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APP 002~12 (Large Plan In File)
TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH July 31, 2002 Mr. and Mrs. James Orthwein 330 Banyan Road Gulf Stream, FL 33483 Dear Mr. and Mrs. Orthwein: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the meeting held by the Town Commission on July 12, 2002, your application for a Land Clearing Permit to relocate existing landscape and add new material and a Level 3 Architectural/Site Plan Review to permit a 1,764 S.F. addition to a single- family Gulf Stream Bermuda style home consisting of a covered entry, loggia, pergola, bay window, garage and laundry room was considered. Construction of a new pool, deck, cabana and 8' privacy wall with a fountain at the above address was also considered. The Land Clearing Permit was approved and the Level 3 Architectural/Site Plan Review was approved as submitted with the following conditions: 1. Palm Beach County Health Department approval of the septic system shall be required prior to issuance of a building permit. 2. Gulf Stream Driveway Permit and Removal Agreement prior to issuance of a building permit. 3. Revised roof material for cabana submitted to Town Manager for approval. 4. The reduction of the width of the driveway to less than 20' feet wide in order to screen third bay of the garage from road view with plant material. On July 25, 2002, a revision of the approved plan to increase the Finish Floor Elevation by 9 inches was approved by the Architectural Review and Planning Board If a building permit, including the aforementioned improvements, is not applied for by July 12, 2003, these approvals will expire. Sincerely, Y nne Manboard Deputy Town Clerk cc: Thomas Kirchoff, Agent 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 002 -12 Owner: Mr. & Mrs. James Orthwein Address: 330 Banyan Agent: Thomas M. Kirchhoff, Architect Proposed Improvement: 1,764 S.F. addition to a single family Gulf Stream Bermuda home consisting of a covered entry, loggia, pergola, bay window, garage and laundry room. Construction of a new pool, deck, cabana and an 8' privacy wall with fountain. Approval(s) Requested: Land Clearing Permit Level III Architectural/Site Plan To relocate a weeping podocarpus tree, add new landscaping and re -grade around existing location. Requesting the following: a. 1764 S.F. addition to include covered entry, loggia, pergola, bay window, garage and laundry area. b. New pool, deck, cabana, 8' privacy wall and fountain. c. New roof and new divided pane windows. Gross Lot size: 22,125 S.F. Proposed Total Floor Area: 5,533 S.F. Zoning District: RS -C, Core Finished Floor Elevation: Proposed Architectural Style: Adjacent Residences: Issues Considered During Review: Section 70 -71 Floor area ratios Section 70 -74 Setbacks Section 70 -100 Roof and eave heights Effective Lot Area: 22,125 S.F. Allowable: 6,920 S.F. Height: 20' 2 ", 22' 8" feature, existing 75, existing Gulf Stream Bermuda Gulf Stream Bermuda Recommendation: Please read attached letter for detailed description of approval process. Motion for approval of Level III Architectural/ Site Plan based on a finding that the proposed 1,764 S.F. addition and modifications meet the minimum intent of the Design Manual and applicable review standards, with the following condition: 1. Revised roof material for cabana submitted to Town Manager for approval. 2. The reduction of the width of the driveway to less than 20 feet wide in order to screen third bay of the garage from road view with plant material. 3. PBC Health Department approval of the septic system shall be required prior to issuance of a building permit. 4. Gulf Stream Driveway Permit and removal agreement prior to issuance of a building permit. Other Reference Material Use for Review: "Bermuda Gardens & Houses" Architectural Review and Planning Board ARPB File #002 -12 ARPB May 23, 2002; TC July 12,2002 Page 2 ARPB Date: May 23, 2002 Action: Land Clearing Permit: Approved (4 -0) Level II Architectural/ Site Plan Review: Approved with conditions by staff and the following: 1) Revised roofing material submitted to Town Manager. 2) Reduction of the width of the driveway to be less than 20' and screened by plant material from road view. TC Date: July 12, 2002 Action: Level 3 Architectural/Site Plan Review: Approved as recommended by ARPB with four conditions. (4 -0) NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Town Commission of the Town of Gulf Stream will hold a Public Hearing on July 12, 2002 at 9:00 A.M. in the Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Thomas M. Kirchoff, as agent for Mr. & Mrs. James Orthwein, owners of the property located at 330 Banyan Road, legally described as Lot 3, Block 1, Polo Fields, Subdivision, Gulf Stream, Florida, for the following: LAND CLEARING PERMIT to relocate weeping podocarpus tree, add new landscaping and re -grade around existing location. LEVEL III ARCHITECTRUAL SITE PLAN REVIEW to permit improvements to the existing single story Gulf Stream Bermuda style dwelling as follows: 1. Additions to include covered entry, loggia, pergola, bay window, garage and laundry area to existing single story Bermuda style residence, a total of 1,764 sq. ft. 2. New pool, deck, cabana, 8' privacy wall and fountain. 3. New roof and new divided pane windows. This application received an approval from the Architectural Review and Planning Board on May 23, 2002. Due to the scope of demolition, the Town Commission is designated as the final authority. The Town Commission shall make a final decision regarding the subject application at the meeting noticed above. This meeting may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Town Commission of the Town of Gulf Stream at the time and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THIS PUBLIC HEARING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. TOWN OF GULF STREAM, FLORIDA Dated: June 27, 2002 Rita L. Taylor, own Clerk Construction Traffic Management Plan Pursuant to Town Commission Policy, proposed plans for the orderly management of construction related traffic and parking shall be submitted concurrent with an application for Architectural /Site Plan Review or building permit. The plan must address the following: 1. Construction Address: 330 Banyan Road 2. Construction time frame: From June 2002 To June 2003 3. Where will delivery vehicles, contractors, subcontractors and other workers park? All parking must not block the free flow of traffic on local roads. Check all that apply: ®r On job site (may not block road) $ Behind Town Hall-- workers will be shuttled to job site ❑ Another site, please specify: (owners' approval required, attach) ® Right -of -way, directly in fron of property (not across the street) `Other, please Specify: ,9 al �, /- Z ;/ .d _ C Uc 4. What route will construction vehicles take to / he job �e? Avoi II ti narrow roads. List route: tight turns and From A1A, West on Banyan to job Site 5. How will large deliveries (e.g., roof trusses, roof tile, paver brick, landscape trees, etc), be coordinated to minimize damage and disruption to local roads? ® Large deliveries will be broken into smaller loads before being transported into Town gL Only small vehicles will be used whenever possible. Use of larger trucks will be limited to times when no other options exist a Flagmen will be used during any and all periods that traffic flow is impeded rg Site is large enough to contain vehicles on site while unloading sr Deliveries and various trades will be staggered in schedule to keep vehicle congestion at a minimum g The Police Department (278 -8611) will be contacted prior to large deliveries occurring, in order to coordinate traffic management ❑ Other, please specify: 6. How will damage to Town right -of -way and roads be prevented and addressed? g Any dust, debris on roadway originating from job site will be cleared at the end of each work day as required by Town regulations cK Any damage to sod and landscaping will be immediately replaced ❑ White or green PVC pipes will be installed to preven amage along the following properties (list addresses): (Installation must comply with Town policy, 2" in diameter, spaced 9' apart, placed 2' from road edge with caps on top of pipe.) The Traffic Management Plan shall be signed by the submitting Architect or General Contractor and will be made a condition of approval for the site plan review and building permit. RECEIVED APR . 5 2002 T Opt ii cg Gta� jir oizi "n, t'r_ Constdtems /Const.Mgmt.Quest. Updated 6/2/99 Title:�� t�nat-NQ Town of Gulf Stream TOWN OF GULF STREAM RECEIVED JUN 2 8 2002 T*M of Gulf Stroarn, PL &Adity Dope&m t APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File #Qa -1 a, PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.I. Project/Owner Name: Mr. & Mrs. James Orthwein I.A.2. Project Address: 330 Banyan Road I.A.3. Project Property Legal Description: Lot 3, Block 1, Plot Number 1 Polo Fields I.A.4. Project Description (describe in detail, including # of stories, etc.) Remodel Existi single story residence Replace windows,new additions,new roof new pool,landscaping and site drainage. I.A.5. Square Footage of New Structure or Addition: 1248 S . F . Architectural Style: Bermuda I.A.6. Check all that apply: ® Architectural /Site Plan Review 8 Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) X Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section F) 1.A.7. (a) Proposed F.F.E.: 7 -611 Type of Foundation: Pile and gradebeam B. Owner Information I.B.1. Owner Address: 3500 Polo Drive, Gulf stream, Florida 1.B.2. Owner Phone N I.B.3. Owner C. Agent Information 243- Fax: ( 561 ) 243 -6828 I.C.I. Agent Name and Firm Name: Thomas_ M. Kirchhoff , AIA, P A Architect I.C.2. Agent Address: 1907 Commerce Lane Suite 106, Jupiter, Florida I.C.3. Agent Phone Number: (o) ( 561 }n575 -9994 cell_ ( 56 )1) 371 - 0995Fax 575 -9845 1.C.4. Agent Signature: Pre -App Date: - o -.), App Date: L4 - S- a Com Date: Decision: ` p Gy I�,_o — U -13 Official Use Onl ARPB Date: Recommendation: TC Date: TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 002 -12 Owner: Mr. & Mrs. James Orthwein Address: 330 Banyan Agent: Thomas M. Kirchhoff, Architect Proposed Improvement: 1,764 S.F. addition to a single family Gulf Stream Bermuda home consisting of a covered entry, loggia, pergola, bay window, garage and laundry room. Construction of a new pool, deck, cabana and an 8' privacy wall with fountain. Approval(s) Requested: Land Clearing Permit Level III Architectural/Site Plan Gross Lot size: 22,125 S.F. Proposed Total Floor Area: 5,533 Zoning District: RS -C, Core Finished Floor Elevation: Proposed Architectural Style: Adjacent Residences: To relocate a weeping podocarpus tree, add new landscaping and re -grade around existing location. Requesting the following: a. 1764 S.F. addition to include covered entry, loggia, pergola, bay window, garage and laundry area. b. New pool, deck, cabana, 8' privacy wall and fountain. c. New roof and new divided pane windows. Effective Lot Area: 22,125 S.F. S.F. Allowable: 6,920 S.F. Height: 20' 2 ", 22' 8" feature, existing 7.5', existing Gulf Stream Bermuda Gulf Stream Bermuda Issues Considered During Review: Section 70 -71 Floor area ratios Section 70 -74 Setbacks Section 70 -100 Roof and eave heights Recommendation: Please read attached letter for detailed description of approval process. Motion for approval of Level III Architectural/ Site Plan based on a finding that the proposed 1,764 S.F. addition and modifications meet the minimum intent of the Design Manual and applicable review standards, with the following condition: 1. Revised roof material for cabana submitted to Town Manager for approval. 2. The reduction of the width of the driveway to less than 20 feet wide in order to screen third bay of the garage from road view with plant material. 3. PBC Health Department approval of the septic system shall be required prior to issuance of a building permit. 4. Gulf Stream Driveway Permit and removal agreement prior to issuance of a building permit. Other Reference Material Use for Review: "Bermuda Gardens & Houses" Architectural Review and Planning Board ARPB File #002 -12 ARPB May 23, 2002; TC July 12,2002 Page 2 ARPB Date: May 23, 2002 Action: Land Clearing Permit: Approved (4 -0) Level II Architectural/ Site Plan Review: Approved with conditions by staff and the following: 1) Revised roofing material submitted to Town Manager. 2) Reduction of the width of the driveway to be less than 20' and screened by plant material from road view. TC Date: July 12, 2002 Action: Level 3 Architectural/Site Plan Review: Approved as recommended by ARPB with four conditions. (4 -0) NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Town Commission of the Town of Gulf Stream will hold a Public Hearing on July 12, 2002 at 9:00 A.M. in the Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Thomas M. Kirchoff, as agent for Mr. & Mrs. James Orthwein, owners of the property located at 330 Banyan Road, legally described as Lot 3, Block 1, Polo Fields, Subdivision, Gulf Stream, Florida, for the following: LAND CLEARING PERMIT to relocate weeping podocarpus tree, add new landscaping and re -grade around existing location. LEVEL III ARCHITECTRUAL SITE PLAN REVIEW to permit improvements to the existing single story Gulf Stream Bermuda style dwelling as follows: 1. Additions to include covered entry, loggia, pergola, bay window, garage and laundry area to existing single story Bermuda style residence, a total of 1,764 sq. ft. 2. New pool, deck, cabana, 8' privacy wall and fountain. 3. New roof and new divided pane windows. This application received an approval from the Architectural Review and Planning Board on May 23, 2002. Due to the scope of demolition, the Town Commission is designated as the final authority. The Town Commission shall make a final decision regarding the subject application at the meeting noticed above. This meeting may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Town Commission of the Town of Gulf Stream at the time and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THIS PUBLIC HEARING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: June 27, 2002 TOWN OF GULF STREAM, FLORIDA Rita L. Taylor, own Clerk Construction Traffic Management Plan Pursuant to Town Commission Policy, proposed plans for the orderly management of construction related traffic and parking shall be submitted concurrent with an application for Architectural /Site Plan Review or building permit. The plan must address the following: Construction Address: 330 Banyan Road 2. Construction time frame: From June 2002 To June 2003 3. Where will delivery vehicles, contractors, subcontractors and other workers park? All parking must not block the free flow of traffic on local roads. Check all that apply. ,2r On job site (may not block road) $ Behind Town Hall -- workers will be shuttled to job site ❑ Another site, please specify: ' attach) ( owners a pproval required, 0 Right -of -way, directly in fron of property (not across the street) `x Other, please Specify: o ,q ae /- �. � Uc 4. What route will construction vehicles t e to job site? Avoi all ti narrow roads. List route: tight turns and From A1A, West on Banyan to job Site 5. How will large deliveries (e.g., roof trusses, roof tile, paver brick, landscape trees, etc), be coordinated to minimize damage and disruption to local roads? ® Large deliveries will be broken into smaller loads before being transported into Town K Only small vehicles will be used whenever possible. Use of larger trucks will be limited to times when no other options exist 21 Flagmen will be used during any and all periods that traffic flow is impeded ig Site is large enough to contain vehicles on site while unloading gr Deliveries and various trades will be staggered in schedule to keep vehicle congestion at a minimum g The Police Department (278 -8611) will be contacted prior to large deliveries occurring, in order to coordinate traffic management ❑ Other, please specify: 6. How will damage to Town right -of -way and roads be prevented and addressed? g Any dust, debris on roadway originating from job site will be cleared at the end of each work day as required by Town regulations cK Any damage to sod and landscaping will be immediately replaced ❑ White or green PVC pipes will be installed to preven amage along the following properties (list addresses): (Installation must comply with Town policy, 2" in diameter, spaced 9' apart, placed 2' from road edge with caps on top of pipe.) The Traffic Management Plan shall be signed by the submitting Architect or General Contractor and will be made a condition of approval for the site plan review and building permit. RECEIVED APR 1 5 2002 Tot ;� .;•t Gulf Sig of ;rn, r•";_ Constr.Items /Const.Mgmt.Quest. Updated 6/2/99 Title: Town of Gulf Stream — , TOWN OF GULF STREAM RECEIVED JUN 2 8 2002 Tftw of Gulf Stroarn, I'L Su;tdinp *W APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. To be completed by all applicants. A. Project Information PART II. GENERAL INFORMATION ARPB File # C)Q,— ! 9 , I.A.1. Project/OwnerName: Mr.& Mrs. James Orthwein I.A.2. Project Address: 330 Banyan Road I.A.3. Project Property Legal Description: Lot 3, Block 1, Plot Number 1 Polo Fields I.A.4. Project Description (describe in detail, including # of stories, etc.) Remodel Existin single story residence Replace windows,new additions,new roof new pool,landscaping and site drainage, I.A.5. Square Footage of New Structure or Addition: 1248 S . F . Architectural Style: Bermuda 1.A.6. Check all that apply: ® Architectural /Site Plan Review X Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) 9 Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section F) 1.A.7. (a) Proposed F.F.E.: 7 -6" Type of Foundation: Pile and gradebeam B. Owner Information I.B.1. Owner Address: 3500 Polo Drive, Gulf stream, Florida 1.B.2. Owner Phone N I.B.3. Owner Sig C. Agent Information maim.-IN Fax: ( 561 ) 243 -6828 I.C.I. Agent Name and Firm Name: Thomas M. Kirchhoff , AIA, P A Architect I.C.2. Agent Address: 1907 Commerce Lane Suite 106, Jupiter, Florida I.C.3. Agent Phone Number: (o) ( 561 ) 7 5- 9 9f 99 4 cell (56V) 3 71 - 0 9 9 5Fax 575-9845 1.C.4. Agent Siqnature: K,, YZF Pre -App Date: ;- ( - o App Date: Lk S- a �L Com Date: Decision: Aso ;z 3 �� Official Use Only/ ARPB Date: 5 -a3-0 Recommendation: TC Date: Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre - application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? Gul f s tream Core Di str III.A.2. Is the project compatible with the intent of the zoning district? B Yes ❑ No Explain.The house will be a single story in the berumda style with white tile roof and stucoo wails, divided light windows, a _a front courtyard and lush landscaping over the whole site III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? gYes ❑ No Explain. III.A.4. How are ingress and egress to the property to be provided? A Circular drive on Banyan and a service driveway on Gulfstream Road III.A.5. How are the following utilities to be provided to the property? a. Stormwater Drainage Exfilitration Trenches and Dry RPtenti nn areas b. Sanitary Sewer GUlfstream HnmPnwmerg A --g-ci atien c. Potable Water Delray Utility Company d. Irrigation Water e. Electricity ' FPL f. Telephone Bell South g. Gas (-pQ�) Florida Publ; r- rrt; i > t }ems h. Cable Television ArIPI nha III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66 -144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre - application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals /Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right -of- way? ❑ Yes ® No (If "Yes ", section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? 19 Yes ❑ No (If "Yes ", section C of this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50 %) of the landscaped area of a developed lot? H Yes ❑ No (If "Yes ", section D of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? ❑ Yes ID No (If "Yes ", section E of this part must be completed.). IV.A.6. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes IS No (If "Yes ", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 Town of.Gglf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance /addition. IV.B.3. Will the disturbance /addition destroy or seriously impair desirable visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroy or impair significant views or vistas within the North Ocean Boulevard Overlay District? ❑ Yes ❑ No Explain. IV.B.4. How is the design consistent with the AM Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance /addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District? C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? Upon Development Approval IV.C.2. When are the proposed structures to be constructed? Immediatelv after demolition IV.C.3. What is the landmark status of the structures to be demolished? This residence does not have any landmark status D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be removed /relocated. No n IV.D.2. Describe the need and justification for the removal /relocation. Proposed construction and IV.D.3. How is the removal from the project site of vegetation to be mitigated? Non - Applicable IV.D.4. How are remaining and relocated vegetative materials to be protected and preserved during the land clearing and construction activities and thereafter? Temporary ir Proyided_and barrier is to be Placed arc�ttncl r7ri n 1 i ne of tray tr, rntar -+ P trun k R roots IV.D.5. What replacement materials are proposed? p, e ty 1 ; ne tat-ion ; �a proposed __t0 RCraan r.�- ,Herr action and major y1ey-Q onto the propertV once r`t�nc+ ruct t nn i cnmPl Pta Sev to he Addad_ site as well as foundation plantings along resudence. to the Application for Development Approval Form ADA.32000 Page 4 The Orthwein Residence Design Images of the Bermuda Style r F r f L Bermuda Style r r Scalloped Gable End Scalloped Gable End r C r f Stair Stepped Chimney F Site wall with picket fence. RECEIVED APR 15 2002 To" of Gulf Stream Building pv� RECEJ V�Z® APR 15 1UU2 Town ofr�I f , Build , np 110v 'I LIE I a 4� V ALVI lotv�t " ��I S 4 a M . . ' . . , m o w - �� d 4 . a . �� S 41 u f*7 HECEIVED APR 15 2002 TOwrl of r''�1f Sfre Building FL L*drtM" - 79, pAp _ ARC = 34 APPROVED SET pA N YA N f� �, 'o� �qA IUS 99 39'45 _ D 18' PAVING JUL 12 2002 � TOWN OF No 2 _ — G � LEGEND: GULF STREAM, FL o �_ , 142• V D' CONNUMBER)ENT i = CENTERLINE �n ANCHOR (ND = CONC. = CONCRETE POLE v m COV D. = COVERED ANCHOR 15.0' FOUND 2 X 2 (No NUMBER) ENTI i 1 'oa W W W 21.5' 0 5' S' / oi PA VED D R I V � _ 6.0' 18.4' OV'D 272' 6.6' N N N 2,0' 1 STORY RESIDENCE 234' CO VERED X330 CONC. co 12.2' ci N 20.2' o "' N 42.0' N p � C i 23.4' 2.0' 1.3' C 0 N C. 36.2' Q CONC A/C ti N &POOL HEA TER PAD P 0 0 L 19.7' C0NC. LOT 3 BL OCK I POLE 14OUWD 1" 160. 10, 0, ON PIPE NO NUMBER) LOT 2 BL 0 CK 1 © COPYRIGHT 1997 OBRIEN, SUITER & OBRIEN, INC. Z x24�i Jot 0 �j FOUND 2" X 2 °— CONC. MONUMENT (NO NUMBER) Lo 00 N 15.0' I Q 01 Q ~I o� j �I --x— = CHAIN LINK FENCE = OVERHEAD UTILITY LINES C.A. = CENTRAL ANGLE RECEIVED P = PLANTER FLOOD ZONE. A5 (EL 7) JUN 2 p 2002 Town of Gulf Stream, P`L DESCRIPTION: Building DeoartfrO t LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SUR VE Y I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. PAUL D. ENGLE NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #L B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: JOHN N. SUITER 2601 NORTH FEDERAL HIGHWAY, OELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY I I SCALE: NOVEMBER 17, 1997 FIELD BOOK PAGE NO. D.237 77 D. 106 5 i„ = 20' ORDER NO.: 97 -243d i 21.5' 0.2' JP � W W W 21.5' 0 5' S' / oi PA VED D R I V � _ 6.0' 18.4' OV'D 272' 6.6' N N N 2,0' 1 STORY RESIDENCE 234' CO VERED X330 CONC. co 12.2' ci N 20.2' o "' N 42.0' N p � C i 23.4' 2.0' 1.3' C 0 N C. 36.2' Q CONC A/C ti N &POOL HEA TER PAD P 0 0 L 19.7' C0NC. LOT 3 BL OCK I POLE 14OUWD 1" 160. 10, 0, ON PIPE NO NUMBER) LOT 2 BL 0 CK 1 © COPYRIGHT 1997 OBRIEN, SUITER & OBRIEN, INC. Z x24�i Jot 0 �j FOUND 2" X 2 °— CONC. MONUMENT (NO NUMBER) Lo 00 N 15.0' I Q 01 Q ~I o� j �I --x— = CHAIN LINK FENCE = OVERHEAD UTILITY LINES C.A. = CENTRAL ANGLE RECEIVED P = PLANTER FLOOD ZONE. A5 (EL 7) JUN 2 p 2002 Town of Gulf Stream, P`L DESCRIPTION: Building DeoartfrO t LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SUR VE Y I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. PAUL D. ENGLE NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #L B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: JOHN N. SUITER 2601 NORTH FEDERAL HIGHWAY, OELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY I I SCALE: NOVEMBER 17, 1997 FIELD BOOK PAGE NO. D.237 77 D. 106 5 i„ = 20' ORDER NO.: 97 -243d TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area Effective Lot Area FAR Calculations EXISTING I DEMO NEW NET 1s� Floor Living 1335 4409 Ceilings over 15' /dnuhi I 2° Floor Living 1" Floor Covered (porches, overhangs > 21129 184 27 2° floor Covered Awnings > Y and screen enel. �0 %) Garage Gross Floor Area Out Buildings Total Floor Area 64 64 Proposed-- First 20,000 X 33 Over 20,000 X.20 Total Allowable FAR Per Manual Total Hardscape Area Required Landscape Area (lot size x 40%) Actual % Landscaped Open Space Area 51 J� �L C,�tt get e�m' LOC.ATIM hW t nUL CLD 6CWOCL ROAD AYSA C4La"711" al. AM r.A I WM AREA ON ACIC7 22xo 6a Rt. aL rlaOrmPD AA! �� n• atlave INCiIM!]m Ew67rMi P6e6r K CCR A/CA. 31M 6a Pr. ASAWCOL TO PUBLIC _ P7eOrO6m P616T K OOR L IV*" .MCA ADOfr$OHB • Fw 6a FT. 1 fi F"Orloom COYEICD 1VAR La6falA ADDRLOII • "n 6a PT. naort'am m1eCD IXjNT etrleT ALODITK71 • Tf 6a PT. 9I Mor mw N6r1 CA6MM KBTDe • 64 6a Fr. EFT. 7w • TOTAL PROrOlm rd 61R1Ctt6C6 OR AMM" • TTR ( p1.• E>46L t AIWA WW 6a FT. 6071E EJa6TM ROLL AM lT4!NICW 6l/lVm6 61064 6a Fr 7168 Tdrd�.A�71b 7Sp6 -baTf. Y�IE PROPO[ED LA DGCArE NIVA IIM7 6a FT. 6I1 PRDP016D MM A D rTeIVIOL& UWAGm 4,70 6a PT. 741E F RM-0o D EI1e.DNr. AREA TDi3L I SAM 6a Pr. 7iplL�.�T. WIM , A IrATlD6 PIWT 7000D ea PT. X 33 61i00 6a FT. I WXT 2AD 6a IT. x }D 320 6a PT. ADDRION ReeR TO BOOR PEAR I I I I I I ' I I I I I I I I I I I I I I I I ! I Ia6 61- 0.11611 CH� tell URl AATEO A6 6 al. AM r.A I EXOTM wrTIC TALK TO Iww aL !Il �.f6■ FOIL: ASAWCOL TO PUBLIC _ C F 1 fi Dwwvwl er. a 9I I O xAtr_ a+ e p1.• . f-r LOr -4 al. AM r.A OATL- aL !Il �.f6■ FOIL: C r- 00+E *A4- r- EfMT Dwwvwl er. a 9I I O xAtr_ a+ e p1.• . f-r A1.1 AI.PAQ rPRM-OMW I ADDRION ReeR TO BOOR PEAR I I IELOCAW EM II r80 4'-0• No 6R! 6aa.L lase TO L ANDO M" E rt m WrA OP rteDPO6m 001reeD wcw A]DITIOL lade To FL.Oge Pt.MI /41, 3" a k 0A. AMA CF I AoornoK TO PLOOR 1 1 II N II II II N II II 1 II II II II II N N N A I II 1 II II II 1 II II N II II N N II N N N U II N 11 11 11 II 11 11 N 11 It N oil N hit ML 1811 Pom Mac TCr1•J' e TO I 70' -O" I!C•A4RY.41lD 8�T7S4G7C w �r ■6Y �� LOT 3 dL OGK / PROF�BRT7' L IIYE /bID.lID' LOT2 BLOCK 1 CAIe'LT1l T. NUALD proposed site plan —A . W. r-• ,. 141 DIl'"D ro L AdGM•! PLMI I I IC -- �_ I -- I � I ff- I - EM u 0 un& o r LOr a 0.0= L FIAT HM L r Ll D1, PM ACCOPN>M TO M PLAT 714E92- A6 ICCOPIDW N MAT SCM M, rAOE 6 M R! MAX r- 1=00106 CP rA.K MAC" COUNTY, rLaeDA &'M PLAN DEPCIM M 6A /m RI A MIIKT MgQL 6T 07�K ■ride A O"OK NC. JOE N►!e[ n -74T0 DATm Iloeeee n Iee'L I 4 O �I X IL v/I V 4I I I Town of Quit Stream, F ouOdk9 Departmr,O' e[NSal+s i 0 1 T ■ QI �— � a: a� LL V co cc Q com N T6� LL N W ¢(D {w- N LL CD O — W0 rt In Ld o i = Z a gN 0 wg Uj w COD o Q O Ib S M U m C Y� o � O o m m D LL i W a 0 s W 7 oc � al. AM r.A OATL- !Il �.f6■ FOIL: C IaUm N� Dwwvwl er. a pIT:CKm ar. 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A 3 . 3 THE ORTHWEIN RESIDENCE 330 Banyan Road Gulfstream, Florida 33483 SHEET INDEX Cover Sheet Master Plan L -1 Hardscape Layout Plan L -2 Hardscape Details L -3 Hardscape Details L -4 Hardscape Details L -5 Pool Details L -6 Landscape Plan L -7 RECEIVED Landscape Details L -8 Landscape Specifications L -9 U N 2 8 2002 Irrigation Plan IR -1 Irrigation Specifications IR -2 Town of Gulf Stream, FL Irrigation Details IR -3 Buiong Depw"*"' SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite •206, Palm Beach, FL 33480 Telephone:561-655 -9006 Fax:561-655-9007 FL registration •223 &'295 NY registration •1704 e -mail: smilaebellsouth.net www.smila.net Fr f' SITE DEMOLITION I . Contractor shaN verify all ccrd,tuans in the field and report any dhscreraraas be plane and .d l ca W,tu,, is to landscape architect before begmrang work. 2. Shrub removal shall include the fieldng, cutting, grubbing wt of roots and satisfactory off-site disposal of all stumps vegetative and extraneous debris produced thrwgh the renewal operatone. 3. No heavy —.h-,y is to be used wnthm the root system of existmg tree to renram. excavator wvthin root system aenn is to be performed by hand. 4. &isbng trees and shrubs tc, reman slWt not be altered under any orcu nstances and must remain m the same candton as observed pnor to amstrucbon, 5. Rants that are tagged for transplanting are to be balled and barlapped prior to other demolition or excovaton. 5ee planbng plan for locations of transplanted mater.!. G. Any items scheduled to remain which are damaged by contractor's operations stall be replaced at contractor's expenx. Replacement matenial shag be same type and gwlity a5 those damaged. 7. Al items indicated to be removed shall be completely removed m cludmg all sub -base material and shall be disposed of per lord and state codes fc, the materials removed. 8. AN construction work shall comply rnth local, state and neighborhood codes. 9. Prwde vehc Aar and pedestrian temporary access at all times to the resdence during consthvWan of the driveway. BRICK APRON — TRENCH DRAIN. 5EE ENGINEER DRAVANG5 FOKDRAIN 5PECIFICATION5. DRAIN COVER TO BE APPROVED BY LAN05CAPE ARCHITECT. N L6 N W _2 J cc W a O BLACK CMN LINK FENCE a GATE I I I I I I I I I 3 PROPERTY LINE 160.10' I; to II Ip IN I I PeRVI0U5 / IMPERVIOU5 5URFACE CALCLAATION5 TOTAL PERVIOU5 AREA ..... .........................12,482 sq. ft, - 56.4 % TOTAL IMPERVIOU5 AREA ... ..........................9,643 sq. It. — 43.6 % TOTAL AREA .................. .........................22,125 sq. R. - 100.0 S BLACK CHAIN LINK PENCE The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 0 RECEIVED JUN 2 8 2002 Town of Gulf Stream, FL K). I DATE I DESCRIPTION S A N C H E Z & M A D D U X, INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone-.561-655-9006 Fax561.6559007 FL registration '223 8.295 NY registration a 1704 e -mail: smila•bellsouth.net www=ila.net TITLE Master Plan SCALE PROJECT Na 1/8"_ 1 r 0" 0211 .DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. <,.Q2 L- 1 —A-11 __ SHEET 1 OF 9 LAYOUT NOfE5: Odra".. 2. The Contactor shall verdy all easbng conditions and layout Janen> , m the field. Report d.— panrxs anmedutey to the Land—" Archt a for deasan Ml— —truct- 3. All laywt components shall be staked wt m the field by the Contractor. Obtam Landsape A htect's approwl before mstallation. 4. NI dimenswro are q—n to the front 6ces of walls and structures. urdess otfu:r M noted. 5. All angles are assumed to be 90, ------ - -'--- - "- - - -- - d. G. 5ee Planbry Plans for laywt of I and extent of all soddN ant —dm 7. Refer to Arc htea Dravrlgs fw a 5. Any changes proposed to dimem be approved by the Landsape A,ch The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 z a a RECEIVED JUN 2 8 2002 rem of Guff Stream, FL Suidrip D"rtm#4ni O. 1 DATE I DESCRIPTION SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone:561 -M -9006 Fax561-655 -9007 FL registration •223 &'295 NY registration •1704 e -mail: smllagbellsouth.net wwwsmilanet TITLE Hardscape Layout Plan SCALE PROJECT NO, 1/8a aa 1'0" 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL I DRAWINGNO. L- 2 SHEET 2 OF 9 2' FOOT TYPE III ASPHALT I I LEVELING COURSE - BITUMINOUS TACKTIFIER G' CRUSHED COMPACTED CONCRETE r COMPACTED 5UBGRADE 95 % ASPHALT DETAIL L-3 SCALE: I' = I YY 4' SAND BASE I' MORTART SETTING BBD 1 18' MORTAR JOINTS 12'. 3051M. COQUINA PAVER 5UBGRADE COMPACTED 95 % COQUINA ON SAND DETAIL L13 SCALE: I'= ICY OLD CHICAGO BRICK PJJNNING BOND OLD CHICAGO BRICK STACKED BOND OLD CHICAGO BRICK ___-- #j{ --- RUNNING BOND FINISHED GRADE — A. 24'. 24'51M COQUINA PAVER PATTERN AS PER MASTER PLAN I' MUD SET G. REINFORCED CONCRETE 3/8' MORTAR JOINTS 5LI -RADE COMPACTED 95 % PIUNG5 WHERE NEEDED. REFERTO 5TRUCTURAL ENGINEER PLAN5. NORTH DRIVEWAY L -3 PAVING DETAIL SCALE: I' = I UY 3' MIN. SETTING BED SOD SOD PLANTING MIX - SEE 5PEC5 2' THK. SIM. COQUINA J PAVER COMPACTED 5UBGRADE r6_�COQUINA & SOD DETAIL L3,/ SCALE: I • - ICY 4' CONCRETE I' MUD SET I/8' MORTAR JOINT5 24'x 24' SIM. COQUINA. SEE PLAN FOR PAVING PATTERN. a _d r_�COQUINA ON CONCRETE L -s DETAIL 5CALE: I' - 11' 3/8' THUMB GROUT MORTAR JOINT5 (NATURAL GRAY) r OLD CHICAGO BRICK RUNNING BOND PATTERN. I' MORTAR SETTING BED G' CONCRETE r— COMPACTED SUBGRADE 95 % d ° PIUNG5 WHERE NEEDED. REFER TO : . j 3' (MIN.) STRUCTURAL ENGINEER PLANS. rf�DRIVEWAY APRON L13 SCALE: 1'= ICY 4' FINISHED GRADE 1 SOLDIER COURSE OLD CHICAGO BRICK EDGING 12' x 12- SIM, COQUINA PAVER PATTERN AS PER PLAN - ]'MUD SET 4' REINFORCED CONCRETE r 3/8' MORTAR JOINTS f- 5UBGRADE COMPACTED 95 % (-4_-�BRICK / COQUINA L -3 DETAIL SCALE: I' - IC7 SOLDIER COURSE OLD CHICAGO BRICK EDGING `OLD CHICAGO BRICK HERRINGBONE PATTERN. MORTAR5ETTING BED — 4' CONCRETE ° _ d BRICK WALKWAY L-3 SCALE: 1' 17 COMPACTED 5UBGRADE 95 % The OFthwein Residence 330 Banyan Road Gulfstream, Florida 33483 RECEIVED ED JUN 2 8 2002 Town of Gulf Stream, FL Building Depe tfwA IO. I DATE I DESCRIPTION SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone-.561-655-9006 Fax561- 655 -9007 FL registration •223 &'295 NY registration •1704 e -mail: smila•bellsouth.net www-gmila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 RATE DRAWN BY I CHECKED 4 -12-2002 i bpa SEAL I DRAWING NO. 6'47 -oZ I L- 3 SHEET 3 OF 9 GENERAL NOTES - CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR WOOD MEMBERS. WI1EN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. ALL WOOD TO BE MAHOGANY ALL JOINTS SHOULD BE PAINTED WHITE, SEALED AND CAULKED. a SUPPORT RAILING L -4 SCALE: 112 - 10' PIER TO HAVE ROUNDED EDGES STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. CONCRETE BLOCK WALL FINISH GRADE REFER TO 5TRUCTURALENGINEER 1.5' x 1.5' FENCE PICKET. DRAWINGS FOR FOOTING 51ZE AND SHOP DRAWINGS FOR ALL WOOD TURN ON A 45' ANGLE STUCCO FACED WALL, DRAWINGS MUST BE PRESENTED TO FROM SUPPORT RAILING. LAND5CAPE ARCHrrECT FOR APPROVAL L-- --- -- - -- --� STUCCO STYLE TO MATCH HOUSE; 2 I /B' I I I 2 I/2' �k— I I I "-l'3-1/2.2-112' FINISH GRADE CUT HOLE5 THROUGH RAIUNG SUPPORT RAILING. 3 112' CUT HOLES THROUGH RAILING DRAWN BY CHECKED TO SUPPORT FENCE PICKET. a SUPPORT RAILING L -4 SCALE: 112 - 10' PIER TO HAVE ROUNDED EDGES STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. CONCRETE BLOCK WALL FINISH GRADE PIER TO HAVE I' -G' G. ROUNDED EDGES 3G•— 3' GATE LATCH #I }- I' -2' 15.1 B' 2• 4' RAILING TO I 2' 4' SET A MIN. N. 4' INTO PILASTER- GATE CLEARANCE SHOULD BE I/4' A00VE FINISHED GRADE CANE BOLT 1.5'. 1 .5' FENCE PICKET. TURN ON A 45' ANGLE FROM SUPPORT RAILING. Krl— 3- 1/2.2 -1 /2' SUPPORT RAILING. CUT HOLES THROUGH RAIUNG 2 -1/2' TO SUPPORT FENCE PICKET. ROUNDED EDGES STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. H GRADE REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER 'A DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL ROUNDED WALL CAP 1 .G PIER TO HAVE ROUNDED EDGES STUCCO FIN15H TO BE APPUED TO WIRE MESH. STUCCO WIRE MESH 4 ON TOP OF WALL STUCCO WIRE MESH TO BE NAILED TO CMU. CONCRETE BLOCK WALL REFER TO 5TRUCTURALENGINEER �? \Y DRAWINGS FOR FOOTING 51ZE AND SHOP DRAWINGS FOR ALL WOOD WALL REINFORCEMENT. ENGINEER STUCCO FACED WALL, DRAWINGS MUST BE PRESENTED TO FACED WALL. LAND5CAPE ARCHrrECT FOR APPROVAL L-- --- -- - -- --� STUCCO STYLE TO MATCH HOUSE; 4 PILASTER SECTION L -4 SCALE: 112 - 1111 LANDSCAPE ARCHITECT. PIER TO HAVE I' -G' G. ROUNDED EDGES 3G•— 3' GATE LATCH #I }- I' -2' 15.1 B' 2• 4' RAILING TO I 2' 4' SET A MIN. N. 4' INTO PILASTER- GATE CLEARANCE SHOULD BE I/4' A00VE FINISHED GRADE CANE BOLT 1.5'. 1 .5' FENCE PICKET. TURN ON A 45' ANGLE FROM SUPPORT RAILING. Krl— 3- 1/2.2 -1 /2' SUPPORT RAILING. CUT HOLES THROUGH RAIUNG 2 -1/2' TO SUPPORT FENCE PICKET. ROUNDED EDGES STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. H GRADE REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER 'A DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL ROUNDED WALL CAP 1 .G PIER TO HAVE ROUNDED EDGES STUCCO FIN15H TO BE APPUED TO WIRE MESH. STUCCO WIRE MESH 4 ON TOP OF WALL STUCCO WIRE MESH TO BE NAILED TO CMU. CONCRETE BLOCK WALL J• - CONTRACTOR TO PROVIDE SCALED 1 .5' x IS' FENCE PICKET. SHOP DRAWINGS FOR ALL WOOD CONCRETE CONCRETE BLOCK WALL STUCCO FACED WALL, TURN ON A 45 LE FACED WALL. STUCCO STYLE TO MATCH HOUSE; LANDSCAPE ARCHITECT. STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. PAINTED WHITE, SEALED AND CAULKED. LANDSCAPE ARCHITECT, FINISH GRADE CUT HOLE5 THROUGH RAIUNG FINISH GRADE (7--� WALL SECTION (2) WALL SECTION L-4 SCALE° 112 - IO' L-4 SCALE: 112 - I (a) WALL SECTION L-4 SCALE: 112 - IO' I- STUCCO FACED PILASTER STUCCO STYLE TO MATCH AUTOFILL AND OVERFLOW HOUSE; COLOR TO BE APPROVED LOCATED ON WEST END BY LANDSCAPE ARCHITECT. OF FOUNTAIN 1.5'. 1.5. 50UARE WOODEN PICKETS SET ON DIAGONAL (PAINTED WHITE) 2' x 4- SQUARE WOODEN RAIL CHAMFERED AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. I _ ROUNDED EDGES STUCCO FACED WALL; /- STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. _ FIN5IHED GRADE HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT 6 WALL & GATE ELEVATION L-4 5CALE: 112 = 10' REFER TO STRUCTURAL FOR rO TING 51Z ENGINEER fir; ���y I — �RrMrOPICFMENT. TURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND .yi. �% _ _ _ _L FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER �j�`{ , EMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO v�Y I BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL HITECT FOK APPROVAL 1.5'. I .5' SQUARE WOODEN PICKETS SET ON C''AGONAL (PAINTED W1111 4) 2'. 4' SQUARE WOODEN RAIL ] CHAMFERED AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAIUNG TO SUPPORT FENCE PICKET. RAILING TO Be SET A MIN. 4' INTO PILASTER. FIN5INED GRADE FOUNTAIN PLAN VIEW L-4 SCALE: I/2 = I T MAIN DRAIN TO BE LOCATED ON EAST SIDE OF FOUNTAIN I' -G' V -4• L_______ - -_J s PIER SECTION L-4 SCALE: 112 = 10' GENERAL NOTES: J• - CONTRACTOR TO PROVIDE SCALED 1 .5' x IS' FENCE PICKET. SHOP DRAWINGS FOR ALL WOOD �.Y MEMBERS. WHEN POSSIBLE, PROVIDE TURN ON A 45 LE SAMPLE PIECES FOR REVIEW BY ENGINEER DRAWINGS LANDSCAPE ARCHITECT. FROM SUPPORT RAILING. - ALL WOOD TO BE MAHOGANY - ALL JOINT5 SHOULD BE 3- 1 12'a2- 1 /2'5UPPORT RAIUNG. PAINTED WHITE, SEALED AND CAULKED. 2 1/2° �I CUT HOLE5 THROUGH RAIUNG L ROUNDED EDGES TO SUPPORT FENCE PICKET. DRAWN BY CHECKED ROUNDED EDGES bpa 5' COLOR TO BE APPROVED BY •,� 3,-4. ,6 •2 ? —p'L STUCCO FACED WALL; L- 4 STUCCO STYLE TO MATCH HOU5E; SHEET 4 OF 9 COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER 'A DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL (a) WALL SECTION L-4 SCALE: 112 - IO' I- STUCCO FACED PILASTER STUCCO STYLE TO MATCH AUTOFILL AND OVERFLOW HOUSE; COLOR TO BE APPROVED LOCATED ON WEST END BY LANDSCAPE ARCHITECT. OF FOUNTAIN 1.5'. 1.5. 50UARE WOODEN PICKETS SET ON DIAGONAL (PAINTED WHITE) 2' x 4- SQUARE WOODEN RAIL CHAMFERED AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. I _ ROUNDED EDGES STUCCO FACED WALL; /- STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. _ FIN5IHED GRADE HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT 6 WALL & GATE ELEVATION L-4 5CALE: 112 = 10' REFER TO STRUCTURAL FOR rO TING 51Z ENGINEER fir; ���y I — �RrMrOPICFMENT. TURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND .yi. �% _ _ _ _L FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER �j�`{ , EMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO v�Y I BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL HITECT FOK APPROVAL 1.5'. I .5' SQUARE WOODEN PICKETS SET ON C''AGONAL (PAINTED W1111 4) 2'. 4' SQUARE WOODEN RAIL ] CHAMFERED AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAIUNG TO SUPPORT FENCE PICKET. RAILING TO Be SET A MIN. 4' INTO PILASTER. FIN5INED GRADE FOUNTAIN PLAN VIEW L-4 SCALE: I/2 = I T MAIN DRAIN TO BE LOCATED ON EAST SIDE OF FOUNTAIN I' -G' V -4• L_______ - -_J s PIER SECTION L-4 SCALE: 112 = 10' GENERAL NOTES: J• - CONTRACTOR TO PROVIDE SCALED WATERPROOFING, STRUCTURAL AND SHOP DRAWINGS FOR ALL WOOD Telephone:561 -65519006 MEMBERS. WHEN POSSIBLE, PROVIDE M OR 5PE MOTOR SPECIFICATIONS AS PER PER SAMPLE PIECES FOR REVIEW BY ENGINEER DRAWINGS LANDSCAPE ARCHITECT. TITLE - ALL WOOD TO BE MAHOGANY - ALL JOINT5 SHOULD BE Details PAINTED WHITE, SEALED AND CAULKED. - GATE TO BE 5ELF LOCKING. PIER TO HAVE L ROUNDED EDGES STUCCO FACED WALL; DRAWN BY CHECKED STUCCO STYLE TO MATCH HOUSE; bpa I COLOR TO BE APPROVED BY •,� ,6 •2 ? —p'L SCAPE ARCHITECT. GAT[ CLEARANCE SHOULD \_ HARDWARE TO BE SELECTED BY BE I/4' ABOVE FINISHED GRADE OWNER AND LANDSCAPE ARCHITECT 5a WALL & GATE ELEVATION L14 SCALE: 112 - ITY 2' OVERFLOW AND AUTOFILL LOCATED ON WEST END OF FOUNTAIN BLACK SLATE FINISH ON FOUNTAIN BASE AND PED15TAL WATER SUPPLY UNE FOR FOUNTAIN ORNAMENT. REMOTE CONTROL VALVE TO J BE LOCATED WITH LANDSCAPE ARCHITECT. REFERTO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL PEDESTAL TO BE 2' BELOW FOUNTAIN COPING. PEDESTAL WIDTH TO MATCH FOUNTAIN ORNAMENT BASE. NATURAL COQUINA COPING —} , FINISHED GRADE _.f.. J• / /\� /j WATERPROOFING, STRUCTURAL AND 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone:561 -65519006 Faz561- 65519007 M OR 5PE MOTOR SPECIFICATIONS AS PER PER NY registration •1704 ENGINEER DRAWINGS MAIN DRAIN LOCATED TITLE EAST OF PEDI5TAL PILIN�111!1111D. Details r8--� FOUNTAIN SECTION L-4 5CALE: 112 = 117 The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 RECEIVED JUN 2 8 2002 Tonw..�,,,,+��o{{fTT'��Gulf Stream, Pt. BuM ng 10. I DATE I DESCRIPTION SANCHEZ a MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone:561 -65519006 Faz561- 65519007 FL registration •223 & 1295 NY registration •1704 e -mail: smilaebellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4-12 -2002 bpa I SEAL DRAWING NO. ,6 •2 ? —p'L L- 4 SHEET 4 OF 9 G' SQUARE METAL POST BEVELED EDGES I I o a I I I I I FOUNTAIN - } -6' -5' —',—� II — I I I CABANA TO EXTEND SETBACK LINE - -- - -- ACK �i SITE PLAN L-5 SCALE: 112 - 10' r3__-� WEST ELEVATION L-5 5CALE: 112 = 10' GENERAL NOTES METAL PEDESTAL G' METAL METAL P05T 24' x 24' SIM. COQUINA PAVER G' METAL METAL P05T I METAL _ PEDESTAL - CONTRACTOR TO PROVIDE SCALED 5HOP DRAWINGS FOR ALL CAST STONE AND AWMINUM MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. - ALL AWMINUM TO BE PAINTED BLACK METAL ROOF TO BE PAINTED WHITE CANVAS MATERIAL TO DRAPE OVER CABANA FOLE5. CANVAS TO Be SELECTED BYOWMER G' 5QUARE METAL POST CONCRETE FOOTING AS PER ENGINEERS DWGs METAL METAL PEDI FINISHED GRADE CONCRETE FOOTING AS PER ENGINEERS DWGe PLAN VIEW L-5 SCALE: 112 = I'O (4) WEST ELEVATION L-5 SCALE: I/2 = IYY 4 2' I' I' I' I' 6' METAL POST METAL PEDESTAL TO MATCH POI: F21. < n V — POLE TO FOTTING DETAIL AS PER ENGINEER DRAWINGS a CONCRETE FOOTING AS PER ENGINEERS DNG, PEDESTAL DETAIL L -5 SCALE: III = 117 The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 Z 0 RECEIVED JUN 2 8 2002 Tewrl ei Gulf Stream, ft Building Dew" 10. I DATE I DESCRIPTION SANCHEZ a MADDUX,INC. LANDSCAPE ME AL PEDESTAL • IRGULAR- Telephone:56 1- 5519006 FaO61-655 -9007 FL registration *223 8.295 NY registration' 1704 METAL PO5T www.smila.net TITLE Hardscape Details IC SCALE PROJECT NO. G' METAL noted 0211 DATE METAL PEDESTAL CHECKED PLAN VIEW L-5 SCALE: 112 = I'O (4) WEST ELEVATION L-5 SCALE: I/2 = IYY 4 2' I' I' I' I' 6' METAL POST METAL PEDESTAL TO MATCH POI: F21. < n V — POLE TO FOTTING DETAIL AS PER ENGINEER DRAWINGS a CONCRETE FOOTING AS PER ENGINEERS DNG, PEDESTAL DETAIL L -5 SCALE: III = 117 The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 Z 0 RECEIVED JUN 2 8 2002 Tewrl ei Gulf Stream, ft Building Dew" 10. I DATE I DESCRIPTION SANCHEZ a MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 1206, Palm Beach, FL 33480 Telephone:56 1- 5519006 FaO61-655 -9007 FL registration *223 8.295 NY registration' 1704 e -mail: smilaobellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. 5 SHEET 5 OF 9 r NATURAL COQUINA COPING I' I I— WATER LINE FINISHED GRADE 2 ALL RISERS SHALL HAVE MAXIMUM UNIFORM HEIGHT O 10. WHERE 5TEP5 ARE OUT5IDE THE'SHALLOW AREA' OF THE POOL, THE BOTTOM RI5ER ONLY CAN EXCEED 12' i STEP DETAIL L —/ N.T.5. NOTE: SEE MASTER PLAN FOR POOL EQUIPMENT LOCATIONS. FINISHED GRADE M S SKIMMER WITH OVERFLOW LOCATION PLINTH TO REST ON POOL COPING K � NOTES: I . ENGINEER DWGs. MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL 2. POOL CONTRACTORTO VERIFY ALL POOL DIMENSIONS, POOL LOCATION, t SET BACKS PRIORTO CONSTRUCTION. 3. PDOL CONSTRUCTION TO COMPLY WITH ALL APFUCABLE STATE < LOCAL CODES WHETHER INDICATED HERE OR NOT. WHERE COMPUANCE REQUIRES SUBSTANTIAL DEVIATION FROM THE DESIGN INTENT, AS SHOWN ON THE CONTRACT DRAWINGS, MODIFICATIONS MUST Be REVIEWED 4 APPROVED 13YTHE LANDSCAPE ARCHITECT. 4. OBTAIN NECE55ARY 5UB- 5URFACE INFORMATION. EXCAVATE* REMOVE ALL MUCK 1 OTHER UNACCEPTABLE MATERIAL* REPLACE W/ GOOD CLEAN STRUCTURALLY SOUND FILL MATERIAL PROVIDE DEWATERING AS NECESSARY. 5. OBTAIN ALL NECESSARY PERfARS AS PER STATE < LOCAL CODES. G. INFORMATION SHOWN I5 SCHEMATIC IN NATURE. ALL POOL EQUIPMENT TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. POOL STRUCTURE 4 ALL EQUIPTMENT SHALL BE WARRANTEED UNDER POOL CONTRACTORS WARRANTY FOR I FULL YEAR FOR PARTS 4 LABOR 7. POOL TO BE INSTALLED BY LOCAL 4 STATE LICENSED POOL CONTRACTOR 8. PROVIDE OPERATION AND MAINTENANCE MANUALS TO OWNER UPON COMPLETION OF WORK 4 ACCEPTANCE BY OWNER 9. ALL EQUIPTMENT AND EXP05ED PIPING SHALL BE CLEARLY LABELED W/ PERTINENT DATA SUCH A5, BUT NOT UMnED TO: PUMP < FILTER SPECIFICATIONS, PIPE SIZE, USE 4 FLOW DIRECTION, ETC. POOL FINISH SCHEDULE 14' a 14' NATURAL - MATERIAL COQUINA PUNTH , COMMENT 3/8' MORTAR I 6' I I SETTING BED 5G 1 -219 -0338 WALLS FLORIDA KEYSTONE COQUINA FINISHED GRADE I' I' TREADS SHALL 5G1 -219 -0338 FLOOR HAVE A !7 STONE PLINTH DEPTH OF 10' STEPS OCFAN51DE GLA55 TILE I I L -6 N.T.5. NOTE: SEE MASTER PLAN FOR POOL EQUIPMENT LOCATIONS. FINISHED GRADE M S SKIMMER WITH OVERFLOW LOCATION PLINTH TO REST ON POOL COPING K � NOTES: I . ENGINEER DWGs. MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL 2. POOL CONTRACTORTO VERIFY ALL POOL DIMENSIONS, POOL LOCATION, t SET BACKS PRIORTO CONSTRUCTION. 3. PDOL CONSTRUCTION TO COMPLY WITH ALL APFUCABLE STATE < LOCAL CODES WHETHER INDICATED HERE OR NOT. WHERE COMPUANCE REQUIRES SUBSTANTIAL DEVIATION FROM THE DESIGN INTENT, AS SHOWN ON THE CONTRACT DRAWINGS, MODIFICATIONS MUST Be REVIEWED 4 APPROVED 13YTHE LANDSCAPE ARCHITECT. 4. OBTAIN NECE55ARY 5UB- 5URFACE INFORMATION. EXCAVATE* REMOVE ALL MUCK 1 OTHER UNACCEPTABLE MATERIAL* REPLACE W/ GOOD CLEAN STRUCTURALLY SOUND FILL MATERIAL PROVIDE DEWATERING AS NECESSARY. 5. OBTAIN ALL NECESSARY PERfARS AS PER STATE < LOCAL CODES. G. INFORMATION SHOWN I5 SCHEMATIC IN NATURE. ALL POOL EQUIPMENT TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. POOL STRUCTURE 4 ALL EQUIPTMENT SHALL BE WARRANTEED UNDER POOL CONTRACTORS WARRANTY FOR I FULL YEAR FOR PARTS 4 LABOR 7. POOL TO BE INSTALLED BY LOCAL 4 STATE LICENSED POOL CONTRACTOR 8. PROVIDE OPERATION AND MAINTENANCE MANUALS TO OWNER UPON COMPLETION OF WORK 4 ACCEPTANCE BY OWNER 9. ALL EQUIPTMENT AND EXP05ED PIPING SHALL BE CLEARLY LABELED W/ PERTINENT DATA SUCH A5, BUT NOT UMnED TO: PUMP < FILTER SPECIFICATIONS, PIPE SIZE, USE 4 FLOW DIRECTION, ETC. POOL FINISH SCHEDULE ITEM MATERIAL FIN15H MFR. COMMENT COPING FLORIDA KEYSTONE COQUINA I I CL 5510 MASONRY 5G 1 -219 -0338 WALLS FLORIDA KEYSTONE COQUINA CLA551C MASONRY 5G1 -219 -0338 FLOOR OCEANSIDE GLA55 TILE ceRAAaC MAi eao.330-4979 COLOR TO Be DETERMINED STEPS OCFAN51DE GLA55 TILE I I C3RAMiC MATRr eoo- 330 -499 COLOR TO BE DETERMINED 3' I I I F I I I 30 POOL PLAN VIEW L—b 5CALE: 114' - I'-O' NATURAL COQUINA POOL COPING STEPS SWIM OUT SEE PLAN FIN15HED GRADE SEE DETAIL 4 FOR LOCATION � POOL SUPPLY LOCATIONS TO BE SEE SCHEDULE 5EE POOL ENGINEER APPROVED BY FOR POOL FINISH DRAWINGS FOR POOL LANDSCAPE ARCHITECT 1 REINFORCEMENT ANO WATERPROOFING POOL SECTION L—l7 N.T.5, THE Orthwein Residence 330 Banyan Road Gulfstream, FL 33483 REOEi M ED JUN 2 $ 2002 -'town of Gulf Stream, Fl. 13uildiM Depart NO. DATE I DESCRIPTION REVISIONS SANCHEZ a MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 1206, Palm Beach, FL 33480 Telephone:561- 65"006 FaX561- 655 -9007 FL registration •223 & •295 NY registration 11704 e -mail: smila @bellsouth.net www.smila.net TITLE Pool Details SCALE PROJECT NO. AS NOTED 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO -( - L7 -oZ L— 6 2Ae*%�% SHEET 6 OF 9 3 I I I STAIRS I I AUTOFILL LOCATED _ ON WEST SIDE OF POOL -5 OUT I I STAIRS I I I — 3' I I I F I I I 30 POOL PLAN VIEW L—b 5CALE: 114' - I'-O' NATURAL COQUINA POOL COPING STEPS SWIM OUT SEE PLAN FIN15HED GRADE SEE DETAIL 4 FOR LOCATION � POOL SUPPLY LOCATIONS TO BE SEE SCHEDULE 5EE POOL ENGINEER APPROVED BY FOR POOL FINISH DRAWINGS FOR POOL LANDSCAPE ARCHITECT 1 REINFORCEMENT ANO WATERPROOFING POOL SECTION L—l7 N.T.5, THE Orthwein Residence 330 Banyan Road Gulfstream, FL 33483 REOEi M ED JUN 2 $ 2002 -'town of Gulf Stream, Fl. 13uildiM Depart NO. DATE I DESCRIPTION REVISIONS SANCHEZ a MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 1206, Palm Beach, FL 33480 Telephone:561- 65"006 FaX561- 655 -9007 FL registration •223 & •295 NY registration 11704 e -mail: smila @bellsouth.net www.smila.net TITLE Pool Details SCALE PROJECT NO. AS NOTED 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO -( - L7 -oZ L— 6 2Ae*%�% SHEET 6 OF 9 NOTE5: IRRIGATION TO BE PROVIDED BY AUTOMATICALLY CONTROLLED IRRIGATION 5Y5TEM. - 5EE IRRIGATION PLAN5 FOR IRRIGATION LAYOUT. WATER 50URCE 15 PROVIDED BY WATER METER ON PREM15E5. traroplanmd weep,ng pod —rPus (1) Taberroemontan. Jm to Pmwheel Jamine 15 -Gal (2G) M., m,cacarpa'Green bland' F, Grecn bland 3 -Ga1 I\ 4. C\ N w LdZ ti 0� r e.,,bng tree � I (105 Lf') F-5 mbda Cuban Laurel 10' ht. f.t.b. ( I ) Gtru, . Pared',' Rub" R,by Red Grapdrwt 10' ,pd (1) Cdra Valenca Orange' Valenua Orange IO'>pd NE PROPERTY LI j4!_ (413) Trachelo,pennum a„ancum'm,mma' Mamma Ja,mme I -Gal Mom ME 0 MMM 111 FINE MOM '••• � Y��r _Ti7iiTlmTl7mTg7l,hngm LL�n m'nmm!!L - -� �I € - .3 gT• ,6;1: • , �� •�JTaTilf • 1'•LILLg9gLiu'9____1 Inn u' i i niiT7nli1 iI "Ln `i` i t i �'1� ��� �����n�•�• . ' • rumul aT MMMM .,,. -- /. Egs7 on, MR, \` I moll Th,y0,� 3-G.1 F, I I �1 ii ./ .._ y M I '1 .... I �II�lI�II�IIIII�1� 1 -1 �mmrlilam)■Ln la(r.i�l.),IGiI►,,.i [ (2) A, (1) Ar"Zo �.,�.,,...'����,������ Iyr�le,yc'eln aln•elelnlsue•c�anelnlrl ^y - LLI�I�Itl�ltl�l�f�lil� ■ �� ■ 1 I �, '� ' I� €i� • �' - r..lnl rr• al u r II �' ��. 1 ■ ■ ■ ■ ■ ■ ■ ■■1 VIII1� ni "I i Pr 1111111 � 1 I Q II ' ■Ir ■I .,II�r ■Ill.11l�rrll.In�.lrr.11.rr r.11 ■Ilrr.ill. I.rr\ 1 -••- 1 ■.ILL.I.IIla.11l.IlLir.l rl..L.I..aalr..lr q. a. - - .. 0 ■ ■� ■ ■D■ ■[I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■� ■�@@■ ■ ■ ■ ■ ■ ■ ■ ■g ■� ■ ■ ■■ ■■ ■� ■g MEME ■ ■ ■ ■ ■ ■mom ■ ■■■ �■) ■ ■ ■ ■ ■■■ ■■■ ' I, II'Gl ■ ■■■ ■mom ■■ VIII 1 VIII =;�� F,111 r ■ ■ ■ ■ ■■■ ■ ('I ■ ■ ■■■ ■■ I■ ■■■ e ► � �: - � r �TC>nr�n/l.� .-rc T l! . ��r.. T .. /�.. � � --c� a 1 � i 104% ���i „��ifi � ✓T�€it+��u� irr �mf,jr�tri ,IrG�'r�.� �1► �%aI.1.�w.IL (3) Aloo>a portadora PROPERTY LINE 160. 10' (I) Strelitaa n mll Porbdor. Uly 7 -Gal (1) Dombeya 5em note' White Bud Of Parad— I2' btb (90) Annual, (3) rtado Dombeya 5emmole 5'. 5', 25 Gal. multi cane An-1, (a, ,peafied) 4' pot, Po Udon LIy 7 -Gal en,tng ficu, co (97 LQ F c n,tida N Cuban Laurel 10' ht. Lt.b. (3) Wodytm b,furata W F b l Pal 7.1. W CL Q) a (34 I.F.) F,., mbda Cuban laurel 10' ht. Lt.b. (1)IFt — amen - A—do 10 ht. (2) Brugman,u X ond,da Angel', Trumpet, 5almon, 15 -Gal, B' ht. (30) Be'J m. od_r Sib.' White Angel 15 g,j a 3-GA The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 z RECEIVED JUN 2 8 2002 Town of Gut# Stream, FL Build ng Demrtl vW- NO. I DATE I DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone:561- 65519006 Fa061-65519007 FL registration 1223 & •295 NY registration •1704 e -mail: smilaobellsouth.net wwwsmtla.net TITLE Landscape Plan SCALE PROJECT NO. 1/8"= 1 0 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. ,6 -27 -02 L- 7 SHEET 7 OF 9 a I/3 ROOT BA l SEE TREE BRACING DETAIL MIN. (3) 2'X4' BRACES OF NEW CLEAR LUMBER. TOE NAIL TO BATTEN W/ DOUBLE HEADED 200 NAILS. PAINT MATT GREEN KEEP ROOT CROWN ABOVE MULCH 2' MINIMUM MEIALEUCA MULCH (ONLY WHERE INDICATED ON PLAN - 50D TO TREE OTHERWL5E) 4' SAUCER MOUND. REMOVE AFTER I5T GROWING SEASON (WHEN MULCHING ONLY) BACKFILL (SEE SPECIFICATIONS FOR PALMS) 2'X 4'X 24' STAKE PAD PALM PLANTING DETAIL L -V SCALE: 112' - 110' FIN. GR r'MIN KEEP ROOT CROWN ABOVE MULCH 2' (MIN.) MELAWCA MULCH 3' SAUCER MOUND, REMOVE AFTER 1, GROWING SEASON 1(5EE SPECIFICATIONS) . SOWN BURLAP ONE THIRD IF B! B SHRUB PLANTING DETAIL L-5 5CALE: 112' = ICY PLANT IN PLANTING BED KEEP ROOT CROWN ABOVE MULCH H ING SOIL MIX INTO EXISTING E 50D ; DETAIL NOTE: LAY 500 TO EDGE OF BED AND REMOVE OVERLAP BY CUTTING STRAIGHT CLEAN EDGE PLANTING BED DETAIL SCALE: 1/2' =117 (2) 314' PLASTIC BANDS 5 LAYERS OF BURLAP WRAP BETWEEN BATTEN AND TRUNK 6 - IN 4'x 16' WOOD BATTENS MIN. (3) 2'x 4' BRACES OF NEW CLEAR LUMBER, PAINT MATT GREEN, TOE NAIL BRACE TO BATTEN, NO NAILS IN ANY TREE 5 LAYERS OF BURLAP WRAP BETWEEN BATTEN AND TRUNK (2) 3/4' PLASTIC BANDS 6 - 21 4'x 16' W000 BATTENS MIN. 3 - 2'x 4' BRACE5 OF NEW CLEAR LUMBER NOTE: SECURE BATTENS WITH 2 - 3/4' PLASTIC BANDS TO HOLD BATTENS IN PLACE DURING PLANTING PROCESS. DO NOT NAIL BATTENS TO PALM HEIGHT OF BATTENS SMALL Be LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. REMOVE BATTEN BRACE AFrER HURRICANE SEASON IF PLANTS ARE PROPERLY ROOTED ri-� TREE BRACING DETAIL L-8 SCALE: 112' - 10' POTTED PLANT POT MATERIAL AS SPECIFIED ON PLANS PLANTER 501L MIX AS SPECIFIED I' (MIN.) I CLEAN YELLOW SAND FILTER CLOTH 2' (MIN.) WASHED CRUSHED STONE POTTED PLANT DETAIL L-V SCALE: I/2' - IO' WALL OR COLUMN DRILL HOLE 1 PILL WITH POLYVINYL SEALANT 3/100 ST. 5TL SCREW EYE TIE KNOT TO LEAVE AMPLE SPACE FOR PLANT GROWrH ( PLASTIC SCREW SLEEVE \ INSERTED IN WALL (AFTER POLYVINYL SEALANT 15 INJECTED IN 1104 VINING PLANT AS INDICATED ON PLAN WALL PIN DETAIL L-U SCALE: 112' = 107 FIN. GI ROOT BALL GUYWIRE W/ RUBBER HOSE < TURNBUCKLE (3) 2'X 2' X G. P.T. WOOD STAKES, MIN. Z IN GROUND EVENLY5PACE5 (120') AS PER DETAIL, PAINT MATT GREEN 2' MELALEUCA MULCH, KEEP ROOT BALL ABOVE MULCH TURN DOWN BURLAP ONE THIRD 4' SAUCER MOUND. REMOVE AFTER FIRST GROWTH SEASON. BACKFILL (SEE SPECIFICATION) iCKER GROWTH TREE PLANTING DETAIL L- J SCALE: I/2' - I CY SEASHORE PA5PAWM ( ROOTED AFTER LAYING) 1/4' SAND TOP DRESS, RAKE t GRADE INTO 500 < WATER IN 1' ± OF COURSE SAND FOR LEVELING SOD PLANTING DETAIL L -CJ SCALE: 112' = 117 WALL ELEVATION SCALE: 114' - 10' PAGE MA50NAKY WALL .024 GA. STAINLE55 STEEL V.1 RE STAINLESS STEEL SCREW t WA511M PLASTIC RING 1/2' PLASTIC ANCHOR - FILL W/ POLY5EAL CAULKING BEFORE INSERTING SCREW PIN DETAIL 9 GUYING WIRE DETAIL L-8 The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 RECEIVED JUN 2 8 2002 Tow oof��GuR Stream, FL pp j NO. I DATE I DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite •206, Palm Beach, FL 33480 Telephone:561 -655 -9006 Fax561- 655-9007 FL registration •223 & •295 NY registration 11704 e -mail: smilaebellsouth.net www.smila.net TITLE Landscape Details SCALE 1/2" = 1'0" PROJECT NO. 0211 DATE DRAWNBY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. 8 DDF d.AW SHEET 8 OF 9 LANDSCAPE SPECIFIC4,ONS GENERAL CONDITION5 SCOPE 1. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATER)AL5, PERMIT5, ETC., NECE55APY FOR THE EXECUTION OF THE WORK AS HEREIN SPECIFIED AND SHOWN ON THE DRAWINGS. 2. THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL MATERIAL IN ACCORDANCE WITH SOUND NURSERY PRACTICE AND SHALL PERFORM MAINTENANCE AND WATERING UNTIL FINAL COMPLETION AND ACCEPTANCE BYTHE LANDSCAPE ARCHITECT. EXAMINATION OF DRAWINGS AND 51TE 1. THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE 51TE AND FULLY ACQUAINT HIMSELF WITH ALL OF THE EXISTING CONDITIONS IN ORDER THAT NO M15UNDER5TANDING MAY AFTERWARDS AR15E AS TO THE CHARACTER OR AS TO THE EXTENT OF THE WORK TO BE DONE, AND UKEM5E. IN ORDER TO AW15C AND ACQUAINT HIMSELF WITH ALL PRECAUTIONS TO BE TAKEN IN ORDER TO AVOID INJURY TO FER5ON5 OR PROPERTY OF ANOTHER NO ADDITIONAL COMPENSATION WILL BE GRANTED BECAUSE OF ANY UNUSUAL DIFFICULTIES THAT MAY BE ENCOUNTERED IN THE EXECUTION OR MAINTENANCE OF ANY PORTION OF THE WORK. ANY DISCREPANCIES, OR OMI5510N5 OR DOUBTS AS TO MEANING SHALL BE COMMUNICATED TO THE LANDSCAPE ARCHITECT, WHO WILL MAKE ANY INTERPRETATIONS HG5HE DEEMS NECESSARY. PLANT L15T 1. ANY DISCREPANCY BETWEEN THE PLANT 1157 AND THE DRAWINGS SHALL BE CONSIDERED AS CORRECT ON THE DRAW! NGS. PROTECTION OF PUBLIC AND PROPERTY I . THE LANDSCAPE CONTRACTOR SMALL PROTECT ALL MATERALS AND WORK AGAINST INJURY FROM ANY CAUSE AND SHALL PROVIDE AND MAINTAIN ALL NECESSARY GUARDS FOR THE PROTECTION OF THE PUBIJC. ME SHALL BE HELD R25FON51BLE FOR ANY DAMAGE OR INJURY TO A PERSON OR PROPERTY WHICH MAY OCCUR AS A RESULT OF H5 FAULT OR NFGUGE14CE IN THE EXECUTION OF THE WORK 2. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN WORKMAN5 COMPENSATION, COMPREHENSIVE GENERAL LIABILITY INSURANCE 1$ 1.000.000) AND PROPERTY DAMAGE INSURANCE 1$ 1.000.000.00). A COPY OF THE CERTIFICATE OF INSURANCE MUST BE FURNISHED TO OWNER GUARANTEE 1. THE GUARANTEE PERIOD POR ALL MATERIAL SHALL BEGIN AFTER FINAL APPROVAL BY LANDSCAPE ARCHITECT. 2. ALL MATERIAL EXCEPT 50D SHALL BE GUARANTEED FOR ONE YEAR PROVIDED IT RECEIVES PROPER MAINTENANCE (A5 PRESCRIBED BY THE LANDSCAPE CONTRACTOR) BYTHE OWNER AND 15 NOT DAMAGED OR DESTROYED BY HURRICANES OR OTHER CAUSES BEYOND THE CONTRACTOR'S CONTROL 3. IT 5 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BRING TO THE ATTENTION Of THE LANDSCAPE ARCHITECT THE OWNERS NEGLECT TO PROVIDE PROPER CARE OF THE MATERIAL 4. ALL REPLACEMENT C05T OF GUARANTEED MATERIAL, INCLUDING EQUIPMENT. AND LABOR SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR AWARD OF CONTRACT I . ONLY UNIT PRICE - INSTALLED BIDS FOR THE WORK MALL BE ACCEPTABLE. HOWEVER THE OWNER RETAINS THE RIGHT TO DELETE PORTIONS OP THE WORK PROM THE CONTRACT AND/OR AWARD SEPARATE CONTRACTS FOR FMA5ES OF THE PROJECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS WHEN SUCH REJECTIONS ARE IN THE INTEREST OF THE OWNER EXECUTION OF THE WORK I . ThE LAN05CAPE CONTRACTOR SHALL HAVE H5 LABOR CRM'5 CONTROLLED AND DIRECTED BY A LANDSCAPE FOREMAN WELL VERSED IN PUNT MATERIALS, PLANTING, READING OF BWEPRINT5 AND COORDINATION BETWEEN JOB AND NURSERY IN ORDER TO EXECUTE INSTALLATION RAPIDLY AND CORRECTLY. WATER I. WATER SOURCE SHALL BE FURNISHED BY THE OWNER 2. IT 15 THE RMPON5151UW OF THE LANDSCAPE CONTRACTORTO COORDINATEHIS WORK WITH IRRIGATION CONTRACTOR 3. ALL PUNT MATERIAL INSTALLED PRIORTO THE INSTALLATION OF THEW IRRIGATION 5Y5TEvI SHALL BE WATERED WITH A TEMPORARY SYSTEM BY THE LANDSCAPE CONTRACTOR GRADING I . THE GENERAL CONTRACTOR SHALL BE RI5PON51BLE FOR ALL SUBGRADE OF LANDSCAPE AREAS UNLESS OTHERWISE SPECIFIED. THE TERM 5UBGPADE SHALL BE DEFINED AS 4'-6' BELOW FINISH GRADE UNLE55 OTHERWISE NOTED ON PLANS. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHED AND FINE GRADING WITHIN PUNTER 5ED5 AND THE PILLING OF PUNTER BOXES. THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL IXCF55 SOIL AND DESKS ACCUMULATED DURING M5 WORK. 3. THE 50D CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE IN ALL SODDED AREA5. SEE 5PECIFICATION5 RELATING TO SPECIES GROWERS. DIGGING 1. THE LANDSCAPE CONTRACTOR SMALL EXERCISE CARE IN DIGGING AND OTHER WORK 50 AS NOT TO DAMAGE EX15TING WORK. INCLUDING UNDERGROUND AND OVERHEAD PIPes AND CABLES. SHOULD SUCH UNDERGROUND AND OVERHEAD OBSTRUCTIONS BE ENCOUNTERED WHICH INTERFERE WITH PLANTING, THE LANDSCAPE ARCHITECT OP THE OWNERS AUTHORIZED REPRESENTATIVE SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PIANT5 TO CLEAR 5UCH OBSTRUCTION OR MOVE THE OBSTRUCTION. 2. THE LANDSCAPE CONTRACTOR SHALL 5E RE5FON51BLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY H5 WORK PLANTING PIT5 1. EXCAVATE CIRCULAR PIT5 WITH VERTICAL 51DES FOR ALL PUNTS, EXCEPT FOR HEDGE5 AND PLANTS SPECIFICALLY DESIGNATED TO BE PUNTED IN BEDS. DIAMETER OP PffS OF TREe5 AND SHRUBS SHALL BE AT LEAST 1/3 UVGERTHAN THE DIAMETER OP THE BALL 2. EXCAVATE PLANTING FITS AND PLANTING BEDS, PREPARE FINE 5UBGRADE THROUGHOUT ALL PITS AND BEDS, AND PUCE THE PLANT5 TO BE PLANTED FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE INSTALLATION PRUNING 1. REMOVE DEAD AND BROKEN BRANCHES FROM ALL PLANT MATERIAL IMMEDIATELY. PRUNE TO RETAIN TYPICAL GROWTH MA01T OF INDIVIDUAL FLANT5 WITH AS MUCH HEIGHT AND SPREAD AS 15 PRACTICAL. 2. HEDGE MATERIALS TO BE PILLED IN, TIED AND TRIMMED TO VERrICAL AFTER INSTALLATION, WITH A FINISHED APPEARANCE UNLESS OTHERWISE NOTED. TREE BRACING AND GUYING I. LARGE TREES AND PALMS SHALL BE BRACED WITH CYPRESS POLES OR CLEAN LUMBER BRACES SMALL BE PAINTED MATTE GREEN FINISH. 2. SMALL TREES SHALL BE GUYED IN THREE DIRECTIONS WITH THREE 5TRAND5 OF NO. 12 GALVANIZED VoRE ATTACHED TO ANCHOR5 DRIVEN BELOW GRADE. W1RE5 WHICH COME IN CONTACT WITH THE TREE ARE TO BE ENCASED IN RUBBER HOSE. PLANT MATERIALS 1. NOMENCLATURE: PUNT NAMES SHALL CONFORM TO THE NAMES GIVEN IN HORTU5 IN AND IN STANDARDIZED PANT NAMES, 1942, LATEST EDITION. PREPARED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMWCLATURE. NAMES OF VARIETIES NOT INCLUDED TERREN, CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERYTRADE. 2. QUALITY: PUNTS SHALL HAVE A HABIT OF GROWTH THAT 15 NORMAL FORTHE SPECIES AND SHALL BE SOUND, HEALTHY, VIGOROU5 AND FREE FROM INSECT PESTS, PAINT D5E/5E5 AND INJURIES. TREES SHALL BE HEAVILY BRANCHED, OR IN PALMS, HEAVILY LEAFED. REQUIREMENTS FOR THE MEASUREMENT, BRANCHING GRADING, QUALITY, BARING AND BURLAPPNG OF PLANTS IN THE PANE U5T5 GENERALLY FOLLOW THE CODE Of STANDARDS CURRENTLY RECOMMENDED 5YTME AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND TH[ AMERICAN STANDARD FOR NURSERY STOCK. PLANT MATERIAL SMALL BE GRADED AS SPECIFIED ON THE DRAWINGS. GRADP5 5HALLCONFORM TO GRADES AND 5TANDARD5 FOR NURSERY STOCK STATE PLANT BOARD OF FLORIDA. PALM5 WITH MARRED OR BURNED TRUNKS WILL NOT BE ACCEPTED. PLANTS Wrrh BROKEN, DAMAGED, OR INSUFFICIENT BALLS WELL BE RUECTED. ALL PLANT5 SHALL BE FLORIDA FANCY. 3. SUB5TMMON5 WILL BE PERMITTED ONLY UPON WRITTEN APPROVAL BY THE LANDSCAPE ARCM9ECT. C. PLANTING SOIL GROUND COVER BED5- REMOVE G' OF IX15TING SOIL AND FILL IN WITH 0 OF APPROVED 501L MIX IN WITH 50 % BACKFILL SHRUB BE05- REMOVE G' OF EXISTING 501L AND FILL WITH G' OF APPROVED SOIL. MIX IN 50 % BACKFIU- TREE PITS- REMOVE SOIL IN THE AMOUNT OF 113 LARGER THAN THE BALL OF THE TREE AND REPLACE WITH APPROVED TOP SOIL PALM5- REMOVE 501L IN THE AMOUNT OF 113 LARGERTHAN THE BALL OF THE PALM AND REPLACE WITH CLEAN YELLOW SAND FREE OF WEEDS. AUGRO STANDARD MIX 501L (APPROVED 5QU 1. 50LE SOURCE - FROM ATLA5 PEAT t 501L INC., P.O. BOX 3867, BOYNTON BEACH, FLORIDA, 33424-38G7.(561) 734 -7300 2. CO- COMP05T CON515TING OF YARD TRIMMINGS AND BID5OUD5. THE DEFINITION OF ALLGRO SOIL OR APPROVED CO- COMPOST 15 AS fOLU7A5: BIO5OUD5 CO- COMPO5T SHALL CON515T OF A STABILIZED MIXTURE OF GROUND YARD TRIMMING5 AND 5I05OUD5 FROCE55ED ACCORDING TO STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDEIINF5 FORTHE PROCESSING AND DISTRIBUTION OF SEWAGE SLUDGE COMPOST. COMP05TED BIOSOUD5 SMALL ONLY BE OBTAINED FROM FACILITIES OPERATING IN COMPLIANCE WITH A VAUD PERMIT FOP, - COMF05TING OF BIOSOUD5, PRODUCING A CLA55 AA RE5IDUAL PRODUCT. AND STORING PRODUCT ON A PAD WITH A CURRBNT NEMATODE CeRTIPICAT)ON FROM FLORIDA DEPARTMENT Or AGRICULTURE. ALLGRO SOIL OR THE COMPOSTED BIOSOUD5 SHALL HAVE THE FOLLOWING CHARACTERISTIC5: WEED FREE - WATER HOLDING CAPACITY - 200 % BY WEIGHT MINIMUM - M05TURC CONTENT - 50 % BY WEIGHT MAXIMUM - CARBON TO NITROGEN RATIO - LESS THAN 25 TO 1 - ORGANIC MATTER CONTENT - 40 % BY DRY WEIGHT MINIMUM - 5OW BLE SALTS - LF55 THAN 3 MHZ / CM - FM - 7.0 - 7.9 - 5TABILily (RESPIRATION / CO2 EVOLUTION) - 4.0 MAXIMUM - MINIMUM NUTRIENT IEVEL5 AS FOLLOWS: MACRO NUTRIENTS NITROGEN (N) - 1.0% MINIMUM, WATER IN50WBLF NITROGEN 90% MIN. PHOSPHORUS (P) -0.5 % MINIMUM POTASSIUM IN - 0.2 % MINIMUM OTHER MACRO AND MICRO NUTRIENTS THE COMPOST SHALL CONTAIN LEVELS OF THOSE MICRO NUTRIENT5 NECESSARY FOR PUNT GROWTH. THESE INCLUDE CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER IRON, MANGANESE, AND MOLYBDENUM. COMPOST NOT MEETING THESE REQUIREME75 WILL NOT BE ACCEPTED. 1. 501L FOR PUNTING TREES, SHRUBS AND GROUND COVER SHALL Be ALLGRO SOIL UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 2. IT SHALL BE THE RESPONSIBIUTY OF THE LANDSCAPE CONTRACTOR TO REMOVE ANY EXCESS SOIL AND DEBRIS FROM THE SITE. REFER TO THE GRADING PIAN AND GRADING SPECIFICATIONS. FERTIUZER 1. TREE5 USE ONE 320 GRAIN AERIFORM PIANTING TABLET PER I/2' TRUNK DIAMETER $PALE EIXIALLYAROUND AT 2r3 DEFT OF &J1 2. SHRU55 AERIFORM PLANTING TABLETS SHALL BE USED AS FOLLOWS: GALLON CAN MATERIAL 2 EGG CAN MATERIAU 4 LEM CAN AND LARGE 5,15 MATERIAL 6 3. SOD USE 8 -1 0-1 O FERTILIZER WTTH TRACE ELEMENTS APPLIED AT THE RATE OF 15 LES. PER 100050. Fr. PRIOR TO LAYING SOD. 5A)AL PALMS 1. 5ABAL PALMS SHALL HAVE A MINIMUM TRUNK DIAMETER OF 12' MEASURED 2' ABOVE GROUND. ROOT BALL SHALL BE A MINIMUM OF 4' IN WIDTH. HEDGES I . THE LANDSCAPE CONTRACTOR SHALL PROVIDE FULL MATERIAL TO PRODUCE A SOLD SCREEN FROM THE TOP OF THI5 HEDGE TO THE BASE. 2. THE LANDSCAPE CONTRACTOR SHALL BE KMPON51BLETO ADD FILLERS TO THE HEDGE AS NEEDED TO PRODUCE A 50UD FULLTO BASE (F.T.B.), SCREEN TO BE INCLUDED IN THE CONTRACTED PRICE. 3. PLANT MATERIAL WITH WEAK OR THIN FOLIAGE WILL NOT BE ACCEPTED. VINE5 1. MATERIALS 1 INSTALLATION OF VINE SUPPORTS SHALL Be INCLUDED IN UNIT C05T Or VINE SPECIFIED SODDING I . THE LANDSCAPE CONTRACTOR SHALL 50D ALL AREAS INDICATED AND NOTED ON THE DRAWINGS, 2. NO 50DOING SHALL OCCUR UNTIL ALL ARIAS TO Be 50DDFD ARE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, THE GROUND BROUGHT TO AN NW GRADE AND SPECIFIED AMENDMENTS HAVE BEEN ADDED. SEE DETAILS FOR SPECIFIC AMENDMENTS AS PER 50D TYPE. 3. THE SOD SHALL BE FIRM, TOUGH TEXTURE, HAVING A COMPACTED GROWTH OF GRA55 WITH GOOD ROOr DEVELOPMENT. IT SHALL CONTAIN NO NOXIOUS WEED5, OR ANY OTHER OBJECTIONABLE VEGETATION, FUNGUS, INSECTS OR DISEASE. PREPARATION OF AREAS SHALL BE PERFORMED WELL ENOUGH IN ADVANCE TO ALLOW 5UFFIQI!NT TIME TO WORK PROPERLY. THE SOIL EMBEDDED IN THE 50D SMALL BE GOOD, CLEAN EEE ARTH. FREE FROM STONES AND DEBRIS. THE 50D SHALL BE FRFROM FUNGUS, VERMIN, AND OTHER DISEASES. 4. BEFORE BEING CUT AND LIFTED. THE 50D SHALL HAVE BEEN MOWED AT LEAST THREE TIMES WITH A LAWN MOWER, WITH THE FINAL MOWING NOT MORE THAN SEVEN DAYS BEFORE THE SOD 15 CUT. THE 50D SHALL BE CAREFULLY CUT INTO UNIFORM DIMENSIONS. 5. SOLID 50D SHALL BE WD WITH CLOSELY ABUTTING JOINTS WITH A TAMPED OR ROLLED EVEN 5URFACG G. WATERING SMALL Be ACCOMPLISHED UNTILACCV7ANCE OF THE WORK BY THE LANDSCAPE ARCHITECT. 7. MAINTENANCE OF MATERIAL SHALL BE The RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR UNTIL FINALAPPROVAL OF LANDSCAPE ARCHITECT. 8. IT SHALL BE THE RESPONSIBILITY OP THE LANDSCAPE CONTRACTOR TO BRING THE SOD EDGE IN A NEAT, CLEAN MANNER TO THE EDGE OF ALL PAVING AND SHRUB AREAS. S. SEE PLANS FOR DETAILS. RE: 50D VAMEEIE5 I O..t I' OF LEVELING SAND 15 REQUIRED PRIORTO INSTALLATION OF PA5PAWM. 1 1. ALL 50D AREA SHALL BE TREATED Wm1'RDUND UP 740 WEEKS PRIOR TO INSTALLATION FOR REMOVAL OF ANY EXISTING OBJECTIONABLE PLANTS. DOSAGE AND APPLICATION PER MANUFACTURERS 5PECIFICAT045. CLEAN UP 1. THE LAN05CAFE CONTRACTOR SHALL AT ALLTNF5 KEEP THE PREMI5EB FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RIJBB5H CAUSED BY HIS EMPLOYEES OR WORK. HE SHALL LEAVE ALL PAVED AREAS 'BROOM CLEAN' WHEN COMPLETED WITH THE WORK. 2. MARKS AND DAMAGE TO EXISTING PAVING MATERIAL5 SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND REMOVED AND REPLACED OR CLEANED. PLANT LIST Quantity Sclentlfk Name Connor Name Planting Size 6 At-la portodora Portndorn Lay 7 -Gal 13 Annuals Annuals (as specified) I 1 -Ga1 256 Annuals Annuals Co. specified) 4- pots 3 Argyrela nervosa Silver Morning Gory 3 -Gal 3 Asclepks curassavka 'Silky Gold' Yellow Asclepl.s 3 -Gal 52 Begonia odor.t. 'alb.' White Angel Begonia 3 -Gal 2 Brugmansin X ...did. Angel's Trumpet, Salmon 15 -Ga1, 8' ht. 515 Ruxus mkrophylln Japonica Japanese boxwood 1-Gat 1 Citrus shensis 'Valencia Grange' Valentin Grange 10' sod 3 Citrus x parndisl •Ruby' Ruby Red Grapefruit 10' Tad 10 Coreopsls Ieavenworthil Leavenworth Tkkseed 1 -G.1 1 Dombeyn 'Seminole' Dombeya Seminole 5' x 5', 25 Go[. 14 Dypsis lutescens Arec. Palm 15' on - full 165 Fkus mkroc.rpa 'Green Island' Fkus Green Island 3 -Ga1 543 I.F. 24 Fkus Jtld. Galphhk grncRl. Cuban Lourel Thry.INs 10' ht. f.t.b. 3-Gal 26 Gardenia nugusta 'Komi Supreme' Mani Supreme Gardenia 30'x30' 2 HWlscus 'Anderson Crepe Hibiscus' Anderson Crepe Hibiscus 10 -pal, 8' ht, bush 5 FWscus 'grafted' Mbi- 3 -Gal, 18' o/c 5 Honnlonen. 'Emerald Green' Emerald Green 1 -Gal I Musa acumhatn 'Cavendkh' C.vendish I0 -ga1, 6'-B' mWti 37 Neorwrkn gracilis Valkhg Iris 1 -Gal 34 Neomarka IonglFolia Fan Iris I -G.1 1 Persea nmerkarw Avoc.do 10' ht. 3 Phoenix doctyllfern 'Tunis' Tunis date poln c.t. 58 I.F. Podoc.rpus m.crophytlus Yew podocarpus tb �3-Gat 16 Ruellla brlttoninna 'Purple Showers' Purple Showers Ruellla 29 Snlvla 'Indigo Spire' Blue S.Wl.. 3 -G.1 54 Salvia coccinea 'Snww Nymph' Vhlte S.wla I -Gal I Strelitzin nko11N White Bird [If Paradise 12' b6b 5 Tabernnemontana divarkat. Pinwheel Jasmine 15 -Gal. 413 Tr .chelospernum aslaticun 'nkNmn' Mnim. Jnsmhe 1 -Gal 24 1 Trachelospermum Jnsminoldes Confederate Jasmine 7 -Gal, train to wall 3 Vodytl. bifurcat. Foxtall Pain 7' c.t. 9,500 s.f. Pnspalum Sod See Specifications 30 c.y. Yellow Sand For leveling 18 cy. AIIGro Standard sdl See Specifkn {ions 9 c.y. Melalucn MWch See Specificatbns The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 fi F O E I i 6....� JUN 2 8 2002 Town of GO Stream, FL Suikiing De08rtm* M N0, I DATE I DESCRIPTION REVISIONS SANCHEZ a MADDUMNC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite •206, Palm Beach, FL 33480 Telephone-.361-655-9006 Fax561-655 -9007 FL registration *223 8'295 NY registration 11704 e -mail: smllaebellsouth.net wwwsmila.net TITLE Landscape Specifications SCALE PROJECT NO N/A 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL 1 DRAWING NO. G •zp -o2 L- 9 � SHEET 9 OF 9 Dnp VALVE NUMBER 112 0.5 3/4 6-10 I 11-16 1 -114 17 -26 NOZZLE LEGEND A RAINBIRD I5F 3.70 GPM @ 30 P51 B RAINBIRD 1570 2.78 GPM @ 30 P51 C RAINBIRD 15H 1.85 GPM @ 30 P51 D RAINBIRD 15T 1.23 GPM @ 30 P51 E RAINBIRD 15Q .93 GPM @ 30 P51 F RAINBIRD 12F 2.6 GPM @ 30 P51 G RAINBIRD 12TO 1.95 GPM @ 30 P51 H RAINBIRD 12H 1.30 GPM @ 30 P51 1 RAINBIRD 12T .87 GPM @ 30 P51 J KAIN51RD 12Q .G5 GPM @ 30 P51 K RAINBIRD I OF -LA 1.57 GPM @ 30 P51 L KAINBIRD I OH -LA .79 GPM @ 30 P51 M RAINBIRD I OT -LA .52 GPM @ 30 P51 N PAINBIRD 100 -LA .39 GPM @ 30 P51 0 RAINBIRD 8F -FLT 1.05 GPM @ 30 P51 P RAINBIRD 8H -FLT .52 GPM @ 30 P51 Q RAINBIRD 8T -FLT .35 GPM @ 30 P51 R RAIN51RD 8Q -FLT .2G GPM @ 30 P51 5 RAINBIRD 5F .41 GPM @ 30 P51 T RAINBIRD 5H .20 GPM @ 30 P51 U RAINBIRD 5T . 13 GPM @ 30 P51 V RAINBIRD 50 . 10 GPM @ 30 P51 W RAINBIRD 1555T 1.21 GPM @ 30 P51 X RAINBIRD 15F5T .G I GPM @ 30 P51 Y RAINBIRD 15C5T 1.21 GPM @ 30 P51 Z RAINBIRD 130OA -F 1.9 GPM @ 30 P51 ?one The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 RECEIVED j u N 2 8 2002 Town of GO Stream, FL Buildim DepartmeW 10. 1 DATE I DESCRIPTRW SANCHEZ 8 MADDUX,INC LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone.561- 655 -9006 Fax56 I -M-9007 FL registration •223 8'295 NY registration •1704 e -mail: smilaebellsouth.net www.smila.net TnU Irrigation Plan SCALE PROJECT NO. 1/8 = F 0" 0211 CATE DRAWN BY CHECKED 04 -15 -02 CLS SEAL DRAWING NO. y , -Z7^ O% IR -1 00 / SHEET I OF 3 . O IRRIGATION SPECIFICATIONS EXTENT: INCLUDES FUFZN15HING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION OF THE IRRIGATION 5Y5T@A. THE WORK INCLUDES, BUT 15 NOT LIMITED TO THE FOL OWING: (1) TRENCHING AND BACKFILUNG; (2) AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM; (3) TEST ALL SYSTEMS AND MAKE OPERATIVE; (4) A5 -BUILT DRAWINGS. GENERAL: 1. PERMITS AND FEES: OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION SHALL BE ARRANGED AS REQUIRED. ON COMPLETION OF THE WORK, SATISFACTORY EVIDENCE SHALL BE FURNISHED TO THE TENANTS CONSTRUCTION REPRESENTATIVE TO SHOW THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE ORDINANCE AND CODE REQUIREMENTS. 2. APPROVAL; WHEREVER THE TERM5'APPROVC OR'APPROVED' ARE USED IN THE SPECIFICATIONS, THEY SHALL MEAN THE APPROVAL OF THE TENANTS CONSTRUCTION REPRESENTATIVE IN WRITING. 3. BEFORE ANY WORK 15 STARTED, A CONFERENCE SHALL BE HELD BETWEEN THE CONTRACTOR AND THE TENANTS CON5TRUGTION REPRESENTATION CONCERNING THE WORK UNDER THI5 CONTRACT. 4. COORDINATION; COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. 5. INSPECTION OF SITE; A. CONTRACTOR SMALL ACQUAINT THEMSELVES WITH ALL SITE CONDITIONS. 5UDM155ION OF HI5 OR HER PROPOSAL SHALL BE CONSIDERED EVIDENCE THAT THE EXAMINATION HA5 BEEN CONDUCTED. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE TENANTS CONSTRUCTION REPRESENTATIVE FOR IN5TRIUCTION5 AS TO FURTHER ACTION. FAILURE TO DO 50 WILL MAKE CONTRACTOR LIABLE FOR ANY DAMAGE THERETO ARISING FROM HI5 OR HER OPERATIONS SUBSEQUENT TO V15COVM OF SUCH UTILITIES NOT SHOWN ON PLANS. B. CONTRACTOR SHALL MAKE NECESSARY ADIU5TMENT5 IN THE LAYOUT AS MAY BE REQUIRED TO CONNECT TO EXISTING 5TUBOUT5, SHOULD SUCH 5TU55 NOT BE LOCATED EXACTLYA5 SHOWN, AND AS MAY BE REQUIRED TO WORK AROUND EX15TING WORK AT NO INCREASED C05T TO THE TENANTS CONSTRUCTION REPRESENTATIVE. G. PROTECTION OF EXISTING PLANTS AND 517E CONDITIONS; THE CONTRACTOR SHALL TAKE NECE55ARY PRECAUTIONS TO PROTECT SITE CONDITIONS TO REMAIN. SHOULD DAMAGED BE INCURRED, THI5 CONTRACTOR SHALL REPAIR THE DAMAGE TO Ir5 ORIGINAL CONDITION AT HI5 OR HERS EXPENSE. 7. THE OWNER RE5ERVE THE RIGHT TO 5UB5TMJTE, ADD, OR DELETE ANY MATERIAL OR WORK AS THE WORK PROGRESSES. ADJUSTMENTS TO THE CONTRACT PRICE SHALL BE NEGOTIATED IF DEEMED NECESSARY BY OWNER ON A PER DIEM BASIS. 8. THE OWNER RESERVE THE RIGHT TO REJECT MATERIAL OR WORK WHICH DOE NOT CONFORM TO THE CONTRACT DOCUMENTS. REJECTED WORK SHALL BE REMOVED OR CORRECTED AT THE EARLIEST TIME POSSIBLE. 9. WORK SCHEDULE; WITHIN 10 DAYS AFTER AWARD OF THE CONTRACT, THE CONTRACTOR 5HALL SUBMIT TO THE OWNER A WORK SCHEDULE. 10. A5 -BUILT IRRIGATION DRAWINGS; PREPARE A5 -BUILT DRAWINGS ON A BLUEPRINT WHICH SHALL SHOW DEVIATION5 FROM THE BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAINLINE PIPE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES. THE DRAWINGS SHALL AL50 INDICATE AND SHOW APPROVE SUBSTITUTIONS, MATERIAL AND MANUFACTURE NAME AND CATALOG NAME AND CATALOG NUMBER THE DRAWINGS SHALL BE DELIVERED TO THE TENANTS CONSTRUCTION REPRESENTATIVE BEFORE FINAL ACCEPTANCE OF WORK 1 1. FINAL ACCEPTANCE; FINAL ACCEPTANCE OF THE WORK MAY BE OBTAINED FROM THE TENANTS CONSTRUCTION REPRESENTATIVE UPON THE SATISFACTORY COMPLETION OF ALL WORK 12. GUARANTEE; ALL WORK SHALL GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL AL50 COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISE RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTORY OF THE TENANTS CONSTRUCTION REPRESENTATIVE REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO C05T TO THE OWNER MATERIALS; 1. GENERAL; ALL MATERIALS THROUGHOUT THE SYSTEM SHALL Be NEW AND IN PERFECT CONDITION. 2. PLASTIC PIPING; ALL MAINUN15 SMALL BE 5CH 40 SOP 21 POLYVINYL CHLORIDE (PVC) PIPE AND SHALL CONFORM TO C5- 25G -63 ALL LATERAL PIPING SMALL BE FVC CLA55 I GO SOLVENT WELD CONFORMING TO A5TM D-1784 AND D -2241. 3. PLASTIC FITTINGS; 5CH 40 SOLVENT WELD, POLY AWL CHLORIDE (PVC) STANDARD WEIGHT AS MANUFACTURED BY5LOANE, UL5CO, OR APPROVED EQUAL 4. SOLVENT CEMENT; COMPATIBLE MITI PVC PPE, OF PROPER CON515TENCY AND COLOR 5. SPRINKLER HEAD RISERS; 5CH 40 PVC FOR RISERS G. AUTOMATIC CONTROLLERS; SEE LEGEND 7. REMOTE CONTROL VALVE; SEE LEGEND 8. CONTROL WIRING; 24 VOLT SOLD ULAPPROVFD FOR DIRECT BURIAL IN GROUND. CONTROL WIRE - F 16, COMMON WIRE - / 14 9. SLEEVES FOR CONTROL WIRING; UNDERALL WALK5 AND PAVED AREAS AND WHERE INDICATED ON DRAWING. MINIMUM PVC 200 P51 PLASTIC PIPE 10. SPRINKLER HEADS; SEE LEGEND WORKMANSHIP; I . LAY OUT WORK AS ACCURATELY AS P0551BLE TO THE DRAWINGS. THE DRAWINGS, THOUGH CAREFULLY DRAWN, ARE GENERALLY DIAGRAMMATIC TO THE EXTENT THAT SWING JOINTS, OFFSETS, AND ALL FITTINGS ARE NOT SHOWN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS AND SHALL MAKE ANY NECF55APY MINOR ADJUSTMENTS AT NO COST THE THE TENANTS CONSTRUCTION REPRESENTATIVE. 3. ANY MAJOR REV151ON5 TO THE IRRIGATION SYSTEM ML15T BE SUBMITTED AND ANSWERED IN WRITTEN FORM. ALONG WITH ANY CHANGE IN CONTRACT PRICE IN5TALLATION; A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDING UNDER THI5 5EC DON, INCLUDING 5N0RING OF EARTH BANKS TO PREVENT CAVE -IN5. RESTORE ALL SURFACE, EXISTING UNDERGROUND IN5TALIATION5 TO THEIR ORIGINAL CONDITION AND IN A MANNER APPROVED BY THE OWNER B. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF G INCHES BETWEEN PARALLEL PIPE UNE. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM MN15H GRADE AS FOLLOWS; 1) 18 INCHES MINIMUM COVER OVER MAINLINE 2) 12 INCHES MINIMUM COVER OVER CONTROL WIRING FROM CONTROLLER TO VALVE. 3) 12 INCH MINIMUM COVER OVER LATERAL UNES TO HEADS. C. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES AND RED LANTERNS AS REQUIRED BY THE SAFETY ORDERS OF THE DIV15ION OF SAFETY AND LOCAL ORDINANCES. 2. PPE LINE ASSEMBLY. A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL; PLACE NO CL05ERTHAN 12 INCHES TO WALK EDGES, BUILDINGS AND WALL5. B. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED U51NG SOLVENTS AND METHODS RECOMMENDED BY MANUFACTURER OF THE PIPE, EXCEPT WHERE 5CRPWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DL15T AND MOISTURE BEFORE APPLYING SOLVENT WITH A NON- 5YNTHETIC BRISTLE BRUSH. C. PIPE MAY BE A552MBUD AND WELDED ON THE SURFACE SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPAN51ON AND CONTRACTION. D. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGS USING PLASTIC MALE ADAPTERS. 3. SPRINKLER HEADS; A. INSTALL ALL 5PRINKLER5 AS DETAILED ON DRAWING5. B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION. 4. FLUSHING LINES; A. THOROUGHLY FLU511 OLTT ALL WATER UNE BEFORE INSTALLING HEADS, VALVES AND OTHER HYDRANTS. B. TEST IN ACCORDANCE WITH PARAGRAPH ON HYDROSTATIC TESTS. C. UPON COMPLETION OF THE TESTING, THE CONTRACTOR SHALL COMPLETE A55EM15LY AND ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION. 5. HYDROSTATIC TESTS; (IF APPLICABLE) A. REQUEST THE PRESENCE OF THE OWNER IN WRITING AT LEAST 48 HOUR5 IN ADVANCE OF TESTING. B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE OWNER C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR BUFFING UNDER PRESSURE. D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 120 P51 WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST 2 HOURS AND WITH THE RISERS CAPPED AS FOLLOWS; I )MAINLINE AND 5UBMAIN5 TO BE TESTED FOR 2 HOURS. 6. AUTOMATIC CONTROUJ!R5; A. CONNECT REMOTE CONTROL VALVE TO CONTROLLER IN A CLOCK SEQUENCE TO CORRESPOND WITH STATION SETTING BEGINNING WITH STATION 1,2,3,ECT. 7. AUTOMATIC CONTROL WIRING; A. INSTALL CONTROL WIRING, 5PRNKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE. B. INSTALL CONTROL WIRE AT LEAST 18 INCHES BELOW FINISH GRADE AND LAY TO THE SIDE AND BELOW THE MAINLINE. PROVIDE LOOPED SLACK AT VALVES AND SNAKE WIRE5 IN TRENCH TO ALLOW FOR CONTRACTION OF WIRES. TIE WIRE IN BUNDLES AT INTERVALS. C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY ON RUNS OVER 500 FEET. 0. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING, CONSTRUCTION ECT. SHALL BE ENCASED IN PLASTIC OR GALVANIZED STEEL CONDUIT EXTENDING AT LEAST 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 8. BACKFILL AND COMPACTING A. AFTER SYSTEM 15 OPERATING AND REQUIRED TESTS AND INSPECTION5 HAVE BEEN MADE, BACKFILL EXCAVATIONS AND TRENCHES WITH CLEAN SOIL, FREE OF RUBBISH. B. BACKFILL FOR ALL TRENCHES, REGARDLE55 OF THE TYPE Of- PIPE COVERED, SHALL BE COMPACTED TO MINIMUM 95% DENSITY. C. COMPACT TRENCHES IN AREAS TO BE PANTED BY THOROUGHLY FLOODING THE BACKFILL JETTING PROCESS MAY Be USED IN TH05E AREAS. D. DRESS OFF ALL AREA5 TO MN15H GRADE. Imgatwn P.pe Tabk Length I Symbol I Plpe 49 ® 2' 200 P51 5DR 21 PVC Rpe Enyk5h Units 38' Oe 3' 200 P51 SDP. 21 FVC Hpe EngkM Units C LCE=== 4. 200 P51 5DR 21 PVC Flpe E"kM Units 500 - - - - - - 1 -1/4' Schedule 40 PVC Rpe Engksh huts Imgabm Egwpment Table Quanbty Symbol Egwpment I ® Rmnb-i Corltrdler Model E5P -20tX+ vtl M,l Q,k Ram Sensor 15 Oe Ra'*a 1 Zone V'We Modd 100 -DVF (17 3 C O RaIrlbNd Zone v.w Model XCZ -1 DO (I 7 I ® 3/4' Water Meter (c -brig) I N I' PVB Backfl- Preventer m UflM per code 2020 .G5 GPM @ 30 PSI FmI bKd Drlphne Model LD -09 -12 -500 Imgatwn Heads Table Qua.w Symbol 5prmkla Heads 143 C RAINBIRD 15H RAINBIRD 1806 Pop -up Spray Need (G') 12 Oe RAINBIRD 1812 Pap -up Spray Head (121 15 C O RAINBIRD Shrub Adapter Model FA-85 InstaHM on 12' PVC RR 20 • RAINBIRD Rood Bubbler Model 130OA -F 3 O RAINBIRD XEM- BUBBLER 5X6180180 NOTE: OUANTME5 GIVEN ARE FOR OONTBACTO95 CoweNlo= ONLY. THE AC RACY 15 NOT GUARANTEED. R 15 RECOAAM OW THAT ONE VERIFY ALL OUANTITIE5. NOZZLE LEGEND A RAINBIRO 15F 3.70 GPM @ 30 P51 B RAINBIRD 15TO 2.78 GPM @ 30 P51 C RAINBIRD 15H 1.85 GPM @ 30 P51 D RAINBIRD 15T 1.23 GPM @ 30 P51 E RANBIRD 150 .93 GPM @ 30 P51 F RAINBIRD 12F 2.G GPM @ 30 P51 G RAINBIRD 1270 1.95 GPM @ 30 P51 H RAINBIRD 12H 1.30 GPM @ 30 P51 I R JNBIRD 12T .87 GPM @ 30 P51 J RAINBIRD 120 .G5 GPM @ 30 PSI K RAINBIRD I OFAA 1.57 GPM @ 30 P51 L RAINBIRD I OH -LA .79 GPM @ 30 F51 M RAIN51KD I OT -LA .52 GPM @ 30 P51 N RAINBIRD 100-LA .39 GPM @ 30 P51 O RAINBIRD 8F -FLT 1.05 GPM @ 30 P51 P RAINBIRD 8H -FLT .52 GPM @ 30 P51 0 RAINBIRD 8T -FLT .35 GPM @ 30 P51 R RAINBIRD 80 -FLT .2G GPM @ 30 P51 5 RAINBIRD 5F .41 GPM @ 30 P51 T RAINBIRD 5H .20 GPM @ 30 P51 U RAINBIRD 5T .13 GPM @ 30 P51 V RAINBIRD 50 .10 GPM @ 30P51 W RAINBIRD 1555T 1.21 GPM @ 30 P51 X KAINBIRD 15F5T .G I GPM @ 301-51 Y RAINBIRD I SC5T 1.21 GPM @ 30 P51 Z RAIN51RD 130DA -F 1.9 GPM @ 30 P51 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW. 1 -800- 432 -4770 ESTATE OIY CAl1 rY *.. A NOTES 00 NOT SCALE PLAN FOR EXACT HEAD LOCATION ALL SHRUB RISERS SHALL BE PAINTED FIAT BLACK INSTALL BUBBLERS ON ALL LARGE TREES AND PALMS THE IRRIGATION CONTRACTOR SHALL MAKE ALL ADJU5TMENT5 TO THE IRRIGATION 5Y5TEM TO INSURE 100% COVERAGE THE IRRIGATION CONTRACTOR SHALL RUN 2 ADDITIONAL 5E75 OF WIRES IN EACH DIRECTION TO FURRIEST ELECTRIC VALVE THE FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE OWNER PROVIDE AND INSTALL MINI -CUK RAIN SENSOR IN LOCATION WHERE IT WILL BE D(PO5ED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. ALL MAINLINE SLEEVE LOCATIONS ARE TO BE ACCOMPANIED WITH A 2 INCH SLEEVE FOR THE CONTROL WIRES SLEEVE SHALL BE TWICE THE 51ZE OF THE PIPE TO BE ACCOMMODATED ADJUST SPRAY HEADS TO MINIMIZE OVER5PRAY ON BUILDINGS, WALKWAYS, HARD5CAPES,ECT. WATER SOURCE SHALL BE PROVIDED BYA 3/4' METER THIS PLAN WAS PREPARED BY A CERTIFIED IRRIGATION DESIGNER AND MEET5 THE STANDARDS OF THE IRRIGATION ASSOCIATION. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEE AND PERMITS WALL-\ - LEAD WIRES TO CONTROLLER NOTE: MOUNT MINI -CUK ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, T P BUT NOT IN THE PATH OF SPRINKLER SPRAY. 0019 AdI' MINI -CLIK NO s"AL' INSTALLATION DETAIL RAIN SENSOR O1 PLANT MATERIAL 2 FINISH GRADE/TDP OF MULCH ] POP -UP SPRAY SPRINKLER: RAIN &RD 1012 W /PIASEI,IC MPR NOZZLE ©�RN/d I BIRD'MDDEI. SPP100 (DI/82-NM MALE NPT v .480 WW BARB ELBOW: RAW BRO MODEL SBE -050 NPYC LATERAL PPE 7 PVC SCH 40 TEE OR ELL POP -UP SPRAY SPRINKLER The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 E z RECEIV �fu j U N 2 8 2002 Town of Gull Stream, FL g3kii1riino Deoatt►nlf y NQ I DATE I DESCRIPTION REVISIONS SANCHEZ s MADDUX,INC LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite -206, Palm Beach, FL 33480 Telephone:561-655-9006 FaX:561-655 -9007 FL registration •223 8'295 NY registration *17G4 e -mail- smilasbellsouth.net wwwsmila.net TITLE Irrigation Specifications SCALE PROJECT NO. NTS 0211 DATE DRAWN BY CFIECKE D 04 -15 -02 CLS SEAL DRAWING NQ 6-z?-o?- I IR -2 % r 4aQ SHEET 2 OF 3 O1 PVC SCH 80 NIPPLE (CLOSE) 02 VALVE BOX WITH COVER: 24 -INCH SIZE O3 ID TAG: RAIN BIRO SERIES D TAG 7 6 5 4 3 2 1 04 WATER PROOF CONNECTION RAIN BIRO SPLICE -1 (I OF 2) O30 -INCH LINEAR LENGTH B _ �FIIIISHI OF WIRE, COILED 9 GRADE TOP OF MULCH PVC SCH 40 COUPLING 10 @PVC SCH 60 NIPPLE 9 (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 119 11 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) M10 PVC SCH 40 ELL 12 PVC SCH 40 TEE DR ELL 08RICK (1 OF 4) 7q 3.0 -INCH MINIMUM DEPTH OF 12 13 14 15 16 17 18 19 3/4 -INCH WASHED GRAVEL 75 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ- 1DDCOM 17 PVC SCH BO UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER 19 PVC LATERAL PIPE XERIGATION CONTROL ZONE KIT CD MIN. OF 12- INCHES ABOVE HIGHEST POINT OF DISCHARGE O2 PRESSURE VACUUM BREAKER RAIN BIRD PVB -R Q COPPER MALE ADAPTER (1 OF 2) ® COPPER 9P ELL (1 OF 3) OS COPPER UNION (I OF 2) O6 COPPER PIPE (TYPICAL) O FINISH GRADE OB COPPER FEMALE ADAPTER O IRRIGATION MAINLINE PIPE 10 PVC MALE ADAPTER it COPPER PIPE FROM POINT -OF- CONNECTION NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. PRESSURE VACUUM BREAKER O PLASTIC NOZZLE: RAI N BIRD :2) 18(10 SERIES PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA -BS PLANT MATERIAL 4 FINISH GRADE/TOP OF MULCH D 5 UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) D 1/2 -INCH FEMALE NPT x 0.490 -INCH BARB ELBOW: RAIN BIRD MODEL SBFE -050 SWING PIPE, 12 -INCH LENGTH: RAIN BIRD MODEL SP -10O a PVC LATERAL PIPE D 1/2 -INCH MALE NPT 490 -INCH BARB ELBOW: RAIN BIRD MODEL SBE -050 PVC SCH 40 TEE OR ELL I NOZZLE ON RISER I 01 M,CRO- BUBBLER RAIN BIRD XERI- BUBBLER 5XB -1 80 O 1 /2-NCH FPT X 10 -32 RTHRAINBRAA 1P0 E32 OTOP OF MULCH O FINISH GRADE OS 1/2 -INCH PVC SCH BO NIPPLE (LENGTH AS REQUIRED) O6 PVC SCH 40 TEE OR ELL 07 PVC LATERAL PIPE XERI— BUBBLER /SPRAY ON ADAPTER @30-NCH LINEAR LENGTH OF WIRE, COILED OZ WATER PROOF CONNECTION (1 OF 2) O3 ID TAG O VALVE BOX WITH COVER: 12 -INCH SIZE $FINISH GRADE/TGP OF MULCH 6 REMOTE CONTROL VALVE: RAM! BIRD DVF 07 PVC SCH 60 NIPPLE (CLOSE) O PVC SCH 40 ELL O9 PVC SCH SO NIPPLE (LENGTH AS REQUIRED) f0 BRICK (1 OF 4) I1 PVC MAINLINE PIPE 12 SCH BO NIPPLE (2 -INCH LENGTH. HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE @3.0-INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL REMOTE CONTROL VALVE O7 ADJUSTABLE FULL CIRCLE BUBBLER: RAN BIRD 1300A -F PLANT MATERIAL FINISH GRADE /TOP OF MULCH UV RADIATION RESISTANT 1/2 NCH PVC SCH BO NIPPLE (LENGTH AS REQUIRED) 1/2 -NCH FEMALE NPT x 0.490 -INCH BARB ELBOW: RAIN BIRD MODEL SBFE -050 SWING PIPE, 12 -NCH LENGTH. RAIN BIRD MODEL SP -100 PVC LATERAL PIPE 1/2 -NCH MALE NPT 490 -INCH BARB ELBOW: RAIN BIRD MODEL SBE -050 PVC SCH 40 TEE OR ELL :: (DPRESSURE - COMPENSATING + IN -LINE EMITTER --� TUBING: RAIN BIRD LO -09E EMITTER 2 O EMITTER (PRE- INSTALLED) _ 1 IN TUBING 3O PVJ4T MATERIAL I2 ® LOCRAIINGBIRDELOC-11n6 -TEE ------------ j' VVVV 4 2 I 1 I 1 1 1 1 I I I 1 1 1 � LANDSCAPE DRIPLINE ,—OUTSIDE WALLJ O HYBRID CONTROLLER: RAIN BIRD ESP -LX+ SERIES OUTDOOR WALL MOUNT O 1.5 -INCH PVC SCH 40 CONDUIT AND FTmNGS O3 WIRES TO REMOTE CONTROL VALVES 04 JUNCTION BOX O 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY HYBRID CONTROLLER Q__ 00._ O POP -UP SPRAY SPRINKLER: RAI W/PLASRD MPR NOZZLE FINISH GRADE/TOP OF MULCH O3 PLANT MATERIAL ® PVC LATERAL PIPE O SWING ASSEMBLY: RAIN BIRD MODEL SA 6050 © PVC SCH 40 TEE OR ELL 4 5 6 POP —UP SPRAY SPRINKLER The OFthwein Residence 330 Banyan Road Gulfstream, Florida 33483 E z RECEIVED j U N 2 8 2002 Town of Gull Strum, FL i3uildng D"t#tt OW NO. I DATE I DESCRIPTION REVISIONS SANCHEZ a MADDUX,INC LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite '206, Palm Beach, FL 33480 Telephone:561- 65519006 Fax561- 655 -9007 FL registration •223 8.295 NY registration •1704 e -mail: smilafbellsouth.net wwwsmila.net TITLE Irrigation Details SCALE PROJECT NO. NTS 0211 DATE I DRAWN BY CHECKED 04 -15 -02 CLS SEAL DRAWING NO. 6-27 6z IR -3 D Alf 4i% n „ SHEET 3 OF 3 TOP BENCH NAIL A WASHER ELEVATION +3'75 - _ FOUND NAIL p BAN YA N =o� D f o (NO ND WASHER NUM R) I _ pAVED � CATCH +3.89---- - �— BASIN 5. �- ' NOT SET _ 142.60 I)PT PL.E ON CORNER K - _ 34.77 I LI `4 POLE WITH ARC,- - ANCHORS RADnJS 99 39'4 " V m C.A. = 5.0' WITH CAPILS t0' NORTH (WITNESS CORn �n WALL WITH COLUMNS i 19.4' +7.2 W Q 18.3' W o `b Ld 1 5' ,III 5' 1 K ui CATCH 0.2, f BASH 0 N do .. 'o rid Q+ 0 J Ld 7m '2 POLE FOUND 1" d?ON PPE (NO MJMBER) © COPYRIGHT 2003 O'BRIEN, SUITER & O'BRIEN, INC. L6 I o BRICK AND CONC. DRIVE o Y 4.5' LIST m STATION 3 +ZJ 1' oo Q STEPS 5 g WALL WITH 23 g � �' I COLUMNS N �- COVERED 6.2' 3.4 �� .�� 3.4' 3 CONC. Ni N 'r? Io C 0 N C 19.4' 9.4' 16.3' BRICK GARAGE +7.72 I Q 1 STORY RESIDENCE WALLS WI Q FLOOR +8.27 � �p� � Z 'Cf Y GATE METAL W o ,� e v ti �- � GATE 22.4' ;� 25.6' PLANTER ;� Q o ^ Q C N 13.0' + 3 in �,� COVERED ap Z �Q CONC AND TRELLIS COVERED o� �f ;.� BRICK CONC. AND BRICK 23.6' �` �" ..01 I +76 +77 Y 12' I POOL CONC. &BRICK 1.2' FOUNTAN �d +7B LOT 3 BL OCK I Mo4.8 rn N 160.10' o +67 + +I FOUND 2X2" CONC MONUMENT (NO NUMBER) LOT 2 BL OCK I 15.0' ORECEIVElio MJ V - 3 2003 Town of Gulf Stream, FL LEGEND: F = CENTERLINE CONC. = CONCRETE CO V'D. = COVERED --ri— = CHAIN LINK FENCE = OVERHEAD UTILITY LINES C.A. = CENTRAL ANGLE FLOOD ZONE. • A5 (EL 7) DESCRIPTION: LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, PAUL D. EN -"'L L NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & ,'YAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPERR, O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #L B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE 2601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY REVISED: 8117102 - LOCATED SCALE: NOVEMBER 17, 1997 FORMS 1» = 20' FIELD BOOK PAGE N0. REVISED: 516103 - LOCATED RESIDENCE UNDER CONSTRUCTION ORDER NO.: D.237 77 REVISED: 10123/03 - FINAL 97 -243d D. 106 5 I METAL GA TE C 3 e W Q 18.3' W o `b Ld 1 5' ,III 5' 1 K ui CATCH 0.2, f BASH 0 N do .. 'o rid Q+ 0 J Ld 7m '2 POLE FOUND 1" d?ON PPE (NO MJMBER) © COPYRIGHT 2003 O'BRIEN, SUITER & O'BRIEN, INC. L6 I o BRICK AND CONC. DRIVE o Y 4.5' LIST m STATION 3 +ZJ 1' oo Q STEPS 5 g WALL WITH 23 g � �' I COLUMNS N �- COVERED 6.2' 3.4 �� .�� 3.4' 3 CONC. Ni N 'r? Io C 0 N C 19.4' 9.4' 16.3' BRICK GARAGE +7.72 I Q 1 STORY RESIDENCE WALLS WI Q FLOOR +8.27 � �p� � Z 'Cf Y GATE METAL W o ,� e v ti �- � GATE 22.4' ;� 25.6' PLANTER ;� Q o ^ Q C N 13.0' + 3 in �,� COVERED ap Z �Q CONC AND TRELLIS COVERED o� �f ;.� BRICK CONC. AND BRICK 23.6' �` �" ..01 I +76 +77 Y 12' I POOL CONC. &BRICK 1.2' FOUNTAN �d +7B LOT 3 BL OCK I Mo4.8 rn N 160.10' o +67 + +I FOUND 2X2" CONC MONUMENT (NO NUMBER) LOT 2 BL OCK I 15.0' ORECEIVElio MJ V - 3 2003 Town of Gulf Stream, FL LEGEND: F = CENTERLINE CONC. = CONCRETE CO V'D. = COVERED --ri— = CHAIN LINK FENCE = OVERHEAD UTILITY LINES C.A. = CENTRAL ANGLE FLOOD ZONE. • A5 (EL 7) DESCRIPTION: LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, PAUL D. EN -"'L L NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & ,'YAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPERR, O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #L B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE 2601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY REVISED: 8117102 - LOCATED SCALE: NOVEMBER 17, 1997 FORMS 1» = 20' FIELD BOOK PAGE N0. REVISED: 516103 - LOCATED RESIDENCE UNDER CONSTRUCTION ORDER NO.: D.237 77 REVISED: 10123/03 - FINAL 97 -243d D. 106 5 FOUND 2" X 2" CONC. MONUME (NO NUMBER) MARK: 70P OF BENCH WASHER +3.7� _AIL ARC= 34.79, �pA 20" RADIUS 99 16' PAVING +3.89 o CONC. FOUND ) e --142.6 0 ) R ENT u� ANCHO R (ND N I Z �55 Um 15.0' sr, +7.24 TOP OF FORMS W 19 5' 5' O 0.2' 9 POLE 0.3' q' 0.9' 4.7' 0.3 VD 1" PIPE NUMBER) +7.97 TOP OF FORMS © COPYRIGHT 1997 O'BRIEN, SUITER & O'BRIEN, INC. N N 84.3' LOT 3 BL 0 CK 1 160.10 , LOT 2 BL 0 CK 1 +8.06 TOP OF FORMS ti �� kZW ?�Ci2 �!o FOUND 2" X 2 "J CONC. MONUMENT (NO NUMBER) I Q QI Q 2 N L j (31 I I I0) 15— � —� n LEGEND: = CENTERLINE CONC.= CONCRETE COV D. = COVERED = CHAIN LINK FENCE = OVERHEAD UTILITY LINES C.A. = CENTRAL ANGLE P = PLANTER FLOOD ZONE.- A5 (EL 7) +3.75 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK B -35" DESCRIPTION: LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SUR VE Y I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE &RIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER, 01G. 11. =A- FLORL•7 4 ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA'ST,;TUTES.�. THOMAS E. AD,4t5 NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER . 7 BY THE THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. D. 106 5 I 11.0' 58, ��.. 8.7' 3.4' 6.0' 17.0' n t-i 16.3' 0.2' 17.8' 9 6' +8.02 TOP N `N OF FORMS EXISTING V: CONC SLAB LIMITS OF FORM BOARDS FOR GRADE BEAMS 4.6' 3 (FLOOR TO BE +8.25) W 19 5' 5' O 0.2' 9 POLE 0.3' q' 0.9' 4.7' 0.3 VD 1" PIPE NUMBER) +7.97 TOP OF FORMS © COPYRIGHT 1997 O'BRIEN, SUITER & O'BRIEN, INC. N N 84.3' LOT 3 BL 0 CK 1 160.10 , LOT 2 BL 0 CK 1 +8.06 TOP OF FORMS ti �� kZW ?�Ci2 �!o FOUND 2" X 2 "J CONC. MONUMENT (NO NUMBER) I Q QI Q 2 N L j (31 I I I0) 15— � —� n LEGEND: = CENTERLINE CONC.= CONCRETE COV D. = COVERED = CHAIN LINK FENCE = OVERHEAD UTILITY LINES C.A. = CENTRAL ANGLE P = PLANTER FLOOD ZONE.- A5 (EL 7) +3.75 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK B -35" DESCRIPTION: LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SUR VE Y I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE &RIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER, 01G. 11. =A- FLORL•7 4 ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA'ST,;TUTES.�. THOMAS E. AD,4t5 NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER . 7 BY THE THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. D. 106 5 _ -`- - = 34.79 ARC= = 20 C.A. = 99-39'45 1 I Um FOUND X 1. CONC. MONUME (NO NUMBER) � U J J m © COPYRIGHT 1997 O'BRIEN, SUITER & OBRIEN, INC. LEGEND: F = CENTERLINE CONC.= CONCRETE COV D. = COVERED CHAIN LINK FENCE = OVERHEAD UTILITY LINES C.A. = CENTRAL ANGLE P = PLANTER FLOOD ZONE: A5 (EL 7) DESCRIPTION: LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 0 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SUR VE Y I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PAUL D. ENGLE SURVEYOR & MAPPER #5708 O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #LB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: JOHN N. SUITER 2601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY NOVEMBER 17, 1997 FIELD BOOK PAGE N0. D.237 77 SCALE: 1" - 20' ORDER NO.: 97 -243d R g LOCATOR MAP ( mt.. ) OLD n hi lqrbk PROJECT SITE LA EVIEW AREA CALCULATION6 SITE AREA (31 ACRE1 22)25 SLL FR. e,.,- __.11..AREA aA u dM" PRDP06W FIRST FLOOR LIVING AREA • 5205 54 FT. PROpOSEp COVERED REAR LOGGIA • 194 6O. FT. PROPOSED COVERED FRONT ENTRY . Tl SQ FT. PROp06ED NEW CABANA SHELTER (50% OF 100 BF) • S0 SCi FT. TOTAL PRVF� BUILDING AREA NTSF3ZE-ff. S5£ EXIST. LANDSCAPE AREA 13,320 SQ. FT. 60796 EXISTING POOL AND IMPERVIOUS 5054 50. FT. 223% SURPAOE6 0TH PROPOSED LANDSCAPE AREA IIAC5 6a FT. 51,6% PROPOSED POOL AND rrERVIOIS SJSS 6CY FT. 23.4% SUFWAG96 PROPOSED BUILDING AREA 5535 SQ FT. AS 33,(Ss �'Ff wm Hors ARFA RATIC16 FIRST 20000 SO. FT. X 33 6,600 60. FT. TEXT 2125 SO. FT. X 7m 320 60. FT. GENERAL NOTES L THE pOCAP'EN18 PREPARED BT iTIOT1A5 K K7RCNHOFF AIA, PA FOR TF118 PROJECT ARE INSTRUMENTS Gfi SERVICE FOR USE SOLEL7 WITH REDPECT TO iNl6 R'ROJECT. THE AIKHITEOT AS AUTIOR SHALL RETAM ALL COIMTMOM LAW, STATUTORY, AND OTHER RESERVED RIGHTS MCLUDNG THE COPYRIGHT. 2. IT 16 T4E If r T OF THE ARCHITECT THAT THIS LLORC 6E IN CpRPORIMdNCE WITH TVff CODES AND BURR AUTHORITIES HATING F RI6 416 OVER TNi6 CO4 DESIGNED PLANE AND SPECIFICATIONS TH GIIS FOR THIS CON6TRIOTIOI ARE DESIGNED IN COMPLIdR1OE WITH THE FLORIDA BUILDPIS CODE 2001 AND PALM BEACH CONTT ELECTRIC TCODIE CAR' D THE FLORIDA N MODEL ENERGY CODE. 3. ALL WORK UNDER TH16 CONTRACT SHALL BE N CGTIPLIANCE WITH THE ABOVE IDENTmEp CODES ARID OTHER APPLICABLE CODES AND REGULATION6. 4. ALL WOFIC SHALL BE PERFOFd'ED BY A LICENSED GENERAL CONTRACTOR HE SHALL GOORDNLATE AND SUPERVI6E 14I6 LOW AND TFE WORK LF SUBGONTRAOTOR6. S. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DtEN5ICNS AS LLbIHC PRGVFES6E6 dND BHdLL REPORT MIT WCON616TENCIE6 WITH TFIE CGNBTOK. -iICN DOCUI -ENTB TO THE ARCHITECT BEFORE CONTINUING Wow_ 6. THE R___ CONDITIONS GF THE CONTRACT FOR 0"TRICTIO, AI4 DOCUMENT A]01, FOURTEENTH EDITION, 19ST OF THE AMERICAN IHETITUTE OF ARCHITECTS, ARE HEREBY MADE PART OF THE CONTRACT DOCUMENTS TO THE SAM EXTENT AS IF U IUTT04 CUT IN FILL 1. 7HE5E CON6TRIICTICN DOCl2-ENT6 H RE AVE BEEN PREPARED FOR THE RENOVATION OF AN EXISTING ONE STORY MASONRY/CONCRETE RESIDENCE. NEW 5' -0• HIGH CHANLUJC FENCE WITH GATES AS SHOWN RELOCATE EXIST ELECTRIC METER ---- _� -� - -� . � LOT 2 BLOCK ! CAIOLYN T. EWALD B' -0' HIGH T7PER. 617E WALL. REFER TO WALL SECTION proposed site plan ,► yea W M.. IM -0' LEGAL DESCRIPTION LOT 3, BLOCK L PLAT NO. l POLO FIELDS, ACCOROM TO THE PLAT THEREOF AS RECORDED N FLAT COOK 26, PAGE D OF THE MOLIC REOORD6 OF PALM BEACH CCNTY, FLORIDA - SITE DEPICTED IS BASED GN A SURVEY PREPARED BY OBREN, SUITER 4 OTWR M NC- JOB MIMIDER 9T -243D, DATED NOVIEM5ER Ty MST. a ■ C ca m REVISIONS: �I TI JOLT. 0J Q2 HNOV. 02 2 JAN 03 Qd 6 HARCH 03 © IT APRIL 03 Q r Q • m 11- VI IO a mrn Q �N 66 D 0 g N — W� Nv w o = Zr Iii g N8 Ill O iz6 d ow 0QO O � m I— Q Z o tJJ 3 a z E- a O 0 . N L Y G uj Y 0a o� 0 N C M O fig < L O C 0 D E C 2esn Ir°1�.u�i as P. a DATE: 6 -�r2sa ISSUED FOR: w DRAWN B7: PS CHECKED BY: SCALE: V1• • TT' A1.1 Olandscape wall section 9/4' • 1' -0' Y �I SELF CL08M GATE WILATC 14. REVI5I DNS: QI M APRIL 03 0 0 0 - - - -- ---- - - ---- LINE OF I(!•A3• ALU K" TUBULAR ca PILE BELOW O PIER ALUMM M RAILING, PRAM LLATH I• . PICKET 1• SG PIClCEI-S, PAINTED LLHITE 1� THAT RECEIVE REI F. gG9 plan Itypl IVi' SC TOP , MOT RAILS, r 6•�+ s4• bO. INTER RAIL. 7T !' )'.6 co ms'Y YA PAINTED LLHITE. �• ALAI. RAILMG. MCP 74. 04 HORIZ REFER TO ELEVATION -5 •24.Or- M 16•CMLL PILASTER COLUMN BEYOND. • BLOCK CELLS n' -m• OL. TYPICAL REFER TO SITE FLAN 1 1.O b THAT RECEIVE AND LANDSCAPE PLAN 33 RES.F. w f b' cntL • JQ j STUCCO FMI6H b I 16• CJ-UL PIER BEYClO. n' SXI6 CM MO,D BEAM a U) -m• OO. TYPICAL. i CAP WITH (U 9 CONT. m REFER TO 647E PLAN MID LANDSCAPE PLAN. Q LL n E•• CML. PIER J' Y 4' 4• J• P FINISH FLOOR ELEVATION 7 446' OL GROW W W N WTH TAPPERED i SOLID BLOCK CELLS PLASTER FINISH. {lip. THAT RECEIVE 0 � m O r ELEVATION OF GRADE .• cu W/ DUR -O -WALL T I AT Ib• OG NORM .' CM WALL WITH LMT-IN ALUII 14"" \/\ ; / r \/ 6• -Y 'U•I•K'a GRADE PLASTER FINISH AND JAMB RAIL AND ANCHOR G4P. DIRECTLY TO MASONRY + Y \\ ✓\ / ✓�/ BENT BAR 1 G 74. O g T .BOTH SIDES OF GATE \y I /� /� % / \ / ✓\ i .� /� • qqN U NEW GRADE BEAM LW \ \r: \\ I ••/ (S) % TOP O BoT. landscape wall /gate elevation ' -31 TD' GT fJE4D! •1f11 AN 4 BTIRldA'8 6. Oor— O (�s 17 . .. d o6 CO �m I - I 1' NEW GRADE BEAM W/ o C (P U NEW IV AUGER -CA6T j • •j 1 I i B1 ti TOP 1 MOT. AND V STIRRUPS b• OG PILE REFER TO Ily__gi I � I• STRICTURAL PLANS. r � • I I�II� NEW 16' —.. -CAST PILE. REFER TO STRUCTURAL PLANS. Olandscape wall section 9/4' • 1' -0' Y �I O site wall section T-0" W,• CM COLUMN MILK (4) 9. GROUT FILLED. REFER TO 617E PLAN AND LANDSCAPE FOR LOCATIONS. LAP DUR -O -WALL MIN. b• INTO PIER 0 0 6 REVI5I DNS: QI M APRIL 03 0 0 0 - - - -- ---- - - ---- LINE OF ------- - - - - -- 7 • 74. OZ. ca PILE BELOW O PIER BLOCK L. 1� THAT RECEIVE REI F. bxlb CM BOND BEAM plan Itypl 'CAP WITH (U z CONT. r 6TUCC0 FF06FI m co YA DUR- O -WALL • �• A1.2 74. 04 HORIZ -5 •24.Or- M GP7UT SOLID BLOCK CELLS THAT RECEIVE RES.F. b' cntL • JQ O LL 16• CJ-UL PIER BEYClO. n' a U) -m• OO. TYPICAL. m REFER TO 647E PLAN MID LANDSCAPE PLAN. Q LL n FINISH FLOOR ELEVATION W W N {lip. 0 � m O r ELEVATION OF GRADE T u ui o BENT BAR 1 G 74. O = 3 7 • qqN U NEW GRADE BEAM LW (S) % TOP O BoT. I�jj AN 4 BTIRldA'8 6. Oor— w 'AD C 2 Z d o6 CO �m o C (P U NEW IV AUGER -CA6T PILE REFER TO LL STRICTURAL PLANS. I�II� O site wall section T-0" W,• CM COLUMN MILK (4) 9. GROUT FILLED. REFER TO 617E PLAN AND LANDSCAPE FOR LOCATIONS. LAP DUR -O -WALL MIN. b• INTO PIER 0 0 6 �' 0 0 0 - - - -- ---- - - ---- LINE OF ------- - - - - -- 7 • 74. OZ. ca PILE BELOW GROUP SOLID PIER BLOCK L. 1� THAT RECEIVE REI F. O slte wall plan Itypl 1 Z W 3 0 n = 0 E" p O 'A N V/ 0 W C C 0 O 0 Vr 0 � � C 0 e c o L ca n a� DATEI IBSUED FOR: ca •0•� DRAWN BY: 1� DHECRED BY: SCALE: •6g co YA A1.2 N Illt�:�11 I 1 ��M 0I \O1 - IINWNINIIIIIININIIIII. 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REFER T p EM16" AM2, EFE MOF FLCOrfsRR ROOFAIA" Im I I �OX16 CONG BEAM I REFER TO STRUCT. 50MIT FRAMWG •W 0G DIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NEw GRADE eEaM AND I Ih' CAST 6T" WITH I REFER To 6 SLAB. .,I'. T6ERWG BED. I REFER TO STRICNRAL AND NOSE EDGES - _ -.k I i MANG FOR MORE WFOR•IATIOL NBY P W PLR - - raw TOP CP 6L r. - r • - f — EX TOP OF DL.•D �� -'r._ � i' - - - : - —. . I . — . .�� ��\�:. \� \��\ / • "Vol, ALL EXIBTWG SLABS AT CUT ALL IXI6TIN3 0Ld69 dt v / /CY INSIDE FACE OF EXI6TWG HIDE FACE OF EXI6TIN!h • < • ' GRADE BEAMS. THE LOAD �\ GRADE DENTS. THE LOAD a , NEW 6' OTRUCNRAI. SLAB, B • OF THE EXIGTWG SLA MIST EXI OF THE STING SLAB MEET •_rn�- GRADE BEAM AND AUGER BE COMPLETELY DETACHED BE COMPLETELY DETACHED PILE 67RUCTURAL SYSTEM. -• FROM THE GRADE BEAMS. REFER TO FOINDATIOJ H@G11 THE GRADE BEAMS. PLAN AND NOTES. EXISTING GRADE BEAM AND EXISTING GRADE BEAM AND PRECAST PILE STR1GNRdL PRECAST PILE 6TRICTURAL \ SYSTEM TO REMAIN Obedroom *4 section O 3/4' garage section O laundory room section O dining room /bay window section 3/4' • l' -0' • 1' -0' 0 QD 6 v ya i d � � vv coCO rn d J U) LL N d W W wm s 6 N F- 6) � v W O = g4gcm U V w 2Z !d! - C � r¢ NiFm d LL o lJJ 3 Bo 0 N 0 W c Q o r 0 (n C C o 0 � C T tM .IV ar =r.uAF. A ISSUED FOR: P6Ri! DRAWN BY: CHECKED BY: SD ALE: A5.2 mi 3••I L4' /�• I la E I�' K POLYICYNEKE SPRAY Im I I �OX16 CONG BEAM I REFER TO STRUCT. 50MIT FRAMWG •W 0G DIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NEw GRADE eEaM AND I Ih' CAST 6T" WITH I REFER To 6 SLAB. .,I'. T6ERWG BED. I REFER TO STRICNRAL AND NOSE EDGES - _ -.k I i MANG FOR MORE WFOR•IATIOL NBY P W PLR - - raw TOP CP 6L r. - r • - f — EX TOP OF DL.•D �� -'r._ � i' - - - : - —. . I . — . .�� ��\�:. \� \��\ / • "Vol, ALL EXIBTWG SLABS AT CUT ALL IXI6TIN3 0Ld69 dt v / /CY INSIDE FACE OF EXI6TWG HIDE FACE OF EXI6TIN!h • < • ' GRADE BEAMS. THE LOAD �\ GRADE DENTS. THE LOAD a , NEW 6' OTRUCNRAI. SLAB, B • OF THE EXIGTWG SLA MIST EXI OF THE STING SLAB MEET •_rn�- GRADE BEAM AND AUGER BE COMPLETELY DETACHED BE COMPLETELY DETACHED PILE 67RUCTURAL SYSTEM. -• FROM THE GRADE BEAMS. REFER TO FOINDATIOJ H@G11 THE GRADE BEAMS. PLAN AND NOTES. EXISTING GRADE BEAM AND EXISTING GRADE BEAM AND PRECAST PILE STR1GNRdL PRECAST PILE 6TRICTURAL \ SYSTEM TO REMAIN Obedroom *4 section O 3/4' garage section O laundory room section O dining room /bay window section 3/4' • l' -0' • 1' -0' 0 QD 6 v ya i d � � vv coCO rn d J U) LL N d W W wm s 6 N F- 6) � v W O = g4gcm U V w 2Z !d! - C � r¢ NiFm d LL o lJJ 3 Bo 0 N 0 W c Q o r 0 (n C C o 0 � C T tM .IV ar =r.uAF. A ISSUED FOR: P6Ri! DRAWN BY: CHECKED BY: SD ALE: A5.2 PG'I My (3) 3x10 P.T. T 3••I L4' Im I I �OX16 CONG BEAM I REFER TO STRUCT. 50MIT FRAMWG •W 0G DIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NEw GRADE eEaM AND I Ih' CAST 6T" WITH I REFER To 6 SLAB. .,I'. T6ERWG BED. I REFER TO STRICNRAL AND NOSE EDGES - _ -.k I i MANG FOR MORE WFOR•IATIOL NBY P W PLR - - raw TOP CP 6L r. - r • - f — EX TOP OF DL.•D �� -'r._ � i' - - - : - —. . I . — . .�� ��\�:. \� \��\ / • "Vol, ALL EXIBTWG SLABS AT CUT ALL IXI6TIN3 0Ld69 dt v / /CY INSIDE FACE OF EXI6TWG HIDE FACE OF EXI6TIN!h • < • ' GRADE BEAMS. THE LOAD �\ GRADE DENTS. THE LOAD a , NEW 6' OTRUCNRAI. SLAB, B • OF THE EXIGTWG SLA MIST EXI OF THE STING SLAB MEET •_rn�- GRADE BEAM AND AUGER BE COMPLETELY DETACHED BE COMPLETELY DETACHED PILE 67RUCTURAL SYSTEM. -• FROM THE GRADE BEAMS. REFER TO FOINDATIOJ H@G11 THE GRADE BEAMS. PLAN AND NOTES. EXISTING GRADE BEAM AND EXISTING GRADE BEAM AND PRECAST PILE STR1GNRdL PRECAST PILE 6TRICTURAL \ SYSTEM TO REMAIN Obedroom *4 section O 3/4' garage section O laundory room section O dining room /bay window section 3/4' • l' -0' • 1' -0' 0 QD 6 v ya i d � � vv coCO rn d J U) LL N d W W wm s 6 N F- 6) � v W O = g4gcm U V w 2Z !d! - C � r¢ NiFm d LL o lJJ 3 Bo 0 N 0 W c Q o r 0 (n C C o 0 � C T tM .IV ar =r.uAF. A ISSUED FOR: P6Ri! DRAWN BY: CHECKED BY: SD ALE: A5.2 CONC. CAP SEMI AT TOP Q FLEMISH GABLE. REFER To DUILDNG ELEVATIONS. COPPER ROCFAUALL • • FLA6NING EXPOSED 3xS ROOF JOISTS REXPOIEYDTFN SPACED 10 ROCFIWI 12 L t STUCCO KEY STONE M• GYP. DD OCIEI:ED ARCHED CONCRETE BEAM LTONOr-t.b,2UJDOD RSRRFG STRIPS . REFER TO STRUCTURAL 16' OL, PLANE. FOUR DOW( TIE -BEAM REFER TO STRUCTURAL NOTES OPENING IN WALL IMPACT RATED WNNDOIUD WITH SCREENS. REFER TO WINDOW SCHEDULE AND WINDOW DETAILS. Im O livina 3/4' o room section 113• CAST STONE SILL WITH DULL NOSE EDGE MATCHING POSER IyP CAST STONE UX —DULL NOW EDGES ON II7' SETTING DES. _N' CAST STONE 61LL 60 OZ. COPPER VALLEY FLA6HNG. TYPICAL. RACK DENT (REFER TO ARCH. ELEV. FOR DEBGr1J (7) 5 TOP ( DC. W/ 9 STIRRUPS AT e• oc. COPPER ROOFNtaLL FLASHING VNtl!• LTTIS WORT. TIE • 6' -O' 04 TOM. 6 O!N•1 UY 4'H EXP. ANCHOF% D• EMBED INTO FILLED CELL PROVIDE EDGE NAILING IN 0 2X4 -0- Lows JX4 �• 16. OG � CLOCKA4 ARN"�E CONC. DENT i0 8TRICTURAL PLAN POLYICI'HEIJE SPRAY TO CHU WALL AND FLUSH WTH INTEROR FACE OF WALL �1 Y• -6. •., w�u•., �® entry/foyer section o r, 1 y d •. I- NEW 6• STRUCTURAL SLAB OVER Ex16TNG SLAB. REFER TO FOUNDATION PLAN AND NOTES. C T - - .. - - - - - - - - _ QREVISIONS: I 0 JULY. 07 CHIMNEY 7T'IR LATH FIRE- BLOCKING - - - - - - - - - - - 1 EXI611NG, Q 4 NOV m7 7M-ATC�W 6. O - ELl EPDXY EACH . , CUT ALL EXISTING SLA58 21 N OV. 0] CONC. CAP U AT INSIDE FACE OF EXISTING ALL WOOD 2• AWAY FROM MASGNRT. 1 GRADE BENTS. THE LOAD WI o W LLrJOD FURRING NGLE 1 OF THE EXISTING SLAB 16. OD. X 14'D GONG 3.4x114• DTL ANGLE AT MUST DE COMPLETELY COVER W/ f47 9 TOP DETACHED FROM THE GRADE BEAMS. S DEG 07 iT, 9 bTIRRUPo O livina 3/4' o room section 113• CAST STONE SILL WITH DULL NOSE EDGE MATCHING POSER IyP CAST STONE UX —DULL NOW EDGES ON II7' SETTING DES. _N' CAST STONE 61LL 60 OZ. COPPER VALLEY FLA6HNG. TYPICAL. RACK DENT (REFER TO ARCH. ELEV. FOR DEBGr1J (7) 5 TOP ( DC. W/ 9 STIRRUPS AT e• oc. COPPER ROOFNtaLL FLASHING VNtl!• LTTIS WORT. TIE • 6' -O' 04 TOM. 6 O!N•1 UY 4'H EXP. ANCHOF% D• EMBED INTO FILLED CELL PROVIDE EDGE NAILING IN 0 2X4 -0- Lows JX4 �• 16. OG � CLOCKA4 ARN"�E CONC. DENT i0 8TRICTURAL PLAN POLYICI'HEIJE SPRAY TO CHU WALL AND FLUSH WTH INTEROR FACE OF WALL �1 Y• -6. •., w�u•., �® entry/foyer section o r, uM LJ S j �� .•'1�-- A - MEW C NC. GLAD AND �•_` / TRANS ER BEAM REFER TO STRUCTURAL 14401S. N W CONC. HNNCH WITH (3) V DOUEL6 WTH 4• r -2 3O• EPDXY EMBED •16. Or- AL" PULL LEW.TH OF DOUBLE WALL EXISTING GRADE SEMI AND PILE TO REMAIN section 9/4' • 1' -0' 1 %. GYPSO.1 DD 6CREuEo TO Nat W LLDOD PURRING 1 QREVISIONS: I 0 JULY. 07 CHIMNEY 7T'IR LATH FIRE- BLOCKING 1 EXI611NG, Q 4 NOV m7 7M-ATC�W 6. O - ELl EPDXY EACH . , Q 21 N OV. 0] CONC. CAP U ALL WOOD 2• AWAY FROM MASGNRT. 1 44 WI o W LLrJOD FURRING NGLE 1 f11 7 TSAR GROUT SOLID / 16. OD. X 14'D GONG 3.4x114• DTL ANGLE AT COVER W/ f47 9 TOP S DEG 07 iT, 9 bTIRRUPo T/ CNFINEY FLUE by OU4ER `\ P uM LJ S j �� .•'1�-- A - MEW C NC. GLAD AND �•_` / TRANS ER BEAM REFER TO STRUCTURAL 14401S. N W CONC. HNNCH WITH (3) V DOUEL6 WTH 4• r -2 3O• EPDXY EMBED •16. Or- AL" PULL LEW.TH OF DOUBLE WALL EXISTING GRADE SEMI AND PILE TO REMAIN section 9/4' • 1' -0' .. • 1 • — — ' ' TOP w eENi — . 1 %. GYPSO.1 DD 6CREuEo TO Nat W LLDOD PURRING 1 QREVISIONS: I 0 JULY. 07 CHIMNEY 7T'IR LATH FIRE- BLOCKING 1 EXI611NG, Q 4 NOV m7 7M-ATC�W 6. O - ELl EPDXY EACH . , Q 21 N OV. 0] CONC. CAP o ALL WOOD 2• AWAY FROM MASGNRT. 1 44 73 NOV. D2 NGLE 1 f11 7 TSAR GROUT SOLID / RIC BIRD 3.4x114• DTL ANGLE AT COVER ■ S DEG 07 T/ CNFINEY FLUE by OU4ER `\ Sft— BAND AND TOP SURFACE co SLOPED SELECTED B7 THE OWJE 6• GONG. 6LA0 W/ 9 • 6' OL. EACFI WAY. TIE VN -HOPI STEEL D 4 INTO TOP COARSE OF 4 GALV. b C DECK 3'x3'x%, ANGLE • ` y r a IW K' 4 DOLT TO LINTEL ANGLE • (lpp 3'X3'XK' CLIP MLLE W/ I3• EXP. ANCHOR ' 1 m co NEW e' CONG BLOCK * Q v U) WITH 5 FILLED CELL LL AT EACH CORER AND Q ^ ¢ r STUCCO FINISH TO MATCH EXISTING PER CODE AND OVI ERS UN 66 F.. Ip (L 0 X 16 Nat FLUE LINER 7 a wo s O • 26 I` If) COPPER FLASHING 1 COUNTER PLASHING QD IMUMMUI■ p PT 2x4 CRICKET FRAMW. W O GIRDER TRUSS HEADER Za DETUEEN TRAW& TO STRUCNRAL • J N W � � O Z ad4�pA�g4U U LL Irot •III .. • 1 • — — ' ' TOP w eENi — . i� chimney section 3/4' • 1• -0' Z W 03 0 O 0 F V O C 0 ,A r Vl 0 W Y 5 • Q C 0 ■' 0 0 N 0 c o < L � 0 c o 0 } W o n°ww.V = Au r. a 00 0 .LLY D, fm ISSUED FOR: � r4.9T DRAWN BY; fD Frx Qi SCALE: A5.3 1 %. GYPSO.1 DD 6CREuEo TO Nat W LLDOD PURRING 1 STRIPS K• OL. I•MA;R MTL 7T'IR LATH FIRE- BLOCKING CW6WT FLUE AS REQUIRED TO CENTER FLUE WITH / . , CHIMNEY OPENNG AT TOf< 1 GYPSUM BOARD FINISH ON METAL PRAMUY.. HOLD ALL WOOD 2• AWAY FROM MASGNRT. 6• LINTEL BLOCK W/ 1 f11 7 TSAR GROUT SOLID / 3.4x114• DTL ANGLE AT RUE SUPPORT. </ NEW MANTEL AS KMI ZI by OU4ER `\ MARBLE 6UR ICUNP AS SELECTED B7 THE OWJE W VN -HOPI STEEL D 4 4 3.4.1/4• ST'L a. LINTEL ANGLE * COLOR (PBY OUN R. BY SELECTED DT OW(ER MARBLE 612E i PER CODE AND OVI ERS MANTEL SET RUSH W/ F6L FLOOR . .. i� chimney section 3/4' • 1• -0' Z W 03 0 O 0 F V O C 0 ,A r Vl 0 W Y 5 • Q C 0 ■' 0 0 N 0 c o < L � 0 c o 0 } W o n°ww.V = Au r. a 00 0 .LLY D, fm ISSUED FOR: � r4.9T DRAWN BY; fD Frx Qi SCALE: A5.3 'NO@ v] s i F PRE - ENGINEERED WOOD T CMA BT OTHERS • 74' O li-EE ALL TOP GNORDS TO DE 3X6 TYPICAL – – – – – – – – – – – – – – – – – – – – – – – – – I I I I I I I I I I I I I I I I I I I I I I ourLalE OF MCI MIICAL SPADE D[YOND. PROVIDE CLEAR AREA IN TRIS$ES I FOR MEC 4MIICAL ROxI. I/ REFER TO ROOF FRAMING E, I PLAN$. IF$^ACT RATED CASEi'ff?7T AND FIXED TRANSOM WINDOW LNITe. REFER TO WNDOW SCHEDULE AND DETAILS. y FAMILY ROOM SELECT LLHITE OAK V' X 214" WOOD FLOOR ON AA' PLYWOOD ON 1X4 STRINGERS 674' D.C. OVER b MIL VAPOR BARRIER NAIL DOWN, FILED SAID AND FINISH NEW b' STFR=I 1RAL $1-AS. OVER EXISTING OIAD. I�ER� TO STRIICNRAL PLANO AI0 DETAILS. - -- - - - - -- PORT GIN OF EXISTM SLAS TO DE REMOVED. REFER TO STRUCTLIRAI DETAILS. PLANS AND / EX16TM GRADE REAM AND - PLIES TO REMAIN. REFER TO STRUCTURAL PLANS AND DETAILS. O building section 7 0 IM cu REVISIONS: D .AY.Y. 07 Q1 4 NOV. 07 Q � 0 m LL mrn Q J n LL N W W as 66 7 to n Z c v WO Y = g" 8N � V QQO Q W Q OZ a Q�LL L Z W °3 O U C O U . C a o N L 0 W 0 c 0 0 N O c i= 1 c } < 0 = a ,� 3 DATEt KY4]M ISSUED FOR: FERR DRAWN BY: Rb1R CHECKED BT — SCALE! rO A5.4 STRUCTURAL STEEL CO.LM REFER TO WI STRICTURAL DRANGS FRL FLOOR _ TOP OF SLAS ` •� .. ... EXIST. TD. eLAD �rTi _ ... PmT7a ' 0 IM cu REVISIONS: D .AY.Y. 07 Q1 4 NOV. 07 Q � 0 m LL mrn Q J n LL N W W as 66 7 to n Z c v WO Y = g" 8N � V QQO Q W Q OZ a Q�LL L Z W °3 O U C O U . C a o N L 0 W 0 c 0 0 N O c i= 1 c } < 0 = a ,� 3 DATEt KY4]M ISSUED FOR: FERR DRAWN BY: Rb1R CHECKED BT — SCALE! rO A5.4 fi a g s IXS AL "IN TLIB TRELLIS Dd ALUMINM TLS6 • D• OG I M• •EAOH M015EM • 1' -p4' OC. PRDVID LLELD AT EA MITERSECTION OG PRo 11 CORE. VELD COST. tEL . BIDE O TRELLIS AT EA INTERSECTION WITH SEAM. ISETIEEN W / 7X4 HEMI ER6. PAIR OF 9 %b ALUM 7USE SEAMS I ALIf3! �'� 6FIAU1 SIDE OF TRELLIS MM15ER TO SEAM PAIR OF MIC ALLA'L TUBE SEAMS CAP TOP OF ALII'M IM I SHAPED EDID6. MIClL AT EAC3! POST. PR'7VIDE COlTRIOIO Dtl ALLI-IIRM 1tJ00 • D• OL UELD W/ SHAPED E4D6. TYPICAL AT EACH POST. PROVIDE CORTMi1CIM POST AND COW. VERTICAL UEWS ON INSIDE O' AT AN I2 TREL LN BEN! D(I AND TRELLIS MEI'bERe- ON NOSE OF UELP. PERIMETER VELD. SEAMS TO POST. ri In SEA11 TO POST. i I - I § .� � s yr !H r s � 111 4 N i�il�ii ■■�77����_ , I I � Iii -h�chh i d , O NOTE: ALL M-DS TO SE OROME G'IOOTH I I I S^ I PAIR OF 7"1X6 ALUM.IUSE I� -IE�h�� Ch's' �Iil CROSS SEMIS W/ SHAPED ENDS. M. AT EA POST. 7 N' P-0 !d• ! !N• ! IM • 7• ! PAR OF 2Ly ALLM. TUBE CROSS PROVIDE CORMW W VERT. =�o C��i� T Sm. I BEAMS W/ SHAPED ENDS. M. AT LLELDS ON IN60E O' BEMIS TO POST 7'-1 N' REFER TO ELEVATILN FOR EA POET. PROVDE CGNT"" VERTICAL MLDS ON INSIDE OF SEA-1S TO POST 6- 6GUAR � DMENCON Q O'POOITE END �• DILL !•� A' er ALIM X10 D COL" PERG LA DETAIL PElRGOLA DETAIL CIlE� I� 6 m elmla v_�I■I■ I I�IIIn11 3" ALUtI TUBE I WAM. PROVIDE THI" — UELD6 AT NTEROEL-TION PATH EA Y CROSS MIR -mER AT CONCEALED LEOW=L---/ + II EACH CROSS BEAM OATH EOE AN AISLE INSIDE BE LE FASTEN TEAM TO ANGLE IUTN SELF TAPPING. BCRELB. PERGOLA DETAIL SCALE. 9/4• I' -m' -- i4V ®IIIIIIIIIIIIIIIIIIIIIC711 ❑-- _ _ I =� I— \• ��� I air -- _ _ ❑= i� - =- . �� \� o ';•p IIIIIIIIIIIIIIII_ IIIIIIIIIIIIIIIIIIIIIIIIIIIII0 ;j1��� �� � --- •'011111111 1- 1�IIII�111� I 1 Imo,! �� x'0111111111111111111111110 �; , !— CET -- -- — i III 1 1 WN a 1 66 OI.. a �m p T i i —.l VIII- .� !- I � � 111 4 N i�il�ii ■■�77����_ , I� i Iii -h�chh I�i�l ■i:Cf�71: 8 , O ��� �i � ■III7C'Z I� -IE�h�� Ch's' �Iil ■�:�11171:' =�o C��i� ®I m �• DILL !•� X10 D —ICI— CIlE� I� m elmla v_�I■I■ I�IIIn11 �r"1- I_■ ■I —'� Ali I CE�El� I ■ICI I I Iii III ■I �� ■��IIIIII�■ �I�I III ■ �I I I_ ■I■ I_ I III__ II ■I�III.II�I■ ■I III_ I_�I_�I_�I �� 111_I_I_I_I_�I_ —I ■ -III I�nlll�l ■I I ■� I ■I II I�i � I _I_�I ■I I I II II I ■ ■_ I� _ 111 __ I I�I�1 __ ■i I ■I I �I _I III_ I— _ ��' - - - - - III -I- I� -- I I I _ I �7 � 1 ■_ i ■I .� I II _ .I_� I �� ■I■ !■ I _ _ _ I III = _ �I ■�mill I� �■ IN II I� � ■� ■I ■I ■11111111 __■ ■I ■�■ I —I— III 1111 I 11 ■ ■■ 111111 �Ci� C�7C71:IZ -, ■ ' -I �ZI■����� ■I:�71171:�:C ■�����■I:77C7{:� =sue I- =s� ��dllllllllllllll C�■ ■�:�C7171: ME ■��I{'�:i:�71171 ■ = hill- ill■ ■I ��� I ■I ■I ■hI� � _ ■hI -_�� � i ■I�I■il� -_ -� � ■� �� ■i■ic�,i � I - 3 PERGOLA PLAN 4 A5.3 1 SCALE: In• - r -m• A5 3 IF ROOF UANG - 6 A5.4 TRELL 10INUMb •T 7X6 ALLMINUM TL1B TRELLIS • B• OD. 9XIm ALLMM4M TUD BEAM W/ SHAPED ENDS. REFER TO ELEVATION 13 13 13 1 I n 7LIX6 ALIMNAI TL115 i CRO65 SEAM Ll I II II I I 1 1 ❑❑❑ ❑ ❑ I❑ S• SOIARE ALIM. :1E IL 5 I TUBE OOLU- I I A5.4 F JI C S A,R HERRNB BoPE ERICK PAVER UATH SOLDIER COURSE BORDER PROVIDE POSTS UATH 14xI4 SASE PLATE AND FASTEN WITH 14) Vl POST – - OR SOl.76HtEFTr – – POST. _ 2 PERGOLA ELEVATION 6cALe, In• • r -m• SECTION ❑ RFNSIONS: 0 1 P r t N as � J N LL d iii WN a 66 OI.. a �m p T Z O r " N _ 111 4 N • W ca cc 2 Z Q 8 O � m r LL � Q I� �Iil W o 3 o= U 0 cc 0 0 o N r 8 W �a o 0 > N0 CC r g C 0 0 � c n � �R —%qs. AIAPA CID 0 ISSUED FOR: V FrMT W DRAWN BY: W SCALE: A5.5 g i v � r ff BLOCKS AT ALL DOORS AND CASED OPENINGS BASE 2 -I r ^ASING3 ANC> PLINTH 5 -I CHAIR RAIL d -I CROWN 6 -I CROU)N 6 -2 CROWN 6 -3 GROWN 6 -4 CROWN 6 -5 CROWN 6 -6 IRY PER6 R, NAILED SHED. CD CRETE SLAB. N :'R Fill-S6 OVER QD L JOINTS). TILE BY OWNER ER COLOR A6 t 76 INSTALL WITH TO FRAMING, SERB. FASTEN SUFEACES 4 OF GYf%M 4.6MOOTH F SPRAY R FINISH OT14 FINISH ASE 614M8. RA11m, DUROLK• DESIGN P1R 154111-01 AT > BE 6ELECMD T6 INSTALL WITH TO FRAMING, BERS. FASTEN 4 OF GYPSUM 4. SMOOTH F SPRAY TS INSTALL WITH TO FRAMING, SERB. PASTB4 R FNIS L BY OVER OVER DO S PARALLEL IPONDICULAR TRIBES. QD 7 m s t> co s REVISIONS: a ~ �LL -V U C9 a) Q LL I. QQ r W Lit� 66 a a � m g (pip $ T DZ ~ _ w ^ h WO Z� � gN • W V 26 U¢ 0 � � lI U F r C D Q LL I!, 03 U Z C F 0 �I�Ir L Ii p 0 A t ` fFIT W o Y ra 0 M 0 N C � D 0 c o e 0 x 0 --.V I=. ALl RA --I- ISSUED FDA, FrsL4MN.Rr DRAM BY: LPK CHECKED BY, SCALE: HYF 60 A6.1 finish FLOOR FINISHES schedule No. ROOM NAME INT. FLOOR SASE WALLS CHAIR RAIL CA51NGs CROWN CEILIN(S REMARKS 1 -I ON PLYWOOD OVER ON d• PLYWOOD OVER 7X 5T 74. 04 OVER VAPOR D =, T I T FIN T FINISH AND FII, DOW, FIELD SANDED AND FI 101 102 103 FOYER LIVING DINS•k Ali AU All WOOD WOOD WOOD U U U POPLAR POPLAR POPLAR PANT PAWT PAWT 2.1 7 -1 2.1 WAINSCOT.GD, WAWKOTK 5JPI -AS. WARNDCOTIGZA-LAS, PREP FOR WALL COVERING PAINT PAINT 3-i 3 -1 3 -2 POPLAR POPLAR POPLAR PAINT PAINT PAINT 4J 4J 41 POPLAR POPLAR POPLAR PAINT PANT PAINT ! -1 ! -I 5 -1 POPLAR POPLAR POPLAR PAINT PAINT PAWT 6.1 6 -1 6.1 GTP61M BD. GD,PIAO. GDMLAD. PAM PAINT PANT TRAY / M' -716• TRAY / A' -4k' TROT / Ii' -qIb' REFER TO WAINSCOT DETAIL �R TO W4N6C07 DETAIL REFER TO WAINSCOT DETAIL 1.7 CERAMIC TILE: CERAMIC TILE MUD5ET CW CO (TILE COU-0RL DESIGN FIO•Y EXIBTNG CRACKS DESIGN CIV-5 f AND DOLOR t0 BE BELECTEC I -3 BASE LON SEA 104 LAUJDRT All TILE U POPLAR PAWT 7 -I GYPSUM BD. PREP FOR WALL COVERING 3 -1 POPLAR PANT D -1 POPLAR PAINT 6 -3 GYPSUM BD. PAINT 5' -4M• SELECTED IER SELECTED BY OWNER 105A CLOSET All TILE M POPLAR PARR 2 -1 GYPSUM ED. PAINT 3 -1 POPLAR PAWT 6 -I GYPSUM BD. PAINT 9' -4VP" FINISHES 1058 CLOSET All TILE U POPLAR PAINT 7 -1 C.Y"mBD. PAINT 3 -I TL7PL,4R PAINT ! -I - _ GYP6IMDD. PANT 9' -7'F /- WALL 105C CLOSET All TILE U POPLAR PANT 2A GTP6UM I». PAINT 3 -1 POPLAR PAINT 5-1 - - GYPSUM BD. PANT 1' -4k' 3 -1 GYP5UI BOARD, %' GYPSIM WALLBOARD SHE AT AT ANGLE! 106 GARAGE .... SEALED CONCRETE L3 POPLAR PAINT 2.1 GYP" BD. PAINT 3.1 POPLAR PANT 5 -1 ' - _ GYPSUM I. PAW T 61 -4%. LO EDGE NG RIGHT END6 OCCUR AT FRAMING. MET S. WITH SCREWS. BOVFL 101 BEDROOM P4 Ala WOOD U POPLAR PAINT 7 -I GYPSUM BD. PAWT 3 -1 POPLAR PAM 47 POPLAR PAWT 5 -1 POPLAR PAINT 6.7 GTPS3'1 BD. PAWT p'_4Rb• PING D T SHALL BE GHED TO LEVEL DOCU-ENT GA-: 10B BATH P4 Al3 WOOD U POPLAR PANT 7 -I GTPSM BD. PAINT 3 -1 POPI.AR PANT 5 -1 POPLAR PAINT 6 -3 GYPSUM BD. PAINT p'_4k• FFN18W WITHOUT TEXTURE WITPRO APPLICATION 1 TEXTURE PRODUCTS. 109 CLOSET Ala WOOD U POPLAR PAINT 7 -1 GYPSM OD, PAINT 3 -1 POPLAR PAW 5-1 - - _ GYPSUM BD. PANT p'_qq• 3 -7 HARD COAT VENEER 110 VESTIBULE Ala WOOD U POPLAR PANT 7•I WAINSCOT.GB. PANT 3 -1 POPLAR PANT 41 POPLAR PAW DWI POPLAR PAINT 6 -7 GYPSUM BD. PANT V -44b- REFER TO WAINSCOT DETAIL ONE COAT *DIAMOND' NTERIC PLASTER NOM. IA&- THICK SARI S III HALL Ala WOOD U POPLAR RAW ] -1 WANBCOT,YPB. PRE)° FOR WALL COVERING 3 -1 POPLAR PANT 41 POPLAR PAW DWI POPLAR PAINT b-0 GTPSM BD. PAINT 0'-qK' REFER TO WAINSCOT DETAIL ON 5 /8''PEERIAL' GYP6UM INSTALL PERPENDICULAR TO I ATTACH WITH SCREWS. 112 VESTIBULE A1.4 ULOOD U POPLAR PAINT 7 -I WAWSCOTKB, PREP FOR WALL COVERING 3-1 POPLAR PANT AJ POPLAR PAWT 5 -1 POPLAR PANT 6 -7 GYPSUM W. PANT 0' -4K' REFER TO WAINSCOT DETAIL 113 SERVICE POWDER SM. A1.4 WOOD U POPLAR PAINT 7 -I IUA'WSCOT/GD. WALL COYEWNG 3 -1 POPLAR PANT 41 POPLAR PAM 5.1 POPLAR PANT 6 -4 GYPSUM BD. PAM 8' -4K' REFER TO INNDCOT DETAIL 3 -3 CERAMIC TILE, CERAMIC TILE TNWSET ON 17• CEMENT BOARD (TILE COEICI 114 CLOSET AT.4 WOOD U POPLAR ANY 7 -1 GYPSUM BD. PAM 3 -1 POPLAR PAM 6 -1 GYPSUM BD. PAM S' -41b• W744.01, OR 8412-01 AT TUBS, 6). TILE AND COLOR T 115 BATH P9 AlA WOOD I.I POPLAR PAM 7 -1 GYPSUM OD. PAINT 3 -1 POPLAR PAINT 5-I POPLAR PAM 6-3 GYPSUM DD. PAM 9' -4Rb• BY 00 BY CRIER 1I6 BEDROOM '3 ATA WOOD U POPLAR PAM 2-1 GYPSUM BD. PAINT 3 -1 POPLAR PAM 47 POPLAR PANT 5-1 POPLAR PANT 6 -7 GYPSUM BD. PANT e' -4M' Ili HALL AlS WOOD U POPLAR PAM 2-1 WAWSCOTKD. PAM 3 -1 POPLAR PANT 5.1 POPLAR PAM 6-3 GYPSUM BD. PAINT S' -4k' REFER TO WAINSCOT DETAIL CEILING, FINI5HE6 LIB KITCHEN AlS WOOD U POPLAR PAINT 2 -1 GYPSUM WALLAS. PAM 3 -2 POPLAR PAM 5-1 740 CTPFE86 STAN CATHEDRAL ! -I GYPSUM BOARD) 15OARLLEOARD 119 FAMILY ROOM Alb WOOD U POPLAR PAM 2 -1 all." EDJPLA& PAM 3 -2 POPLAR PAM 5 -I GYPSUM BD. PAM CATHEDRAL M' GYM SHE LONG EDGE AT RIGA ANGLEt U0 LOGGIA - - -- CAST STONE' STUCCO PAM T4G CYPM55 STAN TRAY ENDS OCCUR AT 16U MWG RIC WTN GYPSUM BOARD DI MASTER BEDROOM All WORD I.I POPLAR PAINT 7•I GTPSUI BD. PAINT 3 -1 POPLAR PAINT 5 -1 POPLAR PAINT 6_D GTPS3 -i BD. PAM TRAY / 10' -ARb L BELLS. SHALL BE FINISHED TO LEVEL A660GIATION DOC MI7NT GA -: 122 MASTER CLOSET All WOOD U IPOPLAR PAM 2 -1 GYPS" BD. PANT 3 -1 POPLAR PAM 5 -1 - _ GTPSUM ED. PAM 8' -4h' FINISH WITHOUT APPLICATION. TEXTURE PRODUCTS. 123 HALL All WOOD U POPLAR PAINT 2-1 GYPSM ED. PAM 3 -1 POPLAR PAINT D -I POPLAR PAM 6 -6 GYP6U'M DD. PAM p' -4bb• p-] GYPSUM BOARD. 124 MASTER BATHROOM All WOOD U POPLAR PAINT ] -I GTP6UM BD. PAINT 3 -1 POPLAR PAM D -I POPLAR PAINT 6_6 OYPSUM W. PAM Y -4M' I GYPSUM EDGE AT R1044T AN Lra LONG AT RIGHT A4GLET 125 VESTIBULE All WOOD ll POPLAR PAM 7 -I WAINSCOV015. PAP POR WALL GOYERSY 3.1 POPLAR PAINT 41 POPLAR PAW D -1 POPLAR PANT 6 -6 OYPSM ED. PAWT 6' -4M' FA-PER TO WAINSCOT DETAIL OCCUR ENDS OCCUR AT PRAMING MET WITH DCIREYlS. PLASTER vE>JEJ 126 HALL All WOOD U POPLAR PAINT 2.1 GYPSUM BD. PANT 3 -1 POPLAR PAINT 6 -I POPLAR PAM b -b GYP&JM BD. PAM 8' -4N' TEXTURE TO BE A6 SELECTED 121 POWDER ROOM AID WOOD U POPLAR PAINT 2_I WAINSCOTAIB. PAINT 3.1 POPLAR PAINT 41 POPLAR PAINT D -1 POPLAR PAM GYPSI•I BD. PAM 8' -4h' REFER TO WAINSCOT DETAIL RILL CNAIII'EIIR CEILRYJ. D -3 T4G GYPIE66, I a 6 V- GROOVE TNS CTPIRE6i 128 LIBRARY Alb WOOD U POPLAR PAM 7 -1 PANELED PAINT POPLAR PAM D -1 POPLAR PANT GTPSM BD. PAINT e' -4k• R@Elt i0 D R TFIU6 • I6. OC WHERE T4G MJ TIWe60 WHERE ER IS F£ i0 7R1/St0 OIOTFR ON 1x4 TC 129 VESTIBULE AID W D U POPLAR PAINT 7 -1 GYP6UM BD. PANT 3-1 POPLAR PAM ! -1 POPLAR PAM &-2 GYPSM ED. PAINT 6'_4k• 130 BATH 7 Ale WOOD U POPLAR PAINT 7.1 GYPSUM BD. PAM 3 -1 POPLAR PAM D -I POPLAR PAM 6-2 GTPOUM D. PAM V -4b' 131 BEDROOM V ATA WOOD U POPLAR PAM 2 -1 GYPSUM DD. PAINT 3 -1 POPLAR PANT A7 POPLAR PANT p -I POPLAR PAM 6-0 GYF'Stl BD. PAM 8'_4Ib" 3/4' 3 y 3 MODIFIED M4 _ 4 STANTON STANTO CUSTOM B 116' IIIb' BACK BAND t3K• M 20 BLUMER 4 6TA14TON $ M33 BLUER 4 STANTON � 31 ' 4,5. _�I 4 3:D' CM 10600 1 "J l/D- x l 1/4' 646 WITH § ° 7e "1 EASED BALK CHAIR RAIL 4-2 BLUNTER 4 STANTON M -60 BLUEER 4 STANTON M -66 BLUMER 4 STANTON C -]I BLUER 4 STANTON MODIFIED CM5400 M -H3 STANTON4 A ° S M -40 a 15-1 ^ BLUER 4 15LU-IER 4 STANTON 3 ISLUMER 4 11000 ^ STANTON STANTON ' d d S 52' INK' . I Alb' 4 lM1' Mpp BLUER 4 STANTON B -I STANTO 1 STAMO N •� M - Dl IBLUMER 4 67AITON BLUNTER 4 ^ STANTON M -Dl OETGN4 M -Dl 4 STANTON BLOCKS AT ALL DOORS AND CASED OPENINGS BASE 2 -I r ^ASING3 ANC> PLINTH 5 -I CHAIR RAIL d -I CROWN 6 -I CROU)N 6 -2 CROWN 6 -3 GROWN 6 -4 CROWN 6 -5 CROWN 6 -6 IRY PER6 R, NAILED SHED. CD CRETE SLAB. N :'R Fill-S6 OVER QD L JOINTS). TILE BY OWNER ER COLOR A6 t 76 INSTALL WITH TO FRAMING, SERB. FASTEN SUFEACES 4 OF GYf%M 4.6MOOTH F SPRAY R FINISH OT14 FINISH ASE 614M8. RA11m, DUROLK• DESIGN P1R 154111-01 AT > BE 6ELECMD T6 INSTALL WITH TO FRAMING, BERS. FASTEN 4 OF GYPSUM 4. SMOOTH F SPRAY TS INSTALL WITH TO FRAMING, SERB. PASTB4 R FNIS L BY OVER OVER DO S PARALLEL IPONDICULAR TRIBES. QD 7 m s t> co s REVISIONS: a ~ �LL -V U C9 a) Q LL I. QQ r W Lit� 66 a a � m g (pip $ T DZ ~ _ w ^ h WO Z� � gN • W V 26 U¢ 0 � � lI U F r C D Q LL I!, 03 U Z C F 0 �I�Ir L Ii p 0 A t ` fFIT W o Y ra 0 M 0 N C � D 0 c o e 0 x 0 --.V I=. ALl RA --I- ISSUED FDA, FrsL4MN.Rr DRAM BY: LPK CHECKED BY, SCALE: HYF 60 A6.1 » Ilm door schedule No DOOR FRAME THRESHOLD HARDWR DETAIL REF. REMARKS NONE TYPE I W I H TH'K MATL7 FIN TYPEJ MATL. FIN TYPE IMATL. SET FriN JAM5 4EAr> SILL 01 SU NNG 3' -6" '' -0" 2 �" MAHOGANY PT'D — — MAHOGANY PT'D IIIOB BRONZE ca LAN um 4/.663 5/1163 61A63. 02 SWING V -0' 1' -0" 2114' ALUM CL PTD ■�i ALUM CLAr PTV BY MFR ul C 0 N 41A63 5/A63 61A63 03 OVERT -SAD 5' -0' 1' -0" 11/A63 C 0 0 6 O O o 6a d LL C O 04 OVERHEAD S' -0' 1'-0" 114" m o 11A63 6 05 OVERHEAD 9' -0" 1' -0" I19' S !a1 7/1163 06 SWING V -6' I' -0' 2"V ALUM CI-Ar PTV ALUM. CLAr PT'D BY MFR. 4/A63 5/A63 61A63 01 SWING V -0" 1' -0' 2,' ALUM CL PTV ALUM. CL PTV B7 MFR sw<n Apt rt4 Obi 0B SWWG 2' -e" 1' -0" 2,' ALUM. CL PTV ALUM. CL PT'V BY MFR ISSUED FOR: rtwxr 4/1163 5/1163 6/1163 ®Y: LICK PAIR CH W -4• 1' -0" 214' ALUM CL PTV ALUM. CL PTV BY MFR VA63 7/1163 3/1163 NOTE 14 9. 10 PAIRCH 5' -4" 1' -0" 2,' ALUM CL PT'D ALUTT. CL PTV BY MFR I/A63 7/1163 3/1163 NOTE I 1 !. II PAIR 5' FRENCH -4• 1' -0" 2,' ALUM. CL PT'D ALUM. CLA PT'D BY MFR I/A63 I/A63 9/1163 NOTE 1 1 3. 12 FRENCH T -0" 219° ALUM CL PTV ALUM. CLA PT'O BY YFR I/A63 211163 9/1163 NOTE I 1 3. 13 NONE 1' -0" NOTE 2 POPLAR PTV 14 PAIR NG FV-4" 1' -0' i �' AR FTD CASED PEAR PT'D 15 NONE 1'-0" NOTE 2 PLAR PT16 DING 1'-0' 1',• POPLAR PTV CASED AR PTV I1A SWWG V -10' 1' -0" 119' POPLAR PTV CASED rOPLAR PTV 11B 6WING V -2" -1' -0' 114' POPLAR PTV CASED PLAR PT'D nC SWING 2' -2° l' -0" 114" POPLAR PT'D CASED PLAR PTV ISA SWING 2'-10" 1' -0" IN" POPLAR PTV CASED AR PTV ISB SPUIIMRG 2' -0" V -0" I N' POPLAR PTV CASED AR PTV IS NONE 3' -0' " -0" CAD OP'G D �OPLAR PTV 20 SWWG 2' -10" 1' -0" I19" POPLAR PTV CASED AR PTV 21 CONCEALE &DING . 22 SWING 2' -10" 1' -0" 119' POPLAR PTV CASED POPLAR PTV 73 NONE 2' -6" 1' -0" CASED POPLAR PTV 24 SU NG4 7' -b" T' -0" I %- POPLAR PT'D CASED AR PT'D 25 6WIW.a 2' -6" 1' -0" 114' POPLAR PTV CASED AR PTV 26 SWING 2' -b' 1' -0' 114" POPLAR PTV CAGED PEAR PTV 71 SWING T -4' 1' -0" 114" POPLAR PTV CASED OPLAR PTV 28 SOW. 2' -10' 1' -0" 114" POPLAR PTV CASED AR PT'D 296 NONE 2' -10" 1' -0" CAGED OPLAR PT'D 29b NONE 2' -10' 7' -0" OP'G PLAR PT'D 30 NONE 3' -4" 1'-0" CASED LAR PTV 31 I' -6" �' -0" 119 POPLAR PT'D CASED OPLAR PTV 32 NONE 3' -0' �' -0" � OPY+ D PLAR PT'D 33 PAIR 1' -6• 1. -0" 114' POPLAR PTV CASED AR PTV 34 SWING. CU8 CASED -1. PT'D 35 SU.. SWING 2' -0" 1' -0" 119' POPLAR PTV CASED IOPLAR PTV 36 8WING 2' -4" 1' -0" 114" POPLAR PTV CASED PLAR PTV 31 SWING 2' -4' 1' -0" 114' POPLAR PTV CASED PLAR PT'D 38 WMG T -10" 114" POPLAR PTV CASED OPLAR PTV 39 SWING 2'4" 1' -0" 134• POPLAR PTV CASED PLAR PT'D 40 SWING 2'4" 1' -0" 164' POPLAR PTV CASED PLAR PTV 41 NONE E. T,'0� CASED P'G OPLAR �,D 42 SWING 119° POPLAR PT'D CAGED AR PT'D 43 2' -0" 1' -0" I'," AR PT'D CARED AR PTV SPWI1t4RG C ED 44 NONE 7' -10' 1' -0" OP'U AR PTV 45 SWING 2' -6" l' -0" i 14" POPLAR PT'D CASED AR PT'D DOOR NOTES' 3. FRENCH DOOR5 B7'ULTIMATE -DOOR OF PALM BEACH, INC." L PROVIDE AS IMPACT RATED OPENING 2. ENGAGED WOOD COLUMNS W/ ENTABLATURE, SEE INTERIOR ELEVATIONS. window schedule TYPE UNIT SIZE M. O. SIZE FINISH HURRICANE DETAILS REMARKS No TION ,IAMB W H W H INT. EXT. H /SIL MATL. OPER 1 / C 1 3M' '', •0 3MY 3' -5 SM' b' -9' PRIMED PRE -FIN VASA 3 /A6.4 q ALUM. CLAD 3'•0 -4 9116' 415 /116 CASEMENT 4 (I1 !' -03M' 6'-53/6' b' -9' F'RIr1ED PRE-FIN I /11611 3/116.4 I- 41/16' MRATED 2/A6.4 ALUM CLAD CASEMENT 1'-0 3M' 4' -0 3AV 2'•5 3/16- 4'•4146' Mr-Mr, PR NN I /AS- 3 /A(A C ALUM. GLAD CASEMENT 3' -0 3116' 4' -0 3116' V -5 3M' 4' -4116' PRIMED PRE-FIN I /116'4 2/A6p 3 /A&A 2/E (2) 3'•0 3M' 4'•0 3M' b' -5 3/6° 4' -41M' PRIMED PRE -FIN I /A6.4 3 /AAA ALUM. CLAD CASEMENT CASEMENT, FIXED 1 TRANSOM BAY 2) -2--431W (I) W -0 3M' 5'-0 3M'/ 1'-d 9M' BEE DTL6 6' -9' PRMED F'1� -FIN IMPACT RATED 1/16.4 T /116.4 8 /A6.4 A6. 4IIIA pA7 WINDOW F 'ALUM. CLAD FIXED CASEMENT 5' -O 3M' 4'•D 3M'/ 5'-5 3M` 5' -9' pR31ED PRE -FIN IMPACT RATED VA SA I/A6A 3/11611 A G ALUM CLAD 4 1,� 5%, I /11611 10/.66.4 ALUM CLAD CASEMENT 1'.4 3M' 4' -0 3M' 1' -61/6' 4' -4 TA6• PRIMED PRE -FIN IMPACT RATED 6 /AbA 3 /AbA H b /A6.4 10/116.4 J ALUM. GLAD CASEMENT, FIXED, CASEMENT (2)3'•03 b' (U 5'•0 9M' 4' -03M` N' -65M' 4' -4 TM' PRIMED PRE -FIN IMPACT RATED 3 /Ab 4 I NDOW NOTES, I. PROVIDE SCREENS AT ALL OPERABLE WIT6 2. VERIFY ALL DIMENSIONS W FIELD AT NEW WINDOWS W EXIST. LOCATION BEAM ALL NEW WINDOWS IN EXIST- WALLS Y RLHX. OF ANY COhFl -NAT 11—DNT AY "WEIRD U6NDOWS'. JIE L ❑� JIE O 3'•O 3n' uRrt Dn P 1� --11 r R i. O 5' -5 !K' Ma ILL 11 5'-0 3AI• I16i DM k�k K f 4 O O O O N-61D' 1 N S 4 yE d 13 � 3 . f y 6 # ;Olt, 9 � tt 3 F Q O 6'-0 INr• MO. .—St ON S: 12 JULY 02 r -6 TA' marE 612! 6'-4' DDO1e oR•a1 7 25 Fla. 03 I O P NONE o� 0 � 4 � F f JIE L ❑� JIE O 3'•O 3n' uRrt Dn P 1� --11 r R i. O 5' -5 !K' Ma ILL 11 5'-0 3AI• I16i DM k�k K f 4 O O O O N-61D' 1 N S 4 yE d 13 � 3 . f y 6 # ;Olt, 9 � tt 3 F Q O 5'-0 3116' TNT Dn I 16'-4 314.ORND! MD. KIM .—St ON S: 12 JULY 02 on IN 7 25 Fla. 03 I O P NONE 0 IN on —1 ■ N U Z C ~ a �LL va m Q � LL r LL — — ^ W W(D r ca LAN um a. 7 W Lo Lo 0 M W t: P ■�i (n Ld O = Z r gN ul C 0 N !• C QQ$ wQ o N cj t, ca C 0 0 6 O O o 6a d LL C O m o 5'-0 3116' TNT Dn I 16'-4 314.ORND! MD. KIM on IN I MEN 0010700 NONE 0 IN on —1 IIJ o U Z C a 0 C r ca W 0 M C 0 N o N ca C 0 O o 6a C O m o yy 6 cc C Q S !a1 a t sw<n Apt rt4 Obi .® DATES C °°�■" I.7ee1 ISSUED FOR: rtwxr J �iJ ORAWN ®Y: LICK ` O CHECKED BY, O SCALE, w• . r. A6.2 Se z a S i �v a ICI MASONRY JAMB (TYP) (U S IN FILLED CELL OR POURED COLUMN SEE STRUCTURAL. 7 6b' DOOR RLU'E Dtt IIb" SEALANT W/ BACKER ROD BRICK MOULD BY WINDOW JAMB EXTENSION k", 514111 SPACE (2) P.T. 2x BUCK - FASTEN TO CONC. JAMB W/ 3/16'x41ry • TAPCONS W/ MW. III" EMBED. AT 12" O.C. MAX fib' GYP. BD. ON 2. WD RIRR'G, OR AS REGI D TO ALI&4 W/ EXIST FINISH I FRENCH DOOR JAMB DETAIL d p NEW PRECAST OR POURED CONCRETE p LINTEL, SEE STRICT. 4 %" GYP. BD. ON Ix WD FURRG, OR AS ° ° RELI'D TO ALIGN W/ EXIST FINISH p 9' -l• MATCH EXIST. yy SOT. BEAM / � d MATCH HT. OF r41*./4 WNDOW JAMB EXT. SEE FIN SCHEDULE FOR CASING (2) P.T. 2x BUCK V4' SHIM SPACE CONTINUOUS WEATHERSTRIP OUT SWINGING ALUMINUM CLAD WID N GLS DOOR %' SEALANT W/ BACKER ROD MASONRY JAMB (TYP) (I) S N FILLED CELL OR POURED COLON SEE STRUCTURAL. (U P.T. Ix 1 (1) P.T. 2x BUCK- FASTEN TO CONC. JAMB W/ 3/16" X3 1/4" TAPCONS AT 12" OZ. MAX %" GYP. BD. ON 2x WD RIRR'G SEE FIN. SCHED. FOR WD TRIM I ,'x-IVi' FN. DIM. MAHOGANY JAMB W/ RABBETED STOP I x MAHOGANY JAMB tb" SEALANT W/ BACKER ROD 1 x 2 P.T. PURRING SHIM d d p • n ° � • it J d •� POURED CONCRETE COLUMN SEE STRUCTURAL DRAWINGS DIGa'm6� m ma ay P.T. 2 x 6 IS" FASTENED n W/ 3/e' x 4" STN. 5% EXPANSION ANCHOR (RAWL POWER BOLT OR EQIALJ DRAWN BY, RbLPK 2• MIN EMBEDMENT MIN. 3• /MAX. b' FROM EA. END 1 D' OZ. MAX ++ d s 5 /8' FIRECODE TYPE 'X' GYP. BOARD ON I x P.T. FURRING FASTEN AS PER GARAGE DOOR I-rR- APPROVED TESTING CRITERIA b'i 10• DOOR RtNE DH ! W' b'-i ,M' DOOR RW'E Dtt 4b" SEALANT W/ BACKER ROD BRICK MOULD k,,--5y WINDOW LINE OF C V. BENT ABOVE P.T. 2x BUCK - FASTEN TO STL COL. W/ •12 SELF TAPPING SCREWS OR J45 PAF. AT S' OL. MAX b'x5 /S' STL FLITCH PLATE, SEE STRICT. INSWING EXT. DOOR JAMB DETAIL CxARACxE DOOR JAMB DETAIL FRENCH DOOR JAMB DETAIL 4 IO AT DOOR 02 FIR OR MAHOGANY TRMi, PAINTED B• ASPHALT FELT ON -APA PLYWD b'•i M' DOOR tR,44 Dtt i bM' / b'i 72• DOOR JRYE DH T bD' I V2' NEW PRECAST OR POURED CONCRETE LINTEL, SEE STRICT. p MI' GYP. BD. ON d. d 2x IUD HJRR'G °Q (U P.T. ix N lU P.T. 2x BUCK p. A T'-3 k' AFF T. BEAM SEE FIN. SCHEDULE FOR CASING CONTINUOUS WEATHERSTRIP COL. LINE OF CONC. BEAM ABOVE FASTEN TO STL COL. LL .12 •D SELF TAPPING SCREWS OR J45 11. AT S" OL. MAX 4x4 STL COLUMN, SEE 5TR)CT. b' 1, 2 V4' ,1N• FRENCH DOOR HEAD INSWING EXT. DOOR HEAD DETAIL 8 FRENCH DOOR JAMB DETAIL 2 DETAIL ' I1 AT DOORS 05, 0 (o, 01 WD DOOR OOR WD D OUT 904G LNG I h' THICK 5ULLNO5E EDGE CAST STONE BILL 911' t• I Vl• 1 IN IIiYI. I6 OZ COPPER PAN W/ SOLDERED JTS. t EXPANDED COPPER LATH EXTEND UP JAMB •. MIN 3`, TYR CAST STONE RISER d NEW CONC. SLAB OVER EXISTING 4 SEE BTRUCi. EXIST'G STRUCTURAL SLAB, SEE FOUNDATION OUT SWINGIW. � CLAD ALUMINUM CLAD 9 H' WD 2 GLS DOOR UID ( GLS DOOR I h' THICK PEMKO II®B BRONZE ALUM. Um. BU-iPER SILL BULLNOSE EDGE THRESHOLD I (!` THICK BUMPER SILL CAST STONE SILL BULLNOSE EDGE ... .. .. ::�.,,: ... ...,.::,. PEM9C0 Bbl HOOK CAST STONE DILL P.T. BLOCKING PT. BLOCKWG — — — — - -- A`CEMENT PLASTER Ib OZ COPPER I°ET'9CO 1450 BImUNZE •I V)' T 1141 NEW OAK: FLOORRG OVER GALV. MTL. LATH NEW OAK FLOORING PAN W) SOLDERED THRESHOLD W/ PAN 16 OZ COPPER OVER'4' -4-PLYWOOD JiS. t EXPANDED PAN W/ SOLDERED ovER'4' PLYWOOD ON "PLYWD ON Mb' SUmMOOR SHIM AND COPPER LATH NEW OAK FLOOR OVER JTS. 1 EXPANDED &1dR.00R BHl1 MID I6 GA GALV. MTL 8711D8 LEVEL &MFLOOR EXTEND UP JAMB b' PL SUB -BOOR LEVEL SIZIFLOOR AS REQUIRED. MIN. 3', TYP. O'1 EXIST. STRICT. SLAB COPPER LATH AS REOeJIRED. EXTEND UP JAMB REPEAT 911. ENGAGED MIN. 3`, TYP. § PLASTER COLUMN ON OPPOSITE CORNER S 4 D CAST STONE RISER CAST STONE r..::. RISER F. ° EXISTVJCs 3' 80. STEEL CAST STONE S COLUMN EXIST. STRICT. � p — — — — -- CONIC, SLAB, S a. / SEE STRICT. 4 EXIST. PILE FOUND. 3 FRENCH DOOR SILL DETAIL INSWING EXT. DOOR 51LL DETAIL_ FRENCH DOOR SILL DETAIL PLASTER COLUMN DETAIL FRONT ENTR'T' REVISIONS lim Q Q f J _j N m _ L^ d Q:;: W 66 7 O� Z � �N to � Wn U U Ir U C � I.cc O m m U ` � 0 r LL I� VIII Z 03 0 L [ r S V cc B C S Y O W r 2 n Q c V i L � Q C o i D 0 p a° d m=.1`i 15w',�oR"I A6.3 DIGa'm6� m ma ISSUED FOR: DRAWN BY, RbLPK CHECKED BY: O ..ALE: A6.3 gmg �i �S rn� �Y y� 1K" GYP. BD. ON Ix WA PURR'G, OR AS REO'D TO ALIGN W/ EXIST FINISH P.T. Ix, ". 2. BUCK - FASTEN TO CONIC. JAMB W/ 3/16 °x4' TAPCONB W/ MIN. Ily" EMBED. AT 12. O.C. MAX MASONRY JAM (TYP) (I) 5 IN FILLED CELL OR POURED COLUMN SEE STRUCTURAL. SHUTTER SEALANT W/ BACKER ROD XTENDER )OW MANF. M BRICK )VER P.T. !LOCKING 46" SEALANT W/ BACKER ROD CONCRETE ISM POURED .. TO HEAD TYP. ADD (2) •5 IN BOTTOM. OR EXIST. BEAM P.T. Ix FURRING, OR AS REO'D TO MATCH EXIST. FINISH P.T. Ix AND 2X SUCK 1114" BHM SPACE JAMB EXTENDER BY WINDOW NMANWF FIXED 8AB44 TYPE, ALUMINUM CLAD, IMPACT TRAN60M WINDOW WITH LAMINATED IMPACT RESISTANT GLASS l / 14' SHIM SPACE P.T. 2x BUCK P.T. BLOCKING ',�• EXT. APA PLYWOOD SHEATHING 15• ASPHALT FELT FIR OR MAHOGANY TRIM, PAINTED LNJE OF CMN BELOW TYP. CASEMENT WINDOW TYP. TRANSOM BAY WINDOW I JAMB DETAIL HEAD DETAIL JAMB DETAIL 9 a!" SEALANT W/ BACKER ROD CONCRETE " POURED DOWN TO HEAD TYP. ADD (2) S IN BOTTOM OR EXIST. BEAM P.T. Ix RIRRNJG, OR A9 REO'D TO MATCH EXIST. FIN16H P.T. Ix AND 2X BUCK s' SHIM SPACE " MATCH EXIST. N. BEAM JAMB EXTENDER BY WINDOW MANX OPERABLE OIUT811ING CASEMENT, ALUM NUM CLAD, IMPACT WINDOWS WITH LAMINATED IMPACT lE51STANT GLASS 2 TYP. CASEMENT WINDOW TYP. TRANSOM HEAD DETAIL 5 MULLION DETAIL FIXED BASH TYPE, ALUMINUM CLAD, FIR OR MAHOGANY IMPACT TRANSOM TRIM, PANTED WINDOW WITH LAMINATED "PACT 15• ASPHALT FELT ON FREBISTANT GLA56 kV EXT. APA PLYWD DLOCK WALL BELOW SHEATHING N!• SEALANT WU BACKER ROD JAMB EXTENDER BY WINDOW MANUF. OPERABLE OUTSWING CASEMENT, ALUMINUM CLAD, IMPACT WINDOWS WITH LAMINATED MPACT RESISTANT GLA68 WOOD BEAM, BEE BTRISTURAL FIR OR MAHOGANY TRIM, PAINTED P.T. 2x BUCK FS• ABPWALT FELT ON 'I,' SHIM SPACE tv EXT. APA PLYWD SHEATHING JAMB EXTENDER BY WINDOW MANF OPERABLE OUT6UNG CASEMENT (AT SIDES, FIXED CASEMENT AT PICTURE WINDOW), ALUMINUM CLAD, IMPACT WINDOWS WITH LAMINATED IMPACT RESISTANT GLA88 46• SEALANT W/ BACKER ROD WOOD BEAM, SEE STRUCTURAL BLOCKING AS MOD TO MATCH EXIST. FINISH P.T. 2x BUCK L,• SHIM SPACE JAMB EXTENDER BY WINDOW MAJIF OPERABLE OUT5WING CASEMENT, ALUMINUM CLAD, IMPACT WINDOWS WITH LAMINATED IMPACT RESISTANT GLASS C;8) BAY WINDOW KITCHEN BAY WINDOW HEAD HEAD DETAIL Y DETAIL tv $g3 6 REMSIONs Q � Q • W LL CL W) U) Q U- H nW Q Q r W Z ~ $N U1 � WO SgN� • U Uw IW Q oZ U cQ 4 Q LL • Z W 03 U •�• 0 V p N D W a a E a � D (� 0 D c ! o L 0 � C a Z a Zr y xa o�TE: 'b•� D!�'O®l R ]Oil (D IssuED roR: CHECKED BY: SCALE: '.- A6.4 LINE OF CONC. DLOCK WALL BELOW y' BRIM SPACE P.T. 2x BUCK SEE FIN. SCHED. FOR 4 "nl'xl /e• ALIUMNNII'1 I TRIM Ni° SEALANT W/ I JAMB EXTENDER 6005 -6T5 BY WINDOU BACKER ROD I BY WINDOW MANUF. SUP R. I WOOD SILL A APRON I I!" SEALANT W/ FIR OR MAHOGANY BACKER ROD TRIM, PAINTED Ix 1 2. P.T. BLKY3 — — — — COPPER MEMBRANE 19" SHIM SPACE BTEESEE STRU=T. I FLASHING, EXTEND UP A a• P.T. 2x4 JAMB, SET IN MASTIC a • I APPLY COPPER LATH FOR STUCCO FINISH. Q P.T. ix BLOCKING, OR AS IEO'D TO MATCH a EXIST. FINISH A a a SILL BEAM MIN \ 6' HIGH WW B• ASPHALT FELT ON — — (2) •6 CONT. 11" EXT. APA PLYWD ai' GYP. BD. 9EATHING F ! N' Ix t 2x P.T. BLK'G ! WI6• 4 W' 13/4, ]' -0!A6' WlDGW INT DM M !' -0!A6' ID2D YIDW UNIT DH r !'-0 S/l6. 4PCCV1 UNR DH I L4• { W 15/16' 0'•b 5I6• ALUMINUM BRICK 4h" SEALANT W/ MOLD OVER P.T. BACKER ROD WOOD BLOCKING TYP. CASEMENT WINDOW KITCHEN BAY WINDOW JAMB DETAIL 3 SILL DETAIL tv $g3 6 REMSIONs Q � Q • W LL CL W) U) Q U- H nW Q Q r W Z ~ $N U1 � WO SgN� • U Uw IW Q oZ U cQ 4 Q LL • Z W 03 U •�• 0 V p N D W a a E a � D (� 0 D c ! o L 0 � C a Z a Zr y xa o�TE: 'b•� D!�'O®l R ]Oil (D IssuED roR: CHECKED BY: SCALE: '.- A6.4 PROVIDE axe cm GROUT FILLED JAI'M in W/ (V 9. DOWEL AND EPDXY REBAR INTO CONG STRUCTURE. TYPICAL FOR ALL p WINDOW OPENINGS. yLy NEW " CMJ WALLS W/ h •p VE .. 97. OG DPoLL EPDXY NEW O R STRUCTURE. M$ c. IST)ED. TYPICAL Y r REMAIN. I § 6 § X NEW GRADE SEMI AND STRUCTURAL BLAB. DOWEL AND EPDXY INTO EXISTING GRADE EEAM6. REFER TO DETAILS SEAM AL MIS W/ (21'1 TOP AND 50T 10 TIES ■ T" Or- DOWEL AND EPDXY MO EXI6TING GRADE 511" S• WV 46 BAR DIA LAP. SEAM A2, 12X24 W/ (2) M TOP 1 COT. 4 9 TIES 10' Or- DOWEL AND EPDXY NTO EXISTING GRADE (BEAMS S• W/ 48 BAR DIA. LAP. NEW 6 "C-!I BLOCK W/ S FILLED CELLS AT EACH CORNER AND - ,2. Or_ AND 8 GA. AL, LATERAL EPFORGETIENT • IS- �t m-0 sJb• ra r-e' ® M ADJ S mx � W-6 3RV OA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 74� -1, — — — — n — — — — — — — — — LLY L— — 6A1' D'41 LY• MO. 7' -S N• b'a ]' -! N' !' -! fM• MO. !' -IB' !'•6• 2' -1 N' 6'-D' 2' -1 N' V-5- V -3 W' !'•p !Ai' 2'a wo.: 'N BLACR1'.E E 8 W E AD AND 6A • 4q' 4 �_1 INTO EX Nal TRIIOtIViE• EXIbi'G G13. BELOW 2 p1 - _ CD x 33.9 STEEL CHANNEL ON THE 'U v ■12 FACE OF THE EXISTING GRADE CEAtl Lela ) 3 2 W/ (2) ROSE OF U2' LDT ■ 24' Or- � � (4 EMBED) ENCASE STEEL ONA)NEL C'I y —K C- IN CONCRETE. (MIN. 3• COVER) r — NEWT L CONCRETE STRUCTURAL CONCRETE p ^ V.O. Ot._ SL 1 ~ CBOTTJ I I V GENT . W -0' L SLAB LAB. MRICAL ) O 4 I tl' OC.TE11P. (TOP) o NNL TO. ILAp y TEMP OP I I n 7 I 1 ^ MT TO SLAB TW-V -. (TOP 1 n 7� o`I oc. e�a4G . LONG • NEW WALL TO U6ED AS 10' OL.TEMP. (TOP) INTERIOR OEARUG WALL OVER EXISTING GRADE BE LI NEW STRUCTURAL SLAB. DOML AND EPDXY SLAB INTO EXISTING O n COW-9E &TRX W/ -5 DENT V . 6' -0• LONG . EXISllNG GRADE SEAMS AND tl" OC. (TOPJ 10X10 PRECAST PILES (2) NEW 4XAX4 STEEL CO1LU'NB REFER To 5CHEDULE AND DETAIL- A4 BENT TOP (4) '5 DOWJELS X 30" LONG BARB ■ 10' OL I WVB EMBED 1 EPDXY 7071 :. :' -.... TYPICAL -� L � C� .. U V • b' -0' LONG tl' O.C. (TOP) 3 I BEAM A] SEAM d UwI /A& !Ab' 'D R NEW STRUCTURAL SLAB. 004EL AND - EPDXY SLAB INTO REFER 1 p I I ILB ' EXISTING CONCRETE 6TFAJCTURE W/ V x 46' LONG BENT BARS 24' oc Y EXISTING 10X10 PRECAST PILES AND- _ of"DE BEANS TO REMAIN. ' I EXISTING 10X PRECAST PRECAST PILE REMAIN. I § 6 § X NEW GRADE SEMI AND STRUCTURAL BLAB. DOWEL AND EPDXY INTO EXISTING GRADE EEAM6. REFER TO DETAILS SEAM AL MIS W/ (21'1 TOP AND 50T 10 TIES ■ T" Or- DOWEL AND EPDXY MO EXI6TING GRADE 511" S• WV 46 BAR DIA LAP. SEAM A2, 12X24 W/ (2) M TOP 1 COT. 4 9 TIES 10' Or- DOWEL AND EPDXY NTO EXISTING GRADE (BEAMS S• W/ 48 BAR DIA. LAP. NEW 6 "C-!I BLOCK W/ S FILLED CELLS AT EACH CORNER AND - ,2. Or_ AND 8 GA. AL, LATERAL EPFORGETIENT • IS- �t m-0 sJb• ra r-e' ® M ADJ S mx � W-6 3RV OA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 74� -1, — — — — n — — — — — — — — — LLY L— — 6A1' D'41 LY• MO. 7' -S N• b'a ]' -! N' !' -! fM• MO. !' -IB' !'•6• 2' -1 N' 6'-D' 2' -1 N' V-5- V -3 W' !'•p !Ai' 2'a wo.: 'N BLACR1'.E E 8 W E AD AND 6A • 4q' 4 �_1 INTO EX Nal TRIIOtIViE• EXIbi'G G13. BELOW 2 p1 - _ CD x 33.9 STEEL CHANNEL ON THE 'U v ■12 FACE OF THE EXISTING GRADE CEAtl Lela ) 3 2 W/ (2) ROSE OF U2' LDT ■ 24' Or- � � (4 EMBED) ENCASE STEEL ONA)NEL C'I y —K C- IN CONCRETE. (MIN. 3• COVER) r — NEWT L CONCRETE STRUCTURAL CONCRETE p ^ V.O. Ot._ SL 1 ~ CBOTTJ I I V GENT . W -0' L SLAB LAB. MRICAL ) O 4 I tl' OC.TE11P. (TOP) o NNL TO. ILAp y TEMP OP I I n 7 I 1 ^ MT TO SLAB TW-V -. (TOP 1 n 7� o`I oc. e�a4G . LONG • NEW WALL TO U6ED AS 10' OL.TEMP. (TOP) INTERIOR OEARUG WALL OVER EXISTING GRADE BE LI NEW STRUCTURAL SLAB. DOML AND EPDXY SLAB INTO EXISTING O n COW-9E &TRX W/ -5 DENT V . 6' -0• LONG . EXISllNG GRADE SEAMS AND tl" OC. (TOPJ 10X10 PRECAST PILES (2) NEW 4XAX4 STEEL CO1LU'NB REFER To 5CHEDULE AND DETAIL- A4 BENT TOP (4) '5 DOWJELS X 30" LONG BARB ■ 10' OL I WVB EMBED 1 EPDXY 7071 :. :' -.... TYPICAL -� L � C� .. U V • b' -0' LONG tl' O.C. (TOP) 3 I BEAM A] SEAM d UwI /A& !Ab' 'D R REFER 1 p I I ILB ' \-9 ■ IW LOG I0. OC. (TOP) pR P� t,l — -i -r 1— a'-61/- .� T9l;1.101'R E?<IBFNVrw .. xa tl TFRNP.6c jpEAM AN) I II 23--g- R71 ICY SlriiTllW,, 4' -0761' L Pd LS' Ky ......:............ CONC GOLIPN, (b) •D NEW GRADE BEAMS. -------------- DTO..1YiD-EPRADE --- - - - --, -INTO E %(STING GRADE 1 .�:. ..: Lc'NC - -- -- -- - - - - --- BEAne- areArleeLEV.- -- -- - --RB-ER TO BEAM TOP BARB UNDER 6CHEDULE FOR 61ZE � COLUMN AND REItiORCEMENT ` foundation pima A. DaA W VA.. I' -0' I ? I (FOUNDATION NOTES: FOUNDATION SLAB NOTES: I IL WALL REINF. SHALL EXTEND THRU FULL HEIGHT Or WALL DOWEL 1) FLOOR BLAB $HALL BE A b• CONC. BLAB WITH V J 12'p- I MASONRY WALL FWIPFOfa:.ING FROM FOUNDATION THROUGH GROUTED ISOM EACH WAY OVER 10 MIL VAPOR BARRIER OPi GGIPACTED :. . . IBLCCK CELLS /HOCK .THE HIGHEST SEMI TOP (SARA RE9F. SPLICES 1 TREATED SOIL, LAO. FOR ADD'L SLAB MOTT. REIN. REFER — 6FIAl.L DE 4a BAR DIA FOR NOPoZ JOINT REIRFORCING, SEE TO PLAN ITRUCTURAL NOTES. PLACE (U SCHEDULED WALL R£6F. IN GROUTED .. _ L • ALL COTTERS AND EACH BIDE CF ALL OF'EN$L'.8 TYPICAL L SLAB TOP REEF. AS FOLLOWS: I M121,1 — N INDICATES (U SCHEDULED WALL RERF. VERTICAL N GROUTED CELL 1 INDICATES V . 0. Or- T", ELL TOP REFER TO PLAN FOR ADDITIONAL WALL -- UNDER PONY LOAOB 1 '.CONG14ET!$LAB LARGE OPOAINCd. �T� OVER ALL EXTERIOR ]BEAFI04 TOP TYPICAL p. FOR DMEN61ON6 OF WALL OPENIWSS NOT SHOWN ON STRUCTURAL �'J p �(7RAWING6 REFER TO ARCHITECTURAL DR AlFG6. INDICATES V x S' -0' . tl' 0 - TOP —11 I AL OVER ALL INTERIOR 5EAM16. is ATTACH NEW H.ASUURY WALLS) TO EXISTING W[ II3' WIDE ■gA. -J III L cORT1U'ATm MASO4R1" TEe W/ y "1 x 1• LG. TAPCOIA6 . 16. OC. 31 NOTE: ALL IVII BARB IN FIRST FLOOR OCAS 1-16 DE GD -X CONY. WV 24' LAP 4 SHALL BE HOCKED d} PER METER 4. SEE�ET 63.1 FOR ADDITIONAL NOTES 1 M. DETAILS. / /"" PN PILE 41 FOR ADDITIONAL TOP DARE ' "R TOJPLAFL CAPABLE OF I S. COt�TRY+CTOE TD EELS- VEREY.ILL nn✓uor �py.,B, USE - - - - - 5UPPORrD'G -6) CUT ALL EXISTING 61, A5 UP TO THE MIDE FACE OF ALL SKIPS C211-- � L------------------- - - - - -- &NAM BEAMS.' Tyf.-aR6. - - - - -- J 2 (M. OF 6) NOTES: pp1 61 POOL, POOL DECK UN FOUNTAIN 4 CABANA FOUNDATION BY U P - 16' ALDER -CA6T PILE W/ G 7 VERYA 9 TIES AT 10•e4s SPECIALTY FLORIDA PP SUBMIT CALCULATIONS 1 SHOP / \ 2) SEE SCHEDULE 4 NOTES ON FOR ADDITIONAL N ORIATIOI DRAWINGS FOR APPROVAL 3) FOR PILE ELEVATION6, SEE GEOTECTNICAL REPORT. 4) SEE ARCH'L DWG'6 FOR DCEN61CN6 _ J !20 �7 GS= X� "xQrOO`� GRAUEBEAR"Wl5716, 4'$TIf�PS -&' 6= — — — — — — — — — STa ■i' -1.OA V4• Apo !3i2 I -A i4 As 12 JULY. 022 2 14 AUG. w i ® 20 SEP. 02 Oj � 26 COT. 02 P 2 JAN. 03 ■ ■ ® T APRIL 03 a ~ 1LL h N LL N Q a r W �aa 6m 1L O O L� 0 S r �N LO — 5 s Nv WO = ga N ■ C) LU V 26 o� n¢ 0 rn(a D Q LL W 0 O Z 0 B a CC ■ O p 0 A v` L + W s 2 0 C 0 D 0 ,w 0 V+ C o CC �O C 0 0 C } ■ n �I a G5 s I 9 NJ I I �llo..Tt W F. A GB-S DATE: ED FG ISSUED FOR: Q F!R Kf .y..p DRAWN BY: aV M 13 CHECKED BY: r- OSCALE: .0 T4 — O'DONNELL, NA CARATO AND MIGNOGNA STRUC RAL ENGINEERS 321 1 iTH EACH, STREET. SUITE 200 /■� /■ ■ J NEST PA M BEACH, FLORIDA 33401 v` 1 7 ( 1) 835 - 9991 FA (561) 535 - 8255 /{ 301.025 V4• Apo !3i2 I -A i4 As 12 JULY. 022 2 14 AUG. w i ® 20 SEP. 02 Oj � 26 COT. 02 P 2 JAN. 03 ■ ■ ® T APRIL 03 a ~ 1LL h N LL N Q a r W �aa 6m 1L O O L� 0 S r �N LO — 5 s Nv WO = ga N ■ C) LU V 26 o� n¢ 0 rn(a D Q LL W 0 O Z 0 B a CC ■ O p 0 A v` L + W s 2 0 C 0 D 0 ,w 0 V+ C o CC �O C 0 0 C } ■ n �I a G5 s I 9 NJ I I �llo..Tt W F. A GB-S DATE: ED FG ISSUED FOR: Q F!R Kf .y..p DRAWN BY: aV M 13 CHECKED BY: r- OSCALE: .0 T4 — O'DONNELL, NA CARATO AND MIGNOGNA STRUC RAL ENGINEERS 321 1 iTH EACH, STREET. SUITE 200 /■� /■ ■ J NEST PA M BEACH, FLORIDA 33401 v` 1 7 ( 1) 835 - 9991 FA (561) 535 - 8255 /{ 301.025 a ~ 1LL h N LL N Q a r W �aa 6m 1L O O L� 0 S r �N LO — 5 s Nv WO = ga N ■ C) LU V 26 o� n¢ 0 rn(a D Q LL W 0 O Z 0 B a CC ■ O p 0 A v` L + W s 2 0 C 0 D 0 ,w 0 V+ C o CC �O C 0 0 C } ■ n �I a G5 s I 9 NJ I I �llo..Tt W F. A GB-S DATE: ED FG ISSUED FOR: Q F!R Kf .y..p DRAWN BY: aV M 13 CHECKED BY: r- OSCALE: .0 T4 — O'DONNELL, NA CARATO AND MIGNOGNA STRUC RAL ENGINEERS 321 1 iTH EACH, STREET. SUITE 200 /■� /■ ■ J NEST PA M BEACH, FLORIDA 33401 v` 1 7 ( 1) 835 - 9991 FA (561) 535 - 8255 /{ 301.025 — O'DONNELL, NA CARATO AND MIGNOGNA STRUC RAL ENGINEERS 321 1 iTH EACH, STREET. SUITE 200 /■� /■ ■ J NEST PA M BEACH, FLORIDA 33401 v` 1 7 ( 1) 835 - 9991 FA (561) 535 - 8255 /{ 301.025 2 :4 �lp �NU�I a llHt� ■�1.+■na elr.na�l�n►. 1■■r ■.:;tr. III ! i 1 _,111(Yf��E I�■'•■Ei■i �IloYl�� El® "SIMPSON" TRUSS TIE DOWN (U.N.O.) MARK ANCHOR TYPE NAILS TO TRUSS re BOLTS ALLDWABLE UPLIFT 1■ LOAD POVENO � HETAL 12 III (5)-10d X 1 -1/2" - 095/ 4151 -- B HETAL 16 10 -1Od X 1 -1 /Y (5)-10d X 1 -1 - 15350 4151 11002 \ICI C B] N�I�oil (15) -10d X 1 -1/2* (5 )-10d X 1 -1/2" ■wl�l�l�o'�I�II!o:�I�II� 1890+ VSJ 11002 0 MTS 12 (7) -10d STRUCTURAL ENGINEERS - 10002 321 15TH STREET, SUITE 200 NEST PALM BEACH, FLORIDA 33401 E HOT -2/ -3 (8)-104 - NOTE 6 105302 ('•) FAX (561) 05 - 5255 JOB I11 301.025 F (2) HD14A 4 1 ',' (4) 1- DIAM. NOTE 7 11080/ - - C LSSUH310 (14) -154 12)-10d x 1 1/2 - 11501 - - H NOT USED n 1 I ■If�i� � �iiiiii %/,�i'slll// /�e.(� - -'Y/% O/� 3Ni D �I r1�7 iq �:1" �//2 0 lt�s= =�,�s? - f -a. .� //O/e a :YY�fI ■I � 0 - L __ (22) -10d _ —' \III 39051 ■�IrN■ M r91 ■Ii�l1 (7) -10d WELD TO LINTEL - I ��!I�i��� ►_ O CVs AM. (12) 3" LONC SDS - - - 'po 0 UCH '� 110802 Y' �� � �'.NNI D:1.i�iN ■:I.�!.�dV� Q 0 �I P1 i 1121 m l`����III ' , - BE POISON-- III FAI _ gmai —Mll NEED MEMO �II 1 - - - - -� ■1 �i Ili! ■ ■ ■r ■ ■ ■i��l�� ■ ■ ■� ■ill! ■� ■ \'■ �lp �NU�I a llHt� ■�1.+■na elr.na�l�n►. 1■■r ■.:;tr. III ! i 1 _,111(Yf��E I�■'•■Ei■i �IloYl�� El® �I�I■711� ■ICI ■ ■■ ■�IY�P�'S TYP. "SIMPSON" TRUSS TIE DOWN (U.N.O.) MARK ANCHOR TYPE NAILS TO TRUSS re BOLTS ALLDWABLE UPLIFT 1■ LOAD POVENO � HETAL 12 III (5)-10d X 1 -1/2" - 095/ 4151 -- B HETAL 16 10 -1Od X 1 -1 /Y (5)-10d X 1 -1 - 15350 4151 11002 \ICI C B] N�I�oil (15) -10d X 1 -1/2* (5 )-10d X 1 -1/2" ■wl�l�l�o'�I�II!o:�I�II� 1890+ VSJ 11002 0 MTS 12 (7) -10d STRUCTURAL ENGINEERS - 10002 321 15TH STREET, SUITE 200 NEST PALM BEACH, FLORIDA 33401 E HOT -2/ -3 (8)-104 - NOTE 6 105302 ('•) FAX (561) 05 - 5255 JOB I11 301.025 F (2) HD14A 4 1 ',' (4) 1- DIAM. NOTE 7 11080/ - - C LSSUH310 (14) -154 12)-10d x 1 1/2 - 11501 - - H NOT USED n 1 U410 5 - 16 6 -10d - 10852 - ' J HCUS 414 - IB -IOd - 50002 - - K LUS 210-2 - I X 0 -10d - Bill 11■ 0 - L MGT (22) -10d 39051 M III (7) -10d WELD TO LINTEL - - - O CVs AM. (12) 3" LONC SDS - - - 'po 0 UCH 110802 Y' �� � �'.NNI D:1.i�iN ■:I.�!.�dV� Q �I�I■711� ■ICI ■ ■■ ■�IY�P�'S TYP. � III�:G O I CIA Its - -�i�� ■II V _ �I � -- Lrt�� .— -- - -- - -- �iE.. INN _. - - IIII � II,I ; I �• - I1 ; I� III ,�I•— uue ' A uu rn e.l o ml e. �iwwl■���I I el■1��!�i��i��� 11 Q . . : . II . . . . . . . . .► _ �, (r;.11lin IaI� r � N' PROVIDE ANCHOR STRAP FROM TABLE BELOW AT EACH BEARING POINT FOR EACH WOOD TRUSS AND EACH GIRDER TRUSS ADEQUATE TO RESIST UPLIFT AS SPECIFIED BY THE WOOD TRUSS MANUFACTURER. "SIMPSON" TRUSS TIE DOWN (U.N.O.) MARK ANCHOR TYPE NAILS TO TRUSS re BOLTS ALLDWABLE UPLIFT LLB ARALLEL LOAD POVENO QA HETAL 12 (5) -10d X 1 -1/2" (5)-10d X 1 -1/2" - 095/ 4151 11002 B HETAL 16 10 -1Od X 1 -1 /Y (5)-10d X 1 -1 - 15350 4151 11002 \ICI C B] N�I�oil (15) -10d X 1 -1/2* (5 )-10d X 1 -1/2" ■wl�l�l�o'�I�II!o:�I�II� 1890+ VSJ 11002 0 MTS 12 (7) -10d STRUCTURAL ENGINEERS - 10002 321 15TH STREET, SUITE 200 NEST PALM BEACH, FLORIDA 33401 E HOT -2/ -3 (8)-104 - NOTE 6 105302 ('•) FAX (561) 05 - 5255 JOB I11 301.025 F (2) HD14A 4 1 ',' (4) 1- DIAM. NOTE 7 11080/ - - C LSSUH310 (14) -154 12)-10d x 1 1/2 - 11501 - - H NOT USED 1 U410 5 - 16 6 -10d - 10852 - - J HCUS 414 - IB -IOd - 50002 - - K LUS 210-2 - I X 0 -10d - 1s602 - - L MGT (22) -10d 39051 M III (7) -10d WELD TO LINTEL - - - O CVs AM. (12) 3" LONC SDS - - - - 0 UCH 110802 Y' �� � �'.NNI D:1.i�iN ■:I.�!.�dV� .4v�. i 1121 m l`����III ' , - BE POISON-- III FAI _ gmai —Mll NEED MEMO �II � III�:G O I CIA Its - -�i�� ■II V _ �I � -- Lrt�� .— -- - -- - -- �iE.. INN _. - - IIII � II,I ; I �• - I1 ; I� III ,�I•— uue ' A uu rn e.l o ml e. �iwwl■���I I el■1��!�i��i��� 11 Q . . : . II . . . . . . . . .► _ �, (r;.11lin IaI� r � N' PROVIDE ANCHOR STRAP FROM TABLE BELOW AT EACH BEARING POINT FOR EACH WOOD TRUSS AND EACH GIRDER TRUSS ADEQUATE TO RESIST UPLIFT AS SPECIFIED BY THE WOOD TRUSS MANUFACTURER. "SIMPSON" TRUSS TIE DOWN (U.N.O.) MARK ANCHOR TYPE NAILS TO TRUSS HNLS TO SAT BOLTS ALLDWABLE UPLIFT LLB ARALLEL LOAD POVENO QA HETAL 12 (5) -10d X 1 -1/2" (5)-10d X 1 -1/2" - 095/ 4151 11002 B HETAL 16 10 -1Od X 1 -1 /Y (5)-10d X 1 -1 - 15350 4151 11002 C T HETAL 20 (15) -10d X 1 -1/2* (5 )-10d X 1 -1/2" 1890+ VSJ 11002 0 MTS 12 (7) -10d STRUCTURAL ENGINEERS - 10002 321 15TH STREET, SUITE 200 NEST PALM BEACH, FLORIDA 33401 E HOT -2/ -3 (8)-104 - NOTE 6 105302 ('•) FAX (561) 05 - 5255 JOB I11 301.025 F (2) HD14A 4 1 ',' (4) 1- DIAM. NOTE 7 11080/ - - C LSSUH310 (14) -154 12)-10d x 1 1/2 - 11501 - - H NOT USED 1 U410 5 - 16 6 -10d - 10852 - - J HCUS 414 - IB -IOd - 50002 - - K LUS 210-2 - I X 0 -10d - 1s602 - - L MGT (22) -10d 39051 M (7) -10d WELD TO LINTEL - - - O CVs AM. (12) 3" LONC SDS - - - - 0 UCH 110802 P HTS20 L ('J - OBE PLY MEMDER ('•J - TWO PLY (HINJ ML -ER 7. TD. - THF61 -15OLT 3. UNO. - LKLE66 NOTED OTHEFBIA6E 4. UBE SMI-6CN EPDXY TIE UITH 44' 4 ANCHM 6- M01 EI-IEED. S. DRAG T14165E6 SHOW SHALL BE DEWNED FOR 360 PLF LATERAL LOAD ALONG TOP AND BOTTOM CHORDS BY TRUES SUPPLIER 6. USE 3/4• DIA)•L A301 7i4UEADED ROD UU B' EMBEDMENT AND TIE 'SET' EPDXY 1, USE I. Owit A30T THREADED ROD CETUEEN HDI4A AID AND WO Ca4G UV B' EMBED. AND TIE '5ET' EPDXY ROOF NO1E6. --- IL�R tT"b FOR REQUIRED DESIGN LOAD OF PRE - ENGINEERED F49CF TRUB6E6. 2. PHRTAH94T BRACING FOR THE 6TA5ILTTY OF THE TRL166 6TSTElU FOR GRAVITY AID LATERAL LOAD& SHALL BE Nm1C ON I'ZI SHOP DRAYM43B. FOR TEMPORARY TI1166 5RACMG REFER TO TPI (TRUER I"LATE INSTITUTE) WIB -51 Wl ufrr SHEET. 3. TRU66 MN4FAcTUIwR SHALL PROVIDE ALL TRUSS TO TRX16 0014 ECTICNS FOR UPLIFT AND GRAVITY LOADS. A. TFdl66 MANUFACTURER TO ADD 610 PLF. TOTAL LATERAL WIND LOAD TO TOP CHORD. 160 DOL (D16TR6SUTE Ea14LLY AMONG PLY6) 5. ROOF 6HEATHINC, TYPICIA 618' APA RATED lmnm EXIT I UATH Imd COM'ICN NdILB b' 6' OL. (FIFE EDL•E) 4012 DENOTE 4 EXIT. TO BE S2' APAf ATIED OWAT14W. .WITH RATED 4mnm PG EXIT. L AIL6 WITH I0d GE, PE NAILS • 6•, 6', 4. O (PECK, EDGE, TERJ 2X4 6P UNSUPPORTED ALL UN BLOCKING AT ALL UNIBUPPORTED PANEL EDGER UATH SIM"ON LbTAO STRAPS ALONG UNDERBIDS 6, USE THE MOST RESTRICTIVE NAILING PATTER4 BETUEEN THE UPLIFT SCHECx4.E AND THE DIAPHRAM SCHEDULE_ Z 0 6D = 0 D � 0 0 y D a o a > N0 0 o� 0 o C ♦.�. tx�m:�i ISw' w AI.A n a ISSUED FOR, r1Bx+fr wt W L N. DRAWN BY: M CHECKED BY: O SCALE: O'DONNELL, NACCARATO AND MIGNOGNA w• "r -r STRUCTURAL ENGINEERS 321 15TH STREET, SUITE 200 NEST PALM BEACH, FLORIDA 33401 S2.2 (561) 835 - 9994 FAX (561) 05 - 5255 JOB I11 301.025 SEE PLAN A T.O. SLAB —� CONCRETE SLAB 14 O 12•o .c. (SEE PLAN) TEMP TOP BARS 1' CLR 9'x24' BENT J4 BAR O 24. O.C. THICKNESS REINF. W/ 5- EPDXY EMBED, TYP. �_I_' CLR. I i COLUMN BEAM TYPICAL I EE PLAN) SAWCUT EXISTII \ O DISCONTINUED ENDS N /5 x6•o.c. x10' -D' LONG SCALE. 9" I' -0" :E�PL�AN_� TYR E0. SEE PUN ----- - I I I _ _ GRADE BE (SEE PUN) D.O. GRADE BEAM REINF. INTO SLAB .7 6 REMOVE EXISTING (TYP.) PLATE WITH (2) %'X5" SLAB AT NEW 10' SLAB I I REGIONS I II P Y e' E0. s3w N P INTO EN I I I EXISTING GRADE BEAM / EXISTING CONC. PILE SEE PLAN A T.O. SLAB —� CONCRETE SLAB 14 O 12•o .c. (SEE PLAN) TEMP TOP BARS 1' CLR li I�1L THICKNESS REINF. 1 (3) 2xB R 5P WOOD �_I_' CLR. I /4 O 12'O.c. BEAM TYPICAL I E.W. GOTi. SAWCUT EXISTII \ O DISCONTINUED ENDS N PRIOR TO NEW SCALE. 9" I' -0" R TYR E0. SEE PUN Y EXISTING GRAD EXISTING CONIC 6 E µr4 E EAM SECTION 0 INTERIOR LUALL o� B• CMU WALL =, 3• COVER TO ( PILE REINF. SEE PLAN) SEE PUN A EVE T.O. SLAB v 3• COVER TO SEE PLAN FOR SLAB PILE REINF. r THICKNESS do REINF. ` —, 2' �— 2 BARS MIN. HOOKED BOTTOM BAR CO TINUOUS OR INTO COLUMN CORE CLASS A SP IC( THIS AREA err tC FACT a FACE `T COLUMN STRIP i SEE PLAN I CONSULT SOILS PE. B.O. PILE j PILE 8 GRADE BEAM S' CMU WALL (SEE PLAN) T5 4X4XI/4. O01.1."t FIELD VERIFY LENGTH LINE OF CONC. BEAM -- - - - - -- - --ABOVE S -COL. T. B I I P.T. 2X WOOD BUCKS �I PLAN TO STEEL COLU M PLAN WITH '12 SELF TAPPING SCREWS OR J45 DIA P.A.F. 5' or 4C. SLAB, TYP. REFER TO ARCHITECTURAL DETAIL FOR CGMPLETE DOOR JAMB DETAIL AND FASTENING OF DOOR FRAME TO BUCK KbX{}' EMBED BASE _ATE WITH (2) %'X3' DING ANCHORS 1 4X4X l,' COLLRR4 O SEE PLAN FOR SLAB li I�1L THICKNESS REINF. 1 (3) 2xB R 5P WOOD SLAB BOTT. REINF. HOOKED I BEAM TYPICAL I I I COLUMN SC -1 DETAIL \ O DISCONTINUED ENDS N w' SCALE. 9" I' -0" R I ICOL GRADE BEAM SEE PUN Y I I I _ _ GRADE BE (SEE PUN) D.O. GRADE BEAM REINF. INTO SLAB I (TYP.) PLATE WITH (2) %'X5" I r I I AUGER -CAST PILES I II P Y e' I' !• s3w N P INTO EN I I I I I L —___ —_ R(SEE EINF. SLAB 1-11,115 OF CMU WALL BELOW (12) 505 ,' X 2' EACH CONSULT SOILS PE. x► S.O. PILE j PILE B GRADE BEAM Og TYPIC;AL INTERIOR WALL SECTION Ln = CLEAR SPAN L'n — CLEAR SPAN 0.30 Ln 0.30 Ln 0.30 L'n CLR 2' �— 2 BARS MIN. HOOKED BOTTOM BAR CO TINUOUS OR INTO COLUMN CORE CLASS A SP IC( THIS AREA err tC FACT a FACE `T COLUMN STRIP i SEE PLAN I CONSULT SOILS PE. B.O. PILE j PILE 8 GRADE BEAM S' CMU WALL (SEE PLAN) T5 4X4XI/4. O01.1."t FIELD VERIFY LENGTH LINE OF CONC. BEAM -- - - - - -- - --ABOVE S -COL. T. B I I P.T. 2X WOOD BUCKS �I PLAN TO STEEL COLU M PLAN WITH '12 SELF TAPPING SCREWS OR J45 DIA P.A.F. 5' or 4C. SLAB, TYP. REFER TO ARCHITECTURAL DETAIL FOR CGMPLETE DOOR JAMB DETAIL AND FASTENING OF DOOR FRAME TO BUCK KbX{}' EMBED BASE _ATE WITH (2) %'X3' DING ANCHORS 1 4X4X l,' COLLRR4 O SEE PLAN FOR SLAB li I�1L THICKNESS REINF. 1 (3) 2xB R 5P WOOD 13 I BEAM TYPICAL I I I COLUMN SC -1 DETAIL \ SLAB BOTT. REINF. HOOKED I I O DISCONTINUED ENDS SCALE. 9" I' -0" R I ICOL GRADE BEAM I (SEE PLAN) I I I AUGER -CAST PILES I (SEE PUN) EXTEND BASE PLATE BEYOND REINF. INTO SLAB I 6XbX1y' EMBED BASE (TYP.) PLATE WITH (2) %'X5" I r I OTYPICAL EXTERIOR WALL SECTION 5 COLUMN 5C -1 BASE DETAIL SCALE 9)4 •I -0' MIDDLE STRIP OTYPIGAL SLAB BAR PLACEMENT DIAGRAM SCALE, H.TD. NOTE, TRANSVERSE BARS ARE NOT 61-10114 FOR CLARITY .• 6TLEL- PLATE. TTP. S 's o• 5 I e• ri•� e. 1 (3) 2xB R 5P WOOD I I BEAM TYPICAL I I I 4 2 -(15 TOP k BOT- I I M81 •I R I ICOL 0 0 o \_(]) ROW 0 CIE • O' 0G STAARED. VT ♦ L.O.T. DY REDFB =AD x 44' EoOED, TYP. I o° o° S ° O ° O o ° ° r 3• = I N CAP TYP. L 2• TYP. BASE PLATE BEYOND i I r I I S I II P Y e' I' !• s3w N I I I I I I L —___ —_ MITER BENT ENDS 1-11,115 OF CMU WALL BELOW (12) 505 ,' X 2' EACH r FACE (WIDE) (6) SDS I U4" X 2- EACH FACE (3•) v I I T5 4X4X1V" COLUI -K I FIELD VERIFY LENGTH I I I I I I I I I I COLUMN SC -2 CAP DETAIL 1 SCALE: 3' • I' -0' I I I I I I I I I I I bXbXly' EMBED BASE I I PLATE WITH (2) %'X5' I LONG H15. COLUMN SC -2 BASE DETAIL 2 SCALE: 3" • V -0" r.3• r e• ri•� e. 1' S 2 -(15 TOP k BOT- (D) eoe •I 0 0 o \_(]) ROW 0 CIE • O' 0G STAARED. VT ♦ L.O.T. DY REDFB =AD x 44' EoOED, TYP. Tln 61DE 00 o° o° S ° O ° O o ° ° r 3• = L 2• TYP. ° 0 ° 0 0 0 < P Y e' I' !• s3w N e' -0' MAX. r-r 0 CONTRACTOR TO FIELD VERIFY ALL DTl1•DION6 WTN IX18T CpIDR1 O O 7-4Ft D O O G 0(]) ROAD . !' OL 6T4CG4RED. I/1• . LD1. BY REDHEAD x 441 O ° O ° EMBED. °O ° ° O p D O O ° O O cx t ( °BGREYD O iCOLUMN SC -I BASE DETAIL 11715. 2 -/5 TOP h BOT BARS CUT BY OPENING TO BE HOOKED (TYP.) REINFORCING EQUIVALENT IN AREA TO THAT CUT AND PUCE HALF OF IT ON EACH SIDE OF OPENING WALL 1 -d5 TOP & SOT. _DIRECTION OF SPAN 5' -0' LONG. MIN._ / CORNER BARS (TYP.) Oa!-II{AY ALAS TYPICAL REINFORCING AT OPENING DETAIL SCALE, IW -1' -01 O'DONNELL, NACCARATO AND MIGNOGNA STRUCTURAL ENGINEERS 32 15TH STREET, SUITE 200 WEST PALM BEACH, FLORIDA 33401 (561) 835 - 9994 FAX (561) 835 - 6255 JOB # 301.025 REVISIONS: 76 MARCH, 03 QT APRIL 03 O mLL a V7 V m�Q J LL n N Q LU W W �� avm = 0 5(so cc u; s �° N • W O fr LU 2z Q M U W n¢ m 0 v_ y � o IL 09411 0 U C 5 M V CC p N t o W M 0a 0 o y c C• 4 C 0 G c C y Z v c! R Ln Q i n a co to IssMED FOR: DRAWN BY: M ® CHECKED BY: SCALE: S3.1 -I S BCTION X TRUSS ; TWIST STRAP, ;H SIDE OF TRUSS i4 (MIN) STUD TO TE TIE. METAL STUD O 24' D.C. WING WALL 14 (MIN) STUD TO PLATE TIE. W/ 1/4'x3'.3' PLATE WASHER k 1/2' OIA. LDTx4 1/2' CONC. EMBED NEW CONC. SLAB, SEE PLAN FOR THICKNESS 6 REINF. III_ _I �--- ______- 8 SECTION II y i a SECTION f5 VERT. BAR 32' ,,SENTBAR 32' O.C. R' CMU WALL g (SEE PLAN) O.C. W/ 5' EPDXY fS BENT BAR t (SEE PLAN) 8 EMBED, TYP. 32' O.C. THICKNESS t REINF. f5 VERT. BAR S E PLAN E SLAS T. . 1 1/2' RECESS Q, f5 BENT BAR O 24' 32' O.C. TOP BARS O.C. W/ 5 PO EMBED. GALV. CORRUCAIE 8, 8' CMU (SEE PLAN) NEW 12' WIDE GRADE PUN FOR f4K4B' LONG 1 1/2' RECESS NEW CONIC. SUB, SEE PLAN FOR BEAM CAP W /(4) j5 k f3 TIES O 6' D.C. 7HEICKNE55 !I REINF�E 012 O.C. OVER EPDXY EMBED. TYP. THICKNESS @ REINF. BEAM — Zlyl SA T.O. SLAB SLAB L' - -- _- 1 - t f4 O 6' O.C. f4 O 6' or - BOTT. E.W. • 4' EPDXY EMBED GAL V. CORRUGATED 6 • ALONG DSL WALL METAL DECK GALV. CORRUGATED PIN PILES. REMOVE EXISTNO SLAB METAL DECK TYPICAL OF 51 NEW 12' WADE PRIOR TO NEW POUR, 1. NEW ORADE BEAM REFER TO FOUNDATION GRADE REAM CAP W /(4) f5 h f3 5' EPDXY EMBED, (GB1) PUN. TIES 0 6' O.C. EXISTING CONIC. GRADE BEAM TYP. 5' EPDXY EMBED. EXISTING CONC GRADE BEAM TYP. EXISTING CDNC. PILE -I S BCTION X TRUSS ; TWIST STRAP, ;H SIDE OF TRUSS i4 (MIN) STUD TO TE TIE. METAL STUD O 24' D.C. WING WALL 14 (MIN) STUD TO PLATE TIE. W/ 1/4'x3'.3' PLATE WASHER k 1/2' OIA. LDTx4 1/2' CONC. EMBED NEW CONC. SLAB, SEE PLAN FOR THICKNESS 6 REINF. III_ _I �--- ______- 8 SECTION II y i a SECTION EXISTING CONIC. PILE DQjE{(L�" LAYOU 70P REBAR @CMU VERTICALS TO T AVOID CONNCTS. r� 5E CT ION B' CMU WALL (SEE PLAN) z� �w SEE PLAN FOR SLAB F-3' COVER TO THICKNESS & REINF. PILE REINF. SEE PLAN A T.O. SLAB B �- h / \ SLAB BOTT REINF, HOOKED O DISCONTINUED ENDS SEE PUN B.O. GRADE BEAM GRADE SAM (SEE PLAN) (3) 1/2- E.B. W MIN. Y 2' EMBED k 2' EXPOSED 4• 2. AUGER _ES PN_ES (SEE PUN) EXTEND REINF. (TYP.) IN70 SLAB CONSULT SOILS PE. R.O. PILE fE PILE b. GRADE BEAM OEXTERIOR WALL SECTION SCALE, 3/4'.1 •0' 8O)TT..S 6 i f3 STIRRUPS PS O 6' O.C. 8' CMU WALL, SEE PLAN (NON - BEARING) •2' BARS TOP k BOTT. (SEE PLAN) NEW GRADE BEAM REFER TO FOUNDATION PLAN, SAWCUT EXISTING SUB J PRIOR TO NEW POUR, TYP. i SECTION NEW CONC. SUB, SEE PLAN FOR THICKNESS k REINF. 9'x24' BENT f4 BAR O 24' O.C. W/ 5' EPDXY EMBED SEJ. E PLAN EXISTING GONG. SLAB EXISTING CONC. GRADE BEAM EXISTING CONC. PILE WALL REINF S' CMU WALL (SEE PLAN) TOP BARS (SEE PLAN) NEW CONC SLAB, SEE qPLAN FOR O THICKNESS k REINF. 1 1/2' RECESS- WALL REINF. ,,SENTBAR 32' O.C. R' CMU WALL g (SEE PLAN) GRADE BEAM CAP TOP BARS t (SEE PLAN) 8 NEW GONG SLAB, SEE PUN FOR THICKNESS t REINF. f5 VERT. BAR S E PLAN E SLAS T. . 1 1/2' RECESS Q, f5 BENT BAR -- --- - - - - -- 32' O.C. NEW 12' WIDE GRADE BEAM CAP GALV. CORRUCAIE k f3 NETAL DECK TIES 6 PESO 6' O.C. REMOVE EXISTING SUB PRIOR TO NEW POUR, TYP. i5 VERT. BAR EXISTING GONG. SUB 32' D.C. W/ 5' EPDXY EMBED. TYP. EXISTING CONIC GRADE BEAM EXISTING CONIC. PILE DQjE{(L�" LAYOU 70P REBAR @CMU VERTICALS TO T AVOID CONNCTS. r� 5E CT ION B' CMU WALL (SEE PLAN) z� �w SEE PLAN FOR SLAB F-3' COVER TO THICKNESS & REINF. PILE REINF. SEE PLAN A T.O. SLAB B �- h / \ SLAB BOTT REINF, HOOKED O DISCONTINUED ENDS SEE PUN B.O. GRADE BEAM GRADE SAM (SEE PLAN) (3) 1/2- E.B. W MIN. Y 2' EMBED k 2' EXPOSED 4• 2. AUGER _ES PN_ES (SEE PUN) EXTEND REINF. (TYP.) IN70 SLAB CONSULT SOILS PE. R.O. PILE fE PILE b. GRADE BEAM OEXTERIOR WALL SECTION SCALE, 3/4'.1 •0' 8O)TT..S 6 i f3 STIRRUPS PS O 6' O.C. 8' CMU WALL, SEE PLAN (NON - BEARING) •2' BARS TOP k BOTT. (SEE PLAN) NEW GRADE BEAM REFER TO FOUNDATION PLAN, SAWCUT EXISTING SUB J PRIOR TO NEW POUR, TYP. i SECTION NEW CONC. SUB, SEE PLAN FOR THICKNESS k REINF. 9'x24' BENT f4 BAR O 24' O.C. W/ 5' EPDXY EMBED SEJ. E PLAN EXISTING GONG. SLAB EXISTING CONC. GRADE BEAM EXISTING CONC. PILE WALL REINF S' CMU WALL (SEE PLAN) TOP BARS (SEE PLAN) NEW CONC SLAB, SEE qPLAN FOR O THICKNESS k REINF. 1 1/2' RECESS- - -- -- - - - - -- ,,SENTBAR 32' O.C. LL NEW 20' WIDE GRADE BEAM CAP GALV. CORRUGATE W /(4) /5 k /S METAL DECK TIES O 6' O.C. O SLA REMOVE B PRIOR TO NEW POUR, TYP. NEW f5 VERT. BAR EMSTNG CONC. SLAB 32' O.C. W/ 5' EPDXY EMBED, EXISTING CONC. GRADE BEAM TYP. EXISTING CONIC. PILE VULS' TOP REBAR k CMU VERTICALS Y TO AVOID CONFlJC7S. 2 SECTION SP114 (MIN) STUD TO PUTS IE T W/ 1/4'.3'x3' PLATE WASHER k 1/2' DIA. LDT.4 1/2' CONC. EMBED f5 BENT BAR x 24' LONG O 24' O.C. W/ 5' EPDXY EMBED, NEW GONG. SLAB, SEE PLAN FOR THICKNESS k REINF. =4 10 .. SEE PLAN �gfib SLAB _ _ _ _ _ _ _ - - - - - _ _ - - ti ----------- - CALV. CORRUGATED METAL DECK NEW 12' WIDE GRADE REMOVE EXISRNG SLAB BEAM CAP W /(4) 05 PRIOR TO NEW POUR, TYP. k f3 TIES O 6' D.C. EXISTING CONIC. GRADE BEAM 5' EPDXY EMBED, TYP. EXISTING CON- PILE O'DONNELL, NACCARATO AND MIGNOGNA STRUCTURAL ENGINEERS 321 15TH STREET, SUITE 2GO �\ �• /'` WEST PALM BEACH, FLORIDA 33401 B75 - 9994 \`� /�eGALE�, 5/4•.1'•0" FAX (5 (561) 835 - 6255 JOB # 301.025 w ctl m co _m V co t co REVISIONS: 26 MARCH, 03 Q l AF"L 05 I o: m �- Ul N m Q �n a ^ w Lf.l I.1. � a g n U) W r V 1p 5 � v u, C) g " 0 � UQg r' LU Q W �Z 0� n¢ O � m U Q LL irlEgg o uj 0 i 0 0 A e C 0 0 ,w t �Fl W s a C Q 0 N > 0 y c /y� L CC O o o� 0 E C 0 a !�' o x Tilt YAI!4 Ala n.eo+ ISSUED FOR: 1.OP4I DRANK BY: b CHECKED BY: SCALE: S4.1 STRUCTURAL NOTES CONTRACTOR NOTE: CONCRETE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND 1. CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION L2t WITH THE WORK. ODONNELL. NACCARATO k MIGNOGNA, INC. IS NOT A. FOUNDATIONS 3000 PSI RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR B. BEAMS 3000 PSI RELATED SAFETY PRECAUTIONS AND PROGRAMS. C. STRUCTURAL SLABS 3000 PSI CODES AND STANDARDS ALL OTHER CONCRETE TO BE 3000 PSI UNLESS NOTED OTHERWISE. 1. WIND LOADS AS PER: 7 ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE +]1.11 STRENGTH OF: A. FLORIDA BUILDING CODE 2001 EDITION, FOR A 140 MPH WIND SPEED, EXPOSURE B AND 1.00 IMPORTANCE FACTOR A 3000 PS O 28 DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: CUBIC YARD. 1 1/2' CL S. SLUMPS SHALL BE 4 MINIMUM AND fi MAXIMUM. A. FLORIDA BUILDING CODE 2001 EDITION. 1 I C. CONCRETE SHALL HAVE 3 PERCENT AIR ENTRAINMENT. B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE J' STIRRUPS (ACI 318/ 1995 EDITION). D. ALL CONCRETE TO HAVE MAXIMUM WATER /CEMENT RATIO OF 0.40. G MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED E. JWSTE WATER SHALL NOT BE ADDED. CONCRETE STRUCTURES (ACI 315/ 1994 EDITION). 3. D. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS k CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. INS. 07.4/ 1992 EDITION. E. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS, 4, ACI 301/1996 EDITION. 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: 5, A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION 6, REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT, 8, REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS 7 FOR ADDITIONAL OPENINGS, DEPRESSIONS. FINISHES, INSERTS. BOLTS SETTINGS, DRAINS, REGLETS, ETC. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE 9. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 4. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEYMERE UNLESS OTHERWISE SHOWN. DEMOLITION 1. CONTRACTOR TO: A. OBTAIN DEMOLITION PERMIT BEFORE PROCEEDING WITH THE WORK. CONTACT LOCAL BUILDING AUTHORITIES TO BECOME FAMILIAR WITH LOCAL LAWS AND REGULATIONS GOVERNING THIS WORK. FOUNDATION 9. 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE: A RECOMMENDATIONS ON SOILS AND FOUNDATIONS INVESTIGATION MA PREPARED BY AN APPROVED TESTING LABORATORY PRIOR TO FOUNDATION WORK. 1. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT A APPROVED IN S REPORT. ALL TO BA DFI SHALL BE INDICATED IN THE 501E REP PRIOR TO BACKFlLLING. WRITING BY THE SOILS ENGINEER 2, 3. EXCAVATION k BACKFKL• A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND 3 DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 4. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERUNE OF 4 COLUMNS UNLESS OTHERWSE NOTED ON DRAWINGS. 5. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COOR04NATED WTH THE 5 ARCHITECTURAL DRAWNGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. S. 6. INSTALLATION OF PILES TO BE SUPERVISED AND CERTIFIED BY A REGISTERED SOILS ENGINEER, 7. CAST IN PLACE CONCRETE PILES (AUGER PARES). A PILES SHALL HAVE A MINIMUM OF 18" DIAMETER AND SHALL PROVIDE A MINIMUM SAFE BEARING CAPACITY OF 35 TONS. B. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND 1. NTH A HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP ELEVATION INDICATED BELOW. PUMP 5,000 PSI CONCRETE DOWN THE AUGER STEM AND OUT THE TIP INTO THE CAVITY FORMED, AS THE AUGER IS SLOWLY WITHDRAYM. THE AUGER SHALL NOT BE PERMITTED TO 2. ROTATE DURING WITHDRAWAL AND SHALL BE WITHDRAWN IN A STEADY CONTINUOUS MOTION. CONCRETING PUMPING PRESSURE SHALL BE MEASURED AND SHALL BE MAINTAINED HIGH ENOUGH AT ALL TIMES TO OFFSET HYDROSTATIC AND LATERAL EARTH PRESSURES. CONCRETE 3 VOLUMES SHALL BE MEASURED TO INSURE THAT THE VOLUME OF CONCRETE PLACED IN EACH PILE IS EQUAL TO OR GREATER THAT THE CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETING PRESSURE OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. AUGER PILES SHALL NOT BE INSTALLED WITHIN SIX PILES DIAMETERS CENTER TO CENTER OF A PILE 4. FILLED NTH CONCRETE LESS THAT 24 HOURS OLD. IF THE CONCRETE LEVEL OF A PILE DROPS, THE PILE SHALL BE REJECTED AND REPLACED, C. ALL PILE REINFORCEMENT SHALL HAVE A CONCRETE COVER OF NOT 5. LESS THAN 2 -1/2 INCHES. D. STEEL REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWNGS. KEEP RECORDS OF EACH INDIVIDUAL PILE INDICATING PILE DEPTH AND QUANTITY OF GROUT OR CONCRETE PUMPED. ALSO INDICATE DEVIATION FROM SPECIFIED LOCATION. E. RECOMMENDED PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. F. CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION WORK COMPLIES WITH THE DESIGN REQUIREMENTS 6. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 310/ 1995 EDITION), THE ACI DETAILING MANUAL AND (ACT CONCRETE FOR4BUILDINGS (ACI 01/ 1996 EDITION). STRUCTURAL SUBMIT ALL REINFORCING STEEL SHOP DRAWNGS FOR APPROVAL PRIOR TO ANY FABRICATION. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE 1995 ACI SPECIFICATIONS. REQUIREMENTS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 50. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WWF A MINIMUM OF B INCHES (UNLESS OTHERWISE NOTED). REINFORCING BARS: A AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 5' -0- BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE B. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. C. FOR BALCONIES, SLABS AND WALKWAYS EXPOSED TO WEATHER ALL REINFORCING STEEL (TOP AND BOTTOM) AS WELL AS ALL METAL BOLSTERS, CHAIRS, SPACERS AND OTHER DEVICES FOR SPACING, SUPPORTING AND FASTENING REINFORCING SHALL BE EPDXY COATED CONFORMING TO ASTM A775. INCREASE SPLICE AND DEVELOPMENT LENGTHS OF EPDXY COATED BARS BY 40& THE C OF 3000 LOS. OF D. CONTRACTOR SHALL INCLUDE IN HIS BASE BID COST ADDITIONAL REINFORCING STEEL INCLUDING FABRICATION, BENDING, FURNISHING AND PLACING. THIS EXTRA STOCK SHALL BE FURNISHED AND USED FOR SPECIAL CONDITIONS AS DIRECTED BY THE ARCHITECT, THE ARCHITECT'S THE AGENT OR BY THE OWNER'S CONSTRUCTION SUPERVISOR. THE PRICE OF THE UNUSED EXTRA STOCK SMALL BE CREDITED TO THE OWNER'S ACCOUNT. FOR GRADE BEAMS LAP ALL TOP STEEL AT MID -SPAN AND LAP BOTTOM STEEL OVER SUPPORT. SONRY MASONRY UNITS SHALL BE ASTM C 90 GRADE N ABOVE GRADE NTH MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI ON NET AREA OF INDIVIDUAL UNITS, ALL CMU SHALL BE WD IN A FULL BED OF MORTAR IN RUNNING BOND.( U.N.O.) ALL MORTAR SHALL BE TYPE S (OR TYPE M) IN ACCORDANCE WITH ASTM SPECIFICATON C270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI AT 28 DAYS, (2,500 WITH TYPE M) GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECIFICATION C476, HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE INSPECTED BY A QUALIFIED ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENT FOR MASONRY STRUCTURES' (ACI BW /ASCE 5 /ASTM 402) AND *SPECIFICATIONS FOR MASONRY STRUCTURES' (ACI 530.1 /ASCE 6 /ASTM 602)/ 1995 EDITIONS. PROVIDE HOT DIPPED GALVANIZED TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT (MIN. 9 GA.) AT 16' ON CENTER VERTICAL IN ALL MASONRY WALLS PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. PROVIDE ALIGN NTH JOINTS IN CONTROLYJOINTS.(TYPCAL FOR NORTH OF PALM D.C. AND BEACH COUNTY) EPDXY GROUT SHALL BE NON- SHRINK, HIGH CREEP RESISTANT, AND SMALL HAVE THE FOLLOWING MINIMUM ALLOWABLE PROPERTIES: TENSILE STRENGTH. ASTLH C 30: 1,500 PSI FLEXURAL STRENGTH, ASTM C 580: 4,000 PSI COMPRESSIVE STRENGTH. ASTM C 579: 1.800 PSI/7 DAYS. woOD ALL STRUCTURAL WOW MEMBERS ARE DESIGNED AS 'DRY -USE'. MOISTURE CONTENT MUST BE 19X OR LESS. STORE WOW FRAMING ABOVE GROUND AND UNDER TARPS NTH PROPER AIR CIRCULATION. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES (2 GRADE OR APPROVED EQUAL ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NOS) (LATEST EDITION). HEADERS AT NON BEARING CONDITIONS SHALL BE AS FOLLOWS OPENING SIZE HEADER UP TO 4' -0' (2) 2- X 6- 4' -0'7O B' -0' (2)2'X B• 6'- 0" To 9'- 0' 2 2' X 10' PROVIDE SP CCA PRESSURE TREATED LUMBER IN ACCORDANCE WTH AVPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER 15 IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. PLYWOOD SHEATHING: A RDOF: the 5/8' 40/20 RATED, EXP. 1, PLYWOOD SHEATHING. B. SEE FRAMING PLANS FOR NAILING AND /OR BLOCKING REQUIREMENTS USE 81- 0' LONG X 4' -0" WIDE SHEETS WITH LENGTH ACROSS FRAMING, STAGGER PANEL END JOINTS 4' -0' TYP., ALLOW 1 /8' SPACE ALONG PANEL EDGES AND END JOINTS. C. SEE FRAMING PLANS FOR DIAPHRAGM NAILING TYPE, SIZE, SPACING AND LOCATIONS. WOW CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE. U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL TOE NAILING WILL NOT BE PERMITTED. }'2 u Y d TOP CONT 0.25 Ll'l CLASS '8' 0.25 Ll'r SPLICE AT ' 0.25 L24 .C• 0.25E L2t L�2i MIDSPAN B. U4 'D" BAR 4 }- I I ROOF TRUM TOP (HOED - ROOFNE INT 1 ' I TNT +31.8 +]1.11 SUGTO N (PSIy WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (1991 EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS A ROOF TRUSS BOTTOM CHORD 10 BOTT 1 1/2' CL I BOTT 1 1/2' CL 1 I 3' STIRRUPS 3' J' STIRRUPS 3' C. A MINIMUM V SEE SCHEDULE 5• 6• SEE SCHEDULE 5• C�LO L7 (END SPAN) 1COL1 L2 (INTERIOR SPAN) 'C' BAR : TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT BARS) PLACE IN SAME LAYER AS TOP CONT BARS (U.O.N.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE. •D' BAR : TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP CONT BARS) PLACE IN SAME LAYER AS TOP CONT BARS (U.O.N.). INTERMEDIATE BARS LOCATED AT A SPACING EQUAL TO THE WIDTH OF THE BEAM BUT NOT GREATER THAN 12' ABOVE BOTT BARS IF MORE THAN ONE PAIR, PLACE IN LAYERS OF TWO. 04 22' 07 48' p5 29" #a 63' /6 35' #9 BO' WHICHEVER IS GREATER. WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT BARS OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT MIDSPAN OF THE BEAM WITH SMALLER SCHEDULED BARS. USE LAP SPLICE LENGTH OF SMALLER SIZE BAR. ( 2L ) - INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER (IF TOP BAR) OR DIRECTLY OVER BAR IN THE FIRST LAYER (IF BUTT BAR). PROVIDE 1' CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER IS THE GREATER DISTANCE. SCHEDULED BEAM SIZES 'B' INDICATES BEAM WIDTH DIMENSION . WHEN BEAM IS OVER A BLOCK WAIL, USE ACTUAL BLOCK WIDTH ( 7 5 /B' Or 11 5 /B' ). H" INDICATES BEAM DEPTH DIMENSION. LESS 1 1/2' FOR RECESS FOR BLOCK WALL DEDUCTED WHERE APPLICABLE. OR MINIMUM DEPTH IN A VARIABLE DEPTH BEAM. COORDINATE BEAM CONFIGURATION WITH ARCHITECTURAL DRAWINGS. TYPICAL BEAM BAR PLACEMENT DIAGRAM N.T.S. DESIGN PARAMETERS AND ASSUMPTIONS (m- a IPIE II CODE EDITION Ilm 2M1, " AEIDO[D 01 P11t EIX T 7 -93 (CQa taxm . NOCATE BUILDING DESIGNED AS 0 PARTIAILYEN6a5F0 a EIIGaSEa 0- 0TEswG("M4 Ti) BUILDING HEIGHT 0 5 60 ft. (MAY USE LOW M E R1DWSaNS OF set 11105.2) ❑> 60 It (MUST USE ASCE 7) MEAN RDOF HEIGHT (FDR LOW RsE nDa wTx sLOPED BGaRS) 20' IMPORTANCE FACTOR (DETEUnaD er aIlORNC I a/ammulcv 1.pp - Ta - I- MOT. M ASfE TAIL£ 11-2 BASIC WIND VELOCITY PRESSURE: VENEr ARMmnATE Pa90VE/NGGTK PAE3MRY MpEt . RAIL 11ml A1Yllm Ta MAN NWm - RE9S1Na SYSTEM. GR Bu110Na ENYIICPE -O ER. AND OADDN4 A9 APR1CAn P. FBC 1- N110 SP¢D 140 ( }4c aus0 RA9t Vk1001Y PRES9IR 2228.6 w ASIDE 7-b MST) RA9C 1ELGCItt PNSSNF PSi NOTC ACTUAL OFEIGN FMSLRFS RN ALL ExiDaD1 NIIDDWt OtDIN GARAGE 05.05.5. AVID 9.aAR ENV4CPE ERE .. MUSE RE NGGA ED W CoNf1RUCODI PLANS ROOF DEAD LOAD (ACTUAL DEAD LGAD D' MATERIAL &ANG - WIERMIN. aPl1R REACIIONE) P 10 PSF SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALLS REQUIREMENTS M YES ❑ NO N xq 11GCATE IeASaNS) : GLAZING IMPACT PROTECTION SPECIFIED BYES (w11r ff NncATE6 a rBexr OODAarNn r5. Au law ME_ " L CCYYEADAL eD9MmS. ALTUIAMNS, AND PIIgVAIIWSI Y. LATERAL OR AS REM SNFAIWHC DUG IN- u COMPRESr NEB SIDPING Oq VpRT BAO BRACNO CONT LATER& BRIg NMLI]) 10 GPP09TE CEaND 5.F N TD PAT VE LATERAL pM E Q RITER� Y VALS. REPEAT O (raTRlI55E5 BDiH ENDS WOOD TRUSS BRACING DETAIL DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER 50. FT.) COMPONENT ROOF WIND LOADS g ROOF AREA WAIL. AREA 1 1 2 r 3 4 5 ROOF TRUM TOP (HOED - ROOFNE 25 1 x18.1 +31.8 +]1.11 SUGTO N (PSIy WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (1991 EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS A ROOF TRUSS BOTTOM CHORD 10 LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LITERAL BRACING SMALL BE RESTRAINED BY DIAGONAL BRACING 1 1 I (MIN. 2' THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUQUSP Ir C. A MINIMUM V VERTICAL W 1 CONCRETE SUB - - - -J - -' BRACING SPACED AT 8' -0' ON CENTER WITH A CEIUNG ATTACHED TO MISS. #73L TOTAL DEAD LOAD 35 TOTAL LIVE LOAD 20 TOTAL LOAD NOTE: NET WIND UPLIFT 10 P.! (MWFRS) WIND LOAD SCHEDULE ROOF WIND LOADS WALL( D LOADS ROOF AREA WAIL. AREA 1 1 2 r 3 4 5 PRESSURE (PSF) 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE NTH 1 x18.1 +31.8 +]1.11 SUGTO N (PSIy WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (1991 EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS A A. THE THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL CoMPLT .1N ]MW -I. 12 -94 BY EITHER DENG DESIGNED FOR IMPACT RESISTANCE OR BEMG PROTECTED BY IMPACT PROTECTIVE SYSTEMS 2 CORNER DISTANCE, A - 3 FEET ,,E4�� 3 CAC - .A OF IN TT WOOD TRUSSES 1 1. Woad ® I I I 5 A ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA SEALED T T E CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL TRUSS FABRICATOR TO PROVIDE ALL TRUSS -TO -TRUSS - - HANGERS AS REWIRED TO RESIST GRAVITY AND UPUFT REACTION. - -Gil -r 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE NTH THE "TRUSS PLATE INSTITUTE' HANDUNG, INSTALLING AND BRACING OF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (1991 EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS A A. THE THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LITERAL BRACING SMALL BE RESTRAINED BY DIAGONAL BRACING 1 1 I (MIN. 2' THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUQUSP Ir C. A MINIMUM V VERTICAL W 1 3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL - - - -J - -' BRACING SPACED AT 8' -0' ON CENTER WITH A CEIUNG ATTACHED TO 0 I'OJO O •O� 1 GROUT- FILLED CELLS - 3000 PSI (TYPICAL) 4 1/2' x 4 1/2' CUT MASONRY INSPECTION k CLEAN -OUT HOLE DOWELS TO MATCH VERT TRUSSES, BRACING SHALL BE MINIMUM 2X4 36* L ON CENTER HALED TO TYPICAL MASONRY FILLED CELL DETAIL THE TOP a THE BOTTOM CHORD DIAGONALS PLACED AT 45 DECREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS BO FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED MA1am AT 20 FOOT INTERVALS. 4. TOP CHORD BRACING: A. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REWIRED. E11a.DF PE6A5. L' rl 5. TRUSSES SHALL BE MANUFACTURED @ DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION(r) FOR WOOD CONSTRUCTION, AF k PA. AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOW TRUSS CONSTRUCTION, ANSI/TPI 1 -1995, AND THE LOCAL CODE JURISDICTIONS. B. DO NOT OVERLOAD FLOOR OR ROOF TRUSSES WITH BLDG MAILS. PLAN VIEW 7 CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SIPPUER AND SHALL MEET OR EXCEED ASTM A653/AB53M REQUIREMENTS .--\ if MAEaIRE FOR STRUCTURAL STEEL gontim nE n SLIT .M 11' L L PN,MG Da . aDlDaa xm MIDIEa mu.N PLAN VIEW PLAN VIEW IRAmar IAn BITING wMRI) (WAWT TAD rsDR mIA11D TYPICAL MASONRY DETAILS BEAM SCHEDULE MARK SZE BXH REINFORCING STIRRUPS (0,, h..) BUTT TOP MID TIES SPACING AB -1 Bx12 (MIN.) 2 /5 2 05 - 03 5' a/c B -1 8x12 2 #512 r5 - y3 5' a/c B -2 8.12 20 2 /e #3 5' O/c B -3 8.16 2 /fi 2 0 13 6' a/c TB -1 8.12 2 05 2 /5 - 63 24. O/c GB -1A 1OX18 2 #8 2 06 - (13 S' 5./t GB -1 20X20 2 #6 2 /6 - #3 B' 0/c GB -2 20 %20 2 0 2 i7 - /3 8' a/c GB -3 20 %16 2 . 2 /5 - /3 6' P/c 2 GB -4 8X16 2 (IS o - j'3 6' 0/C NUILS : 1. BEAM CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30(10 P.S.I. AT 28 DAYS. 2. TIE -BEAMS INTENDED TO BE CAST ATOP MASONRY WALLS - EXTEND AND HOOK WALL REINFORCING INTO TIE -BEAM. 3. TB-1 0 TOP OF ALL MASONRY WALLS U.N.O. 4. TB -i k TEI TO HAVE STIRRUP SPACING DECREASED TO 5' O.C. All WN k M- E,PFNINCS_ MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW -1 8' CMU 5 O 32' O.a MASONRY WALL NO SF 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING O 24' O.C. HORIZ. EXTEND REINFORCING 6' INTO POURED ELEMENTS AND AROUND ENCASED STEEL 2. ADJACENT TO ANY EXTERIOR WALL OPENING, PLACE 1 / 5 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED VAIN 3000 PSI GROUT MIX. 4. TIE VERTICAL REINFORCING BARS TO FOOTING DOWELS AND PROVIDE HOOK AT END INTO TIE BEAM. 5. SOLID GROUT ALL CELLS BELOW GRADE. CONCRETE COLUMN SCHEDULE FS-EEUMN VERT. TIES NOTES REINF. (4) - /5 #3 at 8' O/c - (4) - 05 /3 at B' 0/c - PLAN (4) - M5 /3 at B• 9/c - 4 (4) - /5 / 3 at W 9/c - NOTES: 1.) COLUMN WITHIN MASONRY WALL SHALL BE TIED TO WALLS AND POURED AFTER MASONRY WALL IS CONSTRUCTED RY 2.) CONCRETE COLUMN MOTHS CAN VA +/- 2' WITH IDENTICAL REINFORCEMENT I Fol § � s C- C -7 G-3 G-4 CONCRETE COLUMN DETAILS STEEL COLUMN SCHEDULE MARK SIZE PLATE ANCHOR NOTES BOLTS SC -1 4' x 4' % 1 \4' B'XB' % t/2' (2) BOLTS % S H.S. SC -2 4' x 4' X 1 \4' 6'X6' X 1/2" (2) 5/8' X 5' H.S. CONCRETE COVER SCHEDULE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3' CONCRETE EXPOSED TO EARTH OR WEATHER: p6 OR LARGER 2- g5 OR SMALLER 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT NTH GROUND: SLABS, WALLS, JOISTS (NP11 AND SMALLER) 3/4' BEAMS, COLUMNS (PRIMARY REINF., TES, STIRRUPS, SPIRALS) 1 1/2" CONCRETE FOR COASTAL CONSTRUCTION EXTERIOR CONDITIONS WALL k SLABS 2" OTHER MEMBERS 2 1/2" SEE PLAN FOR SLAB DESIGNATION ADJACENT SUB OR FILL i J 1 m � 1 12' 1 #5 CONT THICKENED EDGE S. i T > g i i r� rMad��'' 1 �7 117 la I CZA Y AC A,- CU-3 I - i�AN se -13 "( r ��` :; '_ ° �d� t r. %J r II lei , ■ �I ,, , .jt = ► ►►t � i , �11NNIIfumlludumuml® I; � ,IollalluNammmnlxldllunlaufmol, — ,amm InulmiumlumN^ - — �a111aaaaaaaa� ulnxNl 'IIuIII �'JIIIIN.9!!!!. 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IIIIf111141NIINIggIIIIIINItlgIItlIIIIILII ° I �I III ®IIIIIIIIINIIIIIIIII!INu� "t�rl�\ ��� —I'd;l liia �® r r• � i I I 1 I I I `1 L L —J L —J SITED 17 VMrS I I I I I I I � I I I l xnc IAwrs cY PVOL ccwnucroR I I I I I ` NEW POOL / O' CMJ WALL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND 0 IMEN61OW ` AND REPORT ANY D16CREPANCIE5 TO D I\ NON -LOAD THE ARCHITECT PRIOR TO PROCEEDING Q ^ o \ BEARING WITH THE WOW SNOWN. \ PARTITION INTERIOR A -•� PARTITION 11V SOUND BATT INSULATION. \ WP I � C I \ FOR FOMTAIN FEATURE OPEN CAeAA(4 �Ayp CABANA.. :iF1ELTAP 8EE'6I1kRAN ®- _ _ 16- I � 11wRlt 16V1•R UA,rtA O DATFi A -31 uY r, roa ISSUED FOR: FUTTnee G rahV7'AIN O DRANK BY: �. . CHECKED BY: L— ---------------------- ------------ - - - - -J M Kc 7C LANDSGiPE first floor power plan � = $DALE: I � ®® A-19 — / KUHNS ENGINEERING CORP. E -1 PE# 15408 EB# 3289 825 PARKWAY STREET SUITE #12 JUPITER FLORIDA, 33477 OF 2 ,, , .jt = ► ►►t � i , I I 1 I I I `1 L L —J L —J SITED 17 VMrS I I I I I I I � I I I l xnc IAwrs cY PVOL ccwnucroR I I I I I ` NEW POOL / O' CMJ WALL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND 0 IMEN61OW ` AND REPORT ANY D16CREPANCIE5 TO D I\ NON -LOAD THE ARCHITECT PRIOR TO PROCEEDING Q ^ o \ BEARING WITH THE WOW SNOWN. \ PARTITION INTERIOR A -•� PARTITION 11V SOUND BATT INSULATION. \ WP I � C I \ FOR FOMTAIN FEATURE OPEN CAeAA(4 �Ayp CABANA.. :iF1ELTAP 8EE'6I1kRAN ®- _ _ 16- I � 11wRlt 16V1•R UA,rtA O DATFi A -31 uY r, roa ISSUED FOR: FUTTnee G rahV7'AIN O DRANK BY: �. . CHECKED BY: L— ---------------------- ------------ - - - - -J M Kc 7C LANDSGiPE first floor power plan � = $DALE: I � ®® A-19 — / KUHNS ENGINEERING CORP. E -1 PE# 15408 EB# 3289 825 PARKWAY STREET SUITE #12 JUPITER FLORIDA, 33477 OF 2 L— ---------------------- ------------ - - - - -J M Kc 7C LANDSGiPE first floor power plan � = $DALE: I � ®® A-19 — / KUHNS ENGINEERING CORP. E -1 PE# 15408 EB# 3289 825 PARKWAY STREET SUITE #12 JUPITER FLORIDA, 33477 OF 2 CRTHWEIM -R E 5 /DEN T/ A L ELECTRICAL NOT E 9. ...� ............ THESE NOTES APPLY TO ENTIRE PROUECT, A. CODES. ALL ELECTRICAL ANORK SHALL COMPLY WITH THE DRAW INGS AND SPEC /F/ CAT /CNS, THE NAT /dJAL ELECTRICAL CODE AND APPLICABLE LCG44 CODES, WN/CHEVER 15 MORE STR /AGEM. B. ENERGY CODE. LIGHT FIXTURES ARE TO ca pLY W/TA/ 774E FLORIDA BVERar CODE. C CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER YAWN 04-135 OMARW /SE S`Aq*w OR REQUIRED BY CODES. D. HVAC. THE ELECTRICAL CONTRACTOR IS TO COORDINATE NITN THE 14EAT/NG, VEM/LAT /AG AND A/R CONVIT /O INg (HVAC,) TRADE TO MAKE CERTAIN ALL POWER C /RCA /79, LOVTROY ORLUl79 AND CONDUITS ARE INCLUDED IN THE B /D5. ALL HVAC LiIX!/Pl1FNT l3 TO BE PROTECTED N /TH FUSES (DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE W/774 THE EQUIPMENT LABELS. SPLIT SYSTEM A/R HANDLERS AND CONDENSING WN /713 ARE TO BE CONNECTED WIYN CONTROL CIRCUITS. UM/DER NO CONDITIONS WILL CIWNER PAY ADaYADNAL 64WRGE9 FOR HVAC ELECTRICAL ACRK. E. SAVP DRAWINGS. SNAP DRAWIN45 SHALL BE SLOMITTED TO ENGINEER FOR APPROVAL FOR ALL ELECTRICAL MATERIALS. F POWER COMPANY. THE ELECTRICAL CONTRACTOR /5 TO COORDINATE ALL SERVICE RWUIREMENTS N /IW THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN ALL AORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS l5 /N THE BID. ALL ELECTRICAL GEAR SHALL BE APPROVED BY 774E POWER COMPANY. 7HE ELECTRICAL CONTRACTOR SHALL MEET WITH THE POWER COMPANY PRIOR TO BIDDING TO DE- lRM /NE ALL FEATURES, FUNCTIONS AND Ia- AYAQ`0 OF SERVICE FURTNERMCRE, 7HE ELECTRICAL CONTRACTOR I3 TO MAINTAIN CCNYINL4" CONTACT WITH THE POWER COMPANY DUR/NV^ 774E PRRIECT, AND 15 TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY CA44AVE PROPOSED. G. TELEPF,GNE ADRK. TALE ELECTRICAL CONTRACTOR IS TO ARRAN:£ FOR TELfpvA;wE SERVICE. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR 15 TO MEET H17W 774E TELEPHONE COMPANY AND COORDINATE THE LCCAT /ON OF THE SERV ICE FaNT al ME PROPERTY LINE, TNT INCOMING SERVICE CABLE GROINDIM:, ETC IN ADDITION, 774E ELECTRICAL CONTRACTOR IS TO INSTALL TELEPHONE CABLES (&V4 SOLID C47faCRY (SLY) i CABLE'S) TO TELEPAONE OWLET POINTS 7WRaAa9 UT 774E PROUECT RAD /ALL Y WITH INDIVIDUAL AKNME RUNS TO A CENTRAL LOCATION. DO NOT Lan- FRCY7 OUTLET TO CUTLET. ALL TELEPIKWES CABLES ARE TO BE IN STALLED IN RACEWAYS. REFER To 'W/R/A% METHO73 H. TELW1SIGN MAgK. COCRDO"TE SERVICE WITH CABLE COMPANY BEFORE BIDDING. V. PREW/RE ABUSE FOR CABLE T INSTALL RG -G OUTLETS CABLES AND W /fl/ F' CONNECTORS. CABLES ARE TO BE APPROVED BY THE CABLE COMPANY. ALL CABLES ARE '70,9f CCNNECTED TO OUTLETS, RADIALLY WITH INDIVIDUAL A71E RUAJ TO CENTRAL PANEL LCCATIOV. DO NTT LOOP` CABLES OUTLET TO CUTLET. ALL TELEV/3/OV CABLES ARE TO BE /A571ALLED IN RACM444Y5. REFER TO %WlR /NG METAMSt 1. DRAW/AG9. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET CF DRAWIN49 AND SPEC /F/CA T/OVS PRIOR TO BIDDINS AND 15 TO BECOME TAOR002 a.Y FAMILIAR W/TH THE ARCHITECTURAL, L /V /L, STR(KTURAL, MEOd4NlGAL AND LANDSCA PING FEATURES OF THE PROUECT. PT TO B /DOS 774E ELECTRICAL CONTRACTOR IS TO HAVE A COMPLETE U WER5TANDING OF DEM2LIT /ON REQUIREMENTS CE /LING LOVF /GIURAT/ WIRING 9PACE5, FIRE RATED SURPACE9, STR4,CMRAL FEATURES A/R CLND /T /COO /AG /NARK TEMPORARY POWER REOU,REHENTS, PIP/AG, PLUMBING AND ALL OTHER FEATURES AW/CN BEAR ON THE ELECTRICAL AGRK UNDER NO CCNIDITIONS 15 THIS PROU£CT 7o BE B/D N/TACUT A COMPLETE SET OF DRAWINGS AND SPEC /F/CATIOVS. a SCALES. Do NOT SCALE OR TAKE DIMEIVW" FROM ELECTRICAL DRAWINGS. K. UNDERGROUND WORK. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR DETERMIN /AG TUE EXACT ROUTES OF ALL UNDERGROUND ACRK. ROUTES SHOYWN ARE APPROY /MATE. POWER, TELEPAOW, CABLE COMPANIES AND ALL OTHER UTILITY COMPANIES SHALL BE CONSULTED AND LINES SHALL BE STAKED. DIGGING BY HAND IS REQUIRED ARCUND EXISTING UTILITIES. L. SMOKE DETECTORS. DETECTORS ARE ALL TO ALARM SIMULTANEOUSLY ON APCI BREAKERS. M 5ECURITY SYSTEM CCORD /HATE SECURITY SYSTEM. WH ILE WALLS AND MLIA45 ARE OPEN. ARRAAGE FAR W /RING. RUN 1"V CIRCUIT TO PANEL. N. CEILING _/- BONES. ALL 4=4T /COOS OF CEIL /NG -1-BCKES ARE TO HE VERIFIED WITH TH£ OWNER AND BE BRACED FOR CEILING FANS. WHERE FAN5 SO4W, INSTALL AT HE /GHT9 SPECIFIED BY ARCHITECT IN THE FIELD. INSTALL SILENT CONTINLGUSLY VARIABLE SPEED CONTROLS AND EXTRA CONDUCTORS FOR FUTURE LIGHTS. P. 6F/. NTH, NP GARAGE, KITC44V COUNTER, LAUNDRY AMIRLPOOL, PC-, SPA, BAR AND FaWrA /N CUTLETS ARE TO BE ON GFI. O. ATT ICS. ANSTALL L/GH7 AND 3W/TCH IN EACH ATTIC `SfiF ARCW1TECT9 DRA7WAGSJ. INSTALL RECEPTACLE CLOSE TO EACH A/R HANDLER. R. PDX. PERFORM ALL ELECTRICAL k RK FOR POOL IACLUONG GROUNDS. 5. 7 V POWER SERVICE IS TO BE PROTECTED FROM LIGHTNING )Vi Y N SURGE SUPPRESSORS AT SERVICE THRCLGH A 2CA BREAKER. (INTERMAT /C 116242100 CONTRACTOR OPTION, INSTALL 7V" BREAKER IN MAIN PANEL. T. CLOSET LIGHTS. OBSERVE SPECIAL NEC LIGHT FIXTURE REQU /REMENT9 FOR CLO -ILIM. COORDINATE WITH BALDING DEPT BEFORE Rwrww -/N. U FOUNTAIN RUN 314 INC I - ai /arlW TO FOUNTAIN COORDINATE ELECTRICAL WORK WITH FOUNTAIN TRADE. PUMPS TO BE ON GFI.. V FLOUR RECEPTACLES WALL SCOKCE'S, V 0I4NDE1/ERS. SEE OWNER/ /NTER/CR DE54NER FOR EXACT LCCAT/OWS. W AFCI. ALL HEDRCOM OUTLETS (LIGHTIhG/RECEPTACLES/EV'1OCf DETECTM-'VfTC) ARE 70 BE ON ARC FAULT CIROUIT INTERRUPTER BREAKERS X. £OU/PMENT D/9CCNNECTS. UNDER NO COND /TICKS HILL PU4 -OUT FUSED BLOYXS OR NON -FUSED BLOCKS BE ALLOWED . HJIN Im3 9 SW/ELD FILTER SYSTEM, VOLT /awl,% I r - I I _. —1 L._. .J - - - - -- B-17 GL10RD /HATE LOCATIGNJS OF H ✓AC 5WITCH£5 Il I AI PANF_LBOARD SCHEDULE 'A' PANF_LBOARD SC4EDULE 'B' LOAD DESCRIPTION i PO.B AMPS *' HUB MIS s. AMPS ? VEST r- LOAD DESCRIPTION I A B A B 9 X BEDROOM2/5ATW 2 12 1 1 20 ■ ■ ■ ■ CO?R- D/KASE.I 3 21 20 1 1 LANDSCAPE LIGHTS FRONT 12 16 1. 10 1 FOYE CN 7 .4m .4v -L 3 ■�r.N���,�n�� SEE nil 1 GARAGE LIGHTS CCYN.ING 6 10 LIBRARY RECEPS ►�� y ■.� ■ WP RECEPS -FRONT — COORDINATE SERVICE 5 7 POWDER/HA L I■ ■mil 20 7 5 - ' -BACK �0 5 2 GFI om ■mc>t 8 m I KITCHEN APPLIANCES 12 5 MASTER BAT II 20 2 DISHWASHER 12 2 GFI CABINET, ■ SURFACE ❑FLUSH ❑NEMA 3R ❑HINGED DOOR ❑KEYED DOOR LATCH ❑LOAD CENTER FUSED ■ CIRCUIT BREAKERS BRANCH DEVICES AIC RATING - 22,000 AMPS ■ SERIE5 RATING PERMITTED ❑ MAIN LUGS ONLY I MAIN 400 AMP ■ BREAKER ❑ FUSED SWITCH I ❑ TO BE GFCI BREAKERS mo 1 DISPOSAL 6 7 HALL TEL /TV __Z, 2 1 20 2 INSTAHOT Em 5 9 MASTER BEDROOM SECURITY mm 2 17 IS DISHWASHER 12 -1 LIVIN BED OOM lP3 3 Immm 20 I DINING 9 4 r.f/l�Fil MIEN" 7 saw ►4 A D FAMILY 4 20 1 SAFE ROOM FAN UPS IZ 5 7 LAUNDRY 5 D 6 20 1 LIGHTING 12 WASHER 12 7 LOGGIA - cm 27 m 12 POWDER/VEST /CLOSET 6 7 5 LI 5 -: Rio© GFI ►� 2 LIGHT N AIN =Erg i■ Mr m BEDROOM US = 9 2 BA 74 3 1 ��7r 20 I AA BATH R3/VEST /CL05ET D 5 ATTIC -4 s�blG�r MbmarAlla����Tr4T�\ak�IC� GFI 2 37 M100 =4m ®ro®m 7 - ®WQR .m►4 r Mr rn.._CF7mo '�.�d�'= ii%M'.A W J1•�!i■ �� 7�L���i -��� :i::.y�i�i�+ �P7i :��ri���}i� RATED VOLTAGE: ■ 120/240 ❑ 1Q. 3 WIRE BRANCH POLES, ❑ 12 ❑20 024 1130 042 RATED AMPS. ❑ 100 ❑ 225 ❑4000 200 050% ■ 100% ❑ 200% RATED NEUTRAL BUS I ■GROUND BU CABINET, ❑ SURFACE ■FLUSH [I NEMA 3R ❑HINGED DOOR ❑KEYED DOOR LATCH El LOAD CENTER ❑ FUSED . CIRCUIT BREAKERS BRANCH DEVICES AIC RATING - 22,000 AMPS ■ SERIES RATING PERMITT ■MAIN LUGS ONLY I MAIN-----.AMP ❑BREAKER ❑ FUSED SWITCH 10 31 TO BE GFCI BREAKERS ❑PANELS IN PARALLEL ❑THROUGH FEED LUGS REQUIRED ICONNECTED BUS AMPS. AO BP PANF_LBOARD SC4EDULE 'B' I I l Ac s L.J HEPA S4/ELD FILTER SYSTEM VOLT L10///i0 - - - NIKES r A-36 s 6UB AMT /-' ABOVE I., ALCOR, ? VEST r- — — —F 7 U J 0 A B A". 6 X BATTERY CHARGER I �j DH -1 I 200 ■ ■ ■ ■ CO?R- D/KASE.I 3 2 20 1 I 1 DINING /LAUNDRY 774/9 AREA L T T—LUl FAN .J SOFFIT LIGHTS TIME CLOCK 7 .4m .4v 5 ■�r.N���,�n�� SEE nil 1 GARAGE LIGHTS CCYN.ING 6 VEST Om 2 RECEPS ►�� y ■.� ■ ■�Ei — COORDINATE SERVICE .� b ■N I■ ■mil 20 F"M1�72 5 - ' �� �0 m►_4 I own om ■mc>t 8 m BATH t2 GFI GUADPLIX RECEP CARBON MCNORIDE DETECTOR 9 LIB/PONDER/HALVMBATH II RECEPS GEN /POOL v.4 D X ■u�■i���3�� CABINET, ■ SURFACE ❑FLUSH ❑NEMA 3R ❑HINGED DOOR ❑KEYED DOOR LATCH ❑LOAD CENTER FUSED ■ CIRCUIT BREAKERS BRANCH DEVICES AIC RATING - 22,000 AMPS ■ SERIE5 RATING PERMITTED ❑ MAIN LUGS ONLY I MAIN 400 AMP ■ BREAKER ❑ FUSED SWITCH I ❑ TO BE GFCI BREAKERS mo ©' gym:. 10 6 TEL /TV __Z, 2 6 FAMILY im Em I I SECURITY mm 2 9 KITCHEN/HALL LIGHTS 7 BED OOM lP3 3 Immm 1 APPLIANCES m�4 r.f/l�Fil MIEN" 7 saw ►4 4 20 1 SAFE ROOM FAN UPS IZ 5 7 6 20 1 LIGHTING 12 7 �� ■.WPM - cm F3-7 m 12 6 10 5 �Immmw -: Rio© 00 ►� F-14 ■ LIGHT =Erg i■ Mr m r7 -140 ■►4 3 BA 74 3 1 ��7r 20 I AA 03 -4 s�blG�r MbmarAlla����Tr4T�\ak�IC� M100 =4m ®ro®m 7 - ®WQR .m►4 r Mr rn.._CF7mo '�.�d�'= ii%M'.A W J1•�!i■ �� 7�L���i -��� :i::.y�i�i�+ �P7i :��ri���}i� I I l Ac s L.J HEPA S4/ELD FILTER SYSTEM VOLT L10///i0 - - - NIKES r A-36 s 6UB AMT /-' ABOVE I., ALCOR, ? VEST r- — — —F 7 U J 0 A B A". 6 X BATTERY CHARGER I �j DH -1 I 200 -- CO?R- D/KASE.I 3 2 20 1 I 1 DINING /LAUNDRY 774/9 AREA L T T—LUl FAN .J SOFFIT LIGHTS TIME CLOCK 7 EF -I rAIRI/ EF-T 20 5 ® -/s SEE nil 1 GARAGE LIGHTS CCYN.ING 6 VEST Om 2 RECEPS ATT /C ELECTRICAL PLAN SCALE. 4' - /'- will PANFI ROARfl 5;r-WFDULF 'SB' PANFI ROARD SCHEDULE 'MDP' LOAD DESCRIPTION NIKES PCIS AMPS s 6UB • AMPS A + B LOAD DESCRIPTION NRFS A B A". 6 X BATTERY CHARGER 12 1 200 SEGO �ERALNLIGHTING OUTDOOR L/I.NTS 2 20 1 I 1 DINING /LAUNDRY 1 17 11 SOFFIT LIGHTS TIME CLOCK r"0 2 20 5 A GENERATOR WITH t 1 1 1 GARAGE LIGHTS CCYN.ING 6 100 2 RECEPS 15 y B: a'- 3nvar4G TIME CLOCK SWITCH 4P-ASTRONOMIC W/R ERVE — COORDINATE SERVICE 3'- 91.4LO'KM b BE ROOM s2 /FOYER OR RUN SMOKE DETECTOR CEILING MOUNTED 20 7 5 STRIP HEATER W/ INTEGRAL C014TACTOR DOOR AIR HANDLING UNIT 10 I 2 BEDROOM/BATH a4 10 8 2 Z BATH t2 GFI GUADPLIX RECEP CARBON MCNORIDE DETECTOR 9 LIB/PONDER/HALVMBATH II RECEPS GEN /POOL 3 D X MASTER BEDROOI'7/CL05E7 CABINET, ■ SURFACE ❑FLUSH ❑NEMA 3R ❑HINGED DOOR ❑KEYED DOOR LATCH ❑LOAD CENTER FUSED ■ CIRCUIT BREAKERS BRANCH DEVICES AIC RATING - 22,000 AMPS ■ SERIE5 RATING PERMITTED ❑ MAIN LUGS ONLY I MAIN 400 AMP ■ BREAKER ❑ FUSED SWITCH I ❑ TO BE GFCI BREAKERS I IA MICROWAVE 10 6 TEL /TV __Z, 2 6 FAMILY I I SECURITY 2 9 KITCHEN/HALL LIGHTS 7 BED OOM lP3 3 12 1 APPLIANCES 6 7 WIN 4 20 1 SAFE ROOM FAN UPS IZ 5 7 6 20 1 LIGHTING 12 7 20 1 LIGHTING 12 6 p D LIGHT 20 3 BA 74 3 1 1 20 I AA 7 xi RATED VOLTAGE, ❑ 120/240 ❑ 10. 3 WIRE 15RANCW POLES: ❑ 12 ❑20 024 ❑ 30 042 RATED AMPS, ■ 100 ❑ 225 ❑400 ❑ 1050 ■ 100% ❑ 200% RATED NEUTRAL BU5 ■GROUND BU CABINET, ❑ SURFACE ■FLUSH [I NEMA 3R ❑HINGED DOOR ❑KEYED DOOR LATCH ❑LOAD CENTER ❑ FUSED ■ CIRCUIT BREAKERS BRANCH DEVICES AIC RATING - 22,000 AMPS ■SERIES RATING PERMITTED MAIN LUGS ONLY MAIN-----AMP ❑BREAKER ❑ FUSED SWITCH 10 TO BE GFCI BREAKERS ❑PANELS IN PARALLEL I El THROUGH FEED LUGS REQUIRED CONNECTED BUS AMPS: Am 80 PANFI ROARD SCHEDULE 'MDP' / LOAD DESCRIPTION NRES F" AMPS *BUSS AMPS 11-� A + B LOAD DESCRIPTION Y A M. A B APPLIANCES PAN 'A' / 5AO VA 2 200 SEGO �ERALNLIGHTING OUTDOOR L/I.NTS wo 2 ATS/PANEL 'S8' i, ax S, LO? TUNS At%" /Ulf r"0 LIGHT FIXTURE WALL MOUNTED 2cm A GENERATOR WITH t 'I% I---1 CCYN.ING 16,320 100 2 SPACE SWITCWSTARTER BOA NEMA I 3 POLE B: a'- 3nvar4G TIME CLOCK SWITCH 4P-ASTRONOMIC W/R ERVE — COORDINATE SERVICE 3'- 91.4LO'KM LKI ANDA 'R EMT AX4ABOESS BLESCEILIUc -NGG SPA AL APTER OR RUN SMOKE DETECTOR CEILING MOUNTED 3'- 5040MV1 MOTOR STRIP HEATER W/ INTEGRAL C014TACTOR AHU AIR HANDLING UNIT I 20 2 1 TV55 10 0 !B VOLUME CCNTROA- r44' GUADPLIX RECEP CARBON MCNORIDE DETECTOR 0 D TA I /2 3 WIRE BRANCH POLES, ■ 12 0 ❑24 ❑30 ❑42 RATED AMPS, ❑ 100 ❑ 225 ■400 ❑ 050% ■ 100% ❑ 200% RATED NEUTRAL BUS ■GROUND BU CABINET, ■ SURFACE ❑FLUSH ❑NEMA 3R ❑HINGED DOOR ❑KEYED DOOR LATCH ❑LOAD CENTER FUSED ■ CIRCUIT BREAKERS BRANCH DEVICES AIC RATING - 22,000 AMPS ■ SERIE5 RATING PERMITTED ❑ MAIN LUGS ONLY I MAIN 400 AMP ■ BREAKER ❑ FUSED SWITCH I ❑ TO BE GFCI BREAKERS ❑PANELS IN PARALLEL I ❑THROUGH FEED LUGS REQUIRED CONNECTED BUS AMPS, AO 50 / LOAD CALCULATIONS •000 MICROWAVE POOL PUMP AVIR1144 STANDBY INTERLOCK F/LrBe9 ,WITH A + B SB AHU CCNN7RLV 9 O 720 , APPLIANCES / 5OO VA / 5AO VA k"R,M /AG DRAWERS 3 AL SF � � SEGO �ERALNLIGHTING OUTDOOR L/I.NTS wo IL DISH AWASHERS i, ax S, LO? GARAGE OPENERS .1 CAP 2W •000 MICROWAVE POOL PUMP 2,400 72LO 847TERY CHARGER REFRIGERATORS DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER 2,520 A WD O 720 , HATER HEATERS -G4S 0 0 k"R,M /AG DRAWERS 4 &W t DEHUMIDIFIER :440 IL SAFE ROOM FAN TUNS At%" /Ulf r"0 LIGHT FIXTURE WALL MOUNTED 2cm A GENERATOR WITH t 'I% I---1 CCYN.ING 16,320 FUSED SWITCH 30A SWITCH 20A PUSES 2 POLES HEAT /AG 1 407 - 11 OM MOTOR STARTER NEMA SIZE I SWITCWSTARTER BOA NEMA I 3 POLE 10,120vA IE/ A 42A l43 A TL 5B GSN !GG' ATS 1'- 3.SriG ,W W ?N L' CONTRO WIRES (SEE GEN MFR) I QFamvN rIAI FI FCTRICAL LEGEND SYMBOL- DIVIDE BT T40V � AMPS . TOTAL SERVILE AMPS . m� I DUPLEX RECEPTACLE OUTLET NEMA 5 -20R SPLIT WIRED DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER 5TVI A B MOP O SPECIAL PURPOSE OUTLET MUST MATCH EOUIP. PLUG FLOOR OUTLET W/ BRASS PLATE CARPET RING SPST SWITCH 1 t SIGN ' NIAG- 4 -WAY SWITCH IL SPST SWITCH W/ PILOT LIGHT TUNS At%" /Ulf LIGHT FIXTURE WALL MOUNTED FLUORESCENT LIGHT FIXTURE SURFACE / RECESSED A GENERATOR WITH t FLOOR OR TABLE LAMP I---1 SEPARATE SWITCH ON EAST SIDE' FUSED SWITCH 30A SWITCH 20A PUSES 2 POLES NSS MOTOR STARTER NEMA SIZE I SWITCWSTARTER BOA NEMA I 3 POLE PANELDOARD9 SEE SCHEDULES a'- 3nvar4G TIME CLOCK SWITCH 4P-ASTRONOMIC W/R ERVE — COORDINATE SERVICE 3'- 91.4LO'KM WITH PLOWER COMPANY ANDA 'R EMT AX4ABOESS BLESCEILIUc -NGG SPA AL APTER OR RUN SMOKE DETECTOR CEILING MOUNTED 3'- 5040MV1 MOTOR IE/ A 42A l43 A TL 5B GSN !GG' ATS 1'- 3.SriG ,W W ?N L' CONTRO WIRES (SEE GEN MFR) I QFamvN rIAI FI FCTRICAL LEGEND SYMBOL- I DESCRIPTION DUPLEX RECEPTACLE OUTLET NEMA 5 -20R DUPLEX RECEPTACLE OUTLET NEMA 5 -20R SPLIT WIRED DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER PICTURE RECEPTACLE. SEE OWNER/ID FOR LOCATICN5 O SPECIAL PURPOSE OUTLET MUST MATCH EOUIP. PLUG FLOOR OUTLET W/ BRASS PLATE CARPET RING SPST SWITCH 3 -WAY SWITCH 4 -WAY SWITCH IL SPST SWITCH W/ PILOT LIGHT DIMMER SWITCH WATTAGE A9 NOTED LIGNIN FIXTURE SURFACE / RECE55ED LIGHT FIXTURE WALL MOUNTED FLUORESCENT LIGHT FIXTURE SURFACE / RECESSED FLOOR OR TABLE LAMP I---1 FLUORESCENT STRIP LIGHT FIXTURE FUSED SWITCH 30A SWITCH 20A PUSES 2 POLES w MOTOR STARTER NEMA SIZE I SWITCWSTARTER BOA NEMA I 3 POLE PANELDOARD9 SEE SCHEDULES TIME CLOCK SWITCH 4P-ASTRONOMIC W/R ERVE R TELEPHONE RE EP -4.4 50X WITH SINGLE GANG ADAPTER AND EMT TO ACCESSIBLE CEILING SPACE a ANDA 'R EMT AX4ABOESS BLESCEILIUc -NGG SPA AL APTER SMOKE DETECTOR CEILING MOUNTED MOTOR STRIP HEATER W/ INTEGRAL C014TACTOR AHU AIR HANDLING UNIT NI CONDENSING UT WP WATER PROOF GFI OUND FAULT INTERRUPTER !B VOLUME CCNTROA- r44' GUADPLIX RECEP CARBON MCNORIDE DETECTOR LP WS GENERATOR 2VKW FURNIS4ED BY OWNER (NTT SEPARATELY DER /NEON BATTERY CHARGER F/ FCTRICAL RI5ER 12a,240V S/NGLEPHASE KUHNS ENGINEERING CORP. PEI 15408 ER# 3289 825 PARKWAY STREET SUITE X12 JUPITER FLORIDA, 33477 1 P L Q ed fA ^^O L C PA O C REVISIONS: Q /o.X,rxm 8 OYZ4U?ro3 AS -BU /CTS A LL a m7N N (7 QLL •N-• W ¢� F� ja ■Otltl�� titpp ■Ph■ � O � fD 5! Yi■ 1n Lu o �tl J N W$ Q ^ W VJ w �Z M 06 YI■ W 9 11 • Z W 0 D U 0 4I� r4 / O 4 p u � 0 W 0 7 0 o N C M D_ r D C � o D � °0 3 2 U tl °a R DATE uY r, an I SSUEO FOR: OR- BY: ML CHECKED BY: IK SCALE: W . Pr E -2 OF 2 I C'a T FYI— 4_- 1. MIN KITS ;f -✓rhd a P R. r I ...... ....... Qi"RAQ.c rO 07 STAFM rm c -,Zr TMIRM.111W r i 1 1! ti 11 0 r r 11 it !1 11 11 11 ri ,. i i,,. I :�,. ._,II , _._I I ...1' l u -Y"� ��:.+,�-':•.. -.jr— T".- ,.- ,�:._.,.. ....4 ..,. :., -'' J '' E:T7. ri. :�. ..�1.. �1 �._ �, �� � C� : -- —J P; -4 -jl: ji V.- - i . 11 - _; 1. - ._I I ' iI t : - - - E I 4i 1 - IA : _ I .' i . . _ 1 : I I .. !; I i A'. j ,? 7� �, � i I , ' i _ _ _ . � __ -I a N it r V it T J.- 11 E-1 4_1 E, { � _ _'_.._ 1_.._L.__._I i - -- - _.L ... 1 .... _L � __ I .. , .. _ L.. _. f . -fi —t , --- - - - - -- _, [_J L_j 'v ♦ I rJ I MICHAEL A. TEELE, P.E. ENMEER OF FVKXIU FLOBIOA REGISTRATION RE 32M 7 TEELE TWU M & ASSOM OAT ATES 6'JY" 9 2002 CURAL EP99M 223 DOPPCRATE OUVE 2 BOYNTON BEACH, FqLJOM93A 33410 M11738 -4741 0 C tFl z 0 0 -3 LL OWN Q LL LL_ L.LJ U. M C) a_ D U n- ""i" LU af o (D < Z O N 0 LU 2 0 c 0 0 c CC Qo c .0 AI& I DATE: I.— F..: P—T DR— BY CHECKED BY UT va P 1.1 PLUMBING SPECIFICATTaIONS ~arEy usrjel•m 4Yldudinq wl lwd Shl vmaeelbn! lo� vir mp�ll� M•�tdw o/ N• bvass, Celt ma he _V supply system, pl 9 ltlnp4 Ratures and bVei and dl rdet•d ditings and eonfrd. 8. Watr m.lr rid fe« bY d C. NI esovvdtlen and Wk a rsWkW fr this phws of a to tlen, ehdl be part of this untrvct. A. AND d � CODES nl wppX d and n•ldN•d uMr this Me4dm "1 —ply rM the lout edition of the feiie Mg eod.• fee amnd.d Ey ih 9vwn„9 lady. Slwdrd Xu Ceds, Indudiny oN p ndlua Leed 1001 Flrldaly au ding coda (Piu bing) lone a SIJ*ArrALJ A. See • he". m heelnps, 4 F60ATE AND NN'ECTKM A An prm0x wd fees fr permH• and n•peefbns daN be pelt Ir by this emfrvcl >. 5. A. se,ltwy I PVC (shre dived by Cod,), Well. I r A Cwt km, DWV type pipe and N ilkh s. 9. Wmesl q+ er P I^9 SaR cap C t M C. JaMte to 1, of -bC t Z-,s.. Lead Fer« odds, 1. to be used n atl pill. D. Pr.A. n4 M.l Plumbing FMr« w edl•dulod en drwlnp. Cem44l• ey tm ( Nd wes and squpmnt) shell be WM m In- A.' test 'Hr vvmplallon es, Y:.tabolbn. E Undraraund W- shell be hetdl.d In pr.out worst. bees. F. Fum d ln.toN appra«d eM vhombr r shoe, ebrbr. Y sh0.fV Ww -Hh eecen Pmde al e h Nelun group. WSTALLATM A W.. -roeto I.mplale4 Caulk shun nqu,ed PraMM Wockklyy /r aN Metres fee r•quFM AR retr ppFg rllhYl the WPa.4q 000 b• upper ma run unikwwe etos Xl. Wilnp. Na ),Ills We. elm. AN yping sisal b• properly eup,.rtad elfn hmpen of umpeWe materiel and ell rvlr Pp« Padnp th-,h ccecr •hell b• d «Nd to is _, lit_ reactions. a. AN Hal rater PIPkll to be Fsuleted Mat= to be 1' lle,,d glass filer eIth 1-111 ),piled, dl purpw4 fro nlydnt )ook•L h1tell pr mnufwtrrs rseommndetln. C. Verify Mims el e•rr and drdnvw cww t . befr. Insldl i, .err Is:- Ruldh g drainage •Yet- 1. besed .i% dop E AN . bi .. be coarditoff d WW athr irndes to eWd hq. and rIM M• prarw of aweWelbn. E Hoe. blbbs d:dl be Nettled ehrs key h-d m the -. - and shell hen sprats Fee, maN teed Hon b .t .hall hen a l h tb . key hmda rIN hese emnectbn vaaum bredlr. Po.ln sawWy lv set. M.ml 1R' tees ml.n dm. 7. CL.EANiP A k. Loves ark h aelaan con. dilbn prR gnrd CndiUe, qupmest and debris. Pdlsh aN plated r polahed Rlflnp. L QUAFNNTEN A. T III maPk- bIngane traduran h.H del� ),veldt of m Initlen gwrahis the! ins Wranb�ta sk and .Y rW� Is I. Y--. nom Ih. W. of Mel spiel dl es,, rhkh be—. defsdly (net due le rdhry «.) al he .a .. is the eons,. TO LFr 6 r FICH SEE CJVL PLAN FOR COHM"TICH Del TEETL�wET 14 ASSOCIATES XGMTOI SEA . 13O10A 99988 WO 13X-4747 V. MICHAEL A. TEELE, P.E. ENGOEER OF FIECOFIO F LOMA FTEGETRATION KE 32096 z iL C .� L/L 1Y! y� !del Li LL U old, I— X LLJ a� S� N do N U UW. Cn Q o• ¢ U: $ L t' s 3 _: Is- 0 0 0 `A M vI 3 W ca 0 0 0 y o� o Du o E c _0 M � 0 'Q O -0, o A. DALE: AME IN =2 ISSUED FD -I DRAWN .T CHECKED XY: e1 SCALE: P2.1 SYMBOL DESCRIPTION W.C. WATER CLOSET LAV LAVATORY SH. SHOWER W WASHER D.W. DISH WASHER GCO GRADE CLEAN —OUT WCO WALL CLEAN —OUT VTR VENT THRU ROOF H.B. HOSE BIBB — WOODFORD #24P-3/4" F.H.B. FLUSH HOSE BIBB — WOODFORD B24P -3/4 SITE H.B. SITE HOSE BIBB — WOODFORD #Y24 -3/4" LINETYPE DESCRIPTION - - - -- COLD WATER - - - - - -- HOT WATER — - — HOT WATER RETURN SANITARY SEWER - — — — — — - VENT GAS Del TEETL�wET 14 ASSOCIATES XGMTOI SEA . 13O10A 99988 WO 13X-4747 V. MICHAEL A. TEELE, P.E. ENGOEER OF FIECOFIO F LOMA FTEGETRATION KE 32096 z iL C .� L/L 1Y! y� !del Li LL U old, I— X LLJ a� S� N do N U UW. Cn Q o• ¢ U: $ L t' s 3 _: Is- 0 0 0 `A M vI 3 W ca 0 0 0 y o� o Du o E c _0 M � 0 'Q O -0, o A. DALE: AME IN =2 ISSUED FD -I DRAWN .T CHECKED XY: e1 SCALE: P2.1 a. A 1 �M CFM `;?i.�..� tt r.J.�-"'"'_, to ""_ "� �y ",•r , , it r'�,' i ' . _ �',falydn d" .II 1 �i --!I . ___.I L....-.I L--- J I_ _ -J L. -..At-- _ ..__..._.._L___I L. L. _J w � I r wi @ICI'i�"_"'_",�!. ��i,InkalN M L _�'°"'„'�I•: 1 I - I 0 C Q LJ ii w ¢, Q U � n- — wo U Ir LLI C/") U = O I=— Q �3 �_ a � m 0 B N I o uj c Q o N N � Liu a o c o� o C n� n u irgplyN f1 —a 1 nwn« u. RYmnW DATE: —13.M ISSUED FOR: PEPMi DRAWN BY: CHECKED BY: YT SCALE: M1.1 SUPPLY AIR UNIT SCHEDULE Ins NO. CU. NM MICR MOM NUMBER _CAP TOTAL Ty SEN9 FAN CFM HP. HEAT KW ELECTRIC VOLT REM EER (BEEN) DIMENSIONS LOCATION ACI CUI TRANS- TWEO38C14Fe xi8 2e.1 1200 1/2 e0 210 TRANS- 2TiR2038A1000A 11.75 21 X 22 x 43 OR AM CL2 TRANS- TWEO24 4FTT 228 t0.2 ROD 1/2 10 240 rI %50 21 X 22 X 43 mi, AC3 QU3 1RANE- IWE024C14Fe 228 ILZ e00 I/2 5.0 240 II.SO 21 X u X 43 AC4 CU4 TRANE- TY.EO30C14Fe ze.e 205 050 1/2 ILO 240 11.75 21x22 X 43 240 ALL SUPPLY AA UMIS TO eE nMHISNED NTH A EMERGENCY DRAIN PAN NTH FLOAT BMRSL FURNSH MIN FILM HOUSING EQUAL TO AMERICAN AIR FLIER 'ACCESSAR' COMPLETE NTH 2' PLEATED NR FILTER AS SPEaFFD. SIZE TD BE AS REQUIRED TO PROVIDE A MINIMUM OF 380 SOUARE ACHES OF FACE AREA PROVIDE 8 SPARE FILTERS OF EACH FEE USED TD OWNER AT TIME OF SYSTEM ACCEPTNNCE. CONDENSING UNIT SCHEDULE SM NM CU. NO.. AIOfi. MODEL NUMBER COMPRESSOR CFM TYPE MNT. TYPE H CIR E1EC7RN: RED. SITE WMEN -1 N0. SEE PLAN SUP /RET 4 AMPS VOLT PHASE AC1 all TRANS- 2TiR2038A1000A 1 In, OR 120 1 240 1 10 IN 21 :22X43 AC2 Qlz 1PANE- 271R202M1a00A t 1 1 1 2 mi, 2. HANGING VIBRATION ISOLATORS 2w 1 10 IN 21 Y Z? X 43 ArA Q13 THANE- 2TM202M1C00A i 240 1 20 IN 21 X 22 a 43 2: CU4 IRANE-21TR2030A1000A 1 240 1 15 IN 1 21 Y 22 • 43 CONTRACTOR TO WWI FOR ENPNEER RENEW, REFRIO RANT LINE SITING CALC"TIONS BASED ON MANUFACTURES PUBLISHED CNITEBA, GRILLE AND DIFFUSER SCHEDULE DESIGN. MFGR. MODELL NUMBER SIZE DIRECTION CFM TYPE MNT. TYPE ntNSM ftEYARNS 1 71TUS - CT -481 gE PLAN SEE PLAN SEE PLAN SUP /RET 4 WHITE CEILING /SDEWALL EF -1 PANASONIC - FVOBV02 75 �.21- In, OR 120 1 NOTE FAN SCHEDULE UNIT 1FGIE MODEL NUMBER CFN RPM AMPS ELECTRIC RED. REMARKS NO. IP VAT PHABE EF -1 PANASONIC - FVOBV02 75 �.21- In, OR 120 1 1 2 EF -2 PANASONIC - FVPBV02 l41 873 0.4 120 1 1 1 2 1. FURNI "ITN BLT30 SPEED CONTROLLER TO ELEC, CONTR. FQt INSTALLATION SH 2. HANGING VIBRATION ISOLATORS 3. NOT USCG 4. NOT USED MECHANICAL SPECIFICATIONS 1 SCOPE A. The work covered In this section of the specifications consists of fumishing all labor, equipment, and material and In performing all operations in connection with the Installation of the complete air conditioning and heating system. All work will be complete and in accordance with this section of the specifications and applicable drawings, and will be subject to the terms and conditions of the contract. 2 SPECIFICATIONS AMID DRAWNQS A. The mechanical drawings Indicate the general arrangement of the air conditioning and heating system. These specifications and drawings shall supplement each other. Equipment, ductwork and piping shall fit Into the space allocated and shall provide all necessary clearance for servicing and maintenance. 3. CODES AND STANDARDS A. The work shall comply with the latest applicable requirements of the NFPA and all local codes governing this Installation as a minimum standard unless specifications listed herein or shown on the plans require a higher minimum standard. 4. PEFUTS AMID FEES A. The HVAC Contractor shall procure all permits and pay all fees associated with the permitting and inspection process. The HVAC Contractor shall also arrange for all Inspections. 5. ELECTRICAL A. The Electrical Contractor shall furnish and Install all conduit, wire, seal— tight, and disconnects. Unless otherwise stipulated, the Electrical Contractor shall connect the air conditioning unite. The HVAC Contractor will furnish all materials, wire and connect the thermostat. 6. VIBRATION AND ISOLATION A. Both the air handler unit and condensing unit shall be placed on vibration isolators. The HVAC contractor shall take all necessary steps to eliminate all excessive vibration and objectional noise projected by any equipment Installed under this contract. 7. INSTALLATION A. The HVAC contractor shall supply one thermostat per air system. Staging of heating and cooling shall be indicated an the drawings. B. All refrigeration piping to be of Type 'L copper with wrought copper fittings. Joints shall be made with silver solder. C. The refrigeration suction lines shall be insulated as follows: above ground with 1/2" "Armstrong ArmaOex' below ground with some encased in P.V.C. conduit. Insulation shall be slipped on piping prior to connection. All butt joints to be sealed with an approved adhesive. Installation of condensate line is by the HVAC contractor. Insulate all lines run above telling. D. The supply and return air duct system shall be fabricated of S.M.A.C.N.A. approved ductboard, or Its equivalent. This duct shall have external Insulation with an "R' rating of 0 or greater. All joints and seams In ductwork to be sealed with mastic and glass fabric tape. E. Supply and return air registers shall be Metal Alre or their Titus equivalent as Indicated on the drawings. All supply registers are to be equipped with manual dampers. F. Extractors and turning vanes shall be Installed where indicated on the drawings In addition to all bends over 45 degrees. G. Filters to be 1" Fiberbond Dustlok with Sporex antimicrobial agent and dual ply construction, or Its equivalent. Furnish two additional filters for each size of filter used. 8. TESTING AND BALANCM A. Upon completion of work the HVAC Contractor shall use accurate meters, Instruments of type and size as required to determine proper air flow and distributions. Confirm that all fuse sizes are In accordance to the motor nameplate data. B. Air quantities: Check each blower and diffuser as Indicated on drawings for correct and adequate diffusion. Outside air quantities to be checked and adjusted as required. After spaces have been brought up to design temperatures and equipment Is functioning properly, re— balance. If necessary, by means of calibrated thermometers placed In each room and In open spaces, not over 20' apart. Thermostats: No deviation in temperature of more than 3 degrees fahrenheit throughout conditioned space. Contractor shall submit complete data report regarding balancing, In addition to various control settings for approval of Architect. C. The Contractor shall obtain the services of an Independent test and balance agency that specializes In and whose business is limited to, testing and balancing of air conditioning sys. The agency selected shall be fully certified by the Associated Air Balance Council ( temAABC s ) and shall have at least one member of the agency qualified as a certified lest and balance engineer that has been Issued this certification by the National Examining Board — United States and Canada. All final reports shall be signed by this certified test and balance engineer and shall Include his official Stamp. D. Patch hales In Insulation, ductwork, and housings, which have been cut or drilled for test purposes. E. Prepare reports of test result, including Instrumentation calibration reports, In format recommended by the applicable standards. TEELE and ASSOCIATES, 2103 Corporate Drive 09 2002 O C W 000 Z a LH 110-.^ NJ LU eI�r�q 1® r� C) 0 Yu� Q N w 2 r U ILI g U V) Q Z d 0 $� r Z W a o u C o CC a e O e o N r o W ca a 7 0 o y U D D p ad o G 2 f c M uU Y. 17 G 4 Q Ri /HI D T, omw IY. � Mo DATE: -1 Iz 2W3 ISSUED FOR: PERW DRAWN of CHECKED BY: Yi SCALE: M2.1 x 0 Cv4J /� �yJ a, �s. FOUND 2' X 2 "J CONC. MONUMENT (NO NUMBER) R-11 QI u Lo pt a N �I I I I LEGEND: �-+8.02 TOP N BENCH MARK: T OF FORMS EXISTING NAIL W = 34.79' Y� RDA- - _ -� ARC '45" - BA- C.A. - 99'39 - -_ - 16• PAVING O +3.89 (� - - - OVERHEAD - ,_ 0 6O x2 D M ONUMENT ANCHOR _ _142.0 CON (NO NUMBER) POLE v m 2• ,� o � FLOOD ZONE: AS (EL 7) 15.0' n ��• iv 2 ti ti O.3 � h �2W I . +7.24 TOP -\ FLORIDA GEOLOGICAL 4.7' OF FORMS 3J. 1' o j22 I iL0' a 5.8. 2J.7' I° 15' a, �s. FOUND 2' X 2 "J CONC. MONUMENT (NO NUMBER) R-11 QI u Lo pt a N �I I I I LEGEND: �-+8.02 TOP N - CENTERLINE OF FORMS EXISTING CONC. = CONCRETE CONC SLAB LIMITS OF FORM BOARDS FOR GRADE BEAMS (FLOOR TO BE +B.25) O h (� - - - OVERHEAD J Co I^ C.A. = CENTRAL ANGLE 84.J' +8.06 TOP FLOOD ZONE: AS (EL 7) OF FORMS 2 O.3 � � h +J.75 - ELEVATION BASED q e N F0.9' W FLORIDA GEOLOGICAL 4.7' I 19.6' 0.3 �O• 217' S' I° 15' +7.97 TOP OF FORMS n N u LOT 3 N yo BLOCK 1 2 N POLEI OUND 1" ray C 160.10' ON PIPE NO NUMBER) LOT 2 I I I BL OCK 1 a, �s. FOUND 2' X 2 "J CONC. MONUMENT (NO NUMBER) R-11 QI u Lo pt a N �I I I I LEGEND: - CENTERLINE B1 CONC. = CONCRETE COVD. = COVERED -ww- = CHAIN LINK (� - - - OVERHEAD C.A. = CENTRAL ANGLE P = PLANTER 1` FLOOD ZONE: AS (EL 7) I +J.75 - ELEVATION BASED VERTICAL DATUM 1929. SOURCE. FLORIDA GEOLOGICAL SURVEY BENCH MARK `B-J5' x x Z 0 fD v rn j I� m I CD DESCRIPTION. LOT J, BLOCK 1, PLAT NO. 1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MWIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER, 61 I7,-6,`FLORID9 ADMW/STRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. iT. % THOMAS E. ADAMS Nor THE vALoAwl RAaISED SEAL SIGN TURE A/DA SURVEYOR & MAPPER, r >� LICENSED SURVEYOR Alm MAPPER. N O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS 1 + CERTIFICATE OF AUTHORIZATION ILBJ53 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: JOHN N. SUITER 2601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE - S--Y REVISED: 8117102 - LOCATED SCALE: NOVEMBER 17, 1997 FORMS TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS Telephone (561) 276 -5116 WILLIAM F. KOCH, JR., Mayor Fax JOAN K ORTHW EIN, Vice Mayor (561) 737 -0188 FRED S. DEVITT III Town Manager ROBERT W. HOPK]NS II KRISTIN KERN GARRISON WILLIAM A. LYNCH Town Clerk AFFIDAVIT DECEIVED JUN 2 8 2002 STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOwn of Gulf S #rern PAL TOWN OF GULF STREAM ) Building DePa+trn+�{ BEFORE ME THIS DAY PERSONALLY APPEARED WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1 within 25 feet, *(for N. Ocean overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *streets and waterways are excluded from this distance THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: T,n_ t- 3_fg 1 ork 1, plot SWORN TO AN DESCRIBED BEFORE ME THIS DAY OF 4 �W- Deborah E Robinson My commission DD088674 01 ne Expires February 03, 2006 MY COMMISSION EXPIRES: ms /yvonne /appforms /affidavit/6/ 13/00 20C_ 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Adiacent Property Owners Owner Name Vehslage Stephen T. Peleg II FL Dean S. Turner Situs Address Parcel Control Number 3512 North Oleander Way 20- 43- 03 -06- 000 -0530 3433 Gulfstream Road 20- 43- 03 -06- 000 -0520 3430 Oleander Way 20- 43- 03 -07- 000 -0481 Legal PL Showing Gulf Stream PROP 2 LT 53 Gulf Stream PROP No 2 LT 52& Gulf Stream PROP No 2 REPL of Gulf Stream PROP No 2N 74.94 FT of LT 48 Merrill Barrant V. & Martha P. 3525 Polo Drive 20- 43- 46 -03- 002 -0080 PL 1 Polo Fields LT 6 BLK 2 Ewald Carolyn T. 3450 Gulf Stream Road 20- 43- 46- 03 -03- 001 -0020 PL 1 Polo Fields LT 2 BLK 1 Bennett Gail K. 450 Banyan Road 20- 43- 46- 03 -03- 001 -0040 PLAT No 1 Polo Fields LT 4 BLK 1 Dooney H. Peter 3443 Polo Drive 20- 43- 46- 03 -03- 001 -0050 PLAT No 1 Polo Fields LT 5 BLK 1 Sorvas Timothy E. 333 Banyan road 20- 43- 46- 03 -03- 002 -0010 PL 1 Polo Fields LT 1 BLK 2 RECEIVED JUN 2 8 2002 Tom of Guff Stream, 10 &Adhg DsparWw t 'TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH. JR., Mayor JOAN K ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH AGENT AFFIDAVIT STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) Telephone (561) 276.5116 Fax (561) 737.0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR DECEIVED JUN 2 8 2002 Town of Gulf Strearn, Ft ®L>K *V D"wWW* BEFORE ME THIS DAY PERSONALLY APPEARED (Owner-)Mr. &Mrs James Orthwein_ , WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON (S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: Lot 3, Block 1 Plot Number 1, Polo Fields 13 AGENT'S /(S) NAME: Thomas M. Kirchhoff COMPANY OR FIRM NAME: Thomas M. Kirchhoff, AIA, P.A. AGENT'S ADDRESS: 1907 Commerce Lane, Suite 106 Jupiter, Florida 33458 AGENT'S PHONE: (5 61) 575-9994 FURTHER AFFIANT SAYETH NOT. (OWNER SIGNATURE) rA",j alvN� SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF ��) , 20 U-). e'- A� YVONNE ELAINE CHAVEZ y w MY COMMISSION # CC 881474 MY COMMISSION EXPIRES: ms /yvonne /appfomis /affidavitowner /8/2/00 100 SEA ROAD, GULF STREAM, FLORIDA 33483 SENT BY: 9 -10- 1 : 3 :27PN1 : 91982922097 ;9 3/ 6 EIL'p;ired by and return to: Peter IL Carney Attorney at Law Crystal Title & Escrow Co., Inc. 811 George Bush Blvd Delray Beach, FL 3341!3 File Number. 2001 -003 Will Call No.: AbuWrhis Lim l or Recnldnq L)auI_ Warranty Deed RECEIVED JUN 2 8 2002 Town of Gutt Stream, i°L BuikiiN Deppatfifn" This Warranty need trade ]hum day of September, 2001 between Douglas C. Hornberger and Mary Hurnherger, hughand and wife whose post office address is 330 Banyan Road, Gulrstream, FL, grantor, and James B. Orthwcin and Jane R. Ortbwein, hushand and wife whose post office address is 330 Banyan Road, Gulfstream, FL, grantee: ( ld the rr utoA heron the rerrfccist rani , tru%ts ind- "'C's"k oil the P.ttiea to this Inlbum l .rid the heir., lain! rsprorntuivrn. ■nd u.ig_ of irdividuat>, .ud dx w�.:easun and araips of cnrlx,ntian, W,q and traalmj Witnesseth, that said grantor, (or and in consideration of the sum of TEN AND N01100 DOLLARS (E10,00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land. situate, lying and being in Palm Beach County, Florida to-wit: Lot 3, Block 1, POLO FIELDS, PLAT NO. 1, according to the Plat thereof on rite in the office of the Clerk of the Circuit Court in and for Palm Beach County, Florida, recorded in Plat Book 26, Page 13; said lands situate, lying and being in Palm Beach Cuunly, Florida. Parcel Identification Number. 20 -43-46 -03-03 -001 -0030 Subject to taxes fur 2001 and subsequent years; covenams, conditions, restrictinns, ettsements, regcrvatiuns and limitations of record, if any. Together with all the Icnements, hcreditaments and appurtenances thereto b0criging or in anywise appertaining, To Have and to Holt!, the same in fee simple forever. And the grantor hcrchy covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the granlor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims or all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2000. In Witness Whereof, grantor has hereunto set grantor's hand and seal the duy and year first alwvc written. Signed, scalef and delivered in our presence: i W trte N Witness Namc. S ,L Wiln s 1 . mc: _(Sent) Dougl s C. Hornbcrger /t _1 (Seal) IIM� Ham rger DoubleTime. ,.SENT BY: 9 -10- 1 : 3 :27PN : 91982922097:$ 4i 6 State of North Carolina ``ttttttltllll my of LPJ SHP ',, �,.a••..,, or4oing irnstrumcnt was acknowledged before me this ._20 day of September, 2001 by Douglas C Ho-rgL,, who ,tt,enranalty known or X h r,,Q,• -� ARY9... [ J as produced a dnvcrs license as identification. _ % fN °taly�Soat] Notary Public PuBJG ,� Z ` Printed Name: ''•r ..... ••' - ^ O, \N � My Commission Expires: � 2— 2� O VSt?tie of Notch Carolina County of 1.IDD-Iv--� '1'hc foregning instrument was acknowledged before me this day of September, 2001 by Mary C Hornberger, who is personally known or [XI has produced a driver's license as--identification. [Notary Sea]] Notary Public Priniod Namc: 1 S My Commission Expires: y0Tq,4.':ycn Cr, = !' G . T\( �J' .`• W."."fy U...r. F." ] DouDleTime• `Auuq W wkr� 9.w. 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 - Ph: 561- 471 -9863 , Fax: 561 -471 -5075 e -mail: dwcoeng @bellsouth.net DATE: October 31, 2003 TO: Town of Gulfstream FROM: Doug Winter, P.E. MEMORANDUM •RECEIVED• NOV - 3 2003 RE: Orthwein Residence Town of Gulf Stream, FL 330 Banyan Road Gulfstream, FL Attached please find a record drawing for the Orthwein residence site grading and drainage which reflects some field adjustments that were made during construction of the residence. Our review of the site grading and drainage is that it is in substantial compliance with the original site grading and drainage plan and that the field adjustments that have taken place allow the drainage to function in a manner similar to the original design. Should you have any questions please feel free to contact this writer at this office. Sincerely, ':gad GruL-er, P.E. Douglas C. Winter, P E. Florida Registration Number 57466 Floridti Registration M,1.mber 35658 Civil / Environmental / Agricultu al Engineering *Water Resources / Land Developmew . Groundwater Hydrogeology lVetland / Upkind Habitat -, Project Permitting / Management *. Golf Course Renovation / Construction v Color Renderings THOMAS M. KIRCHHOFF, AIA, P.A. A R C H I T E C T November 4, 2003 Mr. Bill Thrasher Town of Gulfstream 100 Sea Road Gulfstream, Florida 33483 RE: Orthwein Residence 330 Banyon Road Gulfstream, Florida Dear Mr. Thrasher: I have reviewed the completed residence at the above reference address and confirmed the eave heights and roof height to be consistent with the requirements of the construction documents. Please feel free to contact me if you should have any questions. Sincerel obert ler Project Architect NOV y 4 2003 Town of Gulf Stream, FL 1907 COMMERCE LANE, Sum 106 • Jupffm, FLORIDA 33458 FLORIDA REGISTRATION AA 0002470 • (561) 575 -9994 • FAx (561) 575 -9845 PALM BEACH COUNTY PLANNING, ZONING & BUILDING DEPARTMENT BUILDING DIVISION DRAINAGE CERTIFICATE OF COMPICEIVED• NOV - 3 2003 PERMIT NUMBER Town of Gulf Stream, FL LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGE 13, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. CERTIFICATION Based upon field review under my responsible charge and review of the final survey as required by the Building Division, it is my professional opinion that the lot grading has been constructed in substantial accordance with the approved drainage plan for the subdivision and /or the drainage control points referenced on the individual lot site plan or construction - layout survey on file with the Building Division. Paul D. Engle Professional's Name 5708 Registration Number OCTOBER 24, 2003 As of this Date 2601 North Federal Highway Delray Beach, Florida 33483 Address (561) 276 -4501 Phone iZ j 1) r, 6 Signatur SEAL ��t v ��: 1 0 1 3 , 1 0 3 0 P L P A / O ? C - N 0 ? 6 v d N I p Q ��N A ) a e o o Z E N 0 9 6 U o p s o f i l f t o Y 1 n 1 P r o p e r t y A d d r e s s : O w n e r : l u - �� / n T o w n o f G u l f S t r e a m , C e r t i f i c a t e o f O c c u p a n c y C h e c k L i s t M �� T h e f o l l o w i n g w i l l b e r e q u i r e d o r i n s p e c t e d p r i o r t o r e l e a s e o f a C e r t i f i c a t e o f O c c u p a n c y : i ' ��x ����f c r �� : : ? - . J : 1 ! �� 1 C K . ��- . } ��T , % . . ��i Y . . : 1 �� A i ���� F . % g R . * r Y T h S ������' ! 1 6 M t ` ����r f . . ��" 4 . ? F S " . 4 C o u n t y I n s p e c t i o n s F i n a l I n s p e c t i o n p a s s e d b y P a l m B e a c h C o u n t y y o Y D r a i n a g e A c o p y o f t h e a s - b u i l t d r a i n a g e p l a n a n d E n g i n e e r ' s l e t t e r i s r e q u i r e d f o r T o w n r e c o r d s ; s t o r m d r a i n s a r e i n s p e c t e d f o r c o n s t r i c t i o n d e b r i s . A d r a i n a g e i n s p e c t i o n w i l l b e c o n d u c t e d . q f I A - A : A J , - A r c h i t e c t u r a l I n s p e c t i o n f o r c o m p l i a n c e w i t h p r e v i o u s a r c h i t e c t u r a l a p p r o v a l s ( c o l o r , s t y l e , h e i g h t , e t c . ) . C o m p l i a n c e w i t h c o n d i t i o n s o f a p p r o v a l s o m e a p p r o v a l s r e q u i r e d c o v e n a n t s b e f i l e d , l a n d s c a p e b u f f e r i n g b e p r o v i d e d , a r c h i t e c t u r a l c h a n g e s b e m a d e , e t c . L a n d s c a p i n g C o m p l i a n c e w i t h a p p r o v e d p l a n s ; a l l c h a i n l i n k f e n c e s m u s t b e c o m p l e t e l y s c r e e n e d w i t h p l a n t m a t e r i a l s ; b u f f e r i n g i n s t a l l e d i f r e q u i r e d ; n o s i g n i f i c a n t m a t e r i a l s i n r i g h t - o f - w a y ; s a f e s i g h t c o r n e r s ; e t c . C o n f i r m a t i o n t h a t a l l p e r m i t t i n g r e q u i r e m e n t s h a v e b e e n m e t f o r e x a m p l e : D O T d r i v e w a y p e r m i t s o n A I A , f i e l d p e r m i t f r o m D E P f o r l a n d s c a p i n g o r f e n c i n g s e a w a r d o f C C C L . C o n f i r m a t i o n t h a t w a t e r s y s t e m c a p i t a l c o n n e c t i o n c h a r g e s h a v e b e e n p a i d . I n s p e c t i o n f o r d a m a g e t o r o a d s a n d T o w n s t o r m d r a i n s y s t e m . p " ) 3 E l e v a t i o n C o p y o f e l e v a t i o n c e r t i f i c a t e . ��v K , 4 S e t b a c k s C o p y o f t i e - i n / f o r m b o a r d s u r v e y , u n l e s s s e t b a c k s a r e s h o w n o n a s - b u i l t s H e i g h t C e r t i f i c a t i o n b y t h e p r o j e c t a r c h i t e c t , e n g i n e e r o r s u r v e y o r t h a t t h e e a v e h e i g h t a n d r o o f h e i g h t a r e c o n s t r u c t e d a s s h o w n o n a p p r o v e d a r c h i t e c t u r a l p l a n s . C o n f i r m t h a t a l l p e r m i t r e q u i r e m e n t s f o r G u l f S t r e a m l i f t s t a t i o n h a v e b e e n m e t P r D r i v e w a y P e r m i t a n d R e m o v a l A g r e e m e n t D e p u t y / c o n s t i t e m s / C o c k l s t 3 / 2 1 / 0 2 C / O I s s u e d - 4047 Okeechobee Blvd., Suite 222 • West Palm Beach, FL 33409 • Ph: 561 -471 -9863 • Fax: 561 - 471 -5075 e -mail: dwcoeng @bellsouth.net DATE: November 4, 2003 TO: Mr. Bill Thrasher Town of Gulfstream FROM: Doug Winter, P.E. RE: Orthwein Residence 330 Banyan Road Gulfstream, FL MEMORANDUM •RECEIVED• NOV - 5 2003 Town of Gulf Stream, FI- Attached please find a record drawing for the Orthwein residence site grading and drainage which reflects some field adjustments that were made during construction of the residence and has been updated per our discussion and coordination with Daniels Brothers. A roof drain and yard drain noticed during final site observations were inadvertently omitted. The on -site storm drainage system can retain 1" storm runoff in the exfiltration trenches and additional on -site retention occurs with site grades. Should you have any questions please feel free to contact this writer at this office. Sincerely, had Gruber, E. Florida Registration Number 57466 Douglas G. Winter, P.E. Florida Registration Number 35658 Civil /Environmental /Agricultural Engineering . Water Resources /Land Development . Groundwater /Hydrogeology Wetland / Upland Habitat • Project Permitting / Management . Golf Course Renovation / Construction . Color Renderings INTER- OFFICE MEMORANDUM TOWN OF GULF STREAM, FLORIDA OFFICE OF THE TOWN CLERK RITA TAYLOR DATE: 7 -25 -02 TO: RE: ORTHWEIN REVISION 330 Banyan There is no drawing to show the revision of the FFE. The change appeared on the construction drawings that were presented for a building permit. The ARPB approved the change that added 9 inches on top of the existing slab. COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH July 12, 2002 Town Commissioners TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Re: ARPB File #002 -12; 330 Banyan Road; Mr. & Mrs. James Orthwein Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR The application, which is being presented to you today, was reviewed by the ARPB on May 23, 2002. At that public hearing a motion to approve a Level II Architectural /Site Plan was passed unanimously with the following conditions: 1. Revised roof material for cabana submitted to Town Manager for approval. 2. The reduction of the width of the driveway to less than 20 feet wide in order to screen third bay of the garage from road view with plant material. 3. PBC Health Department approval of the septic system shall be required prior to issuance of a building permit. 4. Gulf Stream Driveway Permit and removal agreement prior to issuance of a building permit. During the application process, the plans appeared to require a Level II approval. Since that meeting, work was begun on the demolition of the existing home prior to a construction permit being issued. It was not apparent from the architectural drawings, to the staff or the ARPB members, that to add this amount of square footage and other improvements it would be necessary to have such extensive demolition. With this amount of demolition, a Level III approval is required. The applicant, architect and staff have discussed this situation thoroughly and have been working cooperatively together. William H. Thrasher Town Manager 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Architectural Review & Planning Board Page 3 Regular Meeting and Public Hearing July 25, 2002 Mr. Marsh felt that roof height could be much better controlled if the "preferred ", "discouraged ", and "prohibited" sections of the Design Manual were removed regarding eave heights and an acceptable measurement of 12' from the top of the finished floor to the top of the tie beam would give the best proportioned structure. With regard to two story structures, Mr. Marsh recommended a measurement of 24' from the top of the finished floor of the first story to the top of the tie beam. Mr. Marsh believed the maximum roof height for single story structures should be 22' and 30' for two -story structures. It was also suggested that to better control mass, the code be changed from floor area ratio to cubic volume, or measurement. Attorney Randolph advised that the board should decide if they want to set firm standards as in the Design Manual or allow more flexibility in design and control the mass through zoning and height restrictions. Chairman Wheeler and the Board thanked Mr. Marsh for his presentation. They all thought it was very helpful but, due to the fact that half of the board was absent, it was suggested that the Town Commission and the ARPB have a joint meeting to make the recommended changes. 2. Addition of encouraged elements of design in the Manual There was no discussion in relation to this item. B. Items Related to previous approval 1. 330 Banyan Road - Change of Finish Floor Elevation Town Clerk Taylor administered the Oath to Bob Slyer and Mike Daniels, agents for Mr. and Mrs. Orthwein. Mr. Syler explained that the original approval for the existing FFE was 7'6" with the ridge at the top of the roof being 2718 ". He advised that extensive plumbing changes are necessary and the existing slab would have to be cut away in so many areas that it would not support the new structure. As a result, it was determined that it would be more economically feasible to pour a new slab over the existing after the new plumbing is installed. This would raise the slab 9" to 813 ". Chairman Wheeler asked that if the application had originally come in for approval with the FFE at 8'3 ", would there have been any problems. Mr. Thrasher said probably not, reminding that the application had previous ARPB and Town Commission approval. When adding 9 inches to the slab, the FFE will still conform to the Code. Mrs. Strawn asked how high the ceiling would be. Mr. Syler said it is 13 feet. The Board all agreed the design will be a nice improvement and that the new FFE is acceptable. NOV- 05- 2003(WED) 11:22 DRNIELS BROTHERS INC 21ild is,s (FRX)561 697 4711 P 0021004 4047 Okeechobee Blvd., Suite 222 • West Palm Beach, FL 33409 • Ph: 561471 -9863 • Fax: 561€71 -5075 e -mail: dwcoeng @bdlsouth.net MEMORANDUM DATE: November 4, 2003 TO: Mr. Bill Thrasher Town of Gulfstream FROM: Doug Winter, P.E. RE: Orthwein Residence 330 Banyan Road Gulfstrcam, FL 0RECENEC. 'o " 5 W Town 01 Gulf Stream, Fl- Attached please find a record drawing for the Orthwein residence site grading and drainage which reflects some field adjustments that were made during construction of the residence and has been updated per our dis ssion and coordination with Daniels Brothers. A roof drain and yard drain noticed during finaLsite observations were. inadvertently omitted. The on -site storm drainage system can retain 1" storm runoff in the exfiltration trenches and additional on -site retention -occurs with site grades. Should you have any questions please feel free to contact this writer at this orl ice. Sincerely, 4hadruber, E. Florida Registration Number 57466 Douglas G. Winter, P.F. . Florida Registration Number 35658 Civil / Environmental / Agricultural 6nglncering - Water Rosoarms / Land Decwlopment 0 Groundwater / Hydrogeology Weiland / Upland Habitat - Protect Permitting / blanagement : Coif Course Renovation / Construction • Color Renderings FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1.7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BUILDING STREETADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I 330 BANYAN ROAD CITY STATE ZIP CO, GULF STREAM FL 33483 C F a_ D • PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) ��,, LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS (PLAT BOOK 26, PAGE 13) NJOV — 3 2003 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc Use a Commends area, if necessary.) RESIDENTIAL Town of Gulf Strpam, FL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##° or ##.) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMuIUNRY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE TOWN OF GULF STREAM 125109 r PALM BEACH FL B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. 9JFFIX B6. FIRM INDEX DATE EFFECTIVEPEIASED DATE B8. FLOOD ZONES) (Zone A0, use depth of Aoodng) 125109 0001 D 9i3Ur82 9(.i0B2 A5 7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' ®Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Seled the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, ARIAH, AR/AO Complete Items C3.-aA below according to the budding diagram specified in ftem C2 State the datum used. If the datum is dtrf(erent from the datum used for the BrE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NIA ConverskxVComments NIA Elevation reference mark used NIA Does the elevation nefiererce mark used appear on the FIRM? ❑ Yes ®No • a) Top of bottom floor (inducing basement or enclosure) 8. 3 fL(m) Cn • b) Top of ned higher floor NIA. _ft.(m) W.2 • c) Bottom of lowest horizontal structural member (V zones only) NIA . W o 0 • d) Attached garage (top of slab) 7. 7 f ,(m) E • e) Lowest elevation of machinery and/or equipment W ca servicing the building (Describe n a Comments area) 7.7 ft.(m) E • f) Lowest adjacent (finished) grade (LAG) 6.8 ft(m) z' O) • g) Highest adjacent (finished) grade (HAG) Z. P.0) C • h) No. of permanent openings (flood vents) within 1 ft above adjacent grade WA • t) Total area of all permanent openings (flood vents) in C3.h NIA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001, CERTIFIERS NAME PAUL D. ENGLE LICENSE NUMBER 5708 TITLE SURVEYOR & MAPPER COMPANY NAME O'BRIEN, SUM & O'BRIEN, INC. ADDRESS CITY STATE ZIP CODE 2601 NORTH FEDERAL HIGHWAY DELRAY BEACH FL 33483 SIGNATURE R � n D ^ DATE TELEPHONE - �! I 10/24103 (561) 2764501 IMPORTANT: In these spaces, copy the corresponding information from Seddon A For lnsuanoe Company Use BUILDING STREET ADDRESS (kmdud M Apt, Unt, Suke, mibr Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 330 BANYAN ROAD CITY STATE ZIP CODE Comparry NAIL Number GULF STREAM FL 33483Y SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WIT HOUT BFE) For Zone AO and Zone A (without BFE), complete items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number —(Select the building diagram most similar to the building fa which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) [:]above or [:]below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (seepage 7), the next higherfloor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ t(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who cornpletes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO must sign here. The statements in Sedions A, 8, Q and E are corned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the corrmuniys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided fa community floodplain management purposes. G8. Elevation of as-built lowest floor (including basement) of the building is: fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments