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Home My Public Portal About06-0042 SchellInspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. aQ - ! ! 3`4 2. Date Requested: 0 44 -2 I 0 La Owner's Name: , Date Needed: (J y Li - c.) S U i e_ Gen. Contractor: += x -=-c1- .� cS Subcontractor' Contact Number: CI 1'-■ r S 9 2 (" 013 Location: �O r + Av Date of Inspection: Comments: kszis 11 4,4y-A ti,r: 4/.)/a ffi>.' J A CL T On 04- Type of Inspection: -t- c: Time of Inspection= Inspection Report City of Tybee Island 403 Butter Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 1 Fax: 786-9539 Permit No f (c), - 0,01+ Z SCk I i Owner's Name: Date Requested: 02 - . £ - l.) ceD Date Needed: Q3Q 4a r.,F:rt.) Gen. Contractor: v ;ubco ntracto r: `k��.o S o'P '- Contact Number: h r., ✓ G2, \p..,° �- I - 'l 3 3 Location: or-- A V e Date of Inspection: Comments: Inspector: Type of Inspection: sad Time of Inspection: ' 1 J r, r n o --r a C_ Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 7 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No, 1) (o - O O 2. Date Requested: O Z - "22- Owner's Name: SC Ls- I I Date Needed: ;7 2 - 23- J b e cis.- 0 1 E Pry r ¢� Gen. Contractor: L x 4 er :5 es Subcontractor: Contact Number: C i, r 5 q 2 1 - 0 7 3 Location: (a C--0 r 4- A v ei . Date of Inspection: Comments: Inspector: Type of Inspection: _Sur r J Tra iv a A-cs$ Time of Inspection! " Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. D (t- OOH ).- Date Requested: 0 4 - Z -1- o (o Owner's Name: SC ��p . i ( Date Needed: (9 +-f - 2 S - O C QOQS,1,0 rvv^, re- Gen. Contractor: it k.1.er , U r S Subcontractor: cIr,S 92 1- 0^73,3 Contact Number: Location: LA O r 4 - e) Date of Inspection: Comments: i ncnPCtn r. r- --- G:79' -7bo Type of Inspection: jJn r 3 Time of Inspection= DATE ISSUED: 01 -25 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT ADD SUNROOM 6 FORT AVE TAREY & PRISCIL SCHELL 309 LONGER DR PEACHTREE CITY GA 302691225 COASTAL EMPIRE EXTERIOR 12127 APACHE AVENUE SAVANNAH GA 31419 300 P $ 268.00 $31,522.00 PERMIT #: 060042 TOTAL BALANCE DUE: $ 268.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org JAN -03 -2006 10:59 O- 0042 CITY OF TYBEE ISL. CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 912 786 9539 P.01/03 oftmA Location: Fnr 7 A-v.Q e 1 `Dki via_ PIN # C'j bb 71) -61 -064 y NAME ADDRESS TELEPHONE Owner V(ISCato,,±10k 5 1�1 , j, 4 FQr4 Avz (DtpDq.-7 N I Pt Architect or Engineer N 1 1t N 1 A Building Contractor C oa&Ftt I pay i f42, )c.+E{I of I Zl'71 406c-hi .Jt v t rt qI Z 92 f 6-133 (Check all that apply) ❑ New Construction ❑ Duplex ❑ Residential ❑ Footprint Changes ❑ Other ❑ Renovation Minor Addition n r ()Dr( • Single Family Substantial Addition ❑ Commercial / Multi- Family ❑ Repairs L- ❑ Demolition -1 ) 109 -c\ l (O 1) X 1c3 5OI i Sfirct I cj 1 SU1lroom) vuhtfe, L Grac L F V)SUIofiR nc tz o- y) (Enter appropriate number) (4) Masonry (6 Other (please specify) (5) Steel & Masonry Estimated cost of Construction: $ Construction Type (p ) (1) Wood Frame (2) Wood & Masonry (3) Brick Ven Proposed use: q''CiC:1),M Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units f # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories 1 Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. JAN -03 -2006 10:59 CITY OF TYBEE ISL. 912 786 9539 P.02/03 During construction: n On -site restroom facilities will be provided through N / #� • On -site waste and debris containers will be provided by 61024": CC 7(OlI Em fire L c+ •. Construction debris will be disposed by Q E t at 06411 by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: Signature of Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? NFIP Flood Zone Existing FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Offic Water /Sewer Storm/Drainage Inspections City Manager Date 0 /- -?Vt'' FEES Permit l 7S ao Inspections 73 . Water Tap Sewer Stub Aid to Const. TOTAL JAN -03 -2006 10:59 CITY OF TYBEE ISL. 912 786 9539 P.03 /03 REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. 9 Applicant name: kRSba Su.) %,(4) Project l.D.: Attachments approved by: Date: TOTAL P.03 ..157-Tar 641.' 419 W74 FORT AVENUE 80 R/W N 70'13:21"E 10? 4 thnc supivr qtr 11419919( LOT 3 6 7 - --...4-.4•41,7111111 2 7029.21"Fl 07.39' BATTERY AVENUE 60 R/W (UNOPENED; T.OT 2 PLAT OF LOT 3, MARSH OAKS SUBDIVISION, FORT SCREVEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA sTagrT ADITTMS 6 POI-tt AVL X 410:21FNCIO: SUR 14- 5 45 accoEVING TO THE 17 1 R :USED 8,/tv/5$ 11115 LOT 1 ir/FR:N 7-1F WAR rtkor 11)Nat t 4.- . 'EU V 1 3. WHITLEY &MOWS LAND 5:.RVEYOR 63t STEPHENSON' AvEv,..fr surrt c SAV?-4NNAH GEORGIA 34O5 TELEPHONt: 912 -0464 PAX. .12--•352-- 778-; 'react 'CM EQ111EMIERT, TOPCON AP -L14 / ERROR OF Cyflt..-Rc: UREA& ANC -",/Aral PLAT: I / 65.710 n 3(1 SCALI 1 30' VATt: WARCH d aCOI FIX RO 01 -20 21111111119419=4494=119.. NOTE: I) DETAILS ARE APPLICABLE FOR FOUR SEASONS HIGH WIND DRAWINGS (140 MPH EXP C) WITHIN THE ROOM 512E AS NOTED ON THE SHOP DRAWINGS. 2) DETAILS ARE ONLY APPLICABLE TO THE 230 EASY LIVING STANDARD PRODUCT, MANUFACTURED BY FOUR SEASONS SOLAR PRODUCTS, LLC. PRODUCTS SHALL BE CONSTRUCTED IN ACORD- ANCE WITH STANDARD DRAWINGS < THESE DETAILS. DETAILS ARE APPLCABLE ONLY TO PRODUCTS THAT FALL WITHIN THE RANGE SHOWN ON THE ENGINEERING CHARTS. 'wort SLAB ea q' co. Q49O �o� very effort has been made to identify 4' code violations, no oversight by the ��a�� reviewer sh, 1'. be com.:3 Lried as authority Ve to violate, cancel, alter or set aside any applicable codes or ordinances, The review and permit should not be construed as a warranty or guarantee. Chatham County. REVIEW FOR CODE COMPLIANCE RIDGE BEAM SUPPORT COWMN (70P) OU051DE EDGE OF SLAB DIAMETER HILT! RWIK BOLT II 5TMNLE55 STEEL OIPAN510N ANCH00 .W MINIMUM 2 EMBEDMENT (ONE ON EACH SIDE or UTE 11 AND THREE FOR GPNW) FOR ADOMONAL INFORMATION SEE STANDARD DRAWING (TYP) GPN W CaG -WI.4 W1.4 g ® CENTER OF SLAB 3000 P5) MIN. CONCRETE FLOOR n 51A0 ANCHOR DOLT 0-171 O1 TYP PERIMETER FOUNDATION DETAIL (LITE H/6FNW) NOM 5.1 FINISHED GRADE Reviewed • By 4 )- FOR AODT. INFORMATION 50E FUN VIEW DIAMETER HILTI OAK BOLT 11 5TA0N1055 STEEL EXPANSION ANCHOR .✓ MINIMUM 2 f. EMBEDMENT (ONE ON EACH 510E OP UTILITY H AND FOUR FOR 70P P057) FOR ADDITIONAL INFORMATION 5EL STANDARD DRAWING (TYP) `• P •'., - ; \\ RRI 6 MIL VAPOR DAER COMPARED FILL PERIMETER RG BEYOND EXTEND PERIMETER 1001IO2 RONPORCEMENT THRU 3' CIR. OTYP CATHEDRAL ROOM RIDGE BEAM SUPPORT POST FOOTING ( UTILTY H(7SP) OT TO ICML 01.1T510E 006E OF 5LAB O iJa 2 Gs e t• G. • DG ANCHOR BOLT (1)0) 0 TOTAL RI020 BEAM SUPPORT COLUMN (7001 f1N15HE0 GRADE O 9 No. 1027E 7 .FNC E F'G . PLAN VIEW DIAMETER 11110 KM BOLT R 5(010055 5(00. ERPAN51014 ANCHOR .F MINIMUM 2)' EMBEDMENT (ONE ON EACH 510E OF UTI0TY 11 AND FOUR FOR 7TD PO5T) FOR ADDITIONAL INFORMATION BEE STANDARD DRAWING (TYP) FOR AMA INFORMATION SEE 5 EXTEND PERIMETER FOOTING REINFORCEMENT ♦HRI) 3' CUL 2• C 4' 6 MIL 0APOR BARRIER COMPACTED FILL c21UapY_ (9 TYP CATHEDRAL ROOM RIDGE BEAN SUPPORT POST FOOTING (UTILITY h W/7T5) NOTTO SCNt ALL CONSTRUCTION MAST COMPLYWITHTHE SST ,10.94 +; � Ti' U C ONE AND TWO FAMILY C ELLiI,G `.ODE znat, EDITION AND STATE OF GEORGIA AMENDMENTS Flood hazard zone A. BFE No interior fnishos, wails designed to allow entry and exit of water, no mechanical equipment. Only parking, limited storage and building access below BFE. / L / 21 N 2 s l i DRAWN 5Y, A5 REVIEWED EY: A5 HECIION DETPIl5 FOR SERIES DATE: 2 -25-04 REV DATE DRAWING NAME: DETAI LS 57100) 1 or 3 FLA5HING (8Y OTHERS) DENOTES PORTION OF EXISTING FRAMING TO BE REMOVED (2) e' x 2 I /2' LONG LAG SCREW Q 10 O.C. NEW FOUR SEASONS ROOF PANEL NEW PLYWOOD SHEATHING, TO MATCH EXIST. FASTEN TO END OF RAFTERS w/ 3 ROWS 8d NAILS EXISTING ROOF FRAMING NEW FOUR SEASONS RIDGE FASTEN TO (2) 2x8 LEDGER IN ACCORDANCE W1TH SUNROOM DETAILS NEW SIMPSON STRONG TIE H2.5 HURRI E ANCHOR AT EACH RAFTER NEW (2) 2x8 LEDGER FASTEN TO ENDS OF EXISTING RAFTERS (OR EXIST TOP PLATE) w/ (2) p DIAMETER LAG BOLTS w/ MIN 3' EMBEDMENT. (COUNTERSINK BOLTS) aQ 16" ON CENTER SEE NOTE I . FOR ALTERNATE FASTENERS TYP SUN * SHADE STRAIGHT SAVE CONNECTION DETAIL AT EXIST STRUCTURE NOT TO SCALE NOTE: 1. WHEN FASTENING TO MASONRY OR CONCRETE, FASTEN SUNROOM RIDGE DIRECTLY TO MASONRY WITH (2) a" DIAMETER x 3' LONG HILTI METAL HIT ANCHOR (2 f" MINIMUM EMBEDMENT) AT 16" O.0 STAGGERED. 2. DO NOT FASTEN RIDGE DIRECTLY TO MASONRY VENEERS. NOTE: CONNECTION DETAILS ASSUME THAT THE EXISTING STRUCTURE HAS BEEN ADEQUATELY DESIGNED AND CONSTRUCTED FOR EXISTING LOADS. IOTE: DETAILS ARE APPLICABLE FOR FOUR SEASONS HIGH WIND DRAWINGS ((40 MPH EXP C) WITHIN THE ROOM SIZE AS NOTED ON THE SHOP DRAWINGS. 2) DETAILS ARE ONLY APPLICABLE TO THE 230 EASY LIVING STANDARD PRODUCT, MANUFACTURED BY FOUR. SEASONS SOLAR PRODUCTS, LLC. PRODUCTS SHALL BE CONSTRUCTED IN ACORD- ANCE WITH STANDARD DRAWINGS 4 THESE DETAILS. DETAILS ARE APPLICABLE ONLY TO PRODUCTS THAT FALL WITHIN THE RANGE SHOWN ON THE ENGINEERING CHARTS. 5/5" NEW FOUR SEASONS ROOM 02 NEW FOUR SEASONS RIDGE BEAM 4 CONNECTION SEE SUNROOM DETAILS FOR. ADDITIONAL INFORMATION (SEE NOTE I .) NEW SHEATHING TO MATCH EXISTING SHEATHING TO EMEND TO TOP OF EXISST WALL SHEATHING DENOTES PORTION EXISTING FRAMING TO TO BE REMOVED 10 IO 2 r .. i �i 11 I/2" N I uT x 3' x13' ALUMINUM CLIP ANGLE (6063 -T5 ALLOY) BY OTHERS • e" DIAMETER LAG BOLT w/ 3' MIN EMBEDMENT. 4 BOLTS IN RIDGE BEAM CUP 4 2 BOLTS IN CUP ANGLE 6 BOLTS TOTAL AT CONNECTION SEE NOTE 2 PER ALTERNATE FASTENER - Yr< 11)11.h's (9��ENCE - §" T X50. 15143 PROFESSIONAL `r1VG /N�E� EXISTING ROOF FRAMING NEW OR EXISTING GABLE END WALL IN ACCORDANCE TO LOCAL BUILDING CODE. PROVIDE MINIMUM 3 -2x4 STUD COLUMN AT SUNROOM RIDGE BEAM IN ALL INSTANCES NEW OR EXISTING CRICKET FRAMING IN ACCORDANCE TO LOCAL BUILDING CODE TYP SUN 4 SHADE CATHEDRAL MODEL CONNECTION AT EXIST STRUCTURE NOT TO SCALE NOTE: 1. ALUMINUM CUP ANGLE 15 ONLY REQUIRED WHEN USING 7' RIDGE BEAM, WHEN U51NG THE 12' RIDGE BEAM. CLIP ANGLE 15 NOT REQUIRED. TOTAL NUMBER OF BOLTS AND BOLT SIZE DOES NOT CHANGE). 2. WHEN FASTENING TO MASONRY OR CONCRETE, FASTEN SUNROOM RIDGE BEAM W/ MINIMUM (3) a OIA. x 3" LONG HILTI METAL ANCHOR. 3. DO NOT FASTEN RIDGE DIRECTLY TO MASONARY VENEERS ALL CONSTRUCTION MUST COMPLY WITH THE SSTD (0 • `i4 - ArID TH- IFn )NE ANDTWO FAMILY ur'W'LLLiliu CODE 2ektv EDITION AND STATE OF GEORGIA AMENDMENTS I�t 0 � o / DRAWN BY: A5 REVIEWED BY: A5 DATE: 5 -25 -04 REV OATS DRAWING NAME: DETAILS' SHEET 2 OF3 i N (3) e" x 2 1/2" LONG LAGS SCREW © EACH RAFTER CONNECTION NEW FOUR SEASON ROOF RAFTER RIDGE CUP • FLASHING (BY OTHERS) DENOTES PORTION OF EXISTING FRAMING TO BE REMOVED NEW PLYWOOD SHEATHING, TO MATCH EXIST. FASTEN TO END OF RAFTERS w/ 3 ROWS 8d NAILS EXISTING ROOF FRAMING • NEW FOUR SEASONS RIDGE FASTEN TO (2) 2x8 LEDGER IN ACCORDANCE WITH SUNROOM DETAILS TYP SUN * STARS STRAIGHT SAVE CONNECTION DETAIL AT EXIST STRUCTURE NOT TO SCALE NEW SIMPSON STRONG TIE 12.5 HURRICANE ANCHOR AT EACH RAFTER NEW (2) 2x8 LEDGER FASTEN TO ENDS OF EXISTING RAFTERS (OR. EX15T TOP PLATE) w/ (2) s' DIAMETER LAG BOLTS w/ MIN 3" EMBEDMENT. (COUNTERSINK BOLTS) ON EACH 510E5 OF RAFTERS @30' ON CENTER AFTERWARDS 5EE NOTE I . FOR ALTERNATE FASTENERS NOTE: 1. WHEN FASTENING TO MASONRY OR CONCRETE, FASTEN SUNROOM RIDGE DIRECTLY TO MASONRY WITH (3) e' DIAMETER x 3` LONG HIL71 METAL HIT ANCHOR (2 }" MINIMUM EMBEDMENT) 2. DO NOT FASTEN RAFTERS DIRECTLY TO MASONRY VENEERS. NOTE: CONNECTION DETAILS ASSUME THAT THE EXISTING STRUCTURE HAS BEEN ADEQUATELY DESIGNED AND CONSTRUCTED FOR • EXISTING LOADS. VOTE: 1) DETAILS ARE APPLICABLE FOR FOUR SEASONS HIGH WIND DRAWINGS (140 MPH EXP C) WITHIN THE ROOM SIZE AS NOTED ON THE St-SOP DRAWINGS. 2) DETAILS ARE ONLY APPUCABLE TO THE 230 EASY LIVING STANDARD PRODUCT, MANUFACTURED BY FOUR SEASONS SOLAR PRODUCTS, LLC. PRODUCTS SHALL BE CONSTRUCTED IN ACORD- ANCE WITH STANDARD DRAWINGS k THESE DETAILS. DETAILS ARE APPLICABLE ONLY TO PRODUCTS THAT FALL WITHIN THE RANGE SHOWN ON THE ENGINEERING CHARTS. 5/8" NEW FOUR SEASONS ROOM 1/2" NEW FOUR SEASONS RIDGE BEAM 4 CONNECTION 5EE SUNROOM DETAILS FOR ADDITIONAL INFORMATION (SEE NOTE 1.) 101 n t?, NEW SHEATHING TO MATCH EXISTING SHEATHING TO EXTEND TO TOP OF EXIST WALL SHEATHING DENOTES PORTION OF EXISTING FRAMING TO 5E REMOVED x 3` x 3' ALUMINUM CLIP ANGLE (GOG3 -T5 ALLOY) BY OTHERS e" DIAMETER LAG BOLT w/ 3' MIN EMBEDMENT. 4 BOLTS IN RIDGE BEAM CUP 4 2 BOLTS IN CUP ANGLE G BOLTS TOTAL AT CONNECTION SEE NOTE 2 PER ALTERNATE FASTENER c4-1,1o. 1o143 PROFESSIONAL 8f II4pS 7 EXISTING ROOF FRAMING NEW OR EXISTING GABLE END WALL IN ACCORDANCE TO LOCAL BUILDING CODE. PROVIDE MINIMUM 3 -2x4 STUD COLUMN AT SUNROOM RIDGE BEAM IN ALL INSTANCES NEW OR EXISTING CRICKET FRAMING IN ACCORDANCE TO LOCAL BUILDING CODE TYP SUN * STARS CATHEDRAL MODEL CONNECTION AT EXIST STRUCTURE NOT TO 5C<1E NOTE: I . ALUMINUM CLIP ANGLE 15 ONLY REQUIRED WHEN USING T RIDGE BEAM, WHEN USING THE 12' RIDGE BEAM, CLIP ANGLE 15 NOT REQUIRED. TOTAL NUMBER OF BOLTS AND BOLT 512E DOES NOT CHANGE). 2. WHEN FASTENING TO MASONRY OR CONCRETE. FASTEN SUNROOM RIDGE BEAM W/ MINIMUM (3) e' DIA. x 3" LONG HILTI METAL ANCHOR. 3. DO NOT FASTEN RIDGE DIRECTLY TO MA5ONARY VENEERS ALL Sr_ t© FA , AND STATE OF TION MUST COMPLY WITH THE • -^ NE AND TWO ?oar EDITION GEORGIA AMENDMENTS 0 I* fOUNDATION { CONNECTION DEtMt5 fOR SERIES 230 NIGH WIND (140 KPN fYP. CI PRODUCT UNE l DRAWN BY: AS REVIEWED BY: A5 DATE: 8 -25-04 REV DATE DRAWING NAME: DETAILS 541EET.S 04 3 SERIES 230 SUN $ SHADE STRAIGHT SAVE DESIGN (I 40 MPH EXP.0 NIGH WIND) UNIT SIZED UP TO (26' -O" FRONT WALL MAX. $ 15' -0" PROJECTION MAX.) GENERAL NOTES A. FOUNDATIONS I . ALL SUBSTRUCTURES INCLUDING BUT NOT UMITED TO FOUNDATIONS 4 DECKS. SHALL BE DESIGNED BY OTHERS. 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OP FOURS SEASONS COMPONENTS. THE ACTUAL CONNECTIONS TO SUBSTRUCTURE SHALL BE DESIGNED BY OTHERS. B. EXISTING STRUCTURES I . THE CAPACITY OF THE EX15TING OR NEW STRUCTURE TO RESIST ALL LOADS IMPOSED BY THE FOUR SEASONS ROOMS SHALL BE EVALUATED BY OTHERS. 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF POUR SEASONS COMPONENTS. THE ACTUAL CONNECTIONS TO EXISTING OR NEW STRUCTURES SHALL BE DESIGNED BY OTHERS. C. STRUCTURAL STEM I . ALL STRUCTURAL STEEL CONFORMS TO A5TM A36 OR ASTM A572 GRADE 50. D. ALUMINUM 1. ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005 -T5 MR ALLOY AND TEMPER EXCEPT AS NOTED BELOW: GREAT ROOM 12 RIDGE BEAM 6063 -T6 CORNER COLUMN 6063 -T6 H- COLUMN 6105 -T5 2. ALL STRUCTURAL ALUMINUM WORK CONFORMS TO TART I -4 - SPECIFICATIONS FOR ALUMINUM STRUCTURES • ALLOWABLE STRESS DESIGN. OR TART 1 -5 - 500c1PICA710N5 FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN' Of THE ALUMINUM ASSOCIATION. INC. SEVENTH EDITION. EFFECTWE JANUARY 2000. 3. IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL. PROVIDE DIELETRIC 5E0E0411014. 4. INTERIOR 0000 FANO. FACING L5 ALUMINUM CONFORMING TO REQUIREMENTS FOR 3105-1254 ALLOY AND TEMPER WITH A 0.024 THICKNESS. 5. EXTERIOR ROOF PANEL FACING 15 ALUMINUM CONFORMING TO REQUIREMENTS F00310541254 ALLOY AND TEMPER WITH A 0.024 THICKNESS. 6. ALUMINUM ROOF SKIN PANEL 00021905 ONE COAT Or PRIMER AND ONE COATOF PANT. 7. ALL EXPOSED ALUMINIUM RECEIVES ONE COAT OF 7F?7 MIL THICK PAINT. COLOR TO L5 COORDINATED WITH MODEL AVAILABILITY. E. FASTENERS I . ALL LAG 00175 SHALL CONFORM TO ASTM A36. 2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF Da BOLT DIAMETER INTO STRUCTURAL FRAMING (0-.45 MIN.) 3. LAG 00155 AND SCREWS INTO W(300 FRAMING SHALL BE PROVIDED W1TH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES 157 DRIVING WITH A HAMMER 4. ALL EXPANSION ANCHORS SHALL 06 DESIGNED (BY OTHERS) IN ACCORDANCE WITH THE SPECIFIC MANUFACTURERS REQUIREMENTS AND ALLOWABLE 1OAD5 AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER 5. ALL FASTENERS CONNECTING ALUMIMUM COMPONENTS ARE STAINLESS STEEL TYPE 300 I3-6 UNLESS OTHERWISE NOTED ON PLANS. F. GLASS 1. GLASS UNITS CONSISTS OF IWO PANES OP ( /0' THICK TEMPERED GUA55 WITH A 5/0' STAINLESS STEEL SPACER BETWEEN PANES WITH AN ARGON FILL. 2. GLASS CONFORMS TO A5TM 01300. 3. ALL MC - 16 CLEAR ARGON ROOF GLASS HAS THE 000,0 WING MINIMUM PROPERTIES VISIBIUTY TRANSMITTANCE - 16% SOLAR TRANSMITTANCE - 10% ULTRAVIOLET TRANSMITANCE - 7 % VISIBLE OUTSIDE 40)120TMTY - I1 % VISIBLE INSIDE 000100IMTY - 25 % SHADING COEFFICIENT - .10 SOLAR HEAT GAIN 0000010ENT - .15 40141)VE MEAT GAIN - 39 A51RAE WINTER U VALUE - .25 A51RAE WINTER R VALUE 4. ALL MC-56 CLEAR ARGON WALL GLASS HAS THE FOLLOWING MINIMUM PROPERTIES) VISIBILITY TRANSMITTANCE - 56 SOLAR TRANSMITTANCE - 29 ULTRAVIOLET TRANSMNANCE - 13 VISIBLE OUTSIDE REFLECTIVITY - 10 VISIBLE INSIDE REFLECTIVITY - 17 SHADING COEFFICIENT - .36 SOLAR HUT GAN COEFFICIENT - .33 RELATIVE HEAT GAIN - 79 A51RAE WINTER U VALUE - .25 ASHRAE WINTER R VALUE - 4.0 G. ROOF PANELS I . SEE GENERAL NOTES PART D. 'ALUMINUM' FOR PANEL SKIN INFORMATION. 2. PANEL CORE FOAM 15 PREFORMED EXPANDED POLYSTERENE BOARD (05). WITH A NOMINAL DENSITY OF EITHER 1 POUND PER CUBIC FOOT OR 1.5 POUNDS PER CUBIC FOOT 0140 AS MANUFACTURED BY EITHER POLAR INDUSTRIES OR CARPENTER FOAM AND LISTED BY RAOCO UNDER USTING NUMBE5 1 201 4 1 152. RESPECTIVELY. 3. PANEL COMPONENTS ARE BONDED TOGETHER BY MORAD M -640 SERIES A5 MANUFACTURED BY ROHM AND HA55 COMPANY. H. SEALANT I . ALL SEALANT CONFORMS TO TT -5- 001543 -A, TT- 5.002306. A5T0 0.920 TYPE 5, GRADE N5. C1455 25. I. GASKETS I . ALL GASKETS ARE CO- EXTRUDED AND ARE NON•MIGRATORY. J. ENERGY INFORMATION: %VALUE 0 SOLID ROOF PANEL: 13.4 R •VALUE 4.25.SOUL/ ROOF PANEL: 10.61 R -VALUE 7/0• ROOF GLASS PANEL: 4.0 %VALUE 3. 50L1D WALL PANEL: 13.4 R •VALUE 7/0 WALL GLASS PANEL: 4.0 K. ROOM SPECIFICS REFERENCE STANDARDS: 45TN/ E 1 19 ASTON E 1300 ASCE 7 -90 FASTENER SCHEDULE FOR 230 5UN 4 SHADE TO EXISTING STRUCTURES 4 FOUNDATIONS COMPONENT PASTENeR MINI NO.AFACING FASTENERS COLUMWSILL I /• W0.AAN Cw R 0 MANN Ia OAC.0 IMXU.j MN POST CUE wl I Ir nSneR 21003..1 PER CUP WAIL COLUMN 3:0'• 213. tOPC13'APARiI SO O.C. fMAK.) VERTITJaLY RIDGE -I 30' • 2 • EACH SIDE Of PANEL AND 2:614.0.c. M44.) ICI PER L -MGM Of 'AWL MW.) RIDGE -2 .3.B' • 3 MW.) POST -2 30' • A MINI NOTE: ALL FASTENERS 5NALL K STNNIE55 STEEL a) WALL GLASS CODE 74. R•VALUE: 4.0 bI 4 1 J4' ROOF PANELS W/.024 ALUMINUM OUTER SKIN 4 .024 ALUMINUM INNERS NP/ 04 IY BEAMS 4 1.5 PCF FOAM DENSITY (FOR SPAN < 205 T ROOF PANELS W/.024 ALUMINUM OUTER SKIN 4 .024 ALUMINUM INNER SKIN .3. If BEAMS 4 1.5 PCP FOAM DENSITY (FOR SPAN > 0-07 U 000 CITE COLUMNS Y46NFW POST d) 001) UTIL)TY 10 COLUMNS 047BF POST 4) DO 5WING DOOR 11 DO 5UDER DOOR g) 504 ENGINEERING SUMMARY 511EET FOR THE SPECIFIC 5TRUC1 URAL MEMBER 512E5. 1. DEFLECTION CRITERIA I. ALL MEM3ER5 MEET OR 0100ED5 THE FOLLOWING MINIMUM DEFLECTION LIMITS: LL 01 3 LL a. STRUCTURAL ALUMINUM: UI60 4/120 C. PANEL5: U 120 - -- c. GLASS: L/175 -- M. DESIGN LOADS ALL STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOAD IN ACCORDANCE WITH THE 2001 FLORIDA STATE BUILDING CODE I . DEAD LOAD:7 05F 2. LIVE LOAD: 20 050 3. WIND LOAD: BASIC WIND SPEED: 140 001 WIND 60005URE: C VELOCITY PRESSURE EXPOSURE COEPPIOEM,KZ:0.05 DIRECTIONALITY FACTOR Kd: 0.05 GUST EFFECT FACTOR 0: 0.05 IMPORTANCE FACTOR, I: 1.0 INTERNAL PRESSURE COEFFICIENT, GCp: 0.55 DESIGN WIND PRESSURE (WALL): 44.59 P5F DESIGN WIND PRESSURE (ROOF): 47.67 05F 54 WCU��4\�� Asti . ,P) \4 \0 Sep °, CP G Mod-Dome Debns Reg:One: (BU:cr) I) ALMS vnth:n Ix/Am-Inc-prone regions wlth:n I mile 0101c coastal mean h:gh water 140 whcrc the basic wud speed :a 1 I0 (LAes per how w greater. 2( Areas •nth a boot wand speed 0) 120 mles per 1101r or greater. 4. LATERAL DESIGN CONTROLLED BY WINO. N. COORDINATION I . FOUR SEASONS SUNR0005 (5 NOT 0E5001451BU FOR VERIFYING 4 COORDINATING THE INf00MATIONBETWEENT1ESE DRAWINGS 4 ANY OTHER DRAWINGS USED IN CONNUCTION wan THESE DRAWINGS. 0. ABBREVIATIONS THE FOLLOWING UST OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS. BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: I. TYP. • TYPICAL 2. 5114. - 51MIUAR 3. L1014 • UNLESS OTHERWLSE NOTED 4. CONT. • CONTINUOUS P. CONSTRUCTION SAFETY 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTIN. 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING. SNORING 4 GUYING OF FRAMING AGAINST WIND, 0045TRUCTION LOADS 4 OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. O. PATIO COVER 1. WHEN U5ED A5 A PATIO COVER THE ROOM COM0ORM5 TO ALL APPLICABLE PROVISIONS OP EITHER: a) APPENDIX H or THE 2000 IRE OR 2003 IRE, WTICHEVER 15 APPLICABLE 47 APPENDIX 1 OF THE 2000 IBC OR 2003 IBC. WHICHEVER 15 APPLICABLE. DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE badt . 4&u.. GtA7 -6-15 . ter .s Mos.(' e=E- tae.07 --tip la 4er.... A vt.t'7H SEc7C'0,4 3o t. 2, .1.2. 0 l STRAIGHT EAVE DESIGN 4, DRAWN BY: AKW REVIEWED BY:51 DATE: 2/02/05 REVISION DATI DRAWING NAME 230 5h 511 EV -( PAGE I OF 1 L 4' OR 5' SCREWS WITH WASHERS TEK SCREWS EXTRV ALUMINUM RIDGE eCTR'D AWMINU GUTTER E%TRD ALUMINUM UTIUTI LAVE - EXTRD ALUMINUM UTILITY CAVE COVER EXTRD ALUMINUM M- CHANNEL EXTRD AWMINU CLOSED SILL Flood hazard zone A. BFE cis No interior finishes, walls designed �. -i ex . o� °,� a no to allow ent�y � mechanical ► i '.;'L 3,1 Only pL . g, limited storage and building access beinw BFE. TEK SCREWS EXTRD ALUMINUM RIDGE TEK SCREWS TRANSO SLIDER WINDOW KICK PANEL EXTR'D ALUMINUM M- CHANNEL / UTILITY H TRANSOM FIXED PANEL KICK PANELS DOWN SPOUT KIT NOTE! THIS DRAWING 15 PICTORIAL ONLY FOR A STANDARD SUN F SHADE STRAIGHT EAVE DESIGN 5EE OTHER PAGES FOR HIGH WIND DETAILS PERTAINING TO THIS ROOM ALL CONST,: `; I THE SSTf_to • - -- -- :7,, f =.► U�� . AND TWO FAMILY DWELLING DE 2000 EDITION AND STATE OF GEORGIA AMENDMENTS EXTRD AWMINUM CLOSED SILL EXTRD AWMINUM UTILITY-11 COVER GTR'D ALUMINUM DEEP UTILITY -M TRANSOM 5UDER WINDOW KICK PANEL PXTRD AWMINUM 90' CORNER EMIT ALUMINUM ft-CHANNEL EXTRD AWMINUM FASCIA EXTRD ALUMINUM UTIUTY SAVE EXTRD ALUMINUM CLOSED SILL TRANSOM WRIT ALUMINUM 11-CHANNEL 5UDER WINDOW \ GLASS OR 50UD KICK PANEL FRONT ELEVATION GLAS¢ OR SOLID KICK ANEL \ \ AlaZ 1 AND. T5 43e4 k_�� \ROFES.iIONAL 511iJbr '.GlNEb� (21( GABLE ELEVATION �FyCE tic k oc-r -*rne -Stt'tc-4L yIk� Tr.9 DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE / 0 0 STRAIGHT SAVE DESIGN / DRAWN BY: AKW REVIEWED BY: 5L DATE: 2/02/05 REV1510N DATL DRAWING NAME: 230 5h 51T EV -C PAGE 2 OF 1 / L SSTD 10-99 602A2, 602A3, SECT. 604 AND IRC 301.2.1.2 WINDOWS G[ • . O iflL t >'' =D SKYLIGHTS SHALL BE APPROVED AND INS iALLEO TO COMPLY WITH BOT,-I aOSITIVE AND NEGATIVE PRESSURES. SPA( F LIELCP4. FLOOr.) Et ttVATION AE - Z.orej Hyrlroslain vc1n1 rtrl -ncCl !:, ,rrh„%/, „acr pressure in 2nclOEr',1 1 of vent I,_ryurrer,! l i c,l�k �.GLI Ir, �:,;t ui Coyi -area. Bottom of vent mu >' be w;:n1n 1 tcot of the grade elevation Vent: must be placetl in opposite watts to Germs water Co flow. GLASS OR 50UD KICK PANEL FRONT ELEVATION GLAS¢ OR SOLID KICK ANEL \ \ AlaZ 1 AND. T5 43e4 k_�� \ROFES.iIONAL 511iJbr '.GlNEb� (21( GABLE ELEVATION �FyCE tic k oc-r -*rne -Stt'tc-4L yIk� Tr.9 DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE / 0 0 STRAIGHT SAVE DESIGN / DRAWN BY: AKW REVIEWED BY: 5L DATE: 2/02/05 REV1510N DATL DRAWING NAME: 230 5h 51T EV -C PAGE 2 OF 1 / L SSTD 10-99 602A2, 602A3, SECT. 604 AND IRC 301.2.1.2 WINDOWS G[ • . O iflL t >'' =D SKYLIGHTS SHALL BE APPROVED AND INS iALLEO TO COMPLY WITH BOT,-I aOSITIVE AND NEGATIVE PRESSURES. SPA( F LIELCP4. FLOOr.) Et ttVATION AE - Z.orej Hyrlroslain vc1n1 rtrl -ncCl !:, ,rrh„%/, „acr pressure in 2nclOEr',1 1 of vent I,_ryurrer,! l i c,l�k �.GLI Ir, �:,;t ui Coyi -area. Bottom of vent mu >' be w;:n1n 1 tcot of the grade elevation Vent: must be placetl in opposite watts to Germs water Co flow. z WALL COLUMN (SEE NOR 4, TYP WALL COLUMN) STANDARD 11' COLUMN W /6FNW (SEE NOR 3. TYP.) O N UTIUTY'IY COLUMN W/7TB CORNER COLUMN (SEE NOTE 5) Flood hazard zone A. BFE No interior finishes, w ^!Is designed to allow entry and exf of water, no mechal nicei c� !: tir„ .I limited sioragP �t. only parking, hTl�w BFE. oe STANDARD'S' COLUMN W /6FNW STANDARD 5' COLUMN W /6FNW WALL COLUMN STANDARD 11 COLUMN W /GFNW UTILITY 11' COLUMN W/7TB CORNER COLUMN SEE NOR I SEE NOTE 2 SEE NOTE 2 3/4' SEE NOTE 5 SEE NOTE 2 VARIES TY?. \-OUTSIDE FACE EXISTING WALL (2 STRUCTURAL FRAMING) 3 FLOOR PLAN 3 NOR: I . DIM. TO OUTSIDE FACE OF WALL. 2. COLUMN SPACING VARJE5 DEPENDING UPON WINDOW 4 DOOR 5)2E5 4 CONFIGURATION. 6•- IY.' MAX. ON CENTER SPACING. 3. ACTUAL H- CHANNEL 15 SLIGHTLY 1E55 THAN 13/4';U51NG 13/4' IN CALCULATIONS OF WALL DIMENSIONS HELPS TO ACCOUNT FOR MANUFACTURING TOLERANCES IN WINDOW AND 000R DIMENSIONS. 4. IF 5- CHANNEL 15 OMITTED EXPOSED WIDTH OF CLOSED SILL 15 13/5' (51)5 WILL NOT ALLOW FOR AN OUT OF PLUMBHOUSE WALL). 5. MINIMUM FILL WIDTH I I/8' (H- CHANNEL BUTTING TO CORNER OR WINDOW /DOOR DIRECTLY INTO CORNER). G. MINIMUM FOUNDATION PROJECTION REO'D TO ACHEIVE DESIRED ANCHOR BOLT CAPACITY (FOR CONCRETE FOUNDATION ONLY). SCALE- 3/4• -1'.0 SEE NOTE 2 SEE NOR I OUTSIDE FACE WALL DIMENSION + 3 I/2' 3/4' SEE NOTE 2 DOCUMENTS ARE VALID ONLY WITf1 AN ORIGINAL STAMP AND DATED SIGNATURE / SPACE RELOW" FLOOD ELEVATION (A` =- tom. ;(4 Hydrostatic vcie reauwred to iclie14 water pressure in enclosed space below flood cI?vation. 1 square Inch of vent required for each 1 square toot of floor area. Bottom of vent must be within 1 foot of the grade elevation. Vents must be placed in opposite walls to permit water to flow. SSTD td_` ANDTHF IRO ONE AND T U FAMILY DWELLINGS COD _200 EDITION AND STATE OF GEORGIA AMENDMENTS a U I/S w 0 zQ W G L(n (3 � o N�z� (r� NW N N ( DRAWN BY: AKW REVIEWED 52:51 DATE: 2/02/05 REVISION DATI IGHT EAVE DESIGN DRAWING NAME 2305h REV.( PAGE 3 or 1 0 5 WALL COWMN TYP. 5EE TYE'. 5E NOTE 2 NOTE 2 STANDARD IT COLUMN W /6FNW (5EE NOTE 3. TYP.) z a N UTILITY r' COWMN W/7T5 CORNER COWMN 0 -�-- CUT PANEL AS REDD V, O 41 5E2 NOTE 6 SEE NOTE I I� H -HFAIA RAFTFR /AS RFlYftI STANDARD T1' COWMN W /GFNW 5EE NOTE 3 CONTINUOUS RIDGE n TYP, LION SEE CHART ON PAGE 4 4 8 FOR THE TYPE OP SUPPORT BEAM BASED ON THE UNITS WIDTH OUTSIDE FACE EXISTING WALL (Q STRUCTURAL FRAMING) STANDARD M' COLUMN W/6FNW 51M. TYP. UTILITY IT COWMN wl7TB SIM, 1YP. PROJECTION V40TH SIZE OF INTERMEDIATE SUPPORT DEMO < I O-0' NO INTERMEDIATE SUPPORT BEAM REQUIRED <I4' -0" 71B < 16' -O" 7TB W / STEEL INSERT I I' -O' THRU 15-0" <22' -0" 12LW <24' -0" 12LW W /4R55 STEEL BEAM TO 16' -O" THRU 17.0" BE DESIGNED 4 PROVIDED BY OTHERS CONTINUOUS ADJUSTABLE SEE NOTE 3 STANDARD Tt' COLUMN W /6FNW 5EE NOTE 3 VARIES 5EE NOTE 3 SEE NOTE 4 1 1, SEE NOTE I ROOF FRAMING PLAN 5GAaE- 3/0,1.0 NOTE: I . DIM. TO OUTSIDE FACE OF WALL. 2. WALL SECTIONS VARY DEPENDING UPON MODEL CONFIGURATION. 3. COWMN SPACING VARIES DEPENDING UPON WINDOW 4 DOOR 51225 t CONFIGURATION. 6-1 I/4" MAX. ON CENTER SPACING. 4. HATCH DENOTES ROOF PANELS. COORDINATE W/ H -BEAM A5 RECD. 5. FOR NOTES NOT SHOWN SEE PAGE 3 ¶LOOK PLAN'. 6. ROOF OVERHANG VARIES 3'-0' MAX. DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE S. to • TR °:; IE A! D TWO FAMILY DWELL.. 2.000 EDITION AND STATE OF GEORGIA AMENDMENTS • 0 1' LU 0 .< �GLn FOB —dZ 5 (4 IT1�i� �gN NuJ W 12 W (n / . TRAI(,HT FA \/F DF91(2,1\I DRAWN BY: AKU REVIEWED BY:5 DATE: 2/02/05 REVI5ION DAT DRAWING NAME 230 5H ST EV- PAGE 4 OF o FRONT WALL SECTIONS GABLE -END WALLS SIMILAR WALLS EA c T4 PI)[DI CAVE EDTTw u•mer (1/12 MIN. •niz M. CUSTOM TRAMP°, REOUREO TUrzM FRAME CUSTOM u Dnm. OLADD un • MGM Nz• rzR e is D.C. IT mF. ul ELEV.T m 3/B• NCD MINIMUM CONNECTIONS S.x]wN IN THE xnzwu ox Free �. /{T UAL OESGN OF TILDE coloecno b MUST DE DETERMINED DT 07111,3. FOR DETAILS NOT SHOWN SEE AA 22" GLASS KICK PANEL - WINDOW NOT To scut 5 GLASS TRANSOM w /ADJUSTABLE SAVE FOR DETAILS NOT SHOWN SEE AMAX CDSOLID KICK PANEL - WINDOW NOT TO SCALE NO TRANSOM w /ADJUSTABLE SAVE 0 FRONT WALL SECTIONS GABLE -END WALLS SIMILAR WALLS 5 00 0 � o E DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE u2 FOR DETAILS NOT SHOWN SEE vv Ii I1, ♦11 r�� • No.15143 PROFESSIONAL r rq 9� F�GI NEtC' 94 NCE FMS 010. WV TER SCREW 1 cut CCEVAT Sider 1 CD A 5C Alf GLASS KICK PANEL - WINDOW NOT TOSt GLASS TRANSOM w /ADJUSTABLE SAVE FOR DETAILS NOT SHOWN SEE 3/8• NCD 00 A SOLID KICK PANEL- WINDOW NOT TO SCALE 5 GLASS TRANSOM w /ADJUSTABLE SAVE 0 r w 0< N W u 0 u- ■dZ uFi3zO in in W Ln DRAWN BY AKW REVIEWED BY:5 DATE: 2/02/05 REVISION DAT STRAIGHT SAVE DESIGN DRAWING NAME 230 5M STK EV- PAGE 5 OF FLASHING BY OTTERS 110% 34• SCREW (1027) SIX TOTAL PER MP. I/O 1HK ALUM CUPS ( ONE AT 5111. CAVE 4 AT EVERY HOR20(1100. 212•MI OUTSIDE W ROOM 11005.15) 3/16•X 1 -((4 5T SCREW TWO EAC115(00 10,1547) (9 (820•2)' I/4' WED ALUMINUM IF CUP (MAKE PROM ANSRCW) D1RD ALUMINUM 6' POST INSIDE (G91W) Or ROOM PLASHING pY C7HER5 STRUCTURAL CONCRETE SLAB MINIMUM OF 2000 rN ;TO BE EVALUATED DT 0111E125/ MINIMUM CONNECTIONS ARE SHOWN IN MC 30E01)1E ON PAGE I. ACTUAL DESIGN OP THESE CONNECTIONS 49051 BE DETERMINED ST OTHERS. I/O' 111K AWM CLIPS (ALLOY 0005.15) ONE AT 5111. CAVCN T EVERY MORQONTALL Weer HOLES DY INSTALLER BEAM 0906.1 540 CHART PAGE 3 5(6' UNIT WIDTH MAXIMUM (4' 9 I/4' —/ NOTE: I. SEE FOR ALTERNATE DETAILS A SIDE POST TO CONCRETE 51AB CONNECTION DETAIL 6 407 10,C°E 2 9/111• EXrRD ALUMINUM WINDOW JAMB IA7.13 0) MINIMUM CONNECTONS ARE SHOWN IN The 5CHEOU11 ON PAGE I . ACTUAL DESIGN Of THe50 CONNECTIONS MUST BE OCTERMII20 DY OTHERS. BEAM r05T (7TB) CUSTOM ALUM RP SHAPED CUP (MAKE FROM BOTTOM Of 12LW RARER BAR) 3/8• X I -I/6' 5111? TAPG SCRENS 504 TOTAL IER Cur (062002) FINISHED MEADS 2' 2• 4' OD CORNER POST CONNECTION AT SILL 6 RUT TO 00.1E ROTATED 90.00° NOTE: 1. 5E1 FOR ALTERNATE 00164 S WED AURA 6• POST (0rwv) I/4' MORD ALUMINUM V CUP (MAKE FROM AN50CW) 10 X 31W SCREW (•1027) 51N TOTAL PER CUP. 01(15(00 OF ROOM DTRS ALUMINUM G. POST 3/15• 4 1- I/4.5T SCREW TWO EACH 510E (07050) (12062) INSIDE or ROOM I /4' WED ALLAIINUM •Ur CUP INURE FROM ANSRCW) 20460061250(1 3/4• PLYWOOD PLOOR 59CATHING (TO DD EVALUATED BY OMER5/ MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PALE 1. ACTUAL DESIGN Of THESE 0036000(45 MUST BE DETERMINED DT OTHERS. 26G JOIST 6 ( C O.C. GA .49 (MINIMUM) (TO Be EVALUATED BY OTHERS) 3/6' X I -1/4. ST SCREW TWO EACH 5100 ( OFPET) 111N2052) FINISHED -UNIT VE0111 MAXIMA. 14• -9 I/4' —� NOTE: I. SCE rote ALTERNATE 6 DRAMS 2. CONNECTION TO POUR SEASONS 'SMART MCP SAME AS SIIONM OG 5IDE POST TO DECK CONNECTION DETAIL OCT low. 71(11 0100314'SCREW (H.1027) 5(0 TOTAL PER cur. / 146' TMK ALUM CUPS ONE AT SILL. • ON AT EVERY HORIZONTAL (ALLOY 0005 -T5) PLAN VIEW 6 BLOCKING UNDER P0513 0— .49 (MINIMUM IF REQUIRED MR IAG5. )TO DC EVALUATED BY OTTERS) RD ALUMINUM (DOW JAMS. IA7.131 Ul EX1RD ALUMINUM 5T0. H{OWMN (A7' 1 1 1) /10. 12'TCK SCREW DO' I51(SI%AT EACH COLUMN MINIMUM CONNECTIONS ARE SHOWN IN 'me SCHEDULE ON PAGE 1. ACTUAL DESIGN Of THESE CONNECTIONS MUST BE DRERMINCO BY OTHERS. SIDE H- CHANNEL CONNECTION AT SILL MINIMUM CONNECTIONS FETE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN OP THESE CONNECTIONS MUST BE DETERMINED BY OTHERS. 04710 5C.. NB' X I- I/4' 5T SCREW TWO EACH 5100 (OFFSET) (111.42002) FINISHED HEADS EXIRD ALUMINUM 6' POST 161(8*) (/4. CORD ALUMINUM 'U' CUP (MAKE PROM AN5RCW) CONT. DTRD ALUMINUM CLOSED 510. (0.7CSI DCLO'W EXTRD ALUMINUM WINDOW JAMS (A7.131 IN 610, 12•TES.SCREW(07.1511 MKT AT EACH COLUMN GTRO ALUMINUM CORNER COLUMN (A'7C9) CX1RO ALUMINUM 11- C1ANNCL(0-71I ) NOTE: CONNECTION 0 CAVE SIMILAR 0104 12' TEK SCREW (7.151) NY AT EACH COLUMN DTRD ALUMINUM CLOSED SILL (A•7C5) PLACED VERTICALLY AGAINST WALL (SHOWN) OR OGENS0N SILL 1A-716) 110, 1(2'TEK SCREW (117-151) SIX AT LAC1 COLUMN IM' Om. MINIMUM ACTUAL DESIGN Of THESE CONNECT MUST BE DETERMINED BY OTHERS. 0140.2 I/O ' CSK SCREW (1.10307) Q_ 9.0.C. TO SECURE RAfTCR STIFFENER TO HI' D1RD ALUMINUM RARER STIFFENER (0"4R50) • MINIMUM CONNECTIONS ARE StIOWM IN THC SCHEDULE ON PAGE I . ACTUAL DESIGN Or THESE CONNECTIONS MUST De DETERMINED BY OTTERS. PLAN VIEW 3 12' EXPOSED TYP. C CORNER PO5T CONNECTION AT SILL 6 0110,61E DM' ALUMINUM PLAN VIEW RAFTER STIFFENER COVER (A -4C121 MINIMUM CONNECTIONS ARE SHOWN IN The SCHEDULE 00 PAGE I . ACTUAL DESIGN OF THESE CONNECTIONS MUST DC DETERMINED BY OTTERS. 610 0 3/4. SCREW (•1027) 51 % TOTAL PER cur 2 LAG BOLTS 0 Tor s. or COLUMN SPACE 0 3. 0.C. VERTICALLY l 41 30 O.C. VERTICALLY (COORDINATE WITH SCHEDULE) OUTSIDE PACE Of EXISTING STRUCTURE (9 STRUCTURAL T.P.MANG) ArrLT CAULKING MTV/MI SILL • WALL MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I. ACTUAL DESIGN Or ME511 CONNECTIONS MUST 01 DETERMINED HT OTTERS. RIO • 12• TEK SCREW (17"151))2 16.0.0 EACH SIM VERTICALLY LORD ALUMINUM 510. 0 -COLMN (A7• I I I) FILL PANEL 010, Ur TER SORE)... (117.(5(156AT EACH COLUMN MINIMUM CONNECTIONS ARe SHOWN IN THE 50300100 ON PAGE I. ACTUAL DESIGN Or T(050 CONNECTIONS MUST DE DETERMINED OT OTTERS. SIDE ATTACHMENT AT HOU5EWALL Oi 05C. DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE l • 4' ■ STRAIGHT EAVF DFSICN DRAWN BY: AMA, REVIEWED 15Y:5 DATE: 2/02/05 REVISION DAT A 3/10 DRAWING NAME 2305h STR EV- PAGE E 04 NIOx 1 /2'TEK SCREW (117' 151) 0311 2' O.C. MAX. N 10 x 1 I /4" ST I1'2024 THREE AT EACH POST 4 AT 12' O.C. 114 x51 /2'ROOF BOLT WITH 1' DIA. WASHER STAINLESS STEEL 51X BOLTS PER PANEL (HOW 1 0077) TRIM AS REO'0 4 1/4' ROOF PANEL (USE PROPER GLITTER FASCIA 4 RIDGE PARIS TO FIT YOUR 512E PANED 3/8'X I- I /4 "ST SCREW THREE PER CUP ((142082) 1/4' EXTR'D ALUMINUM 'U' CUP (MAKE FROM AN5RCW) 3/8'X I- 1/4'ST SCREW TWO EACH SIDE (OFFSET) (/142082) 11'2028 I /4'x 1 1/4'5T 12. O.C. EXTR'D ALUMINUM UTILITY SAVE TOP (A'7ET8) EXTR'D ALUMINUM SAVE BOTTOM (A'7EB) COUNTER FLASHING (BY OTHER5) 010 I /2'TEK SCREW (117' 15 I) 51X ON TOP 4 BOTTOM OP PANEL (MINIMUM) I /8' THK ALUM CUPS ( ONE AT 5111, SAVE R AT [VERY HORI2ONTALL 8005 -T5) A SIDE POST TO TO SAVE CONNECTION 7 NOT TO SCALE 4 I/4' ROOF PANEL (USE PROPER GUTTER, FASCIA 4 RIDGE PARTS TO FIT YOUR 512E PANEL) DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE OUTSIDE PACE OF EXISTING WALL (@ STRUCTURAL FRAMING) MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I . ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED 5 BY OTHERS. t —UNIT WIDTH —1 NOTE: 1. SEE FOR ALTERNATE DETAILS io RIDGE DETAIL NOT TO 5011 [X760 ALUMINUM 4' RIDGE (A'74RR) EXTRD ALUMINUM 6' POST (GPNW) 010 x 1/2' TEK SCREW (117'15 1) @ 9' O.C. MAX. 010 X 3/4' SCREW (H' 1 027) 55 TOTAL PER CUP. NOTE! USE THIS PAGE FOR 4" PANEL IF THE PROJECTION OF THE ROOM IS LESS THAN 9' -0" 3 /5'X 1- I /4'ST SCREW THREE PER CUP (1142082) 3/8'X 1- I/4'ST SCREW TWO EACH SIDE (OFFSET) (1142082) 410x 1 /2'T[K SCREW 017'1 5 I) @ 12' O.C. MAX 4 1/4" THICK ROOF PANEL [X760 ALUMINUM 4 1/4' FASCIA (A-74RF) 7 O SAVE FASCIA ON GABLE NOT TO 5011 EDALTERNATE RIDGE DETAIL 0X760 ALUMINUM G. POST (GPNW) O7 EAVE SECTION NOT TO 5(N2 010 x I /2' TSK SCREW (117' 151) @ 12' O.C. STAGGERED SIDE TO SIDE (ON TOP 4 BOTTOM) [X760 ALUMINUM 4 1/4' ROOF BUM (A'74RB) NOT TO 5C111 I/4' EX7R0 ALUMINUM 'U' CLIP (MAKE FROM AN5RCW) SEALANT (EXTERIOR ONLY) EP5 FOAM OROOF PANEL TO ROOF BEAM 7 .y ALUMINUM SKIN BOTH 51055 NOT TO x111 FLASHING BY "—UNIT WIDTH --1 0 PNo. 15143 PROFESSIONAL 5)12)05 `4t1NEEC [ SOLID BLOCKIN N 41C BY OTHERS SECURED @ 18' O.C. FOR DETAILS 0 NOT SHOWN SEE 0 STRAIGHT SAVE DESIGN DRAWN BY: AKW REVIEWED BY: 51 DATE: 2/02/05 REVISION DAT DRAWING NAME 230 5t157 EV ( PAGE 7 OF 1 ®,2.4.C•TxyyX' MT 151) 7•SNAr00 CA GFJr!)P Sr[lC $r„Yl.• OIA. ,AS „EbOLT �NLess 3r Mde007n R& A3 Rea, n.2020 0T 4 the TAC„ rOSTI AZ t 2.0. . /IC 71: HOG LE ur ROOT TAN SEANt51 0'2O.000 I /.4 I IAA. 5T 12.0 LAMM ALUMINUM MAT T TOP' (7Er 00RD ALUANN CAW norm,1 lee) FRO EAVE < ROOF CONNECTION EAV, FASCIA ON GABLE DOCUMENTS ARE VALID ONLY AND AN ORIGINAL STAMP ND DATED SIGNATURE 'X1.1,,. Them R C R 37 SDZEW r„N2p51j llr 9 /0•x I.I /A•Sr 1„02052 „ SCE T11ReE 1_1 H• ST CUr m.2062) V cur'R°'W"�"NI.M ITAAxe PROM ANSRLTN Avo 4'X I.IH• ST sacrw OIN2062) Noe omen G TR9 ALLNANUM C. pot (CrN) IO• I rm•1s1) 2®o.c�”. MAX. IO X gy.SC („• 1027) SIX TOTAL reR cur. EAVE SECT)O 0 ROO�FANEL TO ROOF BEAM lo 0 fm•151)000SV Or PANEL (Mum44140 H•p7VD V CUr ALtR.aIRIM (N4xl MOM ANSRCW) NOT& . 5re rat 040A15TCR001.0 •-•—•UIT MOO, DOGE DETAIL OASru4 wA14 Cr (1) StRUCriALm rRAMINUI /0.1l ormUM CONWEC7ION3 x1 ON Noe These cONAtcNI MUST ar DerreMee52 er OrIgRS ” ""' µN 77eA) DRAWN 8Y A,[y REVIEWED BY: 5 DATE; 2/02/05 REVISION Dm DRAWING NAM) 2309151RfVC PAGE 7AOF \ / TOP OF UTILITY FOR DETAILS NOT SHOWN SEE 1 2LW RIME BEAM NOTE! SEE SHEET NINE FOR CONNECTION TO PANEL 3/0' X I -114' SELF TAG SCREWS 531 TOTAL PER CUP IHN2002) FINISHED HEADS X 315' X I - I /4. 5[LP TAM 5CRE POUR TOTAL PER CLIP SECTION X (1-1N2032) POST TO 12" BEAM CONNECTION DETAIL NOT TO 5.2 ALUM SHAPED CUP ` 4R5B RARER (MAKE PROM BOTTOM OF STIPP[NER 1 2LW RAFTER BARI 7713 POST PROJECTION WIDTH SIZE OF INTERMEDIATE SUPPORT BEAM < I 0' -0" NO INTERMEDIATE SUPPORT SEAM REQUIRED < 14' -0" 7TB < 16' -0" 7T13 W/ STEEL INSERT 11' -0" THRU 15' -0" <22' -0" 1 2LW <26' -0" 12LW W /4RSB STEEL BEAM TO 16' -0" THRU 17' -0" BE DESIGNED 4 PROVIDED BY OTHERS TOP Of UTILITY 71' STEEL TUBE INSERT (CN7144) MAKE SURE THAT STEEL IS PR/MED BEFORE INSTALLED TO PREVENT ELECTROLOSIS 3/0's 1 710' AWMINUM SHIM PIT TIGHT WITH C MINIMUM BEARING CLOSED SILL IA.7C5) ALUM 'U" SHAPED CUP (MANE FROM BOTTOM OP 12LW RATER BAR) 3/0 X 1 -1/4. SELF TAP'G SCREWS POUR TOTAL PER CUP (1102002) DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE 7TB RIDGE BEAM 3/00 X 1- I/4' 5E1P TAG SCREWS 531 TOTAL PER CUP ((102002) FINISHED HEADS A A UM 'U" SHAPED CUP (MAKE P 12L 0 POST TO 7TB BEAM CONNECTION DETAIL NOT TO 1TAIL ALUM H/• SHAPED CUP (MAKE FROM BOTTOM OP 1 2LW RAFTER BAR) 2 510' 510. CUTOUT PRIOR TO POST INSTALLATION MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE I . ACTUAL DESIGN OF THESE CONNECTIONS MUST Be DETERMINED BY OTHERS. AWM'U' SHAPED CUP (MAKE FROM BOTTOM Of 1 2LW RARER BAR) 3 /0'X I -I/4' SELPTAG SCREWS SIX TOTAL RR CUP (102082) FINISHED HEADS e O POST BASE DETAILS NOT TO XNL 210 2 1/2" TEK 5CREW (117' 151) I00.C. VERTICALLY (TYPICAL) FOUR SEASONS SOLAR PRODUCTS, LLC. 0 0 / STRAIGHT SAVE DESIGN / DRAWN BY: AKW REVIEWED BY: 5L DATE: 2/02/05 REVISION DATE DRAWING NAME: 230 91 5TR EV -C PAGE 8 OR 1 WITH 4 x I 5" LG. ROOF BOLT N DIA WASHER LESS STEEL TWO BOLTS PER CLIP (HDW 10077) TRW AS REQ'D 7' PANEL WITH 4x1.5" LG. ROOF BOLT STAINLESS 5 WASHER t� BOLTS PER CLIP 0077) TRIM AS REQ'D 1 /4 "x 3 1/4" LG. BOLT, TWO PER CLIP) (HN2056) 11 SUPPORT BEAM DETAIL 1/4" THK ALUM L CLIP, 4" WIDE MIN. THREE ON EACH SIDE, TOTAL SIX SUPPORT BEAM DETAIL 7" PANEL SHIM By OTHERS 1/4" THK ALUM L CLIP, 4 " WIDE MIN. THREE ON EACH SIDE, TOTAL SIX 1/4" THK ALUM L CUP, q" WIDE MIN. THREE ON EACH SIDE, TOTAL SIX DOCUMENTS ARE VALID ONLY AND AN ORIGINAL STAMP DATED 5IGNATURE DRAWN BY: AKW REVIEWED BY: 51 DATE: 2/02/05 REVISION DATI DRAWING NAME. 230 511 STRfV.( PAGE 3 OF (FOR 4 1/4" PANEL) #14 x 5 I /2" ROOF BOLT WITH I" DIA. WASHER STAINLESS STEEL (HOW 1 0077) TRIM AS REQ'D (FOR 7' PANED WITH x B' LG. ROOF BOLT WITH l "DIA WASHER @ 5" LESS STEEL (HOWI0077) TRIM AS REQ'D • #10x 1 /2 "TEKSCREW(H7.151) @ 12" O.C. MAX. F-X(R'D ALUMINUM 4 1/4" FASCIA(A•74RF) EXTR'0 ALUMINUM 7' FASCIA (A'77RP) @I12` O.C. MAX. CREW (1-17" 15I) #10 x 1 1/4.50 9' 0.C. EXTR'O ALUMINUM UTILITY EAVE (A7.144) ALUMINUM EE COVER (A -SGT) APPLY STRUCTU SEALANT RAL A -7 -l17 H-CHANNEL Y (USE PROPER 7' ROOF PANEL P ROPER GUTTER, FA YOU RIDGE PARTS TO ) R SIZE PANEL) 1 THREE PER CUP SCREW N2082) 11 POSALUMINUM (6FNW) 3/16' E TROD ALUMINUM BENT CLIP BY OTHERS 3/8" X 1-1/4" ST SCREW TWO EACH SIDE (OFFSET) PANEL ON SLOPE 1 /e" THK ALUM CUPS (ALLOY 005 -T5) O EVERY HORIZONTAL AT 6 (H 0027)4' SCREW 51X TOTAL PER CUP. DRAWN BY: AMA, REVIEWED BY: ,5 DATE: 2102/05 REVISION DAT DOCUMENTS ARE VALID ONLY WITtl AN ORIGINAL STAMP DATED SIGNATURE DRAWING NAME 2305fi5TRfV PAGE IOOF