Loading...
HomeMy Public PortalAboutHWY 80_1114.pdf pr~ ' ji 4.?:5; , , 41 elY, 'ro mw --,;'," CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01-25-2013 PERMIT#: 130049 WORK DESCRIPTION ADD 2 BATHROOMS WORK LOCATION 1114 HWY 80—PIN#4-0026-11-010 OWNER NAME STACYE JARRELL ADDRESS PO BOX 1576 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-507-3939 CONTRACTOR NAME CATSKILL BUILDERS,INC. ADDRESS 210 CATALINA DR. CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 80 OCCUPANCY TYPE U TOTAL FEES CHARGED $337.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $15,000.00 TOTAL BALANCE DUE: $337.00 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: te 4 . UI " r P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org 0 4 s 4vo City of Tybee Island • Community Development Dept. =_ Inspection Report Nu* 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 T �. moos Phone Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested f/.a":, I j Owner's Name Date Needed 6' r 5/ y i i i Gen. Contractor r '`k r i � ( Subcontractor Contact Information A:,... "(• ,--, . ?.), • ! ' ,-'"7 Project Address ,10;1 '1' Scope of Work ?- •;, .:.� /, e Arie ( Inspector °/✓1 Date of Inspection ,r�'f•�e�%;�ri,, Inspection ,d- «.r Pass Fail ❑ Fee Inspection ..Pf- - , ' Pass • >> Fail 0.- Fee Inspection Pass n Fail I Fee i.._..-_-. L___ Inspection Pass Fail ! Fee MEI City of Tybee Island • Community Development Dept. =x Inspection Report ���� 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 ==:i n INTERNATIONAL Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL // MEMBER Permit No. /S.'�O' Date Requested 0 1/&7///:Z Owner's Name 2ll f°',f1'_ Date Needed f 6/8 �/3_ '.‹.f < Gen. Contractor r�f' -A:'/? L Subcontractor Contact Information /I nr`J f{(. rvy /13- fi,/ 7 Project Address 1 i i q 141,4)y 1 :i Scope of Work /4'!) J 4 Th,t CoM.5 inspector 7/) Date of Inspection 4'7./1. .�• Inspection el- - Pass ❑ Faoi Fee A3 A 4 I .1Vi," _- 11 • ii Inspection P Pass Fa ii ® Fee -.s� i Inspection rtilifq-- Pass 11. FaiP ❑ Fee x. 00-4- —,--.1.:;:"..".,tr>L.:-.(-A. 1,-.7:- I- --i--) — Inspection k1'1/- -. ° Pass i im Fail 0 Fee QQS , 4 ,---- --,--,\ / ' VH��.. .0 4'fQ\ J/ i 4 Cit f Tybee Island • Planning & Zoning' Dept.- � , ° j Inspection Report r ,r , , 1 v 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL q MEMBER Permit No. /3 - ( Date Requested e-9d/.? //3 Owner's Name ,z-J pi' 1., Date Needed Gen. Contractor 0/4-r 5/,- l(C, Subcontractor Contact Information / n)7 f f oN y ;1/0__10 17 Project Address ) ( I 1.v / 80 Scope of Work f i D i) e9 54TI// ooL4._ Inspector Date of Inspection Inspection i�''I°�,'''Ii', 6_,A,..sp , Pass 0 Fail 0 Fee Inspection rr (� /1\-f //v SP -C. Pass RNSail Fee _)12-0‘,1 1)--,-.. /=-.A 1 I,-11.,1),\) J 4, ,, 1--),_, ,,j...) ,L;If,„,,,j,) -:>(iz,;,--)N,y, f,-,-7. : 5 ) 1-')r -V_›11= ,j ∎.V , +}i ) ? �.J J,_. j A,„_, 4r// /( L11 , f r I \) Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee C o� f-( i, 6, 104 #61/0-°e14-1 <C1,1 is i.1 - : $ , City of Tybee Island • Planning & Zoning Dept. ��,r'�� Inspection Report :MU, I , j 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 i1FS�nrio �� 1:;',/ Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ' -_ `I Date Requested Owner's Name Date Needed Gen. Contractor `;=- i/ Subcontractor Contact Information /-4,.)--P,, :.) '?,i_, 7.�i 7 �-,,4-l.3 �Z=() - 7 ') .) w Project Address / / /' %J I Scope of Work Inspector Date of Inspection Inspection Pi? i - Pass Fail El Fee !„..\___ Inspection I.- 1 - Pass ❑ Fail - - �1 / K„.--±). d a /7 JA :ii tl p'1 hA I &})/,-?_‘ T f Inspection -'h,v7 - Pass El Fail I'S!' Fee x,)„) / \ may, LE-- d / / LJ FAi 1 ` r rLi\s),LI6_, �` i Inspection Pass 0 Fail 0 Fee ,A City-or Tybee Island • Planning & Zoning Dept. ralbak Inspection Report imm, 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ""°' �/ INTERNATIONAL `�• Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /3- 0O4 Date Requested 2-2,/////2 Owner's Name -if Gil/0O,n16 c,Li rpee_. Date Needed /2- /// I/.J Gen. Contractor ( -7Sie/z-L Subcontractor Contact Information . D/1N ‘‘ - 749 Project Address Bit/ -t./ )y to Scope of Work T)9 2 e A 1 Ay D,,,),u c Inspector '11 'i Date of Inspection "2:// ns p ection /` -/ -' Inspection /VP Pass E it Fee -- V , . P->> , 31004 NY O��, 1•tJL u )\�st +a sk r 1 Inspection Pass 0 Fail 0 Fee Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail 0 Fee firs City of Tybee Island • Planning & Zoning Dept. 111" � ,, 1 Inspection Report MUM 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERN .L ' Phone 912.472.5032 • Fax 912386.9539 CODE COUNCIL: MEMBER Permit No. I , ,‘ Date Requested Owner's Name = 1 Date Needed Gen. Contractor Subcontractor I Contact Information .,10/43 °/.2 - i%:3 2 Project Address I / ` ,' `, c_ Scope of Work Inspector -7 r 4 Date of Inspection Inspection "'5f0 !') — Pass �' � Fail El Fee ,j ti,,) � -- 1. Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass 0 Fail ❑ Fee �;,FE ,��o,, City of Tybee Island •• Planning & Zoning Dept. b �, ,, � Inspection Report r4graik 403 Butler Ave. • P.O. Box 2749 V n Tybee Island, GA 31328 INTERNATIONAL Phone 912.472.5032 • Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. ; e'JO' �` r:, e,`j ; ;' Date Requested Owner's Name I/ 3ff J$Z,4AJD Ltk,DI's"(- Date Needed (` ! /fo3 Gen. Contractor (141.5)01-L-GL Subcontractor Contact Information Jo /-1N) b 6 o " 1 e 7 Project Address /i19 ► ' I go Scope of Work A;) ,r- ,3_,/.4-T.1-.4 2,?()M s Inspector Date of Inspection E Inspection i1-B- / ffikh' Pass ®' Fail E3 Fee Inspection Pass ® Fail ❑ Fee Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail ❑ Fee 4 4' ,,• 4 it 0,104t,.! , .,. .... '••• Olt. . • ..', ••.- - eli1414(.... : . '1 .'.-,---. CO c-- -..... ._....• C.) CNI CD CD CD C) - . • . . . e . . i . , • i ": ' . 4 44.'• . . . 4.. i - . 1 , . / A .,sb i/ 1 1 ,, . . _, _ , • • .... • . . • . . . .. / . . :. .s'.. , • . , . .. . . , . ... •',. 4 1 S( _ .,.•., , .'• . ,,,, .- . - r � i } I 01 . 03 . 2013 18 : 33 / 5.-0# co-E 4��v City of Tybee Island, Georgia qQ rQ Vs■ 912-472-5033 or 912-472-5031 - Fax 912-786-9539 !, z') APPLICATION FOR BUILDING PERMIT �� (r14 Property Address: RACtl -(7A-c - 0 C 4da2C - f/ - /O Name c,_i Mailing Address Telephone Owner L i o -Box 15`1 S� �y bee G�1 3 132 Cell: 5°7- 3,3e[ Architect or 10 3 ON-55Av 0201£ ngineer') NV -Y- P)Swetr. 5A-VA t..t - A- . colik 31410 011 - vi 31_ M Office: Contractor L. C Ii'*. 0N47/ Cell: CA,-c-Sk'(( 73(drl (Check all that apply) ❑ Single Family ❑ Discovery/Tearout ❑ Demolition of Structure ❑ Duplex Footprint Changes- ❑ Other ❑ Multi-Family units new gosquare feet (Commercial units heated/cooled t Details of Project: INOOttJ4 2 `g 1- g fC(?--c.em.".,s Estimated Cost of Construction: $ t St ODD. DC) (materials + labor+ profit/overhead) If applicable, attach a copy of the certified elevation certificate and/or survey of the property. Depending upon the scope of the work, two sets of construction drawings and/or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N *Buildings older than 50 years may be eligible to be listed on the State/National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. *Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On-site restroom facilities will be provided through SVTt.._. . Construction debris will be disposed by Csoi..3111-rlo. - by means of t P- . I understand that I must comply with zoning, flood damage control, building,fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. r'- FEES Date: '(22/ 13 Signature of Applicant:, A,, A .4 ,.. Printed Name S-t-Acy.e C. ._3'-Arre o Permit Inspections Note: A permit normally takes 7 to 10 days to process Cap Cost Rec --- Water Tap __. Sewer Stub Approvals: Sign.t Date Eng. Fees �' Planning &Zoning Manager . ,,:.� ►� I ' `� Aid to Const. t7 Building Official ./.t�.t Cr" l- "13 Water/Sewer Ai_ -- Storm/Drainage `; -z / ,'/ 3 City Manager TOTAL LEAD-BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre-1978 housing and child-occupied facilities must, before beginning work, provide owners, tenants, and child-care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead-safe work practices. Georgia Environmental Protection Division Lead-Based Paint and Asbestos Program (404) 363-7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead-based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * ** * * * * * * * * ** * * * ** Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * ** * * * * ** * * * * * * * ** BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docs/field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5"-3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. 037 ..• -12- I " Z 2 - 1 3 Signature for receipt of Lead Paint, Asbestos, and BMP notices. Date l Y.- �f j05 w Printed Name I I PLAN REVIEW DATA SPECIAL EVENTS FACILITY 1 'I . GENERAL DATA �` i X22-_ta A. PROPERTY ADDRESS: Special Events Facility 1116 East Highway 80 ' Tybee Island, Georgia B. MUNICIPAL AUTHORITY: ?i8 'TY OF TYBEE ISLAND GEORGIA 12) 6-4573 I 1 1 6 HIGHWAY 80 / BUTLER AVENUE . i TYBEE GEORGIA I 2. CODE REQUIREMENTS r L. a N: Business - B (2006 IBC 303.1 EXCEPTIONS 2 AND 3) ISLAND , ` - e, . ° �11 _ , , _ v m A A. OCCUPANCY CLASSIFICATION: � ;�5 v r_�: I B. FIRE DISTRICT PROVISIONS: Not Applicable � et ,d` `, got- 1. F 0 FR ,,,.mmici___ Jo) 011-41 i ,24- t3 CONSTRUCTION: -B Un-protected C. TYPE OF CO Type V p ___._ ._wK. .__.__J* NOTE: ALL CODES HAVE GEORGIA AMENDMENTS. �1� .--:.:1_ . 33 MAX. TRAVEL DISTANCE: M =200' p 5�g} gags{ _ . - . _...ts �.�,. _. . ag EY# FOR CODE is'edMPLI N _ S" Stg r a res .�-.q. r;V }: 1 -�`-:,?' z.,€3 4..r>I�. jai °i'i .! 3 Eve:!y effort has been made to ident Z ,.:: = ,.__ r _ code violations, no oversight day the t z tom' TYBEE GEORGIA X106 IBC CHAPTER 17 reviewer mall be construed as authority r �..ry...._..- : .--7,-- -..T._ -._- .; ti� R G/ SPECIAL INSPECTION REQUIREMENTS violate, cancel, alter �' e . ,.� � 7Z `���1STF 9 any applicable codas or ordinances. The -_ ., :. _ 4 and not be construed ��°t ;4., ,,,97 //2-03 No.®.Q 7 :v. e�rie� �r�� ernts:oo . o NOT" REQUIRED FOR THIS PROJECT as a warranty or guarantee. ` v P SPECIAL INSPECTIONS ARE Q '* PROFESSIONAL t_to..1 : O SPECIAL INSPECTIONS AS SHOWN BELOW 1�ev1ec�ed at - 13 ---:.J;. :, WA- JANUARY, 20 1 3 ,.,,„,-A,,-,A,.,B,„OS.,,Isl,\,- 1704.2 - :�#, f r` �fil.. ,. ,t3 ' A a:# s,:',,i,.-'S Q t=_ O 1. INSPECTION OF FABRICATORS (1704.2) .. � . $ fi , , c r�w :F� } :�. . I RE S EP ER ATI ON R EQU I R NA EN T WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS 11W''':., 3>� S `� ° `y AND ASSEMBLIES ARE BEING PERFORMED AT FABRICATOR'S SHOP, l 4S ° . --00�t'. PER TABLE 601 AND 602 AN APPROVED FABRICATOR AS PER 2006 IBC SECTION 1704.2.2 DOES NOT REQUIRE THIS SPECIAL INSPECTION. I � - A. F. FIRE PROTECTION REQUIREMENTS: DESCRIPTION RATING O 2. STEEL CONSTRUCTION (1704.3) I ___-__ _ ^�_ ��_ = -__-___ I I 1. Exterior Bearing & Non-Bearing Walls: 0-Hour Assembly Required. 0-Hour . SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF BUILDINGS AND '= -- t- -,• s g g WGII8. ° y Requi ed - STRUCTURES SHALL BE AS REQUIRED BY 2006 IBC SECTION 1704.3 - _ri , _ ---_� I AND TABLE 1704.3. ALL WELDING INSPECTIONS SHALL BE IN _ -- __ :- �.��_::� , - --- COMPLIANCE WITH AWS D1. 1. - --- - �� _____ I I EXT'G 12" x 1 6" C M U (TYP) a ' ° a u 1 A / j� a: 3 SS I 1 /2" SS N o , a ° ° • 4 4 ° 4 . . ° °. ° a a ° • 4 SPECIAL EXISTING BUILDING NOTES: 5 a Q a ° ° I . CONTRACTOR IS TO VERIFY ALL EXISTING WALLS, EQUIPMENT, _ I Q 4 . 4 �// �// STRUCTURAL ELEMENTS, ELECTRICAL, PLUMBING, ETC. PRIOR TO ORDERING BUILDING OR ANY MATERIAL. ° a IiI ° s ° ° 4 4 Q ° ° a 4 ° D a 4 [� W CO z ° ° 4 a s ° q °. a Z TI1 ryQrnI- tl? o � � o a ° ° a ° ° a a a a fY CO I E X X a ° 4a �1 `� . cn '/1 EXT'G PT 6" x 6" CO W rn w f •° 4 ° ° 4 U (TYP cn ° ° a a > ) z = N (� 4 ° ° ui °- 11T o zoom a a = Q 4 a N Q ° 4 a ° 4 Q Q -( ez 4 ° ° ° Q — V1 � Ij M ii 4 I v 1 CIS O :. ILI lI`1 CO is 1 of I w ' 1 1 O - - - - - - - - - - - - - - - - - - - - - EXT'G EDGE OF DECK o o - - - - — - - - - - - c w f I w z ` R '' I ' m Q 0 0 1 0 1 E' 1 z EXISTING PLAIN o 1/2" = I'-O" 0 E W O D t d Z u) w 2 < < < f 0 it U 3 P iii X II- -10 ^-1 0 X H co• Z O W d- Z 8 U (1) >- I- d }— < u_ u.1 I- LI X f U) = W U) m L1I f co C9 > L ul }- > (O J r Q t— ! W I 11 t U) ? 4. P% 42 emmusat CONTACT A MINIMUM OF 72 PE RS PRIOR TO DIGGIINS �SPRO7ECtlOrr k 1 y-- 7 J t T�' f; N1 G fi 8fF'GRE,s, a UTILITIES PROTECTION CENTER i-800-282-74: I I No. n372 * PROFESSIONAL i (- --- * I -' I,'���G i N � 7 DRAWING NUMBER A MO 2 SCALE: I/2" = I'-0" 11111611W P 0 I' 2' 3' 4' 2 OF 8 SHEETS i - - I 7'- I I " WALL LEGEND: 2 2"X 4" or 2"X 6"STUD WALL - I 1 -NO 6" 2-HOUR RATED S7U0 WALL - ' I I I EXISTING EXISTING 2 x 12 STRINGERS BUILDING ; ' i TOILET ACCESSORY LEGEND AND DECK �� 8'_0�� 8._0" LINE _..,00 go,r..-I -■. o No- TTD TOILET PAPER DISPENSOR • -G4-In ca=.,._= ..... aG_ 9..c. ... c...._...•r v rr B.... I P/T DISPENSOR/ TRASH RECEPTACLE (2) - 1 12.5 CLIP AT EACH I/2" PER 12" ROOF SLOPE } GO-BOLT LOCATION 1 -4 WITH 3/4" PT PLYWOOD WITH LAV LA VORATORY Wt IH MIRROR AND SOAP DISPENSOR fZAr I E R O R ( I ) - t1 I o - 30# FELT AND HYDROSTOP FD FLOOR DRAIN /t) i _ �__� BUILT UP ROOF SYSTEM- LII1 , V URINAL I I TTD n n T TOILET - NEW2x6CEILING, . ED i 0 ° ° � P� � I I D PIT o " 3 SS I I /2 55 2X4OR2x6STUDWALL (SEEPLAN) - 1 I i JOISTS AND 5/8 • • i SS SERVICE SINK ! o , • �� LAV ' LAV EXTERIOR FACE TO HAVE 1 5/32" 1- GYP. BOARD N 4.8 0 WF WATER COOLER DRINKING FOUNTAIN PLYWOOD AND TWEK WITH HARD( SIDING = w ` ( t ,,,� T T . - EACH RESTROOM IS TO DE VENTED DY USE 0 INTERIOR ; ° d OF OPENING - CODE REQUIRES CLEAR INSTALLED AS PER MANE. SPECS ° RESTROOM LAV 0 RSTROOM LAV o `� OPENINGS FOR VENTS TO DE 4% OF AREA = z E0 1 4 N 0 o ° o x TO DE VENTED - VENTS TO BE SCREENED k U GO-BOLT ` / ` N I G" x I G" (MIN) AND ARE TO SERVE AS w L // GENERAL NOTES: 0 SYSTEM - SEE PLAN (I) /� /// � RESTROOM VENTILATION AND AS 1. ACTUAL COLUMN SPACING AND SIZE TO BE AS PER (n FOR LOCATIONS I I I i s d e i PRE ENGINEERED BUILDING MANUFACTURER.2ux4 °2x4 . a 2xa. % d ' 2x4 HYDROSTATIC VENTS - SEE NOTES ON U o j Q ,° 4 _ °a" d a p ° a.°� - 2. METAL BUILDING TO HAVE EA VE HEIGHT AS SHOWN ON ELEVATIONS, _ �- °� a a d _ _ ° °. THIS SHEET FOR LOCATION OR SECTIONS. STANDING SEAM AND METAL ROOF SHALL BE DESIGNED > 'Cl" W 4 d a ° ° i a a ° ° AS PER THE MOST RECENT LOCAL, STA 7E AND FEDERAL CODES. EXISTING w Z 43 ° . d SLAB (v = 4 4 d '° d a 111 4 3. CONCRETE TO BE 3,000 PSI /28 DAY. Q I- . _ d a r --- ,\ <8 4 04 a °' - °_ 4 • 4. REINFORCEMENT TO BE GRADE 60 BARS. _ a M 0 rr (o<I (- V Q O J• c1L 5. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE MOST • ti• :'.'. _r J a L '' ' a L n •� i U G" RECENT LOCAL, STATE AND FEDERAL CODES. , LLl i X X LLi X EXT G PT G x G (2) - #5 CONT. I N A { ,� U) CO °' cn CO 6. ALLEXTER IORWALLSTOBE2x4WOODORMETALSTUDS BOIIOM AND ( I ) - #5 aQ (�P) AT 16" O.C. 6Y/TH ACOUSTICAL AND THERMAL /NSVLAT70N. - #4 DOWEL - EPDXY INTO EXT'G SLAB - ~� Q = CONT. NOSING BAR 5�-0�� TOTAL OF 4 SPACED EQUALLY w z < N 0 i • 0-- 7. ALL INTERIOR WALLS SHALL BE 2 x 4 or 2 x 6 WOOD OR ITT (I') Z G) CO W METAL STUDS AT 16" O.C. WITH ACOUSTICAL AND THERMAL - 4" SLAB WITH 12" X 12" n O Z = I ° I R001�/ FINISHES TO N INSULA770N. SEE INSULATION NOTES. TURN DOWN AT j Q DE AS PER OWNER N ]�/ 8. ALL GYP. BOARD WALLS TO BE TAPED, SANDED, PRIMED AND OUTSIDE EDGES ~-1 <MINIMUM WALL AND HEADER STUD REQUIREMENTS PAINTED - COLOR AS PER OWNER. J U) T Q SPECS. ` (f) 9. METAL BUILDING MANUFACTURER TO FURNISH COMPLETE I 1 MAXIMUM HEADER SPAN (FT.) BUILDING SYSTEM INCLUDING BUT NOT LIMITED TO ROOFING ° DOORS TO DE - _�- MEMBRANE, INSULATION, ROOF DECK, STRUCTURE, FASCIA, GUTTER TP. BUILDING SECTION 3 ft 6 ft 9 ft 12 ft SYSTEM AND EXTERIOR WALL SYSTEM. C n 1 EXTERIOR 3'-O" x G'-8" STUD WALL V J ~ NUMBER OF HEADER STUDS 10. BUILDING STRUCTURE TO BE DESIGNED TO SUPPORT HVAC UNITS NOT TO SCALE Q 1. OR AS PER OWNER W j, SUPPORTING EACH END OF THE HEADER AS NECESSARY. 11. INTERIOR FIRE WALLS SHALL BE 2 x 4 or 2 x 6 WOOD OR METAL SPECS. 1 2 2 STUDS A T 16 0.C. - 1 OR 2 HOUR RA TED (see plans) WITH ACOUSTICAL AND THERMAL INSULATION (see insolatron nofes) AND SHALL { UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS EXTEND TO THE ROOF o 1 I NEW LOO PLAN ` WALL HEIGHT SPACING AT EACH END OF THE HEADER , ' N,,'I DOUBLE 2 x _ WITH 1/2" 10 FEET 12. EXTERIOR WALLS (wood or metal) ARE TO BE F/RE RETARDANT. N`l'I/2" = I _0 PLYWOOD "SANDWICHED" 16"o/c 2 2 3 3 ` a OR LESS BETWEEN 13. ALL STRUCTURAL COMPONENTS ARE TO BE 1 HOUR RATED (min.) I GREATER THEN 16"o c 2 2 3 3 OR 1 HOUR PROTECTED (min.) o o U 10 FEET / _ 0 o T of 0 z I v i w N ( < 0 C1 t STUD WALL DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's © 16" O.C.) 0 I ,�; (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS GENERAL BUILDING ENVELOPE NOTES: P WALL (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8'-0" OPENINGS 1. ALL JOINTS AND PENETRATIONS ARE TO BE CAULKED, GASKETED OR COVERED t) BOARD (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS WITH A MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL INSTALLED IN Z t ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GASKET ALONG O DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's © 16" O.C.) EDGE OF SHIELD 1/4" THICK I-, u HEADER SECTION 2. WINDOWS, DOORS AND SKYLIGHTS SHALL BE CERTIFIED AS MEETING LEAKAGE ALUMINUM SHIELD NOT TO SCALE (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS REQUIREMENTS. I.O.. Q w U) i. (2) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8'-O" OPENINGS ALUMINUM - 3. BUILDING ENVELOPE COMPONENTS R-VALUES AND U-FACTORS SHALL BE ANGLES, TYR Q z J GENERAL STRUCTURAL NOTES : (2) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS LABELED AS CERTIFIED. ALUMINUM U7 j ANGLES, TYP. APPLY SEALANT 2 < < < I j g 4. NO INSULATION SHALL BE INSTALLED ON A SUSPENDED CEILING WITH -- / HYDRO-STOP 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING : 4) DESIGN CRITERA : REMOVABLE CEILING PANELS. S.S. LAG o c c V BARRIER GUARD TO 0 (Y (� BOLTS. BOLTED W/LEADED E 1'-0" MIN. ABOVE O W (Y -U SHIELD CONNECTION -�_�_ FLOOD PLAIN E _' O --- FLOOD PLAIN, TYP. }F- -I 0 '-I 0 Z (A) INTERNATIONAL BUILDING CODE - 2006 (IBC - 2006) FLOOR LIVE LOAD e�r,:�a 5. "OTHER" COMPONENTS SHALL HAVE SUPPORTING DOCUMENTATION FOR -- W .,fr' f��" ' PROPOSED U-FACTORS. EXTERIOR OF BUILDING (1) ~ W W Q FLOOR LIVE LOAD = 40 PSF �3 (.4::„,,,:,--- " , (B) STANDARD FOR HURRICANE RESISTANT ENTIAL , ° 11-!- 0 Ui U) w CONSTRUCTION (SSTD-11-99) BALCONY L? E LOAD-(u,au < 100 ft"2) - 00 P3F -'0'1 >kid', - _t:-', �� A<F 6. INSULATION SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S m Q p H a r BALCONY LIVE LOAD (area > 100 ftA2) = 100 PSF - s>'= '''.,,i , >,,,�9 INSTRUCTIONS WHICH IS IN SUBSTANTIAL CONTACT WITH THE SURFACE BEING GASKET ALONG =' k=�s'''' 5"' BOTTOM OF SHIELD Z p z 0(G) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND �, „; A>�; :�f .,.. INSULATED AND IN A MANNER THAT ACHIEVES THE RATED R-VALUE SHALL BE FIN. FLR. OQ T o PHMILt DrVELLI GS (l9i5 SSC HiGh-WIND !DIT1viv) ROOF LIVE LOAD -'.i °A. ''R-'p ELEV. _I J IL Z t , .� INSTALLED WITHOUT COMPRESSING THE INSULATION. _ ! "ii .�a �" f. U) Z n 2) WINDOWS, GLASS DOORS AND SKYLIGHTS SHALL BE APPROVED AND ROOF LIVE LOAD = 20 PSF ,,,i at." U } (!) ? '- _a,,14 $ 7. STAIR, ELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INTAKE AND Q < Q INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES ,_ ROOF SNOW LOAD N_- EXHAUST OPENINGS IN THE BUILDING ENVELOPE SHALL BE EQUIPPED WITH Double LL Q W 1-- W -- 'o AS REQUIRED BY SSTD 11-99. DOCUMENTATION OF COMPLIANCE SHALL MOTORIZED DAMPERS. Dry Proofing Single O r P e rs o n e l Door Shield Detail W (� w �- BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE GROUND SNOW LOAD (PG) = 0 PSF NOT TO SCALE U) I m CD CC I FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) 1- >- 1 FLAT ROOF SNOW LOAD (PF) = 0 PSF 8. CARGO DOORS, LOADING DOCK DOORS AND GARAGE DOORS ARE TO BE z _. I• o 1, 3) IF APPROVED DOORS, WINDOWS OR SKYLIGHTS ARE NOT USED, THEN WOOD SNOW EXPOSURE FACTOR (CE) = t0 WEATHER SEALED. 1- O STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. PANELS WILL SNOW LOAD IMPORTANCE FACTOR (I) = 1.0 ji�'> l ��t- ' j = HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 8 THERMAL FACTOR (CT) = 1.0 �r �_ � ', 9. RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING ENVELOPE ARE TO GENERAL FLOOD PROTECTION NOTES : LL1 t0 FEET. PANELS MUST BE PRECUT TO SIZE WITH ATTACHMENT HARDWARE -c-ii-;,-,-c i r BE TYPE IC RATED AS MEETING ASTM E283, AND SHALL BE SEALED WITH GASKET =- PROVIDED AND NUMBERED SO THAT AN OWNER WILL BE ABLE TO WIND LOADS OR CAULK. .-I .- Z IDENTIFY THE PROPER LOCATION FOR EACH PANEL (IBC 301.2.1.2 AND 1I (fig - L=ice' t4{ I . FIN. FLR. = 9.00 +/- (29 DATUM) Q z SSTD 604) BASIC WIND SPEED = 130 MPH 2. FIN. FLR. = 8.06 +1- {88 DATUM) U WIND IMPORTANCE FACTOR (I) = 1.0 {; ' I-2' T.tiCA�v ., 3. FLOOD ZONE = EL 12.0 (88 DATUM) :iii WIND EXPOSURE = C - 4. FLOOD PROTECTION SHALL BE TO •EXPOSURE B EXPOSURE C EXPOSURE 0 ,,, : .. _ ELEVATION 13.0 (MINIMUM, 88 DATUM) INCLUDING INLAND INCLUDING ISLANDS AND INCLUDING ISLANDS AND GENERAL NOTES: 5. ALL ELEVATIONS TO BE VERIFIED BY EARTHQUAKE DESIGN DATA PROPERTY ONLY WATER/MARSH FRONT PROPERTY WATER/MARSH FRONT PROPERTY A REGISTERED SURVEYOR PRIOR TO SEISMIC IMPORTANCE FACTOR (IE) = 1.0 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CONSTRUCTION. SEISMIC USE GROUP = 1 THE MOST RECENT LOCAL, STATE AND FEDERAL CODES. MEAN ROOF ZONE (4) ZONE (5) ZONE (4) ZONE (5) ZONE (4) ZONE (5) CrCOTRAL RC3f'Ot/CC AOOELCRATION (33) - 0.404 U I; HEIGHT O O O O O O ( ) CONTACT A MINIMUI CF 7,. F-1 PS _ .• 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL _ _ PRIDR TO DIGGIN - EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ` 9 Tec TrON`J g 15' DP 35 DP 45 DP 40 DP 50 DP 50 DP 60 ; , AND FOR AVO/DING CONFLICT WITH SAME. ANY DAMAGE TO SITE CLASS = 0 EXISTING UTILITIES SHALL BE REPAIRED A T THE EXPENSE OF 20' DP 35 DP 45 DP 45 DP 55 DP 50 DP 65 SEISMIC DESIGN CATEGORY = D - ' SEISMIC RESPONSE COEFFICIENT (CS) = .06 THE CONTRACTOR. ( a 25' DP 35 DP 45 DP 45 DP 55 DP 55 DP 65 RESPONSE MODIFICATION FACTOR (R) = 6 SPECIAL AE AND VE ZONE NOTES : 1 BASIC SEISMIC FORCE RESISTING SYSTEM = BEARING WALLS WITH SHEAR PANELS "' 30' DP 35 DP 45 DP 50 DP '60 DP 55 DP 70 DCStGrr DFSC JriCHrc (v) = 4s njPS I. BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF �4 otF�'f0s, ANALYSIS PROCEDURE = SIMPLIFIED ANALYSIS PROCEDURE (1617.5) GENERAL NOTES. I'ABOVE FLOOD. 35' DP 35 OP 45 DP 50 DP 60 DP 55 UTILITIES PROTECTION CENTER 2. BUILDINGS IN "VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL 800 282 7 ? I 40' DP 40 DP 45 DP 50 DP 65 DP 60 DP 70 1. WHERE REQUIRED, RESTROOMS TO BE AS PER ADA CODES WITH MEMBERS T A MINIMUM OF I'ABOVE FLOOD. ADA APPROVED GRAB BARS. 45' OP 40 DP 50 DP 55 DP 65 DP 60 OP 75 2. ALL TOILETS TO BE TANK TYPE FLOOR MOUNTED. 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, ( j _HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF 1'ABOVE FLOOD.50' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 3. ALL FLOOR DRAINS MUST HAVE TRAPS. . FLOOD VENTS ARE REQUIRED IN "AE"ZONS AND ARE TO HAVE 1 SQUARE INCH/ -- NOTES : 4. ALL RESTROOMS TO HAVE MIRRORS, SOAP DISPENSERS, SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3",A * NO. 2$372 _, PAPER TOWEL DISPENSERS, EXHAUST FANS AND TRASH CANS. MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND k 1. DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT (PSF) PERIMETER. BOTTOM OF OPENING SHALL BE 1 2"OR LESS ABOVE ADJACENT 1- vg,-y.:- 2. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 5. ALL TOILET FIXTURES INCLUDING COUNTER TOPS TO BE GRADE. FA G I NE� CONTRACTOR SUPPLIED AND INSTALLED. 9 ,q 3. a = LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA 6. ALL PLUMBING FIXTURES, ACCESSORIES AND EQUIPMENT 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH 1 ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. A. THE SMALLER OF THE FOLLOWING TO BE OF THE TYPE, MOUNTING HEIGHTS AND SPACING AS PER I. 109 OF THE LEAST HORIZONTAL DIMENSION 5 711E MOST RECENT LOCAL, STATE AND FEDERAL CODES. r ii. OR; 4h DRAWING NUMBER Z CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING a 8. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING : 0 a a U77L177ES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR i. 4% OF THE LEAST HORIZONTAL DIMENSION AVOIDING CONFLICT Wl771 SAME. ANY DAMAGE TO EXISTING SPECIAL EXISTING BUILDING NOTES: ii. OR; 3 FEET U77LIT7ES SHALL BE REPAIRED AT THE EXPENSE OF THE S S CONTRACTOR. I . CONTRACTOR IS TO VERIFY ALL EXISTING WALLS, EQUIPMENT, SCALE: I/2" = I'-O" DOOR AND WINDOW DESIGN PRESSURE O O STRUCTURAL ELEMENTS, ELECTRICAL, PLUMBING, ETC. PRIOR TO RATING (DP) ZONE LOCATIONS 8. BUILDING IS NOT SPRINKLER PROTECTED. ORDERING BUILDING OR ANY MATERIAL. y a a t 9. PLUMBING WALLS TO BE CONSTRUCTED AS REQUIRED. O I. 2' 3' 4' 3 O F 8 SH E ETS n ELECTRICAL LEGEND 4a DUPLEX RECEPTACLE OUTLET CO 12" ON CENTER ABOVE FINISH FLOOR. GFI I -e DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPT i j EXT'G 12" x 16" A TELEPHONE OUTLET (SEE T/C DETAIL) ' CONNECT TO EXTG CONNECT TO EXTG i r CMU (TYP) BUILDING WIRING BUILDING WRING 0 ELETRIC PANEL BOARD S SWITCH j I I I I TELEPHONE BACKBOARD d y �� y 0 1 ° I r--- F.–, 3/4 W , r---- • 1 � I' 1 �� _._1, I Q COMPUTER OUTLET (SEE T C DETAIL)/2" OC ( / ) /// ice. 11 • o i, i r c: 11 _�_ 0 ,, //. ° L° \ - __,..'/ / / i L° \ � -" / / i ENG./X EMERGENCY / EXIT LIGHT COMBO. I i ° Q ) l L_ �1 ) `-'r-- I L_ -) z I 4 4 a 4 y 1 EMERGENCY / EXIT LIGHT Q it----1 �r----1 i, / \ / \ i, d ' ° I.. I' Q R ' � r� C2 '�� !� `--I NEMA 1 DISCONNECT SWITCH CD Q \ ... } o a 43B NEMA 3R DISCONN ECT SWITCH� ( L-- J /// t I L--- -) t a a S Q a ' / I- J i0 JUNCTION BOX (CEILING OR WALL MOUNTED) _ x Yom. / c I E 4 d --7 - • 7 ® SMOKE DETECTOR CO•Q a 14 a a ° c 1 IT F,° • a §Q a d . b ° Q°Q 4 ab ° 0 LOW BAY TYPE LIGHT a as —1 Q ad _ EXHAUST FAN. ° Q ° n a ' °'• a ✓Q ° 4 u 2 x 4 FLUORESCENT LIGHT FIXTURE. 111 d a z z Q Q Q G Q °a. .° pd _ .od d G a Q - —� °. ° ° °. Q Q 2 x 2 FLUORESCENT LIGHT FIXTURE I I I < A XQ ° W ��� �-} A EXT'G PT 6" X 6" ¢ INCANDESCENT LIGHT FIXTURE (f) O� . (�P) PORCH STYLE LIGHT jj� W 5- a Q ® THERMOSTAT V Q Cm1 Q W Cl)�} . LJ z Q C\I Q Q p- N COMBINATION STARTER AND DISCONNECT SWITCH i i O z O m f N MN SUFRACE MOUNTED FLUORESCENT FIXTURE n z Q Q SEE FIXYURE SCHEDULE FOR LENGTH Q J A. — F—g TRACK LIGHT �- t i j a 11- 0_ R-, ,i V t 0-1 WALL MOUNTED INCANDESCENT FIXTURE i. X4 y t<� t :,-,;\'-,' W '- ` .jL;� j ,t�� �= O RECESSED INCANDESCENT DOWNLIGHT 0 1 ''':'µryq Yti\ C 1 A, i'ti°' wir PENDANT MOUNTED INCANDESCENT FIXTURE milim' `., CEILING FAN = i o. LIGHTING AND POWER PLAN ' \ U V' c I12" = I LO" 0 CONDUIT STUBBED UP OR TURNING UP Q Z 0 � o CONDUIT TURNING DOWN A WI a�a •ci 'w o i .. 6 _ .: r / L' w < o 8E y 9 P Qj PUSHBUTTON START/STOP STATION, "P" INDICATES PILOT LIGHT v ' UST BE COPPER Ni 1 u 1 Ni Vi °ILCAl ti;L DOUBLE DUPLEX ( 4-PLEX ) RECEPTACLE, NEMA 5-20 m; re —e SINGLE CONVENIENCE RECEPTACLE, NEMA 5-20 U.O.N.; 12" A.F.F., U.O.N. Z 103QiI , Vii, �-, a. L,—._ .mot :_� .,,�°>.,ys_ ,_a 4 SPECIAL PURPOSE CONNECTION 4 E w 1 0 120V, 1PH DIRECT CONNECTION 0 D < Z f 1 V 120V, 1PH JUNCTION BOX D > 208-240V, 1PH SINGLE RECEPTACLE O X C (0 Z J X 0 208-240V, 1PH DIRECT CONNECTION F. --I 0 '-I ° 1 CI) al W CC 0 W r 208-240V, 1PH JUNCTION BOX IX m � D IV MANUAL MOTOR STARTER, 120 VOLT WITH OVERLOAD PROTECTION }- 0 Z 0 Z � W +18" : 18" AFF HEIGHT ABOVE FINISHED FLOOR, MEASURED TO CENTERLINE OF BOX U (f) > U1 ZZ b < >>— Q < Li- > W LU MOTOR CONNECTION H = m _Z , U STUB OUT ABOVE CEILING, INSTALL INSULATED BUSHING W =I — H I M W J Ill MANUAL MOTOR STARTER J r- t^ Q SINGLE POLE, SINGLE THROW, 20A/120V LIGHT SWITCH W , 0 w THREE WAY, 20A/120V LIGHT SWITCH 3 SINGLE POLE, SINGLE THROW, 20A / 120V LIGHT SWITCH - e v ^ 1 f $,. P "P" INDICATES PILOT LIGHT CON ACT MINI J i 72 ,;;,;. PRIOR TO Di6G;NG S 4RORYT,EjCTIOr, x T TELEPHONE HOMERUN TO BACKBOARD ,t-..-- INDICATES 1/2"C. WITH D.C. CONDUCTORS 74,; UTILITIES PROTECTION CE !:ER t 1-800-282-74' 0 EQUIPMENT CONNECTION �p R G/ ‘20,c,1 ST£ P /' \ BRANCH CIRCUIT CONDUIT IN OR BELOW SLAB �� - * No. 28372 BRANCH CIRCUIT HOMERUN TO PANELBOARD WITH CONTINUOUS GREEN -1g,-1, SPECIAL EXISTING BUILDING NOTES: GROUND WIRE PER N.E.C., UNLESS OTHERWISE NOTED; CONCEALED OVERHEAD 4, (('N Gs Nti�'� I . CONTRACTOR IS TO VERIFY ALL EXISTING WALLS, EQUIPMENT, 5 PANEL; SLASHES INDICATE NO. OF WIRES ( NOT INCLUDING GROUND ); 'A 13 STRUCTURAL ELEMENTS, ELECTRICAL, PLUMBING, ETC. PRIOR TO NO SLASHES INDICATES TWO WIRES f. ORDERING BUILDING OR ANY MATERIAL. 1 3 ti I v VOLUME CONTROL - J-BOX ( SIZE PER SYSTEM REQUIRMENTS ) DRAWING NUMBER K A C TRANSFORMER FS FIRE-STAT t` B 0 BUZZER / BELL O SPEAKER SCALE: I/2" = I'-O" 1111.111W i Q DUCT SMOKE DETECTOR J-BOX FOR TV CABLE 0 I' 2' 3' 4' 4 OF 8 SHEL I S s Ansamearmameamor GENERAL. NOTES GENERIC EXTERIOR LOOMING TOTES 1. HEAT LAMPS, SEC POWER FLAN, SHEET C 2 FOR OIROUIT (CQUIRCtiICIJTS. 1. WITHIN EACH NON-TRADABLE AREA / SURFACE, TOTAL PROPOSED WATTS MUST BE AT LESS THAN OR EQUAL TO TOTAL ALLOWED WATTS AS PER COMCHECK SOFTWARE. ACROSS ALL TRADABLE AREAS •2. LIOI IT FI)(TURC, SUPPLIED WTI I FRCCZCR / 3TORAOC / 000LCR. / SURFACES, TOTAL PROPOSED WATTS MUST BE LESS THAN OR EQUAL TO TOTAL ALLOWED WATTS AS PER :: COMCHECK SOFTWARE. SPECIAL EXISTING BUILDING NOTES: 3. NIGHT LIGHT - 2 LAMPS TO REMAIN ON AT ALL TIMES. CONNECT 2. ALL EXEMPTION CLAIMS ARE ASSOCIATED WITH FIXTURES THAT HAVE A CONTROL DEVICE INDEPENDENT I . CONTRACTOR IS TO VERIFY ALL EXISTING WALLS, EQUIPMENT, EMERGENCY BATTERY PACK IN LIGHT FIXTURE TO UNSWITCHED OF THE CONTROL OF THE NONEXEMPT LIGHTING. STRUCTURAL ELEMENTS, ELECTRICAL, PLUMBING, ETC. PRIOR TO CONDUCTORS. ORDERING BUILDING OR ANY MATERIAL. 3. LIGHTING NOT DESIGNATED FOR DUSK-TO-DAWN OPERATION IS CONTROLLED BY EITHER A PHOTOSENSOR 4. RCFRIDOCRATOR / FREEZER LIOIIT 3WITCII WITII PILOT LIMIT. (with time switch), OR AN ASTRONOMICAL TIME SWITCH. 5. ELECTRICAL CONTRACTOR TO PROVIDE RECEPTACLE FOR ALL 4. LIGHTING DESIGNATED FOR DUSK-TO-DAWN OPERATION IS CONTROLLED BY AN ASTRONOMICAL TIME PLUG-IN TYPE LIGHT FIXTURES. FOLD COORDINATE. SWITCH OR PHOTOSENSOR. t � 5. ALL TIME SWITCHES ARE CAPABLE OF RETAINING PROGRAMMING AND THE TIME SETTING DURING LOSS . CXACT LOCATION 441TII;OWNCR. OF POWER FOR A PERIOD OF AT LEAST 10 HOURS. 0 (-/5 I i 6. ALL EXTERIOR BUILDING GROUNDS LUMINAIRES THAT OPERATE AT GREATER THAN 100 WATTS HAVE w ! I MINIMUM EFFICACY OF 60 LUMEN / WATT. c ELECTRICAL NOTES NOTES EXCEPTION: LIGHTING THAT HAS BEEN CLAIMED AS EXEMPT AND IS INDENTIFIED AS SUCH IN SECTION 3 OF THE COMCHECK SOFTWARE TABLE 3. 1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES AND 11. JUNCTION AND OUTLET BOXES: - INTERIOR & RECESSED: GALV. STEEL REGULATIONS INCLUDING THE CURRENT EDITION OF THE NATIONAL ELECTRIC OR PLASTIC IF ALLOWED BY CODE LIGHTING THAT IS SPECIFICALLY DESIGNATED AS REQUIRED BY A HEALTH OR LIFE SAFTEY STATUE, ORDINANCE OR REGULATION. 7" CODE. N.E.C. - EXTERIOR EXPOSED: CAST ALLOY .._.. EMERGENCY LIGHTING THAT IS AUTOMATICALLY OFF DURING NORMAL BUILDING OPERATION. 2. CONDUCTORS SHALL BE COPPER w/ THW OR THHN INSULATION, UNLESS 12. CIRCUIT BREAKER INTERUPTING DATA IS ASSUMED. ACTUAL A.I.C. WILL FOLLOW r OTHERWISE NOTED. AFTER RECEIPT OF REQESTED AVAILABLE FAULT CURRENT FROM THE LOCAL LIGHTING THAT IS CONTROLLED BY MOTION SENSOR. v 1 J ELECTRIC UTILITY. CONTRACTOR TO VERIFY BEFORE ORDERING EQUIPMENT. J I 3. RACEWAYS BELOW GRADE SHALL BE SCH.40 PVC. RACEWAYS ABOVE SLAB PROVIDE THE CITY WITH A LETTER FROM SEPCO STATING THE AVAILABLE C) o SHALL BE RIGID EMT w/STEEL COMPRESSION FITTINGS AND SEALTITE WITH FAULT CURRENT AND VOLTAGE. COMPATIBLE FITTINGS WHERE REQUIRED. CABLE TYPES: MC, AC, OR NMC ' >., I MAY BE USED WHERE ALLOWED BY CODE. 13. CONTRACTOR TO VERIFY ALL CIRCUIT REQUIREMENTS WITH ACTUAL EQUIPMENT W PROVIDED. CO LU 4. EQUIPMENT CONNECTIONS SHALL BE MADE WITH SHORT SECTIONS OF FLEX- N FLEXIBLE CONDUIT (SEALTITE IN EXT. LOCATIONS) USING COMPATIBLE FITTNGS. 14. ALL OUTLETS AND RECEPTICLES IN ALL FIRE RATED PARTITIONS SIC Iv) O SHALL BE FIRE STOPPED. ALL CONDUIT IN FIRE RATED PARTITIONS -� (Y �p "5. PROVIDE GROUNDING CONDUCTORS IN ALL CONDUIT. SHALL BE EMT. SEAL ALL POINTS OF PENETRATION w/ 3M FIRE BARRIER 1. TOTAL PROPOSED WATTS MUST BE LESS THAN OR EQUAL TO TOTAL ALLOWED WATTS AS PER COMCHECK SOFTWARE. ✓ < I N w v CAULK OR EQUAL. co 6. DEVICES SHALL BE SPECIFICATION GRADE w/COLOR AS SELECTED. DEVICE 2. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET FROM THE PERIMETER SHALL HAVE LIGHTING -- Q(/) , CO I PLATES SHALL BE SMOOTH PLASTIC. 15. ALL LIGHT FIXTURES OR ANY ELECTRICAL COMPONENTS WHICH PENETRATE CONTROLS SEPARATE FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. U (I) z Q N C A FIRE WALL SYSTEM SHALL BE FIRE STOPPED. ALL CONDUIT IN FIRE RATED 3. DAYLIGHT ZONES HAVE INDIVIDUAL LIGHTING CONTROLS INDEPENDANT FROM THAT OF THE GENERAL AREA I I O z 0 WALLS OR PARTITIONS SHALL BE EMT. SEAL ALL POINTS OF PENETRATION WITH LIGHTING. Oz (3) C0 FIRE BARRIER CAULK OF EQUAL. _ 1 7. DISCONNECT SWITCHES: INDOOR - GENERAL NEMA 1 r- Q � OUTDOOR - HEAVY DUTY NEMA 3R EXCEPTIONS: CONTIGUOUS DAYLIGHT ZONES SPANNING NO MORE THAN TWO ORIENTATIONS ARE J 16. PENETRATIONS OF ALL FIRE-RATED WALLS WITH A FIRE RATING OF MORE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE. 8. PANELBOARDS (INDOOR-NEMA 1)(OUTDOOR-NEMA 3R):w/PLATED ALUM. THAN ONE HOUR SHALL BE IN ACCORDANCE AN APPROVED U.L. DESIGN. r Q OR COPPER BUSSES. ARRANGED FOR DISTRIBUTED PHASE CONNECTIONS DAYLIGHT SPACES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR .___I FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING 1 I I FULL NEUTRAL BUS, ISOLATED GROUND BAR, PLUG IN BRANCH CIRCUIT 17. PROVIDE TELEPHONE BOX AND COVER AT ALL LOCATIONS SHOWN WITH A BREAKERS AND BOLT-ON MAIN BREAKERS. 1/2" CONDUIT STUBBED ABOVE CEILING. 4. INDEPENDANT CONTROLS FOR EACH SPACE (switch / occupancy sensor) 9. INSTALL A TYPEWRITTEN CIRCUIT DIRECTORY ON PANELBOARD COVER EXCEPTIONS: AREAS DESIGNATED AS SECURITY OR EMERGENCY AREAS THAT MUST BE CONTINUOUSLY ILLUMINATED. A INTERIOR, REFLECTING AN "AS WIRED" CONDITION AFTER COMPLETED 18. ALL LOW VOLTAGE SYSTEMS IS BY OTHERS. CI� LIGHTING IN STAIRWAYS OR CORRIDORS THAT ARE ELEMENTS OF THE MEANS OF EGRESS. a WIRING. 19. ALL SECURITY WIRING, SPEAKER, TELEPHONE, ETC. TO BE 10. LIGHTING FIXTURES SHALL BE SUPPLIED COMPLETE w/LAMPS AND ALL COORDINATED WITH LOW VOLTAGE DESIGNER AND/OR CONTRACTOR 5. MASTER SWITCH AT ENTRY TO HOTEL / MOTEL GUEST ROOM. a) A NECESSARY MOUNTING HARDWARE, HANGERS AND TRIM. FLOURESENT INSTANT START LIGHTING SHALL HAVE T-8 LAMPS AND ELECTRONIC BALLASTS. 6. INDIVIDUAL DWELLING UNITS SEPARATELY METERED. x G 1 7. MEDICAL TASK LIGHTING z LIGHTING OR ART / HISTORY DISPLAY LIGHTING CLAIMED TO BE EXEMPT FROM COMPLIANCE w 4 HAS A CONTROL DEVICE INDEPENDANT OF THE CONTROL OF THE NONEXEMPT LIGHTING. (MA) 8. EACH SPACE REQUIRED TO HAVE A MANUAL CONTROL ALSO ALLOWS FOR REDUCING THE CONNECTED LIGHTING GOCRAL LOAD BY AT LEAST 50 PERCENT BY EITHER CONTROLLING ALL LUMINAIRES, DUAL SWITCHING OF ALTERNATE < Q i ELECTRICAL NOTES ROWS OR LUMINAIRES, ALTERNATE LUMINAIRES, OR ALTERNATE LAMPS, SWITCHING THE MIDDLE LAMP LUMINAIRES o 2 i o 1 INDEPENDENTLY OF OTHER LAMPS OR SWITCHING EACH LUMINAIRE OR EACH LAMP. 0 I 1. THE EQUIPMENT ROUGH-INS AS SHOWN ARE ACCURATE 10. ALL EXTERIOR RECEPTACLES, JUNCTION BOXES AND EQUIPMENT EXCEPTIONS: ONLY ONE LUMINAlRE IN SPACE. ' ° I TO THE BEST OF OUR KNOWLEDGE. HOWEVER, IN SOME SHALL BE GFI AND WEATHERPROOF. AN OCCUPANT-SENSING DEVICE CONTROLS THE AREA. i ° ° ' Y,, INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. 11. INSULATE ALL CONDUIT PASSING THROUGH WALK-IN COOLER, FILL THEREFORE, THE CONTRACTOR SHALL VERIFY ALL AROUND CONDUIT WITH DUCT SEAL WHERE IT PASSES THROUGH THE AREA IS A CORRIDOR, STOREROOM, RESTROOM, PUBLIC LOBBY OR SLEEPING UNIT. CRITICAL DIMENSIONS WITH OWNER PRIOR TO COOLER WALL OR CEILING. CONSTRUCTION. FAILURE OF THE CONTRACTOR TO AREAS THAT USE LESS THEN 0.6 WATTS/SQ. FT. VERIFY THESE DIMENSIONS SHALL PLACE THE 12. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY 9. AUTOMATIC LIGHTING SHUTOFF CONTROL IN BUILDINGS LARGER THAN 5,000 SQ. FT. z RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION ROUTING IN CEILING SPACE. NO EXTERIOR CONDUIT WILL BE 0 DIRECTLY UPON THE CONTRACTOR. ACCEPTED, U.O.N. EXCEPTIONS: SLEEPING UNITS, PATIENT CARE AREAS; AND SPACES WHERE AUTOMATIC SHUTOFF WOULD F. 2. STARTERS AND RELATED WIRING SHALL BE INSTALLED 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE ENDANGER SAFTEY OR SECURITY. Q w BY ELECTRICAL CONTRACTOR. OVERLOAD UNITS SHALL AVAILABLE SHORT CIRCUITCURRENT AT THE SUPPLY TERMINALS 10. PHOTOCELL / ASTRONOMICAL TIME SWITCH ON EXTERIOR LIGHTS. < Z BE INSTALLED AS PER NAME PLATE DATA ON EQUIPMENT FROM THE POWER COMPANY. THE SERVICE EQUIPMENT SHALL W EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED MEET OR EXCEED THIS RATING PER N.E.C. EXCEPTIONS: LIGHTING INTENDED FOR 24 HOUR USE. Ua a: WITH STARTERS INSTALLED ( HVAC UNITS, DISHWASHERS, < Q < ETC. ) AT THEIR POINT OF MANUFACTURE, ALL STARTERS 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY, PRIOR TO ANY 11. TANDEM WIRED ONE-LAMP AND THREE-LAMP BALLASTED LUMINAIRES (no single-lamp ballasts). Q SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL INDIVIDUAL CIRCUIT'S INSTALLATION, TO VERIFY WITH ALL OTHER W J J O i CONTRACTOR. THE ELECTRICAL CONTRACTOR WILL MOUNT TRADES CONCERNED THAT THE CIRCUIT WITH DEVICES AS DRAWN EXCEPTIONS: ELECTRONIC HIGH-FREQUENCY BALLASTS; LUMINAIRES ON EMERGENCY CIRCUITS OR WITH NO W u.; ., ALL SUCH STARTERS, AS DIRECTED, FURNISHING SUPPORTING IS ADEQUATE IN SIZE AND MAKE-UP FOR THE MECHANICAL AND/OR AVAILABLE PAIR. (~!) W W H 1 p'C.9 X U O STRUCTURES WHERE NECESSARY. KITCHEN EQUIPMENT TO BE INSTALLED. IF ANY CONFLICT IN 12. RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING ENVELOPE ARE TO BE TYPE IC RATED AS MEETING ¢ (� Z VOLTAGE, PHASE, OR LOAD IS ENCOUNTERED WHICH WOULD ALTER ASTM E283, AND SHALL BE SEALED WITH GASKET OR CAULK. > 3. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION THE CIRCUIT SIZE, THE CONTRACTOR SHALL NOTIFY THE OWNER z SHALL BE BORNE BY THE CONTRACTOR IN ORDER TO DELIVER IMMEDIATELY. FAILURE TO DO SO SHALL PLACE THE RESPONSIBILITY I" O O TO THE OWNER A FINISHED BUILDING, READY FOR OCCUPANCY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY UPON THE -I �` U U AND 100% OPERATION. CONTRACTOR. Q > d CO E i 4. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR 15. COORDINATE WITH LOCAL UTILITIES FOR THEIR REQUIREMENTS. IL- W W U CO THE EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE I C>7W OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OCCUPANCY. 16. ANY ELECTRICAL OUTLETS WITHIN 6 FEET OF A SINK SHALL BE { GFI PROTECTED. PROVIDE EITHER INDIVIDUAL GFI DEVICES OR GFI W =F}- I--- b 5. ALL PANELBOARDS AND EMERGENCY LIGHTING DISCONNECT CIRCUIT BREAKERS, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS W I u SWITCHES SHALL BE LABELED WITH RESPECT TO THEIR OR SCHEDULES. kli TITLE, VOLTAGE AND PHASE; I.E. PANEL "A" 120 / 208 / 3 PHASE. SPECIAL AE AND VE ZONE NOTES : ,v J LABEL SHALL BE PHENOLIC PLASTIC WITH WHITE LETTERS 17. PROVIDE A 120 VOLT RECEPTACLE WITHIN 25 FEET OF ALL HVAC4 ¢ L- AND BLACK BACKGROUND. LABELS SHALL BE PERMANENTLY EQUIPMENT ON THE ROOF. , � '' t�C FIXED TO THE EQUIPMENT. 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A �' ' 1 �'�" � i4 A --(.3 '- MINIMUM OF 1' ABOVE FLOOD. _,;t, ', ,4 i,, 1°' cA1 Ica L 6. ANY COSTS INCURRED DUE TO LACK OF COOPERATION AMONG 19. ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE CASH REGISTER s,-a"q' , , ;''-''gSS`� 5i, £., -,,,-� THE TRADES SHALL BE BORNE BY THE CONTRACTOR. COMMUNICATION CABLE IS FURNISHED AND INSTALLED BY OCCUPANT. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL y�,,Oit°1 .t _ ,„.,,,0-(4u s STRUCTURAL MEMBER SET A MINIMUM OF 1' ABOVE FLOOD. m.-°" , yc�tc 2 7. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS 20. SEE SHEET K-4 FOR POWER SHEET ROUGH-IN PLAN. p j g`-Nz i EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, } WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT 21. ALL FIXTURES TO BE PROPERLY SECURED TO PREVENT MOVING ONCE PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM ' ' q TO THE PROPOSAL FOR MATERIALS AND LABOR, BECAUSE OF IN PLACE. OF 1' ABOVE FLOOD. ,, DIFFICULTIES ENCOUNTERED, WILL NOT BE RECOGNIZED IF CONTACT A MINIMUM Or 72 H RS THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION 22. ALL CONDUIT ( RIGID & FLEXIBLE ) SHALL BE PROPERLY SECURED 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 r PRIOR TO DIGGING SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ��� '''' �%, i'' �Seaorecrroh,`J BEEN MADE. AND NOT ALLOWED TO LAY ON FLOOR, ETC. _ ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS e Vk E 1`'ICT UD2 _ 8. CONTRACTORS SHALL VERIFY SERVICE VOLTAGE WITH UTILITY 23. TELEPHONE BACKBOARD TO BE RECESSED IN WALL. EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" t COPPER ' _,;, COMPANY, AND REVISE AND BALANCE PANEL AS REQUIRED. OR LESS ABOVE ADJACENT GRADE. _ �{ _ ' 9. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH 630C1OP tt3U � v01 I � ai c` o° A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT. FURNISH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET �W s; FUSED DISCONNECTS AS REQUIRED BY N.E.C. AS PER CODE. € � K&- eQ I.11;< Dov0 6pmo t Of` ,A3 PROTE:LION ;ENTER , 1-800-282-7411 1 (:": STEI RGLi �� 'O i'--°- O PR * 1 I +.1 G I N�E�F�i� x =wiz:4 DRAWING NUMBER E....2 4: :S ii s 5 OF 8 SHEETS I ► CONNECT TO EXT'G COLD AND 1-1OT WATER SYSTEM LOCATED IN EXT'G WET BAR AREA EXT'G I 2" x 16" ► CM U (TYP) I— — - - - 7 Q I Nrr (- /4 W c to -I 3" SS 1 I /2" SS%/� //� II o 01° II o o it 010 II C... /77 ///1 Q Q I �,��--� N�— ��L-� Nom-- w _ z ° if ( COLD a a I COLD c ( c 10 I ��.-SPECIAL PLUMBING SUPPLY NOTE : i I i Q a '° v Q Q / 't I I o I o I U/ o° A S AN OPTION, WATER SUPPLY MAY B E Q I Q a ° Q / / \ — _ Bil � - w t° �/Q z Q Q 4 Q ° °d ) (f) � Cz 5 0 Q D I (I)I Q Q d ° . d d / Q d ° d d ° ,nW W Q a a d ° Q a V co m 4 Q ° ° a lU d ( ZU Q Q Q Q Q ° a a d. d d " 4 ° Z ° a I \J ) = N° Q va d 4 d °Q Q Q d 4° °° Q Q Q Q Q Q ° Q Q d i I i (Yz z Q ^ (n =Q x Q ,// Q� I I IX <1Q Q a U MID)a Q ° Q Q Q D ° ° a ° W D- LO i T i i Q a p_ N ° Q a Cn a Q �° s O 4 U) p Q Q Q Q Q i _ , W X 6 ' cr\) a 1 11.1 c n J •Z••Q I u; c! S 0 I D 3 C 0 y C d i Z I z w 0 I CO C13 _ C I 0 - () Ilaw..' - — — — — — — — EXT'G EDGE O>= DECK - - - - - - - r z f' f Q Ili m ` - PLUMBING SUPPLY PLAN ,,.Jf',• ' ..��. i/2° _ 0" -,-;=;'' -'' 1' y '�� k(��°�. /\6°� 2 < < s i� �+ H r a r;' Ci2;-,,o'S1-3 '''''''',\ CC 1-1-I C: —I lei z , i 0 a z —v\ , J0 --1 0 $ PLUMBING FIXTURE `,,,, MIN. SUPPLY AND DRAIN SIZES � � 1 m�? Q x Et i- ozo �CL FIXTURE CW HW SS `� U) v CONNECT TO EXT' C HOT �.Q W Q W m CLOTHES 1/2 1/2 1i w w WASHER WATER WATER SUPPLY IN U, = CO 2 CLOSET EXT' G WET BAR AREA z BATHTUB/ 1/2 1/2 1 i w Qo SHOWER SPECIAL EXISTING BUILDING NOTES: LAVATORY Q I . CONTRACTOR 15 TO VERITY ALL EXISTING WALLS, EQUIPMENT, DISHWASHER 1/2 - 2 STRUCTURAL ELEMENTS, ELECTRICAL, PLUMBING, ETC. PRIOR TO C CONNECT TO EXT' C ORDERING BUILDING OR ANY MATERIAL. H COLD WATER SUPPLY IN DRINKING 1/2 - 14 , EXT' G WET BAR AREA FOUNTAIN LAVATORY , � SINK 3/4 3/4 2 H C WATER `/ CC�TACTPi(OR�T[]JDIGuI';, P JRS Rt ♦ / LA V 1 2 1 2 11 A. . CLOSET om(` �s QROTE"` A / / 4 y� c` HOSE BIBB 3/4 - - / 1 SPECIAL AE AND VE ZONE NOTES : / "��q x SILL COCK LAVATORY ` 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A / UT LITIES PROTECTIOi' CENTER MINIMUM OF 1' ABOVE FLOOD. / 1-800-282-74 1 1 :% URINAL 3/4 - 2 / C 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL / STRUCTURAL MEMBER SET A MINIMUM OF 1' ABOVE FLOOD. / H . 6 WATER - * 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, / G�GIST h CLOSET 1/2 3 PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM LAVATORY ¶' " o-Q � j �-« OF 1' ABOVE FLOOD. No, 28,312 (tank) 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SPECIAL PLUMBING SUPPLY NOTE * t'- WA TER 1 — — SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM H C y FNC N tiE ,, ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS A S AN OPTION, WATER SUPPLY MAY BE 4 A � CLOSET EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12 (flushometer valve) OR LESS ABOVE ADJACENT GRADE. ROUTED THR O UGH NEW CEILING AND WALLS V 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ' s ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET DRAWING NUMBER I * NO MORE THAN 2 WATER CLOSETS AS PER CODE. ALLOWED ON 3" DIA. SS LATERALS - WATER SUPPL YSCHEMA SIC 1 z. NOT TO SCALE SCALE: 1/2" = 1'-0" I 6111%11111W pt 0 I' 2' 3' 4' 6 OF 8 SHEETS r s I i STUDER STUDER VENT VENT EXT'G 12" x 16" —3" 55 CLEAN OUT WITH /) ) I CMU (TYP) BRASS SCREW IN � � , ,/ TAMPED PROOF CAP i, i/ a / I I / of ■ ' � 1 1 : ci O r 1 /255/ //l. Q i 3tt SS , , 1t/ � �`�-- J-a Lai --r I`�--- )—a ,.._. a a ° Q ° I r--- 1 I r--- 1 CONNECT NEW 3" 55 CI? a / . 1 T 1 1 4 ° TO EXT'G 4" 5S 4° . ° A a A \ I L__ 11‘:‘ 1 i L--- I LATERAL �, Lil 4 1 a /4 a i \ ' \1 a a 1 _ Ya - / , Y-- > _i J I I I d H Q a ° . . --7-V 7 A Q 4 ° ° d 4 a ° Q ° ° a Q w c a ° 0 o a 4 ,A4 ° °; a INSTALL 5TUDE R'VENT° ° INSTALL STUDER VENT (0 (f)° ° a a a Q ' ° 4 ° 4 ° I`N tIE Of OPEN VENT IN LIEU OF OPEN VENT ww l' ' m 4 ° a . ° a TO ROOF ILI TO ROOF a °a ° ° C (1 z = N U) :i!a 4a Q 4 J 1 CO 7 O°d a ° 4 a Q ' 4 4 4 °a a ° - ° J O Z m a x 4 • ` ' n 4 = s x . / ► EXTG PT 6 x 6 Q K 1Z Q4 4 °� a W 1 QD 4 a a LL N CIS a Q a 4 = 1.. a s a a 4 CV Q O a a -� a a a a 4 _ 4 a ° a. _ _ CD cp I. W — i n 2 o —" 1 ,' i ) � o in i 0 �:. EXT G EDGE OF DECK z F; �iC I- ,0 . " 0W 3� � � - 0 PLUMBING WASTE PLAN°, . t, J 3 PLUMBING FIXTURE �, 11!3� 3 o z, „ k? i t!a D W w w d. II MIN. SUPPLY AND DRAIN SIZES C SS m CO < L,., II CLEAN 0 UT � Q .Q o � A � pZO z Q FIXTURE CW HW SS STUDER j `- o i > h C? I VENT Q d Q z CLOTHES 1/2 1/2 1i &.S. ',6 . 1 I-'- > Ld w w co WASHER WATER LAVA 1 m D f CLOSET , w z I-- BATHTUB/ 1/2 1/2 1 LAV STUDER SHOWER SPECIAL EXISTING BUILDING NOTES: , I z A WATER _I I . CONTRACTOR IS TO VERIFY ALL EXISTING WALLS, EQUIPMENT, VENT STRUCTURAL ELEMENTS ELECTRICAL, CLOSET i 1 DISHWASHER 1/2 — 2 PLUMBING, ETC. PRIOR TO ' ,�f� W - ORDERING BUILDING OR ANY MATERIAL. , I I .''�� DRINKING 1/2 — 14 I? LAV ,BPS FOUNTAIN 1/ 4 '�'� A 'G �`■ SINK 34 34 2 LAV �'I���' CD:TACT A MINIM''; O `2 :C,RS i / / A PRIOR TO DK-GING ivt. ' DES PRD7 ECTT�' jq LAV 1/2 1/2 14 ti;, v F7,------:--•,f,.2 1 HOSE BIBB 3/4 — — SPECIAL AE AND VE ZONE NOTES : "SILLCOCK „ " 1 1/4 SS (�`kr 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SETA UTILITIES PROTECTIL CENTER MINIMUM OF 1' ABOVE FLOOD. // URINAL 3/4 — 2 1 1 2 SS ' °� 282 '` ' 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL STRUCTURAL MEMBER SET A MINIMUM OF 1' ABOVE FLOOD. jj 1 WATERY 1 2 — 3 * 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, G�p'R 6�'ql CLOSE / PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUMo (tank) OF 1' ABOVE FLOOD. � � r f ' WASTE A NL� VENT SSCHEMA TIC 4. FLOOD VENTS ARE REQUIRED IN "AE' ZONES AND ARE TO HAVE 1 ;_ E ,°} SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA MTh A MINIMUM 3 WATER 1 — — ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS NOT TO SCALE �,� F�G i N E� CLOSET EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" (flushometer valve) OR LESS ABOVE ADJACENT GRADE. * NO MORE THAN 2 WATER CLOSETS' 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET DRAWING NUMBER AS PER CODE. a ALLOWED ON 3" DIA. SS LATERALS , SCALE: 1/2" = I'-0" 61111111M . 0 I' 2' 3' 4' 7 OF 8 SHEETS A • I i GENERAL: GENERIC PLUMBING NOTES SPECIAL DEMOLITION AND CONSTRUCTION NOTES : ; PLUMBING NOTES: 1. "VERIFY" SHALL MEAN CHECK CONDITIONS ON SITE AGAINST DRAWINGS AND SPECIFICATION AND ADJUST WORK TO MATCH EXISTING, OBTAIN ALL PIPES SERVING SPACE-CONDITIONING SYSTEMS MUST BE INSULATED AS FOLLOWS: 1. ALL WORK SHALL CONFORM TO ALL CURRENT LOCAL, STATE AND RULING FROM OWNER ON ANY ITEMS REQUIRING CLARIFICATION. 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING FEDERAL HOT WATER PIPING FOR HEATING SYSTEMS: U 2. ALL PLUMBING EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN PLUMBING CODE.ERAL CODES INCLUDING THE CURRENT EDITION OF STANDARD 1 1/2 in. FOR PIPES <= 1 1/2 in. NOMINAL DIAMETER WASTE AND WATER LINES PRIOR TO CONSTRUCTION. PLU ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND 2 in. FOR PIPES > 1 1/2 in. NOMINAL DIAMETER j INSTALLED LEVEL, PLUMB AND RUN PARALLEL OR PERPENDICULAR 2. ANY DAMAGE TO EXISTING WATER AND WASTE LINES 2. EXTERIOR DOMESTIC WATER PIPING SHALL BE SCH. 40 PVC. TO THE BUILDING WALLS UNLESS INDICATED OTHERWISE. CHILLED WATER, REFRIGERANT AND BRINE PIPING SYSTEMS: 'S EXPENSE. SHALL BE REPAIRED AT THE CONTRACTOR'S 1 1/2 in. INSULATION FOR PIPES <= 1 1/2 in. NOMINAL DIAMETER 1 " " 3. INTERIOR WATER LINES SHALL BE COPPER TYPE L . SWEAT JOINTS 3. CONTRACTOR SHALL SECURE ALL PERMITS, INSPECTION CERTIFICATES, 1 1/2 in. INSULATION FOR PIPES > 1 1/2 in. NOMINAL DIAMETER 1 TO BE 95-5 SOLDER. AUTHORITY APPROVALS AND PAY ALL RELATED FEES AND CHARGES. STEAM PIPING: 3. SAW CUT EXISTING SLAB TO A SMOOTH LINE, REMOVE „ 4. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE FINISHED 1 1/2 in. INSULATION FOR PIPES <= 1 1/2 in. NOMINAL DIAMETER CONCRETE AS REQUIRED FOR CONSTRUCTION, COMPACT AND 4. PROVIDE PDI RATED SHOCK STOPS OR 12 VERTICAL AIR CHAMBERS WORK, TESTED AND READY FOR OPERATION. ANY APPARATUS, APPLIANCE, 3 in. INSULATION FOR PIPES > 1 1/2 in. NOMINAL DIAMETER .min ONE SIZE LARGER THAN THE WATER LINE TO THE FIXTURE WITH OR MATERIAL WHICH MAY BE NECESSARY TO MAKE THE WORK COMPLETE REPLACE WITH 3,000 psi ) CONCRETE. i HAMMER ARRESTORS FOR EACH HOT AND/OR COLD WATER LINE AND FULLY OPERATIONAL, EVEN IF NOT EXPLICITLY STATED, SHALL BE EXCEPTION: PIPE INSULATION IS NOT REQUIRED FOR FACTORY INSTALLED PIPING WITHIN HVAC N TO EACH ISOLATED FIXTURE, ITEM OF EQUIPMENT AND AT FIXTURE PROVIDED FOR BY THE CONTRACTOR. EQUIPMENT. � 4. CONSTRUCT PLUMBING WALLS WHERE REQUIRED. z s GROUPS. WATER HAMMER ARRESTORS SHALL BE IN ACCORDANCE 5. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID PIPE INSULATION IS NOT REQUIRED FOR PIPING THAT CONVEYS FLUIDS HAVING A I WITH IPC 604.9. INTERFERRENCE WITH ALL ELECTRICAL AND MECHANICAL WORK DESIGN OPERATING TEMPERATURE RANGE BETWEEN 55 AND 105 DEGREES. AND STRUCTURAL MEMBERS. w 5. PROVIDE HOT AND/OR COLD WATER CUT OFF VALVES AT EACH PIPE INSULATION IS NOT REQUIRED FOR PIPING THAT CONVEYS FLUIDS THAT • PLUMBING FIXTURE AND ITEM OF EQUIPMENT. 6. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN NOT BEEN HEATED OR COOLED THROUGH THE USE OF FOSSIL FUELS OR 0 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE ELECTRIC POWER. THE EXACT LOCATION OF ALL UTILITIES PRIOR TO START OF 6. INSULATION - HOT/COLD WATER: PIPING WITHIN A ROOM FAN-COIL (with AHRI440 rating) AND UNIT VENTILATORS NOTE -" 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND A. IN FLOOR JOISTS & EXT. WALLS-ROUTE INSIDE OF BLDG. INSUL. REPAIRING ALL AREAS WHICH WERE DAMAGED BY HIS OPERATION. (with AHR1840 rating). B. ABOVE CEILING - 3/4" FIBERGLASS PIPE INSULATION IS NOT REQUIRED FOR RUNOUT PIPING NOT EXCEEDING 4 ft. IN CONTRACTOR TO VERIFY 8. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO LENGTH AND 1 in. IN DIAMETER BETWEEN THE CONTROL VALVE AND HVAC COIL LOCATIONS OF EXISTING BUILDING i 1 C. EXPOSED BELOW FLOOR TO GROUND-1" FIBERGLASS w/ALUMINUM. EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATION D. IN CONCRETE SLAB ON GRADE - NONE REQUIRED. AND NOT LESS THAN 6" ABOVE FINISHED FLOOR TO PROVIDE PLUMBING SYSTEMS PRIOR TO ( O CLEARANCES FOR CLEANING. CONSTRUCTION. 7. INTERIOR AND EXTERIOR WASTE AND VENT PIPING SHALL BE SCH. 40 PVC OR BAS WITH DRAINAGE PATTERN FITTINGS AND SOLVENT JOINTS. 9. EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS FOR ALL >" d' W FIXTURES AND EQUIPMENT SHALL BE DETERMINED FROM W Z ARCHITECTURAL DRAWINGS. LARGE SCALE ARCHITECTURAL I` 1 >_ N ± 8. PAINT ALL VENTS WITH RUST INHIBITIVE FLAT ENAMEL ABOVE ROOF PARTICULAR ATTENTION SHALL BE DIRECTED TO FIXTURES r � IN A COLOR TO MATCH THE ROOF. OR EQUIPMENT FURNISHED BY OTHER TRADES. V I Q ° 4 9. ALL WATER PIPE IN FIRE RATED WALLS SHALL BE COPPER. SANITARY AND VENT PIPING: U? ALL SANITARY SEWER LINES IN FIRE RATED WALL TO BE 1. ALL SANITARY, GREASY WASTE AND VENT PIPING SHALL BE L I CAST IRON. SEAL ALL POINTS OF PENETRATION w/3M FIRE-BARRIER SCHEDULE 40 PVC, WITH PVC FITTINGS UNLESS THE LOCAL Q ,� CO CAULK OR EQUAL. AUTHORITIES HAVING JURISDICTION REQUIRE CAST IRON. n 10. ALL PENETRATIONS OF FIRE-RATED WALLS WITH A FIRE RATING 2. PROVIDE MINIMUM COVER OF 30" FOR ALL LINES OR AS L.J J m Q N O OF MORE THAN ONE HOUR SHALL BE IN ACCORDANCE WITH AN OTHERWISE NOTED ON THE DRWINGS. i I O z CO APPROVED U.C. DESIGN TO BE APPROVED BY THE REVIEW AGENCY. 3. COORDINATE WITH THE MECHANICAL CONTRACTOR TO ENSURE Q Q I THAT SANITARY VENTS THROUGH ROOF MAINTAIN A MINIMUM ;� Q --1 11. WHEN REQUIRED, A NEW WATER METER SHALL BE CITY AND/OR COUNTY OF 12" FROM ANY VERTICAL SURFACE AND 10'-0" FROM ! APPROVED TYPE. ANY FRESH AIR INTAKE TO THE BUILDING. T U? �: 12. GAS PIPING AND AIR PIPING SHALL BE BLACK STEEL, SCH. 40 WITH 4. INVERT ELEVATIONS SHOWN SHALL BE VERIFIED ON THE JOB BEFORE INSTALLING ANY NEW PIPE. THREADED JOINTS. 5. REFER TO ARCHITECTURAL FINISH SCHEDULE AND ELEVATIONS (f) FOR DETAILS OF FLOOR DRAINS AND CLEAN-OUT LOCATIONS. } i 13. PROVIDE GAS SHUT-OFF VALVES AND UNION FITTINGS AT EACH 0 f 1 EQUIPMENT CONNECTION. 6. ALL CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE 0 ti I WITH EQUIPMENT, CABINETS, ETC. AND ARCHITECT PRIOR TO s 14. INSTALL A CALIBRATED PRESSURE RELIEF VALVE FOR THE INSTALLATION. , CONTROL OF THERMAL EXPANSION ON THE HOT WATER SUPPLY j LINE PREVIOUS TO THE PRESSURE RELIEF VALVE. 7. CONDENSATE DRAIN PIPING: WATTS Series 530 FP (50-175psi) (A) CONDENSATE DRAIN PIPING SHALL BE GALVANIZED SCHEDULE 6 I rj i I 40 OR PVC. FROM HVAC ON ROOF AND OTHER EQUIPMENT 1 = C UNLESS STATED OTHERWISE. . m < (B) CONTRACTOR SHALL FURNISH AND INSTALL 3/4" OR 1" COPPER CONDENSATE DRAINS ON COOLER / FREEZER EVAPORATOR - o 0 e COILS, WITH TRAP ASSEMBLY AND 2" AIR GAP ABOVE DRAIN 0 , ° :; AS SHOWN ON THE DRAWINGS. FREEZER CONDESATE PIPING FIXTURES, FAUCET AND FIXTURE FITTINGS NOTES : SHALL BE WRAPPED WITH HEAT TAPE WITH A MINIMUM RATING OF 10 WATTS PER LINEAR FOOT FOR ITS ENTIRE o 1. ALL FIXTURE TYPES AND NUMBER OF FIXTURES LENGTH WITHIN THE FREEZER COMPARTMENT. t SHALL BE AS PER CHAPTER 4 OF THE 1 , INTERNATIONAL PLUMBING CODE, 2006 EDITION. ., 2. DRINKING FOUNTAIN SHALL BE INSTALLED AS ,,,,,k, A9,<� z • 6 SECTION 403.1 AND TABLE 403.1 OF THE �� Z- �1 O PER SECT �����'�����'���"''� F INTERNATIONAL PLUMBING CODE, 2006 EDITION. 5 ~ GENERAL PLUMBING NOTES • : �. � : ;�� i'F' a z .3. ALL LAVATORIES SHALL CONFORM TO SECTIONt4' 416 OF THE INTERNATIONAL PLUMBING CODE, 1. INSTALL A CALIBRATED PRESSURE RELIEF VALVE FOR THE b '� �. 2006 EDITION. ` `' < Q Q J CONTROL OF THERMAL EXPANSION ON THE HOT WATER SUPPLY , Q 4. ALL LAVATORIES SHALL BE PROVIDED WITH LINE PREVIOUS TO THE PRESSURE RELIEF VALVE. J I- 3 1 TEMPERED WATER AS PER SECTION 416.5 OF WATTS Series 530 FP (50-175ps!) ►- I- O w w o THE INTERNATIONAL PLUMBING CODE, 2006 W D C fl E EDITION. 2. WATER HEATER SIZES AND CLEARANCES TO BE AS PER m z TABLE 506 OF THE 2001 GEORGIA AMENDMENTS. 3. PROVIDE PD! RATED SHOCK STOPS OR 12" VERTICAL AIR CHAMBERS H c z o< ONE SIZE LARGER THAN THE WATER LINE TO THE FIXTURE WITH HAMMER ARRESTORS FOR EACH HOT AND/OR COLD WATER UNE <L>_ w w TO EACH ISOLATED FIXTURE, ITEM OF EQUIPMENT AND AT FIXTURE = m m . z GROUPS. WATER HAMMER ARRESTORS SHALL BE IN ACCORDANCE z (.9 >- E SIDEWALL VENT NOTES: WITH !PC 604.9 W (0 J 1 . VENTS SHALL BE AS PER 2006 IPC CHAPTER 9 OR AS FOLLOWS. < '^ W 2. SIDEWALL VENTS SHALL TERMINATE A WATER CLOSET NOTES: L. MIN. OF 10 FEET FROM ANY LOT LINE 1. WATER AND WASTE SYSTEMS HAVE BEEN DESIGNED • AND 10 FEET ABOVE THE AVERAGE ASSUMING TANK TYPE TOILETS WILL BE UTILIZED. GROUND LEVEL. 2. WATER SYSTEM MUST BE RE-WORKED IF FLUSHOMETER . 3. SIDEWALL VENTS SHALL NOT TERMINATE VALZZEAZ TOILETS E UTILIZED. h N 2S UNDER OVERHANGS WITH SOFFIT VENTS. 3. RES G AND HA VE N OT BEEN RE- PRIOR To �ICUI;`,j \\,�S 0.i '<:\ ROUTED FOR SUPPLY NOR WASTE. ��� 4. SIDEWALL VENTS SHALL HAVE PROTECTION ��'�� ~`\ TO PREVENT BIRDS OR RODENTS FROM 1 ENTERING. • `y�'� .oUO`° a- SPECIAL WATER LATERAL NOTES UTILITIES PROTECTION! CENTER I-800-282-74; 1 s 1. ALL HOT AND COLD WATER SUPPLY SPECIAL AE AND VE ZONE NOTES : LINES ARE TO BE in (min.) UNLESS 1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A OTHERWISE NOTED. I G 'R G/� MINIMUM OF 1' ABOVE FLOOD. 2. BUILDINGS IN "VE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL SPECIAL EXISTING BUILDING NOTES. No. 28372 STRUCTURAL MEMBER SET A MINIMUM OF 1' ABOVE FLOOD. I . CONTRACTOR IS TO VERIFY ALL EXISTING WALLS, EQUIPMENT, * s x 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, STRUCTURAL ELEMENTS, ELECTRICAL, PLUMBING, ETC. PRIOR TO 44 4GI N6'� PLUMBING, HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM ORDERING BUILDING OR ANY MATERIAL. OF 1' ABOVE FLOOD. 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE 1 SQUARE INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS DRAWING NUMBER EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH 11611I 3 ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. SCALE: 1/4" = 1'-0" P ' 61111111161n111%19 0 I' 2' 3' 4' 5' 6' 7' 8' 8 OF 8 SHEETS