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1»USS OTERWISE NOTED. DEHAI,CAL 80'ANSION ANCHORS 91ALL BE 3/r DINETER -TI KWK BOLTS TZ
<br />CARBON STEEL ANCHORS ORAPPROVED EQUAL A,O SHALL BE IBTALLED PER KZ-EMR·le,7.
<br />GENERAL NOTES AND SPECIFICATIONS
<br />1 DESIGN CODE & LOADS
<br />1. TIE *IRUCTUSIB DICUAPE Vlne,THES©OPE OF THESE ORAJ*I,GS HAVE BEEN DES,0-0 -ACCORDANCE
<br />M™ THE STRUCTU,U, REaNRERBITS OF ne FOLLOWING COOt
<br />A APPE,«nITHE2010CALFORMA BU•De•@COOE ®84
<br />a APPe«=CHAFTER,OFT,/ 20011,YER,110-4 8Ul»OCOOE.9
<br />CAFFe®Ola,APTER H OF TIE 2000 04,EMHDA RESENT,4 COCEmch
<br />a St»040011 RE,RE}ENTS O% 11€ 2004 FLORA BU,000 CODE(FBC) - EXCLUDNG BROWARD 8
<br />DADE COUm.
<br />E ACCEPTANCE CRITER:A FOR PATIO COVERS AC Sla
<br />C THE FOAM CORE SHALL 86 AS OE,11€D BELOW AND HAV»G ANO-** DENSITY AS SHOWN N THE
<br />ALLOWAILE SPAN TABLE (ALL WORK SHALL COMPLY MTH IATEST ICCE- NO*
<br />L PREFORMED EXPANDED POLYSTYRE)2 BOARD (EPSh AS MA,aFACTURED BY EmER PRED•ER
<br />Oa,STR,ES. »C / DeA FALCON FORC -C OR 148-OAM APPROVED UER ICC ES E*1781
<br />ORICCES -405 RESPECTWaY. TIE FOAM SHALL *ET THE REGJ,REMENTS FOR CLASS I MATERIAL
<br />OER TABLE *010 OF THE 2010 CBC
<br />0- nE COWOMENTS ARE BOICED TOGETHERSY AN AOHESVE DESIGNATEDASh,ORAD &£60 SERB. APROPRITARY AOHESNE 6IADIMACTURED BV RO- AND HAAI CO-ANY, AND APPROVED WdDERICC ES ER 5394, ne ADHESIVE APPROVED A, ACLASS Z TYPE Z STRUCTURAL ADHESIVE,U,OER ICC ES <06
<br />1 ALL FER-*NTS OF nE APPUCABLE ABOVE REFERENCED COOE MALL BE MET BY THE CONTRACTOR OR
<br />EACH ENCLO®lmE SYSTEM CONSTRUCTED USING TIE DETALS AND REIREMENTS PRESENIED ¥0™IN T,08
<br />p,OWOE
<br />1 THE MAFACTUREM OF AN¥ CO-ONENT CITED 14 ITEM 2 ABOVE SMALL PROVIDE CERT,ICATION WITH EACH SHIMENT TIMT ALL
<br />CO,ap©Nia,TS PRODEDVaT-THE SH,MENTCONFORM TOTIE APPUCABLE SPECI„CATION MANDOR DEF»,mON MOUTUNED
<br />A.ME
<br />1 SEE NOTES U€ER ITEM VI FOR ADOm©lal WORRUTION REGARDO,G WN)0441
<br />11 MATERIALS
<br />1 AL-liN FOR CO-ONENT8 SHALL BE AS SHOWN ON THE ALLOY AND TEMPER 6083-78. (UONk
<br />4. TIE D-*RUA ALLOWABLE SPA,1 FOR A GIVEN APPUED LOAD SHALL NOT EXCEED THE SPAN PROVII*D IN IME ALLOWA,LE SPAN TABLE
<br />FOR SAE) LOACk EXTRAi,OLATION Of THE 1,:0*a,KnON PROV:*ED N TH ALLOWABLE PAN TABLE 18 NOT PER,NTTED.
<br />5. PANELS SHALL BE CONTINUOUS N TiE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTa
<br />1 ALUMIUA SILL BE PAD:TED NACCORDANCE WITH THE REQUE}ENTS SET FORTH I PARTIA SECTION U
<br />OF THE ALUDAIIall DESIGN &-LUAL (2006 AD-& THE SWPORTAND ATTAC-ENT OF THE SUBECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS
<br />OR STRUCTURAL MANS APPROVED BY TIE GOVER-G JURISDICTION
<br />1 SHEET METAL SCREWS (SMS) SHALL BE TYPE AS SCREWS (TABLE 6-4 2008 AD,4 SMS SHALL NOT BE COU,TERS-l
<br />4. SHEET DETAL SCRE- SHALL CO-ORM TO THE REQUIREMENTS SET FORTH N PART kA OF ™E LATEST
<br />ALUMNUM DESIGN laNUAL FOR TAPPNG SCREW CONFECTOul
<br />5. WERE ATTACH-ENT TO EXJSTIO STRUCTURE OCCURS. THE WOOD OF THE EXISTING STRUCTURE SHALL HAVE
<br />A MI«MUM SPECIFIC GRAVITY OF 04 SUCH AS OF.
<br />7. METAL PANEL FASTEPERS SHALL BE ALUMINUM. STA-ESS STEEL OR ALUMINIZED. HOT-OP GALVANIZED OR ELECTROGALVANIZED
<br />STEEL
<br />5 FASTENERS FORATTAC-ENT TO WALL HEADERS SHALL BE 014, SaF-TAPPING SMS, Al® 1' O.0., SEALWASHER ALLOYAND MINIMUM
<br />THICKNESS OF HEADER SHALL 82 60-Te AND 0.068 INCHES RESPECTMELY. MINIMUM LENGTH OF SCREWS SHALL BE 1' GREATER THAN THE
<br />PANEL THICKNESS
<br />6. WHERE SCREWS ARE INSTALLED -0 WOOD FRA-4 THE CONTRACTOR SHALL VERFY, n,ROUGH
<br />NOF+OESTRUCTIVE MEANS. THAT EACH SCREW HAS A MINIMUM OF 1/7 SIDE COVER ON ALL SIDES OF THE
<br />SCREW.
<br />9. 'FAN BEAAr PANELS ARE NOT INCLUDED WAN THE SCOPE OFTHIS DIUWING PACAGE SUPPLEMENTAL ENGINEERING IS REQUIRED FOR
<br />USE OF'FAN BEAR, PANELS.
<br />VI WINDOWS
<br />7 AU WOOD SHOWN WITHN TIESE DRAWINGS SHALL HAVE A SPECFIC GRAVITY OF 0Ae OR GREATER
<br />& ALL NALS AND WOOD SCREWS SHALL HAVE THE FOUOWING MINIMUM YIELD STRENG,lt
<br />A F F. =100.000 4
<br />A 12¢ F. - 800 04
<br />A 14' F. = 70.000 pet
<br />A 16* F. . 70,000 p.1
<br />A 18* F. = 00.000 pel
<br />A 204 F.,80,000 4
<br />1.ALL GLAZING SMALL CONFORMTOTHE REQUIREMENTS OF CHAPTER 24 OF THE CODE
<br />2. GLAZING FOR GLASS ROOF SHALL BE Er™ER INSULATED Wl™ 1, THICK FULLY 1EMPERED GLASS ON THE TOP & BOTTOM OR 3/18- T}*CK
<br />FULLY TEMPERED GLASS
<br />1 WIEREAPPROVED BY THEBUILDING OFFICIAL WINDOWSAND DOORS MY BEAAMAAPPROVEDWI™ARATING CONSISTENT WI™THE
<br />REQUIRED DESIGN W»OPRESSURE NUEWOF MATERIALS USED FOR OPEN AREAS AS DEFBED IN GENERAL NOTES 1.4
<br />1,4,7
<br />10-
<br />9 FASTEMERS USED FOR ATTAO«NG TO PRESSURE TREATED LUMBER SHALL BE STA»ILESS STEEL NOTE TO DEALER, CONTRACTOR AND BUILDING OFFICIAL:
<br />la URESS On€RWISENOTED, ALL STEEL IN CONTACT WITH PRESSURETREATED UJMSER SHALL HAVEA G 186
<br />GALVANIZED COAmo
<br />1. STRUCTURES INCLUD(EDMTHil, THIS PACKAGE SHALL NOT BE ATTACHED TO SINGLE COAr STUCCO SYSTEMS.
<br />A.,1 r I 2. SNOW LOADS PRESENTED VmHIN THESE PLANS ARE EQUIVALENr UNFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE
<br />11. UNLESS OTHERVASE NOTED. MECHANICAL EXPANSION ANCHORS SHALL 82 3/r DIAMETER HILTI lemK BOLTS TZ
<br />CARBON OR STA-ESS STEEL ANCHORS OR APPROVED EQUAL ANO SHALL BE *,STALLED PER ICCESR-1917
<br />EMBEDMENT IN CONCRETE - 7 MN (CONCRETE THICKNESS- 4- AROUND ABI)
<br />EDGE DISTANCE - 43/8- MlN.
<br />SPACING = 31/7 M»t 1
<br />SPECIFIC COICTIONS INCLUDING, BUT NOT UVITED TO, DRIFTING AND SLIDING SNOW.
<br />3. STRUCTURAL ADEQUACY OF AN EXISTING STRUCTURE IS NOT INCLUDED Wl™IN THE SCOPE OF THIS PACKAGE STRUC1URAL ADEQUACY
<br />SHALL BE INVESTIGATED Err OTHERS UNLESS DEEMED ADEQUATE BY THE BUILDING OFFICIAL
<br />111 ROOF SYSTEM
<br />4. PLANS ARE CONSIDERED NULAILOVOID IF THEY DO NOT CONTAIN OR}GIIAL SEAL AND SIGNATURE (IN BLUE IF»9 BY THE ENGINEER OR
<br />RECORD (EOR 1
<br />1 THE ROOF PANELS SHALL BE AS DEFINED MTH,4 nES DRAW,40 PACKAGE AND PANEL SPANS SHALL eE
<br />LIMITED TO THOSE SHOWN.
<br />6. THESE MANS APPLY TO MULTIPLE LOADING CONDITIONS (W»O AND GRAVT¥'4 THE DEALER, CONTIUCTOR OR EOR SHALL 'MARK-UP'
<br />EACH PACKAGETO CO-IRM THAT THES:TE SPECIFIC REQUIREMENTS ARE WITHIN THE SCOPE OF THE PACUGE
<br />IN PLAIN ENGLISH, TE PERSON USNG THIS SET OF STANDARD PLANS SHALL USE THESE MANS. SECTIONS, DETAU TABLES ANDMUNUM ROOF PANEL OVERHANG SHALL BE 24'.INSTRUCTIONS WITHIN THE PACUGE TO CONFIRM THAT THE SrrE SPECIFIC CONDITIONS ARE WITHIN THE 'ALLOWABLe PARAMETERS
<br />WANIIZIMWOMEZ7ZNNYSENEN.elsvoiqq/PRESE,gr™IN THIS SET OF STAPOARD PLAN&
<br />AMONG THE ACTMLES WHICH SHALL BE PERFORMED BY THE DEALER, CONTRACTOR OR EOR ARE:SIGNED ISEALED BY APROFESSIONAL ENGINEER UCENSED IN THE LOCAL JURISDICTION OR
<br />0 A VAUDICC-ES EVALUATION REPORT. A COPY OF SAID REPORT SHALL BE SUBMITTED TO THE AA/BIT WWW.TJCAACOMUNKS.HTFA TO CONFIRM LATEST REVISIONS OF PLANS HAS BEEN SUBMITTED. PLAN NO. 19: 30304
<br />B ING AT THE TIME OF PERMIT APPUCATION. ,1 1%J!
<br />B. REVIEW ALL NOTES TO CONFIRM WHAT WU BE CONSTRUCTED MEETS THE REQUIREMENTS PRESENTED WITHIN THE NOTESIRED FOR ATTACHMENT TO -SINGLE COAr STUCCO SYSTEMS
<br />C. CONFIRM LOADING REQUIREMENTS Wrn, THE LOCAL BUILDING OFFICIAL
<br />IV WALL SY D. NnFY PARAMETERS WITH,4 STEPS I TO V ON SHEETS LRN TO LRM WHICH ARE APPUCABLE TO THE SPECF,C ROOF BEING
<br />- w, OSURE, TIE ENCLOSURE SYSTEM SHALL BE DEFINED Wl™IN THIS MAWING PACICAGE Ci*•STRUCTED. IDENTIFY PARAMETERS WI™IN STEPS I TO VI ON SHEETS E304 TO E-7 WHICH ARE APPUCABLE TO THE SPECIFIC
<br />ROOF BEING CONSTRUCTED.
<br />Vlll
<br />V LAMINA ROOF PANELS ·LE. CROSS OUT ALL ELEhENTS WrTH:N THE ENTIRE PACKAGE WHICH ARE NOTUSED WITHIN THE SPECIFIC ROOF.
<br />& CALCULATIONS PREPARED BY REGISTERED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE LOCAL BUILDING OFFICIALS
<br />1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN IME DRAWNG ARE NIENDED FORUSEON RESIDENTIAL :DEMONSTRATING THAT DE DESIGN SNON LOADS 00 NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS SPECIFIED IN THE PLANSPATIOS AS REGULATED BY OAPTER 28 OF THE CALIFORNIA BULOING COOE APPEr«)0(, APPENDIX I OP THE ,CALC - - -1NS SHALL ADORESS THE SNOW LOAD PROVISIONS OF IBC SECT. 1508 INCLUDING BUT NOT INITED TO THE RAN ON SNOWINTERNATIONAL BULDNG CODE OR APPENDIX HOF THE INTERNATIONAL RESIDENTIAL COOE inerrttisqea fi SUR-- U 60,0 l»,a,U4CEDS,OV,A,®SNO#Der.
<br />..
<br />64RAL:C.A-
<br />2. MATERIALS:OATE
<br />A INTERIOR FACING MATERIAL SHALL BE ALUMINUM CO•FORMNG TO THE REQUIREMENTS FOR
<br />300*H254 ALLOYAND TE-ER. THICKMESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE
<br />AUOWABLE SPAN TABLE
<br />O.A-
<br />8. EXTERIOR FACING MATERA 81-1 BE ALUMNUM CONFORMING TO Ti REQUREMENTS FOR
<br />300*H254 ALLOY AND TEMPER n,CKNESS OF SION SHALL BEAS SHOAN INTHE APPROPRIATE
<br />ALI.OWAaLE SPAN TAUE memqolt 1 brlf
<br />NOTE:
<br />-4 RE&**41182,
<br />VIL /8 ZUOF Ci
<br />1
<br />4
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