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HomeMy WebLinkAboutCarport Specifications11 E OF ROOF BED`- _`S,. COLUMNS, PURLINS � ). GIRTS: 'HIS CARPORT STRUCTURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 81-0",150 MPH, EXP.'C. WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA BUILDING CODE'(FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2015 EDITION. TABLE 1 MAIN ROOF MEMBER'SCHEDULE MEMBER IMARKIMANF.1 WEIGHT MATERIAQ THICKNESS ILENGTH DESIGN BASIS # I SKIN I POLY I SKIN FT. FL. PROD. APPR. POLY ROOF PANEL # 1 I ELITE I 1 I ALUM 3" 0.024 12'-0" FL7561-R3, DWG. rRP1 OR = FL-1001, 3-20-15 TABLE 2 MAIN MEMBER SCHEDULE MEMBER 7—Tm--A-g—KT SIZE I MATERIAL I TYPE I THICKNESS ILENGTH DESIGN BASIS b x t I ALLOY I I W I F I FT. COLUMN # 1 COLUMN # 2 CARRIER BEAM # 1 EDGE BEAM # 1 MID BEAM # 1 KNEE BRACE-# 1 Cl 3x3-12 ALUM TUBE 0.125 0.125 8'-0" CALCULATION C2 3x3-12 ALUM TUBE 0.125 0.125 8'-6" CALCULATION CBI 2x7 ALUM SMB 0.550 0.120 10'-8" CALCULATION EB1 2x3H ALUM HOLLOW 0.090 0.090 1V-0" • CALCULATION MB1 2x3H ALUM HOLLOW 0.090 0.090 11'-0" CALCULATION ..,KB1 2x3-7 ALUM HOLLOW 0.070 0.070 2'-10"• CALCULATION AUU111UNAL J11 t JYt1-I1-1t; INI-uKMAI IUN NOTE:' AVERAGE THIS POLY ROOF CARPORT IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF SE WALTON ROAD AND EAST OF U.S. ROUTE I IN PORT ST. LUCIE. THE CARPORT HAS SOME OPEN AREAS AROUND IT. THE ENCLOSURE IS ABOUT 2000 FEET WEST OF THE SAVANNAS PRESERVE STATE PARK. PER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE SHALL CONSERVATIVELY BE CALLED AN EXPOSURE 'C'. ACCORDING TO THE COMPUTER PROGRAM "WINDSPEED BY LOCATION", A PRODUCT OF 'APPLIED TECHNOLOGY COUNCIL' THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK CATEGORY I ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 148 MPH. HENCE, THE DESIGN PARAMETERS BEING USED HERE ARE 150 MPH WIND LOAD, EXPOSURE 'C', RISK CATEGORY 1. THE NEW POLY ROOF CARPORT IS BEING INSTALLED BECAUSE THE EXISTING CARPORT, WHICH WAS BUILT IN THE 1990S, WAS DAMAGED DURING A RECENT HURRICANE IRMA THIS SEPTEMBER. THE FRONT IS 8'-0- HIGH AND THE REAR IS 8'-6" HIGH; WITH A RUN OF 11.5 FEET GIVES A SLOPE OF ABOUT 0.52 INCHES PER FOOT. THE POLY ROOF CARPORT IS BEING BUILT ON AN EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS FOUNDATION IS ACCEPTABLE FOR=THIS SCREEN ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN ON SHEETS 3. THE HOST STRUCTURE IS A MODULAR HOME SO 4TH WALL CONSTRUCTION FOR COMPOSITE ROOFS WILL BE USED. THEREFORE, THE COLUMNS, BRACING AND CONNECTIONS SHOWN ON SHEET 2 ARE THE SAME IN THE BACK AS IN THE FRONT EXCEPT THAT THE BACK IS 61NCHES HIGHER. THERE'S'HALL BE NO STRUCTURAL ATTACHMENT BETWEEN THE POLY ROOF CARPORT AND THE MOBILE HOME BUT IT IS ACCEPTABLE TO INSTALL FLASHING TO KEEP THE RAIN OUT. THE CARRIER BEAM TO COLUMN CONNECTION CAN BE MADE WITH 7" LONG CHANNELS AND FOURTEEN (14) #12 SMS, SEVEN (7) BETWEEN EACH CHANNEL AND COLUMN AND SEVEN (7) BETWEEN EACH CHANNEL AND CARRIER BEAM, SIMILAR TO KNEE BRACE CONNECTIONS ON SHEET 2. ALSO, SEE OPTIONAL CONNECTION DRAWINGS BETWEEN COLUMNS AND CARRIER BEAMS BELOW. OPTIONAL CARRIER BEAM TO COLUMN CONNECTION BOLTED CONNECTION - OPTION # 1 BOLTED CONNECTION - OPTION # 2 THE ROOF BEAM CAN BE CONNECTED THE ROOF BEAM CAN BE CONNECTED TO THE COLUMN TO THE COLUMN WITH TWO 1/2" SS WITH TWO 112" SS NUTS, BOLTS AND'SS WASHERS. NUTS, BOLTS AND SS WASHERS. 2" WIDE CARRIER BEAM' (CB) OR EDGE BEAM (EB) PLAN VIEW - CORNER -COLUMN 2" WIDE CARRIER BEAM (CB) OR EDGE BEAM (EB) PLAN VIEW - MIDDLE COLUMN SPECIFICATION NOTES AND DESIGti ARAMETERS: 7 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE FLORIDA BUILDING CODE (FBC), 5TH EDITION (2014) BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR TABLE 1 ARE APPLIED. A DESIGN BASICS: THIS POLY ROOF CARPORT IS A RISK CATEGORY 1 STRUCTURE. HEIGHT 8'-0", 150 MPH, EXP.'C' B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER FBC, FIGURE 1609C.. BUILDING CLASSIFICATION.PER TABLE 27.2-1,.ASCE 7-10. C DESIGN PRESSURE: FOR SOLID ROOF @ 30.96 PSF PER TABLE 2002.4. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF REV)RD. th E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC. 0 a UUJ F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURE z IF a UJ FO fn Ocf) V 2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): Oa ¢ v o A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLQ -O a V B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL -OR ( z a i } - - d 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF 4 a Q a DISSIMILAR MATERIALS AS DEFINED 1N THE-FBC. -HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SEdi a N ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY 0 H w _ INSTALLATIONS UTILIZING THE SUBJECT METHODS. S W p w C, SCREEN CLOTH:, SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM M cc W J OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. M to a m n cc ui D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. 4 ¢ :7-. E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY. G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER. H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER. 1 IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS, COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS, ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE ST. LL FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. REND REVU 4 WHERE APPLICABLE, THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH DATE ANY DESIGN ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING". PLAN OR 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE. 6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST BE THE LISTED SPACING, +1- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER T,11AN 8.0' O.C. W i W 7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENT (zQ A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE&rRoMESH. B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24" ON CENTER WITH MINIMUM ENGAGEMENT OF a W C�, - • GC 8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMt@:in O A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, c Q c CC B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, -i- uN� Ls C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE, W D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF �&wpaE. a W V 9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: Z 11 A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, V B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. 10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE. 11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT CO - Se copy 12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL, PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. POLY ROOF CARPORT _ DWG. # RVC-2017-103, REV. 0 September 22, 2017 SHEET 1 OF 3 GENERIC DESIGN DATA HEIGHT 8'-0", 150 MPH, EXP. 'C' R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: STOLTZ RESIDENCE ADDRESS: 3296 COLUMBRINA CIRCLE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE 4COLITY RLILPT_Nc PI�'iclnv ED FO ,C Ct CE -� 'ED BTa!-+t!jr/ !�v A\- PE18NilT !�iL'GT BECKEPT ON THIS DRAWING IS ONLY ACCEPTABLE FOR BUILDING PERMITS & ONLY WHEN IT HAS THE ENGINEER OF RECORD'S RAISED SEAL. COPIES ARE NOT DEEMED VALID. THIS DOCUMENT IS THE PROPERTY OF R. A. DUNLEA, P.E. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF R. A. DUNLEA. R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(a)-centurvIink.net FLORIDA P.E. Lic. No. 42835 wWTNnAffl." I10 �k 00. TA OF �I, � F ., ORID •. �'�o 3" 11'-0" 3' SITE SPECIFIC DRAWING MODULAR HOME 8'-6" 8'-0" I LEFT SIDE ELEVATION VIEW KNEE BRACE DETAIL €,� p�}«• s�"�5? p '"�' ^,.f i}cp ''Q Q'fi4.ts"�,!�'y �'� � "tt4, °uc � '�' �i 15 imu 3 i CARR(BEI�M PF4 f182 ���� ■ <-COLUMN PER TABLE CHANNEL TOTAL FO 2x3x0.070, BACK END MITERED W/ 1/8" U-CLIP, M s #12 S (6) #12 SMS INTO COLUMN / CARRY BEAM, (3) #12 d. �\ SMS INTO EACH SIDE OF KNEE BRACE (TYP.) =y CHANNEL NOTE: KNEE BRACES (KB) SHALL BE 2x3x0.07 MEMBERS AND SHALL BE 2'-10" LONG AND EACH END SHALL BE CUT ON A 450 ANGLE. THIS WILL ALLOW FOR EACH END OF THE KNEE BRACE TO BE 2'-0" FROM THE CORNER. NOTE: THE KNEE BRACES (KBI WILL BE ATTACHED TO THE COLUMNS AND CARRIER BEAMS USING A 2" x 2.25" x 2" x 0.125" THICK CHANNEL AS SEEN ABOVE. THERE WILL BE SIX (6) #12 SMS BETWEEN THE COLUMN AND THE CHANNEL AND BETWEEN THE CARRIER BEAM AND THE CHANNEL AND BETWEEN THE BRACE AND THE CHANNEL, 3 ON EACH SIDE, AT EACH END OF THE KNEE BRACE. A TOTAL OF TWENTY-FOUR (24) SCREWS FOR EACH KNEE BRACE. TWO (2) 3/8" BOLTS CAN BE SUBSTITUTED FOR EACH SIX SCREW CONNECTION. 7" 7'-6" 8'-0" MODULAR HOME NOTE: THERE WILL BE KNEE BRACES BETWEEN THE FRONT AND BACK CENTER COLUMNS AND THE MID BEAM, THE SAME AS SHOWN -ON THE LEFT SIDE ELEVATION VIEW BETWEEN THE LEFT SIDE COLUMNS AND THE EDGE BEAM. THE 2x3 EDGE BEAM AND MID BEAM SHALL BE ATTACHED TO THE UNDERSIDE OF THE POLY ROOF WITH #12 SMS, 3" LONG, STARTING 6" FROM EACH EDGE AND EVERY 24" O.C. THEREAFTER. NOTE: THE EXISTING WOOD SHED IS A FLORIDA BUILDING CODE APPROVED BUILDING AND CAN ACCEPT THE LOADING FROM THE CARRIER BEAMS 3" -1 LB. POLY ROOF w/ 0.024" SKIN NOTE: THERE SHALL BE NO STRUCTURAL ATTACHMENT BETWEEN THE COLUMNS AND. THE MODULAR HOME AND BETWEEN THE POLY ROOF AND THE MODULAR HOME. IT IS ACCEPTABLE TO INSTALL FLASHING BETWEEN THE MODULAR HOME ROOF AND THE POLY ROOF OR CARRIER BEAM TO KEEP THE RAIN OUT. NOTE: THE BACK WALL IS THE SAME AS -THE -FRONT -WALL WITH RESPECT TO THE CARRIER BEAMS EXCEPT THESE ITEMS ARE 9" HIGHER. NOTE: THERE ARE A TOTAL OF SIX (6) KNEE BRACES USED HERE; ONE BETWEEN EACH COLUMN AND THE ASSOCIATED EDGE BEAM OR MID BEAM. 3" -1 LB. POLY ROOF w/ 0.024" SKIN MODULAR HOME NOTE: THE KNEE BRACES, KB, SHALL BE 2x3x0.070 MEMBERS, CUT ON A 450 ANGLE AT EACH END WITH THE SHORTER SIDES AT 30" LONG AND THE LONGER SIDES AT 38" LONG. SEE SKETCH BELOW. AN ALUMINUM CHANNEL, 2 x 2.25 x 2 x 0.125" THICK, SHALL BE ATTACHED TO THE COLUMNS, EDGE BEAM OR MID BEAM, MEMBERS AT EACH END OF THE KNEE BRACE AND SECURED TO THE COLUMN AND EB OR MB SIX (6) #12 SMS. THE KNEE BRACE WILL BE INSERTED INTO THE CHANNEL AND SECURED WITH SIX (6) #12 SMS, THREE (3) ON EACH SIDE OF THE CHANNEL. THE CHANNELS SHALL BE 6" LONG AND THE NEARER EDGE SHALL BE 24" FROM THE CORNERS. 38" KNEE BRACE 30" 3" -1 LB. POLY ROOF w/ 0.024" SKIN UP TO 12" OVERHANG ON FRONT, BACK AND LEFT SIDE E X I S T 1 N G W O O D I 33'-0" PLAN VIEW 3" -1 LB. POLY ROOF w/ 0.024" SKIN I 1 • OPEN • OPEN • OPEN 1 1 I I I I �, �� .� � � �� . � _ . ,,,- . � �`��EXISl'ING N{?M AL .SLAB;, ES �•: ,;� � ,... �: �.. 10'-5" 1 3" 10'-5" 3'.1 10'-5" 32'-0" 1 1 File Ci' FRONT ELEVATION VIEW S H E D POLY ROOF CARPORT DWG. # RVC-2017-103, REV. 0 September 22, 2017 SHEET 2 OF 3 SITE DESIGN DRAWING HEIGHT 8'-0". 150 MPH. EXP. 'B' R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: STOLTZ RESIDENCE ADDRESS: 3296 COLUMBRINA CIRCLE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunleaC�centurylink.net FLORIDA P.E. Lic. No. 42835 ��PNtHoroy • • N . STA OF ; • �'i �� '•:;ZORI�;: G� 0Al ��'•s`S70NAL '*' 'V RWO , At t 0NNE`_Z �Cl� _ OnJ l E I -,T� STRUCrU•RE: '`� FRONT E LEVA T ON i11f t3D -OR't: 0N-CRETE -- ty.. ';r�SEEGENERALN074E';PlO -DR:3NiiAi+ON %LAGEMT0 10. O.G: & ENDS TQ.2•'. SOUND _ 14IN iCOF I,: -.=.,° FER "_�k:.E-NSbikE FASGIA.IS.SfCURELY PRS FEAiED iII 024- C;L'L�'ul[ ° _ _ ' _ _= . MA;'S ? C?J -".t;Ei• [t 4s-fEFi'v�flTFi• l'.} + J� 3''LAG I%LW. CF1�fFER .-TD A.1F €RS. ENS U c.140, iNg PENETRATT0M - i3lhsrffNG CONCRETE E . PRE-DR1u{o�L`caTO"A1/OID SPLYT rTNG OR F1LE D�-�.pO WA- , MASONRY*, J3/+ SEC ' JI `ii i :.1'I�G ELri E OR 6R9fi- 'X1'/i° EMBED .. /EP-73 I s3 r R V4 /4'E 13ED COLUMN t... &4}q''FROM ' t €.AIDS BAL @ 18', MAX. O.C.* ' 2' NOMINAL STRUCTURAL `EL1TE`1 FACIA M114INLIM EP-23 ''14x.V SMS @ 7- O.C. (8) PEP 4' PANEL TOP a/ 'NOTE: USE %*X13/+' EMBED Si t5 a -iv` ' EACH TAPCONS, 2YI' (L 4}j' FROM 2NOS, r�Tc /TYP. TOP -A am-, OM LAC 5P.ACMc_ TASLE .� 11ao.3 1UBIPSr 13 :3a 3 +7 is �cq PER �' 1sa 3 sAa S I P•SF . � .L(y`a AAEL I 'in Cl r�_150 3° PSr a° O.0 1a' O.C. 4 C ' 30 - ?E3 Z (a PE- s ?•gNEL 30 140 C PSF AN _ C BOTTOM. ADD (i) SHS 2 4 FfiOM 14- MAX O.C. TO HOLLOW BLOCK _ ENCLOSURE END TOP & BOTTOM. HEAVY ° ` L =WALL LOAD GLTCk'-K-i ' ° y:y�' n n c � n � RL.= ROOF LOAD ADHE5CVE CAULK TOP IY BOTTOM CONTINUOUS (OPT_) )tIY�.LU.�i -UP 10 IrLJNSrli7rr 1= iJECI'. . w.t�r r.rtr���•T nib�•++ 11 -rpp TI ckw BEAA4 PEATABLES OR AIYl.,nIL.JRUNG LJ�rf11L OPTON1:USE .Y,.-LAG BOLTS 5cALED•SIFESPECIFIC -SEE GENERAL NOTE i10 FDR ATl7M 'VV/ 1- NUN. WASHER DIAMEfELL, I l ORAWSl4GSfCA[ CLAATI01Y5 CALUF4N' P&R TABLES DR 3'x3-:cis-%' ANGLE WITM (2) 3'i'xl3/i EMBED, 11 WN.30G LoNESS SPA THAN R NELLAG BOTH OPIIONS: (2) %' THRUBOLTS, T iICINg TA LE CEDTHIS PER LAG CARRY BEa1H TCl COLUMN SEALED, SITE SPECIFIC • •TAPCONS WJ�'e' MIN. WASHER DIAMETER TO SPACING TABLE TH75 L5Ef4IL.. n Q DR AV9NGS(CALCULATIONS SLAB, 23h.' APART & 3' FROM SLAB EDGE & (6j O O NOTCH COLUMN IP( carr t TO Fir 14 SMS TO COLUMN,?4' FROM ANGLE EDGES: OPTION 2: }'a° THRU BOLTS TO C CARRY BF -AIM SNUG ONE EACH SIDE OF COLUMN ' . `GOOF 4- FROM ENDS 17- O.C.�TO Z'YL'xli8' ANGLES SOTS OFEA I_E , gA 5I s OF CO, i M (EI T HER SIDE IF REQWRM BY :1 i SMS EA L53, cA 4OE OF COIJMN o BUILDING r7EPT3. COLUMMN PER TABL€5 OR SE jLED Srr,-= SPECIFIC DRAWING/CALCULATIIONS - ' Mims SECTION. AT SIDE -OF ROOF PANEL NEW]E:IS Q9G CONCRETE SLAB & FOO PING_ SEE Eff SPECIFIC DEFATl OR ADDML C94AL FOOTING ENGINEERING SHEET w LAGS, 4• FROM eNtls a 24' PAAX. D.C., 1° MIN :EAV E BEAM CON N EC HON @ WALL �1_�,' LO ZNE PHAN PANELWALLS ONLY- iCAULKS TO ALL S ROOF SMS to^� J HE NOj-FAIA(PRY WALLS ONLY• CAULK ALJ SGA�'AI `SEE GENERAL NOTE #1 0 FOR LIMIT TIO TfP. TOP & HEAD5' EPS POLY (USED AS REQURIED WHEN BO-1MM ROOF CONNECTING TO WALL) E ITE ROOF %'THRL"3OLTTHR000H 0 2-!3-A- ANGLE TO ROOF, ' r 2 2 X Z BOX 9 O 3'x3l_ re ANGLE FASTENED TO INSIDE @ 11P 7 P¢M. BOTTGNOF CARRY BEAM W/ (2)'/4' L3• � THWWLTS SIDE, (5) 114 SACS BOTTOM, aIi 2"".-Z'x5'°' ANGLE, 13) 114 E?AS EA "C'ARP' -BEAM PER . , a O L M, E4 SIDE OF BEAM TA PR.SEAtEO FASTF1iED TO CBS WALL W/ (2) 3/+ Xl%a $ EMBED -1APCONS OR TO WOOD (MIN -2X, STFr`$PEC?FTC LNI- Y &Y OTHERS) WSIN (3):�14x1j4' ^POTIONS -PMRFD O S 1 Mrj F _ ' .. TQN TOP ffYP 3GITOH) CC AA�� r tizZO.F�C'iRlISIaN i 1 .09-P rSEETABLE.B'1OW BF-A!'1 SPLICE �ih" 1MEi lgt,i5*J3ESIGN 1 T^r. J it rs a: .USE. oj/ER C�7LlJ1y1N .. TPc 1Qf;TG.:r� I.0 !VINC- sflT61 2 X 3 SIDE E:PEQI1 RET2'rP•"'DTf-0EMSOMS Bc0n (1) i1' LAG FJOLT'LiN73j. rW13;Tt7OrE AS:•S?.EGI iEO ,may BEAM �� fSEF EACH CARRY BEAM cI9C,; T ABLc T1-4 SMS EA. 1° MIN LONGER TIiRIW`•'•- E5 EIN AID -Li F°LIOr45'TO BE P.EL04'1) (S) - PANEL T MCKNESS 6j-ie•:VLt4ti3UM F" IOE OF PLATE J - o s• net nv -a"'• ` i I LAP BE&1i 2 X VARIES .'a F, ' 14 5M5 t4AX TOP .05 2 X 3 CAR.4Y. ZPA. ,µ c SriA? cEAl4 TOP ST 5 i raCF1- T. �. _ SOI .P= mild I _� all I 570E OFCA.aiT'ofi' COLUMf4 ?cR � .21a'I.a73• SOUfr..=•-�_..� • . 7_2.'0°�1 3r _ ZXSO .3r.•G�Aa3'I ::i; POLY ROOF CARPORT SECTION AT BEARING DWG. # RVC-2017-103, REV. 0 COLUMN September 22, 2017 SHEET 3 OF 3 #12xY4" SMS @ 16" TYP. TOP & POLY ROOF CONNECTIONS BOTTOM � HEIGHT 8'-0", 150 MPH, EXP. 'B' o a a c o EPS POLY 0 0 0, ROOF R V CONSTRUCTION O 3318 COLUMBRINA CIRCLE ELITE TYPE 'E' V, / 12 PORT ST. LUCIE, FL 34952 GUTTER OPTIONAL SLOPE OFFICE (772) 380-8253 ADAPTOR LICENSE # CRC 1330965 SHOWN USE *" LAG BOLTS W/ 1" MIN. WASHER DIAMETER, 1" MIN. LONGER CARRY BEAM PER TABLES THAN PANEL THICKNESS SPACED 'YV.HEN.FAS 'r04(N , FQ aLUMUM-'ItS€Tl.RUF.AST-H -x (•�° = 3l=` )) A U3"`tO�.O. r QR EIP. ! 3FOR-GOMPO�YSf E-R�)OCJOFpS:: 10130'�Pr l •7Y{�iD jr Q X (L 'IL°vR1 Ti! E POSEIRE °D"; 5" O.E.-F©fi i 1-1/�` f FEPJDER: VYASlHERS " A30VF130 r1AP4;ND UP T O : aC'12` �•4..�1= AUQ MPH VANG-SPEED PANELTrt10KA#j=SS'+ j �: E�05lJRE °D' @ROOF BEARING ELEMENT . •(Sti0WN)'/?ID.24',-O:G_ @ CAUUK ALL EXPOSED SCREE _N0N-BEARII4G ELE&I)Et Fr (SIDE :HEADS- =HEADS: &WASHERS WALE LOCATION: NAME: STOLTZ RESIDENCE ADDRESS: 3296 COLUMBRINA CIRCLE CITYISTATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE THIS "CIRCLED" CONNECTIONS FOR PAN ROOFS: ON THIS SHEET ARE BEING F:' '...................... 3 EACH #8x 1/2".LONG S_tvi USED FOR THIS PROJECT. (.� . - - - P-ER:12'.PAAF�L 1 2 3 ALAI CviWU i�fiP�4fd W;�SF iER 4 5 6 j RCOFPANEL SCIPPOFMNG BEAN, 10 11 NOTE: DRAWINGS ARE NOT TO SCALE ROOF P IVEL TO BEAM.�A_-T N'P G-DETATL R. A DUNLEA, P.E. 1513 CERVANTES PLACE 3x3 POST--> BUCKET THICKNESS . NOTE: THE TAPCONS CAN.BE REPLACED THE VILLAGES, FLORIDA 32159 MUST BE 118 MIN WITH TWO (2) 1/2" WEDGE ANCHORS (772) 285-6444, (352) 750-6207 (REDCAP, HILTI, OR EQUAL) WITH 2-1/4" #14 SMS, �� ;, a MINIMUM EMBEDDMENT. ALSO, IF BUCKET bobdunlea(�centuPl/link.net 3 SMS31tBUCy : IS BEING ATTACHED TO WOOD USE THE 318" i FLORIDA P.E. Lic. No. 42835 PER SIDE "y' ``fi � °� - 3" WOOD SCREWS, W/ 1-1/4" WASHERS, o®�da�aOH2��:oo (6 TOTAL) TO SECURE THE BUCKETS. WEDGE ANCHORH0ivy �4y MUST BE EQUAL OR HIGHER STRENGTH. •. • •s• N • CONCRETE TWO (2) : : / �j: � e ; / • �� 3/8" - 3" CONCRETE e LD738212-> T.,4PCONS 2-1/4" Fj 6 .A TA OF ; lV (OR EQUAL) I (MIN. EMB.=2-1/4") °� ' 2" MI"• 3" x 3" BUCKET CONNECTION ��ioFS •� a wee O/ONAt. --��` e•