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Home My WebLink AboutPOLY ROOF CARPORTTABLE OF ROOF BEAMS `"3LU JNS, PURLINS AND�,_�-:RTS: SPECIFICATION NOTES ETERS: L POLY ROOF CARPORT HIS CARPORT STRUCTURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 8'-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 ATERIA THICKNESS I LENGTH DESIGN BASIS # I SKIN I POLY r SKIN FT. FL. PROD. APPR. POLY ROOF PANEL # 1 I PRP1 I ELITE I 1 I ALUM 1 3" 1 0.024 1 11'-0" FL7561-R3, DWG. OR = FL-1001, 3-20-15 TABLE 2 MAIN MEMBER SCHEDULE MEMBER --- Tm-A-g-KT SIZE I MATERIAL I TYPE I THICKNESS LENGTH DESIGN BASIS b x t ALLOY W F FT. COLUMN # 1 COLUMN # 2 CARRIER BEAM # 1 ROOF BEAM # 1 KNEE BRACE # 1 Cl 3x3-12 ALUM TUBE 0.125 0.125 8'-0" 1 CALCULATION C2 3x3-12 ALUM TUBE 0.125 0.125 8'-6" CALCULATION CBI 2x5 ALUM SMB 0.050 0.116 8'-0" CALCULATION RBI. 2x4H ALUM HOLLOW 0.050 0:050 10'-0" CALCULATION KB1 2x3-7 ALUM HOLLOW 0.070 0.070 2'-10" . CALCULATION ADDITIONAL SITE SPECIFIC INFORMATION 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 MANY OPEN AREAS AROUND IT. THE ENCLOSURE IS ABOUT 1500 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 1 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 I. 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 10.0 FEET GIVES A SLOPE OF ABOUT 0.60 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 6 INCHES HIGHER. THERE SHALL 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 EDGE OR MID 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 I BOLTED CONNECTION - OPTION # 2 THE ROOF BEAM CAN BE CONNECTED TO THE COLUMN WITH TWO 1/2" SS NUTS., BOLTS AND SS WASHERS. 2" WIDE CARRIER BEAM (CB) OR EDGE BEAM (EB) THE ROOF BEAM CAN BE CONNECTED TO THE COLUMN WITH TWO 1/2" SS NUTS, BOLTS AND SS WASHERS. 2" WIDE CARRIER BEAM (CBI OR EDGE BEAM (EB) PLAN VIEW - CORNER COLUMN ` PLAN VIEW - MIDDLE COLUMN 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 I 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 RECORD. E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. 2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061176; ALLOY # 6063176 IS NOT ACCEPTABLE. B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-176, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS. ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER 0ffi.t5I f M8 OnTTACHNIEN T S INSTALLATIONS UTILIZING THE SUBJECT METHODS. lr ' ��11�+ T� r,CCP E C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN -FIBERGLASS, MAXIMUM DENSITY OIA9X 14, 98 /o`i`�i>7="N`NIIIVIINUM: - OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. CONTRACTOR OF RECORD D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. 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 MEMME PLANS.AND ALL PROPOSED WORK HALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER. ARE SUBJECT TO ANY CORRECTIONS IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE CO M69 e9� TO THAT COMPLY WITH ALL APPLICABLE CODES. 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 -WE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4 WHERE APPLICABLE, THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH ANY DESIGN ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING". 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. f 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, +/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. 7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH. B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24" ON CENTER WITH MINIMUM ENGAGEMENT OF 2". 8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, B 4" NOMINAL PATIO SLAB, REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE, D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE. 9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, 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 COATING. 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. DWG. # RVC-2017-107, REV. 0 November 22, 2017 SHEET 1 OF 3 GENERIC DESIGN DATA R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 • . LOCATION: NAME: CONSTANZO RESIDENCE ADDRESS: 8513 LIDFLOWER COURT CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE 02 (?I (- "? COUNTY 21JlLDriC'VMS3Q1� D FOR COMM NC D BY 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(ab-centurviink.net FLORIDA P.E. Lic. No. 42835 _"'ITE SPECIFIC DRAWING -� MOBILE HOME MOBILE HOME NOTE: THE LEFT 12" OF THE POLY ROOF WILL BE ON TOP OF THE SHED WALL. THE POLY ROOF WILL BE SECURED TO THE TOP OF THE SHED WALL WITH LAGS AS SHOWN ON ITEM 9, SHEET 3. THERE SHALL 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. 3" -1 LB. POLY ROOF W/ 0.024" SKIN CB1 NOTE: TO STABILIZE THE POLY ROOF BEAMS, RBI,' HAVE BEEN PUT IN PLACE TO ALLOW FOR KNEE BRACES TO BE INSTALLED BETWEEN THE ROOF AND THE COLUMNS, AS SHOWN ABOVE IN THE RIGHT SIDE ELEVATION VIEW. THE KNEE BRACES SHOWN HERE SHALL ALSO BE INSTALLED IN THE MIDDLE SECTION. THERE ARE A TOTAL OF EIGHT (8) KNEE BRACES. THE KNEE BRACES SHALL BE ATTACHED TO THE COLUMNS AND THE ROOF BEAMS WITH CHANNELS, AS SHOWN ON SHEET 4. RBI RB 1-> ■ <-2x4H 3" -1 LB. POLY ROOF W/ 0.024" SKIN 12" OVERHANG ON FRONT & RIGHT SIDES 16'-0" PLAN VIEW 1 II 11 3" 7'-7.5" 311 7'-7.5" 3" FRONT ELEVATION VIEW (BACK VIEW IS SAME AS FRONT EXCEPT 6" TALLER) I 8'-6" 10'-0" 8'-0" RIGHT SIDE ELEVATION VIEW (SAME BRACES AT THE CENTER OF THE CARPORT) KNEE BRACE DETAIL Qp BEAMAR tER f'ER B 2 � HM <-COLUMN PER TABLE 1 CHANNEL tI TOTAL FOUR 2x3X0.070, BACK END �s s z sms MITERED Wl 1l8" 24" U-CLIP, (6) #12 SMS INTO COLUMN / CARRY BEAM, (3) #12 SMS INTO EACH SIDE OF KNEE BRACE (TYP.) ■ CHANNEL NOTE: KNEE BRACES SHALL BE 2x3x0.07 MEMBERS AND SHALL BE 2'-10" LONG. EACH END SHALL BE CUT ON A 460 ANGLE. THIS ALLOWS FOR EACH END TO BE 2'-0" FROM THE CORNER. NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS AND CARRIER BEAMS USING A 2"x2.257x2"x0.125" 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) 318" BOLTS CAN BE USED FOR EACH SIX SCREW CONNECTION. j POLY ROOF CARPORT DWG. 9 RVC-2017-107, REV. 0 November 22, 2017 SHEET 2 OF 3 SITE DESIGN DRAWING 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: CONSTANZO RESIDENCE ADDRESS: 8513 LIDFLOWER COURT CITYISTATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE THIS REVISION CORRECTS THE WIDTH OF THE CONCRETE SLAB AND THE WIDTH OF THE POLY ROOF, AND ALSO CORRECTS THE EDGE OF THE SLAB AT THE LOWER LEFT CORNER OF THIS SHEET. A NOTE IS ADDED TO CONFIRM THE DISTANCE BETWEEN THE BUCKET CONNECTION AND THE EDGE OF THE SLAB. SEE SHADED AND CIRCLED CORRECTIONS. ONLY THIS SHEET IS AFFECTED BY THESE CHANGES. DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(ab-centurviink.net FLORIDA P.E. Lic. No. 42835 £ I1 1EE'TfQl11 T4 STRUCTURE 311f0D OR :CON.C'RETE SEE GENERAL' P1Cu -c=� G 'flR sIMii ATiGM BOLT 3@ 1o, O.C:. & E Nns-,az! SOUND. ARE FASCU�• LS'eu I �A Y FAS FFJRED -O . srF :►Nr7li. t i l ' X`3?: LAG TAN•. CElT AaS lC RAFTE1 -RS ENSUKt., 2:`i llnp rgvc I nnl,.,l, PRE=DRIL, HQ1=TD�A1/O� SPLITING CONCRETE . Fn OR FELLED MASONIC& OR 7R S.S. R 4}�EZj 5Y4�'nxrl'n/� L3 pEEMBED .- IAPC ON IV' l & 4%.. FARM' ENDS BALMAX @16^ G-ELASr&NG - SEALED , O, WALL. YP) EL•* i-E I EP-13 2'NONIINALSTRUCTURAL— `cult FACIA MINIMUM EP-23 EMBED a14AV SMS @ 7- O.C- (a) PER 4' PANEL TOP &/ °NUIF�:ItS 'E �'�`9L 4% FROM BOTfOP4 ADD (Z) SMS 2' 4' FROM EACH TAPCONS, 2� �4jf' FROM BUDS, ENCLOSURE ENO TOP B. BOTTOM. HEAVY 14' MAX O.C. TO HOLLOW BLACK ADHE'SCVE CAULK TOP & BOTTOM CONTINUOUS ENCLOSURE T O CONCRETE 13' AivC i-`iOrN� DET.IL *SEE GENERAL NOTE t10 FOR A COLL14N• PE-R TAf34ZS OR 3' x3'x3--'gib' ANGLE VM i (2) V/i Xs A' EMBED. SEA ED. SITE SPECIFIC TAPCONS w/ W MIN. WASHER DIAMETER. TO DRAWINGSICALCULATIONS SLAB, 2%- APART & 3- FROM SLAB EDGE & (fi) 014 SMS TQ CQLUNN, %' FROM ANGLE EDC,I=S; ONE EAGki SIDE OF CDLIIMN , 1 O Jl n O ,O pil ly NG CONS1J1$ & FOOTING. SEE SITE SPECIFIC DETAtjlD AODTTIGIAL FOOTING ENGMEERING SHEET :SAVE 13EAM CONNeCTION @ WALL SEE C:NERAL NO -II= 31 D FOR LIMB T10 EPS POLY (USED AS RBQURIED WHEN CONNECTING TO WALL) 1/4 7HRUSOLTTHROUGH 2"s3`A- ANGLE TO ROOT, o n g"y3 • ANGLE FASTENED TO INSIDE @ _ - BOTTOM OF CARRY BEAM W/ (2) L7- THRUAOL7S SIDE, (5) 414 SM9 Bar-f -i E S IO BEAM PEED FASTENED TO CBS WALL W/ (2) �ii X3 /s' EMBED TAPCONS OR TO WOOD (MIN -2X, _. _ SPEL�FIC _rNT' RtfY BY OTHERS) WITH (3)r14xl%' E IhIC- 5i ONS Sria9?- iIC,N r Tf?. -1 IJSE. MlCEL I 2 x 3 ENSOfYs BOX tGIFiED ri SEAM TO 3E I 1 , .055, YP. I ( 2:t3 I Ri 3c}la r 2-0' IEx�FINi .f r LrRLisi ; A�-ia'•:ALJ Taif�ll M'''boom •�•--•'3" SOU}.r.•4; TOP ("IYP 3GTMM) SEETABLL_Ba OW Ch FM 2 x VARY IJ=P SEN4 F, ROMDF j'Ai - - ON' —' I Ors FRONT E LEV„ i O ,r1-Nt�cuS_ = , _ tdiN :coy ray :_ :ER, SECT! �•--11 V :;i I-83EXR.� NG COLUMN CCU LI•--7t 1 (OPT-) a a OPTEON 1,USE Y4 LAG BOLTS W/ 1` MM WASHER OIAMErEP, 1' lMR4. LONGER THAN PANEL. T1 GCKNESS SPACED PER LAG SPACING TABU THIS OfFrA51.- OPTION 2: L4' THRUBOLTS TO ROOF, 4" FROM ENDS & 17' O.C. TO 2-x2'X�' ANGLES (E3i HFSL SIDE IF REQUIRED BY BUILDING DEPT). E(P. LAG =PAGING- I j4',O.a24'1 TaSI. l�p 3 I °rJr i - G.C. -' 0.i=- 0 3 11� PSr i°• PER I Pc4 At _-ia 5 .?ANEL L pGO C931�3= O G 1[1' O.C. 1=a C a PAS , ?.4 E8 a�UC4q lsa c SMS a. i1'P. TOP -A EOM 'NL = WALL LOAD RL= ROOF LOAD 1 ° CARRY BEAM PER TASI ES OR sEN-ED-SITE SPECIFIC DRAWINGQCxL CULATIONS BM OFTIONs: (2)%'THRUBOLTS, CARRY SEA. M TG COLUMN NOTCH_aOWHt IN C33fTEt TO FIT 'an., CARRY 13501 SNUG SO T H OPTIONS: 3°Y3'*s' .ANGLE, (Ei) �14 SMS EA LEI;, r A SIDE OF COUMN COLUMN PER TABLES OR SEALED SPECIFICDRAWING/G1L:CULA,TIONS moms SECTION. AT SIDE -OF R00-F PANEL h' LAGS, 4` FROM -NOS & 24' MAX O.G, I° h " rLONGER THAN PANEL 7HIQJ4�S TO SECURE F=F TO NON -PRIMARY WALLS ONLY- CAULK ALL Scpu l l SMS 16, HEADS 7(P. TOP & BO fq . ° EXFE ROOF ° PANEL EL2ic°" a 2x2BOX ENO GIP MIN. OR �. 11W E1NCc a 2 �2'xya' ANGLE, (3] 114 SZ S EA LEG, EA SIDE OF SEAM C 1 1 BEA •SPLICE OVER COLUMN . IIJE (1) is' LAG WLT2.N}'a. rSEF 5.Cii CARRY BEAM -I%i; T gLE (5) �14 SMS EA 1' NON LONGER. THAiR'•••• BELGYICI DE OF PLATE PPPIEL kffCKNE55 6"Mal 5. 4 self �14 SMS ® SiGS , Z4 O.C. MAX 70P GtR't6.3EAld' WZE K.%-1 i laCF.�� SIDE OF .-OIJMN P.ERTA--ILES tit SECTION AT BEARING COLUMN , - - #12XY4" SMS @ 16" TYP- TOP & BOTTOM 0 c o EPS POLY 0 0 o a ROOF o' o 0 ELITE TYPE 'Ev % / 12 GUTTER OPTIONAL SLOPE ADAPTOR SHOWN USE Y," LAG BOLTS W/ 1" MIN. WASHER DIAMETER, 1" MIN. LONGER CARRY Bq,' ABLES THAN PANEL THICKNESS SPACED '1t+/F9'EN.FAS 1TffQN�F� :aL' EJMINUW ttSE TRl UFA<5TH£tx ('r ; 3147) AT 8.` O.Is. FQR UP• i a i30 •MPF{•)/Y ND 8PEED LXPOSURE "D�; ir' O.E. FOR ABOVE130 MPI- ikjVD UP I O _1� MPH VONa-SPEED E,'POSUR-E`D' CAUUK ALL EXPOSED SCREW =HEADS & W,4SHERS - - .... ROOF-PA-14EL T-b BEAM E FOR _G0MPOS1i E .ROOFS: #10 x (t -r 1/2"j6iKS: W/ 1-1/4-0 FEPIDER ;.WASHERS :@-12` L1.4,.-lt }. PA14EL TrilCKI - ` @ ROOF BEARING (SH04YPI) iAPl�.244'GG_ i�lON-NONELEME14T (SIDE W FOP. PAN_ ROOFS: (•3jEACH Ajax 1/2"•L'.ONG S_ftt)_ RER 12'.PATEEr f1374" -ALE11vfwu Pvi° Pi4I+IliVAS.HER ffObFPA'NE* L S0PPORFfNG BEAM EN'I1� ;DE�'� 3x3 POST--> BUCKET THICKNESS NOTE: THE TAPCONS CAN. BE REPLACED MUST BE 118 MIN WITH TWO (2)1/2" WEDGE ANCHORS s (REDCAP, HILTI, OR EQUAL) WITH 2-1/4- #14 SMS, MINIMUM EMBEDDMENT. ALSO, IF BUCKET 3 SMS 3x i1C - IS BEING ATTACHED TO WOOD USE THE 3/8" PER SIDE - 3" WOOD SCREWS, W/ 1-114" WASHERS, (6 TOTAL) ` TO SECURE THE BUCKETS. WEDGE ANCHOR MUST BE EQUAL OR HIGHER STRENGTH. CONCRETE TWO (2) 3/8" - 3" CONCRETE --LDT38212-> TAPCONS 2-1/4" (OR EQUAL) (MIN. EMB.=2-1/4") 2"Min. 3" x 3" BUCKET CONNECTION POLY ROOF CARPORT DWG. # RVC-2017-107, REV. 0 November 22, 2017 SHEET 3 OF 3 POLY ROOF CONNECTIONS 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: CONSTANZO RESIDENCE ADDRESS: 8513 LIDFLOWER COURT CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE THIS "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. 1 2 3 4 5 6 7 8 9 10 11 NOTE: DRAWINGS ARE NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunleaCa)centurvIlnk.net FLORIDA P.E. Lic. No. 42835 ♦eo40 01HON�,O�r, •••••• )NAL