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HomeMy WebLinkAboutSPECIFICATION NOTESTABLE OF ROOF SEAMS, COLUMNS, PURLINS AND GIRTS• SPECIFICATION NOTES AND DESIGN PARAMETERS: POLY ROOF CARPORT THIS CARPORT STRUCTURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 12'-0", EXP. 'C', 150 MPH 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH DWG. # RVC-2018-114, REV. 0 WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE BUILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR THE TABLES ARE APPLIED. February 19, 2018 OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL A DESIGN BASICS: THIS; POLY ROOF CARPORT IS A RISK CATEGORY I STRUCTURE. HEIGHT 12'-0", EXP.'C', 150 MPH VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2015 EDITION. B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER SHEET 1 OF 4 FBC. FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1. ASCE 7-10. TABLE 1 MAIN ROOF MEMBER SCHEDULE 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 l 60 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. GENERIC DESIGN DATA HEIGHT 12'-0", EXP. 'C', 150 MPH I MEMBER IMARKIMANF.1 WEIGHT MATERIAll THICKNESS ILENGTH DESIGN BASIS # I SKIN I POLY I SKIN I L. PROD. APPR. POLY ROOF PANEL # 1 PRP1 ELITE I 1 I ALUM 1 3" 1 0.024 1 10'-1" FL7561-R3, DWG. R V CONSTRUCTION OR = FL-1001, 3-20-15 TABLE 2 MAIN MEMBER SCHEDULE MEMBER MARK SIZE I MATERIALl TYPE I THICKNESS ILENGTH DESIGN BASIS b x t I ALLOY I I W I F I FT. COLUMN # 1 COLUMN # 2 ROOF BEAM # 1 CARRIER BEAM # 1 CARRIER BEAM # 2 EDGE BEAM # 1 KNEE BRACE # 1 KNEE BRACE # 2 Cl 3x3-9 ALUM TUBE 0.090 0.090 7'-9" CALCULATION C2 3x3-9 ALUM TUBE 0.090 0.090 12'-0" CALCULATION R7 2x8 ALUM SMB 0.072 0.224 16'-0" CALCULATION CBI 2x9 ALUM SMB 0.082 0.306 20'-9" CALCULATION CB2 2x8 ALUM SMB 0.072 0.224 16'-0" CALCULATION EB1 2x6 ALUM SMB 1 0.050 1 0.120 9'-0" CALCULATION KB1 2x3-7 ALUM HOLLOW 0.070 0.070 1'-5" • CALCULATION KB2 2x6 ALUM SMB 0.050 0.120 3'-0" • CALCULATION 2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): 3318 COLUMBRINA CIRCLE A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. PORT ST. LUCIE, FL 34952 B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #707546, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR OFFICE (772) 380-8253 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF LICENSE # CRC 1330965 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 OF RECORD PRIOR TO ANY INSTALLATIONS UTILIZING THE SUBJECT METHODS. C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM. LOCATION: OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. 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 NOTE: SOME Cl COLUMNS ARE NEW AND SOME ARE EXISTING. CB1 IS EXISTING. NOTE:' AVERAGE 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. ADDITIONAL SITE SPECIFIC INFORMATION I IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. THIS POLY ROOF CARPORT IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF SE WALTON ROAD AND EAST OF NAME: CREQUE RESIDENCE ADDRESS: 3812 SPATTERDOCK LANE CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE U.S. ROUTE I IN PORT ST. LUCIE. THE CARPORT HAS SOME OPEN AREAS AROUND IT. THE ENCLOSURE IS VERY 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 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.a.� ANY DESIGN ABNORMALITY, ARE SHOWN ANDIOR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING". �, -' 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C. (MIN.), BE 3" FROM THE EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE. 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. SCANNE 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, BY B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. 8� Li, cle C®( 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. �s 14� ib 11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING.. 12 PLUMBING, DRAWINGRICAL, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY SEPARATE DESIGN DOCUMENT. CLOSE TO 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 'Cl. . Tr 1y .,.r .-. (.0UNTY ��1I BA'dS'a t`iIGIn�y t- — "� ' ` ' - T on 34 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 FOR`BUIL'QINGAt THIS DRAWING IS ONLY ACCEPTABLE FOR BUILDING PERMITS & ONLY WHEN IT HAS THE ENGINEER OF RECORD'S RAISED SEAL. COPIES ARE NOT DEEMED VALID. 1990S, WAS DAMAGED DURING A RECENT HURRICANE. THE FRONT IS 12'-0- HIGH AT THE CENTER AND THE 7'-9" HIGH ON THE SIDES; WITH A RUN OF 8.0 FEET GIVES A SLOPE OF ABOUT 6.38 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. ADDITIONAL CONNECTION DRAWINGS ARE SHOWN ON SHEET 4. 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. . THE HOST STRUCTURE IS A MODULAR HOME SO THE CARPORT WILL BE UPGRADED TO THE REQUIRED 4TH WALL CONSTRUCTION FOR COMPOSITE ROOFS. THEREFORE, THE COLUMNS, BRACING AND CONNECTIONS SHOWN ON SHEET 2 ARE THE SIMILAR IN THE BACK AS IN THE FRONT. THERE SHALL BE NO STRUCTURAL ATTACHMENT BETWEEN THE POLY ROOF CARPORT AND THE MOBILE HOME BUT IT IS ACCEPTABLE TO INSTALL FLASHING TO R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(d1centurviink.net FLORIDA P.E. Lic. No. 42835 I pus!srru ♦���r0 # 4, NTHONy Q` Q 4 nt`( ''���Q,Q' • • Ci •'••�y'��` •� '1J •• Z / • �4 AT OF '•: LOR10•.• ��,..sS.ON KEEP THE RAIN OUT. THE CARRIER BEAM TO. CONNECTION CAN BE MADE WITH CHANNELS AND THE REQUIRED NUMBER #14 SMS, AS SHOWN ON TIWI5kKWfflMbItNkRS0RAMCHmfiNT8 E IFII• FROOMIIpp Ry�,n ," ��F • �rdD AI.L PROPnczvp ` RY CORREC INSPECTORS :v►md 90-ERTO A�AtjlE CODES. 20'. ,9" 3'-9" EXISTING MOBILE HOME Cl (NEW) 3x3X0.09 r*# KBI-> E 5 EXISTING SCREEN POLY ROOF ROOM TO LEFT KBI- C1 (NEW) 3x3X0.09 OPEN POLY ROOF KBi- C1 EXT. 3X3X0.09 N OPEN POLY ROOF ' KB1- Cl NEW 3x3X0.09 I7'-9" I LEFT SIDE ELEVATION VIEW NOTE: ATTHE'A LOCATIONS THE 2x3x0.07 KNEE BRACES (KB) SHALL BE SECURED TO THE ROOF BEAMS (111), THE COLUMN C2 OR TO THE CARRIER BEAMS (CB2) WITH 5" LONG 2" x 2.25" x 2" x 1/8" THICK CHANNELS, AS SHOWN ON SHEET 4. THE KNEE BRACES IN THE FRONT AND BACK WALLS, KB2, WILL BE SECURED AT BOTH ENDS IN A SIMILAR MANNER AS IS SHOWN IN THE SKETCH ON SHEET 4, EXCEPT THE CHANNELS WILL BE 9" LONG. E X I S T 1 N G NOTE: THE FRONT OF THE CARPORT WILL BE OPEN AND THE 2x9 SMB CARRIER BEAM WILL BE SUPPORTED BY THE TWO (2) 2x8 SMB ROOF BEAMS THAT WILL BE SECURED TOGETHER AT THE COLUMNS AND TO EACH OTHER AT THE PEAK IN THE SAME MANNER AS THE ROOF OF A HIP SCREEN ROOF ENCLOSURE. THE 2x9 CARRIER BEAM WILL BE 7'-9" SECURED TO THE 2x8 ROOF BEAMS AT THE PEAK WITH AN 9" LONG, 1/8" THICK ANGLE IRON ON BOTH SIDES OF THE CARRIER BEAM. EACH ANGLE SHALL HAVE EIGHTEEN (18) #14 SMS ATTACHED TO IT, NINE (9) BETWEEN THE ANGLE AND THE ROOF BEAM ON THAT SIDE AND NINE (9) BETWEEN THE ANGLE AND THE CARRIER BEAM. SITE SPECIFIC DRAWING EXISTING MOBILE HOME EXISTING MOBILE HOME NEW C1 3x3x0.09 EXT. Cl 3x3x0.0 i ' NEW C2 3x3x0.09 t CB1-> 1 <-2x9 EXT. 1 1 1 1 CBI-> <-2x9 EXT. -NEW Cl 3x3x0.09 EXT. Cl 3x3x0.0 jSLOPE SLOPE 3" -1 LB. POLY ROOF 3" - 1 LB. POLY ROOF W/ 0.024" SKIN W/ 0.024" SKIN CBI-> <-2x9 EXT. XT, Cl 3x3x0.09 EXT. Cl 3x3x0.09 - � FRONT FACADE ABOVE 7'-9" HIGH CBI-> <-2x9 EXT. NEW Cl 3x3x0.09 NEW Cl 3x3x0.-9 2x8 SMB 2x8 SMB I 16'-0" PLAN VIEW EXISTING PAN ROOF AREA Cl (EXT.) 3x3X0.09 <-KB1 POLY ROOF OPEN S _M <-KB1 Cl (EXT.) 3X3X0.09 OPEN S POLY ROOF mi <-KB1 'M Cl EXT.) 3x3x0.09 'y POLY ROOF OPEN <-KB1 Cl NE 3x3x0.09 .j1 L 4'-3" I 7'-9" I RIGHT SIDE ELEVATION VIEW 7-7.5" 7'-7.5" 16'-0" 16'-0" FRONT ELEVATION VIEW BACK ELEVATION VIEW (VIEW FROM FRONT) 8'-0" 20'-9" 8'-0" 3'-9" P$le POLY ROOF CARPORT DWG. # RVC-2018-114, REV. 0 February 19, 2018 SHEET 2 OF 4 S)TE DESIGN DRAWING HEIGHT 12'-0", EXP. 'C',150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: CREQUE RESIDENCE ADDRESS: 3812 SPATTERDOCK LANE CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(aD-centurvlink.net FLORIDA P.E. Lic. No. 42835 ♦°♦°°,�-Q,NTHOAtk r## A' op, 0 ATE F oo !(� • ####i.S��1VAL E�°°°♦ "' pj j EEI ON TO STRUCTURE: ��:;;y::•::�`�11t(��3D�'0��.CON.C'RETF GENERAL''NO+C='0 • ORdSMiIAiiON ENM- T a-v SOUND. � I` •- F IS S€C3.�-Y FAS:FFJVED i� ; "ma's: -r�I. NSOt2E, fLSCIh..• :.- 4_e�ia.oealnRTF1.(?1�l'!i'$'•'lAGI•LN'.CFN�ER is® iD:S?L31`1r WGjcaNcRE OR F111ED MASONRY*- El %'xi3/j° EMBED TAPCON @ 2.W ° Pc 4%"FROM' =— ENDS BAL @ 18'- MAx. O.E. L .l3A,SPaPlG • SEALED TO WALL LIMP) EL- M / EP-73 o j 2' NOMINAL STRUCTURAL 'tLl j t FACIA MINIMUM EP-23 SMS @ 7' O.C. (9) PEP_ 4' PANEL TOP &/ *.NOTE: {LSE 6'& 43 j EMBED BOTTOM. ADD (2) S149 2' '& 4' FROM EACH 14' MAX, O.C.& HOLLOW FROM ENDS, ENCLOSURE END TOP & BOTTOM. tIEAW 14' MAX C. TO HOLLOW BLOCK ADHEE LV CAULK TOP Ft BOTTOM CONTINUOUS E NCLOSWRE T O CONCRETE uECK AI Cf70fc�F�'i.�� T tiL *SCE GEPlERAL NOTE #10 FOR ATION COLUMN' PEIL TASMS OR 3' XVx3`_%' ANGLE WITH (2)1/4"4T? EMBED. SEALED. SITE S PECIFIC TAPCONS W/ V MIN. WASHER DIAMETER TO DRAWINGSICALCULATIONS SLAB, ZW APART & 3' FROM SLAB EDGE & (b) #14 SMS TO COLUMN, V FROM ANGLE EDGES{ [ONE EACH SIDE OFCOLUNN . 00 .o " 1 a pt1 l iPIG CONI:RtiE SLA$ & FOOTING. SEE SITE SPECIFIC pETA1L Off ADDTi cNAL FOOTING ENGINEERING SHEET :EAVE BEAM CONNECTION @ WALL SEE GENERAL NOTE *10 FOR LIMIT TIO CPS POLY _ (USED AS REQtmTFn WHEN ROOF CONNEC-rAG TO WALL) %- THRUBOLTTHROUGH 2's3 A' ANGLE'To ROOF, a o 3 X3--%' ANGLE FASTENED TO INSIDE & .` ° BOTTO14 OF CARRY SEAM W/ (2)'(4' _ Lz THRUdOLiS SIDE, (5) ;;14 SR5 BOTTOM, -iAELg OR AtFfl FASTENED TO CBS WALL W/ (2) V/i'Xf3V EMBED TAPCONS OR To WOOD (MIN 2X, arr=-G YTI''BY OTHERS) WFM {3)�14x1'fi' S: +/IELL BE ]UC3'.` 1 G`:•1L'J 1:173U1.1. ' . i. �. _siz 0 u Pi r ' TIR. -i 2 X 3 aDx BEAM d.a° 1 If -P I j 2X3 ... SfNAP "i BEAld 9 TOP LiYP 3awam) SEETABLL_BEL--3W T-i o 2 X VARIES LAP BEAR n 3u 4 s y 2^ y F.'.3 1 _ 2xC 5 ZC'_a )OF. Ai t U N N E .i r,fii,�j FRONT ELE: ,-ATT_ON _ _ ;N-NACU= fdITN iCOr TC:i :='4' : -R SECTlUN AT -BEAR NG COLUMN L. U 411-N. I (OPT-) OPTION I. USE ins' LA6 BOLTS W/ I' MAIN. WASHER DIAMETER,: 1° WN. LONGER THAN PANEL Tl-aOCNESS SPA= PER LAG SPACING TABLE THIS DET-AIL OP1170M 2: }'.,° TFIRUBOLTS TO- PLOOF, 4- FROM ENDS E• iT O.C. TO 2'Y2-.,ke' ANGLES (Ell -HER SIDE IF REQUIRED BY BOIL UNG OEM. V. TOP -1 act-, OM WL = 'ANAL LOAD RL= ROOF LOAD ° - _ " c 1 n CARRY BEAM PERTABLES OR : SEALED •SITE SPECIFIC DRAWMQ4 ICALQ�ITIONS _ BOTH OPTIONS: g1ff HRLIBOLTS, a G CAfL1Z. BEAM TO COUJMN 0 o NOTCH COLUMN IN C: (TER TO FIT d CARRY BEAM SNUG �H OFRON_s, 3gp-H' ANGLE, (6) �14 SMS EA Lam, cA SIDE OF COUMN . , cOUIMN PER TAsLEs OR 55AIrO SII c SPECIFIC ORAWING/CALMLAITION8 ' !.iG 9PAG*NC- TABLE � e(p_ I-,O.a24` -4 ,O.D3,t lE' O,G Oh MI7 ta3 PER ANEL. 1.12' PA PER=y�s' 4 . ANEL I log c 38 Fla C P� A° O_G' iO' O.C. 1=a C 3°a c PANEL 9 a Ps° 150 C ' SECTION. AT SIDE OF ROOF PANEL NOW �' LAGS, 4' FROM -Mi35 & 24' MAX. D.G, 1' M[IN ° LONGER THAN PANEL TIIIcmEsS TO SECURE ROOF SMS 16 �TO moN7PRIMAAY WALLS ONLY. GIULK ALL. SGP�Y11 T(P. TOP & HEADS• ESTE ROOF o ° PANEL 3TC c 2 X 2 80 END co NIP.. OR �. VALANCE 2" 2-;6,.' AMGLE. (3) 114 SAS EA O O LEG, E4 SIOE OF BEAM 1 . ZOE (SEE T ABLE ZELriVi{) �14 snis ® �{OS 24" O.C. mAx TGP SL t�]M B FAM -SPLICE OVER COLUMN (1) y+' LA,G QOLT'rNi�3. i EACH CARRY BEAM ariG, (5) 41-4 SMS � 1' MIN LONGEP_ TtiAN^' OE OF PLATE PANEL Tl QCiW ES5 �fi• N01 fi-,J7•Y Y(Y . .'IDOP57J'C- v°'AaDE K.%"-r ' ALUM PI1.750( C I• S70EOFC?� SECTION AT BEARING :COLUMN ,. -- #lac%" SMS @ 16" TYP. TOP & BOTTOM ° o 0 0 0 o EPS POLY 0 0 0 o ROOF ELITE TYPE 'E GUTTER OPTIONAL USE Y4" LAG BOLTS W/ 1" MIN.. WASHER DIAMETER, 1" MIN. LONGER THAN PANEL THICKNESS SPACED ' 1 3x3 POST #14 SMS, 3 SMS PER SIDE (6 TOTAL) " %/12 SLOPE ADAPTOR SHOWN BEAM PER TABLES �.. . -�•�."��•�1Ytayr . A_. 1ny��iv�.i--�A�� ��'�U+.�PJ-L��E.Q .ALC917,1,�tiL1* USE T URAS HD7.- _ (•�° : 314') AT 8" O.E. FQR UP- FOR-C011 POS�fE-ROOFS: Ta130-Wit-YAND�SPE_D 10x(� 1/2i��'.1d.SY�I�If .EXPOSURE"D";&'O.E.•FOR 1-1/4.0FEN .. VyAS'r#ERS 000 - ABOVE 130 MPLf A4VD UP I O _1� MPN CMNQ SPEED P�41dEC TrtiOKAI �' 1'+' OSIJRf `D' @ ROOF BEARING ELF -M(?WN)-AND.2W"'0:C. CAULK ALL EXPOSED SC,R> W _14014-BEARING ELE9r 84T (51t]E :HEADS- & WAS IERS ji!(ALLSfi FOR PALS) ROOFS: (3 EA #Sx 1/2".LONG S_hfi RER:12'.P.4AI�L FItF13frE°. ' ::- - ' - - _ - ALEJI,�INUAf'1=P;4Id1�1�15f [ER _......... - -- . Tfl - 1 R©OFI?AN�L SCJPPOR FFNG� BEAM RO.OF_FPANELTO BEAM_F POLY ROOF CARPORT DWG. # RVC-2018-114, REV. 0 February 19, 2018 SHEET 3 OF 4 POLY ROOF CONNECTIONS (EIGHT 12'-0", EXP.'C'.150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: CREQUE RESIDENCE ADDRESS: 3812 SPATTERDOCK LANE 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 BUCKET THICKNESS . NOTE: THE TAPCONS CAN.BE REPLACED THE VILLAGES, FLORIDA 32159 MUST BE 1/8" MIN _ WITH TWO (2)1/2" WEDGE ANCHORS (772) 285-6444, (352) 750-6207 01 € (REDCAP, HILTi, OR EQUAL) WITH 2-1/4" MINIMUM EMBEDDIVIENT. ALSO, IF BUCKET bobdunlea(a�centurvlink.net IS BEING ATTACHED TO WOOD USE THE 318" FLORIDA P.E. Lic. No. 42835 - 3" WOOD SCREWS, W/ 1-1/4" WASHERS, oS1u0olLu®eeee TO SECURE THE BUCKETS. STRENGDGE TH. MUST - - PNTHpNy�, BE EQUAL OR HIGHER ���• CONCRETE TWO (2) r' 3/8^ - 3" CONCRETE -� DT38212-> T.�ePCONS 2-1/4" (OR EQUAL) 1 (MIN. EMB.=2-1/4") 3" x 3" BUCKET CONNECTION 1 42 i '0 z • / ' if Tqr •'i.Z0 of P .•' �•• �*., Q .••AID *so•• N # wp. •�• *O•..?NA L EN�; (2) 2" x 2" x 2" x 1/8" thick angle (Capri -Clip) wJ two•(2) #14 SMS securing the angle to the upright and two (2) securing the angle to the - -base plate. The base plate shall be secured to -_ the slab w/ one (1) 1/4" Tapcon, embedded.a - .s,: min. of " slab w/ 5/8" r... z:,;.sx r:. 2 -in the min. washer dia. ..L.., i -.A Y... t.{nil=•L".i t,:, •I �. con must st b -�,:,,::-,�:,;,y�,,,.• ? p e within 6' of the upright. mer splices shown for rrmnsard-splices, Identical Splice Plate Ahoy: ' spedticatbns for gable and/or straight beam splices. 6D617S or 50521a92 2 SCREWS ALONG CENTERLINE Ma)dmran angle ror mansards 35 OF PLATE EVENLY SPA® Maximum angle for gables 45' 3 --i------------- ----------+-- WrEPJM Loa : t �SPLICF PLAT b °' • tq �.�• !1 •� i 5 j m •� +� +------------------------i_�, I �-.14SNISTypical ' •\�-V3 i i tp �}1 OF Screw positions near miter joint may be adjusted to acoomodate purlin, space between fasteners along miter joint may 11h' to 2°, malnialn rna3dmum and minlmurn disfarurs between screws. �•. .. EdgeOLM/i nnceforSa'eWs:� Minimum Screw Spacing: 5/8' SPIICEbYECIFICXRONS PER TABLE 109 BELOW TYPICAL ELEVATION FOR BEAM MITER SPLICE [DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY ALSO SERVE AS SPEC RCAj IONS FOR A SrRAIGKr SPLICE, MAINTAIN FtAT1=•*M CONNECTOR SPECIFIGITIONS IN TABLE 109 FOR AIL] Beam Splice Details- #14 SMS TaFaI Fastener Spaces Table 109 Splice Plate Dimensions Per! 14 SMS Number of Spares Beam" Thidmess Length Height Per End Per Splice liorizer7faI Vertical 2X6XO.D50X0.120 SMB ' 1/8" 1 16' 51.4 1 14 56 3 3 2=0.05M.120 5MB 1/8' 16, 61/4' 14 56 3 3. 2X8X0.072X0.224 5MB 3/16" 1W T/4' 16 64 4 1 3 2XM.082X0.306 SMB 3/16" 18° 8r/4° 1-8 72 4 4 2X10X0.092X0389 SMa 1/4" M. 9" 22 88 4 1 6 I 6�s ■ <— COLUMN PER TABLE 2 CHANNEL KNEE BRACE DETAIL i TOTAL FOUR 2x2x0.125, BACK END MITERED W/ 118" U-CLIP, 6 #12 SMS (6) #12 SMS INTO COLUMN / CARRY BEAM, (3) #12 12" • ISMS INTO EACH SIDE OF KNEE BRACE (TYP.) NOTE: KNEE BRACES (KB) SHALL BE 2x3XO.O7 MEMBERS AND SHALL BE 17" LONG AND EACH END SHALL BE CUT ON A 45 ANGLE. THIS WILL ALLOW FOR EACH END OF THE KNEE BRACE t TO BE ABOUT 12" FROM THE BEAM - COLUMN INTERSECTION ALONG THE ROOF BEAM AND THE COLUMNS. a POLY ROOF CARPORT DWG. # RVC-2018-114, REV. 0 February 19, 2018 SHEET 4 OF 4 CONNECTION DRAWINGS HEIGHT 12'-0", EXP. 'C', 150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: CREQUE RESIDENCE ADDRESS: 3812 SPATTERDOCK LANE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE THE CONNECTIONS ON THIS SHEET ARE OPTIONAL. R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6201 bobdunleaOlcenturviink.net FLORIDA P.E. Lic. No. 42835 NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS AND CARRIER BEAMS USING Vj • e A 2" x 2" x 2.25" x 0.125" THICK CHANNEL AS SEEN ABOVE. THERE WILL BE SIX (6) #14 SMS i' C BETWEEN THE COLUMN AND THE CHANNEL, SIX 13ETWEEN THE CARRIER BEAM AND THE CHANNEL', •' SIX BETWEEN THE KNEE 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. Is- -04 pNTHOA6, ••1•...ite .f` F ; :r!rN4-AL •�' P_70NA I �N�..