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HomeMy WebLinkAboutSITE SPECIFIC DRAWINGMODULAR HOME NOTE: THERE WILL BE KNEE BRACES BETWEEN THE FRONT AND BACK CENTER COLUMNS AND THE MID BEAM, THE SAME AS SHOWN ON THE RIGHT SIDE -ELEVATION VIEW BETWEEN THE RIGHT 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 GARAGE 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 SITE SPECIFIC DRAWING 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 TWENTY (20) KNEE BRACES USED HERE; ONE BETWEEN EACH COLUMN AND THE ASSOCIATED EDGE BEAM OR MID BEAM%AND SIX (6) BETWEEN THE CARRIER BEAM AND THE COLUMNS ON THE FRONT AND THE BACK. 3" -1 LB. POLY ROOF w/ 0.024" SKIN UP TO 12" OVERHANG ALL AROUND 34'-0" PLAN VIEW FRONT ELEVATION VIEW 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 MODULAR', flE i 8'-10" I 1 <-EB1 <-2x3 OPEN - V NOTE: LEFT SIDE ELEVATION VIEW IS A MIRROR IMAGE OF THE RIGHT SIDE ELEVATION VIEW. 8'-2" RIGHT SIDE ELEVATION VIEW TOTAL I KNEE BRACE DETAIL PER CHANNEL BACK END MITERED W/ 118" U-CLIP, i INTO COLUMN I CARRY BEAM, (3) #12 EACH SIDE OF KNEE BRACE (TYP.) NOTE: KNEE BRACES (KB) SHALL BE 2x3xO.O7 MEMBERS AND SHALL BE 2'-10" LONG AND EACH END SHALL BE CUT ON A45°ANGLE. THIS WILL ALLOW FOR EACH END OF THE KNEE BRACE TO BE 2'-0" FROM THE CORNER. NOTE: THE KNEE BRACES (KB) 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) 318" BOLTS CAN BE SUBSTITUTED FOR EACH SIX SCREW CONNECTION. POLY ROOF CARPORT DWG. # RVC-2017-105, REV. 0 September 23, 2017 SHEET 2 OF 3 SITE DESIGN DRAWING HEIGHT 8'-2", 150 MPH, EXP. 'C' R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: RYAN RESIDENCE ADDRESS: 3701 NIBBLEWILL COURT CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE ScwNED Y Lu St. cre y R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444,(352) 750-6207 bobd un leaOicenturvIi nk.net FLORIDA P.E. Lic. No. 42835 p,NtHOMy p� STA O lti�: s �••......•• C7 °° SITE SPECIFIC DRAWING POLY ROOF CARPORT u 34'-0" PLAN VIEW OPEN' LSE PLANS AND ALL PROPOSM WOR RE SUBJECT TO ANY COMEG I IONS MUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN DRDEK TO n 1 MUM WITH ALL APPLICABLE CODES. OPEN MODULAF' ME 3" QTFk*TFfE DGEOFTrFiE3l1YCKETS CONNECTG�E COLUMNS TO' E$CO�fCRE SLAB SHALL BE�� ' , 7ED 70 THE C�NC E E LSLAB"1\TLEAST{OI(1;) PiCI ;F ROMTH6EDG OF=IESA6 <-EB1 <-2x3 /O OPEN ap' 0 =b}x ST. LUCIE COUNTY � BUILDING DIVISION�"'� ' REVIEWED`- FOR COMPLIANCE , REVIEWED BY DATE PANS PERMIT MUST BE KEPT ON JOB R -' E NO INSP CT ON WILL BE ADE a IS A MIRROR IMAGE OF THE RIGHT SIDE ELEVATION VIEW. Y e 3„ 7,-7" 8'-2 I8--2-- RIGHT SIDE ELEVATION VIEW r' II II OW APtk Ap% '® ® e� a ±{;�y eSf6%)#12 `CHANNEL o,,,_ "`0-070, BACK END MITERED W(118" U-CLIP, _ SMS INTO COLUMN ! CARRY BEAM, (3) #12 24" '"INTO EACH SIDE OF KNEE BRACE (TYP.) 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 (KB) 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) 318" BOLTS CAN BE SUBSTITUTED FOR EACH SIX SCREW CONNECTION, DWG. # RVC-2017-105, REV.1 / October 17, 2017 SHEET 2 OF 3 SITE DESIGN DRAWING 150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: RYAN RESIDENCE ADDRESS: 3701 NIBBLEWILL COURT CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE S REVISION CORRECTS THE WIDTH THE CONCRETE SLAB AND THE )TH OF THE POLY ROOF, AND ALSO RRECTS THE EDGE OF THE SLAB AT E LOWER LEFT CORNER OF THIS EET. A NOTE IS ADDED TO CONFIRM E DISTANCE BETWEEN THE BUCKET NNECTION AND THE EDGE OF THE NB- SEE SHADED AND CIRCLED /// RRECTIONS. ONLY THIS SHEET IS / °ECTED 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 bobd unleaCa�centurvl inkmet FLORIDA P.E. Lic. No. 42835 spa°°PNSNOlyyo04 ems° •� ....., G 4►s Nin A ' 9 •. ATE �; pO�`.- S�ONA•°°°°� FRONT ELEVATION VIEW ) GIRTS: THIS CARPORT STRUCTURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 8'-2", 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 I MARK I MANF. I WEIGHT MATERIAll THICKNESS I LENGTH DESIGN BASIS # I SKIN I POLY I SKIN I FT. 1 FL. PROD. APPR. POLY ROOF PANEL # 1 1 PRP1 1 ELITE 1 ALUM 3" 0.024 OR = 11'-0" FL7561-R3, DWG. FL-1001, 3.20-15 TABLE 2 I MAIN MEMBER SCHEDULE MEMBER I MARK 1. SIZE I MATERIAL I ILENGTH DESIGN BASIS b x t I ALLOY I W I F I FT. COLUMN # I COLUMN 1112 CARRIER BEAM # 1 EDGE BEAM # 1 MID BEAM If I KNEE BRACE # 1 Cl 3x3-12 ALUM TUBE 0.125 0.125 8'-2" CALCULATION C2 3x3.12 ALUM TUBE 0.125 0.125 8'-10" CALCULATION CBI 2x7 ALUM SMB 0.550 0.120 10'-8" CALCULATION EBI 2x3H ALUM HOLLOW 0.090 0.090 10'-0" CALCULATION MBI 2x3H ALUM HOLLOW 0.090 0.090 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 BE WALTON ROAD AND EAST OF U.S. ROUTE 1 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 THE NEW POLY ROOF CARPORT IS BEING INSTALLED BECAUSE THE EXISTING CARPORT, WHICH WAS BUILT IN THE 19908, WAS DAMAGED DURING A RECENT HURRICANE IRMA THIS SEPTEMBER. THE FRONT IS 8'-2" HIGH AND THE REAR IS 8'-10" HIGH; WITH A RUN OF 10.0 FEET GIVES A SLOPE OF ABOUT 0.80 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 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 '.•�:tdil:lll�_7/I�Z•ZU MID 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 41 THE ROOF BEAM CAN BE CONNECTED TO THE COLUMN WITH TWO 1/2" SS NUTS, BOLTS AND SS WASHERS. 2" WIDE CARRIER BEAM ICB) OR EDGE BEAM (EB) PLAN VIEW - CORNER COLUMN BOLTED CONNECTION - OPTION # 2 THE ROOF BEAM CAN BE CONNECTED TO THE COLUMN WITH TWO 112" SS NUTS, BOLTS AND SS WASHERS. 2"WIDE CARRIER BEAM (CB) OR EDGE BEAM (EB) PLAN VIEW - MIDDLE COLUMN RAMETERS: 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%2", 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 272-1, 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. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, 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 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. 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 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 FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4 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". t 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,+/- 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. I Is ln 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 PSI61N.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. tri i 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 BF BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. POLY ROOF CARPORT DWG. # RVC-2017-105, REV. 0 September 23, 2017 SHEET 1 OF 3 GENERIC DESIGN DATA HEIGHT 8'-2", 150 MPH, EXP.'C' R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: RYAN RESIDENCE ADDRESS: 3701 NIBBLEWILL COURT CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE OCT 0A 2017 PERMITTING St. Lucie County, FL 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(d1centurVlink.net FLORIDA P.E. Lic. No. 42835 PttHO,'yy e ��•bs$/ONAI..+`s ,•-•:.:.' - .. RU.1= , AI t ONNEisO{ � TON TO STRUCTURE: °'" t`CONCRETE FRONT cLEVAi ON Mi MIN ;COF:T:.'.c:,'.=EX A)E.Y FASFBNED+O�.L,'�-,_ ?!A%!Sf!:J YEN'. CESFER .024• 1C3 70 isle"?. uwxe•aE-ems AR PEnCI`RATIOM- AVCIIDSPUTUNG CgNCREFE SEALED? OR FRIED WALL CT: •.. ,�„ MASONRY:, A ELTE v NG N•9♦F•-.. %'X34- EMBED.:'. CEP-73 TAPCON @ 1• END.S BAL@ iB 10^• / MAX. D.C.• . 2• NOMINAL STRl1CTURAL (ELITE FACIA MINIMUM �•23 14xAV SMS La 7' O.0 (a) PEP_ W PANEL TOP & '.NOFE: USE %'x131,'EMBED BOTTOM. ADD (2) SMS 2- & 4' FROM EACH TAPCONS, 2$• & 4j' FROM ENDS, ENCLOSURE END TOP EL BOTTOM. HEAVY 14' MAX O.C. TO HOLLOW BCOIX AHE'SIVE CAULKTOP & BOTTOM C DNTINUOUS ENCLOSURE TO CONCRETE DECK ANCHORING DETAIL •SEE GENERAL NOTE OIO FOR ATION COLUMN PER( TA94FS DR 3'Y3'X3 -%' ANGLE CYAN (2) 3. 1'{ EMBED. SEALED. ST(E SPECIFIC TAPCONS W/T.%' MIX, WASHER DLWETER TO DRAWINGS/CALCULATIDNB SLAB, Zi4• APART" & 3' FROM SLAB E)GE & (6) VaNE! 014 SMS TO COLUMN,%,' FROM ANGLE EDGES, EACH SIDE OFmLUMN NFW%E"�iNG CONCRETE SLA 3 & FOOTING. SEE SITE SPECIFIC DETAO-O(( ADDDTICIAL FOOTING ENGINEBUNG SNffT EAVE BEAM CONNECTION @ WALL - SEE GENERAL NO- *,a FOR IT TDO EPS POLY (USED AS RTQURIED WHEN ROOF : • :.: •.:: -. CONNECTING TO WALL) W THµUSOLTTHROUGH c 2•z3-A' ANGLE TO HOOF, . J o 6 3^.,•3'A• ANGLE FASTENED TD INSN)E & •�: ROTTOMOF CARRY BEAN w/ (2) },'• _ Lr-I TMRLTdO1't-� SIDE, (5) 314 SMS BO770M, TAg11 _OR.SEALED FASIENEDTO CBS WAL W/ (2) W%13/i _ - -- PER EMBED TAPCONS OR TO WOOD (WN Z%, (OPT-) SEECTI7,ONT A3=ARING COLUMN /].L-il SMS a I TIP. TOP 3 3E -i OM , `NL =WAL L090 - RL=ROOF LOAD CARRY BEAM PEATABLES OR m_ & �P {AG-P.AC_TNG TABLE '� 14',0.0241=',I D3'1 100.E I '?0 ]9 yr•O.0 °Se "'ecL 3 =toe T7 (� • R a� r:3.SNal-,�nnEL a p0 C 10 C P� B' O.0 La. O.C. 10 C 130 C sO C 30 (� PER, PSF (-I PER X. • .aNEL I i5B [ W/ I- MIN. WASHER OIAPETER, OFT=0N 1: USE Yi LAG BOLTSla,aM 1° MEN. LONGER THAN PANEL /CARRY (DRAWINGVCXXILATTONS SEALED S TE SPEaM DETIONS: (2J 3'}'TFOUJOOUS, TbOCNESS SPACED PER LAG SEAM TG COWMN SPACING TABLE. THIS OET--AIL /NDIQi-mWMN IN C3 T7 FTT OFRON 2: P, THRUBOLTS TO CARRY BEAM SNUG ROOF, 4- FROM ENDS & 1TBal H OPTIONS l-a%3l'ANGLE, (6) O.C. T'O 2YLS ' ANGLES�14 SMS EA LEG, EA 510E OF COLUMN (EITHEP. SIDE IF REQMRED BYBUILDING OE -0.COLUMN PER TABLE'S OR SEALED Sf SPECIFIC D(JAWINWCALQILeI�iOM5 ' SECTION. AT SIDE OF ROOF PANEL LABS, 4' FROM EMOS a 241 MAX. O.G, 1' MW LONGERTNAN PANELTHIOTtERSTO SECURE ROOF SMS lv �TO NON. "IWAY WALLS ONLY• CAULK. ALL SCREW T(P, TOP 8 HERDS BO-(ION . ELIT­ ' $ ETND CAP OR VALANCE a o a ELITE ROOF ° PANEL �2 x 2 BOx HIM. Jail-I'SIi.J.SU)V : Top IT•P BOTTOM) �Ti3co usDON Der r�ETAB�BELnw BEAM -SPLICE IMFitl40t15.'jyr)TiDESIGN � T?. iAlENSN]MEi;__2R:-LO,U EE. I OVER COLUMN LT-W1ATr SY��yc�.NIC- MJ(LL 2 R 3 ZOE REG4CREO'rr�P OI1xdENSOMS Cl)Y,'LAG BEAU �T•TiWld'�HO AS SPECiiEO r BEAM .�+ (SE §,CHCARRYBEAM FE1 ALLA7RUSI+JM5i4N LONGER, *TO BE ABLE(5)(S) ;: Si SMS A 1• PANEL LT=KI ]fi3-T" 4Li(14iNUM J OcIOVT DE OF PLAT'c c 2 X VARTE3 s+m=v.+•.'rJ LAP aEAIN i14 SINS avo,sa� I ' • '� 0 ENDS a +;S MAX TOP I °SN . . •�', '..'° 1 I � �• gal -Tom 055 _ e A .tl S'1'. •'i•P. I y S- —a ;•_ 2X3 r-2 ' I U0.4'6 aEP7A .J .. ..'a p :i:; ..' c SNAP N TOP SEOE - ...L.-Y ` S'O4JAP? m a*14 I"_ .. ALUM. aL•.Fc-ON .." 3 YL12Y ,�C ASO'I<ID OWN.2T.0'.072'I„q.r t-10--I SG.350 .092'1 +, t7 SECTION AT BEARING COLUMN Fay �g �' r FILE ". .. �' L G 2S ® BOTTOM 1 e u eo o u EPS POLY e o 0 o ROOF ' o 0 ELITE TYPE 'E' j4 / 12 GUTTER OPTIONAL SLOPE ADAPTOR SHOWN �- USES' LAG BOLTS W/ 1' MIN. WASHER DIAMETER, 1" MIN- LONGER CARRY BFOA PERTABLES `TL THAN PANEL THICKNESS SPACED ..'yVeieN.FAST�"-SUNG 4e . 4CJRd1idUHj'ttSE't�UF�ST:HF7x - (T = 3/4") AT ii" O.C. FOR UP. FOR COMPOSITE -ROC 16 130 MPi MND SPED #10 x rL+: /2 � S;p�S EXPOSURE "D'; F O.C.-F©' 1-1/4'H FENDER WASHE ABOVE +AND UP TO .1t� MPH VAND-SPEED PANEL T'r11CAQV SS4 EVOSURE -D" 1" @ ROOF BEARING ELEN (siiDVIN)'A1dD.24°o;c CAUIY, ALL EXPOSED:SC„R`EW NON-B"NG ELEiiEW" HE? US 3~ WP SFIERS WAL ' FOP PAN ROC .)FS: (31EACH nX 1/2".LONG E PER 1 '.P. L W13W {:::i ' :-" ALEIIJ}INUNtPfi(diNASF(ER ROOFPANEL SbPPOFMNG BEAN) KIM RO:OF_PANELTD BEAM FnsrFwtu 'GSFreI POLY ROOF CARPORT DWG. # RVC-2017-105, REV. 0 September 23, 2017 SHEET 3 OF 3 POLY ROOF CONNECTIONS R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: RYAN RESIDENCE ADDRESS: 3701 NIBBLEWILL 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. 3x3 POST-> BUCKET THICKNESS . MUST BE 1/8 MIN. NOTE: THE TAPCONS CAN.BE REPLACED WITH TWO (2) 1/2• WEDGE ANCHORS 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 `- -` e - " #14 SMS (REDCAP, HILTI, OR EQUAL) WITH 2-1/4' MINIMUM EMSEDDMENT. (772) 285-6444, (352) 750-6207 . _i ALSO, IF BUCKET bobd unlea(Q�centurviin k. net 3 SMS PER SIDE'' 3x3 BUCKCTw r i `')�;z IS BEING ATTACHED TO WOOD USE THE 3/8- - 3" WOOD SCREWS, W/ 1-1/4' WASHERS, FLORIDA P.E. Lic. No. 42835 (6 TOTAL) m a x TO SECURE THE BUCKETS. WEDGE ANCHOR MUST BE EQUAL OR HIGHER STRENGTH. '�Q�PNT H OlyY n°�i_ CONCRETE TWO (2) 318"-3" CONCRETE LD738212-> T.4PCON5 2-1/4' (OR EQUAL) (MIN. EMB.=24/4") z"MID• 3" x 3" BUCKET CONNECTION ' vO�F••�ORIOP�