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Home My WebLink AboutPOLY ROOF SCREEN ROOMOF ROOF.BEA], COLUIVINS, PURLINS Al GIRTS: THIS SCREEN ROOM MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 7'-10",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 60051'5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2015 EDITION. TABLE 1 MAIN ROOF MEMBER SCHEDULE MEMBER - --'lMARKlMANF.1 WEIGHT ATERIA THICKNESS ILENGTH DESIGN BASIS # I SKIN I POLY I SKIN I FT. APPR. POLY ROOF PANEL # 1 s •P:RP1 ELITE 1 ALUM 3" 0.024 11'-0661 1�_,FLL.PROD. R4 DOR=0018.1Z 1 T TABLE 2 MAIN MEMBER SCHEDULE MEMBER I MARK I SIZE I MATERIALI TYPE I THICKNESS ILENGTH DESIGN BASIS b x t I ALLOY I I W I F I FT.. COLUMN # 1 COLUMN # 2 COLUMN # 1A COLUMN # 2A COLUMN # 3 COLUMN # 4 COLUMN # 5 COLUMN # 6 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CHAIR RAIL # 4 CHAIR RAIL # 5 CARRIER BEAM # 1 CARRIER BEAM # 2 CARRIER BEAM # 3 EDGE BEAM # 1 MID BEAM # 1 Cl 2x3-9 ALUM HOLLOW 0.090 0.090 7'-10" CALCULATION C2 2x3 ALUM HOLLOW 0.050 0.050 7'-10" CALCULATION CIA 2x3-9 ALUM HOLLOW 0.090 0.090 8'-4" CALCULATION C2A 2x3 ALUM HOLLOW 0.050 0.050 8'-4" CALCULATION C3 2x3 ALUM HOLLOW 0.050 0.050 7-7.3" CALCULATION C4 2x3 ALUM HOLLOW 0.050 0.050 7-8.7" CALCULATION C5 2x3 ALUM HOLLOW 0.050 0.050 7-7.3" CALCULATION C6 2x3 ALUM HOLLOW 0.050 0.050 7'-8.7" CALCULATION CR1 2x3 ALUM HOLLOW 0.050 0.050 7'-8" CALCULATION CR2 2x3 ALUM HOLLOW 0.050 0.050 V-8" CALCULATION CR3 2x3 ALUM HOLLOW 0.050 0.050 7'-l" CALCULATION CR4 2x2 ALUM HOLLOW 0.046 0.046 2'-11.5" CALCULATION CR5 2x2 ALUM HOLLOW 0.046 0.046 2'-11" CALCULATION CB1 2x3-9 ALUM HOLLOW 0.090 0.090 7'-10" CALCULATION CB2 2x3-7 ALUM HOLLOW 0.070 0.070 V-8" CALCULATION CB3 2x3-9 ALUM HOLLOW 0.090 0.090 7'-3" CALCULATION EB1 2x3 ALUM HOLLOW 0.050 0.050 10'-0" CALCULATION MB1 2x3 ALUM HOLLOW 0.050 0.050 10'-0" CALCULATION ADDITIONAL SITE SPECIFIC INFORMATION THIS POLY ROOF SCREEN ROOM IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF SE WALTON ROAD AND EAST OF U.S. ROUTE 1 IN PORT ST. LUCIE. THE SCREEN ROOM HAS SOME OPEN AREAS AROUND IT. THE ENCLOSURE IS 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 '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 I. THE NEW POLY ROOF SCREEN ROOM IS BEING INSTALLED ON AN EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS FOUNDATION IS ACCEPTABLE FOR THIS SCREEN ENCLOSURE. THE FRONT IS 7'-10" HIGH AND THE REAR IS 8'-4" HIGH; WITH A RUN OF 10 FEET GIVES A SLOPE OF ABOUT 0.50 INCHES PER FOOT. THE POLY ROOF 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. SEE KNEE BRACE CONNECTION SKETCH BELOW. COUNTYST : : - 0) ALL rhUf UaMU vywnr% R1 R1 SPECIFICATION NOTES AND DESIGN; -�ARAMETERS: THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH EDITION, 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 THE TABLES ARE APPLIKE A DESIGN BASICS: THIS POLY ROOF SCREEN ROOM IS A RISK CATEGORY I STRUCTL HEIGHT 7'-10", 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: SCREEN WALL(18114) WW @ 32.54 PSF, LW @ 25.73 PSF; 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 # 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. I 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 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 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. 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, MANNIE J B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. By 10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: 7- Lucie Caux 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. OLY ROOF SCREEN ROOM WG. # RVC-2018-202, REV.1 February 20, 2018 SHEET 1 OF 4 .2 v GEC C DESIGN DATA 150 MPH. EXP. 'C' 33fq)POLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: WESCOTT RESIDENCE ADDRESS: 7716 WHITE EGRET LANE CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE REVISION UPDATED THE PRODUCT 20VAL FOR THE POLY ROOF :LS. SEE SHADED AREA. ONLY :T 1 IS AFFECTED. 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(c-centurVlink.net FLORIDA P.E. Lic. No. 42835 _.aTHOArt, SITE SPECIFIC DRAWING � POLY ROOF SCREEN ROOM MODULAR HOME I8'-4" I rr 3'-0" 3'-1.5" 10'-0" 3'-1.5" 7'-10" LEFT SIDE ELEVATION VIEW NOTE: THE BACK ELEVATION VIEW, MEMBERS AND SPACING, IS Fs - EXACTLY THE SAME AS THEFRONT ELEVATION VIEW EXCEPT THE HEIGHT IS 6" HIGHER. " NOTE: THE BACK COLUMNS I WILL BE DESIGNATED AS 7'-10" CIA & AND C2A ON SHEET 1, TABLE 2. MODULAR HOME NOTE: THERE WILL BE KNEE BRACE; (KB) BETWEEN THE FRONT AND BACI COLUMNS AND THE EDGE BEAMS AND THE MID BEAMS, (MB)THE SAME AS SHOWN ON THE SIDE ELEVATION VIEWS. THE 2x3 EDGE BEAMS AND MID BEAMS 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. FROM THE FRONT TO THE BACK COLUMNS: THE EDGE AND MID BEAMS SHALL ALSO BE SECURED TO THE COLUMNS, SIMILAR TO THE KNEE BRACE CONNECTIONS. 3"- 1 LB. POLY ROOF MODULAR HOME 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. E: THERE ARE A TOTAL OF (10) KNEE BRACES USED E; ONE BETWEEN EACH JMN AND ASSOCIATED E BEAM OR MID BEAM. 12" NOTE: THE KB SHALL BE 2x3x0.070 MEMBERS, CUT ON A 450 ANGLE AT EACH END WITH THE SHORTER SIDES AT 16" LONG AND THE LONGER SIDES AT ABOUT 18" LONG. SEE SKETCH TO RIGHT. AN ALUMINUM CHANNEL, 2 x 2.25 x 2 x 0.125" THICK, SHALL BE ATTACHED TO THE COLUMNS, EB OR MB, MEMBERS AT EACH END OF THE KNEE BRACE AND SECURED TO THE COLUMN AND EB OR MB SIX (6) #12 SMS. THE KB WILL BE INSERTED INTO THE CHANNEL AND SECURED WITH SIX (6) #12 SMS, THREE (3) ON EACH SIDE OF THE CHANNEL. I 32'-0" PLAN VIEW MODULAR HOME (CONT.): CHANNELS SHALL BE 3" LONG AND THE NEARER EDGE SHALL BE -12" FROM THE CORNERS. . 18" \ KNEE �B�RACE / 3" -1 LB. POLY ROOF ...I A AY L. @V- II I1 11 11 it 2" -- 7'-10" 2" 6'-10" 2" 7'-3- 2" 7'-3" 2" FRONT ELEVATION VIEW MODULAR HOME 10'-0" 3'-1" 5'-8" 7'-10" RIGHT SIDE ELEVATION VIEW NOTE: SCREEN DOORS MAY BE ADDED AND OR RELOCATED USING DOOR JAMS AT ANY TIME PROVIDING THE COLUMNS ARE NOT DISTURBED. NOTE: CHAIR RAIL MAY BE RAISED TO 3'-0" OR LOWERED TO 1'-4", IF DESIRED. DWG. # RVC-2018-202, REV. 0 January22, 2018 SHEET 2 OF 4 SITE DESIGN DRAWING HEIGHT 7'-10",150 MPH, EXP. 'C' R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: WESCOTT RESIDENCE ADDRESS: 7716 WHITE EGRET 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(a-)-centurvlink.net FLORIDA P.E. Lic. No. 42835 �PN_.••NY pff-_� *; 4 :*: • TATE F eX RO r AI rDNNEZ7l-I0i\#_ _ - ARING y� SECTION AT BE STR-UCTURE. F I C.LEVA I _O N ° :_ e R :0-�[:c:R rF � �..__ ... COLUMN ;~ 3w •"c�:am'3° 'iPieN1SJ.�"ffE5FEAESGGEINEL'A:SI �(OE+t S':10A. �r-pF•E-RN;ElD(N;>TIQAitGN ' .SEj;10]LO4(n1VrC ° : ' -' M-M ACOE T V4' FER JGLSOU(DA°AX Z _ . fbO-A- :' ctpG; 3+W'. Gam. k7 ArSrHPFG i3G5;CFTERS�EIIS(JRE;±':Mi(l PEPIei`(tA'CN_' CNCRETE : SF1�LE�J,wQ I PRE=DFc�f! , FiOL= T4 4Y/0 SPIlTFING WALL- OR Pi _ L, r., p) `.1'ki q.• 3 isr - MASONRY*, J N ELri E OK7>RL/9SR9 SR WX1T/4' EMBED ... /EP'23 TAPCON @ 2% "• ) r & 4%` FROM ° EN"DS SAL @ 18• _ i \ MAX. 2' NOMINAL STRUCrURALC(A MINIMUM `imum ` MEP-23 � 1 7 13,G• (8) PEP 4' PANEL TOP R/YY *NOTE: USE �a°x13/a EMSED dx? SMS ' TAPCONS, 235' & 41h' FROM ENDS; SO ENCLOSURE UR (N SMS 2' & 4° O EACH 14" MAX D.C. TO NOLLrO.W BLOCK ENCLOSURE ENO TOP &.BOTTOM. HEAVY ADHESIVE CAULK TOP $. BOTTOM CONTINUOUS t_NCLOSURc TO CONCRETE DECK H'4CHI iRING DETAIL *SEE GENERAL NOTE #10 FOR ATION COLUMN:PF.It'TAf14 5 OCR 3°13'x3--%' ANGLE WITH (2) V/d's1�4' EMBED. SEALED.'_-sPEEC3FIC TAPCWSW/Si(e'MIN. WASHERDIAMETER TO DRAWINGS/+ f+{ �LATIDNS SLAB, 2%1 APART & 3' FROM SLAB EDGE & (6) 414 SMS TR CQLOMN, %' FROM ANGLE EDG-S, ONE EACH SIDE OF COLUMN O a NEy/7EXiSTIPaG:GONatETE SLA5 & FOOTING. SEE SITE SPECIFIC BETA%=aR.ADD17RONAL TOOTING ENGINEERING SHEEP E SEAM CONNECTION @ WALL L�NEi'-AL NOTE10 FDR LIMIT TI13 EPS POLY - (USED AS R2gURIED WHEN ROOF CONNECTING TO WALL) 'j4• THRLSOLTTHR000H a <•,:'. 2"z3° ° ANGLETO ROOF, ANGLE FASTENED TO INSIDE B. BOTrotOF CARRY BEAM W/ (Z) W j i'c'a;•.'. ='':: 3 :i.. L7--•I THar.%OLiS EIDE, (5) #14sMS BOT TOM, Y_ SF?M PER Fts FINEDTO CBS WALL W/ (2) i'i'X131, 1 iA2L EMBED Ofl. EAtEO ED TAPCONS OR TO WOOD (MIN 72(, :. 'SPE F3C rNTrEGRM BY OTHERS) WITH {3)a14x1'/i° SECTION ..4 �E IRING COLUMN aP l 100:5 ?0 3 is 5 /Sims. TYP•..TOP & 3101 , OM gu 150 i r rz _ l v �• t i GIJCf2-F�1 N — RL= a (OPT.)• ° °p �'°° °a°.a °° ° ° OF 1011 1: USE W LAG BOLTS W/ 1°' MIIN. •WASHER OIAMEFEP,. 1° MIN. LONGER. THAN PANEL THICKNESS SPACED PER LAG SPACIA(G TABLE THIS OET•4IL OmIOIN 2: L4" THkIBOLTS 10 ROOF, #- FROM ENDS & 17- a.c- To 2-%V)de' ANGLES (EITHER SIDE IF R:QLIIREO BY BUIL3)ING OEM. O.0 �-1V Q.[. �; silty' VIA & a, O.r, 10' O.C. PER (c` PER s - ANFLs- ANEL - CARRY BEAM PEATABLES OR SEALED -SITE SPECIFIC • -13RAwuv�rr�,LaILATIaNs BOTH OPTIONS: (2) W THRUBOLTS, n o C'AR -, BEAM TOmLUmN a O N0TCF COLUMN N9 CarFERTO FIT U CARRY HEAT SNUG IW H OPTIONS: 3R-n :6le FHGL`, (6) #14 SMS EA L13',, `EA 413E OF COLIMN COLUMN PER iii OR SEALED 51l c SPECIFIC DRAWING/CALcILAXlQNS SECTION_ AT SIDE -OF ROOF PANEL i - . -Fk t: :f # .S TOP(F,YP am -To F7 rz D97° r SEETABL2•BELOW F120.sx.IISTUB�E OVEfk COLU1TlNi. s, iH.sFmI7_N T fP. �j''4.1_ '-JSE, " X A3NC-�t2 X 3 SIDE Cl) ��'LAG BOLTI�f3 HETrr. 15 i CARRY BW4 Z 140,' J BOX (SEE 1• hUN LONGER TliA '.'•• TriFfl°,i]jr,i.5`s?EGIFIEo BEAM T aLc - {5) z14 SMS 'q - -TOE OF PLATE PANE1 T Ii9dE55 LNc" °d i;%F�Ik I)JPIS I a BE I a ' BELOW) ,n _ 161in:9LJ9llll: J o 2 X VAR ��. 2• X 2" v-sue—f _ •':ir; LAP SE&A �•i• S(4t5 0.04,i & 3" X 'O ° ' _ ^ rd=NGS? 3'XO.O93'^ °Tea° ° <'° :c"`` _•. ,• 2.a" , a 24" D.C. [NQi SHOYVMj ' =5=,°" a: ,-a MAX. TOP °� _°__ , �< • _��, EiOTTOM a. Z X 3 - - - a" 'AlIGE X.fa," SNAP BEAl4 TOP �SiGc JiJM ?Il.l c•ON 1H ' 1I. • "�:' ,� 3EPI4 _ , ..l `� I oeFrrT r5 SIGEOFCA%«Lf'o??I�'.:: 5 L•r,.P ".^:' C 11 ZY.4 :Z)BE 3 L I �4'I.t75Q°I N MIN.) _-_au_jMN ?Eri lu Nt-�i:'ari0?/4lFi' I .. �.0 �fQ°�.a7e ��2' OR �— — s _ 2 _ Zx10 .39. �• LAGS, 4' FROM cTH35 & Z4° MAX. Q.L, 1° MIN LONER THAN PANELTHIC TO SECURE ROOF �1-''•�-�a To NOi�-PRIMARY WALLS ONLY- G1ULK ALL�5CR�hf sMs ld� HEADS' TYP, TOP & • ° ° , ° ° ['sTE ROOF ° < a < a ° ° PANEL ' EL1Tc � —2'ri Z BOX EPI13 Cr7P hiLPl. OR - VALANC� Z°�Z".c�1e' ANGLE, (3) T14 EMS EA, a O LEIa, E4 SILTE OF BEAM .-. ELITE TYPE 'E• GUTTER OPTIONAL USE 4" LAG BOLTS W/ 1" MIN.. WASHER DIAMETER, 1" MIN. LONGER . THAN PANEL THICKNESS SPACED PER LAG SPACING TABLE 2. #12) 4" SMS @ 16" TYP. TOP & BOTTOM 0 0 00 0 o EPS POLY 0 0 0 o ROOF �Y,/12 SLOPE ADAPTOR SHOWN CARRY BEAM PER TABLES 2.5 X 1.5 MIN. @ SIDE (NON-LOADBEARIN G)WALLS 'YM't3tiJ-A51 ENlNG TO iALUMNUFA USE TRUF —HII"x I - (-r : 314) AT W O.G. r EIP 1 FOR -COMPOSITE -ROOFS: TO130-MPWY AND SPEED ! #10x (L+12°,6;m s:•wit LXPOSUR'iE'O.E.-FOF, ; 1-1/4'0FENDER.WASHERS ABOVL 130 MPI-IA' AND UP iO I} .1.5(3 MPH WNSPEED PANEL TrIICkCAI E 'POSORf'D° ` @ ROOF BEARING ELE C,aUL'n' ALL DGaOSEO.RLy plpl~I $FKRING ELEIFF (SIDE :HEADS k-WASIJERS WALLS) FOR PAN ROOFS: PER 1'_PPII{=Lf13/4� _ 'ALtltAftdU&l:PA 14-_ ASHER • _ _ ... - = R{DOFPANEL a SCJPPORTING'BEANI RM R00F_PA9EL Tb BEANI.EASTENI G:DE�`At 2- x 3' COLUMN SHOWN SCREEN 2-x 2'x111i-ANGLE EACH SIDE _ 3-#14 SMS EACH SIDE DO CONCRETE ANCHOR 1^O.C. MIN. (IAPCON OR EQUAL). w/ (T 2^ EMBEDMENT MIN 1) THIS DETAIL MAY NOT BE USED FOR COLUMNS LARGER THAN 2- x 3', 2• MIN.-a'� „r. 4) CONCRETE FASTENER SPECIFICATIONS: 2) TWO (2) 313- DIA. BOLTS MAY BE CONCRETE FASTENERS MUST HAVE A SUBSTITUTED FOR THE 3- R74 SMS (2 _ _ (MIN.) ULTIMATE TENSION CAPACITY OF BOLTS REPLACE 6 SCREWS) 2,566 $ OR A WORKNG (MINIMUM) TENSION 3) THIS CONNECTION CAN BE USED IN ' ., CAPACITY OF 6409, AND, A (MINIMUM) WOOD BY USING SIMILAR SIZE i" F `-�" WORKING SHEAR CAPACITY OF 3DI&. (DO SCREWS IN THE HEADER NOT SUBSTITUTE 3111- DIAL CONCRETE `• - ' ANCHORS FOR LARGER SIZE ANCHORS.) . COLUMN / FOUNDATION FASTENER FOR 2x2 AND 2x3 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY =1.1006, SHEAR CAPACITY = 228#. POLY ROOF SCREEN ROOM DWG. # RVC-2018-202, REV. 0 January 22, 2018 SHEET 3 OF 4 POLY ROOF CONNECTIONS HEIGHT 7'-10", 150 MPH, EXP. 'C' R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 . .. LOCATION: NAME: WESCOTT RESIDENCE ADDRESS: 7716 WHITE EGRET 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 THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea0lcenturviink.net FLORIDA P.E. Lic. No. 42835 TAT F [V �O,c�'•••FCOR�pA: • N 400, ON AL I TERNATE CONNECTION: (2) # 10 x 2" LNG S.M.S. THRU SPLINES GROOVES EDGE 1" x 2" OPEN BACK ' ATTACHED TO FRONT, i SIDE WALL HEADER POST w/ #10 x 2" LONG ; ATTACHED TO I" x 2" S.M.S. MAX. 6" FROM ; OPEN BACK w/MIN. EACH END OF POST TWO (2) #10 S.M.S. AND 24" O.C.4� U NOTE: THIS CONNECTION SIDE WALL GIRT ATTACHED IS ALSO GOOD FOR.1x3 , TO 1" x 2" OPEN BACK w/ OPEN BACK MEMBERS, MIN. THREE (3) #10 x 1-1/2" 2x2H AND 2x3H MEMBERS. , S.M.S. IN SCREW BOSSES FRONT WALL GIRT—> ; V x 2' OPEh ATTACHED TO POSTw/#10x2' S.M.S. MAX. 6' EACH END OI AND 2 3OTTOM RAILS NCRETE w/ 1'4" x 2-1/4" INRY ANCHORS @ 6" 'AND 24" O.C. MAX. AND )M EDGE OF CONCRETE. TAPCON (OR =) ROOF RISER PANELS POLY ROOF SCREEN ROOM DWG. # RVC-2018.202, REV. 0 January 22, 2018 SHEET 4 OF 4 CONNECTION DRAWINGS FOUR (4) 1/4" x 4" LAG BOLTS wl 1-114" HEIGHT 7'-10",150 MPH, EXP. 'C' FENDER WASHERS BEAM OR=HEADER PER 4'-0" PANEL R V CONSTRUCTION ACROSS THE FRONT 3318 COLUMBRINA CIRCLE 8� ALONG THE SIDES _ _ _ _ _ ----------------- PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 HEADER ATTACHED TO POST 2x2 OR 2x3 ANGLE CLIPS MAY w/ THREE (3) #10 x 2" LONG HOLLOW BE SUBSTITUTED FOR S.M.S. INTO SCREW BOSS INTERNAL SCREW SYSTEM LOCATION: NAME: WESCOTT RESIDENCE ANCHOR 1" x 2" POST ATTACHED TO ADDRESS: EXTRUSION TO BOTTOM W/ MIN THREE 7716 WHITE EGRET LANE CONCRETE w/ 1/4" x (3) #10 x 2" LONG S.M.S. CITY/STATE: 3-114" CONCRETE INTO SCREW BOSS PORT ST. LUCIE, FL 34952 ANCHORS WITHIN 4" OF 4" MAX 4" MAX. COUNTY: BACK ST. LUCIE POSTACH AND 214' O.C. MAX. RAI BOTTOM RAIL NOMINAL 4" SLAB �' ``tLz gyp `` VAPOR BARRIER 3000 PSI GONG, 6 UNDER CONCRETE x 6 -10 x 10 W.W.M.B,.IF NEEDED OR OR FIBER MESH TYPICAL UPRIGHT DETAIL CONCRETE DECK ANCHORING DETAI The detail to the left shall be secured with two (2) 2" X 2" X 2" x 1/S" thick angle (Capri'Clip) w/ 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, erribedded.a -- _� min. of 2 'in the slab w/ 5/8" min. washer dia. Ta p co n must be within 6" of the upright. 4- ##10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (2" SCREWS MIN.) GIRT OR CHAIR RAIL SELF MATING POST -> ANGLE (CAPRI) CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEM CONNECTION W/ CONCEALED FASTENERS PARTIAL. ELEVATIONS / GIRT TO POST CONNECTIONS THE "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. 1 2 3 4 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) 750-6207 bobdunleaCaD-centurVlink.net FLORIDA P.E. Lic. No. 42835 •G � j 0:• STATE F .' �0* •"Seen••• "is�OIdA1. — �•••