Loading...
HomeMy WebLinkAboutPOLY ROOF SCREEN ROOMTABLE OF ROOF MAN, COLUMNS, PURLINS Ah_ GIRTS: THIS SCREEN ROOM MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT V-0", EXP. 'C.,150 MPH 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 MATERIAF THICKNESS LENGTH DESIGN BASIS # SKIN POLY I SKIN FT. FL. PROD. APPR. POLY ROOF PANEL # 1 PRP1 ELITE 1 ALUM 3" 1 0.024 12'-0" FL7561-R4, DWG. OR = FL-1001, 8-12-17 POLY ROOF PANEL # 2 PRP2 ELITE 1 ALUM 3" 0.024 T-0" FL7561-R4, DWG. OR = FL-1001, 8-12-17 TABLE 2 MAIN MEMBER SCHEDULE MEMBER I MARK I SIZE I MATERIALI TYPE I THICKNESS I LENGTH DESIGN BASIS b x t I ALLOY I I W I F I FT. COLUMN # 1 COLUMN # 2 COLUMN # 3 COLUMN # 4 COLUMN # 5 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CARRIER BEAM # 1 EDGE BEAM # 1 EDGE BEAM # 2 KNEE BRACE # 1 C1 2x5 ALUM SMB 0.050 0.116 8'-0" CALCULATION C2 2x3 ALUM HOLLOW 0.050 0.050 8'-0" CALCULATION C3 2x3 ALUM HOLLOW 0.050 0.050 8'-2" CALCULATION C4 2x3 ALUM HOLLOW 0.050 0.050 8'-4" CALCULATION C5 2x3 ALUM HOLLOW 0.050 0.050 8'-6" CALCULATION CR1 2x2 ALUM I HOLLOW 0.046 0.046 1 0'40" CALCULATION CR2 2x2 ALUM HOLLOW 0.046 0.046 5'-1" CALCULATION CR3 2x2 ALUM HOLLOW 0.046 0.046 T-10" CALCULATION C131 2x3 ALUM HOLLOW 0.050 0.050 5'-3" CALCULATION EB1 2x2 ALUM HOLLOW 0.046 0.046 5'-0" CALCULATION E132 2x2 ALUM HOLLOW 0.046 0.046 11'-0" CALCULATION KB1 2x3-7 ALUM HOLLOW 0.070 0.070 V-5" * CALCULATION NOTE: * C1 CAN USE A 2x3XO.O9O 1F DESIRED. NOTE: * AVERAGE 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 VERY 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 1 ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 149 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 BECAUSE THE EXISTING SCREEN ROOM WAS DAMAGED DURING A RECENT HURRICANE. THE FRONT IS 8'-0" HIGH AND-THEBACK IS-8s6" HIGH ; WFT-H A-RUN-OFJN.O-FEET —GIVES-A-S10PE OF ABOUT 0.55 INCHES PER FOOT. THE POLY ROOF SCREEN ROOM 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. THE HOST STRUCTURE IS A MODULAR HOME SO THE SCREEN ROOM 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 SCREEN ROOM 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 CHANNELS AND THE REQUIRED NUMBER #14 SMS, AS SHOWN ON THE DRAWINGS. NOTE THAT THE EXISTING WOOD SHED WILL TAKE THE PLACE OF KNEE BRACING ON THE LEFT SIDE OF THE SCREEN ROOM. SPECIFICATION NOTES AND DESIG' '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 APPLIED. A DESIGN BASICS: THIS SCREEN ROOM IS A RISK CATEGORY I STRUCTURE. HEIGHT 8'-0", EXP. 'C',150 MPH 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 RECOR%CANN E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC. 11�V1 F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. BY St Lucie C 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 "IV'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, +1- 2". THE OVERALL AVERAGE_SP-ACING-MUST-BE-EQUAL—TO THE— AVERAG SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. i 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. POLY ROOF SCREEN ROOM DWG. # RVC-2018-115, REV. 0 April 21, 2018 SHEET 1 OF 4 GENERIC DESIGN DATA HEIGHT 8%0", EXP.'C', 150 MPH R$Vy CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: ROGERS RESIDENCE ADDRESS: 8420 GALLBERRY CIRCLE CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE PHIS DRAWING IS ONLY ACCEPTABLE :OR BUILDING PERMITS & ONLY WHEN IT ­IAS THE ENGINEER OF RECORD'S RAISED TEAL. 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(@centurvlink.net FLORIDA P.E. Lic. No. 42835 MOBILE HOME 8'-6" 16" 6'-8" 8'-0" LEFT SIDE ELEVATION VIEW SITE SPECIFIC DRAWING MOBILE HOME I 8'-0" 1 21'-0" 1 PLAN VIEW 3" — 1 LB. POLY ROOF w/ 0.024" SKIN CB1 2x3 1 CB-1-2x3 CB1 2x3 C131 2x3 <—G2 C2-> <-2x3 C1—> <-2x5 C1—> <-2x5 C1—> <-2x5 2x3—> CR2 2x2 CR2 2x2 CR2 2x2 CR2 2x2 KICKPLATE KICKPLATE KICKPLATE IKICKPLATE(KP) 1x2 1x2 1x2 1x2 R 11WVAr IM, ,E)C:IS:IN91-N M1,N 1L 4 5'-3" I 5'-3" 1 5'-3" 1 5'-3" FRONT ELEVATION VIEW MOBILE HOME I 8'-6" I C5 2x3 T <-KB 1 CR3-> Kx E <-EB2 2x2-> P 2 - <-2x2 C4 2x3 1 CR3-> 2x2-> Kx P 2 C3 2x3 =E K DJ DOOR DJ g 4'-0" 4'-0" 3'-0" POLY ROOF SCREEN ROOM DWG. # RVC-2018-115, REV. 0 April 21, 2018 SHEET 2 OF 4 SITE DESIGN DRAWING HEIGHT 8'-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: ROGERS RESIDENCE ADDRESS: 8420 GALLBERRY CIRCLE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE 6'-8" 16" 8'-0" RIGHT SIDE ELEVATION VIEW ST. LLTC> f, COU-,N—ry la DATE_ S11Y((92 PLANS AND PERMIT MUSF DE KEPT ON JOD OR NO 1NSPE CTI®N W= BE AWE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 000Y WIN Aa: APMA-14 44-1001 CON` LE- I' � I �loto'ls OF, li I I�l'r �, 11J a'i);I� ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunleaia centurvlink. net FLORIDA P.E. Lic. No. 42835 �OP' \tATrl ONy`°®d®m C E O�/�°$ O. - rI9 m ,• kTE F l= TQ.�STi� D-N.CUTE • . PRt-OtC-1fY:.tFU.L ►:U:wYUau fie• �a�ss (' F 1: tu' RE: -.024' ,ccNtRErE : SEALED7i a y'xl%• ° EMBED ° 1 cr. TAPCON @ 2 ENDS BAL i \ MAX D.C.* 2' NOMINAL STRUCi•URAL� `ELITE -\ FACIA MINIMUM EP-23 x1dX?/4' SMS @ 7' O.C'(8) PEP 4' PANELTOP>3 '.NOTE' USE �I°xl3/{r EMBED BOTTOM. ADD (2) SPA$ 2' $ 4° FROM EACH 14" MAX, D.C.& HOLLOW FROM OM ENCLOSURE END TOP &.BOTTOM. HEAVY 14 MAX C. TO HOLLOW BLOCK ADHE5tVE CAULK TOP & BOITOM CONTINUOUS N[ LO>'C I C) I-NE�-pNC�tt L�EC *SEE GENERAL NOTE #10 FOR LI ITATION COLUMNrRE R TItF3LF5 OR 3'X3'x3"X%' ANGLE VOT H (2)-Y4's1:YA' EMBED. SFALiD Sn_E'SPEGIFIC TAPCONS W/W M. WASHER DIAMETER TO DRAWINGSQeAL-CULATIONS SLAB, 2%" APAgr & 3° FROM SLAB EDGE & (17 fi4 SMS TO COLUMN, i6° FkOM ANGLE EDGES, ONE EACH SIDE OF COLUMN - o 0 tt VIE)aST-AG-CONCJIE iE SL49 & FOOnNG. SEE SITE SPECIFIC •AETA-r OF-.A[>PTiIOHALFOOT]111G ENGINEERING SHEET - ° E BEAM CONNECTION @ WALL F SEE 13ENSUL NOT :;�1O FOR LIMIT TIO EP5 POLY (USED AS RBQURIED WHEN ROB CONNECTING TO WALL) 1. 1/4° THRUBOLT THROUGH ANGLE To Rocf, .9 0 3";3"a'a` ANGLE FASTENED TO INSIDE & ' u 90TF0) f OF CARRY BEAM W/ (2)1/4' -- .'CARAY TF7RLTdOLiS-SIDE, (S)�1 MS BOi"iOM, 4ki>Y'6EXiM PER FJ ENEDTO MS WALLW./ (2)kM131a' EMBED TAPCONS OR TO WOOD (MIN 2x, F ._. S F;S!?EC*, rM'-GRM 6Y CTHERS) W_T-H (3)a14x]'Ji° RCGfr- PANEL C01VNE1�C FRONT E LEV,,TT 10- v SEA! ]OIN-i _C•(H-NUCUS _ -MT•I .ACOF TC?'= ��' -ER ;l UcNG MAX S ECT! GU .4' l 3 AIR! IN G COLUW4 (OPT.). OPTION 1; USE j'; LAG BOLTS W/ 1' MIN. -WASHER OIAMEFER,.- Y' MITI. LONGER'IIHAN PANEL THI0C,4ESS SPA= PER LAG SPACING TABLE THIS DETAIL OFFION 2: }'.I' THRUBOLTS IOJ ROOF, 4" FROM ENOS & 17 O.C_ To 2'x2"4es' ANGI F (EITHER SIDE IF REQUIRED BY BUILbiNG OEM. -•12z% SMS �;yC3 TYR. TOP & 3� T OM 'HL = WALL LOAD RL= ROOF LOAD o tr ° CNIRY BEAM PER TABLES OR SEXED •STYE SPECIFIC DRAWINGSCALQA�TIONS BOTH OPTIONS: (2) �/' THRUBOLTS, n o C am' BEo.M TO COLUMN a o NOTCH COLUMN IN CUrrER TO FIT TX CARRY BEAM SNUG WTK OPTIONS 3's3'_`s' ANGLE, (6) 414 SMS EA Lam, cA SIDE OF COLD )MN . COLUMN PER TASLE5 OR SEALED SITE SPECIFIC DRAWING,/CAL CULA, TInNS ' SECTION AT BEARING - COLUMN L.iC4_PAC7%I - TAoL- j4',O.0:ZVj4",O.Oit' `kL & EXP-'I 11U 3IP5 1i'D.GI.12' Q.L 4 al II PER �''. u 51iSF ANEL j c •30 4ya P� 3' O.C. 1W O:C, 1_0 C 30 C (� PAtycR� 1 i°d ONE 30 30 C 150 C PSF ' SECTION_AT SIDE'0F ROOF PANEL W LAGS, 4' FROM ENDS & 24' MAX. O.C, 1° MIN LONGER THAN PANEL THIO�STO SECURE ROOF SMS la° �TO NON -PRIMARY WALLS ONLY- ALILK ALL SCAB A! TfP. TOP a� HEADS` 60T(ON- ° axrE ROOF °o ° ° ° °' ° c ° o ° PANEL ' °� ° o ° 2x2BOX END CAP MIN. OR -VALLAYC — a Z' Z'x5¢. APiGLE, (3) 114 Bits EA LEQ, EA SIDE OFBE4M a ' �3'L`Tfls TON. PL-rYPT roan BE./afyl SPLICE SFETABLE_BFI DIN �ri+i slattsn _�Fi°i Esi�N r: T-re. a ❑09'° �'V�f LUI`/ll ]IF N4C?l ?R R? :USE I 2' X X CO. WT-Pc, A—' I ;,EPI.G'1�c=A INC'� lI6L 2 X 3 (17 i/a' LAG 99LT?.Nil3 SIDE O.D4.° NBE r P I7aEf9SONS BOX rsEE �C'eH COY S" aAn; G�ai1_;?sa:;�IED i BEAM T BL= - _ °'+ .MSE� 1°ruN L�raG PTr+arl ... . 4u_ 4I - NS T-O EE - C-) T PANEL T HICKNESS ]Q6��•IG� AL_ J. _:-IC�I�I�` ��'= fL SELO'wi DE OF PLATE . " 1111 p 2 iL VARIES 0 v I f�..IDOFSi'1= 1 LAPSIM: 2' X� ,. *. : •• - ;;.;' I _ n BEAJA _4 SMS 0.045" 2c 3� e a • f,. ° - rd ENOS ? 3' X O.an, ^ � • ; 2.a , 24" 0'C. CNOT _=iHOWWJ MAX TOP ? 6Qif rJM 2.G' `:ry a.. SNAP - - - - "� a' WIDE N.W. i r4CF� ) �_ i � 33?. BE.`-I•I TOP ISTOE ,_ _ - - .gw�. ra e e 11-.re•ON 1x�- < w 2X4 Liz ,04� I �,GE OF v" v2f'�-Al • - i"OUARE'1 :Z.$E�= i �,f 12Xo �•4"1A50' i`e I Ps:O()I.REJ - •':•z'%` c,i - z •'� �t1)� ii ! (2' MI(•a.) r•r N P=R- ;i.M' �ia�iaTntr�)' ' .zio•L07a•I -L - �,i.•.�• _ ; 4": :I- ZA ---i g •r ZX_0 .35G )A _ I ' #12x3/" SMS @ 16" TYP. TOP & ( BOTTOM ° o ° c ° ° EPS POLY ° 0 0 c ROOF o ° ELITE TYPE 'E GUTTER OPTIONAL USE Y," LAG BOLTS W/ 1" MIN.---" WASHER DIAMETER, 1" MIN. LONGER THAN PANEL THICKNESS SPACED PER LAG. SPACING TABLE 2. —%/ 12 SLOPE ADAPTOR SHOWN CARRY BEAM PER TABLES 2.5 X 1.5 MIN. @ SIDE (NON-LOADBEARING)WALLS ' . • . • • � Y�It1Eid. FAST1=idle - . . I AL;JAdtf+iQM-'ttSE T'RUF.W- FKI-x _ (rw 3W) AT t ° O.er. FQR UP. � FOR- r��' MPOSI E-ROOFS: . i0 130 -MPH-WNg SEED # I O x (i r ilZ°� �;7+�I.S;.�If/ EXPOSURE °D°; F O.C.-R30, ; 1-1/4'0 FENDER .W HERS . ABOVE130 MPH ikIND uP TO :@-j2`=0. ,.'L.����= .1.5Q MPH 4MNa SPEED PANEL fRICKNES's + i') E;POSUR'E °D° @ RO.OF B'EAJNG ELE ` •(S'H(?WN) ;41�ID.24F'O:C. CAULK ALL EXt OSED:SC•��V-00"EA.RING ELEi ENT (516E FHE,.DS:&WASkiERS = FOR PAN ROOFS: (31EACH #B x 112 ..LONG S.M_ - - - - PER 1•.PADtEL vi sr :': '�": _- Rf- P:Ltltvfft�tElM`PP�hF'&SHER ROOFIPANEL a SUPPORTING gEAlvl ROOF PANEL To SEAM FA:81EN-fNG .9E- AIL OR z- x z-x 118" ANGLE EACH SID 3-#14 SMS EACH SIDE i 2- 1) THIS DETAIL MAY NOT BE USED T- -µ, • 1 u' a.e, ease: PLATE I s FOR COLUMNS LARGER THAN 2' x 3-, 2- MIN- 2) 4) CONCRETE FASTENER SPECIFICATIONS: 2) TWO (2) ED OR BOLTS MAYBE . "'•''`rY �' �. �'} _ ••:'.�- CONCRETE FASTENERS MUST HAVE A SUBSTITUTED FOR THE 3 -S) SMS (T "`'�<::. +W. - (MIN,) ULTIMATE TENSION CAPACITY OF BOLTS REPLACE I N CAN a) " � 2,560 8 OR A WORKNG (MINIMUM) TENSION W THIS CONNECTION CAN BE USED IN b' MIN.:. .d v • CAPACITY OF "N. AND. A (MINIMUM) SCROEWSS 14 THE HEADD BY USING ER. S� ��. R � '" , ,; WORKING SHEAR CAPACITY OF 3Wp. (DO NOT ANCHORS FORRLLARLARGER SRE ANCHORS.) COLUMN / FOUNDATION FASTENER FOR 2x2 AND 2x3 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY=1,100#. SHEAR CAPACITY = 228, POLY ROOF SCREEN ROOM DWG. # RVC-2018-115, REV. 0 April 21, 2018 SHEET 3 OF 4 POLY ROOF CONNECTIONS HEIGHT W-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: ROGERS RESIDENCE ADDRESS: 8420 GALLBERRY CIRCLE 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 NOTE: DRAWINGS ARE 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 0�®t �( NIA H O)l y`�©ae y��� � o°o•o•°••• 9_dty Ia�• ,�• SATE F • • ���� •° F<ORID�•"e �9&Z ®1VA L-..4001 upw - The detail to the left shall be secured with two {2) 2" x 2" x 2" x 1j8" -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: wf one.(]-) -1/4" Tapcon, embedded.a rnin. .of 2"-in the slab w/ 5/8" ruin, washer ilia. Tapcon must be inrithin 6" of the upright. (ALTERNATE CONNECTION: (2) # 10 x 2" LONG S.M.S. •THRU SPLINES GROOVES EDGE 1" x 2" OPEN BACK ATTACHED TO FRONT SIDE WALL HEADER POST w/ #10 x 2" LONG ; ATTACHED TO 1"x 2" S.M.S. MAX. 6" FROM ; OPEN BACK w/ MIN. EACH END OF POST z TWO (2) #10 S.M.S. AND 24" O.C. , NOTE: THIS CONNECTION SIDE WALL GIRT ATTACHED IS ALSO GOOD FOR 1x3 TO 1" x 2" OPEN BACK w/ OPEN BACK MEMBERS, i ; MIN. THREE (3) #10 x 1-1/2" 2x2H AND 2x3H MEMBERS. / S.M.S. IN SCREW BOSSES 4M4 FRONT WALL GIRT—> , i 1' x 2' OPEN BACK _ ATTACHED TO FRONT FRONT AND SIDE BOTTOM RAILS POST w/ #10 x 2" LONG ATTACHED TO CONCRETE w11`4" x 2-1/4" S.M.S. MAX. 6" FROM ; CONCRETE / MASONRY ANCHORS @ 6" EACH END OF POST FROM EACH POST AND 24" O.C. MAX. AND AND 24" O.C. WALLS MIN 1" FROM EDGE OF CONCRETE. , , , , 1'h7tN. ' TAPCON (OR =) "0 s1 ,7 <- COLUMN PER TABLE 2 CHANNEL KNEE BRACE DETAIL TOTAL- x0 FOUR 2x2.125, BACK END MITERED W11/8" U-CLIP, - W 6 #12 SMS (6) #12 SMS INTO COLUMN / CARRY BEAM, (3) #12 ISMS 12" INTO EACH SIDE OF KNEE BRACE (TYP.) ... NOTE: KNEE BRACES (KB) SHALL BE 2x3x0.07 MEMBERS AND � SHALL BE 17" LONG AND EACH END SHALL BE CUT ON A 450 ANGLE. THIS WILL ALLOW FOR EACH END OF THE KNEE BRACE TO BE ABOUT 12" FROM THE BEAM - COLUMN INTERSECTION ALONG THE ROOF BEAM AND THE COLUMNS. NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS AND CARRIER BEAMS USING A 2" x 2" x 2.25" x 0.125" THICK CHANNEL AS SEEN ABOVE. THERE WILL BE SIX (6) #14 SMS 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. POLY ROOF SCREEN ROOM DWG. # RVC-2018-115, REV. 0 April 21, 2018 SHEET 4 OF 4 CONNECTION DRAWINGS HEIGHT 8'4% EXP. 'C',150 MPH R V CONSTRUCTION 3318 COLUMBRINA CIRCLE PORT ST. LUCIE, FL 34952 OFFICE (772) 380-8253 LICENSE # CRC 1330965 LOCATION: NAME: ROGERS RESIDENCE ADDRESS: 8420 GALLBERRY CIRCLE 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) 750-6207 bobdunlea(abcenturVlink.net FLORIDA P.E. Lic. No. 42835 g8t� NIAT H O/V1,®roo 53 • ���: aOx 'r .e � •Dees.• V ®6 ����c �ONAL � 0S