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HomeMy WebLinkAboutSCREEN ENCLOSURETABLE OF ROOF BE IS, COLUMNS, PURLINS THIS POLY ROOF STRUCTURE MEETS THE FLORIDA BLDG. CODE FOR A HEIGHT 11'-6", 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.11 WEIGHT ATERIAll THICKNESS ILENGTH DESIGN BASIS # I SKIN I POLY I SKIN I FT. FL. PROD. APPR. POLY ROOF # 1 1 PRP1 I ELITE 1 OR = ALUM 3" 0A32 14'-10" FL7561-R3, DWG. FL-1001, 3.20-15 TABLE 2 MAIN MEMBER SCHEDULE MEMBER MARK SIZE MATERIAL TYPE THICKNESS ILENGTH DESIGN BASIS b x t ALLOY I W F FT. COLUMN # 1 COLUMN # 2 COLUMN # 3 COLUMN #4 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CHAIR RAIL # 4 CARRIER BEAM # 1 CARRIER BEAM # 2 CARRIER BEAM # 3 CARRIER BEAM # 4 CARRIER BEAM # 5 EDGE BEAM # 1 C1 3x3-9 I ALUM TUBE 0.092 0.092 ll'-6" CALCULATION C2 3x3-9 ALUM TUBE 0.092 0.092 10%6" CALCULATION C3 20-9 ALUM HOLLOW 0.090 . 0.090 9'-6" CALCULATION C4 2x3 ALUM HOLLOW 0.050 0.050 8'-6" CALCULATION CRI 2x3 ALUM HOLLOW 0.050 0.050 4'-4" CALCULATION CR2 253 ALUM HOLLOW 0.050 0.050 4'-10" CALCULATION CR3 2x3 ALUM HOLLOW 0.050 0.050 T-4" CALCULATION CR4 2x3 ALUM HOLLOW 0.050 0.050 V-10" CALCULATION CBI 2x3 ALUM 1 HOLLOW 0.050 1 0.050 4'-0" CALCULATION CB2 2x3 ALUM HOLLOW 0.050 0.050 5'-0" CALCULATION CB3 2x3 1 ALUM I HOLLOW 0.050 0.050 T-6" CALCULATION CB4 2x3 ALUM HOLLOW 0.050 0.050 3'-0" CALCULATION CBS 2x3 ALUM HOLLOW 0.050 0.050 3'-6" CALCULATION E81 2x2 ALUM HOLLOW 0.046 0.046 IT-10" CALCULATION AF2AMETERS: 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 P R SCREEN ROOM IS A RISK CATEGORY I STRUCTURE. HEIGHT 11'-V 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), W W @ 32.54 PSF, LW @ 25.73 PSF, 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. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTAB ~ to ALVANIZED B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075.T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GSTEM � Cc, 300-SERIES STAINLESS STEEL 1T IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION O m P ¢ 0 U DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HEISHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE Se7-00. w m ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY ¢ ¢ W 2 Q INSTALLATIONS UTILIZING THE SUBJECT METHODS. m v m o g C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18X 14, 58% OPEN MINIA - Z a OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. C3 acc D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. ¢ OF LL E MATERIAL UPGRADES (STRONGER ANDIOR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANYTIME. Z U Ym U F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY. 3 a w Z 3 G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAW � ¢ w SCREENING OR KICK PLATES WILL BE A I"x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER. w .n Ei In n 'a H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046"ALUMINUM MEMBERS OR STRONGER. =Mw0 �., 1 IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. AV VI I iONHL SIT C DYtuFiG INYUKIVIAI IUN 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS, THIS POLY ROOF SCREEN ROOM IS LOCATED IN A RESIDENTIAL AREA NORTH OF SE WALTON ROAD AND EAST OF 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 THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH 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 USTED SPACING,+I- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE ST. I REVI REVI DATE PLAN SITE ROUTE I IN PORT ST. LUCIE. THE ENCLOSURE HAS SOME OPEN AREAS AROUND IT. UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609A.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE SHALL BE DESIGN AS AN EXPOSURE'C' STRUCTURE. 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 POLY ROOF SCREEN ROOM IS 11'-6" HIGH IN THE CENTER AND 8'-6" HIGH ON THE SIDES, WITH A PROJECTION OF 13'-6", WHICH GIVES THE ROOF A SLOPE OF ABOUT 2.66 INCHES PER FOOT. THE POLY ROOF SCREEN ROOM IS BEING ERECTED ON AN EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THE THIS FOUNDATION IS ACCEPTABLE FOR THIS POLY ROOF SCREEN ROOM. THE POLY ROOF SCREEN ROOM DESIGN DRAWING IS SHOWN ON SHEET 2. THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN ON SHEET 3. ADDITIONAL CONNECTION DRAWINGS ARE SHOWN ON SHEET 4. SEE CARRIER BEAM TO COLUMN CONNECTION DRAWINGS BELOW.. OPTIONAL CARRIER BEAM, EDGE BEAM CHAIR RAIL & EAVE RAIL TO COLUMN CONNECTION 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: BOLTED CONNECTION - OPTION # 1 BOLTED CONNECTION - OPTION # 2 THE CARRIER BEAMS CAN BE CONNECTED TO THE COLUMNS WITH TWO 1/2" SS NUTS, BOLTS AND SS WASHERS. A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH. 1/2" S.S. NUTS BOLTS & WASHERS 112 S.S. NUTS, BOLTS & WASHERS B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER WITH MINIMUM ENGAGEMENT OF 2.114". 2" WIDE CARRIER BEAM (CB), CR - EDGE BEAM (EB) OR EAVE RAIL (ER) 2" WIDE CARRIER BEAM(CB), CRC EDGE BEAM (EB) OR EAVE RAIL (ER) _ 8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: ... W W A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, U _ B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, Q L " - C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE, Q U 3 x 3 OR 4 x 4 POST 3 x 3 OR 4 x 4 POST D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE -g ¢ PLAN VIEW - CORNER COLUMN PLAN VIEW - MIDDLE COLUMN ', m 9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: 2 O A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, O C-a BOLTED CONNECTION - OPTION # 1 BOLTED CONNECTION - OPTION # 2 - THE CARRIER BEAMS CAN BE CONNECTED TO THE COLUMNS WITH TWO 112" SS NUTS, BOLTS AND SS WASHERS. _ B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR S" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. Q ¢ W z 1/2" S.S. NUTS. BOLTS & WASHERS 112" S.S. NUTS. BOLTS & WASHERS _ W W 10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: w A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, x= U 2" WIDE CARRIER BEAM (CB), CR 2" WIDE CARRIER BEAM (CB), CR BALL REQUIREMENTS OF ITEMS S AND 9 ABOVE. Z Q EDGE BEAM (EB) OR EAVE RAIL (ER) EDGE BEAM (ES) OR EAVE RAIL (ER) p 11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING. 3x30R4x4P05T 3x30R4x4 POST PLAN VIEW - CORNER COLUMN PLAN VIEW - MIDDLE COLUMN I 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. # TCAP-2018-208, REV. 0 November 30, 2018 SHEET 1 OF 4 GENERIC DESIGN DATA TREASURE COAST ALUM. PROD. 3 SANTA FE LANE PORT ST. LUCIE, FL 34952 OFFICE/FAX (772) 336-5329 CELL (772) 201-2111 NAME: SCHERER RESIDENCE ADDRESS: 8037 MEADOWLARK LANE CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE FOR DRAWING IS ONLY ACCEPTABLE BUILDING PERMITS & ONLY WHEN IT THE ENGINEER OF RECORD'S RAISED .. COPIES ARE NOT DEEMED VALID. 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(d,)centurvlink.net FLORIDA P.E. Lic. Na 42835 Cq& oll° ,ePNT � gg®i� _ O * : 7 CIO.44Z i3 ; J p//a[) fl °. •. IN S SATE JF ((/i CIR HOUSE 1x2 1x2-> E <-CR2 CBI-> S K <-2x3 2x3-> P + CS 2x3x0.070 >3 E E S K <-CR2 CB2-> Y P <.2x3 2x3-> 3 { V's Ix2 16" 7'-2" T-0 8'-6" LEFT SIDE ELEVATION VIEW SITE SPECIFIC DRAWING PLAN VIEW f EXISTING=NOMINAL=4tSLAB(ES)L!-:-�.. 4'-6" I 4`-6" I 4'-6" I 4%6" I 4'-6" I 4'-6" 27"0" FRONT ELEVATION VIEW H O U S E HOUSE 3•-0 7•-2" 16" 8'-6" RIGHT SIDE ELEVATION VIEW 2"-0" BACK WALL POLY ROOF SCREEN ROOM DWG. # TCAP-2018-208, REV. 0 November 30, 2018 SHEET 2 OF 4 SITE DESIGN DRAWING HEIGHT 11%6", 150 MPH, EXP.'C' _ TREASURE COAST ALUM. PROD. 3 SANTA FE LANE PORT ST. LUCIE, FL 34952 OFFICE/FAX (772) 336-5329 CELL (772) 201-2111 LOCATION: I NAME: SCHERER RESIDENCE ADDRESS: 8037 MEADOWLARK 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 bobdu nleaAcentu rvli nk.net FLORIDA P.E. Lic. No. 42835 PNTHONy �1 OFE01F6. ft0sxv 0-0 N It CONNECTION T` '-":' WOOD OR CONCRETE 1 ' EAOi RAFTER WITH (17Y; X 3• LAG s .0 RAr'TERa- 4 CONCRETE BASHING R F SEALED TG xAm .LMV* sv WALL OYp) TAPWNPt PA Enos m—L @ is /' + MAX.a.ca . 2'40MINAL STRUCTURAL ATE FACIA MLNimUM EP-73 =14x'/s SMS @ 7' O.C. (E) PER 4' PANS TOF & 'NOTE; USE �41Yi EMBE° BOTTOM. AOD (Z) 5M6 20-1 4' FROM EACH TApM167W &4W FROM ENDS, ENCLOSURE ENO TOP &BOTTOM. HEAVY 1#° NAX O.C. TO HOLLOW BLOCK AMjgetIVE CAULKTUP & 80TTOM CONTINUOUS NlCLOSLiRE TO CONCRETE DECK ANCHORING DETAIL COLUMN PERTASLE5 OR 3"x3':13'A'ANGLE WITH (2) Y4'•_13'j EMBED, SEALEO SIZE SPECIFIC TLC W/W MEN. WASHER DIAMETER TO ORAVBNGS/cN.cULF.TxNs SLAB, 2%' AFART a 3- FROM SLAB EDGE & (6] f14 SMS TO COUAMN, Yi' FROM ANGLE EDGES, ONE EACH SIDE OF COLUNN aQa " NEW/ETAILO ADDITIONAL SLALFO TFOOTING, SESITE iEECIRC DETAIL DR ADDLIIaaAL FOOTING 81GTNEFRTNG SLiffT EAVE: BEAM CONNECTION @ WALL FPS POLY (LLSEb AS RFQURTEO WHEN . ROOF : .•� •'�•. 00PORacrMs TO WALL) �a'THf1lIBaLTTFOROUGN 0 2Y3'x;§• AN0.E 10 ROOF, T o 3`X!"xi¢' ANGLE FASTENED To IIESIDE& BOTTOM OF CARRY BEAN WCARRYY BEAM PTIWBOLS SIDE, (SI *13 ;BC" TOM TABS FASfENEDTO CBS WALL W/ (2] Vix13A, FAMED TAPCONs ORTO NDDD (14TN 2x, EBWITH 145Y• MEO MOOD � EA ANCRE •T4UJIOhS: TOP (TYP BOTTOH FT'Tifln E(fRUSION fr AST 11BELOW 345IONS WIfYi OESTGN TYP. SEETABLE 3'I�TONBLPR10R TO USE. !RRATE HHCi7ryEER1NC- WREL Z X 3 EgLORID FOR DIMENSIONS BOX , THIM THOSE AS SEEMED-0 A BEAM E3 1H. ALLEaRILSIONS Tv BE - -TE ALLININUM. m 2 X VARIES LAP BEAM 1—_2O' v I OSS• TYP. 1 .125• SHAP 3X3 SQUARE ") BEAM H 9FAfR TOP SIDE TUBE n ZX6 .134 .050• N: 4 X 4 X .1Z5' � Z ZX7 .734' d57' IaT SH m� 2X8 ,210•,O7z• e... 2JT9 .ztD•.mz' -3° squARE—( 2a' g � Zx1.0 ,390 .092' FRONT ELEVATION sEALlDavr ° LaNTBHUOUS GAIILXIIIG vvva OPTION L•ILSE yi LAG BOLTS W/ 1' MIN. 4YA5}{ER OfA)•�7EP., 1• MIN. LONGER TiTAP( PRATES. THICKNESS SPAS PER LAG SPACING TABLE THIS OETATL OPTLLIN 2: Y4. 7HRUBOLTS TO ROOF, 4" FROM ENDS A LT O.C. TO 2-.d-A' ANGLES (armat sIOE IF REQUIRED BY BL U=8 DEFT). D.C.I12' Ox. 8' D.C. 11.0. CC. -512• SMS @ 16' 1911 C. PSF '�>EA(1.e• 4' TYP, TOP a BOTTOM LSa C BEAN PER TABLES OR SEALED SITE SPEOPM O/CALIIRATTINS /-BOTH OPRON5: (2 %. THWBOUS, a o CARRY BEAM TO COLUMN a 0 NOTCH -COLUMN IN CE%TERTo FIT n CARRY BEAM SNUG .WLUNN PER TABLES OR SEALED SITE SPECO•IC ORALVING/CALCULATIONS MlSECTION AT SIDE OF ROOF PANEL W LAGS, 1' FROM ERTS 1124' MAX. O.C., 1' MM 4�' /jjLONGER THAN PANE.7MansS TO SEGLRE ROOF SFS 16' J To NON404MY WALLS ONLY- CALILX. ALL SCREW TYP. TOP & / HEADS BOTTOM v ELITE ROOF P,AIEL •v v Eili'A 2 X Z BOX END CAP �. OR VALAAC G O Zo-' ernANGLE. M 914 ESLM'E.A BEAM -SPLICE - °'093� z•xsx OVER COLUMN amSLOE 0.093' TUw (I) LAG WLTIrM (SEE I EAOM W TARRY BEAN aND TABLE (5) 414 SMS EA. 1• &W LONEERTA" BELAWI pIaEOFnA7E PANELTTHTC3aJE5s T �.a.va.xr_J Elm:.G4 2' X I• X �- marstaE 1 i14SMS 31-xa.ml &3°X v 24. O.C. (NOT SHOWN) ° MAX TOP T 'v• C .Syr. CHARY BEAM • 9 6' WIDE x%. TMCX a ALUM PLAT-. ON EACH. \ •. OEFIH AS ii REQ(RRL-0 4ME OF CARRY BEAM (1' MLA•) COLUMN PER TABLES �.--1' OR ANGLES SECTION .AT BEARING i -COLUMN- --- - • *12XY4" SMS @ 16" TIP. TOP & BOTTOM C G 0 ELITE TYPE'E' GUTTER OPTIONAL USE Y," LAG BOLTS W/ 1" MIN. WASHER DIAMETER, I" MIN. LONGER THAN PANELTHICKNESS SPACED PER LAG SPACING TABLE 2. 0 0 0 EPS POLY o u o v ROOF A o o rr"/ 12 SLOPE S ADAPTOR SHOWN CARRY B€AM PER TABLES 2.5 X IX MIN. @ SIDE OMV x IT ALUMBIUM BW &10 x 4' S.M.S W/ 1/4 x 7-U'Z' MTL RIDGE CAP S.S- NEOPRENE WASHER @ a, O.C. VARIABLE HFJG HT RIVE SEALANT BEAM EXTRUSION ' .. #8 x 9/16' TE( SCREW @ B' CAULKEXP OSED POSED SCREWROOF PANEL HEADS AND WASHERS 3X3 POST #14 SMS 3 SMS PER SIDE (6 TOTAL) U-2 CONCRETE (OR EQUAL) PANEL ROOF TO RIDGE BEAM DETAIL POLY ROOF SCREEN ROOM DWG. # TCAP-2018-208, REV. 0 November 30, 2018 SHEET 3 OF 4 PAN ROOF CONNECTIONS HEIGHT 11-6", 150 MPH, EXP.'C' TREASURE COAST ALUM. PROD. 3 SANTA FE LANE PORT ST. LUCIE, FL 34952 OFFICE/FAX (772) 336-5329 CELL (772) 201-2111 LOCATION: NAME: SCHERER RESIDENCE ADDRESS: 8037 MEADOWLARK LANE CITY/STATE: PORT ST. LUCIE, FL 34952 COUNTY: ST. LUCIE THE "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. 1 / 2 3 4 5 6 7 8 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 (REDCAP, HILTI, OR EQUAL) WITH (772) 285-6444, (352) 750-6207 bobdunlea(a)centurvl ink. ' 2.1/4- net ��'} MINIMUM EMBEDDMENT. ALSO, IF BUCKET FLORIDA P.E. LID. No. 42835 x3rBUCKE`I' IS BEING ATTACHED TO WOOD USE THE 3/8' 3" WOOD SCREWS, W/ 1-1/4" WASHERS,TO p,9®aL10°0®0 SECURE THE BUCKETS. CHOR PATH 0/((y�0000e MUST BE EQUAL OR HIGHER STRENGTTLiDGE -0®eA°�° n ,r - TWO (2) :u 3/8'-3" CONCRETE TAPCONS 1 2-1/4" - 1 (MIN. EMB.=2.1/4") 2" Min. 3" x 3" BUCKET CONNECTION * I NE?TEOr 835 - ©7/e .0 ST i <(/�i o9®O'NS AL E o@°0 POLY ROOF SCREEN ROOM DWG. # TCAP-2018-208, REV. 0 1" x 2" OPEN BACK ATTACHED TO FRONT POST wl #10 x 2" LONG S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. NOTE: THIS CONNECTION IS ALSO GOOD FOR 1x3 OPEN BACK MEMBERS, 2x2H AND 2x3H MEMBERS. I FRONT WALL GIRT V x 2' OPEN BACK ATTACHED TO FRONT POST w/ #10 x 2" LONG S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. 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. ALTERNATE CONNECTION: (2) # 10 x 2" ,I LONG S.M.S. THRU SPLINES GROOVES SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK w/ MIN. TWO (2) #10 S.M.S. IE WALL GIRT ATTACHED 1" x 2" OPEN BACK w/ 1. THREE (3) #10 x 1-1/2" I.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE w/ 1'4" x 2-1/4" CONCRETE / MASONRY ANCHORS @ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN 1" FROM EDGE OF CONCRETE. (OR =) ANGLE (CAPRI) CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEM PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS #14 SMS EACH SIDE. ITAPCON OR EQUAL) wl I - I 2- COLUMN / FOUNDATION FASTENER FOR 2x2 & 2x3 NOTE: LOAD CONDITIONS. CONNECTION UPLIFT CAPACITY 1 100#, SHEAR CAPACITY= 228#., 1) THIS DETAIL MAY NOT BE USED FOR COLUMNS LARGER THAN 2' x 3', 2) TWO (2) EACH X 3l8" DIA. BOLTS MAYBE SUBSTITUTED FOR THE 3 EACH #14 SMS (2 THRU BOLTS REPLACE 6 SCREWS) 3) CONCRETE FASTENER SPECIFICATIONS: CONCRETE FASTENERS MUST HAVE A (MIN.) ULTIMATE ULTIMATE TENSION CAPACITY OF 2,560 # OR.A WORKING (MINIMUM) TENSION CAPACITY OF 640#, AND, A (MINIMUM) WORKING SHEAR CAPACITY OF 300#. (DO NOT SUBSTITUTE 3/8- DIA. CONCRETE ANCHORS FOR LARGER SIZE ANCHORS.) RISER PANELS FOUR (4) 1/4" x 4" LAG BOLTS w/ 1-114" FENDER WASHERS BEAM OR HEADER PER 4'-0" PANEL ACROSS THE FRONT & ALONG THE SIDES 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 ANCHOR 1" x 2" EXTRUSION TO CONCRETE w/ 1/4" x 3-1/4" CONCRETE ANCHORS WITHIN 4" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. NOMINAL 4" SLAB, 3000 PSI CONC., 6 x 6 -10 x 10 W.W.M. OR FIBER MESH POST ATTACHED TO BOTTOM W/ MIN THREE (3) #10 x 2" LONG S.M.S. INTO SCREW BOSS 4" MAX. TYPICAL UPRIGHT DETAIL " x 2" OPEN BACK IOTTOM RAIL VAPOR BARRIER UNDER CONCRETE November 30, 2018 SHEET 4 OF 4 STANDARD CONNECTIONS HEIGHT 11-6". 150 TREASURE COAST ALUM. PROD. 3 SANTA FE LANE PORT ST. LUCIE, FL 34952 OFFICE/FAX (772) 336-5329 CELL (772) 201-2111 LOCATION: NAME: SCHERER RESIDENCE ADDRESS: 8037 MEADOWLARK 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 bobdu nlea(a)centurvl i nk.net FLORIDA P.E. Lic. No. 42835 OTNo p SITE T ORIDP.a •���e `Ooep ANAL