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HomeMy WebLinkAboutSCREEN ROOM PAPERWORK - POLY ROOFCOLUMNS, PURLINS Al, GIRTS: THIS POLY ROOF SCREEN ROOM MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT TA', 148 MPH, EXP. 13' 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 600ST5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2015 EDITION. TABLE 1 MAIN ROOF MEMBER SCHEDULE MEMBER IMARKIMANF.1 WEIGHT MATERIAII THICKNESS ILENGTH DESIGN BASIS 8 1 SKIN I POLY I SKIN I FT. 1FLPROD. APPR. POLY ROOF PANEL # I PRP7 ELITE 2 ALUM 3' 0.024 OR = 11'4' FL7564R4, DWG. FL-1001, 8.12.17 TABLE 2 MAIN MEMBER SCHEDULE MEMBER IMARK I SUE I MATERIAL I TYPE THICKNESS ILENGTH DESIGN BASIS b x t ALLOY W F I FT. ' COLUMN # 1 COLUMN # 2 CHAIR RAIL #1 CHAIRRAIL#2 CHAIR RAIL # 3 CARRIER BEAM 1111 CARRIER BEAM # 2 EDGE BEAM 01 EDGE BEAM # 2 C1 20 ALUM HOLLOW 0.050 1 0.050 T-9' CALCULATION C2 2x3 ALUM HOLLOW 0.050 0.050 T-10' CALCULATION CR1 2x3 ALUM HOLLOW 0.050 0.050 5'-10' CALCULATION CR2 2x3 ALUM HOLLOW 0.050 0.050 4'4' CALCULATION CR3 2x3 ALUM HOLLOW 0.050 0.050 4'-10• CALCULATION CBI 20 ALUM HOLLOW 0.050 0.050 4'S' CALCULATION CB2 20 ALUM HOLLOW 0.050 0.050 3'-0' CALCULATION EBI 2K3 ALUM HOLLOW 0.050 0.050 V-0' CALCULATION 1 Eat 2K3 1 0.050 0.050 1 10'-0- CALCULATION SQ4ic140931:I_I 14Hsi IC01II7:74M. r_Ix4 II.694*i I1frI 11:141 I)4.9IHi\71I217 •m, ra1:I�l I:74 q.Y�:i•IIL`7 �11l�I2i CATEGORY I ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF I48 MPN_ HFNCE_ THE REOUIREn DESIGN THE NEW POLY ROOF SCREEN ROOM HAS A TOTAL RISE OF 21NCHES AND A RUN OF 10.0 FEET WHICH GIVES A SLOPE I[UA)tl U I1:1i'i4i ii 4gI'll I41 I4:7 ROOF SCREEN ROOM. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE POLY ROOF CONNECTION DRAWINGS ARE B 1-. HB)21_1tq•)t1:1*0N)" `ARAMETERS: THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 8 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002A AND TABLE 2002AA. THE AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS' FOR THE TABLES ARE APPLIED. A DESIGN BASICS: THIS POLY ROOF STRUCTURE IS RISK CATEGORY 1 STRUCTURE. HEIGHT T-9', 148 MPH, EXP.'B' 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: (18114 SCREENING), W W @ 26.58 PSF, LW @ 19.18 PSF, FOR SOLID ROOF @ 24.60 PSF PER TABLE 2002A. 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 0 6063T6 IS NOT ACCEPTABLE. B FASTENERS: ALUMINUM ALLOYS #2024-T4 S 07075•T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR 300SEFUES 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 2K3 HOLLOW MEMBER, RESPECTIVELY. {� R1 G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT T0"'i�E\A! SCREENING OR KICKPLATE WILL BE A I' x 2' x 0AW O.B. OR STRONGER ALUMINUM MEMBER. CODE H ALL DOOR JAMS (DJ) SHALL BE 2' x 2' x 0.046" ALUMINUM MEMBERS OR STRONGER. CODE COP I IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT II�LRB�Q, DU CI E J ALL FASTENERS AT FLOORS, WALLS AND CEILINGS MUST BE NO MORE THAN 24" O. C. WITH Z' ENGAGEME ( IN. 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL -IC" BRACING DETAIL$ 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, SAVE 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. POLY ROOF SCREEN ROOM DWG. # AQC-2019-286, REV. 0 April 23, 2019 SHEET 1 OF 4 GENERIC DESIGN DATA A QUALITY CONSTRUCTION, LLC 3631 S. 25TH STREET FORT PIERCE, FL 34981 OFFICE (772) 343-0805 FAX (772) 461-3038 LOCATION: APR 2 9 2019 ST. Lucie County, Permitting DRAWING IS ONLY ACCEPTABLE BUILDING PERMITS 8 ONLY WHEN IT THE ENGINEER OF RECORD'S RAISED THIS DOCUMENT 15 THE PROPERTY OF 6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN a R. A. DUNLEA, P.E. AND SHALL NOT BE ANY TWO BEAMS MUST BE THE LISTED SPACING, +/- 2-. THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE REPRODUCED IN WHOLE OR IN PART AVERAGE SPACING SHOWN ON THE 'SITE SPECIFIC DRAWING'. ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. WITHOUT THE WRITTEN CONSENT OF I R. A. DUNLEA. 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. R. A DUNLEA, P.E. B ALL FASTENERS AT BASEPLATES MUST BE NO MORE THAN 24" O. C. WITH 2-114- ENGAGEMENT (MIN.). 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: (772) 2854444, (352) 750.6207 A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, bobdunleaftenturylink.net B 4- NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, FLORIDA P.E. Lic. No. 42835 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. 8 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: �tsp!414 A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, '��� �Q` ,• •' • •• �G *� B CONCRETE @ 3000 PSI (MIN.) WITH ONE 05 REBAR FOR 8' x 8' AND TWO #5 REBAR FOR LARGER FOOTERS. A4 lC •• y E • � 10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: SCANNED I iq NO. A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, 81v ly _ B ALL REQUIREMENTS OF ITEMS 6 AND 9 ABOVE. St. Lucie County �90 '• ATE • �v. 11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING. ��©p�N ••.C�ORIDR'^°� \_��� 12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL, p•�©S�v,rAL pP�4,, HOUSE 7'-11" IIIII 11111 11111 I�©I =11111 lol 11111 11111 LEFT SIDE ELEVATION VIEW SITE SPECIFIC DRAWING 23'-0" PLAN VIEW FRONT ELEVATION VIEW H O U S E 8'-0" 11111 11111 11111 11111. I'©1 lUI WALL uw uw I1111 11111 11111 • e .: Il;l1 lol 11111 11111 11111 11111 I'f71 6'-5" 7 RIGHT SIDE ELEVATION VIEW POLY ROOF SCREEN ROOM DWG. # AQC-2019-286, REV. 0 April 23, 2019 SHEET 2 OF 4 SITE DESIGN DRAWING A QUALITY CONSTRUCTION, LLC 3531 S. 25TH STREET FORT PIERCE, FL 34981 OFFICE (772) 343-0806 FAX (772) 4613038 LOCATION: NAME: KATIL RESIDENCE ADDRESS: 6521 LAS PALMAS WAY 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) 285-64", (352) 750-6207 bobdunlea(&centuryli nk.net FLORIDA P.E. Lic. No. 42835 )`:STRUCTURE: ='R TN . soi)No " TtR71cN .CONCRETE .:. . �PLITSINGj '. ORF1L® _.'. TAPCON @ .., S— ENDS BAL \ MAX. i FRONT ELEVATION 5EAL ICINT ' C,^driVL'O'J_ - .iCOF f{Ti,+, _.i =vfl IkEvMLN _ (TYPY. P SECTION AT -Erl. '' I a COLUMN 2' NOMINAL STRUCTURAL TE -`ELI FACIA MINIMUM V-23 ,14s#' SMS@ 7-O.C'(E) PEP-4' PANE- TOP& °NOIE:CSE1'i'X1)'f EMBED BOTTOM. ADD (2) SMLS 2' S 4' FROM EMN TAPCONS, 2%- & 4%' FROM ENDS, . ENO CSI1RE END TOP &.BOTTOM. HEAVY 114wMAXO.C.ToliOLLOW BLOCK 4DHE5TVE CAUI'XTOP & BOTTOM CONTINUOUS aNCLOSURE TO CONCRETE DECK A_ NCHO)UNG DETAIL S GENERAL NO *10 FOR T1IXV COWMMI':PFdRTABTI-5 Ok 350'X3%' ANGLE WITH (2)i/N 5a,' EMBED.. . SEgLE�. �?TE'SPECIFIC ..TAPCONS W/%' MIDI. WASHM DTAMETETRTD DRAWINhS/CALNLATIONS $LAB, W APART & 3• FROM SLAB EDGE & (5) 014 SMS TO W WHN, %' FROM ANGUZ EDGI ONE EACH SIDE OF ODUM pc SAVE BEAM CONNECTION @ WALL EE 13ENERAL NOTE Y10FORUMI, THOD . - EPs POLY (LISEOAS RE($IRTED WHEN ROOF -:'.: •. {-. [3]NHECOMG TO WALL) I/ 4'fHRL1BOLTTItR0UG31 D 2'X3-A* ANGLE TO ROOF, . 3';OW ANGLE FASTENED TO INSIDE & D '� •: � c::: ' BOTTOMtOF (J10.RY BE7W W/ I2I Lv-I THM1801-TS SIDE, (S) #14 SMS BOTTOM, $GAM PEA FASR7' I CBS WALLW/ (2) C/i':,04 EMBED TAPCONS DR TO WOOD (MIL ZX, DaEFA1iV By OTHELSI WITH C3)-]As1W LAC"-PAC`NG TASL' 1& !90:3AI I9I 3IPSe 11'O.C:I.L'0. II u e a� Ia�+a7777771 (AfLE 7 (NfC ri0 C '30 P�PSF 3' O.0 i9AEL 130 C 15D c ;R GUI- - -e �' WL= WAU- LOAD RL=ROOF LOAD (OPT) ," v .... "v 'ov v - a" v BEAR PERTABC-0 OR OPf:ON 1; LSE }`y LAS BOLTS ( S'rAlID51lE SPECIFIC W/ 1" MUL'WASHER DTAHETECR, ' ' DIRAWING91CALDAATIOHS i' MIN. LONGM THAN PANEL - / 10THCARRGaIIDNST (2) L[BOLTS, 'T}M (2 % T THICKNESS SPA® PER LAG BFAf4Tp SPAC U49 TABLE THIS DETAIL) D D D D NDiOLOq WMN IN Qi7TFJt TO FIT OFFIGN 2: ;'4' THAIBOLTS TO JJ a CARRY BEAN SNUG ROOF, 4' FROM ENDS & 1T OL'TO Z'Y1' `ANGiJ3 BOITI OPRONS'. ?V'.64"ANGLE, (6) , (EITHER SLOE IF REQUIRED BY . d14 SMS EA LSi, EA SIDE OF COW MN BU[LDIING OEM. ' N PER TABLES OR SEALED SL, c SPECIFIC DRAWING/CALOILSOCINS SECTION. • L. ' AT SIDE 0'F ROOF PANEL LR' LAGS, 4' FROM ENU5 124" MAY. O.C., 1' MIN LONGER THAN PANELTWCKNES TO SECURE ROOF SMS la' / TO NON-PRTMMY WALLS ONLY- CALO.K ALL SCREWTYP. TOP a / HELOT IXITTON EDE ROOF PANEL EL[le 2X2BOX END CAP wN. ' OR VAI.AIYCE ANGLE. (3) ,34 SMS EA O D LEa, EA SIDE OF13EAM �)SZafi I .09T TOP (TYP 3GTTOW SEETABLc,-BELOW 0.093' rv:rEE. I z' X S` x izj TNG'AJIu 2-3 SiDE D.G93' TUBE D7%EINSOTNG BOX (SE iCIJ-TED ri BEAM w ILIO-NS TO BE I Z. TABLE - 2 X VARIES SIM: 2' x 2' x LAP NEON iL45As F• 0.7 &3'X ® EGOS a. x 0.093' i ZD' , :0 24'O.C. (NEST SHOWM •; F.>" _ I4AX TOP TOM y:- .GSA I � 2.o•---i 1 T ". 1 2:x3 r�Z•_s ,�• .. �, .. SNAP - BEAM TOP STOE C . 12"4 .136' .045 3 7-6 �4-.asG• ry .L=CUIRTO e5.•: .r_ <T ZX7 :LTA• -a- Cl'MIMJ ZXS .210' .07Z' N— Z' OR 3" ---) ' i ...•C--L0' �—j j �- 2X0 �3bG .09T , .AMC - BEAM SPLICE JE- .OVER COLUMN ' (11 SY LAG BOLT• t ABEAM -14 EMS EA. 1' MIN LONGER 7 E OF PLATE PARE T HLLM b'11GI li6�s(1J N' v Nlvt B'WIDEx7a ni a '.' ALIN PL'.io ON �•l i -t sIDEDFCAutY'3Dw K �. COLJMN PER �••-L= . t- SECTION AT BEARING COLUMN #12x`y4-SMS @ ' m TYMTOP & - M 14'CARRY PS POLY OOF ELITE TYPE 'E'GUTTER OPTIONALM/12 SLOPE ADAPTOR USE Y" LAG BOLTS W/ 1' MIN.SHOWN WASHER DIAMETER, 1" MIN. LONGERBM PER TABLES THAN PANEL THICKNESS SPACED PER 2-5 X 1.5 MIN. @ SIDE LAG SPACING TABLE 2- (NON-LOADBEARI NG)WALLS . - "°WHEN.FAST+fNV9 i . `ALUMOdURMEM. F.�ST:HEYx Cr -.3/4') AT 8' O.C. FOR UP. FOR-COMPOSITTE'ROOFS: .-10130'MPH•WINDSPEED ! r11ox(t+ .EXPOSt1RE'D` UP O.C.--,ak ; 1-1/4-0 FENDERWASHERS ABOVE 130MPH AMUPTO .150 A4RH VANDSPEED PANEL TNIG . +17) E,'PQSURE'p' j"@ROOF BEARING ELEMENT (SHOWN)'MD.24"O:C.a CALIU ALL EWOSEDSCCft�cSy }!ON-BEXMNG FI EMENF ( ' HE1D9 d�W 45HER5 WAL(S� FOR PAN ROOFS: ( YEACH #8 X 1/2".LONG S.M, PER:12'PANELW fl ,rir ::`:".....: _ ALEINI}kUNtP4t�k1NA5FlER i 4 ROOFPANEL SUPPORTMIGSEAM ROOF:PAN'EL TO BEAM FAS7TF.NtNFI '[Tr=' 6 POLY ROOF SCREEN ROOM DWG. # AQC-2019-286, REV. 0 April 23, 2019 SHEET 3 OF 4 POLY ROOF CONNECTIONS A QUALITY CONSTRUCTION, LLC 3531 S. 25TH STREET FORT PIERCE, FL 34981 OFFICE (772) 343-0805 FAX (772) 461-3038 LOCATION: NAME: KATIL RESIDENCE ADDRESS: 6521 LAS PALMAS WAY CITY/STATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE THE "CIRCLED" CONNECTION ON THIS SHEET ARE BEING USE FOR THIS PROJECT. 1) 2 3 4 5 7 8 9 10 11 NOTE: DRAWINGS ARE NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772)285-6 4,(352)750-6207 bobdunlea(cDeenturylink.net FLORIDA P.E. Lic. No. 42835 .�eA*�c� pNTH04f),1P . tl I • 111MG DETAIL WY NOT fR: U6E0 - $' 1Y OB. w.cc PlA'1E _ Q FDRCOW LARGERTHANSxS.2'Ulm II OONCI�TEFASTpi9tSPECffIGl1IMl5: i *• D. ' ?) TWOpJ i'a-DDLROI-U YBE 41CD*ETEFASIF]HLStlIbTMAVEA SDRSTRUfEp FDR1HE0-NIStl6 (X DOLLS RFPLACE 65CREW61 Itl0L1 UL1fYATETElLSpN CAPACRYOF O YIIICSf-0nNECfiON GNeEUS®N 2s66 FORAWORHIIIG (1@RNDNTEN6RN MOOD BY DSNG SNIWtSQf GPKiD'sh3wt ANRAPOl6 . % fiOD:MNT1lE HEADEIL M SUBSTMEARCAPAQIY OF iN09. 100 . NOTSUBSRHNE3 S[CEAUCH E GO� ` Cl - ANCNfOR6 FOR LARGER 6f2EAN(NDRSJ• O 0o F.,, COLUMN /FOUNDATION FASTENER FOR 2X2 AND 2x3 °- ....... EDGE 1"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. NOTE: THIS CONNECTION IS ALSO GOOD FOR 1x3 OPEN BACK MEMBERS, 2x2H AND 2x3H MEMBERS. FRONT WALL 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. 4x4 GIRT I ALTERNATE CONNECTION: (2)1;16 x 2" LONG S.M.S. THRU SPLINES GROOVES WALL HEADER ,CHED TO 1" x 2" 1 BACK w/ MIN. (2) #10 S.M.S. E WALL GIRT ATTACHED 1"x 2" OPEN BACK w/ I. THREE (3) #10 x 1-1/2" I.S. IN SCREW BOSSES m r AND SIDE BOTTOM RAILS HED TO CONCRETE w/ 1'4" x 2-1/4" ZETE / MASONRY ANCHORS @ 6" EACH POST AND 24" O.C. MAX. AND i MIN 1" FROM EDGE OF CONCRETE. (OR =) ANGLE (CAPRI) CLIPS THAT ARE 1/8" BY 2" x 2" LONG (TYP.) 4x4 POST-1 I r a* CONNECTION w/ CONCEALED FASTENERS BEAM/HEADER THREE (3) #10 xl� I I ANGLE CLIPS (CAPRI) MAY 2" S.M.S. INTO BE SUBSTITUTED FOR SCREW BOSS INTERNAL SCREW SYSTEM ANCHOR 1" x 2" EXTRUSION TO 2x2 OR 2x3 CONCRETE w/ 114" x HOLLOW MIN THREE (3) #10 x 3-1/4" CONCRETE 2" LONG S.M.S. INTO ANCHORS WITHIN 4" OF SCREW BOSS EACH SIDE OF EACH POST AND 24" O.C. MAX. 1 e x 2' EXTRUSION NOMINAL 4" SLAB, E (VAPOR BARRIER 3000 PSI CONC., 6 _ UNDER CONCRETE x 6 -10 x 10 W.W.M.1-118" MIN. IN OR FIBER MESH - r' CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL FOUR (4) 1/4" x 4" LAG BOLTS w/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT & ALONG THE SIDES HEADER ATTACHED TO POST w/ THREE (3) #10 x 2" LONG S.M.S. INTO SCREW BOSS ANCHOR 1" x 2" EXTRUSION TO CONCRETE w/ 1/4" x 3-114" 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 BEAM OR HEADER :E83111101 I 4" RISER PANELS ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEM ST ATTACHED TO TTOM W/ MIN THREE #10 x 2" LONG S.M.S. 'O SCREW BOSS " x 2" OPEN BACK IOTTOM RAIL VAPOR BARRIER UNDER CONCRETE SLAB. IF NEEDED POLY ROOF SCREEN ROOM DWG. # AQC-2019-286, REV. 0 April 23, 2019 SHEET 4 OF 4 STANDARD CONNECTIONS HEIGHT T-9", 148 MPH EXP.'B' A QUALITY CONSTRUCTION, LLC 3531S.25TH STREET FORT PIERCE, FL 34981 OFFICE (772) 343-0805 FAX (772) 461-3038 LOCATION: NAME: KATIL RESIDENCE ADDRESS: 6521 LAS PALMAS WAY CITYISTATE: PORT ST. LUCIE FL 34952 COUNTY: ST. LUCIE THE "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (362) 760-6207 bobdunleaAcenturviink.net FLORIDA P.E. Lic. No. 42835 pNTHpN" *; NO -ty-A 0� PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS TYPICAL UPRIGHT DETAIL aL L