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HomeMy WebLinkAboutEngineering WIND HAVE CONTRACTOR:The Porch FaclOrrrLC. BEEN DETE QED USING THE ADVANCED '�tjRl1G-ALED'rA>i91ERSOR ATTAL�''`ii., \\����1" DESIGN CRITERIA: ( p1Fa TECHNOLOGY COUNCIL'S WEBSITE �r I. -t. �� ', Applicable Codes,Reeulatioos;and Standards AR�THt hCSP�1ISIBILITY Of 1F� L' `�� !G '••.,Nj'% AND GOOCLE EARTH. 1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16 °D11TPA�TDR of RECORD � �•� ',,'� ' 2 Stmctotal Design,Chapter 20 Aluminum,and Chapter 23 Wood. Q,:q/ v •�LL S. 2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the - •ra o Y O p'. -1 Aluminum Design Manual prepared by The Aluminum Association,Inc. _ I�}tr��� (R3 0 =D-;w v iC �� r•Q- Washington,D.C.,2010 Edition and the Guide to Aluminum Construction in 5T.L`�j(C.°F(70UN-T''T2�;I?.""'` ??n'ZSif'iti - 'v Z N v�i 0: high wino areas,2010. THESE PLr�NS AND ALL PROPOSED WORK - N 3.ASCE 7-10. ARE SUBJECT TO ANY CORRECTIONS,- 0 �o.• , winaLpaas tlYO!UIREDBYY°IELD INSPECTORS THAT DATE ''�. /y'.............. F�`�• /t PLANS AN' P ER4[i T NIUST BE KEPT CN JO �/ � 1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: Risk • i11.R1Y I3f;NEfaESD"LRO�Y�J s,RDE�:'Tf3; t: C_`.1\�,\]cod V_'tn ij�jrn L=,�:•_._,'._ / 1.II* PR Category 1. e a }L; 1 h •• PROFE6�6.L SEAL 2.Basic Wind Speed,Figure 1609C,State of Florida Debris Region&Basic drt+,9E�I,Y�Y6�1ThI.._I,/`d�Y LIC.Gii:Y.feV© s�,�. Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind �_3 7q - Speed:VULT=150 MPH =116 MPH t 3.Exposure Category,re TableParagraph21609.4.3: C a'3 e 4.Screen Roof Enclosure Table 002.4 _ 2X2 O � 1X2( )Foundation Design _ d p Existing concrete.No additional concrete footing or slab Is required to _ 3� / 'v ty, resist the loads Imposed upon the existing slab by the proposed � / 2X2D M4 O pa' construction if the existing slab Is a minimum of 4"thick and in sound - p li condition,free from structural cracking,spoiling,or other deterioration. a-s %2 X2 X2xR / DJ w S / 3.75PFB 2 / W Specifications a ,., j. O Z i The following specifications are applicable to this project: I W �! i'-d 1.Where concrete specifications ere required,whether in the screen enclosure t t scope or not,by one or more regulatory agency,the following specifications i io are applicable: - : 4 a.Concrete shell conform to ASTM C94 for the following components: - 1%2(TYP 2X2 I PFB Z $ i.Portland Cement Type 1,-ASTM C 150 t U p ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 Ill. Air entraining+/-I%-ASTM C 260 jr iv.Water reducing agent-ASTM C494 a %2 ' Q Z v.Clean Potable water 3.75 2X2 2 2X2 2X2 2X2 3.75 cc vi. Other admixtures not permitted i b.Metal accessories shall conform to: PFB i - PFB Z is Reinforcing Bars-ASTM A615,grade 60 e t U_ g t it.Welded wire fabric•ASTM A185 n I ny I ` � 'j' Z(D �E c.Concrete slump•at discharge chute not less than 3"or more than 5". 1O " `s jV' j 4 a_g A i -.1 t'/l w Weser added after catching is not permitted. d.Prepare and place concrete per American Concrete the athe Manuel 3 5 .p 2X2 2 2 2X2 % 3. 5 of Standard Practice,Parts 1,2,end 3 including hot we wear PFB �) � tt FB 3 recommendations, / t e.Moist cure or polyethylene curing permitted. vtt f.Prior to placing concrete,treat the entire subsurface area for termites •,� a i �_e t` e in compliance with the FBC. / 2X2(T1P) s` 3 g.Concrete shell be placed over a polyethylene vapor barrier. 2 h.All aluminum components embedded within concrete shall be coaled _7,-t D•_� _ _7'-10'-� t�jt �j with a bituminous paint or epoxy. uJ 2.Aluminum extrusions shall be 6005 TS Alloy M3 w 3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or C a better zinc plated to ASTM B633,or coated stainless steel series"300",or 32'-0• Q w uncoated stainless steel series"400". O 4.All Self Meting Beam Sections am to be stitched with either#14 screws 6' ' � - � O w T ^------------------------------- from ends and 24"comer to center or#12 screws 6"from ends and 12"center rn Q. m to center. - i%r 1X2(TYP) a_3 t1' V p LL 5.All Porch Factory Beam Sections are to be stitched with 012 screws,6'from G. m F a a ends and IT'center to center. 6.Screened enclosures containing swimming pools shall comply with thery\2X3 ' n ry DRAWN BY applicable requirements of FBC R4501.17 Residential Swimming Barrier c aLd a m a. Ld a v{a A TP requirements. i DATE DRAWN 7.Screen material shall be 18/14 screen.unless approved by Suncoast fi {_ 2X3 -2 3 3 08/21/17 Aluminum Engineering,LLC. 'rut . 8.Door location shall be determined by contractor in the field. „� 1X2(TYP) REVISION 9:When installing pavers over concrete slab or footing which are supporting aluminum members,such as continuous screen tracks or upright,the pavers must be bonded to the concrete with an epoxy,thinset,or 3,000 PSI grout to - ensure full positive contact with concrete. 10. All flashing and waterproofing shall be provided by the contractor. SHEET NO: 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. /\ _ Roof Type RoofType:MANSARD ALUMINUM MEMBERS DIMENSIf' File copy Ilex Z x 2'EXTRUDED ��� HOLLOW SECTIONS ANGLE 5052 H-32ALLOY EA \\�``v ••� Yv 2x2:T x2•x0.046., S1DE - `�C.' '.• (� 2 x3:2'xl"x0.0501' = Q-/• 2' 2X4:2'•x 41•x 0.050" UPRIGHT �' y a - LL 6'y 2x5:T'x5'%0.050' -a:w �0° ° J OPEN BACK SECTIONS Ix2;1"X2"x0.040" -' l Q•• 1 x3:1"x3' 0.045" _ 1'xTO.B.BASE PLATE Qy-•, f co OL, �•'!� SNAP SECHON9 �i .....••' !V 2 x2 SR_, 2"x2•'x0.045" xeo�xr 6d MIN EDGE DISTANCE FROM 2x3SA6p:2"x3"x0.050", SLAB/FOOTINO �x -EXTERIOR OF OF TO IT 2x4SA6p:2'x4"x0.045" SEE PLAN ••'' �' I I PRO SIOtjALISEAL Sk 212'x 1AW x(GIRT OR PURLIN SELF MATING(SMB) SIDE VIEW WIDTH H2'x BEAMDEPTH I I \ OR UPRIGHT DEPTH-12") \ILFJ'1 2x4SMB:2"x4"x 0.044"x 0.100" (1)112°DW THRU BOLTWI NYLOCK PLUM BACKING PLATE 2%S SMS:2x5x0.050x0.100•• JAM NUT-IN LIEU OF NYLOCKJAM 2 x 6 SMS:2"x 6"x 0.050"x 0.120" NUT,JAM NUT.1 THREAOLOCKER 8083-Te ALUMNINUM I I ❑ 2x75MH:2"x7"x0.O5T'x0.120•, (1)3/8°Du.CONCRETE MAY BE USED I OC Ld SCREWANCHORS I I TIGHTEN TO CONTACT-DO NOT =o= Q a 2 x BSMB:2'•x 8.x0.072"x0.124" ui (21/4"GONG.EMBED) OVERTIGHTEN I w ' 2X95MB:2"x9"x 0.072x0.124" I mmm R 2%IO SMB:2"x 10"x O.092".x O.398" LL 12" MINIMUM FASTENER EDGE DISTANCE:IQ" _ __ _ I i SCREW 1 SS SM9 INTO 0 Q CHAIR RAIL MEMBER SCREWBOSSE9 Q 0 �I I MINIMUM FASTENER SPACING:3/4' - W d 3 4••: 1"x T BASE PLATE ANCHORED TO I• I W 2 CONCRETE SCREW ANCHOR: CONC W/1W CONCRETE SCREW ���i�i++Bx� 91 g2�RXI SIMPSON TITEN HD OR EQUIVALENT SLAB/FOOTING ° 6-MAX EACH SIDE OF POSTAND I I T O O C R SHEET METAL SCREWS(SMS): SEE PLAN ICA ITW/BUILDEX OR EQUIVALENT .C.MAX I I UPRIGHTlBEAM W d d FRONT VIEW 24'O PFB:PORCH FACTORY BEAM 2 C PURLIN OR GIRT TO BEAM OR POST DETAIL B UPRIGHT TO CONCRETE DETAIL SCALE Nrs Z L3 A-2 SCALE:NTS A-2 J az ao U C L NOTE: L SEE CALL-OUT BELOW FORSOFSCREWS. z L9 BOWS SHOWN FOR ILLUSTRATIVE _ ❑z IB i� 3C PURPOSE90NLV.DO NOT COUNT (A W SCREWS ON DRAWING. MEMBER SIZE EDGE'C' MEMBER SIZE EDGE'C' a 3.75 PFB Yt" 2-x PURLIN&ATTACHED TO 014 SMS 01114°O.C. 4L 2X55M0' 1° 5.75 PFB 1 BEAM NOTCHED BEAM 1MIN(4)S10 x I I/2'SMS (28 TOTAL) S 2X8-2%10SMB 1K" 8.75 PFB 1X" OVER UPRIGHT - PLACE WASHER UNDER SCREW TxPURLIN (SEE A-1 FOR SIZE) - IN GUSSET CORNER --- a FLASHING 3116"5052-H32 GUSSET 7'x2°E%TRUSION C) EAVE RAIL(SEE A-1 FOR SIZE) INTERNALLY SCREWTHRU BEAM I S ❑ z W/(3)010x 11?'SMS C `�— ❑ aLU Sd - S S 2°x2"x 11B"x3'LONG ALUM ANGLE EACH SIDE UP UPRIGHT WI Q (U 1"x"x0.044°OPENBACK 333 FASTEN TO EAVE RAILW/ (2)S72x3WSMS INTOPURUN O W • ® I 11/4"TYP S10x112'SMS SPACED 3' 1 I (2)S12x 3M"6MSINTO T%T - —N 1"x FASTEN TO EAVE RAIL -� /� 61B TYP FROMUPRIGHTS024"O.C. (2)012x314°SMS INTOUPRIGHT W d W/S10xUPRIGHTe 24'O.C. I I \/6�� I I (2)012x 314"SMS INTO 1"xT O O I e' i z 5�0� (1)12"DIAx2I2°THRUBOLT a mv�UL WINYLOCKJAMNUT-INUEU MIN. 6„ I' UPRIGHT DRAWN BY WITOHREAOLOCKEER MAY BEE USED TP UPRIGHT NOTES:' I I - DATE DRAWN (SEE A-1 FOR SIZE) 8" 1. GUSSET DIMENSIONS ARE MINIMUM(2) 06/21/17 INSTALLATION REQUIREMENTS: I REDD-(1)EA SIDE OF BEAM-MAY BE BOLT IS TO BE INSTALLED AS TO / INTERNAL OR EXTERNAL REVISION NOT DAMAGE BASE MATERIAL 2. AS BEAM SIZE CHANGES,ADD OR DO NO OVER TIGHTEN. PATENTPENDING SUBTRACT SCREWS TO MAINTAIN 11/4' C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, _ WIDTHS CHANGE TO MATCH BEAM SIZE. - F SLOPED PURLIN CONNECTION DETAIL sHEEr No: r UPRIGHT TO BEAM CONNECTION . E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL-RIGID MEDIUM A-2 SCALE:NTS n A_2 SCALE:NTS A_2 SCALE:NTS H 2 1 lAr S.S.CABLE .File Copy B'W70Ex0.125"7 BRACKET NOTE: lAr x S"x 11144 A36 GALV \\\ ".•' •"•° �i1./i ®EACH BEAM ATTACHED TO (2)3/8"DIA x 4'LAG SCREWS FOR STEEL CLIP W/(2)31W DIA . FASCIA W/3/e°x3°lAG9(3 SPANS GREATER THAN 30-0" x2314'EMBEDMENT PER BRA( AND(113lB"x3° CONCRETESCREW LAG®24.O.C.ATGUTTER ANCHOR 1L •,w- 1-x 2°z 0.044.OPEN BACK SCREW INTO EXISTING - p *� Ul O:J- W/2 Y10 x 21rz•SMS THRU OVERHANG FRAMING DBL COMPRESSION BEAMINTOSCREWBOSSES ORRAFfERTAIL p : Q', z N `O�•• ¢- SLEEVES G cb FROM BEAM AND 24'O.C. O' co EXISTING D CON BETE. /, T 114 x 21/4 CONCRETE HOST PRO FE 9IbNN.S61 5 ' SCREW ANCHOR, �WALL B"FROM END&024'O.C. 4 BLAB/FOOTING WOOD; SEE PLAN MATIN G EWS 714'x21/4"LAG SC R \I�''I ELEMENT fi°FROM END®®24'O.C. 1/e°S.S.CABLE � u CONTRACTOR TO VERIFY 1 114"x 5&WX llr cc W 2"x4°FASCIA-IFLESS' _ ,\ ALUM FLAT BAR L.) LJ d. y THAN 2°x 4•FASCIA,S x 4" �} 8053-TB ALUMINUM S' r 3 1/8•x2'•2'x2'ALUM SUB FASCIA SHALL BE �1 a Gj ga ANGLE W/(4)Y14x314' WSUPER PLACED OVER,LENGTHEN - 2°x2°PURLIN ✓i& LL U' Z;j, SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY - �, O EACH SIDE OF BEAM PENETRATE SUB FASCIA V 2'INTERNALLY SCREWED SLAB/FOOTER IF OTHER FASCIA,ADD 2"■ TO3'z2'W/(4)YtOxl /Za - MID DEPTH W VaVl� a 0.08Y'BACKING PLATE ON CPTFASCI4,w11rz°LAG W INSIDE OF GUTTER ? 2 BOLTS-11rz°INTO TRUSS 2118°z 1 ltWx.062'(MIN.) - TAILS-COUNTERSINK' ALUM RECEIVING CHANNEL FLUSH.WHEN INSTAL LING •1.0 Z O 3 W/MIN.(2)Y12x3/4'SMS 1/2•LAG SCREWS, W d �d PRE-ORILL w/3/8'DRILLTO PREVENT SPLNTING. G-1 PURLIN TO HOST CONNECTION DETAIL (1)3/8"DIAxWEMBED SLAB/FOOTIN0 u A-3 SCALE:NTB CONCRETE SCREWANCHOR SEE PLAN ZU� G GUTTER BRACE&MATING ELEMENT ATTACHMENT DETAIL H-1 CABLE CONNECTIONS AT FOUNDATION ?•JL p A-3 SCALE:NTS A_3 SCALE:NTS a(6 E G Z:0LLI 3 � U, GUSSET PLATE SELF MATING Z(7 PER ESERIES BEAM H W 1� 7� lz `a LL PURLIN MAX (9)#14x3/4SMS a 118'PLATE ON 45•ANGLE BOBS-TBALUMINUM WOOD: CONTRACTOR TO INSTALL y p L YID x 3•WOOD SCREWS,B' 4x 2"SMSTHRUBRACE LLVJf V T FR (2101 OM GIRT&®1TO.C. INTO SEAM THRU GUSSET �,_____ y' LU $@R CONIC: PLATE 1%4"DIA ET x 3°CONCRE • # • • / Q D. ud sCREWANCHOR W DETAIL#2 p FROM GIRT&0 24"D.C. • // ----- a1"T O (4)#10 z 1 irz'INTO MO W k SCREWBOSS _ • k j EYE BOLT FOR CABLE TENSION • W 0-0 K H •// awe g�o� 1 / I a in q LL 11 CONTRACTOR SHALL RUN I DRAWN BY 1/4"THRU BOLT TO ATTACH TP 2°z 2°OR2'%3"HOLLOW PERIMETER FRAMING I SECTION GIRT " ST INLONWASHER8 I -MAXM �STAINLESSSTEELNUT I � DATE DRAWN I O6/21/17 r.r 3' REVISION 11I2'x 6°x7/8" (4)012 EA MEMBER L 5052-1132 PLATE DETAIL#1 SHEET NO: C+'� iX2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER //�� /� A-3 SCALE:NTS A-3 SCALE:NTS A_3 SCALE:NTS A _-l k�ce co, 1/B"x2"x2"EXTRUDED (4)N1/x3/4"SMS ANGLE 5052 H-32ALLOY : : INTO DJ z Q' I OLL 4 w 0 D:Q: uw coup}+! �j •' ........• /� `\ SLAB/FOOTING i,�� 'PR�F�•\\�� SEE PLAN ••r• , ` '• '• ,•� PROFS SIGNAL SEAL 'I SIDE VIEW C (1)318"DIA CONCRETE 2'x7DJ O 11! G _ SCREWANCHORS , d (21/4"CONC.EMBED) Ie --- - 0 '� _.. ......__ ..... LULu 3 o� •.�. f,a• j Z z y 25 ( 1"x 2'BASE PLATE (� a ANCHORED TO CONC Wl1/4' I CONCRETE SCREWANCHOR Lu f (MIN.11/PEMBEU) 8"MAX EACH SIDE OF POST AND 24'O.C.MAX 'S" lE I, • e•• FRONT VIEW UJJJ DJ-1 DOOR JAMB TO CONCRETE DETAIL J A-4 SCALE:NTS ,t F-cc6Z LLI 1"x2'O.B.FASTENEDT000RNER O Z j811R F POSTW/W2x11/7SMSATS"FROM u K tEE Ct t TOP 6 BOTTOM RAILS.TYPICALLY® Z(7 @y ug�q 24"O.C. (A W.10� 1/B"x2 052"x 2"EXTRUDED ANGLE S 'CORNER POST I I H32 ALLOY EA CORNER W/(2)014 x 2' SMS INTO POST&(1)3W DIA 3 ., CONCRETESCREWANCHOR INTO CONCRETE ly (2)010 x 11/T SMS - -- - - THRU SCREW BOSSES - 21/4°NCONC pap I. • ANCHORE BEDMENT µ SLAB/FOOTING ,' y SEE PLAN .:4•.•. .'/:' W _ . 2 C. D' SIDE VIEW Q U 2-{ CORNER POSTW/1"x 2"® b O W. (4)tl14x3/4'SMS I BACKSIDE Lu a N INTO POST 3/8'x LENGTH AS REQUIRED 0 no K v FOR 21/4"EMBED CONCRETE ccOJ "SCREWANCHOR INTO a m V LL U. CONCRETE ' 1"x 2'BASE PLATE ——_—_ DRAWN BY ANCHORED TO CONC W/1W TP CONCRETESCREWANCHOR ••4�• (MIN.11/4°EMBED) DATE DRAWN B"MAX EACH SIDE OF POST ' AND 24"O.C.MAX 06/21/17 REVISION 1' - FRONT VIEW 5HEETNO: CP-'I CORNER POST TO CONCRETE DETAIL A-4 SCALE:NTS A 4