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HomeMy WebLinkAboutWIND SPEED & EXPOSURECONTRACTOR: Don Hinkle C' .ruction DESIGN CRITERIA: 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the. Guide.to-Aluminum Construction in high• wind areas, 2010. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VuLT =150 MPH, VASn =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Screen Room: Non -Habitable, Unconditioned Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, spalling, or other deterioration. Roof Type 1. Roof Type: MONOSLOPE- 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel, 2.0 density foam, Florida Product Approval Number FL 7561-R3. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. All Self Mating Beam Sections, are to be stitched with either #14 screws 6" from ends and 24" center to center or # 12 screws 6" from ends and 12" center to center. 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications. are applicable: a. Concrete shall conform to ASTM C94 for the, following components: i. Portland Cement Type 1; ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1%- ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND TD AND EXPOSURE HAVE BEEN -,ERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 2X3 'o END BEAM 'olo 2X8SMB 3-q CARRY A-3 BEAM O I N 3'x48'xo.024' 20 DENSITY FOAM COMPOSITE PANEL 2x3x0.070 FLAT EDGE BEAM 10'-s A-2 \ 1'-0' 3'X48'XO.024' 20 DENSITY FOAM COMPOSITE PANEL 2X2 O1I 2X3 2X3XO.070 PB 2X2GIRT 2X3XO.070 PB c 'c c� cxJ (TYP) _ m c M 1X2 r(TYP) A-2 A-2 A-2 3'-D' 4'-9' 4'-9' ,9NCEALED HAS T ENCRS OR MrN PI-19-py ARE THE RESPONSIBILITY OF THE ONTRACTOR OR RIND -� HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT MAY BF NECESSARY' Ifs ORDER. TO : f` COMPLY VAT s�.. d PLICA� a06ES: EXISTING PORCH ROOF ���Illflirr�� =a:�odoo:J� Nam. 6 ca :gyp• �v0: � •��' ��ROFE SIss ��II Illy I 0 o 1X2 X N I 2X3 1X2 A-2 X N 2X3 1X2 V) X N 2X3 1X2 X N 2X3 1X2 X N 2X3 1X2 2X3 I I C I N I I 1X2 6'-0' 1X2 6'-0" 1X2 B-1 A-4 6'-0' 1X2 6'-0' 1X2 6'-0' I r 8'-0' ST. LICE AM� P X NNGIVIIISION RFVMWED FOR `)RUANCE DATA _ Cn NQrl R\&-RIECT"1 0\R1L LiKs B, M El i7 ❑ ai O Li a aC LL.¢ U� 0cc 0'a ¢to w 2_ CL Cn_ rZ ZW <- v WU U Z L O 1LJ J = J W ►W ZU0 J W = J J Ur•� s Q Z_ o-. 1-- Z n m m � � ru in g QW W-. G, 9 O LLi `�LLmm W W N U x iz I; a i V N Z ate__ Z N LL1 ,miUHLL MC DATE DRAWN 05/15/17 REVISION SHEET NO: A-1 FLALUMINUM MEMBERS DE%IEi INS KICK PLATE NOTE File Cc (1)1/2" DIA. THRU BOLTw/ NYLOCK 1. 0.024 ALUM ��„ /// -HOLLOW SECTIONS JAM NUT- IN LIEU OF NYLOCK JAM 1/8" x 2"x 2" EXTRUDED NUT, JAM NUT THREADLOCKER 2.. SCREWALL CORNERS \� �� • • 2 X 2: 2" x 2" x 0.046" 3 IND ZONES , • ' 2 x 3: 2" x 3" x 0.050" ANGLE 5052 H-32 ALLOY EA MAY BE USED USE #e x25/8"SMS @ 1z' O.C. i l� 2 x 4: 2" x 4" x 0.050" SIDE TIGHTEN TO CONTACT- DO NOT ® 4. 120 C -140 B WIND ZONES 2 x 5: 2" x 5" x 0.050" OVERTIGHTEN USE #8 x 5/8" SMS @ W O.C. _+ Q: !v �'� �• 2' 5. 140 C -150 B WIND ZONES USE #8x5/8"SMS@6"O.C. CD 0 - a : 1 J OPEN BACK SECTIONS a . •' a " ck • 6. 150 C & ABOVE WIND ZONES _ V wO N I.-Q 1 x 2: 1" x 2" x 0.040" `' ` , ' 'e 7. USE #12 x 5/8" SMS @ W O.C. SCREW GIRT, BOTTOM RAIL (n ; i O L {? 1x3: 1"x3"x0.045" b..• a " m $ % & BOTH . ` a '• SIDES i I ' VIA •• �! SNAP SECTIONS .°: °'. •��, ' ' B. = MAX KICK PLATE HTW' i !� • i Q •. �.. 2 x 2 Snap: 2" x 2" x 0.045"" 6 ,•. :a . • 1 I OPTION 2 x 3 Snap:2" x 3" x 0.05050" ' % t '•. •' • • • '. 11 0.D40" x 1 1/2" x 2118" x 1 12 2 x 4 Snap: 2" x 4" x 0.045" SLAB / FOOTING ` ' a , • , Q,� • k . OPTION 1: i INTERNAL OR EXTERNAL ALUM RECEIVING CHANNEL SEE PLAN ° s' _ p ( ALUM W/ (3) #10 x 3/4" INTO PROFE SIGNAL SEAL SELF MATING (SMB) SIDE VIEW W! (4) #101x 5/8" EACH SIDE GIRT EACH FACE & (3) ( 2 x 4 SMB: 2" x 4" x 0.044" x 0.100' #10 x 314" INTO UPRIGHT 2 x 5 SMB: 2" x 5" x 0.050" x 0. 100' — 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7SMB:2"x7"x0.05T'x0.120" I 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" (2) 3I8" DIA CONCRETE i — — { 1 _ — — 0 ui n 2x9SMB: 2"x9"x0.072"x0.124" SCREWANCHORS UPRIGHT () til d 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21/4" CONC. EMBED) 9 CHAIR RAIL MEMBER W OC Q g MINIMUM -FASTENER EDGE DISTANCE: 1/2" _ — _ ? u _ # 2" x PATIO 0 U' MINIMUM FASTENER SPACING: 3/4" _ _ + _ _ 1"x 2" BASE PLATE — Q m Q m ANCHORED TO CONC W/ 1/4" IN CONC ° KEXTRUSION z z CONCRETE SCREW ANCHOR: CONCRETE SCREW ANCHOR a (MIN. 1 114" EMBED) EMeEDMERNT ° ? : LLLI N Z Z w Q w SIMPSON TITEN HD OR EQUIVALENT , -2 va• M!N cONc ° t , a ° ° 6" MAX EACH SIDE OF POST ANCHOR °' I W z z 9 w SHEET METAL SCREWS (SMS): EMBEDMENT < 4' AND 24" O.C. MAX u O z u _ ITW / BUILDEX OR EQUIVALENT W = 4 a � '. SLAB /FOOTING : .. A • g . a ' • o, ° . a SEE PLAN _ FRONT VIEW C CHAIR RAIL TO UPRIGHT DETAIL Z 0 /� _�_ /"� SCALE: NTS J W x 3" PB UPRIGHT TO CONCRETE DETAIL A-� SCALE: NTS J � _ ~ N Z oo L r F rN W w 1 1r q+ W 1" x 2" O.B. FASTENED TO CORNER O W N m W POST W/#12x11/2"SMS AT6"FROM � Z xF�� u TOP & BOTTOM RAILS. TYPICALLY @ ' I Z c < N N c i 24" O.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H�'2 ALLOY • • 4 #14 x 3/4"SMS I () Z m r q I 118" x 2" x 2" EXTRUDED ANGLE 5052 • • INTO DJ N W CORNER POST I H-32 ALLOY EA CORNER W/ (2) #14 x Z' SMS INTO POST & (1) 31T DIA " 6 CONCRETE SCREWANCHOR INTO a CONCRETE a' (2) #10 x 1 1 /2" SM$ I THRU SCREW BOSSES I _ _ __ r a SLAB /FOOTING 21f4' MIN CONC . ' e ANCHOR EMBEDMENT 1 I WOOD: #10 x 3" WOOD SCREWS, 6" 21/4" MIN CONC A a k; a ANCHOR EMBEDMENT SEE PLAN FROM GIRT & @ 1Z' O.C. s ' ° •d a ` a C/1 CONC: SLAB / FOOTING °• a • a' a a s 1/4" DIA. x 3" CONCRETE SEE PLAN °X a $, . , •• LLn SCREW ANCHOR, 6' Q FROM GIRT & @ 24" O.C. SIDE VIEW I (4) #10 x 1 1l2" INTO SIDE VIEW W Q SCREW BOSS 0 of 2 CORNER POST W/ 1"x 2" @ ~ W (4)#14x3/4"SMS BACKSIDEi U EL rnINTO POST Ii (1) 318" DIA. CONCRETE 2"x DJ W U318" —+ ZFOR x LENGTH AS REQUIRED SCREWANCHORS! Hx2'-'OR2" 21/4•'EMBED CONCRETE (21l4" CONC. EMBED) = Q O _I SCREWANCHOR INTO LL 0) LL LLCONCRETEx3"HOLLOW 1"x2"BASE PLATE I _ — —! ! - DRAWN BY 1 SECTION GIRT ANCHORED TO CONC W/ 1/4" CONCRETE SCREWANCHOR $� MC ° (MIN. 1 114" EMBED) d DATE DRAWN 1" x 2" 6" MAX EACH SIDE OF POST a . e a : a' AND 24" O.C. MAX. a 1" x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" a ' , ° a' ? " 05/15/17 —�° CONCRETE SCREW ANCHOR 1 1/4" EMBED) 4 ° REVISION a• (MIN. a Q "a e d 6" MAX EACH SIDE OF POST ° • °k• o , , e •• AND 24" O.C. MAX G1 1X2 TO HOST STRUCTURE DETAIL FRONT VIEW FRONT VIEW 0 SHEEP NO: A_� SCALE: NTS L -1 CPCORNER POST TO CONCRETE DETAIL DJ-1 DOOR JAMB TO CONCRETE DETAIL A-Z SCALE: NTS A_2 SCALE: NTS A-2 - #14 x 4 7/8" SMS W/ 1M"DIA. NEOPRENE }6 p File copy FACED WASHER @ 6" O.C. �� 3"x 0.062" ALUM KT=yx�d` 4ma3Ci '�r'? cN �' ' • i ''. RECEIVING CHANNEL , �'s`: . �i<xs' W/ #10 x 3/4" TOP AND } r~� " Mv� 1� 1a i• . > s a?: :s<-rz BOTTOM AS END CAP re r y.j+nr- ` c <^ %�a 1 �'." . + 'act'••' �'.," 0 O �J 3' COMPOSITE � ~ J .. PANEL � N O o 2"x3"FLATTOP RAIL -NO "{ FLASHING INSTALL //j/ �• ANGLE REQUIRED UNLESS SPLICED OR CORNER- ! f - UNDER EXISTING DRIP EDGE pRO\\ 1 I , ATTACH w/ (4) #10 x 4" LG �g f 33 3" x 0.062" EXTRUDED PROFE SIONAL'SEAL RECEIVER CHANNEL 2"x3"PB �tj UPRIGHT iilt #14x3/4"SMS @6"O.C. ❑ TOP AND BOTTOM W/ 1 1/2"DIA. NEOPRENE 2" x 3" FLAT ja.a L �^ ' WASHER @ TOP SCREW ONLY Q w TOP RAILw/ ms:s. yj :_KtiA • i`r F v- ^, ,¢r Z:x iiTws'�'i-� 3 `JA (4) #10 x 4" SMS >z,•tie+",�M C= �' ?r,.g f'. •F=7'n`,e,T°'°•'•'%`+c :+' c 3!5`- .� 2k ts_tacw;.s'zt''' INTO POST /r.;.•`Y�+f�a ,%a::a.-r. �S J:. rl�SS's'"s'�J.� `y?ti cC -" h. z Y; >,f'*i'a•cV`.�:`.�'::+�.,,:v=:r=ri' ; `. e= •e�ac.:r 'si? 3",?i"..'' :.v;�.•.:o': F�.: t'��. � :3'. � / 1 V W � Ld d d F w :>rrf'N)aruCr .ad' ,.c . .� . gg,,yyYi'ma o`_L -4' .��:{� f e.n i1" Sr: fi,..iAs - v si� '..>«,.s.[. ae. -,4r'c�`+. Yy!t L:a%Jf4x ifs: ..1.J•::5• .'�i. +.y.fy a�"'^ t^+3 D i ;,� 'F..t3.' P+ ii?:P!�?%.✓� 2 «L.> Ax`µ. �J' Lu Q � W g 3 �p .. _,. 2" x 2" x 3" LG - 2., x 2�� x 3�. LG ..z:.� — — — — _ — — _ �-s"t;t - .a.,,::: ev .. y�-��^ :eD�=>�"•'. �ti Si .ems...:! s _ : ':. O a ia x 1/8"ANGLE x 1B'ANGLE - cc a m --- -- — - -... ..__ ._... _.. LLI W C)cc = N = Z (4) #10 x 314' (4) #10 x 3/4" 14 SMS INTO SMS INTO 3"COMPOSITE PANEL (2)1/4" DIA. x &' LAG SCREWS �% W z 2 z W u O c�i SCREW BOSSES ' SCREW BOSSES ( i @ 6" O.C. Z W H _ " ~ " (2) INTO TOP RAIL (2) INTO TOP RAIL (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S TOP RAIL CONNECTION TO 2 X'3 UPRIGHT S-� COMPOSITE PANEL TO FASCIA DETAIL CZ U 2 X 3 FLAT SCALE: NTS A-3 c J SCALE: A-3 NTS J fn Q N Z o� = 5 LA tmo0 Q W R LL N N H W - O W Ym1 N W u_ U N -� . 'o Z W:5.:j o N W cur`" LL EXISTING HOST WALL EXISTING HOST WALL 2" x e" SMB 3" x 3" x 0.093' POST (4) 318"DIA. f _ - THRU BOLTS 2" x 3" FLAT 2"x8"SMB — _ — — — I 1 1/2" x 2 l/8" x 1/ 1/2" x 8" x 0.062" ALUM RECEIVING N t/] — / • 3 W // �/. • • SMS INTO EACH SIDE OF BEAM 8 (4) 3/8"DIA THRU BOLTS INTO POST Q W CONCRETE: (2) 1/4" x 3" QUICKSET ANCHORS INTO WALL • /% _ • s • ' ` DIA T HRU BOLTS a Z U Er I-- F fY W U VY— Q Q • 1 112" x 2118" x 1 1 /2" x 3" x 0.062" ALUM RECEIVING CHANNEL WOOD: (2) 1/4" x 3" LAG SCREWS • • ; 0 � M a T J W/ (4) #14 x 3/4" SMS EACH INTO WALL _ CONCRETE: • LL ILL SIDE INTO BEAM (4) 1/4" x 3" QUICKSET • ANCHORS INTO WALL ! 3" x 3" x 0.093' DRAWN BY WOOD: (4)114' x 3" LAG SCREWS • POST Mli /+ 1 1/2" x 21/8" x 1 112" x 8" x 0.062" ALUM RECEIVING CHANNEL INTO WALL • I ( DATE DRAWN W/ (7) #14 x 3/4" SMS EACH SIDE INTO BEAM { 05/15/17 2"x 8" SMB_7�_ j REVISION 0 0 - S-L BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL SCALE: NTS A-3 &_4 CROSS MEMBER TO POST CONNECTION 0 A-3 SCALE: NTS A-3 SCALE: NTS SHEEP NO: A3 9 � \�� 1/8" x 2" x 2" EXTRUDED ® `• � p \\ ��i�i� ANGLE 5052 H-32 ALLOYEA SIDE i Q:4e, ; UPRIGHT 1" x 2" O.B. BASE PLATE -TYP 1 V4•MIN CONC f i �•. \ ••'•��\ ANCHOR EMBEDMENT 21WMINCONC . + :ANCHOR $ ' ' I / / O • • • • EMBEDMENT A �y ; 2 - fa; ., I ! 3" x 3" x 0.093" // .... • • Y,\ MIN a 5d MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO I I POST \ �\ d SLAB FOOTING :• g e .ate : OUTSIDE EDGE OF SLAB (2) 3/8"DIA CONCRETE / / / ; SEE PLAN o �•' SCREW ANCHORS (W CONC. EMBED) PROFE SIONAL SEAL SIDE VIEW i (1)1/2" DIA. THRU BOLT w/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM 1"x 2" OB W/ 1/4" CONCRETE INTERNAL/EXTERNAL E3 I NUT, JAM NUT w/THREAD LOCKER I I I x EXTRUDED SCREW ANCHOR 6 3" x (1) 3/8"DIA. CONCRETE MAY BE USED T S FROMUPRIGHTB@ POST BASE W/(2)318 SCREWANCHORS TIGHTEN TO CONTACT -DO NOT 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTSLd O (21/4" CONC. EMBED) OVERTIGHTEN U Ld a w c: --- --- CC — — — i a: as •,s L.L e Z v . -%moo an .. .'a"'^� c •. o• m s• ° < .• 1"x 2" BASE PLATE ANCHORED TO a'• . , ' a LU Qm G CONC W/ 1/4" CONCRETE SCREW aq ,• '' a ' j o W Z_ Z N z a, • job ANCHOR (MIN. 11/4" EMBED) SLAB / FOOTING "' m e. 0 6" MAX EACH SIDE OF POST AND ° •a (' w > w w SEE PLAN ao atn;. 24" O.C. MAX z LLl = 7 In FRONT VIEW uu - I- LL B-2 3" x 3" POST TO CONCRETE CONNECTION DETAIL SCALE: NTS A-4 B-T2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL Z Lj o A �1 SCALE: NTS -'+ J �u J C7 m Q N Z E. S L Z nQ- m U y � W 9 g j W rL-m O W Z W h N V U J�/� Z W xxQ Q in W Nl./FLL LL CONC. HEADER: 1/4" x 3" CONCRETE WOOD HEADER: SCREW ANCHOR @ 24" O.C. (1) 318" x 3" LAG SCREW INTO HEADER OD HEADER: EXISTING Q_0Lx o 3" WOOD SCREWS CONCRETE HEADER: (1) 3/8" DIA. x 3"CONCRETE SCREW 12" O.C. HEADER ANCHOR INTO HEADER V)) EXISTING LLJ I HEADER I Q — --� — I 3! W _ ..._ .. '- Q o 1"x2'HOLLOW �— O� (A W SECTION 1"x 2" HOLLOW SECTION 1"x7' W/#10x2"SMS-6" V= Y- d rn W (� V ,t MAX EACH SIDE OF POST -2 Q Q rn WOOD: ; I" #10 x 3" WOOD SCREWS AND 24" O.C. MAX Q z 1- 'l) < t` 0 ch @ 12" O.C. 0- Q (m O J a ILL W LL CONC: 2" x 2" x 0.125" ALUM ANGLE W/ 1/4" DIA x 3" CONCRETE (4) #14 x 3/4" SMS INTO UPRIGHT DRAWN BY SCREW ANCHOR @ 24" O.C. I MC ill 2" HOLLOW - - 2" x UPRIGHT DATE DRAWN SECTION EXISTING HOST 05/15/17 REVISION B-3 1X2 TO HEADER DETAIL B-4 POST TO HEADER DETAIL Q - © - A A SCALE: NTS -'+ SCALE: NTS A4 Q SHEET NO: A-4