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HomeMy WebLinkAboutEngineering CONTRACTOR: South Florida Aluminum Products,Inc. ,.,,�«t��l t11jts10`, DESIGN CRITERIA: `, JK f� N _applicable Codes,Regulations,mad Slandartls ++ � � 0.0 1. The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural �� +? .m C� . 1 Design,Chapter 20 Aluminum,and Chapter 23 Wood. d LL 2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures,Part 1-A of q 0 S the Aluminum Design Manual prepared by The Aluminum Association.and the 2 UJ 10 W AAF Guide to Aluminum Construction in High Wind Areas. F- 0. Q 3.ASCE 7-10. cn v Loa din-Criteria �i`O•"• �*� 1. Live Load:10 PSF per 6th Edition 201 Florida Building Code AjRpendix I fj /y'•' 0� Section 105.1 2.Dead Load:2 PSF ``+,����'iI,'••ik +'� ���t,, 3. Wind Load: if1�111 3.1. Building Occupancy Category,Section 1604.5 and Table 1604.5: Risk = Category 1. _ 3.2. Ultimate Design Wind Speed:VDLT=150 N PH,Nominal Design Wind A_2 8'-0" LLA LU Speed:V-D=116 MPH. Z E 3.3. Exposure Category,Section 1609.4.3: Exposure B -1 -� 3.4. Screen Enclosure Section 2002.4 1x2{TYP) I Z 0 Z 3 4.Building Category for Aluminum Structures,Section 2002.6:Category Type 1- LU Z Screen Roam:Non-Habitable.Unconditioned 1X2 :r J Q a Z Ir LL Roof Type Z d Lu z 2X3X0.050 2X3XO.05 O N z 1. Roof Type: MONOSLOPE n 2X3XO.050 END BEAM N (A Z LL 2.Roof Material:3"x 48"x 0.024"Stmeall Composite Panel,2.0#d ens!r_y foam, NO BEAM N Q V Florida Product A i-oval Number FL 21443-R3. � O z 2X2GIRT ❑ Foundation Ilcsign N (TYP)� W a 3'X48"X0,024" o d a Ness Tgpe III 4°'NI0nnlithic Concrete Slab-8"x 8 wl(1)#fg Cont.31"overlap at I 2X3X0.050 I vu c W 2XOJ 00 2.0# DENSITY FOAM •pints on 3"chairs and oured w/2,500 PSI concrete.The foundations are based 1 COMPOSITE PANEL 2X3XO.050 c on a nurti>nun soil bring pressure of 1.500 pst a LL LL Specifications L2X2GIRT = ZThe following specifications are applicable to this project: °' ) 2X3X0.070 S � Z - m m 4 v 1. All work shall be in accordance with the 6th Edition(2017)Florida Building Code, in o AT A-3 o n (�J N a'' and any other applicable local codes and regulations. I EDGE BEAM 1 ❑ Z a 2.Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues,no 1X2 1X2(7YP) ^ry LL manufacturer substitution is acceptable without the specific written,signed and Q L U a m m 2 r sealed authorization of Florida Aluminum Engineering,Inc. I Q Z z m 3.Screen material shall be 18/14 screen unless approved by Florida Aluminum 7'-6" 7-6' ❑ Z M M LL Engineering,Inc. A-3 Q Z � 0 C 4.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better -J LLJ - _ zinc plated to ASTM B633,or coated stainless steel series"300",or uncoated LL ~ stainless steel series"400". 3 5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent 6.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from z ends and 24"center to center or#12 screws 6"from ends and 12"center to center. 3'X48"X0.024' u> 7.Where concrete specifications are required,whether in the screen enclosure scope 2.01 DENSITY FOAM a or not,by one or more regulatory agency,the following specifications are COMPOSITE PANEL C applicable: a. Concrete shall conform to ASTM C94 for the following components: 3 i. Portland Cement Type 1,-ASTM C 150 u ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 2X3XO.050 2X3XO.050 2X3XO.050 2X3X0.050 2X3XOA50 2X3XO.050 2X3XO.05D C iii. Air entraining+/- 14%-ASTM C 260 � N c iv.Water reducing agent-ASTM C 494 : 2X3X0.050 x W °LL v,Clean Potable water �j 2X2GIRT a LL vi. Other admixtures not permitted (7Yp) A-2 ❑ C b.Metal accessories shall conform to: ❑ w i. Reinforcing Bars-ASTM A615,grade 60 Q Q U i ii.Welded wire fabric-ASTM A185 -J OD X c.Concrete slump at discharge chute not less than 3"or more than 5". Water 16" ALUMINUM 1 X2 W Z a-N added after batching is not permitted. KICKPLATE (TYP) O -i H CP-1 � D a d.Prepare and place concrete per American Concrete Institute Manual of (TYPICAL) A-2 A-2 A-2 0 © � � Standard Practice,Parts 1,2,and 3 including hot weather recommendations. d M LL Q ii e. Moist cure or polyethylene curing permitted. 5'-9 " 5'-9 J" 5'-9 J' 3'-2' 5'-91" 5'-94" 5'-9 J" DRAWN BY f Prior to placing concrete,treat the entire subsurface area for temutes in compliance with the FBC. TP g.Concrete shall be placed over a polyethylene vapor barrier. DATE DRAWN lr.All aluminum components embedded within concrete shall be coated with a 1 1/23/20 bituminous paint or epoxy. 8. All flashing and weatherproofing shall be provided by the contractor. REVISION 9.Door location shall be determined by contractor in the field. 1 _ 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. a - SHEET NO: A- � i ,r = ti� .� _ it - - _ - ,. ALUMINUM MEMBERS DIMENSIONS ES HOLLOW SECTIONS 1. 0.024 ALUM PLATE T ►\\►1\•t * �1 •`��+r 2x2: 2"x2"x0.046" ►► • r� 2 SCREW ALL CORNERS ► 'C •. � 2x3: 2"x3"x0.050„ 3 100B-120BWINDZONES `► <Cf / i� + USE#8 x 5/8"SIAS @ 12"O.C. i •c.,) ..��_ 2 x 4: 2"x 4"x 0.050" 4. 120 C B WIND ZONES �� <C/ 0 b ' 2 x 5: 2"s 5"x 0,050" x 5/ USE#8 x 5/8"SMS @ V.O.C. � � :� 5- 140 C-150 B WIND ZONES OPEN BACK SECTIONS USE#8 x 5/8"SMS @ 6"0-C. M d LU (0 Lu 1 x 2: 1"x 2"x 0.040" 6, 150 C&ABOVE WIND ZONES r C) Q 0 1 USE#12 x 5/8"SMS @ 6"0-C. 1 x 3: 1"x 3"x 0.045" 2•x UPRIGHT 7- SCREW GIRT,BOTTOM RAIL 0 w � j Z � 4k:• SNAP SECTIONS &BOTH sloEs ���y �.� "G� ► 8. MAX KICK PLATE HT=39' �� .►� 2 x 2 Snap: 2"x 2"x 0.045" (4)#10 x 2"INTO /� tt.. •.. {f ► SCREW BOSS EACH DE 2"x 7'x ALUM ANGLE OF UPRIGHT oz" •• •�� �\ 2 x 4 Snap: 2"x 4"x 0.045" CONTINUOUS OF UPRIGHT y 1(p)#12 x 3/4 SMS INTO OPTION x 1 1/2"x 21I8"x 1 1/7' ,&Z 1"x T OPEN BACK-\ UPRIGHT TO MISS SCREW INTERNAL OR EXTERNAL SELF MATING(SW BOSSES OPTION 1. ALifM.RECEIVING CHANNEL 2 x 4 SMB: 2"x 4"x 0.044"x 0.100" 2"x 2"x 1/8"ALUM Ar`I G L E W/(3)#12 x 3/4"INTO 2 x 5 SMB: 2"x 5"x 0.050"x 0.100" W/(4)#12 x 5/8"EACH SIDE GIRT EACH FACE&(3) W W 2 x 6 SMB: 2"x 6"x 0.050"x 0.120" #12 x 3/4"INTO UPRIGHT LIU z d cc. 2 x 7SMB: 2"x 7"x 0.05T'x 0.120'- Z t M 0 2x8SMB: 2"x 8"x 0.072"x 0.124" �N Z r- 8 c: z 2 x 9 SMB: 2"x 9"x 0.072"x 0.124" W Z a 2 x 10 SMB: 2"x 10"x 0.092"x 0.398" SLpB!FOOTING O MINIMUNI FASTENER EDGE DISTANCE:1/2" SEE PLAN - __ __ _ -z�J CHAIR RAIL MEMBER i Z a Z z Lu MINIMUM FASTENER SPACING:3/4" 2"x PATIO O d V)) 1/4"x 21l4"CONCRETE N Z u EXTRUSION SCREW ANCHOR 6"FROM 3/8"DI x 21/4"CONCRETE LA Q Lu SCREW ANCHOR CC U UPRIGHT&@ 24"O-C SEREM1AI ANCHOR LL G z SIVIPSON TITENHD OR EQUIVALENT MIN 1 1/4"EMBEDMENT LL (MIN O � SIMET METAL SCRE►VS(sn O - ITW/BUILDEX OR EQUIVALENT ccH c c c LL U LL ZZ � v B UPRIGHT TO CONCRETE DETAIL C cHAER RAIL TO UPRIGHT DETAIL (� Z 2 A-� SCALE:NTS A_f1 SCALE:NTS 5 Z m a L J rl �LL-- S z Q Luma".1.,N in Z w O yp y0 Z 0 ;5 LL � LL a [Y t 1"x2"O.B.FASTENED TOCORNER � Lu Ln POST W/#12 x 1 1/2"SMS AT 3"FROM TOP&BOTTOM RAILS,TYPICALLY @ 24"O.C. a 2"x UPRIGHT z CORNER POST f {4)#10 x 1 1/7'SMS C 4THRUSCREWBOSSES u F �I:<I I r ,. WOOD: 2"x UPRIGHT a ( 1/4"DIA x 3"WOOD SCREWS,6" r (SEE PLAN) FROM GIRT&@ 12"O.C. (4)#10 x Z'SMS INTO N ¢ 1/4"DIA x 3"CONCRETE SCREW BO W LU EL u { SCREW ANCHOR,6" OF UPRIGHT UPRIGHT Z) a FROM GIRT&@ 24"O.C. SLAB!SOOTING 7 cc u 2"xUPRIGHT CONTINUOUS PRE-HUNG W C {4)#10 x 1 1/2"INTO SEE PLAN- - CORNER POST I 1"x 2"OPEN BACK SCREW BOSS SIDE VIEW I DOOR JAMB Q Q Q U C - — -- (4)#10 x Z'SMS INTO ! — - -- - Lu Z Q L z SCREW BOSS 1 _ - co CONTINUOUS OF UPRIGHT - - 00 ly- v 1"x 2"OPEN BACK EACH UPRIGHT I I O O 0 c*) I I m � 0 � a � ML� L- 7'x 2"OR 2"x 3"HOLLOW 9Lk61 FOOTING DRAWN BY I SECTION GIRT SEE PLAN TP E 1/4"x 21/4"CONCRETE DATE DRAWN LL1 x 2 SCREW Rl WANCHOR W FROM I 11/23/20 SLAB!FOOTING 3 SEE PLAN MIN 1 1/4"EMBEDMENT REVISION FRONT VIEW 114"x 21/4"CONCRETE SCREW ANCHOR 6"FROM UPRIGHT&@ 24"O.0 _ MIN 1 1/4"EMBEDMENT UPRIGHT TO CONCRETE - - C-1 1X2 TO HOST STRUCTURE DETAIL - A-� SCALE:NTS CP-1 CORNER F05T TO CONCRETE DETAIL DJ-1 PRE-HUNG SHEET NO: A-2 SCALE:NTS A-2 DOOR LOCATION DETAIL — SCALE:NTS ►►ti►i►s u+tr+►y ISO LL o 0 LU co }[ W J •_ a #14 SMS x 1"MIN.LONGER 0 THAN PANEL W/1 1/2"DIA i V • l#14 x 4"SMS Wl EXISTING 0 N 1 1/2"DIA.NEOPRENE 3"COMPOSITE EOPRENE FACED WASHER HOST WALL Z r{ ; r�► FACED WASHER @ 4"O.C. PANEL 17'O.C.ALONG LENGTH lyO'.�. OF ALL END BEAMS FLASHING-INSTALL FLAT END BEAM f,AllowI�►1 ' * •1►P�O'�``,� 3"x 0.067'ALUM UNDER EXISTING DRIP EDGE RECEIVING CHANNEL W/#10 x 3/4"TOP AND 3"x 0,062"EXTRUDED BOTTOM AS END CAP 3"COMPOSITE RECEIVER CHANNEL yj 2"F PANEL #14 x 314"SMS @ 6"O C. Z nEq FL,T LLJ a M � 2"x 3"FLAT TOP RAIL- NO END BEAM TOP AND BOTTOM (2)#10 x 3"SMS INTO 3' W/1 1!7'DIA.NEOPRENE SCREW BOSS ANGLE REQUIRED UNLESST WASHER @ TOP SCREW ONLY OF 1"x 7' z FD t SPLICED OR CORNER- Ii LLl Z yx C: ATTACH W/(4)#10 x 4"LG i I I!! TOP RAIL W/ _J w 3 I (4)#10 x 4"SMS z . Z u 2".x 3.P13 J i INTO POST I I 1"x 2"O B FASTENED TO HOST W/ 1 VW) C UPRIGHT WOOD: � N N z V1 Q V LL 1/4"DI x 3"LAG SCREWS,3" Lu FROM ENDS&@ 17'O.C, LL C J Z 1/4"DI A x 3" CONIC: O O FRONT WALL END WALL 3"COMPOSITE PANEL [.A- _ @ 6"SCREWS 1/4"DIA x3"CONCRETE O C. SCREW ANCHOR,T' d �' FROM ENDS B@24"OC. C LL X 3 TOP RAIL CONNECTION NTS TO 2 X 3 UPRIGHT S-1 COMPOSITE PANEL TO FASCIA DETAIL U Z SCALE:NTS � Z � C P+-3 A-3 SCALE:NITS S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL Z "" a A_3 SCALE:NTS C (D N z 12 J In- Q W LLJ a a N _ LL, w Ig LL 0 LL' s LL LL 3 a z c LL C x GRADE 3 z G LL C G Sir N C • Lu LU ¢ 2 105 CONT 31"OVERLAP W F AT JOINTS ON 3"CHAIRS > W F S" Q omU z TYPE II b Q ::) LU MODERATE SLOPE FTG NJ Z Q d 00 2:12-3:12 O 0 w 0) 04 a �LMOLL NOTES FOR ALL FOUNDATION TYPES: DRAWN BY 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE TIP OF 1,500 PSF. DATE DRAWN 2 THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS,ROOTS AND COMPACTED PRIOR TO PLACEMENT OF CONC. 1 1/23/20 3 CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. REVISION 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON-HABITABLE CONCRETE FLAT WORK I& _ A TYPE II FOOTING A 3 AL SHEET NO: 11 A-3 _ - - - - - - - - - - - - � _ -� - � - I it m _ i� ii _ � � - _ - a i � � �� _ _ � - - - - r�� _ - - - - � - - -- - � - - - - 'i