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HomeMy WebLinkAboutDrawingsCONTRACTOR: JSJ Doors & Windows DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (20171 Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: Vm.T =150. Nominal Design Wind Speed: V-= 116 MPH. 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6; Category Type I - Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.032" composite panel Elite 2000. 1.0# density foam. Florida Product Approval Number FL 7561-R4. The following specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) 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 Florida Aluminum Engineering, Inc. 3. Screen material shall be 19/14 screen unless approved by Florida Aluminum Engineering, Inc. 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. All Self Mating Beam Sections are to he stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 1V center to center. 7. Where concrete specifications ate required, whether in the scrcen enclosure scope or no; by one or mom regulamry agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type l,- ASTMC 150 ii. Aggregates -large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/-1%-ASTMC 260 iv.Waterreducing agent-ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall cont'mm to: I. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM At 85 a 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. c. Moist care 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. It. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. All flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND a IRE HAVE BEEN DETERMINE _ G THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. �8-2" 1X3 O I I� 3X3XO.090 1 2X3GIRT (T1P) zl`-- 7'-10" 3"X48"X0.032" 2X3GIRT T6(-YCpr)-L 1X312" ALUMINUMTCKPLATE(TYP) 0. -2 ft WO 0 AN r") Q;y�v LL 2uI% r O rJ a: w if I, Q l W LLI W W p Z m A w Z Q Q C Z 1X3 Z Q 1 Ln MID) Q w N N LL O J N Q F A_Z d 0 3X3X0.090 i W/2XDJ n zZ m 2X3GIRT _ MID) 11 Z J K GLL^rum o it I Q UJ LL3 ¢a.mm Q z �- O W 7'-10" I.L. 0" 1 Ln IX O W ul O 0 I- 0.090 yLa, O W V m N a ZpbZ� O ,T � a o C m m LL LL REE 'Q l.�r CODE COMPLIANCE DRAW N BY TP rr6� LUCIE COUNTY DATE DRAWe+�f++ 6 e � 01 /27/20 REVISION BOCC A-1 ALUMINUM MEMBERS DIMENSIONS I HOLLOW SECTIONS 'clC • 0.024iALUMTES: 2. SCREW ALL CORNERS \/// \ • / 2x 3: 2"x3"x 0.050" 3. 100 B-1208 WIND ZONES \ 2 i •� ?i 2x 4: 2"x4"x 0.050" USE 98 5/8"SMS@12"O.C. ` At ••� 't Q% 0 2x 5: 2"x 5"x 0.050" x "Q .y O 4. 120 C-140 BWNO ZONES X •Z O Q USE x5/8"SMS@8"O.C. d Il.l (D W J Q OPEN BACK SECCIONS 5. 140 C - 150 B WIND ZONES • L) F O 1 x2: 1"x2"x 0.040" USE#8 x5/8"EMS @6"O.C. •• Q 1x3: 1"x3"x0.045" 6. 150C& ABOVE WIND ZONES Q U) USE#12x5/8"SMS@6"0.C. I G Z // •�• SNAP SECTIONS 3"x3"x0.080" 7. SCREW GIRT, BOTTOM RAIL SBOTH SIDES 4� //I/0 �• •.,. POST 8. MAX WCx PLATE HT=36' /// • ,• (2)318"DIA CONCRETE 2x4S Snap: 2"x4"X0.045" ANCHORS (3" CONIC. EMBED) SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" OPTION 2 CC 2x 5 SMB: 2"x5"x 0.050"x 0.100" 1"z3"OB W/1/4"CONCRETE INTERNAL/EXTERNAL 0.040"x 111r'x 21/8"x 11/r' INTERNAL OR EXTERNAL UJ LLI W d 2xSMB: 2"x"x 0.050"x 0.120" 2x7SMB: 2" x T' x 0.05T'x 0.120" SCREW ANCHOR 6" FROM UPRIGHT& @ 3"x 3" x 1/8" EXTRUDED POST BASE WI23/8" O OPTION 1: 2"x2"x 1/8"ALUM ANGLE ALUM RECEIVING CHANNEL / W/(3) Z 2 x 8 SMB: 2" x 8" x 0.072'x 0.12V' 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS WI (4) #10 x 5/8" EACH SIDE I EACH FACE GIRT EACH FACE 8 (3) Z b 2x9SMB: 2"x9"x 0.072"x 0.124" I #10x3/4"INTO UPRIGHT / W Z 2x 10 SMB: 2"x 10" x 0.091'x 0.398" -- - I Q Q o MINIMUM FASTENER EDGE DISTANCE: 12" .< .. .Q ,. .• • ( Z [. w 0 MIINIMiiIM FASTENER SPACING: 3/4" :' ' .'1 g ' - - - - - - - - N rn • '�: i .• Q W CONCRETE SCREW ANCHOR ., CHAIR RAIL MEMBER W CJ SIMPSON TITEN HD OR EQUIVALENT• <a d '•: a •' O,GW U.-O -1SHEET METAL SCREWS (SMS): i POST x d H II W / BUB.DEX OR EQUIVALENT ©3" x 3" POST TO CONCRETE CONNECTION DETAIL � I G A_2 SCALE: NTS U „ g Z 3 Z C CHAIR RAIL TO UPRIGHT DETAIL Lrj v A_2 SCALE NTS L Z t�ry b S J � t� GLLmm Q 111 c a.m. .�. Q Luz �= z C 0 1/8"xr'x2"EXTRUDED 0 Q W s ANGLE 5052 H-32 ALLOY W/(4)#14x 3/4"SMS o 0 INTO DJ ® u A < $ ]1N•LIINCCNC WOWWO00: SLAB/FOOTING µ�F�E''1BEOwn I I #10x 3- WOOD SCREWS, e" SEE PLAN ':d W FROM GIRT &@12"O.C.'e. "e CONC 1/4" DIA x 3" CONCRETE SCREW ANCHOR, 6" N W W FROM GIRT B@24"O.C. CC Z (a)moxlvr'INro SIDE VIEW p O SCREW BOSS co Q � U KX>- _ Z m W (1) 3/8" DIAL CONVN N I SCREW ANFRIGHT � O d ~ i (21/4" CONC. RE -HUNG Q rn V DOORJAMB C' Q O J KX>2"z2"OR m m W U_ LL r'x 3" HOLLOW DRAWN BY I SECTION GIRT TP DRAWN Vx WBASE PLATEDATE ANCHORED TO CONIC W/1/4" 01/'27/20 CONCRETE SCRBNANCHOR(MIN.11/4"EMBED) REVISION 6" MAX EACH SIDE OF POSTAND 24" O.C. MAX 1 G1 1X3 TO HOST STRUCTURE DETAIL L A-2 SCALE: MS FRONT VIEW 4 DJ-1 UPRIGHT TO CONCRETE PRE -HUNG SHEE N0: q_Z DOOR LOCATION DETAIL SCALE NTS ' - �'• VA11111 IIIIIp/I #14x 4"SMS W/ PANEL ENE 3" MPOSITE * "0., FACED WASHER G 4RO.C. #14 #14 5MSx 1" MIN. LONGER THAN PANEL W/ 1 1/2" DIA ��� • % ' •• •• •. -V/ ,�I� NEOPRENE FACED WASHER @ 12" O.C. ALONG LENGTH t : • �!/ U. G- •• y :er^Eji.'Mghh3� r �4 �+d';r3?•i OF ALL END BEAMS Q • GJ O •: 3" x 0.062' ALUM :N r•'ji �..•,� ti•4�:..` . nw• = (L • W W a. Ja RECEIVING CHANNEL +�a%' "'qa +� ;� viufi.�.••:' :.t".. -to • y r Q 0• W/#10x3/4"TOPAND BOTTOM AS END CAP yvk?3a u' v A•f "!h i •• O V) t:,rtir-r«;»pi.s wry[• z •• 2"x WTOP RAIL - NO i....';. 3"COMP QUIRED UNLESS ANGSPL 13 IO'l //,,/' .....••• O��\�` PANEL GEED R CORNER II III FLASHING - INSTALL ATTACH WI (4) 410 x 4" LG END BEAM UNDER F�(ISTCNG DRIP EDGE III II Z 3 3"x 0.062"EXTRUDED 3'x3'x0.090' III II O p II I RECEIVER CHANNEL �. 3' Z UPRIGHT I LL W U.;W TOP RAIL #14x3/4"SMS®6"O.C. W 1 (4) #10 x C SMS TOP AND BOTTOM Z m INTO POST 2" x 3" W/ 1 1/7 DIA NEOPRENE FD TOP RAIL W/ - 4 #10x 4"SMS tit~""{ x1�'t +s�'�l' S r 'i.<gb ,, �''r, .J� () r•f``+ 4 : +,e \>^ ,µ ,>mr ~ WASHER TOP SCREW ONLY .y-. +r 'T'i.:.:�"ti SJ„L.4 LLl Z # f-vi INTO POST d"hh•hi•1,, armyf15 a+tv �t a., .1.m+Yh a` J4i'1 1 1`te' �U1ryY�'4 �k:t .vJ `v�'H' vJ T e''' e. v t'vlxh.yk )'µ: .niG Y t l y q!• J < Qp a a kt J•T \ ?i •G F-..t Y.a:'f ir•�21:a ',..W\ Yf ;Jr1), .. . 2"x2 x3 LG '..: .. 4YtI •4, drN i� ] h�+s'L"k}. t'}•�"i ,,pMr iMi <?X. f 4 Z Z . _ --- — ,-,w;". a-ir�ff Sp,n ••:�i.1,."W:3�:'VvS•.Tv��'� ,,,ti... •....•:"en:.:...,+.. 0 1� 2"x2"x3"LG xV3"ANGLE N x 1/8" ANGLE V1 -- (2)t/4"DIA x3" f„ CQw W C ILL (4) #10 x 3/4" (4) #10 x 3/4" LAG SCREWS 3" COMPOSITE PANEL @5'O.C. 0 SMSINTO SMSINTO Ix m SCREW BOSSESSCREW BOS 1 (2) INTO TOP RAIL (2) INTO 70P RAIL 1,111, (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE Lj o Z m S-1 COMPOSITE PANEL TO FASCIA DETAIL Z S N d X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT A_'3 SCALE: NTS = Z W a x A_3 SCALE. NTS J R GLL^m Q W wn^m Q W z2as Ze o on W LL EXISTING HOST WALL GRADE 2" x 3" PS > 4. #5 CONT 31"OVERLAP a ~ AT JOINTS ON 3" CHAIRS ' 1n 8" TYPE 11 ---- CONCRETE: FANCHORS Ia'; Zmm V m W_ 02:12-312 MODERATE SLOPE FTG (2)1/4"x3"DUICKSET N OU0- O INTO WALL F- 0 wm 1 VT 21/8" x 11/T x 3" x 0.C62" WOOD: a. Q N O NOTES FOR ALL FOUNDATION TYPES ALUM RECEIVING CHANNEL (2) 1/4"x 3" LAG SCREWS J p• m m LL LL 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE W/ (3) #14 x 3/4" SMS EACH / INTO WALL DRAWN BY OF 1,500 PER SIDE INTO BEAM 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND TP COMPACTED PRIOR TO PLACEMENT OF CONC. DATE DRAWN 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET AA. 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. O1I2%�ZO 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE CONCRETE FLAT WORK REVISION I A ZL TYPE II FOOTING S__ 4 A-3 SCALE: NTS BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: NTS SHEET NO: A-3 0 N