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HomeMy WebLinkAboutConstruction PlansCONTRACTOR: South Florida Aluminum," - <-uets DESIGN CRITERIA: WIND SPEED AN^ *' YPOSURE HAVE BEEN DETERMI USING THE ADVANCED r� ~ Applicable Codes, Regulations, and Standards 1. The 61h Edition (2017) 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 ofthe 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. Loading Criteria 1. Live Load: N/A 2. Dead Load: N/A 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: VmT = 150 NO Nominal Design Wind Speed: Vase = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2-Glass Room: Non -Habitable, Unconditioned Scope of Work: Does not include analysis of existing structure. Roof Type 1. Roof Type: N/A 2. Roof Material: N/A Foundation Design Existing concrete slab. No additional concrete footing or slab is required to resist the loads Imposed upon the existing slab by the proposed construction Ifthe existing slab is a minimum of4" thick and in sound condition, free from, structural crackinm stalling, or other deterioration. Speeitications The following specifications am applicable to this project: 1. Ali 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. 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". 4. 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. 5. Door location shall be determined by contractor in the field. 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 iil. Am entraining+/-1%-ASTMC 260 iv.Water reducing agent- ASTMC 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 botching 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. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no, 2 southern yellowpine and have a maximum moisture content of 15% b. Pressure treatments shall be osmosalts, carouse k-33, womansalis or release, as recommended for the use condition. Pressure treated lumber shall be impregnated with a era salt treatment in accordance with fs. n-W-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10 mil polyethylene sheet or equivalent material. S. Contractor shall provide Florida Product Approval information as on the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1. 9. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as required by the window manufacturers recommended procedures. 10. Ali glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 11. Ali Bashing and weatherproofing shall be provided by the contractor. 12. Use of these plans acknowledges and accepts a limit of fiability not to exceed design and TECHNOLOGY .,r . NCIL'S W EBSITE AND GOOGLE EARTH. 1X3W/ I 2X3IN1NSERT 3 L 1 O p U U) O X K) in t0 X X �XI N N I - 3X3X0.25 20'-62" B- - A_2. 1X3RC W/ 1X3RC W/ 1X3RC W/ 1X3RC W/ 2X31NSERT 2X31NSERT 2X31NSERT 2X31NSERT 2X3X0.125 2X3XO.125 2X3X0.125 2X3XO.12 i v) N N N Ln N O O O O Ol p X X X X \I- X X X X 3 W rM M A_2 r) tM L) Z 2X3X0.125 2X3XO.125 2X3X0.125 X N ALUMINUM / KICKPLATE (TYP) COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: +24.3 PSF / -32.0 PSF A-2 5'-9" 5'-9" 5'-9" J 3'-321" 20'-6r1s" FLORIDA PRODUCT APPROVALS WINDOWS: CWS HR-620 HOR SLIDER FPA# FL-17355.3 CWS PW-655 PICTURE WINDOW FPA# FL-17354.2 DOOR: CWS GUARDIAN DOOR FPA# FL-161.1 Rvlewew FOR COM COMP LIAS i, ST" WCIE CO 50CG 1vLL Q 2 O O1 O; Lin .i0 4k ,,,''�o P 0 l� . DEC COPY F11�E CC W LLJ W a Z M Z Z Z .Z O 1 vwi Z w WLL J O O � Fa U ZZ� Z rw°mh ar= QW a se m W 3 Sec 0 F� OZa W W LU W O 0 Q b O z a TP 11 /20/19 A-1 ALUMINUM MEMBERS DIMENSI,hpllll,',i HOLLONSECUIONS— -. 1/8"xTx2"EXTRUDED _-- - \.•.. •••., �s ,'�j� 2 x 2: 2" x 2" X 0.046" ANGLE 5052 H-32 ALLOY EA \\\\�� •, \\ (G : • •• IW 2X3: 2"x3"x 0.050" SIDE W!(4)#14z 3/4"SMS ,•• (x%OW 2 x 4: 2" X 4" X 0.050" RECEIVING • o CHANNEL CONC. HEADER: •• UL d • y 2x5: 2"x5"x 0.050" 1/4"xTCONCRETE Q ca O p • • SCREW ANCHOR Q 24" O.C. : Z J OPEN BACK SECTIONS '• WOOD HEADER: [L :l1J 11J Q 1 x 2: 1" x 2" x 0.045" 4 , �•�.2YVcasT . •' #10 x 2" WOOD SCREVVS Q 1T' O.C.*HE%Vjj L : 0 �' •: Q 1 x 3: 1" x 3" z 0.045" ° •HCHcxe�m',frv°r~ j Z (n Q j ft SNAP SECTIONS e .. .: a I i� G • y 4 -- . ,',%I*1111��0\\E SLAB lSEOTING n•. •.•e .°•. MIN EDGE DISTANCE OM 2 x 458p: 2"x4"x 0.045" PLAN TO2" •e, EXTERIOROF COLUMN OUTSIDE F SLAB I SELF MATING (SMB) 2x4SMB: 2"x4"x0.044"x0.100" SIDEVIEW _ _2 x 5 SMB: 2" x 5" x 0.050"x 0.100" LOW2x6SMB: 2" x 6" x 0.050"x 0.120" 1"x3"RCHAANNELZM LO 2x7SMB: 2"x7" x 0.05T'x 0.120" 2x8SMB: 2"x8"x 0.072"x 0.124" (2)318"DIA CONCRETE 3 (F- 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHORS (21/4" CONC. EMBED) UPRIGHT WOOD: Z 1+1 W z 2 x 10 SMB: 2" x 10" x 0.092"x 0.398" #10 x T WOOD SCREWS Q 1CO.C. CRETE Q Q 0 Z MINIMUM FASTENER EDGE DISTANCE: VT 1"x 3" RECEIV NG CHANNEL I MINIMUM FASTENER SPACING: 31V _ _ ANCHORED TO CONCRETE SCREW ANCHOR Q 24"RO.C. Q w Z LA Q CONCRETE SCREW ANCHOR: ' w/114"X 1114" CONCRETE ' SCREW ANCHOR 1"z3"RECEIVING to G U IM SPSON TITEN HD OR EQUIVALENT 4 •� '• � -s"MAX EACH SIDE OF CHANNEL LL ..4 0 SHEET bIETAL SCREWS(SMS): POST AND 24" O.C. MAX EXISTING HOST O = ITW / BUILDEX OR EQUIVALENT d H Cl Z S FRONTVIEW Z—� B 2" x 3" SECTION POST TO CONCRETE DETAIL B-I 1X3 RECEIVING CHANNEL TO HEADER DETAIL - w z SCALE: NTS r� A-2 SCALE MS z g G A_2 J J m Q LLI Q Luz mg z 0 Z A�� C A Z� 9 KICK PLATE NOTES: JLLI 1. 0.024 ALUM G� LL CONC HEADER: 2. SCREW ALL CORNERS 1/4' x 2" CONCRETE 3. 100 B - 120 B WIND ZONES T' x 3" x 0.125" SCREWANCHOR924"O.C. USE #8 z 5/8"SMSQ 12"O.C. WOOD HEADER: 4.. 120 C -140 B WIND ZONES #10 x 2" WOOD SCREWS USE #8 x 5/8" SMS Q 8" O.C. Q 1T O.C. 5. 140 C -150 B WIND ZONES USE #8 x 5/8" SMS Q T O.C. 6. 150 C & ABOVE WIND ZONES USE#12 x 518"SMSQ6"O.C. 912 x3/4"SMS THRU RC INTO 3"x EACH SIDEAT 7. SCREWGIRT, BOTTOM RAIL 16' O.C. W FROM 8 BOTH SIDES UPRIGHT CONCRETE 8. MAX KICK PLATE HT = 36" / SEE DETAIL CIA-2 FOR ONNECTION OF CHAIR N RAIL MEMBER LN J 0 F- ♦ � ` � CHAIR RAIL MEMBER CHAIR RAIL MEMBER w � F- W -- -- -- _-- � / I — Q 2"x 3"z0.125' 112"x 3 V8" x 0.0ST ALUM 1la' x 31l8"x 110 x 0.06T N_TOJ O 1-- INSERT RECEIVING CHANNEL ALUM RECEIVING CHANNEL LLJ J W/ #12 x 3/4" SMS Q 6' O.C. EACH SIDE OF PANEL INTOI — — — — — _ — — _. ALONG SIDE OF HOST WALL Y I j # F TxT 1/8"ALUMANGLE 2"x3"x 0.125" ATTACHED W/ CONC: In H- x d' W Z O W/(4)#14X 5/8"EACH 2"XTxVB"ALUM ANGLE I 2"n 2"x 1/8"ALUM ANGLE 1!4"OIAz 112"CONCRETE d U N 0 R FLANGE EACH SIDE OF W/ (4) #12 z 5/8" EACH SIDE I W/ (4) #12 x 5/8" EACH SIDE SCREW ANCHORS AT I. O.C. DRAWN BY UPRIGHT 111V-0Ax112"LAG SCREWS TP UPRIGHT AT 16'O.C. DATE DRAWN 11/20/19 REVISION A SLAB/FOOTING SEE PLAN FILE COPY - © - B-2 POST TO HEADER DETAIL C CHAIR RAIL TO UPRIGHT DETAIL SHEETNO: A-2 SCALE: MS SCALE' NTS A-2 c-, 2X3 TO HOST STRUCTURE DETAIL A-2 SCALE: MS DEC 17 2019 A_2 4.. a C C 6