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HomeMy WebLinkAboutENGINEERING, + w CONTRACTOR: Master Craft Aluminum_ 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 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. . Loading Criteria 1. Live Load 20 PSF 2. Dead Load 2 PSF 3. Wind Load 3.L Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 2. 3.2. Basic Wind Speed, Figure 1609.3(1), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed- VnT =160 MPH. VAso =124 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass Room: Non -Habitable, Unconditioned RoofType 1. Roof Type: EXISTING 2. Roof Material: EXISTING Foundation Design Existing slab. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications 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 TS 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. Door location shall be determined by contractor in the field 7. 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: f. Portland Cement Type 1,- ASTM C 150 iii. Air entraining +/- 1% - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water A 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 hatching 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. 8. 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 yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with fs. tt-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 309 felt paper, 10 mil polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to 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. 10. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contractor. 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and WIND SPEED AND EXPOSURE HAVE BEEN., ERMINED USING THE ADVANCED TECE''•, ._ „OGY COUNCIL'S WEBSITE AND GOOGLE EARTH. DIV LititeottLyn S l-.i;,, � U1�►SS 1. zi_ _ 1 0. _.1� A-2 � F M 1X3RC 1X3RC 1X3RC B DJ-1 A-2 A-3 4'-4j" 4'-4j" 3'-0" 4•-10" A-2 LUCIE COUNTY' r .VLEWED FOR CO. REVIEWED $Y DATE -5kl-1 a PLAN'S k1ND PERMIT OP. NO INSPECTION DIVISION 'BE KEPT ON JOB BE MADE. THESE PLANS AND ALL PROPOSED WORD ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO o,,, COMPLY WIrd AL-L ARNOAW C®DES. 0 COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF / -40.7 PSF `�11111ii11��� �.' ••� LL Z to NQ ' Z y'••• PWdFft$10 ]]]]]]``off\\ LlS L' 0 ❑ U1 Li O d n LU tr �o m LL Cr Cc a W � OC Qm Wm '-' � Z Q W � W 2z Qz = Z � O� W F- U! 1Y rL Z_ .., � J � J ' Q Z o� Q W -_Im8 O W LLmm Z �mm Z �+3�C 5 Z VI W CA Ln W } Q LL J LLI L) �OQwrn O=aaM a o-u) LL u GD DATE DRAWN 02/26/18 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMEP`---jNS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046' ••• 2x3: 2"x3"x0.050" �• !' 2x4: 2"x4"x0.050" _ co 4L u O 2 x 5: 2" x 5" x 0.050" - coo tu _ t-Z Z * OPEN BACK SECTIONS O !a- - 1x2: 1"x2"x0.040" I x 3: 1" x 3" x 0.045" ��i/��L •.�(� • •O SNAP SECTIONS 2 2 Snap: 2" x 2" x 0.045" i CHAIR RAIL MEMBER I I ; • • • • • x I I I I \��� 1p 2 x 3 Snap: 2" x 3" x 0.050" 3" x 3" x o.070" /� ! 1\\ 2 x 4 Snap: 2" x 4" x 0.045" POST I I I I I I I I PROFE SIONAL SEAL S SELF MATING (SMB) I I _ _ _ _ _ I I > 2x4SMB:2"x4"x0.044"x0.100" I I I E t 2 x 5 SMB: 2" x S" x 0.050" x 0.100" I I 1 1 2" x 2' x 1 /8" ANGLE W/ (4) #10 x 5/8" EACH SIDE 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" I I 2" x 2" x 3" x 1/8" ALUM ANGLE ❑ 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" 1"x 3" RC W/ 1/4" CONCRETE I I EACH SIDE OF UPRIGHT I I UPRIGHT CC t w w 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREW ANCHOR W FROM W/ 3/8" DIA x W CONCRETE I I O _ n' 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" UPRIGHT & AT 24" O.C. ANCHORS ON EACH SIDE KICK PLATE NOTES: C,% 2 x 10 SMB: 2" x 10" x 0.09T' x 0.398" (MIN. 2 3/4" EMBED.) (4) #14 x 314" SMS SCREWS 1. 0.024 ALUM 2. SCREWALL CORNERS lyl $ MINIMUM FASTENER EDGE DISTANCE: 1/2" I I 3. 100 B -120 B WIND ZONES USE #8 x 5/e" SMS 12" C/C ILL. Z D LL, O 6 ❑ a S MINIMUM FASTENER SPACING: 3/4" _ _ _ •, < 4. 120 C -140 8 WIND ZONES p� a m m L a c o.' USE #8 x 5/8" SMS 8" C/C W W z z CONCRETE SCREW ANCHOR: e d q a ° 5. 140 C -150 B WIND ZONES p Z SaIPSON TTTEN HD OR EQUIVALENT d ° z' • a USE #8 x 518" SMS s" C/C z Q z SHEET METAL SCREWS (SMS): e " 4 . a ` •ri ' ' 6. SCREW GIRT, BOTTOM RAIL & BOTH SIDES (� w W u u O Z Z 7 F TTW / BUILDEX OR EQUIVALENT d ,. 7. MAX KICK PLATE HT = 36" = 0 W f ; f a B 3" x 3" POST TO DECK CONNECTION DETAILS C CHAIR RAIL TO UPRIGHT DETAIL z ZCC A-2 SCALE: NTS A _2 / ` SCALE: NTS V ` G J - Q c coI Z 0a zws O Lu e~o N en z V1 W V 2 a N N to W `ei u F' li - - CONC. HEADER: WOOD HEADER 174' x 4' CONCRETE SCREW ANCHOR @ 24" O.C. WOOD HEADER: (1) 3/8" x W LAG SCREW INTO HEADER WOOD: #10 x4" WOOD SCREWS HEADER CONCRETE HEADER: SCREW #10 x 3" WOOD SCREWS, 6" @ 12 O.C. ANCHOR INTO HEADER I FROM GIRT & @ 12" O.C. CONC: - - - 1/4" x 2 3/4" CONCRETE - - - - - - - - - - - SCREW ANCHORS, 6" FA FROM GIRT & @ 24" O.C. N I LLJ 2"x2"OR2"X3"HOLLOW I HEADER I- SECTION GIRT — -- — �-.v _ _ ___ — - ❑ Q Q 2" x 3" HOLLOW _ ..- _ I It2"x SECTION Lu WOOD:SECTIONMAX 2"x3"HOLLOW W/#10x3"SMS-6" 0 z U2"x3" U Z N/8°3" LONG ANGLE (3) #14 x 3/4" EACH #10 x 4" WOOD EACH SIDE OF POST AND 24" O.C. MAX O 2 a (L M FLANGE @�SCREWS CONC: d U 1/4"DIAx4"CONCRETE 2"x2" x0.125"ALUMANGLE W! SCREW ANCHOR @ 24" O.C. I (4) #14 x 3/4" SMS INTO UPRIGHT DRAWN BY 2"x3" 2x3 UPRIGWAJI GD SECTION DATE DRAWN EXISTING HOST:�/ 02/26/18 - REVISION --1 1X2 TO HEADER DETAIL 0 _ C', 2X3 TO HOST STRUCTURE DETAIL A_2 SCALE: NTS B-2 POST TO HEADER DETAIL © _ A_2 SCALE: NTS A-2 SCALE: NTS ® _ SHEET NO: A-2 E ,+