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HomeMy WebLinkAboutENGINEERINGDESIGN CRITERIA: W 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. Wind Load: 1.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 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: Vmt = 15- 0 MPH, VAsn = 116 MPH 1.2. Exposure Category, Section 1609.4.3: Exposure B 2. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: EXISTING 2. Roof Material:EXISTING. 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, spallmg, 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 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. 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: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 35 iii. Air entraining+/- 1 % - ASTM C 260 iv.Water reducing agent- ASTM C 494 v. Clean Potable water -.i. 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. 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 indicate rExposuff d. Aluminum members that -are -uncoated slr� " sep�from PT lumber by 30# felt paper�,-1 po yethylene 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 engineering fee. 1vOVl%ir KU11V Z BEEN ED USING THE ADVANCEDTECH EO COUNCIL'S WEBSITE f�7 'b SC'(S AND GOOGLE EARTH. ST. LUCIE COUNTY - BUILDING DIVI REVIEW FOR COM E REVIEWED B SCANNED DATE �� PLANS AND ERMIT 8t ,Lude cou MUST BE KEPT N JOB OR NO INSPECTION WILL BE MADE DESIGN PRESSURES FOR WINDOWS / DOORS: +25.9 PSF / -34.7 PSF 2X3 o 1 "' X X EA- 2N M 2X3 L( DJ=1 A- 3'-0" 5'-9" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORflECTIOgS REQUIRED by FlaD I&VFECTORS THAT MAY BE NECESSARY IN ORDER TO C014PLY WITH ALL APPUCAAE CODES. KV I tb rIN I 3'-11" 3'-11" B-2 B-1 A-2 Fl-2 2X3 2X3 = - to i n O o X M r 2X3 II () A 2X3 M 2 "7°''15C3RE, 4;p.;�1;)�312G'•"�: NMI M \-24" STUCCO (TYP) _ ',ONCULED FASTENERS OR ATiACNI�I�g ARE THE RESnA PONSIBUTY OF THE CONTRACTOR OF RECORD • '. -0 0 1 «. flo 1 N 0 [5 ❑ Ir W W 0 d a LU li m 11_ Z§ Q� 7 UJ LU oc Lu LU c�Z Gz Z UJ W Z5 2z QZ Ou Zu Z r= o= W I-LL W-e C Z ti _I V H F- Z Z$ 00 N R t HS QLLI wJTa+ Q LJJ � W N N U Z Q n N 3�n :DZRnn- to W d "g (/1 S cN W E n LL a W a LL1 z YU�LCC-) rn QWXV- w�aLL Gam. DRAWN BY MW DATE DRAWN 07/02/18 REVISION SHEET NO: A-,l ALUMINUM MEMBERS DIMENSION---- ' ' -� �� HOLLOW SECTIONS 2x2: 2"x2"x0.046 \���'� �• y�l/���// 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" \\ /�_•• 2 x 5: 2" x 5" x 0.050" Z �: u- Q: o Q OPEN BACK SECTIONS I I - 0) - ' Z _ W q! ; � Q O Z= 1x2: 1"x2"x0.040" 1"x3"x0.045" D-'. V6 ' Qz_ 1x3: i� I I (n�, SNAP SECTIONS I I I I CHAIR RAIL MEMBER i ' •' 2 x 2 Snap: 2" x 2" x 0.045" 2 3 Snap: 2" 3" 0.050" i i • 0. i i i,�/ \ • • • , •' \\ J*• Q x x x 3" x 3" x 0.070" --,,I I '�// �•�• 2 x 4 Snap: 2" x 4" x 0.045" POST I I p�\` SELF MATING (SMB) — — 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" I I 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 1 1 2" x 2" x " ANGLE W/ (4) #10 x 5/8EACH SIDE 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" I I 2" z 7' x 3" x 1/8" ALUM ANGLE � 2 x 7 SMB: 2" x 7" x 0.057"x 0.120" 1"x 3" RC W/ 1/4" CONCRETE I EACH SIDE OF UPRIGHT I I UPRIGHT 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREW ANCHOR 6" FROM W/ 3/8" DIA. x 3" CONCRETE I I ui Ld 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" UPRIGHT & AT 24" O.C. I I (MIN. 2 3/4" EMBED.) ANCHORS ON EACH SIDE I I u a n. 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" till (4) #14 x 3/4" SMS SCREWS Lu m 0 MINIMUM FASTENER EDGE DISTANCE:1/2" I V- O w = MINIMUM FASTENER SPACING: 3/4" 4 ° ° � m J m � • CONCRETE SCREW APICHOR ' " °� ° a , W z 02 SIMPSON TITEN HD OR EQUIVALENT ° " ° 4 Z Q SHEET METAL SCREWS (SNM: 4 ' ° u " ° W O u Z u ITW / BUILDEX OR EQUIVALENT ° " W I --Cc ii B 3" x 3" POST TO DECK CONNECTION DETAILS C CHAIR RAIL TO UPRIGHT DETAIL A-2 SCALE: NTS A_2 SCALE NTS V SZ ` J Z r Z$ g c Q W ul 9 W Lu 'u O Zinn Q N N Z (9 o m Z i'� iC Cc yJy1� Ln W am- I U F ¢LL LL CONC. HEADER: 1/4" x 4" CONCRETE SCREW ANCHOR @ 24" O.C. WOOD HEADER: WOOD HEADER: EXISTING SCREW INTO HEADER I WOOD: #10 x 4" WOOD SCREWS HEADER @ 12" O.C. CONCRETE18"x3"LAG (1) 3/8" DIA. x 3' CONCRETE SCREW #10 x 3' WOOD SCREWS, 6" ANCHOR INTO HEADER FROM GIRT & @ 12" O.C. 1 I CONC: - - - - - 1/4" x 2 3/4" CONCRETE SCREW ANCHORS, G' %Y FROM GIRT & @ 24" O.C. I 2" x 2" OR 2" X 3" HOLLOW I / I TING ING HEADERW J Q SECTION GIRT --- — —� 2"x3"HOLLOW I — — - — -- --I ------ — — — — — Q OU z 1 I SECTION I I I I J t2" x 2" x 1/8" 3" LONG ANGLE WOOD: 2" x 3" HOLLOW2" SECTION x 3" W/ #10 x 3" SMS - 6" I I MAX EACH SIDE OF POST Q W Y U I W/ (3) #14 x 3/4" EACH #10 x 4" WOOD SCREWS @ 12" O.C. I I I I AND 24" O.C. MAX O o_ J 11 Q W Of FLANGE CONC: I I I I c) � - 1 1/4" DI x 4" CONCRETE - - - = = --- `' CL 11 SCREW ANCHOR @ 24" D.C. __- ----- - -- - - (4) #14 x 3/4" SMS INTO UPRIGHT DRAWN BY -- - -- - - i SECTION UPRIGHT I MW DATE DRAWN - - EXISTING HOST 07/02/18 REVISION B' 0 3 TO HEADER DETAIL C-1 2X3 TO HOST STRUCTURE DETAIL A_2 SCALE: NTS B-2 POST TO HEADER DETAIL A_2 SCALE: L NTS A_2 SCALE: NTS © ` SHEET NO: A-2-