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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Aluminum DESIGN CRITERIA: i 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 2. 1.2. 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: VwT =160 MPH, V-o =124 MPH 1.3. 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, 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 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 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: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 - iii. Air entraining +/-1%- ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - AS71M 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 Ip-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. 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. WIND SPEF-" - NID EXPOSURE HAVE BEEN DET]_ LINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. SCANNED BY St. Lucie County $'-0" EXISTING TRUSS LL W N6 z 0- ���illllll,�\ PROFESSIONAL SEAL 24" STUCCO (TYP) COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: +30.44 PSF / -40.7 PSF THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPMA01.1000901 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONWCTOR OF RECORD IF06 �0556 ST. LLTCTs' COUNTY RT ' y MS] R,_F-,�iLTFVVED FOR C© L- T E "vVv-D BY DATE PLAINS AND PERIIIIT (MUST BE INEPT cRN.0 INSPECTION WILL AE NIA-0-S. 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DRAWN BY KK DATE DRAWN 04/11/18 SHEET NO: A-1 LM ti x t: s C U O ALUMINUM MEMBERS DIMENSIC I HOLLOW SECTIONS `V.•'�� v �/i 2x2: 2"x2"x0.046" �� 2 x 3: 2" x 3" x 0.050" ��• 2x4: 2"x4"x0.050" L O 2x5: 2"x5"x0.050" co o W Q = 0- : LLI Q Z = OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" I I �j j c~n 1 x3: 1"x3"x0.045" Cq SNAP SECTIONS I I I I 2 x 2 Snap: 2" x 2" x 0.045 CHAIR RAIL MEMBER i // L ,� • • , • • 2 3 Snap: 2" 3" 0.050" I I RO �,\` x x x 3" x 3" x 0.070" 2x4Snap: 2"x4"x0.045" POST PROFESSIONAL SEAL SELF MATING (SMB) I I _ — — — — I IL 2x4SMB: 2"x4"x0.044"x0.100" IN 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 1 I 2" x 2" x 1/8" ANGLE WI 2x6SMB: 2" x 6" x 0.050" x 0.120" I I I I ANGLE (4) #10 x 518" EACH SIDE El 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" 2" x 2" x 3" x i /8"ALUM 1"x W RC W/ 1/4" CONCRETE I I EACH SIDE OF UPRIGHT UPRIGHTCC 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREW ANCHOR 6" FROM I I W/ 3/8" DIA. x 3" CONCRETE I I u W w d 2 x 9 SMB: 2" x 9" X 0.072" x 0.124"-' UPRIGHT & AT 24" O.C. I I ANCHORS ON EACH SIDE U 2 x 10 SMB: 2" x 10" x 0.092" x 0.398'> (MIN. 2 3/4" EMBED.) (4) #14 x 3/4" SMS SCREWS I LLIF en ce c �y MINIMUM FASTENER EDGE DISTANCE: 1/2" I I Q W OC cc v p MINIMUM FASTENER SPACING: 3/4" - — — — — - a a s � a m J m W d f CONCRETE SCREW ANCHOR: i; s c.° < I,=,I Z H z p z SPSON TITEN HD OR EQUIVALENT IM " ° ° a ' < ' z Q z SHEET METAL SCREWS (SMS): �. 'z �% O u Z cu'i 1TW / BUILDEX OR EQUIVALENT ` ' Z W M O I- - c B 3" x 3" POST TO DECK CONNECTION DETAILS C+ CHAIR RAIL TO UPRIGHT DETAIL A-2 SCALE: NTS A_2 SCALE: NTS Z V J J fn s Q ao Z b N aQ H- Z^ m$ U QW -tea+$ O W m m Z U Z aNn Z (D � Z o :n W CONC. HEADER: 1/4" x 4" CONCRETE SCREW ANCHOR @ 24" O.C. WOOD HEADER: WOOD HEADER: EXISTING (1) 3/8" x 3" LAG SCREW INTO HEADER #10 x 4" WOOD SCREWS @ 12" O C HEADER CONCRETE HEADER: (1) 3/8" DIA. x 3" CONCRETE SCREW ANCHOR INTO HEADER ATTACH 1" x 3" WITH CAULKING NSCREW (4) #10 x 11/2"INTO M4HEADER TING Wj BOSS j / I N 2" x W HOLLOW .............. _ ............ . Q E- SECTION j 2" W HOLLOW I b co W WOOD: x SECTION 1 2"x3" W/#10x3"SMS-6" `u Q M W #10 x 4" WOOD SCREWS g " MAX EACH SIDE OF POST AND 24" O.C. MAX Z W 6) N O Z U) a 2"x2"OR2"X3"HOLLOW @' 12O.C. CONC: w = CV SECTION GIRT 1/4" DIA x 4" CONCRETE 2" x 2" x 0.125" ALUM ANGLE W/ U T LL SCREW ANCHOR @ 24" O.C. (4) #14 x 3/4" SMS INTO UPRIGHT DRAWN BY 2"x3" 2" x 3" HOLLOW - SECTION UPRIGHT KK DATE DRAWN EXISTING HOST 04/11/18 REVISION r!—NX3 BA 9X2 TO HEADER DETAIL 0 _ TO HOST STRUCTURE DETAIL SCALE: NTS A_2 SCALE: NTS B-2 POST TO HEADER DETAIL 0 A_2 G A _rf !1 G SCALE: NTS Q _ 3 SHEET NO: A-2--i AO D (� W N •Y N ;r e'>.. O 0 X Z m co i.tv D C Zm � mDX Damn; x Cc -mu X 00 =w mco0 °? �3n'im v yX SmcX i� ��"X M. ��'� X T. �� o z�0 z m gzo-� @0 0 mx< Zm� --II A 2�0 O�2 y Z G� CA)Z ao z < PROJECT ADDRESS: SUNCOAST ALUMINUM ENGINEER OF RECORD CHINN ENGINEERING, LLC. 14252 AVESTRUZ 13630SHSTREET NORTH SUITE 101 THOMAS P. A:46043 P.E. BT FT PIERCE CLEARWATERFL33760 FL LICENSENUMBER:46043 FL 34951 TEL (727)S32-9000 FAX: (727) S32-9008 RONALD J. LEDER JR, P.E. FLORIDA LICENSE: CA #28841 FL LICENSE NUMBER: 68160 \\\Ni•. .,I//, P. 0 00ENgF ••�%` 0— No. 46043 ` cn o_ `� .• STATE OF S. 1111111W NnT Tn RF RFPRnn tIrFn IN WHn1 F nR IN PART WITHnl1T THE WRITTFN PFRMIRRInN nF RIINrnA,RT Al I ]MINIIM FNrINFFRINr. I I r ©r0PVRIrHT 9