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HomeMy WebLinkAboutTRUSS PLANS`CONTRACTOR: Master Craft AluMT M DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, 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: N/A 2. Dead Load: N/A 3. Wind Load: 3.1. 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 hA VASD = 124 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 RoofType 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 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 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 - 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 terrnites 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. 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 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 30# felt paper, 10 mil polyethylene sheet or equivalent material. 8. 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. 9. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 10. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 11. All flashing and weatherproofing shall be provided by the contractor. 12. Use of these plans acknowledges and accepts a limit ofliability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETER' "",D USING THE ADVANCED TECHNOLOG' r ,'OUNCIL'S WEBSITE AND GOOGLE EARTH. >< ' 2X3 N N 3x3xo 711 2X3 7'-0" 24" STUCCO (TYP) ALL ELECTRICAL TO BE INSTALLED PER 5TH EDITION (2014) FLORIDA BUILDING CODE COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF / -40.7 PSF 4 / F/0 -Wlq ST. LUCIE COUNTY BUILDING REVIEWED FOR COMPLIAN(;E: REVIEWED BY DATE_ / - PLANS AND PERMIT MUST BE SITE OR NO INSPECTION(S) 1, 4'-1" 4'-1" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CORMCTOR OF RECORD .1 'T p. 2 O a. W C) d Q O ; PT ON JOB -L BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY Its ORDM TO COMPLY WITH ALL APPLICABLE CODES. 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AU)y mK U 7 Z X O W W N DO -uD 0 9 2 M!q z ((!!ff m G) m 0 -- O rnaM �¢M to MJ-.1 rt cn � y m "T L a Z fa a h -TiM x O N xX 9 m r I _ � I I �Zr c*, �e 0 C> Lp m� rn co c©� cn �a C'j O + _o —------- i PROJECT ADDRESS: FLORIDA ALUMINUM PROFESSIONAL ENGINEER W > m DI MORTON ENGINEERING, INC. H SR ; v W 6 BOLERO 54M MARINER STREET SUITE 110 THOMAS P. ARNETT, P.E. Z z FORT PIERCE FL3495, TAMPAFL33609 TEL (813) 374 2403 LICENSE No. #46043 z z � FAX: (813)374.4516 FLORIDA LICENSE: CA UC. NO.32807 -11 NO.4604Ci I ,o STATE O 7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. ©COPYR W N •ter :_ ., x * b G,Zi X Z r O p m m D C_ z p 2 +� c-mu :a x O x�? xmm0 w m�� w_ 0 0)r-� 1 'D O�K Z m� =nn0 00 co; ;� x w m-nx j w �oZA rn v�O n m @o D x Om0< O m02ch 2 O a DO Smz Onm > cn m x o �>_ cr) czi w 0 z K ZmoO x" o '� a, gmuo zxz�j0< ��, mx �o��Oz AAg NOX -ma co ZO 0f� > (n PiiN OO 'DO= Z20 D x n T T Z *S D n z 0 co w ���0`m �=n mT DC ;u m0� m0 rr0 L �mm DZ 0O z c) C e 4 G) o—I r 0 � Iv ° °•ia .. co p p �Dn m 4 m j 0 om -: a .. .d: • '> 3� 'C X m i O-u C Z pm w �x G) Oj zw �% n`z --In" px 30 zW o m X m� rn w m a czi � h Sty � 9 ay •V O e-{ �>C=rn m r- -< 5i cn -al -e e ""n�' S{il-GC')ca 0 —1 n � 'm'A — -4 F V+rn O 0 � s w m- 0 rn 0 n m v�cn�v go Q� N A A ©DD v PROJECT ADDRESS: FLORIDA ALUMINUM PROFESSIONAL ENGINEER w m �-, C3 1 ^' D MORTON 6 BOLERO ENGINEERING, INC. w v 5WMARINER MEETSUITE110 THOMAS P. ARNETT, P.E. Z 9 , , , , o 7o s D Z m FORT PIERCE FL 34951 TAMPAFL33M TEL• (813) 374-2403 LICENSE No. #46043 Z Z FAX. (813) 374-4516 FLORIDA LICENSE: CA UC. NO.3M7 NO. 4604 3 STATE O ' �0.•�• 'O4 OR \OI��Cr.�� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDAALUMINUM ENGINEERING, INC. ©COPYR Jo 9 FILE COPY I I •• ' is 1, F ECOI r