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Home My WebLink AboutSHED PAPERWORKCONTRACTOR: Master Craft Aluminum DESIGN CRITERIA: Florida Building Code, specifically Chapter 16 Structural Design, and Chanter 23 Wood 2. AA ASM 35 and AA ADM] Specifications for Aluminum Stnu: ums, Part 1-A of the Aluminum Design Manual prepared by TheA]umimnn Association: and the AAF Guide to AluRimum Construction in High Wind Areas, 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, AppemRx I Section 105.1 2. BM -Load: 2 PSF 3. Wind Load: - 3A. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Basic Wind Speed, Figure 1609.3(3). State of Florida Debris Region @ Basic Wind Sped, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vvv=160 Vac=_116 MPRas. required by Local Judsdicllon 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Catenory Tvce I - Wood Shed: Non -Habitable. Dmmndi0ond S=pc ofworlc Does not include analysis of existing structure. Roof Tvce 1. Roof Type: EXISTING 2. Roof Metmial: EXISTING Foundation Dorian- Exbling concrete. No additional concrete concrete. No additional concrete footing or slab b Mulmd to resist the loachslab Is Mined to resist the loads imposed Pa. the existing slab by proposed construction If uPan the existing slab by the proposed If the existing slab baba minimum of 4" thick and in sound candition, free from structural auddne spallina or other dderlamdon, Soeclaratione The following specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Cody 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 writteq signed and scald authorization of Florida Aluminum Engineering, Inc. 3. Fasteners are required to be corrosion resistant. minhnum SAE Grade 2 or better zinc plated m ASTM B633, or coated stainless steel series -300'. or uncoated stainless steel series'400'.. 4. A0 Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center in center or 412 sums 6' from ends and 12' center to caner. 5. Door location shall be determined by contractor in the field 6. Where concrete speciticatiom 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 L- ASTMC 150 R Aggregates - Large Aggegme 3/4" max - ASTMC 33 iii All entraining +/-I%-ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable word vL Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bare- ASTM A615, grade 60 E Welded wke fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batehmg is not permitted. d Prepare and place concrete per American Concrete Institute Manual of Standard Practice. Ports 1, 2, and 3 including hot weather recomm=datiens. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the =tire subsurface area for tamhes 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 yellow pine and have a maximum moisture content of I5%. b. Pressure treatmems shall be osmosalts, carouse k-33, womansalts or celcum as recommended for the use condition. Pressure treated lumher shall be impregnated with a coa salt treatment in accordance with f.a. tt-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. c. Wall Sheathing: ARA rated Sheathng, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 304 felt paper, 10 mil polyethylene sheet or equivalent material. S. 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 window to Aluminum members and speck sizes as indicated on A-1. 9. Contractor shall provide any additional banking (aluminum, wood etc..) and anchors as required by the window manufacturers recommended procedures. 10. All glass panels within 24' of a door opening shall be oftempered 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 of liability not to exceed design and engineering fee. o E (STING .UMINUM EXISTING EXISTING o ROOF SCREEN ROOM CAR PORT I °D 2X4PT 16" O.C. (2) 2X4 TOP PLAT VINYL SIDING TO MATC TY-VEX VAPOR BARRIE 1/2- PLY CO 2UPT BOTTOM PLA1 L-O .. .... E H e R °0 EXISTING SCREEN ROOM EXISTING CAR PORT X A-2 0 IL Q j2 p 0 O a iv * o •'. I� ••tea ••---".. �-- 8'-6" ---I' 1 W W Z_ 3 Z W -i Z Z us CA W LL ll Ld 1 t�0 Z a� Z a� Z w U_ 0 H U �Zs cZ � t7 Zrc nn Q W �amm O LU LL W SCQNNFO <4C%(a O N loty N W W 0 W N FUQ�� W 6 Zcop o=g�0 O d K D fl, TP 01 /22119 A -_ 1 AO f ri tj ti 1/2-12• MN (2) 2X4 HEADER SCHEDULE OPENNO HEADER SIZE PTOdL' 3'-5"T05V' I (2)TxW 5'-S TO FB (2)TXIP 5'-7 TO IZB (2)Z'X12 BASED ON A MIN SOIL BEARING PRESSURE OF 1.500 PSF BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE THE SLABIFOUNDATION AREA SHALL BE CLEARED OF DEBRIS AND ROOTS AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE CONCRETE SHALL BE PER SPECIFICATIONS INTHE DESIGN SUMMARY. 1/4" DIA x 5 718" LAG -SCREWS W11 12" CIA ROOF / NEOPRENE FACED / WASHER ® 8" O.C. `1 Z'OVERHANG MAX HEADER SCHEDULE VINYL SIDING ON TY-VEX VAPOR BARRIER PAPER OR HOUSE WRAP ON 12" APA RATED SHEATHING 2X4 S.Y.P. ® 16" O.C. CONTINUOUS FROM BOTTOM OF BOTTOM PLATETO TOP OF TOP PLATE SHEATHING IS PART OF LOAD PATH TO GROUND. 2. IF SHEATHING HAS HORIZONTAL BREAD( IT CANNOT BE USED AS PART OF LOAD PATH -USE H2.5AT BOTTOM AND H.2 AT TOP OF EACH STUD. NAIL PATTERN: 8d 4"O.C. @ EDGES 8d 6" O.C. INFILL 2X4PT STUD @16"O.C. (1) 2" x 4" PT BOTTOM PLATE W/3/8" x 4" DIA. SCREW ANCHOR Q 2 O.C. H 2.5 AT 2X4 HORIZONTAL BLOCKING AT SHEATHING SPLICE (2)16d TOE NAILS EACH END (2) LSTA24 EA END H 2.6 AT ALL SIMPSON STRC 1 '-9 3/4" HEADER SCHEDULE OPENNG HEADERSCE UPT05'i' (1)PXB' 3'S'TO SI' (21SX8' 4-7T0138 I (2)YXIT P PLATE UBLE 2X 16d x 5 EACH SIDE IN :H HEADER ADER PER SCHEDULE .2X4PT STUDS MIN. :H SIDE OF OPENING I @24"O.C. AGGERED IPT STUDS @ 16" O.C. TTOM PLATE IGLE ZX PT IPSON STRONG TIE _'* TYPICAL WOOD FRAME WALL @ DOOR SECTION A-2 SCALE: NTS H 2.5 AT 2X4 HORIZONTAL BLOCKING AT SHEATHINGSPUCE (2) 16d TOE NAILS EACH END (2) LSTA24 SIMPSON � -t UL A. IT2 CD O p' 13:w co * W a O iop F HEADER SCHEDULE OPENNG HEADER SIZE UPT034 (2)2X8' J'-5"T05'w (2)2'XV 5'-5"TO Vd (2)YX1P 0'-7 TO 176 (2)ixli TOP PLATE DOUBLE ZX 3- 16d x 5 EACH SIDE IN EACH HEADER HEADER PER SCHEDULE 2 - 2X4PT STUDS MIN. EACH SIDE OF OPENING Ed @ 24" DC STAGGERED 2X4PT STUDS @ 16" O.C. BOTTOM PLATE SINGLE 2X PT CC LU LLi Lu a Z Tn C7 � UU Z J O' Z az O av 1- z Ln W W 0 J LL 0 _ CL zU Z�ci E I =ZIA a� a Lu Wdas 0 Zvi m I OZ3 s LL LL I N VI W Cc Lu oi Zz w a =Swa K � Ual U0 d �<O _ DLL DRAWN BY TP DATE DRAWN 01 /22/19 S TYPICAL WOOD FRAME WALL SECTION \,,A-2j SCALE NTS B-B TYPICAL WOOD FRAME WALL 0 WINDOW SECTION A-2 SCALE: NTS /wa