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HomeMy WebLinkAboutPROJECT INFORMATIONCONTRACTOR: Southem Screen Solutions Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2020) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI. Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-16. Loading Criteria 1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 1 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: VUT =150 MPH. Nominal Design Wind Speed: VASD =116 MPH. 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: Category Type 1- Patio Cover: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" 0.030" American Metals Supply Riser Panel, Florida Product Approval Number FL 16952-R3 Foundation Design Existine concrete. No additional concrete footing or slab is reauired 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 7th Edition (2020) 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 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. 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. W ater 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 bitching 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. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. I of 3X3XO.093 POST 4 13'-4" — 2X6SMB EDGE 2X3XO.050 BEAM EDGE BEAM (o 3"X12"X'O.03O" I RISER PAN o) S-3 2X6SMB of A-� EDGE A BEAM 1'-0" 22'-0" A- 2X3XO.050 EDGE BEAM 1'-0" �8,-4"� to I 3X3XO.093 POST ° ,08' Foy R�V1EwMp�opNCE Go�`UN c E ��u� g'f . BOGC O" UJ lid W ti Z • nn ig- La W Z Z V) Z � W Li UL. O L 3= fl � U m Z N Ci qt 6 z 1= (� pppp,,, N/1 p, q `" rmN U J Z s J rZ RLLm^ IJJ wam� E; W UJ ig2 .. a z o Z_ 1~4;§ m in in..J W U. o W to � to Z W W � Q in O O -WX LLJ OQacNo 0 X M d (9MLLLJi TP DATE DRAWN 07/'30/21 REVISION N I SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS ®� * HOLLOW SECTIONS ����� �( d/ ��i' 2x2: 2"x2"x0.046" • • • `�%���• ••• • ••'•. 2 x 3: 2" x 3" x 0.050" a� �i� 2 x 4: 2" x 4" x 0.050" •� �' �(/ cM LL A. i y 2 x 5; 2" x 5" x 0.050" tr CID O O OPEN BACK SECTIONS :Z = V • H ; 1x2: 1"x2"x0.040" o 1x3: 1"x3"x0.045" j O vl O SNAP SECTIONS o Z '•.••• ••� !` 2 x 2 Snap: 2" x 2" x 0.045" #14 x 3/4" SMS W/ � 0 1- Xy ��: ,� CED • •, Q� `� I I WASHER @ 4AO.C. ,,j �CII®IP 2 x 4 Snap: 2" x 4" x 0.045" �, 3" x 3" x D.093" SELF MATING (SMB) POST 2 x 4 SMB : 2" x 4" x 0.044" x 0.100" I � 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" I I W uu 2 x 6 SMB:. 2" x 6" x 0.050"x 0.120" I I W d 2 x 7 SMB: 2" x 7" x 0.057"x 0.120" (2) 3/8" DIA. CONCRETE M 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" SCREW ANCHORS (3" CONC. EMBED) I I INTERNALIEXTERNAL I J C� 0 z W tp 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" I I 3" x 3" x 118" EXTRUDED PANIPANELRISER W z POST BASE W/ (2) 318" MINIMUM FASTENER EDGE DISTANCE:1/2" DIA. THRU BOLTS T 3/8" DIA. THRU BOLTS Q p Z Z MINIMUM FASTENER SPACING; 3/4" o CL Lo (ACONCRETE SCREW ANCHOR: '' " •'° @ a ( 2" x 6" SMB W Li TITEN HD OR EQUIVALENT ;, , a •• ° ''' ° LL. SHEET METAL SCREWS (SMS): 3" x 3" x 0.093" O IT W / BUILDER OR EQUIVALENT °' " '°' < . 4 ( POST V ° S Z B 3" 3" POST RISER PAN ROOF TO POST CONNECTION ZZN iL x TO CONCRETE CONNECTION DETAIL SCALE: NTS _ul .. CL• z A-2 SCALE: NTS A-2 (,4 R N qq u ©. W ecd�9p z vz� ® �� Z N � OZs co —j W c LL- o EXISTING EXISTING HOST WALL #12 SMSx 3/4" W/ NEOPRENE FACED HOST #12 x 3/4" SMS W/ WASHER @ 12" O.C. WALL NEOPRENE FACED 3" x 12" RISER ALONG LENGTH j WASHER @ 4" O.C. PAN PANEL OF ALL END BEAMS / 2" x 3" PB W 3" x 0.062" EXTRUDED RECEIVER CHANNEL W/ #14 x 3/4" SMS / @ PANEL RIB / T Q ® Z m 0 f m / 3/8" DIA. I I m 0W Q U CONCRETE: THRU BOLTS ® — - J 0_ b Z LLI / (2) 114" x 3" QUICKSET ANCHORSINTO WALL (3 TOTAL) Q N W 0 D- 00 1 1/2" x 21/8" x 1 1!2" x 3" x 0.062" ` WOOD: 2" x 6" SMB I I 1 118" x 21/8" x 1 1/2" x 0.062" x 3" LONG �� m E3 w #14 x 3/4" SELF -TAPPING ALUM RECEIVING CHANNEL / (2) 1/4" x 3" LAG SCREWS ALUM RECEIVING CHANNEL W/ (3) I I #14 x 3/4" SMS EACH SIDE OF LL' m LY 0 co J SCREW W! NEO-WASHER W/ (3) #14 x 3/4" SMS EACH / INTO WALL BEAM & (2) 3/8" DIA. THRU BOLTS U co W LL 3" RISER PANEL @ 6" D.C. / SIDE INTO BEAM I I INTO POST INTO DRAWN BY 3" x 3" x 0. CONCRETE: (1) 1/4" DIA. x 21/4" SCREW / I TP DATE DRAWN TYPE MASONRY t ANCHOR @ 12" O,C. / 07/30/21 WOOD: � REVISION (1) 1/4" DIA. x 3" LAG SCREWS @ 12" O.C. S-3 © _ S-1RISER PANEL TO HOST CDNNECTION DETAIL S-2 RISER PANEL TO CORNER POST CONNECTION BEAM TO HOST STRUCTURE ATTACHMENT DETAIL n �-2 SCALE: NTS 4 - A_2 SCALE: NTS �`1 /�-2 SCALE: NTS / ` ��� SHEET NO: A--2