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HomeMy WebLinkAboutBuilding PlansCONTRACTOR: TRI-COUNTY ALUMINUM, INC. DESIGN CRITERIA: 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 AA ADMI Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 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: V-T =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 / Screen Room: Non -Habitable, Unconditioned RoofType 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida Product Approval Number FL 18464-R1. Foundation Design Existing concrete. No additional concrete footing or slab is required 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 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. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. 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. 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 A. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM Al85 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 flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 10'-0 3X3X0.090 POST �o I bb 3X3xo.090 POST +�- 8'-6' 10'-0' 3x3xo.oso POST 1X3 .o (TYP) •�I �I 2X33GRT (TYP)OP3P ST 0 2XDJ 1n �J 2XDJ a 3X3X0.090 POST 8•-s• / S-2 l / S-2 `'- -11 Cl) d•.yy. 2 CD LL a: (0 * L �¢ .1•_0• A-3 A-3 1•_ 81-0' 6'-0' 8 -8' 8'-8' 8'-8• 7'-4" T-4' T-4- 2X5SM6 2XSSMB 2X5SMB 4TH WALL 4TH WALL 4TH WALL 2X3XO.045 2X3XO.045 3'X12'X0.019' 2X3XO.045 2XV0.045 END BEAM END BEAM RHINO PAN END BEAM END BEAN c C N -ol 2XSWB 2XV0.045 3 2X5SMB _ L EDGE j A-3 A-3 EDGE BEAM A-3 ft :12--0' 26'-0' 22'-O' 60'-0' A-3 3'X12"X0.019" RHINO PAN 3 3X3X0.090 3X3XO.090 3=0.090 3X3X0.090 7 A-4 POST POST POST POST Oj 3X3X0.090 3X3X0.090 3X3X0 090 3X3XO.090 3=0.090 o POST POST POST POST POST iX3E(!) 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TP 1 x 3" BASE PLATE c a 4- ° DATE DRAWN ANCHORED TO CONIC W/ 1/4" ` °', d• .0 e " ' 09/15/20 CONCRETE SCREW ANCHOR • ° < ; a '. ° . (MIN. 1 1/4" EMBED) A4 ° REVISION 8" MAX EACH SIDE OF POST AND 24" O.C. MAX 8"' °e• : " 4 e a '-w C CHAIR RAIL TO POST CONNECTION DETAIL 2 _ FRONT VIEW A-2 SCALE: NTS AS - DJ-1 UPRIGHT TO CONCRETE . PRE -HUNG �� a _ SHEET NO: A_2 DOOR LOCATION DETAIL �® SCALE; NTS IL Ate. ee�gfl IIIfIfI/// 3" x 12" RHINO #14 x 314" SMS W! PAN PANEL NEOPRENEFACED \\\ \\ '� �•'••. �� WASHER 4" O.C. #14 SMS x 3/4" W/ •.••• ' •••./���I�, @ NEOPRENE FACED O.C. `�� ; WASHER @ 12" ALONG LENGTH ; �!/ LL 6- • 2� OF ALL END BEAMS _ `� Z O O Q •: • wa w J w a ¢ ~ dp U d O; FLASHING i •• % O ••••� (n <(V�• I I BY Z OTHERS �j',O •; Gj 2"x3"TOP RAIL - NO ANGLE REQUIRED UNLESS I I RISER #14x3/4'SMSW/ t, •••• •••••• .• `�\`� J SPLICED ORCORNR- Q ATTACH W/ #10 4. 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ALONG LENGTH 3" x 12" RHINO NEOPRENE FACED W x 12" RHINO ALONG LENGTH OF ALL END BEAMS PAN PANEL WASHER @ 4" O.C. PAN PANEL OF ALL END BEAMS 2" x 3" TOP RAIL w/ (4) #10 x 4" SMS I INTO POST ° 2"x2"x3"LG W 0 ^ _ x 1/8" ANGLE ® 0 a 2" x 3" x 0.046' © I END BEAM ° I EXISTING BUILDING/ _ _ I • 2" x 3"x 0.045" I I • END BEAM ° �(4) #10 x 3/4" Z w z W Q '� ( ) 3/8" DIA • _ _ - - ° I SCREW BOSSES W J THRU BOLTS W _ _ - - I - — — — - ` - (2) INTO TOP RAIL I LLJ W z 1 1/2" x 2118' x1 1/2" x 0.062" ALUM I I (3 TOTAL) (2) INTO POST � Z pj Z Q I W! 3) # 2Ex 31/4GSM EACH ( I 2" x 5" SMB 1 1/8" x 21/8" x 1 12" x 0.062" x 3" LONG I I ALUM RECEIVING CHANNEL W! (3) 2" x 5" SMB y y O SIDE OF BEAM & (2) 3/8" DIA I I #14 x 3/4" SMS EACH SIDE OF -1 f1 ? co 0_ LL THRU BOLTS INTO THE POST I BEAM & (2) 3/8" DIA. THRU BOLTS Iul, 1 1/8" x 2" x 1 1/8" x 5" x 0.062" I DRAWN BY 3/8" DIA THRU BOLT I I 3' 3" x 0.090' INTO POST ALUM RECEIVING CHANNEL TP x W/ (4) #14 x 3/4" SMS INTO x 5" SMB i POST EACH SIDE OF2" DATE DRAWN #14 x 1" SMS INTO CORNERMPOST - _ r 09/15/20 POST REVISION 1 - S-3 HIND PANEL TO CORNER POST 4TH WALL DETAIL SCALE: NTS A-� S-4 A-�] RHINO PANEL TO CORNER POST CONNECTION SCALE: NTS KS-5 HINO PANEL ROOF TO POST CONNECTION ^� _ /'1 J J A-3 SCALE: NTS ��1 SHEEP NO: ovsA 3 .j 3” RHINO PAN ROOF PANEL #14 x 314" SMS W/ NEOPRENEFACED 2" x SMB WASHER @ 4" O.C. EDGE BEAM I I 12 I \\ \\ i I I I 2" x 3" x 0.045" \ KNEE BRACE 1 1/2" x 21/8" x 1 1/2" x 0.062' x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & I I (3) #12 x 3/4" INTO POST i I 3" x 3" x 0.090" POST I S-7 KNEE BRACE CONNECTION DETAIL A-4 SCALE: NTS #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 12" O.C. ALONG LENGTH OF ALL END / CROSS BEAMS 2" x 3" x 0.045" END BEAM �� 1�jw „��� ........... 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