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HomeMy WebLinkAboutBuilding PlansWIND SPEED AND EXPOSURE II CONTRACTOR: 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 of the 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: Vmr =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 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 34' 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 - AS'IM 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 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. 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(MIN. 3" EMBED.) DIA. THRU BOLTS Q Q MINIMUM FASTENER EDGE DISTANCE: 1/2" Z Z C- Lu MINIMUM FASTENER SPACING: 3/4" — — — — — O CONCRETE SCREW ANCHOR "4 b e e LLJ Lu O J SIMPSON TITEN HD OR EQUIVALENT :+ ` ' a'• : ' '°. d • ' 0 SHEET METAL SCREWS (SMS):cc e: ' ; +: '• = ITW ! BUILDEX OR EQUIVALENT +4,' • . ®e . ° e +a... d + a : . c + ' a V o Z m B 3" x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL A_2 SCALE: NTS A—Z SCALE: NTS != „ c C N m m z wwm Jnr, tQ1 Qz Q .m•� .m•I w W z ¢I-, - V 1/8" x 2" x 2" EXTRUDED z winO ANGLE 5052 H-32 ALLOY Q W W/ (4) #14 x 3/4" SMS I e ® LL INTO DJ ® o T..21/4' + 'eBEDMEMSEE CDNCSLAB/FOOTING PLAN a' CHAIR RAIL MEMBER Ln LLJ D z SIDE VIEW — — — cc 0 g ---- — -- 0 0 U W (1) 3/8" DIA. CONCRETE I / " Q Z U = J J SCREW ANCHORS / �i UPRIGHT 1 x 1" x 1/8" ANGLE W/ I (2 1/4" CONC. EMBED) PRE -HUNG (2) #14 x 5/8" EACH FLANGE EACH SIDE OF UPRIGHT Z DOOR JAMB ' I POST x 0.090" S Zy N O J >�D_LL DRAWN BY TP 1"x 3" BASE PLATE a ' DATE DRAWN ANCHORED TO CONC W/ 1/4" . ° CONCRETE SCREW ANCHOR ° + ? ' a• ;< n .. ' ° 09/15/20 (MIN. 1 1/4" EMBED) T6"' n .,, a • : REVISION 6" MAX EACH SIDE OF POST <;• ° +° , 1 AND 24" O.C. MAX ° °'� ''• C CHAIR RAIL TO POST CONNECTION DETAIL _ FRONT VIEW A_2 SCALE: NTS a �®v © _ DJ-1 UPRIGHT TO CONCRETE PRE -HUNG SHEEP NO: A_2 DOOR LOCATION DETAIL SCALE: NTS A 3" x 17' RHINO PAN PANEL/ #14 x 3/4" SMS W/ �••.�� o NEOPRENE FACED #14SMSx3f4"W/ ���,� • •cv) WASHER @ 4" O.C. ED NEOPRENEFAWASHER _� ,• • •�'• �Z,,i @ 12'CO.C. ALONG LENGTH - �� st 0 0 OF ALL END BEAMS + . 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THRU BOLTS z a Z 1 /8" ANGLE _ _ _ THRUIBOL S d 2" x 2" x 3" LG x I I O N x 1/8" ANGLE 2" x 5" SMB I u► QC W - - - - - - -- I ( 2" x 5" SMB 3" x 3" x 0.090" I I I W G V (4)SMS (4)SMS POST I ILL 0 = J INTO INTO - x 0.090" I I i SCREW BOSSES-------' OSSES I I SCREW BOSSES I I POST - - - (2) INTO TOP RAIL (2) INTO TOP RAIL I I (2) INTO POST (2) INTO POST I I I CONNECTION AT CORNER CONNECTION AT SPLICE U S-, ROOF TO POST CONNECTION S-2 RHINO PANEL TO POST 4TH WALL DETAIL o z Z ; HINO PAN /� SCALE: NTS A'3 - M to d G S A_3 SCALE: NITS z (D § N q CJ X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT Li Z Went�g S ��• J m M LL A_3 SCALE: NTS a W Wdao a`o 2 QLIB Fe Z ~ W LIB � N H LL 0 O Z $in J W LL #14 x 3/4" SMS W! #14 x 3!4" SMS W/ #14 SMS x 3/4" Wl NEOPRENE FACED FLASHING BY #14 SMS x 3/4" W/ NEOPRENE FACED WASHER @ 4" O.C. 3" x 12" RHINO NEOPRENEFACED WASHER @ 4" O.C. OTHERS NEOPRENEFACED PAN PANEL WASHER @ 12" O.C. #14 x 3!4" SMS W/ WASHER @ 12" O.C. ALONG LENGTH 3"x RHINO NEOPRENE FACED 3" x 12" RHINO ALONG LENGTH PAN PANEL OF ALL END BEAMS OF ALL END BEAMS PAN PANEL WASHER @ 4" O.C. 2" x 3" TOP RAIL / w/ (4) #10 x 4" SMS INTO POST I y CL ---- --. - - -- v� pw ° 2" x 2" x 3" LG LLI U Z x 118" ANGLE U g • 2" x 3" x 0.045" ° I EXISTING ® 2" x 3" x 0.045" ° (4) #10 x 3/4" Q 0 U - 0- END BEAM ° BUILDING 11:OLTS I ° END BEAM I ° " - ' J ® - - - - - - - I SMS INTO t�Q' w m / THRU BOSSES I (2) INTSCREW O TOP RAIL W ; � 1 1/2" x 21/8" x1 112" x 0.062" I (3 TOTAL) I (2) INTO POST 0 z W ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH I I 2" x 5" SMB 1 1/8" x 21/8" x 1 112" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) 2" x 5" SMBJ I I I fn c') -j SIDE OF BEAM & (2) 3/8" DIA. I I I #14 x 3!4" SMS EACH SIDE OF G. D_ LL DRAWN BY THRU BOLTS INTO THE POST I BEAM & (2) 3/8" DIA. THRU BOLTS 1 118" x 2" x 1 118" x 5" x 0.062" I I I I I i INTO POST ALUM RECEIVING CHANNEL 3/8" DIA. THRU BOLT I 090' 3" x 3" x 0.090" W/ (4) #14 x 3/4" SMS INTO TP POST I I I EACH SIDE OF BEAM & (4) #14 x 1" SMS INTO CORNER POST DATEDR�20 N 3" x 3" x 0.090" REVISION POST 2 S-3 HINO PANEL TO CORNER POST 4TH WALL DETAIL S'4 RHINO PANEL TO CORNER POST CONNECTION S-5 HINO PANEL ROOF TO POST CONNECTIONA-3 �©=SCALE: NTS 4/'1 /� _� SCALE: NTS /� _r) SCALE: r1 J NTS joco SHEET NO: A-3- 3" RHINO PAN ROOF PANEL 2" x SMB EDGE BEAM o ® o #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 12" O.C. #14 x 3/4" SMS W/ ALONG LENGTH OF ALL NEOPRENE FACED END/CROSSBEAMS WASHER @ 4" O.C. 2" x 3" x 0.045" END BEAM 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 & (3) #12 x 3/4" INTO POST -V- \_3" x 3" x 0.090" POST S-7 KNEE BRACE CONNECTION DETAIL A 4 SCALE: NTS o ® o 3" RHINO PAN ROOF PANEL 1 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. 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