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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Advanced Hurricane Dr-,,tion 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. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vmr =150 MPH, V =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 48" x 0.024" composite panel Elite 2000,1.0 # density foam, Florida Product Approval Number FL 7561-R4. 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 TS Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. -3-.Screen-Material; Design -based on.18/14 or 20/20 Better View. Any other . material must be approved. 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. All Self Mating Beam Sections are to be stitched with either 414 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 n. Aggregates - Large Aggregate 3/4" max - ASTM C 33 ni. 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 At 85 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. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. SCANNEL BY St Lude'Cooh', EXISTING MOBILE HOME =72X5SMB 4TH WALL 3"X48"X0.024" 1.0 # DENSITY FOAM COMPOSITE PANEL S A-2 2X5SMB [EDGE BEAM 2X3 BEAM A-2 4u cr) W v �c � Q = 90 8'-9" THELL ARE. RE LWUT TO ANY C REQUIRED BY FIELD INS MAY BE NECESSARY IN i COMPLY WITH ALL APPL )POSEP WORK 1ECTIC NS :TORS THAT )ER TO QLE G6:DES. of the 33'-0" 'ol 1'-0" 3"X48"X0.024" /COMPOSITTE--PANEL S_ 20KB A-3 (TYP) 3X3X0.093 3X3XO.093 3X3X0.093 POST 3X3XO.093 POST POST POST 3X3X0.093 POST WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED E" '7 THE ADVANCED TECHNOLOGY COUNT'---, J WEBSITE AND GOGGLE EARTH. 2X3 EXISTING Ir BEAM ROOM a co I 00 B A-2 8'-3" 8'-3" 8'-3" 8'-3" ELITE 2000 COMPOSITE PANEL: (FPA:FL7561-R4) 150MPH/EXP B 3"x48"x0.024" (1.0# DENSITY FOAM) MAX SPAN: (E-rk = 12'-9" 0 L' 1 ❑ 0 w w U d a W Cie U- Z cc oc .. s LLI 0¢ CC Q m -J W W �z a �z Qz Z xM O� W F- v' oC - - - - - -1 - ---- STr WCE COUNT TY EUILDENTC'DI. ION w w REVIEWED FOR L7-NC E °C Z z iFREVI W DATE tir✓ Q 0 U P-"N8 V ,. PEI !vHT N ST RE EPT ONJOB `rlOv � Z'� OR s'E WILL BE U., v tO .NO m a =COCLLL DRAWN BY CD DATE DRAWN 01 /30/18 REVISION n 01/05/18 file COPY SHEET NO: YYYYJJJHIII .--L- . A-1 C U 3 it LL LL z z LL z a v z ca c d rr LL a LL 3 LL C 3 a a z a c LL c 3 z c LL c C C LL a s c z ALUMINUM MEMBERS DMENSI HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS lx2: 1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7SMB: 2" x 7" x 0.05T'x 0. 120" 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" 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" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT 3" COMPOSITE ROOF PANEL #14 x 4 7/8" SMS. W/ 1 1/2" DIA. NEOPRENE FACED WASHER @ 8" O.C. (3) 318" DIA. THRU BOLTS 2"x5"SMB T x 3" x 0.093" S-, COMP. ROOF TO POST 4TH WALL DETAIL A-2 SCALE: NTS x 3" x 0.093" (4) IMP DIA. CONCRETE SCREWANCHORS (3" CONC. EMBED) INTERNAL/EXTERNAL t 3"x3'x1/8"EXTRUDED € POST BASE W/(2)3/&' t 3 DIA. THRU BOLTS B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE FACED WASHER @ 8" O.C. 3" COMPOSITE ROOF PANEL 2" x 3" x 0.050" END BEAM 1 1/8" x 21/8" xl 1/8" x 0.050" ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA. THRU BOLTS INTO THE POST (3) 3/8" DIA. THRU BOLT 2"x5"SMB 3"x3"x0.09T • _ \� liiyyiiiir// a' •z W -1 1 #14 x 4 7/8" SMS W/ _ N Z j 1 1/2"DIA. NEOPRENE FACED WASHER @ 8" O.C. �O s tom, :%.cry v�t^�s�.'•'4' P `:•'gam;-;.:'_•� ��=`�` PROFE SIONAL SEAL COMPOSITE PANEL X x 0.062"ALUM RECEIVING CHANNEL W/ #10 x 3/4" TOP AND BOTTOM AS END CAP `(3) 3/8" DIA 3" x 3" x 0.093" 1 j THRU BOLTS x 5" SMB S COMPOSITE ROOF TO POST CONNECTION A-2 SCALE: NTS \SHING #14 x 47/8" SMS W1 1 1/2" DIA. NEOPRENE FACED WASHER @ B" O.C. S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL A SCALE: NTS 3" x 0.062" ALUM RECEIVING CHANNEL W/ #10 x 3/4" TOP AND BOTTOM AS END CAP (3) 318" THRU B( 1 1/2" x 21/8" x 11 /2" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #14 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA THRU BOLTS INTO POST S-3 COMPOSITE ROOF TO POST CORNER ONNECTION A-2 SCALE: NTS u i C c 9 u LLi Ld OU d a W p� .0+ o 3 � ILL v lJJ OC am Wm W d� W -' Z 0 Z ^Lz Qz Z =m p� W I-"� OCR Z U a J N •1 Q 7 N 0 ! ry li A L Cimoo QW yrW O LLI N fmff W z°, �FQ NN V � Z t�MO y WX (A W .d u f W W CD DATE DRAWN REVISION SHEET NO: A-2 w 0 0 0 0 ONS 0 •.'Q * No. 46043 v PROJECT ADDRESS: SUNCOAST ALUMINUM ENGINEER OF RECORD r �3 THOMAS P. ARNETT, P.E. on�••. STATE OF . m HARTIGAN ENGINEERING,STRSTREET UIL 01 �tv� v 0 8211 CINNAMON LANE FLLICENSENUMBER: 46043 i �k\ CLEARWATER FL 33760 Z PORT ST LUCIETEL (727)532A000�isZ FL 34952 FAX (727) 532-9008 FL ROCNEN E NUMBER:6E8160P.E. ❑ ,�/1I111\ FLORIDA LICENSE: CAg28841 NnT Tn RF RFPRnt)III:Fn IN WHn1 F nR IN PART WITHnLIT THE WRITTFN PFRMI.R.SInN nF SIINrOART At IIMINIIM FNrINFFRINC I I C ©CnPYRICHT i n �--s r-t '?