No preview available
HomeMy WebLinkAboutENGINEERINGR - CONTRACTOR: TRI-COUNTY ALUM- ` " ', q, 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. 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: V- =150 MPH, V-D =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" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida Product Approval Number FL 18464-R1. resist if the or 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 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 resis at-nt, 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 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 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 hatching 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. WIND SPEED AND EX-AfURE HAVE BEEN DETERNHNED 1, G THE ADVANCED TECHNOLOGY COUNC fL'S WEBSTI'E AND GOOGLE EARTH. Roo0" 3X3X0.090 POST v 0 0 3X3X0.090 0I POST 8'-6" i 1� 2� SCANNED c COUNTY gUII.DTivG T. LUCTE O S$ Lll�:iP. C°Alf� REVIEWED FOR COI E 0 BY DATE u'�tzl(8 N'> z `� �� M ; PLA -S A\TD PERMIT MUS E KEPT ON JOB OR NO LtiSPECTION WET. BE MADE. 0. ,. PROFESSIONA SEAL U C a ❑ c c THESE PLANS AND ALL PROPOSED WORK W "-z A-2 ARE SUBJECT TO ANY CORRECTIONS - u; o °� z REQUIRED BY FIELD INSPECTORS THAT - °- 7'-4' 7'-4" 7'-e MAY BE NECESSARY IN ORDER TO Z W o a w W Z z 2X5SMB COMPLY WITH APPWCA14 �COA194 w a � -4 �LLI 4TH WALL Z Q¢ W W ¢LLI C 2 Q 2 Ou Zu a 2X3 END BEAM 3"X12'X0.019" 2X3 END BEAM EXISTING Z = = O � w I--" °C " v� c RHINO PAN ALUMINUM FRAMED SHED z it A=z TO REMAIN CONCEALED FASTENERS ORA77ACHMEM i EDGEBEAM EDB A-2 ARE THE RESPONSISILffy OF THE � J 0 3 z CONTRACTOR OF RECORD Q °° Z_ og a t; 2 an g S m e 3 Q LLI w T iii IA C) W �"mC" z = Z C7 ^ 3 ^ ^ c i Z my p 3 1'-0. Ln W u LL - - - - -- - -- - 3"X12"XO.019" RHINO 'PAN - - - - - - - - - - - - - - -- - - 3 a- 00�-2X31(B (TyP) A-3 3X3XO.090 3X3XO.090 3X3XO.090 POST POST POST 3X3X0.090 POST A-2 7'-4" 7'-4" 7'-4" EXISTING ALUMINUM FRAMED SHED t%i TO REMAIN LA a. UU Z U a ow Z LU m 5 of n Z v W 0 ZNa�, d��� DRAWN BY CD DATE DRAWN 02/15/18 SHEEr NO: ,1 ' ;' r A-1 ALUMINUM MEMBERS DIMENS1 HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1 x 3: 1" x 3" x 0.045" 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) 2x4SMB: 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" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 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" SMSON TITEN HD OR 3" RHINO #14 x 3K' SMS W/ NEOPRENEFACED WASHER @ 4" O.C. (3) 3/8" DIA THRU BOLTS 2"x5"SMB 3" x 3" x 0.090" x 3" x 0.090" (2) 3/8" DIA CONCRETE E I SCREW ANCHORS ! (3" CONC. EMBED) i i INTERNAL/EXTERNAL 3' x 3" x 1/8" EXTRUDED g POST BASE W/ (2) 318" i DIA. THRU BOLTS rB 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 4" O.C. 3" RHINO PANEL I I _ _ END BEAM • I EXISTING • . BUILDING VD:BUILDING G X. 1 1 /2" x 21/8" x1 1/2" x 3" x 0.062" I ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA - - THRU BOLTS INTO THE POST I 3/8" DIA THRU BOLT I 2"x5"SMB I 3" x 3" x 0.0901, S-1 RHINO ROOF TO POST 4TH WALL DETAIL A SCALE: NTS S-2 ISER PANEL TO CORNER POST a 4TH WALL DETAIL A_2 SCALE: NTS �►3 #14 x 3K' SMS W/ cr) �: o p O NEOPRENE FACED z Q 2! t WASHER @ 4" O.C. ` N Nam• �� Z � � �0YY •. ��� / /P SEAL 3" RHINO Ib"L PANEL-� n El LI 3/8"DIA THRU BOLTS 0 (3) TOTAL C O �' u' _ U °- a 2"x5"SMB ce LL zwm z q 3" x 3" x 0.090" a m W m LL POST W O_ 2 . 2 z Q W W �Z z az W == o; H-e cc� v E z C G a: S HINO PAN ROOF TO POST CONNECTION z p SCALE: NTS Z •� C _� U 2 J g Z O $ Ia QQ V Q W --jcp $cp ai W - " Z 2 LL Z :D Z in W 3 a a a - - - -=--- - ---- --- -- - - - #14 x 3/4" SMS W/ NEOPRENEFACED . - 3"x 12" RHINO -- - - - - - - - - - - C WASHER @ 4" O.C. PAN PANEL LL C z c vi o_ LL LU 0w c Ir LL I • ZU a Q Lu C (3) 3/8" DIA. i I • - Z W O C THRU BOLTS o z 2" 5" SMB tt 1 118" x 21/8" x 1 1/2" x 0.062" x 3" LONG t RECEIVING CHANNEL W/ (3) Z'T L!.1 C Q Z � x ALUM O D_ #14 x 3/4" SMS EACH SIDE OF v F- -1 tl BEAM & (2) 3/8" DIA THRU BOLTS d r LL LL i INTO POST 3"x3"x0.125" DRAWN BY POST 1 DATE DRAWN 02/1.5/18 S-3 RISER PANEL TO CORNER POST CONNECTION z - A_2 SCALE: NTS Q _ G SHEET NO: A-2 I m m x NA�N� m fit (/1 �Z 0Oo ZZ -13 �m�c^�, —IGo��x / cn m r- 2 i m W �- •i I mo i J J O D � v A N0.46043 rn— cn D ©N m v a v PROJECT ADDRESS: SUNCOAST ALUMINUM ENGINEERING I.I.C.� ENGINEER OF RECORD_ '• ' �' %�0 '. STATE OF : • 4/�� '•-. N m WYNNBUILDINGCORP THOMAS P. ARNEIT, P.E. � :.c� ,c •' ��� �/ ' z I I 0 � 14024 CIONE CIRCLE E 13630 58TH STREET NORTH SUITE 101 CLEARWATER FL 33760 FL LICENSE NUMBER:46043 ��� ' • .... - ����\ FL 34951 A)53z00 FX(7279008ZOD RONALD J. LEDER JR, P.E. Z FLORIDA LICENSE: CA #28841 FL LICENSE NUMBER: 68160 NnT TI7 RF RFPRnnIICFn IN WHOI F nR IN PART WITHOIITTFIF WRITTFN PFRMIRRInN nF SIINrA)ARTAI IIMINIIM FNRINFFRINrC I I C ©COPVRICHT ,.•,,, / 6 r/ (i