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HomeMy WebLinkAboutPLANS - 11-7-18A 1%1-L -1 vac: rvlasier t:raia Alummum •Tcicts DESIGN CRITERIA: 1 J (2017) Florida Building Code, specifically Chapter 16 Structural 20 Aluminum_ and Chant— Tl \V-4 Z. AA ANM s� 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 Constriction in High Wind Areas. 3. ASCE 7-10. Loading Criteria I. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 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: VuT =150- MPH. V-n =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 1.09 density foam, Florida Product Approval Number FL 7561-R4 Foundation Design Existing concrete slab. No additional concrete footing or slab is required to resist the loads unposed 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. 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. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and ZV center to center or #12 screws 6" from ends and 12" center to center. 5. 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. 6. All flashing and weatherproofing shall be provided by the contractor. 7. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AN„ rXPOSURE HAVE BEEN DETERMI' '.USING THE ADVANCED TECHNOLOGY l u6NCIL'S WEBSITE AND GOOGLE EARTH. RECEIVED � o L d �Q:2 O O NOV 0 7 2018 12 � * ~ � 5T, LUcle County, Permitting z ii O •••.• •.•• !C ST. LUCIE COUNTY BUILDING DIVISION REVIEWPq FOR CO I CE REVIEWED B� DATE 11 PLANS AND PE MIT MUST BE KEPT ON OB OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD I2PECTORS THAT MAY DE NECESSAW IN ORDE,9 TO COMPLY WITH ALL k.PPLICADLE CODES. CONCEALED FASTENERS OR AliACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD hY 4'-0" 3'-O" �n I I N N - 2X3 END M BEAM 0 r-. `010 ••••.......•• BEAM 2X3 END BEAM 3"X48"XO.024" ----1.0 DENSITY FOAM COMPOSITE PANEL 2X3 2X6SMB END BEAM 4TH WALL 9'-4j"--*1-- 9--4j- I 2X3 3"X48"XO.024" END 1.0 DENSITY FOAM BEAM COMPOSITE PANEL EDGE 8'-11 1" 20'-8" 3X3XO.093 3"X48"XO.024" 1.0 DENSITY FOAM COMPOSITE PANEL 2X3K.B. cc W W W f1 Z M C7 w Z Z Q z O CL n N aW U- 0 O cc = d DUB C_Z /Z�n~ m Z a LU W2=� Z z cc W c 0 Z 0 LJL W SCANNED BY Lucie Coun to W W g O O 0 LYWN Q ¢56 Q-Oicv LU Z tp Q 0 J Cd IYO d m -dLL TP DATE DRAWN 10/16/18 REVISION SHEET NO: A-1 0 a ALUlvm14U1V11VILAItStKs VI EINS1Oj" - HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x-5=2" 5=x . 50" OPEN BACK SECTIONS 1x2: 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_MATLNG-(SMB) ------ - ---- 3"x3" I _WA��a ----- --- -- --- -- --- - ----- --- -� - -------- ---------- -- ---- -----Yy'Y'�� 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" Posr .-S � 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" n ti' 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" I 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" 3" x 0.062" ALUM 2" x 2" x 3" x 1/8" ALUM ANGLE 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" I I RECEIVING CHANNEL EACH SIDE OF UPRIGHT W/ #10 x 3/4" TOP AND W/ (1) 3/8" DIA x 3" CONCRETE MINIMUM FASTENER EDGE DISTANCE: 1/2" BOTTOM AS END CAP O S I ANCHORS INTO CONCRETE MINIMUM FASTENER SPACING: 3/4" AND x 4" THRU BOLTS CONCRETE SCREW ANCHOR I SIIVIPSON TITEN HD OR EQUIVALENT °SHEET METAL SCREWS (SMS)• °ITW / BUILDEX OR EQUIVALENT�• a,i U�14 .. #14 x 4 718" SMS W/ 1 1/2" DIA. NEOPRENE FACED WASHER @ 6" O.C. 3" x 0.062" ALUM RECEIVING CHANNEL W/ #10 x 3/4" TOP AND BOTTOM AS END CAP 3/8" DIA. THRU BOLTS (4 TOTAL) 2" x 6" SMB 3" x 3" x 0.093" POST 3" COMPOSITE ROOF PANEL #14 SMS. 1" MIN. LONGER THAN PANEL W/ 1 1/2" DIA. NEOPRENE FACED WASHER \ -@ 24" O.C. ALONG LENGTH OF ALL END BEAMS I 2" x 3" x 0.046" e END BEAM 1 1/2" x 21/8" x 1 1/2" x 0.06Z' 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-, COMPOSITE ROOF TO POST Q CORNER CONNECTION A 2 SCALE: NTS B Y x T POST TO DECK CONNECTION DETAILS A 2 SCALE: NTS #14 SMS x 1" MIN. LONGER THAN PANEL W/ 1 1/2" DIA. NEOPRENE FACED WASHER @ 24" O.C. ALONG LENGTH OF ALL END BEAMS #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE FACED WASHER @ 6" O.C. i-FLASHING 1 1/8" x 2118" x1 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 (4) 3/8" DIA. THRU BOLT 2" x 6" SMS, 3"xWx0.093" S-2 COMP. ROOF TO CORNER POST @ 4TH WALL DETAIL A-2 SCALE: NTS #14 x 4 7/8" SMS W1 1 1/2" DIA. NEOPRENE FACED WASHER @ 6" O.C. 3" COMPOSITE ROOF PANEL (4) 3/8" DIA. THRU BOLTS 2" x 6" SMB 3" x 3" x 0.093" S COMPOSITE ROOF TO POST CONNECTION / -2 SCALE: NTS #14 x 4 7/8" SMS W/ 1 112" DIA.NEOPRENE FACED WASHER @ 6" O.C. 3" COMPOSITE ROOF PANEL END ® a END BEAM o o BEAM LL "1' 0 ' , !<� Z #14 SMS x 1" MIN. LONGER THAN PANEL W/ 1 1/2" DIA. NEOPRENE FACED WASHER @ 24" O.C. ALONG LENGTH OF ALL END BEAMS 1 1/2" x 21/8" x 1 112" x 0.052" x 3" LONG 3!8" DIA I ALUM RECEIVING CHANNEL W/ (3) THRU BOLTS #14 x 3/4" SMS EACH SIDE OF (4 TOTAL) I BEAM & (2) 318" DIA. THRU BOLTS INTO POST 2"x6"SMB I I 3" x 3" x 0.125" S-3 COMPOSITE ROOF TO RIDGE BEAM CONNECTION A-2 SCALE: NTS W Lu LLI a; z z Lu to LLI z z Q z O a Lu N Ln InQ W LLJ of c �Uo ~ 0 Z - t ta m i �m�q Q O z Q Q W Zamm o 2 W M fi Z S i o i I O W vi s LL LL i UJI c�A Z LLJ OC O i, D- 'W(V Q J M LIJ Zc~j)�p o 10of0 LU 0 1 a M a-u- DRAWN BY TP DATE DRAWN 10/16/18 REVISION 0 - 4 _ SHEET NO: A-2 1 119 w 0 0 3 'D ;u Z A, Am m coU w C17 �x Cow ';uo c') 0 NA NN OO i'"• -'. ts'-' 'OZ r" r o P m m (n c -i go ' A , : � r m Z Z Z £; E - S A j co a - am, D TX �a� 0x X. 3 D W= 1 O0 A => (p OODN mK=KZ 0 ca O ra ff !! i x i 'cafn(Acoz Wx - mo 33 mZOzro .Rri -p $DD-OIgm. 8�`LN > co `1 z 1 2 K m z ,.• NO. 4604 © p o PROJECT ADDRESS: FLORIDA ALUMINUM PROFESSIONAL ENGINEER D v STATE OF • m o m BELL ENGINEERING INC. % ' - m G 19 QUINTANA ROO LANE � • A` Q� . + 0 ' ' ' ' Z W PORT ST FLORIDA 34952 5440 M(8 3 37 INER STREET SUITEllD THOMLICE SE No. #46043' P.E. ,iOs�Sd' OR1 FAX: (813) 374-4516 Al- FLORIDA LICENSE: CA LIC. NO.32807 , �$111611100., I NnT TO RF RFPROnI1C.Fn IN WHO) FOR IN PART WITHnI IT THE WRITTFN PFRMIRRION OF R ORMA Al IIMINIIM FNrINFFRINC INr OMPYRICHT � 6 6 6