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HomeMy WebLinkAboutNew Plot Plans & EngineeringMIN. SETBACK RFQ. FRONT SIDES CNR SIDES r A- REA ZNG.---tL.�— 'A' pi6, RECEIVED APR 2 1 Mo Permitting Department St. Lucie County CONTRACTOR: TRI-COUNTY ALU�'-!`'-;UM, 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: V— =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: 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 Anproval Number FL 18464-R1. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imnosed 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. spallina. 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 5. 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. 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 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. 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 TI ^ ' )VANCED TECHNOLOGY COUNCIL'S WLf--=_'E AND GOOGLE EARTH. 3X3XO.125 Lt1POST 10'-0" RECEIVED APR 21 2020 Permitting Department St. Lucie County in 2X5SMB X o w a w m 4TH WALL co 1 V) M O N m I tI0 -END END BEAM 6'-V' 1'-0" �2X5SMB END I BEAM S A-2 1 2X8SMB 2X5SMB CROSS / 4TH WALL BEAM 3"X12"X0.019" RHINO PAN N S-4 2X8SMB A-3 CROSS BEAM 2X5SMB '. 2X5SMB INT EDGE BEAM BEAM 2X5SMB INT S-3 2X5SMB BEAM A-3 END BEAM _ 27'-0" V-0" 13'-6" 13'-6" 27'-0" 3X3X0.125 POST 3X3X0.125 I'. � ,��111111111/1//I�I r ~� % ••• I LIJ * W J F- Q ZXy fn Q ice/ 0 ••'• •' • �/ ; ////IIIIIIIIIN o � W LJJ co LU ti Z to CIS U Z0 LU Z Z Q Z LU O a V)) N O to W LL C J O O a U^ OZ� Z � O G (D '^01 V,i Z CS d � I O Z _$4 J -Jmr^n UJ K2 as Z <- W # rLL a O Z„ m J W LL REVIEWED F CODE COMPLIANCE c BoctT! tii a Z Ocoo Q 0 Z Z W Qp<U bJ LJJ m O zpl-o' LY M O- co 0 O) tL L.L. DRAWN BY TP 03/18/19 REVISION OR 7 SHEET NO: A-1 ALUMINUM MEMBERS DBONSI," HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 2 x 5: 2" x 5" x 0.050" 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 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' 2x7SMB: 2"x7"x0.05T'x0.120" 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" CONCRETE SCREW ANCHOR SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): IT W / BUILDEX OR EQUIVALENT %%�����Iltll #14 x 3/4" SMS W/ NEOPRENE ��� �� •'• FACED WASHER @ 12" O.C. : ALONG LENGTH OF ALL v (� END / CROSS BEAMS 2 O _Z �-• W #14 x 3/4" SMS W/ ' ) NEOPRENE FACED N WASHER @ 4" O.C. % & Q i1,••, z Ire x 0.125' POST 't///////�1 3" x 12'. RHINO (2) 3/8" DIA. CONCRETE PAN PANEL SCREW ANCHORS (3" CONC. EMBED) i i INTERNAUEXTERNAL I I 3" x 3" x 1 /8" EXf RUDED ® 2" x 8" POSTD 3/8" I ® SMB IA. HRUBOLTS) I 2" x 5" SMB I I 3" x 3" x 0.125" POST I • : • 1 1/2" x 21/8" x 1 1/2" x 8" x 0.062" ALUM ' •' ° ' s • RECEIVING CHANNEL W/ (7) 04 . • • . ° ° .a ' #14 x 3/4" SMS EACH SIDE OF a " • ' BEAM & (4) 3/8" DIA. THRU BOLTS INTO POST B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS RHINO PANEL TO CORNER POST CONNECTION A-2 SCALE: NTS #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 12" O.C. #14 x 3/4" SMS W/ #14 SMS x 3/4" W/ NEOPRENE FACED FLASHING #14 x 3/4" SMS W/ ALONG LENGTH OF ALL NEOPRENE FACED WASHER @ 4" O.C. NEOPRENE FACED END / CROSS BEAMS WASHER @ 12" O.C. WASHER @ 4" O.C. ALONG LENGTH 3" x 12" RHINO OF ALL BEAMS PAN PANEL I I 3" x 12" RHINO ® EXISTING PAN PANEL I ® 2"xS, ® BUILDING ! ® SMB I 2" x 8" SMB ° / 2" x 5" SMB I I 1 1/2" x 21/8" x 1 1/2" x 8" x 0.062" ALUM RECEIVING CHANNEL W/ (7) o I 3" x 3" x I #14 x 314" SMS EACH SIDE OF I _ POST BEAM $ (4) 3/8" DIA. THRU BOLTS INTO POST 1 1/2" x 21/8" x 1 1/2" x 0.062" ALUM RECEIVING CHANNEL W/ (7) #12 x 3/4" SMS EACH _ SIDE OF BEAM & (4) 3/8" DIA. THRU BOLTS INTO THE POST 2" x 5" SMB 3"x3"x0.125" POST S-, RHINO PANEL TO CORNER POST CONNECTION S-2 RHINO PANEL TO POST CONNECTION 4TH WALL DETAIL A-2 SCALE: NTS A-2 SCALE: NTS L O WL Q LLLI U.l W d Z_ �� m C7 d' W z z Qz O a n N Q W W O J LL O = a G U I ' z 'z o 7V � � N 4�y G O m n n � I I I Q Lu wa wM 2 Lu Z as w Z~~ a i W I i LL i a W Z W og Q Z Z W U (7 J b LLI m H U) l(V Z F- rn O }SZ}.OX� d >O�LJL DRAWN BY TP DATE DRAWN 03/18/19 REVISION A 0 - SHEET NO: A-2.. go wx r� �cv) LL O - 1 1 /2" x 2 118" x 1 1 /2" x 0.062" 1 1(2" x 21/8" x 1 1/2" x 0.062" 1 117' x 21/8" x 1 1/2" x 0.062" i Q, �• � 0 ~ vOj BEAM DEPTH CHANNEL W/ (4) #14 x 3/4" SMS INTO BEAM DEPTH CHANNEL W/ #14 3/4" SMS INTO BEAM DEPTH CHANNEL W/ •• Z aj •• •; G)�,� • BEAM EACH SIDE& (4) x (4) #14 x 3/4" SMS INTO Ot ••'••.•••••••�� \� (4) #14 x 3/4" SMS INTO''j��Ir� BEAM EACH SIDE& BEAM EACH SMS , END BEAM (4) #14 x 3/4"SMS INTO (4) #14 x !4" SMS INTO \\\\\ END BEAM END BEAM //I//11111111111��� 2"x5"SMB ® 2" x 5" SMB 2" x 5" SMB W W ° w a ° ® ° z �, m W Lu z Z � � J Q Q 2" x 5' SMB END BEAM 2 d z Lu N Lu W U 2"x8"SMB LL- Q CROSS BEAM 0 _ G U o z Z A N S-3 INTERMEDIATE BEAM TO END BEAM ATTACHMENT S-4 INTERMEDIATE BEAM TO CROSS BEAM ATTACHMENT A-� SCALE: NTS �i� g �' Z qmv A -� SCALE: NTS t1 3 Z �m�n LL 4! Lu Ve z ��emjj1 f� aQ Zu _ li �/ • C Z{O �, g i LL #14 x 3/4" SMS W/ #14 x 3/4" SMS W/ NEOPRENE #14 x 3/4" SMS W/ NEOPRENE FACED FACED WASHER @ 12" O.C. 3" RHINO PAN ALONG LENGTH OF ALL #12 x 3/4" SMS W/ NEOPRENE FACED NEOPRENE FACED #14 x SMS W/ NEOPRENE 3" RHINO PAN WASHER @ 4" O.C. ROOF PANEL END / CROSS BEAMS WASHER @ 4" O.C. WASHER @ 4" O.C. W FLASHING FACED WASHER @ 12" O.C. ROOF PANEL 3" x 12" RHINO ALONG LENGTH OF ALL END / CROSS BEAMS 2" x SMB PAN PANEL EDGE BEAM I I I I 12" MAX W N 0 Z - -- �12'" OVERHANG cn O g i I — — — 12" I i w �a ® 1 ° i I ® U) 2" x 5"SMB 2". 5"SMB ® ® ® ® ® END BEAM ® ° END BEAM \ I I / 2"xSMB p°O QZZW ® Qo�5 I EDGE BEAM \ \ I \ I J � J \ \ \ / / \ \ \ I I m 2" x 5" SMB I 1 1 /2" x 21 /8" x 1.1 /2" x 0.062" ALUM RECEIVING CHANNEL \ \ I I \ \ ( I Z O Z O M W/ (4) #12 x 3/4" SMS EACH \ \ I 12" I % \ \ 17 i Q J SIDE OF BEAM & (3) 3/8" DIA. 2" x 3" x 0.045" \ \ KNEE BRACE I I % 2" x 3" x 0.045" KNEE BRACE 2" x 3" x 0.045" \ 3" x 3" x 0.125" LL 3" x 3" x 0.125" THRU BOLTS INTO THE POST \ KNEE BRACE \ I I Posr DRAWN BY POST \ o \\ \ ®' I TP DATE DRA RA DRAWN 1 1/2" x 2 1/8" x 1 1/2" x ` 1 1/2" x 2 1/8" x 1 1/2" x z"xz1/8"x1/11lz"x I 11 1/2" I 0.062" x 3" LONG ALUM 1 0.062" x 3" LONG ALUM x 3" LONG ALUM I 03/1 RECEIVING CHANNEL W/ (3) I I RECEIVING CHANNEL W! (3) RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & #12 x 3/4" SMS EA. FACE & #12 x 3/4" SMS EA. FACE & I I REVISION (3) #12 x 3/4" INTO POST V (3) #12 x 3/4" INTO POST (3) #12 x 3/4" INTO POST L�-A Q _ _ 3"x3"x0.125" POST © _ S-5 RHINO PANEL TO RIDGE BEAM CONNECTION -6 KNEE BRACE CONNECTION DETAIL S-7 KNEE BRACE CONNECTION DETAIL 4 SHEET NO: A-3 SCALE: NTS A_3 SCALE: NTS n-3 SCALE: NTS /1 A-3