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HomeMy WebLinkAboutConstruction PlansCONTRACTOR: Master Craft Aluminum Products 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 1o5.1 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: VmT =150 MPH Nominal Design Wind Speed: V� =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover: Non -Habitable, Unconditioned Scope of Work: Does not include analysis of existing structure. Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3- x 48" x 0.02411 composite panel Elite 2000, 1.0# density foam, Florida Product Approval Number FL 7561-R4. Foundation Design Existine 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 stria turnl cracking, spelling, 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 I,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 ui. Air entraining+1- 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 pertained. 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 THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOGGLE EARTH. 8,-4• O N I E O 00 I HOST STRUCTURE 2X6SM EDGE BEAM 3"X48"XO.024" 1.0# DENSITY FOAM COMPOSITE PANEL 2X6SMB EDGE BEAM 16'-0" 18•-O" 2X3KB (TYP) 3"X48"XO.024" 1.0# DENSITY FOAM COMPOSITE PANEL c � Q 2 :2 0 `v 0 ; n CL)oa It 1 O ••• Z ww •F��4 0 EXISTING CARPORT 000 0 FJ OD LU W L!J w a Z t m Z z� J W . Z aZ O 0' W N N N aW LL J O O C tl � U ^ ti = Z Z ," m ci 5Z Q WLU °may vm N O Z tl °W g LL .093 (POST .093 3X3XO.093 DRAW[ POST (POST L 7•-71" 7•-71" File COP) 01 /06/20 SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS 1111/p `I - 1111111 HOLLOW SECTIONS * a s 0i0,�, 2x2: 2"x2"x0.046" ♦\♦4\�.� • •. •••••'Q2, 2x3: 2"x3"x0.050" • 2x 4: 2"x4"x 0.050" ♦♦♦♦♦_� � 6'• i 2x5: 2"x5"x0.050" Q 2 o LL () OPEN HACK SECTIONS B: W * F- cr , Q 1 x2: 1"x2'x0.0 ' �U `r Q 0. 1 x3: 1"x3"x 0.045" iU) (5)1l4"x4"LAGS V✓/ �4 •, > O F- �V. U) • 1/4" DIA NEOPRENE - z ••'•,• y SNAP SECTIONS FACED WASHER PER PAN Wo IQ '••• •, •• (`y ♦♦♦ '�� 2 x 2 Snap: 2"x2"x 0.045" 4i y •••••. ♦\• 2 x 3 Snap: 2"x3"x 0.050" 2 x 4 Snap: 2"x 4"x 0.045" 111111111100 SELF MATING(SMB) POST >'J4',a J• .::2..�,.''}t`t�;e':a'.•-,'y.1,l.0� 2x4SNM: T'X4"x 0.044"x 0.100" 2 x 5 SMB: 2" x 5" x 0.050"z 0.100" W La 2 x 6 SMB: T' x 6" x 0.050"x 0.120" 3" COMPOSITE W a 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° % T' x 3" % 1/6" ALUM ANGLE ROOF PANEL 3" %0.06T'ALUM m Q 2x 22"x 100.0.09T' EACH SIDE OF UPRIGHT W1(1)3/8"DIAx3"CONCRETE RECEIVING CHANNEL W/#10x 3/4-TOPAND (4)3/8"CIA z W z 10 SN 2 X 10 SMB: 2" x 10" x 0.092" x 0.398" 0.39 ANCHORS (21/4" EMBEDMENT) BOTTOM AS END CAP THRU BOLTS J C' INTO CONCRETE&(2)3/8"DIA.x 4" Q Q Z z MINIMUM FASTENER EDGE DISTANCE: 12" THRU BOLTS THROUGH Posr z a MINIMUM FASTENER SPACING: 3/4" 2" z 6" SMB Q IA Ln z Ln Z CONCRETE SCREW ANCHOR: a r - x G0W' LL 2 U SA4PSON TITEN HD OR EQUIVALENT ° a - •I POST Q -' SHEET METAL SCREWS (SW: . a z • K _ TT W / BUILDEX OR EQUIVALENT • . .. • a . ^ a F e. = Z B COMPOSITE ROOF TO POST CONNECTION ? t 3'x3"POST TO DECK CONNECTION DETAILS SCALE: MS A-� C e A-2 SCALE: MS C z 1- J jId S Q W wa^"i x Q W z = ❑ Z jI--g � a Oz„ 9 LL NOTE 3" COMP ROOF PANEL SELF -MATING BEAM HEADER ATTACHMENT TO FASCIA W/1/4"LAGS Q 24"D.C. W/ 1 3/4" EMBEDMENT L^'-•-,ryn w: a..r.<. ..V1, ..: .i •in+� ..;.p:..-.r .. ,. `:ivc(`:r: wV i r'.•fi >-.w� :''4}' 2 n (8) 1/4" x 4" LAGS W/ 11/4"DIA NEOPRENE FLASHING ?`G. • �.5y::r•:.. f�dr..-.FxA 1 r rnJii-hi C r •.•,��:;:^�y�,.zppe:jA^i.0fes-�,��;: .. .y .p�.-�.. el ft.isfti,�'�. FACED WASHER PER PANEL 3r t•`yrHq.::w _.,?: .�,s.'S.t:-Sr,`,:;5�': ;a �rs`u.%:'�,,'"ni..: ).;^ 3" COMPOSITE ROOF PANEL 4V /,{• qf�.:�-.T/' G`P'v3: '<if:' %`-iia`t♦ EXISTING/ 1T L1J HOST � o co o � a \ (4) DIA \ b FW- -1 THRU BOLT W U) N T' x 3" x 0.050" \ K Q} rn K m KNEE BRACE .\ UPRIGHT C W O J n. � as LL \ .., DRAWN BY 2"x6'SMS 112"xzl18"x 11/2"x TP 3" x 3" x 0.093' 0.082"x3"LONGALUM RECEIVING CHANNEL W/ (3) DATE DRAWN POST � #12 x 3/4" SMS EA. FACE & 01 /06/20 - - - - - - (3) #12 x 3/4" INTO POST REVISION - S-1 COMP. ROOF TO CORNER POST @ 4TH WALL DETAIL S-2 KNEE BRACE CONNECTION DETAIL © _ A-2 SCALE: MS L 4 _ SCALE: A-� SCALE: S SHEET NO: G File� A-2