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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Precision Alumin►. r. & Screen DESIGN CRITERIA:�� 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. FA 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-T=150 MPH, V—=116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover: Non -Habitable, Unconditioned Roof Type: MONOSLOPE Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.0# density foam, Florida Product Approval Number FL 7561-R4. I concrete footing or slab is required to slab by the proposed construction if the :k and in sound condition, free from 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 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 #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 batchipg 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 AA `'KPOSURE HAVE BEEN DETER MI , _.'USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH.JI LED FASTENERS OR ARO OM far E iNE RESFONSI810 OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A-6 APPUOAlkA 000951 2X6SMB EDGE BEAM 2X3 2X3 END END BEAM BEAM 3"X48"X0.024" 1.0# DENSITY FOAM COMPOSITE PANEL 2X6SMB EDGE BEAM It 3"X48"XO.024" COMPOSITE PANEL 2 (�)X3KB 3XSXO.093 A-2 0 POST I 3X3XO.093 POST A-2 p 8'—O" ST. LUMP COU1'TY BUILDING DIVISION RFVLNV TD FOR COMPLIANCE REVIEW B — DATE 3T (01 l 16 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION mu BE I8'-3tt I 3X3XO.093 POST O N r 3X3X0.093 POST \\��lllttrrr,� N-3J = Q: o O _-i. W Q 0. pq PROFESSIONAL SEAL ELITE 2000 COMPOSITE PANEL_ (FPA: FL7561—R4) "OP 150MPH/EXP B 3"x48"xO.024" (1.0# DENSITY FOAM) MAX SPAN: rk—q = 12'-9" o © ❑ W_ ui ui O d d OWC rr LL Z CC W m O oc .. p .. oc a mLU W 0.2 .2 W �z pz �z Qz = : O Z :3 W HLL = - Z .., U S J C7 �' QZ� N � twmS� QW W J O t T O W "A04 ad U Z <nN Z 3 o3_RS O Z CA W t%f � W Q Z t]C � 0 O g Q a>' U Q OC --► a �Cor,_LL DRAWN BY GD 02/27/18 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIC"" l HOLLOW SECTIONS �' \♦�♦ .`�C .�3?�/�//// 2x2: 2"x2"x0.046" �. o 2x3: 2"x3"x0.050" 2x4: 21,x4"x0.050"cr) 2x5: 2"x5"x0.050" Q;•� LL O � J= OPEN BACK SECTIONS BACK SECTIONS #14 x 4 7/8" SMS W/ o ca CL - W H Z 1 x 2: 1 1/2" DIA. NEOPRENE 3" COMPOSITE FACED WASHER 8" O.C. ROOF PANEL V C1 N : 0 N I x 3: 1" x 3" x 0.040" •!. SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" ( i i i 3" X 3" x 0.093" POST .u,r•>4Kc ac ?yy`y?c i 1 ''cY� l; ``oi+' �4,�= i gd;i �0j y • / • , O` \ 2x x. 2 x 3 Snap:" 3" 0050" 2 4 Snap: 2" x 4" x 0.045" .+_. ;;:* �e=w�:s'�u.�"j ..T{'4 x.•s..d•E°v'�""x s :EGAi�` s i' it ♦zr�" ; j+ `' "� / 1111W\ x ; +t , k'� d ✓``w'.t:= PROFE SIONAI, SEAL SELF MATING (SMB) i • 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" (2) 3/8" DIA CONCRETE i 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" SCREW ANCHORS i i• 2 X 6 SMB: 2" X 6" x 0.050" x 0.120" (3" CONC. EMBED) p INTERNAL/EXTERNAL 3" x 0.062" ALUM _El ! • — 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" I i { t 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" RECEIVING CHANNEL W! #10 x 3/4" TOP AND 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'> i t DIA. THRU BOLTS BOTTOM AS END CAP 1 1/2" x 21/8" x 1 1/2" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) 3/8" DIA THRU BOLT I #14 x 314' SMS EACH SIDE OF 0 L) W W d d (3 TOTAL) BEAM & (2) 3/8" DIA. THRU BOLTS LL yrj MINIMUM FASTENER EDGE DISTANCE: 1/2" ®: �`� ' Z. x 5" SMB E INTO POST O cc Z w MINIMUM FASTENER SPACING: 3/4" � d a � � Qw Ww CONCRETE SCREW ANCHOR: ' '°: ° ° a * I Lu SIMPSON TITEN HD OR EQUIVALENT ¢ . 3" x 3" x 0.093" Z w uZi z Q z SHEET METAL SCREWS (SMS): POST ITW / BUILDEX OR EQUIVALENT Z 2 � O � W F— -� oC B 3" x 3" POST TO CONCRETE CONNECTION DETAIL S COMPOSITE ROOF TO POST CORNER CONNECTION A-2 SCALE: NTS G A-2 SCALE: NTS Z ..� V 0 J a —J Vr F Q Z -a 1- z ", $ Q Lu LU " m m z O L) Z ag 3" COMP ROOF PANEL SELF -MATING BEAM Z C7 ••''s+ •.,.�.,.5i�ii-.+;;`:`. -,-�` ^`,Q�:^ �s :}.a;,rC;:T �s�,�;,ti• �'.r^8.''tiS�c:ya'i'.�"�s�?j%�"aM't',�;.d s 3si=,i' �5�;.-.fie 4�.��•�PaH.^•`� CAL!<J m u — N,Gv'� �`�I'"{iw 'S'� '•Le`..•KC�y ~@a•. R.. N•M•C •'a�KT��; #`XR�G' #14 x 4 7/8" SMS Wl 1 1/2" DIA. NEOPRENE FLASHING « es «. sit'; ::�'n4ta 4� •:;4, .' 'jyj as — — — FACED WASHER aQ 8" O.C. 3" COMPOSITE i ROOF PANEL }i 12" # a.. %p :Ti 4ftdS` ,•, �e}6� • ..® ( i Lu ♦'+a...{.ij. Z 4 2" x W x 0.050" • i G EXISTIN ` ! Q END BEAM • I BUILDING v\ \ i t Q U _ — — — — 12 1 1/8" x 21/8" x1 1/8" x 0.059' I 2" x 3" x 0.050" KNEE BRACE UPRIGHT Q i(L ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH • i G. (9 fn LL LL SIDE OF BEAM & (2) 3/8" DIA. I I • i DRAWN BY THRU BOLTS INTO THE POST i 1 112" x 21/8" x 1 1/2" x 3/8" DIA THRU BOLT i I 0.062" x 3" LONG ALUM roi GD (3 TOTAL) i i 2" S' SMB i I RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA FACE & DATE DRAWN x 3" x W POST — — (3) #12 x 3/4" INTO POST I 1 02/27/18 REVISION i S-i COMP. ROOF TO CORNER POST 4TH WALL DETAIL S-2 KNEE BRACE CONNECTION DETAIL © - SCALE: NTS A-2 p SCALE: NTS A -2 SHEET NO: A-2-i `% 0