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HomeMy WebLinkAboutBuilding plansCONTRACTOR: Master C1 DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Strum es, Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 2. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VUir = 160 MPH. VAS- = 124 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category. for Aluminum Structures, Paragraph 2002.6: Category TYPE 2 - GLASS ROOM: Non -Habitable, Unconditioned Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Foundation Design Existing concrete slab. 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 structural cracking, soaping, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) 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 20120 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 412 screws 6" from ends and 12" center to center. 6. Door location shall be determined by contractor in the field. 7. When concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the fallowing 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" most - ASTM C 33 iil. 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: t. 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. it. 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 to compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All alummurn components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womausalts or calcine, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10 mil polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sins as indicated on A-1. 10. Contractor shall provide any additional backing and anchom as required by the window manufacturers recommended procedures. 11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contractor. 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPF" AND EXPOSURE HAVE BEEN DE iMINED USING THE ADVANCED TECHNOLOGY COUNCH.'S WEBSITE AND GOOGLE EARTH. -- 7'-0" 4k ALL ELECTRICAL TO BE INSTALLED PER 5TH EDITION (2014) FLORIDA BUILDING CODE 24" ALUMINUM KICKPLATE(TYP) EXISTING TRUSS ROOF CONCEALED FASTENERS ORATTACHM ARE THE RESPONSIBUTY OF ME CONTRAMOFRECORD 9 Vll 8'-10" �- 3'-0" 4 5'-2" -4 TRL"P E PLANS AND ALL PROPOSED V'v'cjN( ARE SUBJECT TO ANY COF9PGC r!0NS REQUIPED BY FIERLD (PMECTOARS THAT „SAY SE NECESSARY HN ORDER TO COMPLY VVITIA ALL APPLICABLE COzcc L4. / 87. LUGIB COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANC; REVIEWED BY DATE aC/ /- -- MUST BE KEPT ON t(OB OR NO INSPECTION WILL BE MADE o ppLLJ O p.J Z O co 4Z, Q . CQ SI '.......... ancFacakA1R A Al Q ❑ LJ" 0 ui OV u; d a Z LL e Q �w Qu�i LLI 0LLI a _Z ZZ w W N W V' t Or, Wr~/1LL FL' G J � Z o 0 � Zm$m s {/� G Q LJJ O ZQNN V Z (D o'+ e N w:2ur� 9 N LU F- W W O Q Z Lu � W y`a N Lit 0 W_ l �asm Qn O_J a in LLLL TP DATE DRAWN 03/30/17 SHEET NO: A-1 ALUMINUM MEMBERS DIMI .ONS W HOLLOW SECTIONS 2x2: 2"x2"x O.046" 2x3: 2"x3"x 0.050" 2 x 4: 2" x 4" x 0.050" - v_ `' 1, 2x5: 2"x5"x0.050" _ � O 0. ,- _ LU 5 G OPEN BACK SECTIONS I x 2: 1" x 2" x 0.040" I — ( I ®� I x3: 1"x3"x 0.045" 'P •U I cp I I I I � �/ •, ` SNAP SECTIONS 2 x2 Snap: 2"x2"x0.045" I I CHAIR RAIL MEMBER 2 3 Snap: 2" x 3" x 0.050" x 3" x 3" x 0.070" 2 x4 Snap: 2"x4"x0.045" POSTbNAISEAL PROFES SELF MATING (SMB) I I — — — — —I 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" I I 2 X 5 SIB: 2" x 5" x 0.050" x 0.100" 2" x 2" x 7/B" ANGLE WI 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 1 I I I (4) #10 x 5/8" EACH SIDE I I 0 ❑ 2x7SMB: 2"x7"x 0.057"x0.120" 2" x T' z 3" x 1I8" ALUM ANGLE 1"x&'RC W/IN'CONCRETE I EACH SIDE OF UPRIGHT I I UPRIGHT CC yj 2 x8 SIB: 2"x8"x0.072"x0.124" SCREWANCHOR6"FROM I W/3/8"RS x3"CONCRETE I I KICK PLATE NOTES: I I L) a 2 x9 SIB: 2"x9"x 0,072"x0. 124" - UPRIGHT&AT 24O.C. ANCHORS ON EACH SIDE 1. W G. r C 2 x 10 SIB: 2" x 10" x 0.092" x 0.398" (MINI.23/4"EMBED.) 1 I (4) #14 x 3/4"SMS SCREWS 2. SCRE AL SCREW ALL CORNERS � I I - 3. 100 B-1208 WIND ZONES ly O C7 MINIMUM FASTENER EDGE DISTANCE: 1/2" - - USE #8 x 5/8" SMS 12" C/C 0 '$ z v MINIMUM FASTENER SPACING: 3/4" .. — — — 4. 72o C -140 B WIND ZONES USE#8x 518"SMS B"C/CW�5. �i CONCRETE SCREW ANCHOR: 4 Tj 140 C-150 B WIND ZONES USE #8 x 5/8" SMS 6'C/C W Zw yi SIMPSON TITEN HD OR EQUIVALENT ." ° a' • 6. SCREW GIRT, BOTTOM i i SHEET METAL SCREWS (SMS): RAIL & BOTH SIDES Z W d O u ITW / BUH.DEX OR EQUIVALENT 7. MAX KICK PLATE HT= 36" WCC F _ Vlu H� G _\ / 6. Y x 3" POST TO DECK CONNECTION DETAILS C+ CHAIR RAIL TO UPRIGHT DETAIL z A-2 SCALE: NTS A_2 SCALE: NTS Js i FN rll-�.�, J3 Q & n Z ins )) 4 ,! J •., I.. N Lu Wru m o $ iU Q W KLLNN LLI 6 G Z W o CA CONC.HEAOER: 1/4"x 4" CONCRETE SCREWANCHOR®24-O.C, WOOD HEADER: HEADER: (1) 3/8" x 3" LAG SCREW INTO HEADER WOOD: 0WOOD EXISTING 10 x 4" WOODSCREWS HEADER (�1 CONCRETE HEADER: (1) 3/9" DIA. z 3" CONCRETE SCREW #10x3"WOOD SCREWS, 6' ANCHOR INTO HEADER FROM GIRT &®12"O.C. CONC: 1/4"x 23/4"CONCRETE -- -- - ----- -- SCREWANCHORS,B' tjj I- FROM GIRT & Oa 24" O.C. Ln K I I EXISTING W 02"x2"OR 2"X3"HOLLOW HEADER I Z SECTION GIRT / Q _— __ ✓ \! ❑ 2.' x 3" HOLLOW I LU Q N L) I SECTION 2"x3"HOLLOW 1 b _I _1W WOOD: SECTION - TxT W/#10x3"SMS-6" J O W O0]a 2"x2"xi/B"3"LONGANGLE W/(3)#74z 3/4"EACH #I0x4•'WOODSCREWS MAX EACH SIDEOFPOST AND 24" O.C. MAX F OW Q 7 FLANGE (a27C O.C. K ¢ K 1h � Q r O J I CONC: d U M L LL 1/4"CIA x 4" CONCRETE 2'x2" x0.125"ALUM ANGLE W/ SCREW ANCHOR @ 24" O.C. (4) #14 x 314" SMS INTO UPRIGHT DRAWN BY 2 x3• 2"x3"HOLLOW 5- { TP SECTION 2"x UPRIGHT I DATE DRAWN EXISTING HOST 03/30/17 REVISION Bj 1X2 TO HEADER DETAIL Q _ C'lNX3 TO HOST STRUCTURE DETAIL A_2 SCALE: NTS B-2 POST TO HEADER DETAIL ® _ A-2 SCALE: NTS A _2 !'W L SCALE: NTS SHEET NO: A-2 ¢ o. �- o M PROFES31014ALSEAL rr a W 0 0 W 6 a L" 3 LuLu �o w u 0 (7 ,$ Z 0m 2 K 0¢BE LLI u W Z W W < 3 z W z W j C) V F W F- d G If[ [ C u J Zzcis a N u Q o S v< z P 3 Lu G�Mm W (3)#12x3/4'SMS V Z ��nn m 1- 1/e"x2"x2"EXTRUDED I INTO DJ Z Q0 �3== a C ANGLE 5032 H32 ALLOY gg i"x3"RECEIVING = Z m 0 • • CHANNEL V) LLI ^ u �'� '� 3 r• • a A c 4 219-MINCONC C SLAB/FOOTING ?i ANCHOR EMBEDMENT 3 SEE PLAN z 'e, x LU LL EN F N 0 c w z c SIDE VIEW p (1)3I8"DIA. CONCRETE p p a SCREWANCHORS W Q U L) (21W CONC. EMBED) LLI I I UPRIGHT O 0] d m PRE -HUNG O ~ R Q Of M DOORJAMB a U M ULL lJL $ -TV 1"x3"RECENINGCHANNEL 4 A DR WCHORED TO CONC W/1/4" AWI ATE DATE DR 7 :ONCRETE SCREWANCHOR a (MIN. 114"EMBED) REVISION 6" MAX EACH SIDE OF POST A. AND 24" O.C. MAX 1 - FRONT VIEW © - DJ-1 _ UPRIGHT TO CONCRETE (rD PRE -HUNG SHEET NO: A-3 DOOR LOCATION DETAIL �� /'� SCALE: NTS `�,{/