Loading...
HomeMy WebLinkAboutHenderson eseal CONTRACTOR: Master Craft Aluminum Products DESIGN CRITERIA: This item has been ,`````` PsuPugR FAIR Applicable Codes,Regulations,and Standards electronically signed and sealed �.� o E"•••. F� f I.The 7th Edition 2020 Florida Building Code,specifically Chapter 16 Structural Design, C' Ns �i ( > g p y P g by T.P. Arnett PE. using a �- F•'•. s Chapter 20 Aluminum,and Chapter 23 Wood. ' Sl* 2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the Aluminum Digital Signature with date and S NO. 46043 Design Manual prepared by The Aluminum Association,Inc.Washington,D.C.,and the Guide to Aluminum Construction in high wind areas. time. Printed copies of this 3.ASCE 7-16. Z document are not considered STATE OF Loading Criteria signed and sealed and the ' A- 1.1.Live Load:N/A '��j 0 69�1R �i�l l 2.Dead Load:N�A signature must be verified on .,� � 3.Wind Load: G an electronic copies. '00'04- 09:���N2�0 � .22 3.1. Building Occupancy Category,Section 1604.5 and Table 1604.5: Risk Category. 2. y p 3.2. Ultimate Design Wind Speed:Vuu=160 MPH,Nominal Design Wind Speed:VAso= Iilllllll 116 MPH. 3.3. Exposure Category,Section 1609.4.3: Exposure C 4.Building Category for Aluminum Structures,Section 2002.6:Category Type 2-Glass w w a Room:Non-Habitable,Unconditioned w d o z m U Roof Type 1.Roof Type: N/A z w � z 2.Roof Material:N/A w z c� J cc Z Foundation Design Q Q 0 of Z w Existing concrete.No additional concrete footing or slab is required to resist the loads z 0- w Z imposed by the proposed construction if the existing slab is a minimum 4"thick with an 0 N N z 8"x 8"thickened slab edge and in sound condition,free from structural cracking, _ N Q w w spalling,or other deterioration. N I W N w U I u -J Z Specifications n 0 = a The following specifications are applicable to this project: Q 1.All work shall be in accordance with the 7th Edition(2020)Florida Building Code,and any EXISTING TRUSS other applicable local codes and regulations. ROOF 1 o 2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,no pp 00 0 LL M LL manufacturer substitution is acceptable without the specific written,signed and sealed p authorization of Florida Aluminum Engineering,Inc. - U a Z 3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better zinc plated X W N z z LD m to ASTM B633,or coated stainless steel series"300",or uncoated stainless steel series C>J 1 - ~ m Z `n "400". (D MW w N a 4.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from ends and z w m a 24"center to center or#12 screws 6"from ends and 12"center to center. Q p[ N LL m m w 5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent. (� W w a w 6.Door location shall be determined by contractor in the field. Tr Q w -a 7.Where concrete specifications are required,whether in the screen enclosure scope or not,by z <~ z = one or more regulatory agency,the following specifications are applicable: a.Concrete shall conform to ASTM C94 for the following components: 2'-0" O Z a =o i. Portland Cement Type 1,-ASTM C 150 J W o = ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 7'-0" 0 3 iii. Air entraining+/-1%-ASTM C 260 „ iv.W ater reducing agent-ASTM C 494 8'-11 8'-10" a v.Clean Potable water Z vi. Other admixtures not permitted of b.Metal accessories shall conform to: B-2 B-1 W 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 Z after hatching is not permitted. 2X3 2X3 w d.Prepare and place concrete per American Concrete Institute Manual of Standard w 0 Practice,Parts 1,2,and 3 including hot weather recommendations. a a e.Moist cure or polyethylene curing permitted. f. Prior to placing concrete,treat the entire subsurface area for termites in compliance W w with the FBC. C C L - p O W g.Concrete shall be placed over a polyethylene vapor barrier. X -2 A 2 � I � Q o h.All aluminum components embedded within concrete shall be coated with a nl I� J bituminous paint or epoxy. 2X3 3 2 N a Z W CWj z 8.All lumber and plywood shall have grade marks and treatment identification and ShallIL[ O 0 W conform to the following: U Cl) W W LJJ W � - � a.Framing lumber shall be minimum no.2 southern yellow pine and have a -, maximum moisture content of 15%. 1 X3RC 1 1 X3RC 1X3qG O z < F M b.Pressure treatments shall be osmosalts,osmose k-33,womansalts or celcure,as W rn O w recommended for the use condition.Pressure treated lumber shall be impregnated d 2 0'> W W with a cca salt treatment in accordance with f.s.tt-w-571 and bear the American DRAWN BY Wood Preservatives Institute quality mark 1p-2. D )-1 B C-2 TIP 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# ALL ELECTRICAL TO BE INSTALLED PER DATE DRAWN felt paper,10 mil polyethylene sheet or equivalent material. 7TH EDITION (2020) FLORIDA BUILDING CODE. 09/21/21 9.Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project,including manufacturers specifications, and installation 5'-3" 3'-0" 4'-1" 4'-1" EXACT ELECTRICAL PLACEMENT TO BE REVISION methods for anchoring the submitted windows to Aluminum members and specific sizes as VERIFIED BY CONTRACTOR Qi _ indicated on A-1. 10. Contractor shall provide any additional backing(aluminum,wood etc..)and anchors as required by the window manufacturers recommended procedures. Q _ It. All glass panels within 24"of a door opening shall be of tempered glass per COMPONENTS & CLADDING FBC-R308.4 4 - 12. All flashing and weatherproofing shall be provided by the contractor. (A S D) DESIGN PRESSURES F 0 R WINDOWS / SHEET NO: 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design DOORS: +33.40 P S F / -44.77 P S F and engineering fee. ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x 2"x 0.046" 2 x 3: 2"x 3"x 0.050" 2 x 4: 2"x 4"x 0.050" 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" 3"x 3"x 0.070" 2 x 4 Snap: 2"x 4"x 0.045" POST SELF MATING(SMB) I 2 2x4SMB: 2"x 4"x 0.044"x 0.100" I OC of of 2 x 5 SMB: 2"x 5"x 0.050"x 0.100" } CHAIR RAIL MEMBER I W O 2x6SMB: 2"x 6"x 0.050"x 0.120" 1 1 2"x 2"x 3"x 1/8"ALUM ANGLE z 2 x 7 SMB: 2"x 7"x 0.057"x 0.120" 1"x 3"RC W/1/4"CONCRETE EACH SIDE OF UPRIGHT I — r Q 2 x 8 SMB: 2"x 8"x 0.072"x 0.124" SCREW ANCHOR 6"FROM W/3/8"DIA.x 3"CONCRETE I (D O Z 2 x 9 SMB: 2"x 9"x 0.072"x 0.124" UPRIGHT&AT 24"O.C. ANCHORS ON EACH SIDE& Z k.0 ? 2 x 10 SMB: 2"x 10"x 0.092"x 0.398" (MIN.2 3/4"EMBED.) U4PRIGHT/4 SMS SCREWS INTO I J yt 2"x 2"x 1/8"ANGLE W/ I Q Q Z w MINIMUM FASTENER EDGE DISTANCE:1/2" z z MINIMUM FASTENER SPACING:3/4" (4)#10 x 5/8"EACH SIDE I EL Z z ° I UPRIGHT (n Q Lu Z N U CONCRETE SCREW ANCHOR: I Lu SIMPSON TITEN HD OR EQUIVALENT °`a ° IL Q J z SHEET METAL SCREWS(SMS): r7 1I 0 2 a ITW/BUILDEX OR EQUIVALENT d o o OL ao w m w0 B 3"X 3"POST TO DECK CONNECTION DETAILS C CHAIR RAIL TO UPRIGHT DETAIL Z a °z z A-2 SCALE:NTS /�-� SCALE:NTS Z /-1 c z G (D =m o.1O-i (It a Z W � w Q '^"m m C7 1- Lu W z2a0a0 s 0 Z F. 3 2~mow z x D O Z m N a � J LLJ o O LL O ~ w � CONC.HEADER: 1/4"DIA.x 4"CONCRETE a — — SCREW ANCHOR @ 24"O.C. WOOD HEADER: z WOOD HEADER: (1)3/8"DIA.x4"LAG SCREW INTO HEADER of p EXISTING CONCRETE HEADER: WOOD: 1/4"DIA.x 4"WOODguNr-v"oHEADlRLu 1/4"DIA.x 3"WOOD SCREWS, @ 12"O.C. (1)3/8"DIA.x 4"CONCRETE SCREW O 6"FROM GIRT&@ S O.C. ANCHOR INTO HEADER 3 CONC: — z 1/4"DIA.x 3"CONCRETE —— —— — — —. —— —— v SCREW ANCHORS,6" o FROM GIRT&@ 24"O.C. EXISTIN N I 2"x 2"OR 2"X 3"HOLLOW — I /HEAD RG I LLJ 07 ui SECTION GIRT — ——— — O Lu Q J q co 2"x 3"HOLLOW — - — — — — Q Z W W ~ I _ SECTION 2"x 3"HOLLOW 0 z LLJ EL 2"x 2"x 1/8"3"LONG ANGLE WOOD: SECTION () W W W/(3)#14 x 3/4"EACH 1/4"DIA.x 4"WOOD@S12"O.C.REWS CO"DIA.x 4DCONCRETE p Q FLANGEC_ T 2"x 2" x 0.125"ALUM ANGLE W/ I SCREW ANCHOR 6"FROM Wzl U D' co 1/4' DIA x 4'CONCRETE POSTS AND @ 24"O.C. m O JSCREW ANCHOR @ 24"O.C. (4)#14 x 3/4"SMS INTO UPRIGHT d = co W WWOOD HEADER: 1/4"DIA. x 4"WOOD SCREWS DRAWN BY 2"x 3" 2"x 3"HOLLOW I 6"FROM POSTS AND @12" TP SECTION O.C. EXISTING HOST 2"x UPRIGHT DATE DRAWN 09/21/21 B-1 2X3 TO HEADER DETAIL REVISION Q C-� 2X3 TO HOST STRUCTURE DETAIL A-2 SCALE:NTS B-2 POST TO HEADER DETAIL © - SCALE:NTS A- A-2 SCALE:NTS Q - 4 SHEET NO: A-2_ r x 0 Lu L LJ a w O z � m o O U z Lu (.o ? LLJ z J z a az W o (A Z awLu LLI 2i L-' L.L J z O O 7 Q � ~ Q cl n W LL N LL U V z O z N O z - W V1 U) w w w J F m m N W Qm'y ti 17 r W �Q r QW Z�wco O z F. a w W N r 1/8"x 2"x 2"EXTRUDED D 2"x 3"/1"x 3"RC ANGLE 5032 H-32 ALLOY � W ^ o = W/(3)#12 x 3/4"EMS ILL r INTO DJ 1"x 3"RECEIVING W r FASTEN PLYWOOD SHEATHING e e CHANNEL a W/#12x1"SMS@6"O.C.AT ® a z PERIMETER AND INTERIOR x SUPPORTS O w J O 21/4"MIN CONC 2 SLAB/FOOTING ANCHOR EMBEDMENT 2"x 3"P.B.ALUM WALL SEE PLAN 0 STUDS @ 16"O.C. w U 7 0 1/2"CDX OVER TY-VEX AND (n O 7/8"STUCCO FINISH OVER W (n w PAPER BACKED WIRE LATH 1"x 3"ALUM RECEIVING WITH LATH SCREWS SIDE VIEW Q 0 o m CHANNEL W/(1)#14 x 3/4" (1)3/8"DIA.CONCRETE C Q 0 SMS EACH SIDE SCREW ANCHORS Q z UJ LU Or (2 1/4"CONC.EMBED) 0 0 U z GRADE I / UPRIGHT W � J W — EXISTING CONCRETE PRE-HUNG 0 Q H O 8" / DOORJAMB z U � M 2MOLLLL 1"x 3"RECEIVING CHANNEL DRAWN BY ANCHORED TO CONC W/1/4" TP DIA.x 2 1/4"CONCRETE SCREW ANCHOR,2"MAX 1"x 3"RECEIVING CHANNEL DATE DRAWN EACH SIDE OF 2"x 3"ALUM ANCHORED TO CONC W/1/4" WALL STUDS CONCRETE SCREW ANCHOR 09/21/21 (MIN.1 1/4"EMBED) REVISION 6"MAX EACH SIDE OF POST Ci-2 2"x 3"OR LARGER UPRIGHT TO DECK DETAILS AND 24"O.C.MAX Qi A_3 SCALE:NTS T T 6 Q2 FRONT VIEW 0 - 4 - DJ-1 UPRIGHT TO CONCRETE PRE-HUNG SHEET NO: A-3 DOOR LOCATION DETAIL A-3- SCALE:NTS