No preview available
HomeMy WebLinkAboutBuilding 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 Specifications for Aluminum Structures, Part 1-A of the 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. Loading Criteria 1. Live Load: N/A 2. Dead Load: N/A 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 2. 3.2. Ultimate Design Wind Speed: Vm.r = 160 MPH, Nominal Design Wind Speed: Vxso = 116 MPH. per St Lucie County Building Department 3.3. Exposure Category, Section 1609.43: Exposure B 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass Roam: Non -Habitable, Unconditioned Roof Type 1. Roof Type: N/A 2. Roof Material: N/A Specifications The following specifications are applicable to this project: 1. AD 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 authorimfion ofF7orida 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. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or 912 screws 6" from ends and 12" center to center. 5. Approved concrete screw anchors to be Simpson Titen-III) or equivalent 6. Door location shall be determined by contractor in the field. 7. 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,- ASTMC 150 if. Aggregates - large Aggregate 3/4" max - ASTM C 33 iii. As, 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 in: i. Reinforcing Barn - ASTM A615, grade 60 if. Welded wire fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or mom than 5". Water added after batching is not pemdtted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recormrmendartons. e. Moist cure or polyethylene curing permitted. f Prior to placing concrete, treat the entire subsurface area for temt[es in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. It. All aluminum components embedded within concrete shag be coated with a bituminous paint or epoxy. S. Ali 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 150A. b. Pressure vestments shall be osmosalts, carouse k.33, womaosalts or "form, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with Es. tt-w-571 and bear the American Wood Preservatives hutimte 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, andinstallation methods for anchoring the submitted windows to Aluminum members and specific sins as indicated on A-1. 10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as required by the window manufacturers recommended procedures. 11. AB 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 ofthese plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC >•Fj)ie Z- : � '•'� 3X�0 _ Wd "•," 2'-0.. t - 7'-0" ALL ELECTRICAL TO BE INSTALLED PER 6TH EDITION (2017) FLORIDA BUILDING CODE COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: +27.7 PSF / -37.0 PSF r i A 8'-10" + + 8•-11•' - ' L__ 5'-1J" A 3'-11" >_ 4'-2" 4'-2" e CZ v LL O, CD� O 0 d' * ~ O In 0'F F�� W W w a Z m Uh o ro W Z J tl' • z Q Z O a coil V) Z H w W J LL 0 a � G Zrl gg Z rd 0 -14- =5Z'_-MI JJ RNo!mm Q w idmw W _i-- �_ Z �t2 K Q O W LL N w 7 a � U K W w jam F CC a Sin LLIIL TP 02125/20 SHEET NO: A-1 ALUMISECNUM DIMENSIONS 11 I/////Z♦� ♦♦♦♦ HOL •• •• 2x2: 2"x2"x0.046" MA !4 �• � .LL�2 1 2x 3: 2"x3"x 0.050" _ 2x 4: 2"x4"x 0.050" 4 � ;••4:f ILLy 2x5: 2"x5"x0.050" Q Z CD O 3 0. W * HW-' OPEN BACK SECTIONS �•U O• 2` 1 x2: 1"x2"x 0.040" SN F 1 x 3: 1"x 3" x 0,045" 6 •. i Z (n ((� ♦i♦ SNAP SECTIONS O • ,•• •• •' !(� �� 2x2Snap: 2"x2"x0.045" ♦ • •••• 10 3 x 3 x 2 x 4 Snap: 2" x 4" x 0.045" POST— "♦♦♦♦♦, SELF MATING (SNIB) 2x4SMB: 2"x4"x 0.044"x 0.100" W W 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" CHAIR RAIL MEMBER W Tl 2 x 6 SMB: 2"x6"x 0.050"x0.120" 2"x2'z3"xt/8"ALUM ANGLE Z `rrl 2x7SMB: 2"x T'XO.OST'x 0.120" 1"x3"RC W/1/4"CONCRETE EACH SIDEOF UPRIGHT ----- -- a 2x8SMB: 2"x8"x 0.072"x 0.124" SCREW ANCHOR 6" FROM W/3!8"DIA x3"CONCRE(E z to 2x9SMB: 2"x9"x 0.072"x 0.124" UPRIGHT 8 AT 24" O.C. ANCHORS ON EACH SIDE 2 3/4" EMBED.) — — — — — _ W z 2 x 10 SMB: 2" x 10" x 0.092"X 0.398" (MIN. (4) #14 z 3/4" 5MS SCREWS J 2" z' ve" ANGLE W1 Z a Z z z MINIMUM FASTENER EDGE DISTANCE: la' — (4) #t0x 5/6"--EACH SIDE MINA4UM FASTENER SPACING: 3N' - — -- O H Z e UPRIGHT Q w CONCRETE SCREW ANCHOR: c . • •a W U SIIviPSON TTTEN HD OR EQUIVALENT •'e a Lf- OJ SHEET METAL SCREWS (SAM: • _ ITW / BUILDEX OR EQUIVALENT ^ (�" x 3" POST TO DECK CONNECTION DETAILS C CHAIR RAIL TO UPRIGHT DETAIL Z A-2 SCALE: NTS A-2 SCALE NTS ? D 2 & u 5 z In S J � �LLmm Q W ffismm .. ILu 0 z6<FF OC C7� c OJ $ 9 w LL CONC. HEADER: 114" x 4" CONCRETE OOD HEADER SCREW ANCHOR @ 24" O.C. WOODHFADD (1) 3//6" x 3" LAG SCREW INTO HEADER WOOD EXISTING #70 x 4" WOOD SCREWS HEADER ONCRETE HEADER: �E SCREW #10 x 3" WOOD SCREWS, 6" 12" O.C. ANCHOR INTO HEADER FROM GIRT 8 @ 12" O.C. NC - - - 1/4" z 2 3/4" CONCRETE - - - - - - - - - - SCREW ANCHORS, 6" FROM GIRT 6 @ 24" O.C. N 1 I W 2"x 7OR7 X3"HOLLOW I ( H�pa I SECTION GIRT - — — _ _ — _ — 1 F- 0 K ® ! 2"x 3" HOLLOW __ __ __ _._ — ..._ .._ __ _. ._ __ ___ ___ ... __ __ .__ _._ ._. Q U W I SECTION j U U - - - 2"x4 HOLLOW ( 2" x 2' x US" T LONG ANGLE WOOD: SECTION MAX EACH SIDE OFMPOST W J a W1(3) #14 x 3/4" EACH #10 x 4" WOOD SCREW5 AND 24" O.C. MAX ] m FLANGE @ t2' O.C. CONC E3 J m 1/4"DIAx 4"CONCRETE 2"%2' x0.126"ALUM ANGLE PL CL 9 n 0 i0o! SCREW ANCHOR @ 24" O.C. (4) 914 x3/4" SMS INTO UPRIGHT DRAWN BY ! ! 2"x 3" 2"z3"HOLLOW - UPRIGHT TP SECTION DATE DRAWN EXISTING HOST 02/25/20 REVISION B-� 2X3 TO HEADER DETAIL C'1 A-2 SCALE: NTS B-2 POST TO HEADER DETAIL 2X3 TO HOST A-2�� STRUCTURE DETAIL SCALE: MS A-2 SCALE: NTS x ` _ _ x 4 ` SHEET NO: A 2 S r p1j `,`,`1111111111111I ,. ..... aez a o ? �a :W co * W ¢� n 6 i z t~i1 ........... ,�1111/11111111111111111, W LIJ La m Zk W W Z w 2 J ff Z , Z 0 2 Z W U 3 LL O cc a a a c C c c G 6 C zZ C V I�-�� V ZVN � LL n Zj m m �m .. Q W ¢wsLu o 1/3"x2'x2"EXTRUDED yy+ O z g g C 2"x 3"/ 1"x 3" RC ANGLE 5032 H-32 ALLOY W/(3)#12 x 3/4"EMS J W LL INTODJ 1"x3"RECEIVING $+ •4• CHANNEL FASTEN PLYWOOD SHEATHING n W/ #12 x 1"SMS Q B" O.C. AT PERIMETER AND INTERIOR SUPPORTS �,A C q 4. • SLAB/FOOTING .� 3W'NINGOC• . u+moNeueeonfNr Z 5 2"x 3" P.B. ALUM WALL SEE PLAN '4 STUDS@ 18"O.C, • , 4' • L 1/2"CDX OVER TY-VEXAND N rt 7/8" STUCCO FINISH OVER W °u PAPER BACKED WIRE LATH 1"x 3"ALUM RECEIVING WITH LATH SCREWS SIDEVIEW Q CHANNEL W/(1)#14x 314" (1)3/B"DIP, CONCRETE Q n EMS EACH SIDE SCREWANCHORS Q 0 LLI •••. (21/4" CONC. EMBED) 4 K W ' ". RADE I UPRIGHT j W 4. N ...E)0S'TINGCaNCREY':'1'U; B„ `, �' °,''` •': PRE -HUNG J i H- DOOR JAMB gJg g R' c'1 0 LLJ. 1" x 3" RECEIVING CHANNEL — -- ( DRAWN BY ANCHORED TO CONCW/1/4"' $" TP CONCRETE SCREWANCHOR (MIN. 11/4"EMBED) 1"z3"RECEIVING CHANNEL DATE DRAWN 2" MAXEACH SIDEOF 2'x3" ALUM WALL STUDS ANCHORED TO CON W/1/4" • 4 . ;< 02I25I20 CONCRETE SCREWANCHOR . 4 ' (MIN. 11/4"EMBED) ''a'' ''4 REVISION C-Z 2" x 3" OR LARGER UPRIGHTTO DECK DETAILS S"MAXEACHSIDEOFPOST AND24"O.C. MAX '�• Ql A 3 SCALE: NTS91 J FRONT VIEW © - F DJ-1 PRIGHT TO CONCRETE PRE -HUNG —_ SHEET NO: A-3 DOOR LOCATION DETAIL �_ A SCALE: NTS 'Jj