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HomeMy WebLinkAboutPLANSMaster Cmft Aluminum Applicable Codes. Regulations, and Standards I. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Lksign, 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. Basic Wind Speed, Figure 1609.3(1), State of Florida Debris Region&Basic Wind Speed, Section 16093.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vmr =158 MM-V-= 122 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: N/A 2. RoofMaterial: N/A Foundation Design Existing concrete. No additional concrete fooling or slab Is required to resist the loads Imposed by the proposed construction If the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and In sound condition, free from structural cracking, spaliing, or other deterioration. Specificatlons The following specificatiom me 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 ASIM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. All Self Mafing 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 center. 5. Door location shall be determined by contractor in the field 6. Where 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: L. Portland Cement Type I,- ASTM C 150 ii. Aggregates - Large Aggregate 31V max - ASTM C 33 Ill. Airmtralning+/-1%-ASTMC260 iv. Waterreducing agent- ASTM C 494 v. Clean Potable water Ni. Other admixtures not permitted b. Metal accessories shall conform to: L. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTMA185 e. Concrete slump at discharge chute not less than 3" or more than 5". Water added after belching 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 clue 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. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. 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 yellowpine and have a maximum moisture content of 15a/a b. Pressure treatments shall be osmosalts, assume k-33, worramalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with fs. tt-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. c. Wag Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that me uncoated shall be separated from Pf lumber by 30# fell paper, 10 mil polyethylene sheet or equivalent material. 8. Contractor shall provide Florida Product Approval information as to the exact window beingutilizedforthispmject, including manufacturcesspeci&cations, andinsallation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A.I. 9. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as required by the window manufacturers recommended procedures. 10. All glass panels within 24' of a door opening shall be of tempered glass per FBC-R308.4 11. All Bashing and weatherproofing shall be provided by the contractor. 12. 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 GOOGLE EARTH. >'- 7'-0" ALL ELECTRICAL TO BE INSTALLED PER 6TH EDITION (2017) FLORIDA BUILDING CODE COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS. +30.4 PSF / -40.7 PSF /jw- ©y/2 ST. LUCIE COUNTY BU ING DIVISION REVIEWED FOR COMP A REVIEWED BY St DATE ?LANS AND PERMIT MUq BE KEPTTON JOB SITE OR NO INSPECTION(S) WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, #lg01- C)y)' ALL MANUFACTURES CABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORT ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 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L ie County Iftl 01/08/19 A-1 a C l UmiNUM MEMBERS DIMENSIONS 1118681j,906, \\11111111 * tL/��zwi��' HOLLOW SECTIONS 2x 2: 2"x2"x 0.046" `�\\\�.� .• 0 • •• , i�� 2x3: 2"x3"x0.050" 2x4: T'x 4"x0.050" -- - Q% 4t- l Qj M � IL 6 2x5: z^xs^Xo.oso" e; 2 � p p OPEN BACK SECTIONS G. % W 67 � FW- Q 1 x2: I"x2"x0.040" 1 x3: 1"x3"x0.045"�' SNAP SECTIONS •�' Z .•'�lGy 2 x 2 Snap: 2"x2"x0.045„ p �j �. •�''•. p 2 x 3 Snap: 2" x 3" x 0.050" ', ., ....••'' �� \ 2x 4 Snap: 2"x4"X0.045" 3" x 3" x 0.070" * POST � 11/11 IIIIIN SELF MATING (SMB) 2 x4 SMB: 2"x4"x 0.044"x 0.100" 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" CHAIR RAIL MEMBER W W LLI 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" ll Z 2X7SMB: 2"x7" X 0.05T'X 0.120" 2x8 SMB: 2"x8"x0.072"x0.17A" i"x3"RC W/1/4"CONCRETE 2"z2"x3"zil8"ALUM ANGLE EACH SIDEOF UPRIGHT --- --- �� SCREW ANCHOR B"FROM W/3/8"DIA x3"CONCRETE "O.C. Z 0 2x9SMB: 2"x9"x0.072"x0.124" ANCHORS ON EACH SIDE UPRIGH)3/4- WI z'7 2X 10 SMQ: 2"X10"x0.092"x 0.398" (MINBED.) (q)#14x3/d"SMSSCREWS -------_ J K MINIMUM FASTENER EDGE DISTANCE! IZ 2"x2'xll8"ANGLEW/ (4) #10 z 5/8" EACH SIDE Z a Z Z MINIMUM FASTENER SPACING:3/4" — — — — — O Z .4 UPRIGHT H CONCRETE SCREWANCHOR ° W U SIMPSON TITEN HD OR EQUIVALENT ° ' 4 O O SIIEET METAL SCREWS(SMS): °' _ cc / BUH,DEX OR EQUIVALENT 4 x X POST TO DECK CONNECTION DETAILS CHAIR RAIL TO UPRIGHT DETAIL Z R A-2 SCALE: NTS A_2 SCALE NTS — cZ C & R§ j A J Z IM Q W 6g u a a OZ g LL LLI CONC. HEADER: 1/4" x 4" CONCRETE SCREW ANCHOR Q 24"0.0 WOOD HEADER WOOD HEADER: E70STIN0 (1) 3/8" z 3" LAG SCREW INTO HEADER WOOD #10 x 4" WOOD SCREWS HEADER O•C. CONCRETE HEADER: (1) 3/6" DIA x 3" CONCRETE SCREW x 3" WOOD SCREWS, 6" ANCHOR INTO HEADER FROM GIRT & Q 12' O.C. I CONQ — _ 1/4" x 2 3/4" CONCRETE - SCREW ANCHORS, 6" FROM GIRT 6 ® 24" O.C. 2"x TOR 2X 3" HOLLOW I HEADERSTINGNSECTION GIRT — __ _ COO .._ -...__Z 4WX .._...._ _... __. - W I SECTION TION2°z2'W/ 2"x3"HOLLOW SECTION 2"z 3' N7#10z3SMS-6"W U) W 3 #140x 3/4"EACH O #REWS MAX EACH SIDE OF POSTLJI AND 24" O.C. MA% a.O2 IL M 0(9 ' FLANGE O.O 0 COC' RETE - 2"x 2' x 0.128"ALUM ANGLEW/ U- SCR4"O.C. (4)#14 x 3/4"SMS INTO UPRIGHTDRAWN BY 2"x 3" LLOW — TP SECTION UPRIGHT EXISTING HOSE DATE DRAWN 01/08/19 B-j REVISION (3 TO HEADER DETAIL C-T 2X3 TO HOST STRUCTURE DETAIL A-2 SCALE:NTSSCALE: B-2 POST TO HEADER DETAIL NTS A-2 A_O G SCALENTS "/A4\ SHEET NO: A-2 'r Q;z o 0 a : w is :o v w ¢ C fill 1Z �y •. �'•.,�°y� ... • Quo fo z La W w Q z �m w z Zaz° O n' W N z to w W � U LLLL O J w a ZZ� zmnn J � 44mm s a Lu Hamm i Q LN oC C7 a 2"x371"x3"RC (3) 912 z 3/4" SMS O GG 118"x 2"x 2"EXTRUDED INTO DJ W G! ANGLE 5032 H-32 ALLOY LL i"x 3"RECEIVING FASTEN PLYWOOD SHEATHING • • CHANNEL W/ #12 x 1"SMS @ S" O.C. AT PERIMETER AND INTERIOR SUPPORTS .G '• SLAB/FOOTING ]1N'l9NCtlt :AN OREl0m6@h 2'x 3" P.B. ALUM WALL SEE PLAN >:i STUDS@iS"O.C. A, b .'a• •'a 12" CDX OVER TV -VEX AND ' STUCCO FINISH OVER H W 1"x 3" ALUM RECEIVING PAPER BACKED WIRE LATE{ WITH LATH SCREWS SIDE VIEW L O CHANNEL W/(1)#14z 314" SMS EACH SDE (1) 3/8" CONCRETE z SCRERE W ANCHORS Q W W (21/4" CONC. EMBED) I / (t_.'. ❑ -� ....:1 .*.1, (•; 7::: y .'. r:� �.. r . q" GRADE ., I I UPRIGHT Y W O a ...:... .};..,.• / PRE -HUNG a F' V z EXISTING CONCRETE, I DOORJAMB -.7 mt d' Q�O-1 1"x3"RECEIVING CHANNEL d% 1'] LL LL ANCHORED TO CONC W/ V4" DRAWN BY ..CONCRETE SCREW ANCHOR (MIN. 11/4"EMBED) ''�' .' 1 "� t TP 4 DATE ORgWI1J STDEOFT'z3" ALUM WALL STUDS ALUM WALL 1"x3"RECEIVING CHANNEL a ANCHORED TO CONC W/ 114" n ' 0,� /08/,19 CONCRETESCREWANCHOR n< (MIN. 11/4"EMBED) <' S°MAXEAAND24"CH OC. a�. ©REVISION C-2 7' x 3" OR LARGER UPRIGHT TO DECK DETAILS MAX :,:. AND 24" O.C. MAX A-3 SCALE:NTS FRONT VIEW © - DJ-1 PRIGHT TO CONCRETE C@ PRE -HUNG SHEET N0: A-3 DOOR LOCATION DETAIL SCALE: NTS A 3 L