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HomeMy WebLinkAboutBuilding PlansCONTRACTOR: TRI-COUNTY ALUMINUM, INC. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 7th Edition (2020) 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 7-16. Loading Criteria 1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 1 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: V-T =150 MPH, Nominal Design Wind Speed: VAsn = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover / Screen Room: Non -Habitable, Unconditioned RoofType 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida Product Approval Number FL 18464-R2. 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, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 7th Edition (2020) 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. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. -6. 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. 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,- 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 batcWng 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. 8. All flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. 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. 10'-0" 3OST"90 POST 1X3 (TYP) 2(Ty,RT kO 0.090 b I c 090 POST - 'a t 2XDJ 2XOJ 3x3x0.090 POST 8'-6" 3=0.090 -POST 0 J 3'X12'XO.019'� A-3 RHINO PAN ............. ........ ........................ I ...... 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LL DRAWN BY TP 02/03/21 SHEET NO: A-1 n ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2 x 4: 2" x 4" x 0.050" 2x5: 2"x5"x0.050" 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" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2x4SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7SMB: 2"x7"x0.057'x0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2x9SMB: 2"x9"x0.072"x0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE:1/2" MINIMUM FASTENER SPACING. 3/4" CONCRETE SCREW ANCHOR SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SW: ITW / BUILDEX OR EQUIVALENT o �•co =a :uJ Z Vol 0 ••. y •.. 3" x x 0.090" I POSTT POST I (2) 3/8" DIA. CONCRETE I I SCREW ANCHORS (3" CONC. EMBED) I I I I (2) 3/8" DIA CONCRETE I I SCREW ANCHORS I I (3" CONC. EMBED) INTERNAUExTERNAL 1" x 3" OB W/ 1/4' CONCRETE INTERNAUEXTERNAL I I 3" x 3" x 1/8" EXTRUDED SCREW ANCHOR 6' I I 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" FROM UPRIGHT & (a� I I POST BASE W/ (2) 3/8" I I DIA. THRU BOLTS 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS I : I B B—1 3" x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-Z SCALE: NTS A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY W/ (4) #14 x 3/4" SMS INTO DJ CONC kANCHOR SLAB! FOOTING M ' G e • BEDMENT SEE PLAN• a . CHAIR RAIL MEMBER I I SIDE VIEW I --- _I I I (1) 3/8" DIA. CONCRETE / V x 1" x 1/8" ANGLE W/ SCREW ANCHORS I i / UPRIGHT (2 1/4" CONC. EMBED) PRE -HUNG (2) #14 x 5/8" EACH FLANGE EACH SIDE OF UPRIGHT DOOR JAMB I I 3" x 3" x 0.090" POST e .a 1"x 3" BASE PLATE ° ANCHORED TO CONC W/ 1/4" 4 CONCRETE SCREW ANCHOR d (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST °4• d AND 24" O.C. MAX ° e '4 . e . e • ,' . ' .. . C CHAIR RAIL TO POST CONNECTION DETAIL FRONT VIEW __ A-L SCALE: NTS D NPRIGHT TO CONCRETE PRE -HUNG A_2 DOOR LOCATION DETAIL SCALE: NTS W LL LLJ a Z fY1 W LLI Z W < Z z G' Lu c%1 N v) Q W LLI O J LL 1 d 2 - Z Z C m� G C Zmm 52 J J - LL. === w ag w S u 00 Q uu za" z �� Z a ' oc O W LJ.. LL Ln Ln 0 LJJ � U Q _�� �wj J CN -� Z ¢ a) Lo ZSQ'cco ♦"S Lo(LLJL DATE DRAWN 02/03/21 REVISION SHEET NO: A7,21 E 0 9 4%. PANIPANELNO �� ////// NEOPRENE AC D/ #14SMS x3/4"W/ \\\\\�� �..•• �:/ •• '•. /I WASHER @ 4" O.C. NEOPRENE FACED �\ •' WASHER @ 12" O.C. ALONG LENGTH c,) �• �!/ a LL Q• :: y OF ALL END BEAMS Q Z 0 = : O �a :W (O W FLASHING 1 BY �I l� •�•. Z /j//0� •' 2"x3"TOP REDUN ESS J ANGLE REQUIRED UNLESS 1 3"RISER #14x3/4'SMSW! OTHERS .•��.• •••.•��••O!�(j, J SPLICED OR CORNER - I Q 2" x 3" ATTACH W/ (4) #10 x 4" LG ( I PANEL I NEOPRENE FACED WASHER @ 4" O.C. 3" x 12" RHINO PAN // / FL \\ Q \ I I END BEAM Q PANEL III 10 3" x 3" x 0.090" III I I 10 I Q UPRIGHT 2" x 3" I I I I u- RAIL W/ I I W I w La (4) #10 x SMS 2" x 3" INTO POST TOP RAIL W/ 3" 12" RHINO I #14 x 314" SMS W/ /{ I Z . (Y1 0 a (4) #10 x 4" SMS x PAN PANEL NEOPRENE FACED EXISTING /I z (p INTO POST WASHER @ 4" O.C. BUILDING I W z _ 2"x2"x3"LG - - - - - (3) 3/8" DIA THRU BOLTS THRU/BODES Q Q Z Z 2" x 2" x 3" LG x 1/8" ANGLE d I I O N x 1/8" ANGLE 2" x 5" SMB (n Z - - - - - - - 1 2" x 5" SMB 3" x 3" x 0.090" I 1 G C (4) #10 x 3/4" (4) #10 x 3/4" POST I LWL u SMS INTO SMS INTO 3" x 3" x 0.090" 1 I I O = SCREW BOSSES I SCREW BOSSES I POST ~ (2) INTO TOP RAIL 1 (2) INTO TOP RAIL 1 1 I (2) INTO POST (2) INTO POST 1 11 CONNECTION AT CORNER CONNECTION AT SPLICE S_� S-2 RHINO PANEL TO POST 4TH WALL DETAIL �u� Z N m S HINO PAN ROOF TO POST CONNECTION SCALE:NTS A-3 _ SCALE: NTS Z C �., co 0 X 3 TOP RAIL CONNECTION TO 3X3 UPRIGHT C7 �_ W trl 1� 1� J Z ASCALE: NTS J Q W W ~ LL C O z K W LL #14 x 3/4" SMS W/ #14 x 3/4" SMS W/ FLASHING NEOPRENE FACED #14 SMSx 3/4" W/ NEOPRENE FACED BY _ #14 SMSx 3/4" W/ WASHER @ 4" O.C. 3"-x-12" RHINO. NEOPRENE FACED WASHER @ 4" O.C. OTHERS NEOPRENE FACED `PAN PANEL WASHER @ 12" O.C. #14 x 3/4" SMS W/ WASHER @ 12" O.C. ALONG LENGTH 3' x RHINO NEOPRENE FACED 3" x 12" RHINO ALONG LENGTH / OF ALL END BEAMS PAN PANEL AN WASHER @ 4" O.C. PAN PANEL OF ALL END BEAMS 2" x 3" TOP RAIL w! (4) #10 x 4"SMS INTO POST / - -- - - - 2" x 2" x 3" LG x 1/8" ANGLE W (9 0Z� x 0.045" ® I END BEAM EXISTING o 2 a (4) #'10 x 3/4" 0- Q W Q p V o BUILDING 3/8" DIA,o 1° END BEAMS r - SMS INTO I SCREW BOSSES L / THRU BOLTS-,--'e - - - ' ' _ - - __ - - _ (2) INTO TOPAIL I m LLI Q 1 1/2" x 21/8" x1 112" x 0.062" I (3 TOTAL) I (2) INTO POST -I Z 0) ALUM RECEIVING CHANNEL i W/ (3) #12 x 3/4" SMS EACH I SIDE OF BEAM & (2) 3/8" DIA. I I 2" x 5" SMB 1 1/8" x 21/8" x 1 1/2" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) I 1 #14 x 3/4" SMS EACH SIDE OF 2" x 5" SMBJ I I 0 z 2 Q T v 0 -1 C. uo D LL THRU BOLTS INTO THE POST I BEAM & 3/8" DIA. THRU BOLTS 1 1/8" x 2" x 1 1/8"x 5" x 0.062" DRAWN BY I (2) 1 I 3/8" DIA. THRU BOLT 3" x 3" x 0.090" INTO POST ALUM RECEIVING CHANNEL W/ (4) #14 x 3/4" SMS INTO TP I 2" x 5" SMB I POST i i EACH SIDE OF BEAM & #14 x 1"SMS INTO CORNER POST POST DATE DRAWN I I - - J� I 02/03/21 3" x 3" x 0.090" REVISION POST S-- HINO PANEL TO CORNER POST 4TH WALL DETAIL S-4 RHINO PANEL TO CORNER POST CONNECTION $-5 HINO PANEL ROOF TO POST CONNECTION © - A-3 SCALE: NTS J SCALE: NTS _3 / 1 SCALE: NTS 4 SHEET NO: A-3 3" RHINO PAN ROOF PANEL 2" x SMB EDGE BEAM e e e 11/2"x21/8"x11/2"x ` 0.062' x 3" LONG ALUM RECEIVING CHANNEL W/ (3) \ #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO BEAM 2" x 3" x 0.045" KNEE BRACE e e 1 1 /2" x 21 /8" x 1 1 /2" x 0.062' x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 12" O.C. #14 x 3/4" SMS W/ ALONG LENGTH OF ALL NEOPRENE FACED END/ CROSSBEAMS _ WASHER @ 4" O.C. - V- \_3" x 3" x 0.090" POST S-7 KNEE BRACE CONNECTION DETAIL A_ A SCALE: NTS 3" RHINO PAN ROOF PANEL 2" x 3" x 0.045" e END BEAM , \ 1 1/2" x 2 1/8" x 1 1/2" x \ \ 0.062" x 3" LONG ALUM \ \ RECEIVING CHANNEL W/ (3) \ #12 x 3/4" SMS EA. FACE & \ \ (3) #12 x 3/4" INTO BEAM \ \ 2" x 3" x 0.045" KNEE BRACE \ \ o 1 1 /2" x 21 /8" x 1 1 /2" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST ........, 'Q 4�, cn o o a w co �� * u.l — a - N �' O j ��� p �. Z #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 4" O.C. 12" MAX S-$ KNEE BRACE CONNECTION DETAIL SCALE: NTS x 3" x 0.090" h 7 C 0 W W W a Z �— m ZL~u W Z J fD: a Z Z O °' v N N N C V O O ,_, c _ Z z m m to `oAX p u z R��'-mro a W wa � Q W Z _W O z q J W LL .. D_ N 0 W 0 � U LU J Lu ZQO)Lo zIit Do - DRAWN BY TP DATE DRAWN 02/03/21 REVISION 0 0 0 SHEET NO: A-4.