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HomeMy WebLinkAboutAPPROVED PLANCONTRACTOR: B.A.C.H. 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 AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminumn Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. .oading Criteria .Live Load: 10 PSF per 6th Edition (201Florida Building Code. Appendix I Section 105.1 ?. Dead Load: 2 PSF 3. Wind Load 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed. VULT =150 MPH. VASD = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover / Wood Shed: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" 0 024" American Metals Supply Riser Panel, Florida Product Approval Number FL 16952-112 Foundation Design • New Type H 4" Monolithic Concrete Slab - 10" x 10" w/(2) #5 Cont. 31" overlap at joints on 3" chairs and poured w/ 2 500 PSI concrete. The foundations are based on a minimum sod bearing pressure of 1500 psf. • New 30" x 30" x 30" Isolated Footing w/(1) #5 top and bottom each way on 3" chairs and poured w/ 2500 PSI concrete The foundations are based on a minimum soil bearing pressure of 1,500 psf. Specifications The following specifications are 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 TS Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Al rninum Engineering, LLC. 3. Screen Material: Design based on 18114 or 20f20 Better View. Any other material mustbe 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 11300", or uncoated stainless steel series "400". 5. All Self Mating Beam Sections are to be stitched with either 914 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 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,- ASTM C 150 iL Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/-1%- ASTM C260_ _ 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 batching 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 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, womansalts or celcure, 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 Ip•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 alum members and specific sizes as indicated onA-1. 10. Contractor shall provide any additional backing and anchors 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. \� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CoMpI•y WITH All, APPUCA0I4 �40051 NOTE: BUILDER TO PROVIDE CERTIFICATION FROM MANUFACTURER FOR NEW ADDITIONS 0 Ir �_ 2XBSMB (2) 2X9SMB 4TH WALL END BEAM I- NT BEAM 2X3 2X9SMB END BEAM - INT BEAM n12"XO.024" RISER PANEL IL 2X9SM6 S- INT BEAM 2X5SMB `EDGE ! BEAM (3) 2X6 CONNECTION --L't LIJC" Coui+T' BTJH ]DIVISION RFVIEVI, D FOR CONi JCE REirLrNE Y .`� �Ci '••• '• . DATE � PLANS AND PERMIT W ; T BIrEPT ON a©3 : - Q : 40 V o o : � =_ e NO R4SPFCTMN f(1/._ L BE girlADE, co to lu'- 0 : � - MkPAL6 f° 6 f'�Nmf 6R MOMENT$ • vUJ co ACRE THE RESPONSIBILITY OF THE%`�o•• • Q, • •p CONTRETOR OF RECORD I WW&E$ \��.. MAL1S)EAL - 3X3X0.125 � `� ILN Q l��Fll�l�lEN� S-10 A-4 By 0 UJ is I-= aW C St Lucie C®untr LL W 4TH WALL z Q W w LU n 3X3XO.125 LU z "' pz - A-2 - C9 Z W OW =U F-• LL aW OU J 1= LL 1 A --- - A-3 31'-0" A-3 3"X12"X0.024" /^/ RISER PAN 2X7SMB INTERMEDIATE BEAM 2X6 16 O.C. T 10'-9" T O I iA o O© b 10'-0" F VI HI 2X3 KNEE BRACE(TYP) 4X4XO.125 POST 3X3XO.093 POST -3 A-2 3X3XO.093 POST �k*` s rc 1/ 2) A-4 A-2 6'-4" 6'-4" 6'-4" 43 12'-0" Z U o J Z M Q W woo+$ O W "ram Z U Z C7 =)Z� �.. to Lu 2X6 TOP PLATE t� to W NYL SIDING t] Q m J Q )USE WRAP ~ U ~ U QoN W Z LLt N IsZfYo�� /2" PLY CDX O > N tof - M Qin00J d fAMJo-U- (6 BOTTOM PLATE DRAWN BY GD DATE DRAWN 01 /31 /18 REVISION © 05/29/18 FiLE (;Up 0 06/25/18 SHEET NO: A-1 ALUMINUM MEMBERSDMNSIOi HOLLOW SECTIONS �\\ .- 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" �'� LL d' 2x4: 2"x4"x0.050" Q' o i- O Q 2x5: 2"x5"x0.050" , Uj p w n. Q. llJ O Z ' J OPEN BACK SECTIONS , c� o /, cn I x 2: 1" x 2" x 0.040" N Z 1x3: 1"x3"x0.045" SNAP SECTIONS #14 x 3/4" SMS W/ NEOPRENE FACED ........ 2 2 Snap: 2" x 2" x 0.045" I I WASHER @ 4" O.C. ` x pQ• ��� * 2 x 3 Snap: 2" x 3" x 0.050" I I 3" x 3" x 0.os3" 2 x 4 Snap: 2" x 4" x 0.045" POST I I PROFE SIONAL SEA SELF MATING (SMB) I I 'N 2x4 SMB: 2"x4"x 0.044"x0.100" \" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (2) 3/DIE. CONCRETE 2 x 6 SMB: 2" x 6" x 0.050" X 0.120" SCREW ANCHORS S I I 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" (3" CONC. EMBED) I I INTERNAUEXTERNAL 3" x 12" RISER PAN PANEL � W W 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 3" x 3" x 1 /8" EXTRUDED a a 2 x 9 SMB: 2" x 9" x 0.072" X 0.124" I I POST BASE 3/8" DIA W 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" L S DIA. THRU BOLTS ' THRU BOLTS T RU w MINIMUM FASTENER EDGE DISTANCE:1/2" ILL Z Lu q W w MINIMUM FASTENER SPACING: 3/4" i Q w W o. ° 2" x 5" SMS L u C. - m CONCRETE SCREW ANCHOR a °, g Z W z 0 z * SIMPSON TITEN HD OR EQUIVALENT °' ` ' , 3" x 3" x 0.093" POST h Z SHEET METAL SCREWS (SMS):" aa, ° • ° , °. ' O u c'i ITW /BUILDEX OR EQUIVALENT e ° • ' � ' W H�i x B S RISER PAN ROOF TO POST CONNECTION 3" x 3" POST TO CONCRETE CONNECTION DETAIL G- SCALE:NTS V 0 A SCALE:NTS J = J � Z o$ a OZ of of V n J #14 x 3/4" SMS W1 `` 3" RISER PANEL EOPRENE FACED WASHER @ 4" O.C. ? (D 9 M�F OO N W SHED WALL SHED WALL 2" x 3" PB I• / cl #12 x 3/4" @ 24" O.C. • 2" x 5" SMB {/) - — — STAGGEREDTOP AND BOTTOM • 2" x 8" % L • — • / J ---- ° j U / CONCRETE: (2) 3/8" DIA THRU BOLTS • _ _ _ • I U 1a^ Z) s`, Q -.1(2) V cV 3" 0.06Z' % ' 1/4" x 3" OUICKSET ANCHORS I NTO WALL WOOD: 1 1/2" x 1/8" x 1 1/2" x 0.092" x 8' LONG ALUM RECEIVING CHANNEL W1(7) e / CONCRETE: Z 1.-(v W z w No co) to O Q I- F- 1 12" x 21/8" x 1 112" x x 1!4" 3" LAG SCREWS #14 x 3/4" SMS EACH SIDE OF — — _ / (2) 1/4" x 3" QUICKSEf 04 E - m ALUM RECEIVING CHANNEL W/ (3) #14 x 3/4" SMS EACH / (2) x INTO WALL 4" x l'-0" x 1/4" ALUM STRAPS BEAM & (4) 3/8" DIA. THRU BOLTS INTO POST 1 12" x 21/8" x 1 1/2" x 5" x 0.062" / ANCHORS INTO WALL Q :O O O U J CL LL SIDE INTO BEAM / WOOD: / BOTH SIDE —_ — I ALUM RECEIVING CHANNEL W/ (4) #14 x 3/4" SMS EACH INTO WALL LAG SCREWS DRAWNBY SIDE INTO BEAM / WN _ — ATTACH AS INDICATED 4" x 4" x 0.125" POST I / DATE DRAWN (2) 3/8" DIAL REVISION THRU BOLTS 0 02/28/18 05/08/18 S-1 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL � © S-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL � ©05/29/18 A-2 SCALE: NTS Al 06/25/18 SCALE: NTS !� 2 S-L POST TO EDGE BEAM CONNECTION DETAIL A-2 SCALE: NTS SHEET NO: A-2 3" RISER PAN ROOF PANEL",•• SELF -MATING BEAM GRADE Q• � � U_ 0 • , SHED WALL co O CD UJ - Q — — — — — — — _ e ; e e.' N 2"x9"SMB rco -16 e .e. • � J #5 CONT 31" OVERLAP I / ` I �1 O°� AT JOINTS ON 3" CHAIRS /�P4di{E✓ bk L\ EAL • \ \ TYPE 11 MODERATE SLOPE FTG \ \ I I 2:12-3:12 \ \ \ \ I 16" I NOTES FOR ALL FOUNDATION TYPES: e / 2" x 3" x 0.050" \ \ I 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE w W d d a / ® ONCRETE: KNEE BRACE \ \ UPRIGHT I I OF 1,500 PSF. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND COMPACTED PRIOR TO PLACEMENT OF CONC. V W y ^ $� �LAN (4) 1/4" x 3" QUICKSET \ 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. UL Z ud CHORS INTO WALL 1 1/2" x 21/8" x 1 1/2" x I 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. Q OC Q p s Q ud WOOD: 0.062" ALUM RECEIVING I 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE W W J j (4} 1/4" x 3" LAG SCREWS INTO WALL CHANNEL W/ (3) #12 x 3/4" I I CONCRETE FLAT WORK LJJ LJ.1 C � � z 0z 1 1/2" x 21/8" x 1 1/2' x 9" x 0.062" / SMS EA. FACE & (3) #12 x ? W W ALUM RECEIVING CHANNEL / 314" INTO POST I J z Q �g W/ (8) #14 x 3/4" SMS EACH Q O wu Z u SIDE INTO BEAM = J O J A TYPE II FOOTING w LL w LL A-� SCALE: N7S S-4 S-5 KNEE BRACE CONNECTION DETAIL BEAM TO HOST STRUCTURE ATTACHMENT DETAIL 0 /� SCALE: NTS A-3 A 3 SCALE: NTS Z 0 NEW 3" 1/4" DIA X 3" LAG SCREWS --1 1/2'02' MIN RISER ROOF W/ NEOPRENE WASHERS @ 3" O.C. J VI cc�$25� 6 Q W[JLLIiNN (2) 2X6 TOP PLATE u Z w '� � u � 12" OVERHANG MAX h h � et n n c Z Ur' 3 __ (2) 2X4 HEADER =) Z , °C O (2) 2X6 BLOCK BETWEEN t/1 W �' MEMBERS -- — - - - - - - VINYL SIDING ON #15 FELT H 2.5 AT ALL STUDS PAPER OR HOUSE WARP ON 1/2" APA RATED SHEATHING TOP PLATE 2X6 S.Y.P. @ 16" O.C. DOUBLE 2X6 H 2.5 AT ALL STUDS TOP PLATE NOTES FOR WALL SHEATHING: DOUBLE 2X6 1. 1 /2" APA RATED SHEATHING 2X6 HORIZONTAL 3 - 16d x 5 EACH SIDE IN CONTINUOUS FROM BOTTOM OF BLOCKING AT EACH HEADER BOTTOM PLATE TO TOP OF TOP N Y SHEATHING SPLICE 2X6 HORIZONTAL 3 - 16d x 5 EACH SIDE IN NOTES FOR ALL FOUNDATION TYPES: PLATE. SHEATHING IS PART OF (n (2) 16d TOE NAILS BLOCKING AT EACH HEADER 1. THE FOUNDATIONS SHOWN ARE LOAD PATH TO GROUND. W 2 EACH END SHEATHING SPLICE BASED ON A MIN SOIL BEARING 2. IF SHEATHING HAS HORIZONTAL fY 1'-9 314" (2) 2X4 HEADER (2) 16d TOE NAILS PRESSURE OF 1,500 PSF BREAK, IT CANNOT BE USED AS m Lll LSTA12 EA END EACH END BEARING CAPACITY OF SOIL PART OF LOAD PATH - USE SP1 t 2 - 2X6 STUDS MIN. (2) 2X4 HEADER SHALL BE VERIFIED BY LICENSED AT BOTTOM AND SP2 AT TOP OF Q J 0 Q EACH SIDE OF OPENING 181, MAX 2 - 2X6 STUDS MIN. CONTRACTOR PRIOR TO EACH STUD. POURING CONCRETE 'U 0 J 1 LSTA12 EA END EACH SIDE OF OPENING 2. THE SLAB/FOUNDATION AREA NAIL PATTERN: LJJ Z Ui N M N 16d @ 24" O.C. SHALL BE CLEARED OF DEBRIS 8d 4" O.C. @ EDGES I" Z X h FF- 0) STAGGERED 8d @ 24" OC STAGGERED AND ROOTS AND SHALL BE 8d 6" O.C. INFILL ~- COMPACTED PRIOR TO Q N O J 2X6 STUDS @ 16" O.C. 2X6 STUDS @ 16" O.C. PLACEMENT OF CONCRETE. d U) m J O_ LL 3. CONCRETE SHALL BE PER 2X6 STUD (3) 16D TOE NAILS TOP SPECIFICATIONS IN THE DESIGN @ 16" O.C. DRAWN BY H 2.5 AT ALL STUDS BOTTOM PLATE AND BOTTOM SUMMARY. (1) 2X6 PT BOTTOM PLATE GD SIMPSON STRONG TIE HD5A SINGLE 2X6PT W! 1/2" DIA. x 21/2" DATE DRAWN (STRUCTURAL EQUIVALENT BOTTOM PLATE NEW 4" MONOLITHIC SLAB EMBEDMENT SCREW MAY BE USED IN LIEU OF SIMPSON STRONG TIE HD5A SIMPSON STRONG TIE HD5A_7 SINGLE 2X6PT W/ THICKENED EDGE ANCHOR @ 2' O.C. O1I31/18 HD5A) (STRUCTURAL EQUIVALENT MAY BE USED IN LIEU OF (STRUCTURAL EQUIVALENT MAY BE USED IN LIEU OF SIMPSON STRONG TIE HD5A ,,; •�r�, ";;':,; .';;, .; '? GRADE REVISION HD5A) HD5A) (STRUCTURAL EQUIVALENT ,e '� ; ..:. ; 1 02/28/18 MAY BE USED IN LIEU OF ' �'' " °, j +' ^ B-B HDSA) ", —+I 05/08/18 AAA TYPICAL WOOD FRAME WALL DOOR SECTION TYPICAL WOOD FRAME WALL WINDOW SECTION A-�] J SCALE: NTS SCALE: NTS A 3 S-6 TYPICAL WOOD FRAME WALL SECTION 0 06/25/18 SCALE: NTS A-� SHEET NO' A-31 1 -1 Oo 1 1A `V #14 x 3/4" SMS W/ • • • /j NEOPRENE FACED FLASHING �� _ 3" RISER PAN ROOF PANEL WASHER @ 4" O.C. �• • [/, `` 3" RISER PANEL 'T.:'411 IL SELF -MATING BEAM #14 x 3/4" SMS W/ - : 0 - 0- • W Fw-- Q Z NEOPRENE FACED 3" x 12" RISER PAN PANEL Q !G : O WASHER @ 4" O.C. I N:, j — — —I • • • I 2„x3" ® /BUISDING/ i \ I I — — 11/2"x21/8"x11/2"x0.062" I I PROFE BID L SEAL � • • ____ ALUM RECEIVING CHANNEL \ — — — i W/ (3) #12 x 3/4" SMS EACH SIDE i 16 i OF BEAM & (2) 3/6" DIA \ (2) 2" x 3" x 0.050' I 1 1 1/8" x 21/8" x 1 1 /2" x 0.062" x 3" LONG THRU BOLTS INTO THE POST O LLi Ld KNEE BRACE I UPRIGHT • i I (5) 3/8" DIA. THRU BOLTS ALUM RECEIVING CHANNEL W/ (3) #14 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA. THRU BOLTS I I u W 0: d a t • INTO POSE (4) 3/8" DIA THRU BOLTS TOTAL _ _ _ / I _I LJ L=• 0 y l Z � � � Cc (2) 1 1/2" x 21l8" x 1 1!2 x 2" x 9" SMB < 0.062" ALUM RECEIVING I ' \-2" � cmJ m CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 34' I I I I x 8" SMB W � z z INTO POST EACH CHANNEL I I 4" x 4" x 0.125" POST `� J W Ou Zii 4�, x 4,� �� W 1•=- � � ry S-9 S-1 O RISER PANEL © TO CORNER POST CONNECTION KNEE BRACE CONNECTION DETAIL A-4 SCALE: NTS S-1 A 4 SCALE: NTS ISER PANEL TO CORNER POST 4TH WALL DETAIL © A-4 SCALE: NTS z V j J J z$ Q LLI W,qlql 9 LU m m #14 x 3/4" SMS W/ O W h! U V z r- I 3" RISER PANEL NEOPRENE FACED z n c I WASHER @ 4" O.C. 4"x4"x0.126' N W iu�' o I POST - - - I i -- --- -- --- - - --- - - — - - SHED WALL d.. y I I �:i:•'.;:r -.a 2,500 PSI CONCRETE-,,,• 2"x5" / ;.,.;: , • +. #12 x 3/4" @ 24" O.C. STAGGERED TOP 2"xT'SMB �l N AND BOTTOMLjj • ;.:,.t.. •, 11/2"x21/8"x11/2"x0.092"x5"LONG / cif 0 ;;'.:; •: I I ;;::`a.'•:�': •''',' ALUM RECEIVING CHANNEL W/ (4) • 0] W Q i a' .:..: ':•' :,; •�': ; °,; #14 x 3/4" SMS EACH SIDE OF • . , I .' ;.' + �5 .; ; ` ' • • ' 30 BEAM & (3) 3/8" DIA. THRU BOLTS I i Q J ¢ U U ~ (1) #5 REBAR ;:: •t° ., ;ti: I I ':.,• +•• ; ;•' .. '::;;. 4"x 1'-0"x 1/4" INTO POST • ' 1 THRU POST TOP &BOTTOM I : :�" ALUM STRAPS BOTH SIDE (2) 3/8" DIA. THRU BOLTS • I j W Z af p � � , j I ' . co - - — CONCRETE: > d (A M J 0_ LL "a is r ;,,f',• 3" MIN ,: :,. .•':',;.: ••.,' ; :..:.`;:: :;. :;o. ^.::.•, - - (2) 2" x 9" SMB - - I ATTACH AS INDICATED (3) 1/4" x 3" QUICKSET ANCHORS INTO WALL WOOD: DRAWN BY / GD 4" x 4" x 0.125" POST (2) 3/8' DIA 1 1!2" x 21 /8" x 1 1/2" x 7" x 0.062" (3) 114" x 3" LAG SCREWS DATE DRAWN f- 301. x 30"---�F THRU BOLTS ALUM RECEIVING CHANNEL INTO WALL L-V�l W/ (6) #14 x 3/4" SMS EACH 01 /31 /18 SIDE INTO BEAM REVISION 1 02/28/18 B-� STANDARD ISOLATED FOOTING DETAIL S-7 05/08/18 © 05/29 18 A-4 SCALE: NTS S-H POST TO EDGE BEAM CONNECTION DETAIL BEAM TO HOST STRUCTURE ATTACHMENT DETAIL 0 SCALE: NTS A_4 SCALE: NTS 0 �_4, 06/25/18 ASHEEr N —41