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HomeMy WebLinkAboutConstruction plane e • I 4 1 1": ap b -1)3 P 1p'►0 �4vNERSH le F�8 oeQa�^V�` SAY 8EA&HA�g p-r_ PMZRAI@, l=L 341*4 Fifffica � G r I r r. I ZI 1 I- LvXIV. I �i ��2Z Pgof314� 2aen� �-1L3�--�� 1 N O pal C. I R I pRepetts I —2117" 8 — — — — pRcpviny LINK 301 Rc��p File Ce�r- MIN, SETBACK HER FRONT SIDES rE) CNR sins REAR l�J I NG. EastCOASTALUMINUM PRODUCPS, INC 913 Edwards Road Fort Pierce, FL 34992 (772) 464-76M 283-SM CONTRACTOR: East Coast Aluminum D- acts Inc. DESIGNwCRITMA: The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 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. ASCE 7-10. 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: Vur.T =150 MPH Nominal Design Wind Speed: VmD =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$ Category Type I - Patio Cover: Non -Habitable, Unconditioned analysis of existing structure. 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 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the speck 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 ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent 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. 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 C260 iv. W ater 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 botching 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. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineeringl5w. WIND SPEED AND EXPOSURE HAVE 9'-6" 9'-6" BEEN]DETERMINEI',-NGTHEADVANCED TECHNOLOGY COI. L'S WEBSITE AND GOOGLE EARTH. :.'i r..::; ,:4i. I'•_:LI. POST POST \3X3XO.125 POST 3"X48"XO.024" 2.0# DENSITY FOAM COMPOSITE PANEL 125 2X8SMB I EDGE BEAM 2X6SM8 2X6SMB END END BEAM BEAM S-3 EXISTIN A—� COMPOSITE 3"X48"XO.024" 2.0# DENSITY FOAM COMPOSITE PANEL —1 2X8SMB A'2 EDGE A-2 BEAM I 1'—O" 3"X48"XO.024" 2.0# DENSITY FOAM COMPOSITE PANEL _ X3KB A-2 ��� b 1 an 3X3110.125 3X3XO.125 3X POST POST PC M9'-6" 2'-0" ���•- •.� %2O Q� 0 G a: w W* w i � 6 .% > CZ 'CENED K W W FfBI2p0a Lu C9 a Permitting Dn SS. i u ie.0eN� nE w Q G� Gz Q Zc C) H a vWi !2Z W N W ILL 0 0 K Fd U G 3" Z PANEL Z J rum S Q LU Q W a_Q. � Z� O g LU U. S�cJl 3XO.125 6pg— rZl ST REVIEWED F9R 73 CODE COMPLIANCE ST. L CIE COUNTY ROCC Z[71� 2-6 Lu Uj W Z tY 2 � W Q 2 V W a: wow LLI <<a: VELA CL 0r0 LLLL TP 01VI/01/20 RESION A-1 ALUMINUM MEMBERS DIMENS!" ,I 111111 IIII/ ��11 - f, * q// HOLLOW SECTIONS \\\�•�'�• • 2 x 2: 2" x 2" x 0.046" AN !(Y 2x 3: 2"x3"x 0.050" : , 2x 4: 2"x 4"x 0.050" �� :yam � LLO ;2y 2x 5: 2"x5"x 0.050" _ 3" x 3" z 0.125"J POST 7 d W w (0jKW Lu Q OPEN BACK SECTIONS I x2: 1"x2"x 0.040" rF 1 x 3: 1" x 3" x 0.045" iy 4` a 6 #14x4"SMSWI 'P 1 12" DIA NEOPRENE i • Z FACED WASHER @ 4" O.C. �% •'• •�� SNAP SECTIONS 4• amW i� Q •, ,. `\ •• I�2, , ...... P 2x4 Snap: 2"x4"x0.045" 2 x 4 Snap: 2„ x 4" x 0,050" p• 2,500 PSI CONCRETE ,) "�„ � .,eN:+� "� // ti�..:_ r••..:'iw.+4< ti;_.+.,r',e'�,ra '.:.ur„ .s3 e•+'x. c: c�r,Tf .> `C",1.$ r`^ "M_' fir, 11 \\ SELF MATING(SMB) y, t'=;=': �•.•':.�r. at;??"C +'.//�� Vn'"^...��.• '_xi: '>v'=+:.:i:Y.`'�:+-�( IIt11 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" ;{ _ .. .`,. ;•. . ,., Y ,,$:.aj:r.!n°!n'``'` 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" ! •' •. r;' f+�w ' 1 I 3" COMPOSITE W w W d 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" p/fT ,.:..; . '_.• .... a: ":..« .' ROOF PANEL Z 2x7SMH: 2"x7"x0.O5T'x 0.120" 2 8 SMB: 2" 8" 0.072"x 0.124" °; • ' Y8 •. ::` ••'.:: ;, :.••'; "•,i 1n Ir- x x x ...•; `2&�=``'z=� 's `;"�•j';!I!;!' E-GUTTER W/ #12 @ 12" O.C. Z wl 2x9SMB: 2"x9"x0.072"x0.124" 2x 10 2"x 10"x 0.398" (1)#5 R®AR :�.,.. ,± "`•:'w•�' i 6 TOP8 BO7. (3 PER PANEL) (4)3/8"DIA W Z SMB: 0.092"x THRU POST ,'.�-;•`° i'.,:;....,.,:.,•�. THRU BOLTS ...1 TOPE BOTTOM �:; .�;.: :•..'. Q Q Z MINIMUM FASTENER EDGE DISTANCE: 1/2" :,:.�:::...;; •:,'. -Y. " ;'il 7' Z O MINIMUM FASTENER SPACINCr.. 3/4' ,:1 _.�� / 2"x8"SMB Nw VI CONCRETE SCREW ANCHOR } 4;� •c„+ii:•.�;• 3"x 3"z0.125" N V V7 Q uj SIMPSON TITEN HD OR EQUIVALENT•)I•,j'.'5;••.':';,1 .r' -\ POST I LL SHEET METAL SCREWS(SMSI: 0 2 ITW /BUILDEX OR EQUIVALENT -2&"x 26"-. 1 ~ S Z B STANDARD ISOLATED FOOTING DETAIL �'_ COMPOSITE ROOF TO POST CONNECTION SCALE: NTS Z m 12 d A _•1 SCALE: NTS yam- y /-1-2 = Z - _ W W warm W z� i Q 0 Z�� OZ� 9 3" COMP ROOF PANEL SELF -MATING BFA 9999Y 'REVIEWED FOR V- 3" COMPOSITE ROOF PANEL a 'ST r '",�.. < -`' ! F V u >•" rfICS}rti i!Y \1 sRI,V�xe�`i�'S-rY`�'4"v4 !''� '° p /a COMPLIANCE CODE COMPLI�'�- CE #14 SMS x 1" MIN. LONGER r.v,! @;, �-,A„v.V i�`'`"y'y'E!.}/� �A� .1 �'yt Yt, H, � tf,+ ' h.� `• '� 914 x 4" SMS YM THAN PANEL W/ 1 12" DIA NEOPRENE FACED WASHER • t ,i 3 ,N 7y ` s M ro' .a>.3a:� -.`�; • ��.1.2 '(i, s: ,J` Y =. J> '1^ p 1 C L{. CIE '8.99'�g Jt:_d�21q S 9 Wd 0.1' e3 s V 1 12" DIA NEOPRENE ��;.,' 1,} ;F',y:>xti!.;......('tvt. ..! t:., ,{�x1y."'n .>;. k.`? \7 . FACED WASHER @ 4" O.C. @ 12" O.C. ALONG LENGTH OF ALL END BEAMS - - - - - -- -- - - t F �, BOC C j ,,... Y n ;i.':.r �5: icti• `,'^vw.11: , r'.., fi} yB? ti5v� ''F' MF: 12" � Z z �i:,n41''n v�� v'l'.yA'eli r./.hw1 rti1:''i k�.'�•?i.I4r4}T��nn. �fr i� 4 r'+5.1.5',!i'P 'Ct!, wi.J,ii:+��1NtiN :`vt!V M•T�t,f.r:t t.4!�'l t-:,s.Nt3,(r ,WS'.v.'-: `i.'v Vi5: :5xe°<ime,•+:'i`'.v s::.ct - m m m #12z3/4"SMS LU Z / W/NEOPRENE FLASHING CC WAS AT BY OTHERS \ 7't EXISTING COMPOSITE W IIm \ \ I ROOF PANEL Q 6 E.GUTTER W/#12@12"O.C. m 2"x 6"SMB \ .RS: \ ~ W < TOP & SOT, (3 PER PANEL) IIm END BEAM \ 1 $ CY v r +: aa': A:;.'`'+M• O "' Lu Q m 2"z3'z0.050' •7 �Vn.:,..,,;u_o-i: ,3.': 0 KNEE BRACE UPRIGHT i''n:V�.'F'�b �`jZ;rt .i �• a 0 p_ co \ m `� d C7 !n IL L_ (4)3/8"DIA 1 110 21/8"x112'x 0.062'x 6"LONG \ m #12x 3/4"SMS EMS DRAWN BY THRU BOLTS ALUMRECEIVING CHANNEL W/(5) 112"z21/&"z1 IfTx ` 72"012z1"SMS TID !i #14z3/4"SMSEACH SIDE OF 0.062"x3"LONG ALUM I AT 12" O.C. BEAM & (3) 3/&" DIA. THRU BOLTS RECEVING CHANNEL Wl (3) DATE DRAWN Tx3"x0.125" INTO POST #12x 3/4" SMS EA. FACE& 3" x 0.062" EXTRUDED 01/07/20 POST (3) #12 x 3/4" INTO POST RECEIVER CHANNEL REVISION - S-1 COMPOSITE ROOF TO POST (cD CORNER CONNECTION S-Z KNEE BRACE CONNECTION DETAIL S-3 COMPOSITE ROOF TO EXISTING ROOF SCALENTS A-2 © 4 A- ] SCALE NTS G / -� SCALE: NTS !i SHEET NO-e^/ A D N Q i C u