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HomeMy WebLinkAboutPLANSCONTRACTOR: East Coast Aluminum" `1+cts lne. DESIGN CRITERIA: r' 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 I -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. Appendix I Section 105.1 . Dead Load: 2 PSF 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: Vvr.r=150 MPH, Vmn =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure D 3.4. Screen Enclosure Section 2002.4 . Building Category for Aluminum Structures, Section 2002A Category Type I - Patio Cover. Non -Habitable, Unconditioned 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 specific written, signed and sealed authorization of Florida Aluminum Engineering, Inc. 3. Fasteners are required to be corrosion resistant, mhdmum 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 #12 screws 6" from ends and 12" center to center. 5. 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 hatching 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 owe 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. It All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 6. All flashing and weatberproofrng shall be provided by the contractor. 7. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOfLtE: HAVE BEEN DETERMINED USI' -HE ADVANCED TECHNOLOGY COUNCIL''-, 'EBSITE AND GOGGLE EARTH. 34'-0" 21'-0" A-.3:. _ I. - 55,-0, 10'-0" II 10'—B" 2X7SMB 4TH WALL 0 2X3 ell END BEAM S-3 2X7SMB 0I EDGE BEAM CONCEALED FASTENERS OR ATTACHM ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD VESE PLANS AND All PROPOS ARE SULECTM ANY CO3RRCT REQUIRED MID INSPECTOR 54" 3"X48"XO.032" 1.0# DENSITY FOAM COMPOSITE PANEL 41'-l" 11.1 co �I Q:•y :2 os. O W t0 * W 0: 0 ,6 •,i0 viQ�;: i•. •' Ilk 0. A.0 ...... • p� b.•_ * 04 .dN •mzi - f.. s .. 2X3 END BEAM 0 I 3"X48"X0.032" COMPOSITE PANEL 2X3KB S_ o (TYP) , A-3 130 3X3X0.093 3X3XO.093 3X3XO.093 3X3XO.093 LPOST POST POST POST Zo vltcIII; c IONS $THAT 10'-3}" 10'-3}" 10'-3;" 10'-34" AM IE NECEWY IN ORDER TO . COf1%yj81TRPjL:.PPLICAP SCODES. --v A0 , 54" 3X3XO.093 POST ST. LUCIE COUNTY SUILDING DIVIS REVIEW FOR COMP IA REVIEFXE BY DATE I PLANS AND PER IT MUST 13 KEPT ON J B OR NO INSPECTION WILL BE MADE W W w a Z �m W 8 Z Z aZ 0 �� Z y to w W 2u LL 0 a � 2 - ZZs m� Z H nn J mm Q w w_= Q Z� OZI J w aL SCANNED Lucid count, W � tr a t7 O Q Z = Q F- �m 003 WN CO Z N Z a�g3� ATE DRAWI 01/04/19 REVISION 1 - 1 - SHEEr NO: A-1 9 z C C c C e c c z ALUMINUM MEMBERS DMNSI(; Ilq►►i►'i `\,`,\p111/1 * HOLLOW SECTIONS - NNNNNq'C '� ��� �i♦♦ •'• 2x2: 2"x2"x0.046" �� , ♦j 2x3: 2"x3"x 0.050"cl) ; �'• �� 2 x 4: 2" x 4" x 0.050" _ _ _ - .• !fj ro LL A. Z� 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 9 Q #14 x 4 7B•' SMSVJI JL W O C! FW- a' Q x 2: I"X 2" x 0.040" 1 1/2" DIA NEOPRENE aI FACED WASHER G 4^ 1.0 O. S 0) •. � F °• l x 3: 1"x 3" z 0.045" i Q. •, j 0 �O (n z ♦ Z ♦♦O SNAP SECTIONS 2x2Snap: 2"x2"x0.045" 3"x3" POST ' +c'r.N.-'.''S`4r`a`t",`�.v. •• H ! ( �,r11cf-%+. ! 112'J ,'u. +,y4} ♦� .S. •.. •: (4�� ...•••° �OQ NNN 2 x 3 Snap: 2" x 3" x 0.050^ a r. Hr' _ ,.,.;. r4 sl .�i I� n k a a r !' •. Ttr <" ./a`'a+ „1. m,•lk. /� � ,� rIi a 'r^rt,'S �""+,I; �Zk Q N 0 * \\N 2 x 4 Snap: 2" x 4" x 0.045^ � -- - F ,�'ts(" a 1 . .a:`'`na l.•r.;-�sa''.,-..c,r,...-_. ,'•S ►►►►►II IIIIIN\\\. SELF MATING (SI ffl) (2) 3/8" DIA CONCRETE - 2 X 4 SMB: 2" X 4" x 0.044"x 0.100" SCREW ANCHORS 3" COMPOSITE ROOF PANEL 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" (3" CONC. EMBED) INTERNAL/EXTERNAL 3" x 0.087' ALUM W LLI 2 x 6 SMB: 2"x6"x 0.050"x 0.120" 3"x3"x1/e"EXTRUDED RECEIVNG CHANNEL UI G. Z 2 x 7 SMB: 2" x 7' x 0.057'x 0.120" POST BASE BOLTS DIA THRU BOLTS W/#10 %3/4" TOP AND (3) 3/8" DIA cri U' 2x8SMB: 2"x9"x 0.072"x BOTTOM AS END CAP THRU BOLTS a O.12p' 2 x 9 SMB: 2" x 9" x 0.072"x 0.12)" W 2 x 10 SMB: 2" z 10" x 0.092"x 0.398" 2" z T' SMB tk ¢ a d Z MINBvIUM FASTENER EDGE DISTANCE: 1/2-1� d _ 1 ' , ' . 3" z 3^ d W MINEvIUM FASTENER SPACING: 3/4" �. e Posy O Z 2 CONCRETE SCREW ANCHOR. - N w ¢ Y, SIMPSON TITEN HD OR EQUIVALENT ILL 0 SHEET METAL SCREWS(SNM: 0 = ITW/BUB,DEXOREQUIVALENT 1 F- ©3" x 3" POST TO CONCRETE CONNECTION DETAIL � / J\ \COMPOSITE ROOF TO POST CONNECTION A-2 SCALE: NTS /9/i_2 SCALE MS L �u c L M W$`g�y J z � a MmR.Vl J m � U Q W5Z, W CC7� a O „ g Lu #14 x47/6"SMSW/ 112" DIA NEOPRENE FACED WASHER ®4" O.C. 3" COMPOSITE FLASHING ROOF PANEL 414 SMS z 1" MIN. LONGER FLASHING #14 SMSx 1" MIN. LONGER THAN PANEL 1 DIA #14 x 4 7/8" SMS W/ THAN PANEL DIA WED WASTER NEOPRENE FACED NEOPRENE FACED WASHER 3" COMPOSITE 1 1P2" DIA NEOPRENE FACED WASHER 4" O.C. 24" O.C. ALONG LENGTH w 24" O.C. ALONG LENGTH ROOF PANEL OF ALL END BEAMS Go 3' COMPOSITE OF ALL END BEAMS K ROOF PANELb:C Mh hi�.n��- U"`it'cr 3. r t yl'n;i "1 yli i i, I I ^R.:u•^y-•�:f:v .,,.,i .tn �,. .a hJ•[ :: yt r4 ,t x5^! Via° a'ns.rw•n r�r !`�-y: L 4 YYY ^tlf •wf.. !Y 1 f�Y M({11 W = w) f.c•xl'fV y\ i° '�.✓. +w.en- JII F.`GI� .., j• �/1� K� Kx "J F_ �'i..fiY4rtih J•n�{S�"ni: ;v*�•. WriiS°.. w�3!. '� %F-'�l) a�f' i4 { 4Yf .wV�.I lS n)l. YiN4 '�: SI(^e. aSaJV F rT} /i:lirs4 r.i�'nh �;<�f'f.,' ir` `rr �.i'\3-. N Z WQ Z Z_ �{,�.3.k,u..... . 2"x 3'x0050 2EN0 #14x47/8"SMS W/ • END BEAM • EXISTING�I BUILDING �• • BEAMS U Q - _ 12" 11W WASHER FACED WASHER 4" O.C. EXISTING II BUILDING/ r / It• - - - - - -- - RECEIVING CHANNEL RECrJM w = W O � V1 Z (3)3/8"DIA 71/8"x2 V8"x71/8"%0.050'- ALUM RECEIVING CHANNEL I I j W!#10x3l4"TOP AND ( ASENDCEL 11/2"x21/8"z11/2^x0.067'x 3"LONG U W 0 Z N 1n THRU BOLTS W/ (3) #12 x 3/4" SMS EACH 3/8"DIA ALUM RECEIVING CHANNEL W/(3) C' ¢_ °O Z m m W J SIDE OF BEAM &(2)3/8"DIA THRU BOLTS INTO THE POST THRU BOLTS 14x 3/4"SMS EACH SDEOF BEAM & (2) aW DIA. THRU BOLTS 1 f •� ly DRAWN BY 2"x T' SMB I / (3 TOTAL) INTO POST (3)3/8"DIA. THRU BOLT TP 3"x3^ Posr 2"x7sMe 2"x T'SMB DATE DRAWN -- 3"x3" -- 3"x3" 01/04/19 Posr POD REVISION S-1 COMP. ROOF TO POST CGS 4TH WALL DETAIL A-2 SCALE: NTS S-2 COMP. ROOF TO CORNER POST 0 4TH WALL DETAIL S-3 COMPOSITE ROOF TO POST Cil CORNER CONNECTION - /a-f1 SCALE MS fL SCALE: NTS A-2 q SHEET NO: A-2 L C ----- - :Q t4i1 LL A- - — �Q?2 NEW 4"SLAB EXISTING N SLAB GRADE •, z GRADES . / / NEWSLAB EXISTING ','�' '/ 4 < '" •J•.•••P�O\•\\\\• J.CrL `J\,f\\YL,IITy—/ 4. a'�'.. �jj , • B" W/FIBERMESH SLAB 1%/1111111,���� a B„ e'' ,• 12'BARS 2N' . • '. 24" O.C. 8" EMBB ED �.. EPDXY IN PLACE —� .,>"(. .., La 4'-.T7".. �i, W #5 JOINTS T 31" OVERLAP W d NS CONT ONVERLAP AT JOIMS ON 9"CHAIRS Z AT JOINTS ON 9"CHAIRS TYPEII C S MODERATE SLOPEFTG 2:12-3:12 WEMB DEPBARS EPDXY IN Z t0 TYPE II 8"EMBED EPDXY IN PLACE W z MODERATE SLOPE FIG J O.' � 3 212-3:12 Q Q Z Z d Z T NOTES FOR ALL FOUNDATION TYPES: NOTES FOR ALL FOUNDATION TYPES: NOTES FOR ALL FOUNDATION TYPES: O y1 Z 1. THE FOUNDATIONS SHOWN ARE BASED ON MIN SOIL BEARING PRESSURE 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING N Q W 1. ES FOR ALL FOUNDATION T ARE BASED ON SOIL BEARING OF I,SLA IFO PRESSURE OF 1,500 PSF. Lu Lu U = PRESSURE OF 1,500 PSF, LL O 2. THESLATEDPRIORON PLACEMENT OF CONIC. OF DEEIRIS, ROOTS AND 2. THE SLAWFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND 2. THESLAB/FOUNDATION SHALL BECLEARED OF DEBRIS, ROOTS AND LL COMPACTED PRIOR TO PLACEMENT OF CONC. COMPACTED PRIOR TO PLACEMENT OF CONC. COMPACTED PRIOR TO PLACEMENT OF CONC, Q 3. CONCRETE SHALL BE PER SPECIFICATIONS ONSHEET A-1.ECICATIONS 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. C F=- 3 3. CONCRETE MAY USBE ED I N LIEU SHEE A.I.4. FIBER MESH MAY NEED NOT IN LIEU STALLED FOR ERIOR 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE ME5{ G. 5. VAPOR NEED NOT REINSTALLED FOR EXTERIOR NON -HABITABLE 4. FIBERMESH MAY BE IN LIEU FOR WELDED XTEMESH. 5. VAPOR BARRI ER NEED NOT BE INSTALLED FOR EXTERIOR 5. NVAPOR ON -HABITABLE NEED NOT REINSTALLED FOR EXTERIOR C CONCRETE FLAT WORK NON -HABITABLE CONCRETE FLAT WORK NON -HABITABLE CONCRETE FLAT WORK H C z S Z A TYPE II FOOTING A-� TYPE II FOOTING TO AN EXISTING SLAB A_2 TYPE I FOOTING TOAN EXISTING SLAB Z o A-9 SD A-3 TIFI FIELD ER F ED LOCAT O A_3 S SCALE S Jz^mmn g n Q LID wam OLu Z$ a � OZ o t W S 3"COMP ROOF PANEL SELF -MATING BEAM LL E 3 'n s�r�v�i'q��� � 3� ���1'F 4a �`'1?'I �, r i�•��;.y /x;S n ❑ FF W C • . • LID Z LL \ \\ I I t5 L j 0 m \ I 1 LL1 2 coZ �O 2"x Wx 0.059' \ U r LU 01 KNEE BRACE -\ I I PRIGHf O ZQ N Z \ . nLJi 112°x21/B"x17/2"x \ DRAWN BY 0.062" x 3" LONG ALUM TP RECEIVING CHANNEL W/ (3) DATE DRAWN 012 x 3K' SMS EA. FACE 8 (3) #12 x 3/4" INTO POST I I 01/04/19 REVISION L _ S-4 KNEE BRACE CONNECTION DETAIL �] A SCALE: NTS 4 SHEET NO: A-3