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HomeMy WebLinkAboutENGINEERINGwCONTRACT DR: South Florida AluminuD; _elucts 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 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: 20 PSF 2. Dead Load: 2 PSF 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 Wmd Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VOLT =160 MP VASD =124 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Patio Cover / Glass Room: Non -Habitable• Unconditioned Roof Type: Glass Room 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.032" Elite 2000 Composite Panel,1.0 # density foam, Florida Product Approval Number FL 7561-R4. Roof Type: Patio Cover 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-R1. Foundation Design • Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed constructionif the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spallinM or other deterioration. • Existing masoury stem wall and footingNwadditional concrete is required to -resist the loads - imposed by the proposed construction. Existing stem wall shall be in sound condition, free from structural cracking or other deterioration. 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 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suacoast Aluminum Engineering, LLC: 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be 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 "300", or uncoated stainless steel series "400". 5. 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. 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 shah conform to ASTM C94 for the following components: i Portland Cement Type I.- ASTM C 150 iL Aggregates - Large Aggregate 3/4" max - ASTM C 33 HL Air entraining +/- 1% - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vL Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 n. 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 cure or polyethylene curing permitted f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. S. 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 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 1594a b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcrue, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with £s. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-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 Aluminum members and specific sizes as indicated on A-L 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. WIND SPEED Al\' 1POSURE HAVE BEEN DETERNH,- ,-' USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSPUE AND.GOOGLE EARTH. 3X3X0.093 POST 2X3GIRT (-ry 3=0.093 POST 1X3(TYP)= - 3X3XO.093 POST ELRE 2000 COM_P0517E PANEL, (FPA:FL7561-R4) 160MPH/EXP B 3'x48'x0.032' (1.0# DENSITY FOAM) MAX SPAN:q-(L - IW-d' KICKPLATE C00miD FASTSHI»HS CH AHETHS RESP4HSISILIT� 0� Y�1� r9HT�.QCTOH OF ��00��.� �3 -,C:e7 r. LUCTE COUNTY B IVISI EVIx R'ED FOR CO, E , rEVILWEII?? B>� ,)ATE ?il2(o F43 PLANS A- D PERMIT MU4T BE KEPT OR N® DiSPECTIO►N WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMM WITH 4 APPMANIA 90001 5'-6' ----L 5--6' T 5 5' -L 5'-6' -#- 6*-V �#-- u- '• O JOB Z = p-:51 p= v O N j�O�•.,• •.••• \ \`\ M1'kAF&S%tD1UA0SEAL le EMSTING iTEM WALL (TYP) Q El El 111 Ld OV a ti W p� 0: rum o LL too fr m �� W� Qm W,m W 117 .2 W t .Z in 7-z Qz = Z c'�i Zhu W F- W W - C - _ -Z J ~ = J �ZZg ry Om cP W QW _j W O `•' W ImH H W Z (9 ^3- o Z tmou��a� o to W MdP! W N W F- CC U 0 = 0w c U V IL�-ULU pc~ -O�a O YCO�j d �00_U- GD DATE DRAWN 02/07/18 REVISION SHEErNO: A-1 C ALU IMM MEMBERS DIMENSIC., HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"xO.050" OPEN BACK SECTIONS 1x2: 1"x2"xO.040" 1 x 3: 1" x 3" x 0.045" 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" 2x5 SMB: 2" x 5" x 0.050" x 0. 100" 2x6SMB: 2" x 6" x 0.050" x 0. 120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 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 (SMS): ITW / BUILDEX OR EQUIVALENT A -A 3" x 3" x 0.125"J POST F-A I� I A—] 3"x3"x0.125" c e e :• , i�2"� HC 2..� 1 112 GAGE ON SCREWANCHORS x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS A A 1 1/2 GAGE ON ® F-- — ® SCREWANCHORS 3" x 3" x 0.09T1 POST rA ji !I A-1 3" x 3" x 1/8" ALUM FLANAGED POST BASE W/ (2) 3/8" DIA THRU 3" x 3" x 0.093" l BOLTS INTO POST & (4) 3/8" DIA. POST x 31/2"CONCRETE SCREW ANCHORS INTO CONCRETE I lie MIN CONC e IANCHOR '• EMBEDMENT E . eo e d �. < a P-2 -.42"_ . B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS 1/8" x T x 2" EXTRUDED ANGLE 5052 H-32 ALLOY • • (4) #12 x 3/4" SMS • • INTO DJ NOTE INSTALL0.02Jn,_ ..•a:AINUMCOIL SHEATHING ON BOTH SIDES W/2" INSULATION. INSTALL VINYL LAP SIDING SIDE PER MANUFACTURER'S SPECIFICATIONS 0.040" x 1 11T x 21/8" x 1 1/2" INTERNAL OR EXTERNAL ALUM RECEIVING CHANNEL, W/ (3) #10 x 3K' INTO GIRT EACH FACE & (3) #10 x 3/4" INTO UPRIGHT CHAIR RAIL CORNER 11111/f/,, c: o LL d � _ M a�uJ Q Z- . V z J aWALSEAL 131 SCALE: ,' < ®�• ',.i•'• (2)#10x1112"SMS I —— p ;' o ' •• zva MIN CONC � ANCHOR EMBEDMENT THRU SCREW BOSSES — SLAB /FOOTING " e ' . V. SEE PLAN :8 i• •6. A o a,• .Q r 4 '•Q �' a a ,a. o • ;m SLAB / FOOTING •e: , o SEE PLAN od 4 , a• ,' 8a SIDE VIEW a (1) 3/8" DIA CONCRETE SIDE VIEW SCREW ANCHORS CONC. EMBED) fit (21/4" rl I2" x 2" DJ (4) #12 x 3/4" SMS INTO POST r 1"x W BASE PLATE ANCHORED TO CONC W/ 114" CONCRETE SCREW ANCHOR o °4 a (MIN. 1 1/4" EMBED) a d W MAX EACH SIDE OF POST a •a' ; ed e' AND 24" O.C. MAX . 6 a' o ,a a.a •y . FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL A-2 SCALE: NTS x PATIO V x 3" O.B. FASTENED TO CORNER POST W/ #12 x 1 112" SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ 24" Q.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. CONCRETE SCREW ANCHOR INTO CONCRETE 21W MIN CONC POSTW/1"x3"@ 30x LENGTH AS REQUIRED FOR 21/4" EMBED CONCRETE SCREWANCHOR INTO CONCRETE 1"x 3" BASE PLATE ANCHORED TO CONC W/ 1/4" a� •• : CONCRETE SCREW ANCHOR A"• (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST ® o s a a a AND 24" O.C. MAX - ea . a • FRONT VIEW CP-1 CORNER POST TO CONCRETE DETAIL A-2 SCALE: NTS IS 11 U o cc O W W V °' e LLI CIE ko z a LL O to Z W ~ =`T c2 LL z c a m LU m LL W LLI d2 �m z pz z Z J N �z Qz - 1.1 Z W =� p� P OC 1-- D: z 5 er ^` J LL c z c _Z_ c JD: LL InVf ei 0. Q V o m Ln cc tzm$8 S a LLI LL m49 ZLL OI fl N W U aNN :3 1=„ ~ F5 ^Z .../ Z. LIDtt N LLI :3ur-u � 3 a a z De c x 3 z C LL L W U c a LL Q 53 a g W a V LJJ J JJ C z LU OmU)Lo 0 Y M d 07DDoa.LLLL. DATE DRAWN 02/07/18 REVISION SHEET NO: A-2 'C:r� u- Q C #14x47/8"SMSW/ Co O z ID O- W 1---Z= 1 1/2" DIA. NEOPRENE FACED WASHER @ 6" O.C. 3" COMPOSITE ROOF PANEL #12 x 4 7/8"SMS W/ .• J o i�. �%. Z 4-, : O 1 1/2" DIA.NEOPRENE FACED = WASHER @ 6" O.C. FLASHING t r ty� 3 K 3" COMPOSITE ROOF PANEL / ///J •.�• ,•�� ` •p�O .r.tl;,?wX.�' � � �'•' ..! .!ii�-'.,��3.t;,:,h*!�'. fir'-3r:+..t�4;.. G. 'ti�"'��"•'•Is?:.'t"a7?sY,i . �i+�.:.';c}'-�`i•�5"g'�'x6?r+ 1,,.�`«r.`. fSFld IQ O�EAL\ (: � E ! 1 i • Q a,`,p��`�ti4�rrs?!r.'�.*-a-'= ��'�;''''�c;�X�`~�i��'4'p - j ❑ 3" x 0.062" ALUM • €' RECEIVING CHANNEL W/ #10 x 3/4" TOP AND D p O e w Ld - BOTTOMASENDCAP I € 11/2"x21/8"x11/2"x0.062"x3"LONG I • V C ALUM RECEIVING CHANNEL W/ (3) #14 x 3/4" SMS EACH SIDE OF — - '- Lu t U0 BEAM & (2) 3/8" DIA. THRU BOLTS {q I 1 1/2" x 2118" x 1 1/2" x 0.062" x 3" LONG u- O Z g w 00 0 3"x3'.'x,POST INTO POST ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH SIDE OF � Q w w w m � m u € € (5) 3/8" DIA BEAM & (2) 3/8" DIA. THRU BOLTS W LJJ a _ z z { THRU BOLTS INTO POST 7," _ W W I cc J G 2 Q Z � Du Zu s 2"x91SMB I 3'x3' I POST Z Lu = :3Q :3 - — — - - -- - — — -- - _S_-l- - COMPOSITE ROOF TO-P-OST(cD-CORNER CONNECTION i A-3 SCALE: NTS -- - COMPOSITE ROOF TO RIDGE BEAM CONNECTION q-!) SCALE: NTS V R ? _5J i z ' Q N I Z ZLu m m O LJJ wu u Q N 1ry� I ZC7.^ 5 z N Lu �q v! W i i #12 x 3/4" SMS W/ 3" x 12" RHINO #12 x 3/4" SMS W/ NEOPRENE FACED FLASHING #12 x 4 7/8" SMS W/ FLASHING 1 1/2" DIA. NEOPRENE NEOPRENE FACED WASHER @ 4" O.C. PAN PANEL WASHER @ 4" O.C. FACED WASHER @ 6" O.C. 3" RHINO PANEL 3" COMPOSITE ROOF PANEL 71a '�'. tc 6Y bi. .74• �. Ln LLI /'� `• W in LLI • _ I Q m ! • • EXISTING BUILDING • BUILDING/ I L11 r- F- r) 2"x6"SMB • I • W m rn Lo E3 rn ICE 11/8"x21/8"x11/2"x0.062"x3"LONG • 2"X9"SMB m (3) 3/8"DIA ALUM RECEIVING CHANNEL W/ (3) RIDGE 0 � THRU BOLTS I #14 x 3/4" SMS EACH SIDE OF ( BEAM : I -j CL CD 0 BEAM & (2) 318" DIA. THRU BOLTS 1 • 3" x 2" PB DRAWN BY 2"xWSMB-11� INTO {{ 1 1/2" x 21/8" x1 1/2" x 0.067' I • I 3/8" DIA THRU BOLT ALUM RECEIVING CHANNEL ( I (5 TOTAL) GD 3" x 3" POST W/ (4) #12 x 3l4" SMS EACH SIDE OF BEAM & (3) 3/8" DIA THRU BOLTS INTO THE POST {{ E 1 -- - - I 1 1/8" x 21/8" x1 1/8" x 0.050" , I ALUM RECEIVING CHANNEL DATE DRAWN . 02/07/18 3" x 2'PB _ _ _ W/ (8) #12 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA REVISION - W x W POST THRU BOLTS INTO THEROST 3" x 3"_/ POST Q _ S-3 RHINO PANEL TO CORNER POST CONNECTION S-4 HINO PANEL TO CORNER POST 4TH WALL DETAIL S-5 COMPOSITE ROOF TO CORNER POST 4TH WALL DETAIL © - SHEEP NO; SCALE: NTS A-3 q_3 SCALE:NTS q_3 SCALE: NTS �.� o Q co o #12x314"SMSW/ = a: W d Q Z_ NEOPRENE FACED 3" x 12" RHINO #12 x 4 7/8" SMS W/ F- WASHER @ 4" O.C. fE 1 1/2" DIA. NEOPRENE FLASHING N O= FACED WASHER @ 6" O.C. N�•• ` 3" COMPOSITE I�a'�•• .• \� ROOF PANELyy / • •' � .: ?' s'.*:+,'`.Xsire'�s.,; v'r,'..�5''3,:'• 'h� .rs-.'mr• '_•i ;t PROFf? �dNALUAL L • • .1 j � 1 118"x21/8"x11/2"x0.062"x3"LONG (3) 3/8" DIA. ALUM RECEIVING CHANNEL W/ (3) THRU BOLTS I #12 x 3/4" SMS EACH SIDE OF 1 BEAM & (2) 3/8" DIA. THRU BOLTS INTO POST 2"xWSMB i 3" x 3" I 1 118" x 21/8" x1 1/8" x 0.050" ALUM RECEIVING CHANNEL W/ (5) #12 x 3/4" SMS EACH SIDE OF BEAM & (3) 318" DIA. THRU BOLTS INTO THE POST 3" x 3" 3" RHINO I 3" x 0.062" EXTRUDED #14 x 4 7/8" SMS W/ SELF -MATING #12 x 4 7/8" SMS W/ RECEIVING CHANNEL 1 112" DIA. NEOPRENE 3" COMPOSITE 1 1/2" WASHER NEOPRENE O.C. . T x & SMS M I Z'W/ FACED WAS @ 6" O.C. rROOF PANEL FACED WASHER @ 6" O.C. O.C. TOP & BOTTOM W/ I NEOPRENE WASHER � 3" COMPOSITE PANEL #12 x 3/4" SMS @ PANEL RIB 2" x 6" SMB--� 1-3" RHINO PANEL 3" x 0.062" EXTRUDED RECEIVER CHANNEL 412x3/4"SMS@12"O.C. W/NEOPRENE WASHER S'8 EDGE BEAM ATTACHMENT DETAIL A"+ SCALE: NTS 3" x 0.062" ALUM RECEIVING CHANNEL W/ #10 x 3/4" TOP AND BOTTOM AS END CAP 3/8" DIA. THRU BOLT (3 TOTAL)J 2"x6"SME 3" x 3" x 0.093" l2" x 0.062" x 3" LONG 1 CHANNEL W/ (3) NCH SIDE OF IA. THRU BOLTS S'9 COMPOSITE ROOF TO POST 0 CORNER CONNECTION A_A SCALE: NTS SCALE: NTS C 0 w ui C O. d ce w , o uu LL Z W m �o x2"PB Q W W W W �cck w Z W W CQ G z Q z Z x= p� i W HLL OCLL f 1 C C � .TAIL- -Z - -- - V J � i ? z�gm N � ,�ien25g Q W W J T m n O Wu mm z W In In U U Z Q N N = Z Z ul o VI W m ` N i E \\\ i k m W � ch tn Z'x2"\ l 3"xW J O Y 07 M w ? O KNEE BRACE \ POST N -j C. to co D_ LL \ DRAWN BY 11/2"x21/9"x11/2"x � GD 0.062" x 2" LONG ALUM DATE DRAWN RECEIVING CHANNEL W/ (2) #12 x 3/4" SMS EA. FACE & 02/07/1 8 (2) #12 x 3/4" INTO POST 1 REVISION 0 KNEE BRACE CONNECTION DETAIL SHEET NO: A_ A SCALE: NTS A-4