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HomeMy WebLinkAboutConstruction PlansRECETVC-0 �E3 0 9 2020 ST. Lucie County, permitting MIN. FRONT, SIDES. CNR S' a CONTRACTOR: TRI-COUNTY ALUMINT-Im INC. 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 ADMl Specifications for Aluminum Structures, Part I -A ofthe Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 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: V-=116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patlo Cover I Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhina Panel, Florida Product Approval Num her FL 18464-R1. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED US SHE ADVANCED TECHNOLOGY COUNCI.._ ✓EBSITE AND GOOGLE EARTH. Foundation Design I' Existing concrete. 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 of4" thick and in sound condition, free from structural cracking, spelling, or other deterioration. to ' as 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 Florida Aluminum Engineering, Inc. 3. Screen material sbali be 18114 screen unless approved by Florida Aluminum Engineering, Inc. 4. Fasteners am 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 Titm-HD cr equivalent. 6. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or 912 screws 6" from ends and 12"center to center. 7. Whom 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. Airentraining+/-1%-ASTMC260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bam - ASTM A615, grade 60 ii. Welded wire fabric - ASTM At 85 e. Concrete slump at discharge chute not less fluor 3" or more than 5". Water added after botching is not pernitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist core or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for tennims in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shall be mated with a bituminous paint or epoxy. 8. Ali 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. RECEIVED FED 0 7 2020 S7. Lucie County, Permitting A-3 A-3 -D 8'-Ir 8'-8' 7'-4- ]'-/' 7-/' 8'-V 6'-0' yII�,III, msus 2x8SWB 2x55118 41H WALL 41N NALL 4TH WALL z� o 2%3%0.045 2x QN5 2=0.045 2XT%0.048 a END Y BBA E4ID BEAM m01N0 PAN• END BEW END BTAW - - 2%S9IB Wx0A30 2%BSN3 b A-3 A-3 BEZ q-3 N BEAN BmE I IT 28'-a' M,-o' W=0`090 3'%12'%0.019' B 0 PAN A-3 2= - A-/ ) JX3%0.090 POST 3%mmo PORT 3X3%0.090 POST J%3x 3%J%PMT 3%3%OOST 3%3%POST JX3x0.090 POST POST POST PoST PORT POST F 2X3ngT () 1x3 (TTP) e n A-B 8'-8' 8'-8' 8'-8' 7-4'-}-Y-4' 7-4- a LL Q 2 C)� O O W a CO111 .v * I- O, z ` J 0O I POST 3)t3I( POST ti -o 3x3%0.090 JPOST W&41(c RE�/ ED FOR CODE COMPLOANi ST. LUCIE COON" EOCC � K W LLI W p Z r m w Z Z .z O ° W N Z LLJ N S w LL ` J LL O CL 1- Z 5 Z limZ Q R atL o z Z��� OZa LJJ LU LU CC OV 0 (7 to aZKw a 0 Z U GD J W�cotra, W ZZr W A O. SPOaLL TP 01 /23120 A-1 ALUMINUM MEMBERS DMENSION�l- HOLLOW SECTIONS �• ' 2x 2: 2"x2"x0.046" •' '� 2x3: 2"x3"x0.050"m s\ 2x4: 2"x4"x0.050" ` Q7 ;•!V c" ILL.6. •. 2� 2x 5: 2"x5"x0.050" Q 0 OPEN BACK SECTIONS z o d ILI co I x2: 1"x2"x 0.040" U v LN Q 0, Z Z H 1x3: 1"x3"x 0.045" 6 �� 0 v SNAP SECTIONS 0 ••�•. , '• \ •0� 2x 2 Snap: 2"x2"x 0.045" IF •y ••• ','/ ...••'• \\\ 0.09G' 2 x 4 Snap: 2" x 4" x 0.045" 3" 0.090" x ///IIIII *1/11 POST POST SELF MATING (SMB) (2) 3/CONCRETE 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" S SCRERE W ANCHOR 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" (S' CONIC. EMBED) W W W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" (2) 318" DIA CONCRETE d 2 x 7 SMB: 2"x7" x 0.05T'x 0.120" SCREWANCHORS ? �m 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" P' z 3" OB WJ 1/4" CONCRETE INTERNAUEXTERNAL (3"CONIC. EMBED) INTERNAL/EXTERNAL 3"x3"xi/8"EMRUDED C9 Z 2x9 SMB: 2"x9"x 0.072"x 0.124" SCREWANCHORS" I I 3"x3"x 1/8"EXTRUDED POST BASE W/ T 318" W z �t 2 x 10 SMB: T' x 10" x 0.09T' x 0.398" FROM UPRIGHT & Q I POST BASE WI (2) 31&' DIA. THRU BOLTS JQ 24" O.C. (MIN. T EMBED.) DIA. THRU BOLTS Q MINIMUM FASTENER EDGE DISTANCE: VT' Z Z IM MINUM FASTENER SPACING: 3/4" — — — -- — o H Z CONCRETE SCREW ANCHOR--— — — e — — .. ..4 . .4 .' 1A < U SIMPSON TITEN HD OR EQUIVALENT °' ; ' - , O O MEB SHEET METAL SCREWS " • •'.4 a •. •• - '•' ITW /BUILDEX OR EQUIVALENT '' • ... U n B'l Z &' x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS A-2 SCALE: MS C tmn 5 Z JLLmg^ s Q W wigs Q W zE-w 2 Z 1/8"xTx2"EXTRUDED ? 2 O W'" 4 ANGLE 5052H-32 ALLOY WI (4)#74z3/4"SMS • • ILL c INTO DJjt • 31N•IAN LLfC - SLAB/FOOTING a nrva�oaeueE". SEE PLAN ':i •v f + . CHAIR RAIL MEMBERLU N CC SIDEVIEW I ---- of o� -----I I ---- poofW a 005 (i) 3/8" DIA CONCRETE UPRIGHT 1"x 1"z 1/8"ANGLE W/ • p #C ® 5 m Q H N ANCHOR (2) #14 z 5/8" EACH FLANGE p� C VV G W W coo IS ('1/4"GONG. EMBED) PRE -HUNG EACH SIDE OF UPRIGHT I I�EVIE 0 -- _ DOORJAMB I �3. �C y CC)MPLI y M �Jjn a T�i - — - ST, LUCIE C®ij DRAWN BY ° I3CCC TP 1"x 3" BASE PLATE DATE DRAWN ANCHORED TO CONC W/ 1/4" , ° 01/23/20 CONCRETE SCREW ANCHOR ;' (MIN. 1 1/4" EMBED)'a REVISION 4• 6" MAX EACH SIDE OF POST y _ AND 24"O.C. MAX .e .• d,% ®® CHAIR RAIL TO POST CONNECTIfT r _ FRONT VIEW A_2 SCALE: MS © _ DJ-' UPRIGHT TO CONCRETE (M PRE -HUNG SHEET NO: j{_2 DOOR LOCATION DETAIL SCALE: MS A O fl 1 M 1l `ol 12-RHINO •`' #14z3/4"SMSW/PANEL l wooNEOPRfCED '', #14 SMS x 314" W/ . WASHER O.C. NEOPRENE FACED `\\\\\\\�����1111 ((� .• • I� WASHER ®12" O.C. ALONG LENGTH �\ • l� wi 4. OF ALL END BEAMS Q o O 0 :Zy r o �a iU v FLASHING: % O 2"X3"TOPRI ! BY ZANGLE �/1 REQUIRED I� 3"RISER PANEL #14x 314"SMSW/ NEOPRENEFACED OTHERS ••••SPLICED "�ATTAOHW/(4)#10II OR COI 2°x3" I C. 3°x 12"RHINO���.� END BEAM I J PANEL'Ig111 1111III II II Z3PAN III Ii W z TOP RAIL W/ /I W 11J (4)#tOx 4"SMS LLJ �' INTO POST 2" X 3" TOP RAILWI p3HTINO 414 x 3/4" SMSW/ z M O (4)#10x4"SMS INTO POST NEOPRENE FACED EXISTING I WASHER @ 4" O.C. BUILDING/I Z tp LLLLLLJJJ W Z w 2"xY'x3"LG 2'.x2"X3"LG --- - -- x1/8"ANGLE (3)3B°DIA THRU BOLTS J Q Q Z Z . W z 1/8" ANGLE 2"x 5° SMB I tA N Z S. SMB 3°x3"x0.090" tA N a 2"x CC U LL G (4) #10 z 314" (4) #10 X 3/4" I POST SMSINTO SMS INTO 3"x3"x 0.090" Q = SCREW BOSSES SCREW BOSSES POST F, (2)INTO TOP RAIL (2)INTO TOP RAIL -- � (2) INTO POST (2) I WO POST I I CONNECTION AT CORNER CONNECTION AT SPLICE S'f HINO PAN ROOF TO POST CONNECTION S-2 RHINO PANEL TO POST id . 4TH WALL DETAIL SCALE MS = Z Z _ � S X3TOP RAIL CONNECTION T03X3 UPRIGHT SCALE WS A-3 A-3 p Z�"m�� � ASCALE NTS J JQ � �amm tg W Wnmm Ea .... Q W L.LI G2_ 0 Z gAq g2g G OZS a LL #14x 3/4 SMSW FLASHING #14 x 3/4" SMS W/ NEOPRENEFACED #14 SMSz3/4"W/ NEOPRENEFACED NEOPRENE FACED WASHER @ 4" O.C. WASHER® 12" O.C. BY OTHERS #14 x 3/4" SMS W/ #14 SMS X 3/4" W NEOPRENE FACED WASHER @ 12" O.C. WASHER @ 4" O.C. 3" x 1Y' RHINO `PAN PANEL ALONG LENGTH 3" x 12" RHINO NEOPRENE FACED 3"x 12" RHINO ALONG LENGTH / OF ALL END BEAMS PAN PANEL WASHER Q 4" O.C. PAN PANEL OF ALL END BEAMS 2" x 3" TOP RAIL w/(4)410 x 4"SMS INTO POST N (L _ — e� 2"X2"z3"LG LU z 7/0" ANGLE Q --_—. ---- -- u Q ZK 2"z3"x 0.050' o IXISTING �I • :1 W 0 O — END BEAM e BUILDING e (4) #10 z 3/4" U THRU BOLTS • — - — "'- -" e SMSINTO I SCREW BOSSES L y . m g J v 112'x21/3"x112"x0.062 1 (3 TOTAL) (2) INTO POST � Z U rn ALL RECEIVING CHANNEL W/(3)#12%3/4"SMS EACH SIDE OF BEAMB(2) 3i8"DIA I 2"XS"SMB ffiHANN LW1(LONG ALUM RECEIVING ALUM RECEIVING CHANNEL W/(3) #14x 314"SMS EACH SIDEOF �® 2°%5"-4 REVIEWED REV9E�+9{�{1 J H- Z W K m mOJ t` (L LL THRU BOLTS INTO THE POSE I BEAM B(2)WE" DIA. THRU BOLTS INTO POST e y� 1la. x2"x 11/8"X5"x 0.05Y' /�®1�11�L�P'\ ALUM RECEIVING CHANNEL ii..00 ■�• WN BY 3/B" DIA THRU BOLT 3"x3"X0.090" W/(4)#14x3/4"SMSINTO ®®'F TP 2"x5"SMB POST G UCIE Col EACHNTOSIDE ORER POST Sr. #14 z T' SMS INTO CORNER POSE 6. �•. DATE DRAWN -- 3"x3"x0.090" E®CC 01/23/20 REVISION POST HINO PANEL TO CORNER POST id 4TH WALL DETAIL S-4_ RHINO PANEL TO CORNER POST CONNECTION S-5 M LE COPY HIND PANEL ROOF TO POST C N ION _S-3 SCALE: NTS A-3 A-3 scALE: Ws "SHEET _ A-3 SCALE: NTS Q N M 0