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HomeMy WebLinkAboutConstruction PlansMIN. SETBACK REQ. FRONT d SIDES CNR SIDES Wl A REARS - N4��N�\\II1 ZNG. TECH. o- 16' �(C)r.,j 0 IJ( PLE.rrf 0b',Pr CONTRACTOR: TRI-COUNTY ALUMINUM,. 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 ofthe Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in lEgh 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: VA- =116 MPH 33. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover / Screen Room: Non -Habitable. Unconditioned RoofType 1. Roof Type: MONOSLOPE 2. RoofMaterial:3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida Product Approval Number FL 18464-RI. Foundation Design Existing concrete. No additional concrete footing or slab is required to resislthe loads Imposed posed upou the existing slab by the proposed construction if the existing existing slab by the promised construction if the existing slab is a minimum of 4" thick and in sound condition. free from structural cracking. spelling, or other deteriorationor other deterioration. Specifications The following specifications me 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. Screen material shag be 18114 screen unless approved by Florida Aluminum Engineering, Inc. 4. Fasteners are required to be corrosion resistant minimum SAE Grade 2 or better zinc plated to ASTMB633, or coaled stainless steel series "300", or uncoated stainless steel series'400". 5. Approved concrete screw anchors to be Simpson Titan -HD or equivalent. 6. 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. 7. Where concrete specifications are required, whether in the screen enclosure scope or nol, by we 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 iu. Air entraining +/-1%-ASTM C260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not pemtitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 I Welded wire fabric - ASTMA185 c. Concrete slump at discharge chute not less than 3" or mom than 5". Water added after hatching is not pemiied. d. Prepam 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. IL All aluminum components embedded within concrete shall be coaled 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. WIND SPEED AND EXPOS UPP •r-4VE BEEN DETERMINED USING ADVANCED TECHNOLOGY COUNCIL'S SITE AND GOOGLE EARTH. / S-3 1 / S-2 A-3 A-3 ro 9'-0' T-0' T-O- T-O- 8'-0- e'-0' +iII� 9m51ra 2x5gra 2 atx caw. am w,ur, W5 and1 w,ul. � 2x 2XD 2%al 9faX �$$ Face BEAM ism FNp acAu BEES MINOM FND anal am sm END aznm L 2%SSIIB 2=0.050EDGE 1x591B b A-3 L A-3 Btu MIX A-3 i J 2T -0' ?t •-o' 12'-O' etl-0- sxsxoA90 PUST `1•-e 3Yt2'I0.m9' A-3 MNo PM L 1•-0' -7 amxs. ) O X0,090 JXa%0.090 31r3x0.090 A-4 Po9r POST POST xo.090 srD axlx11.09p O%JII005o JXJxe.o90 vosr Pso osy Posy Posr von ..k Ix] (nP) 2Y.ItlaT Orro) 4 LL�T-0'T-0'T - 0' e'-p' 8'-0' 2T-0' 21'-0' I 0 m .2 d' e 0 o n :W t° * w 0 to 4 C i s. •: % Z 4Cv i"•. K 0 t J r� Imo} sxsxaoco � I POST bb sraxoa90 J PST m'-o'{ IDLTxa090 POST W 9xNaaT (m) 3K3x0090 POST ax9t0.090 r bT t POST A 2lpJ � 2x0 PosT 2elaz - 02? 3 REVIEWED FOR CODE COMPLIANCE ST. LUCIE/�rvC/'�OUNTY BOCC ;:�-• f .. 4 n ems{ a ET+ W W W 1 m W LU Z W J z R Z . Z O a vWi CA Z to W W LL O d F- 2 C- z� z ci �u :3z = J R M .- eg Q LU we rum o Z� OZN 9 LL LU H W O W = O X �ZN 7 Q J W`W d N W J N N C = 0 Ir M d >00 'rIL LL TP 02/04/20 A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"x 0.046" 2x 3: 2"x3"x 0.050" 2x4: 2"x 4"x0.050" 2x5: 2"x5"x0.050" OPEN HACK SECTIONS 1x2: 1"x2"x0.040" 1 x3: 1"x3"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 (SMH) 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" 2x7SMB: 2"x7" x 0.05T'x 0.120" 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" 2 x 9 SNIP: 2" x 9" x 0.072"x 0.124" 2 x 10 SMB: 2" x 10" x 0.09Y' x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1W MINIMUM FASTENER SPACING: 3/4" a :iz O 3"x3'x0.0W' I 3"xSST'x0.090' POST I (2) 3/8"DIA CONCRETE ' SCREWANCHORS (3" CONIC. EMBED) (2) 318" DIA CONCRETE SCREW ANCHORS I (3" CONC. EMBED) INTERNAUEXTERNAL 1"x3"OBW/1/4"CONCRETE INI NAUDUERNAL 3"x3"xl/8"EXTRUDED SCREWANCHORB" 3"x3"0/8"EXTRUDED POST BASE W/(2)3M' FROM UPRIGHT 8 @ POST BASE W/ (2) 3/8" DIA. THRU BOLTS N" O.C. (MIN. 3" EMBED.) DI A THRU BOLTS • d' B 1 3" x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE SCALE: MS A-2 SCALE: MS 1/8" x Tx 2" EXTRUDED ANGLE5052 H32 ALLOY W/(4)#14x 314"SMS o 0 INTO DJ o x,a•�NCMC i SLAB/FOOTING "' a uwcaoaeuemwo SEE PLAN - ': A • a " I I •1• .. CHAIR RAIL MEMBER SIDE VIEW ---- ---- I (1) 3/8" DIA CONCRETE 1 " x 1"x 1/8" ANGLE W/ SCREW ANCHORS FRIGHT (2) #14 x 5/8" EACH FLANGE (21/4'CONC. EMBED) PRE -HUNG EACH SIDE OF UPRIGHT I DOORJAMB 33-6 x0.080" — -- POST 1"x 3'• BASE PLATE ANCHORED TO CONC W/ 1/4" •' ;• CONCRETESCREWANCHOR °. (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST i ° AND 24" O.C. MAX '•°•'+ ' CHAIR RAIL TO POST CONNECTION DETAIL FRONTVIEW EA-2) SCALE: MS DJ-1 UPRIGHT TO CONCRETE Ob. PRE -HUNG A-2 DOOR LOCATION DETAIL SCALE NTS 0 0 i 0 0'2`�' LLI K v0: (n t< Q�0 W LTA W w II ` m z Z to Q Q Z h H Z N W LLI C U LLO OJ D: d F Zug m �z�& 's Q Lu W60W u' Lu ti Z.Lu 9 13- H 0 w wOw U U' W 0 z w QoQ? I mwJ Luwa �n —, Zw F-� O ZO of d n rL U- w3 DATE DRAWS 02/04/20 REVISION T SHEET N0: A-2 3"x NO / PANI NEOPRENE FACED WASHER •• NEOPRENE FACED �� .• • / QZ WASHER @ 12" O.C.•� ALONG LENGTH :�C(/ .• .. OF 6LL END BEAMS : Q• y 1y Q i O Cd :W m w Q= :U Q O ZX FLASHING �; % Z pJ 2"z3"TOP RAIL -NO 3" RISER #14x 3/4"SMS WI OTHERS /� Q ' •.,, ,• `,� `\ ANGLE REQUIRED UN LE SS J // ////// • ,,,. A SPLICED W/ PANEL NEOPRENE WASHER C 4AO.C. 3 x ITRHINO ((44) #10 x 4""LLG ATTACH II Z END BEAM i PAN PANEL III 3 3"%3"x0.09X III II O UPRIGHT 2"x3" I p III I � Z LL TIPTOP I W C (4) #10 x 4" SMS Z POST INTO POST 2" x 3" TOP RAIL W/ #14x3/4"SMSW/ /II / 1 m a (7 (4) #10 z 4" SMS INTO POST 3"x 12'RHINO '`. PAN PANEL �TH WASHER 4" O.C. NEOPRENEFACEDIXISTING @ ///f BUILDING O Z 10 W z _ 2"z2"z3"LG - - ..- _ _. U DIABOLTS THRU BOLTS (3)3/8"DI0. j -j C CI Q Q 2" x 2' x 3" LG z 1/8" ANGLE THRU BOLTS / Z a m x 118"ANGLE 2"XS"SMS V) Z _ _ I C V 2"x 5" ISMS 3'%3"X0.080' W LUL.0 (4) #10 x 3/4" (4) #10 x 3/4" I POST 0 � SMS INTO SMS INTO 3" x W x 0090" Q SCREW BOSSES SCREW BOSSES POST ~ (2)INTO TOP RAIL (2)INTO TOP RAIL (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S-'I HINOPANROOFTOPOSTCONNECTION S_2 RHINO PANEL TO POST Ca,) 4TH WALL DETAIL Z ; S X3 TOP RAIL CONNECTION T03X3 UPRIGHT SCALE: MS A'3 SCALE: MS C $ Z r m d A-3 SCALE NTS Q W g>:suj i Z �$ a n W LL 914 x 3/4" SMS W/ #14 z 3/4"SMS W/ #14 SMSx 3/4"W9 NEOPRENE FACED FLASHING BY #14SMSx3/4'W/ NEOPRENEFACED WASHER @4"O.C. 3"xt7RHINO NEOPRENEFACED WASHER @4"O.C. OTHERS NEOPRENEFACED PAN PANEL WASHER @ 12" O.C. #14 x 3/4" SMS W/ WASHER @ 12" O.C. ALONG LENGTH 3"x t2" RHINO NEOPRENE FACED 3"z 17 RHINO ALONG LENGTH PAN PANEL OF ALL END BEAMS PAN PANEL WASHER @ 4" O.C. OF ALL END BEAMS 2" x 3" TOP RAIL w/(4)#10x4"SMS / I INTO POST ir F WW m Tx Tx 3"LG LLJ ,, _ _ ._ _ _ _.._ x1/8"ANGLE Z W 2"x3"x0.050" o END BEAM EXISTING m o 6M5INTO4 p O W a J o BUILDING t o m '- Y - m SCREW BOSSES Q j m DL J 1 t2"x 21/8"x112"%0.087' I THRU BOGUS (3 TOTAL) (2)IMO POST (2) INTO TOP IL W W a U) N ALUM RECEIVING CHANNEL I 11/8"x21/8"x112"x 0.082"x3"LONG O Z p x W/(3)#12 x 3/4"SMS EACH I SIDE OF BEAM 8 (2) 3/8" CIA I 2"xS"SMB ALUM RECEIVING CHANNEL W/(3) #14 z 3/4" SMS EACH SIDE OF 2"z5"SMB ppj � p 0 J d � `p 0 LL THRU BOLTS INTO THE POST BEAMB(2)3/8"DIA. THRU BOLTS 11/8"z2'x 11/8"z5"x0.O8T' DRAWN BY J// 318"DIA THRU BOLT 3"x3"x0.080" INTO POSE ALUM RECEIVING CHANNEL W/(4)#14x3/4"SMS INTO TP POST�\u02/04/20 EA EACH SIDE OFBEAM8ST #74 x 1" SMS INTO CO POST DATE DRAWN 3" X 3" %0.090' REVISION POST S-3 HINO PANEL TO CORNER POST (cD 4TH WALL DETAIL S'4 RHINO PANEL TO CORNER POST CONNECTION S-5 © A-3 SCALE: NTS HINO PANEL ROOF TO POST CONNECTION A-3 SCALE: NTS _ 4 3 SCALE: NTS SHEEf N0: /1 A-3 yl i 3" RHINO PAN ROOF PANEL 2"x SMB_ ° ° ° 2"x3"1 0.046' KNEE BRACE 112"x 21/8"x 112"x 0.062' x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE 8 (3) #12 x 3/4" INTO POST NEOPRENE FACED WASHER Q 4" O.C. —`/-- `3" x 3" x 0.090" POST S-%,1 KNEE BRACE CONNECTION DETAIL AA SCALE: NTS (� ` \q\1111111111IIIII .. 1Ld.tiy; c 3'a w (D 4( w ¢ 4 L tN H �vp; p �z \� $� ,I''Irllrll1101u111\\\\,\ z w z a Lq M z �$ 3 W z c a aZ o aZ Ln W CJ U. 0 J 3 z F a a ¢ g �C ° z a c c� i G 9 INI--o� W WdS= i s z a s 0 C OZR c t L J W 3 #14x S NEOPRENE FACED W WASHER Q 12" O.C. 3" RHINO PAN #12x SW n z ALONG LENGTH OF ALL END / CROSS BEAMS ROOF PANEL NEOPRENE FACED RENE ACE WASHER ® 4" O.C. C LPL }.� 1AX W W u OVEERHRHANG ~ ••• Z O 2" x x BEAM D BEAM END Q W 0 F \ a J 0 Q = z \ 2' OzW~� cl 2" x 3" x 0.049' 3" x 3" x 0.090" O O J KNEE BRACE P0S4 C. 7 LL LL DRAWN BY ° TP 110 x 21/8"x 1112'x 0.062" x 3" LONG ALUM DATE DRAWN RECEIVING CHANNEL W/ (3) 02/04/20 #12 x 3/4" SMS EA. FACE 8 (3)#12x 3/4"INTO POST IREVISION II N-- S-$,1 KNEE BRACE CONNECTION_ DETAIL a AA SCALE NTS SHEETNO: A-4