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HomeMy WebLinkAboutConstruction PlansCONTRACTOR: JSJ Doors & Windows 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 of the Aluminum Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum Construction in I-8gh Wind Areas. 3. ASCE 7.10. Loadin¢ Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 I 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: Vma =150 MPH, Nominal Design Wind Speed: Vase =116 MPH. 3.3. 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 I - Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida Product Approval Number FL 7561-R4. Specifications The following specifications are applicable to this project: 1. Ali 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 shall be 18/14 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 staidess steel series "300", or uncoated stainless steel series "400". 5. Approved concrete screw anchors to be Simpson Titer -BD or equivalent. 6. Ali Self Mating Beam Sections are to be stitched with either k14 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 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 N-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 ii. Welded wilt fabric-ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added aft" batching is not permitted. d. Prepam 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. Priorto placing concrete, neat 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. 8. All flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. Use ofthese plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Zon z7 -C?OSa REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY CC A . WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. O in 0 be 6 7'-0- 7'-0" 7'-0" 7'-D" 7'-0- IM 1. 0. 7'-0' 7'-0' 7--0- T-D" --ff 1. / Ka'K rt `a�eLd 3Y.i3ynxr rpm I I 3%3X0.090 0 X N 3X3X0.090 0 0 n N 3X30.090 `r 3X3X0.090 9'-0- +I' 3'X48'X0.024' 1.0# DENSITY FOAM COMPOSITE PANEL n M a n A-2 n 2X3 2X3 2X3 2X3 ' _ "�h a _7X3s zNs.€ ALUMINUM B_ ICK ICKPLAIE(T1P) A_2 7'-0" 7'-0- 7'-0- 7'-D" ,I'- 7 -0- el' 8'-0" M Q o lL O n v v * F 6 % 0 Q N "as 0 '• CC 111 W W d z m z o W z o z Q Z I 0 d h N N Z +� In W W 0J 0 0 IIK F d Ip z Z 2ruu O CC Qm� G ffi � � J Z_ twmnn � Q LU 2i s Q WKi.. 9 cc (7 Z s Z LL N W N Z W Z K Q Q Q U K W O zJ F n rn 0 W to or, Z l- v = N X d O 0. LL TP 07/15/20 A-1 ALUNEMM MEMBERS DIMENSIONS Not%ji� HOLLOW SECTIONS KICK PLATE NOTES ,,,,`, `�N,�•C •• // /i 2" 2%2: 2"xx0.046" �N •4'7 2X3: 2"x4"X 0.050" 2. SCREW ALL CORNERS �� /I 2x: 2"x"x 0.050" 3. 100 B-120 B WIND ZONES USE#8 � ••� i ILL.•��2VI 2x5: 2"x5"X0.050" x 5/6'SMS@12"O.C. • QV' O 4. 120 C#8x5/W WIND ZONES USE #8 � Z O OPEN BACK SECTIONS %5/6"SM5@8"O.C. 5. 140 C-150 B WIND ZONES • W co a LLI I-- O• 1x2: 1"x2"x0.040" USE #8x 5/8"SMS@6"O.C. �N •. 1X3: 1"x3"x 0.045" 6. 150 C 8 ABOVE WIND ZONES • 0 U) USE#12x5/8"SMS@6"O.C. 7. SCREWGIRT, BOTTOM RAIL/�v G Z ••• SNAP SECTIONS 3"z3^x0.090' &BOTH SIDES /),. • • •.• •• •: `.(`y`,� 2x2 Snap: 2"x2"x 0.045" PDST 8. MAX KICK PLATEN=36" �0 .•• (2) 3f8" CIARETE ACNCHORS 2X4 Snap: 2"x4"x0.045" REW (3" CONC. EMBED) I SELF MATING (SNIB) 2x4SMB: 2" x 4" x 0.044"x 0.100" oPTIDNz: 2x5SMB: 2"x5"x 0.050"x 0.100" i"x3"OB W/1/4"CONCRETE IMERNAL/EXTERNAL 0.040"x 11/7'x 21/8"z 1112" INTERNAL OR EMERNAL LU La W 1 2x6SMB: 2"x6"%0.050"x0.120^ 2x7SMB: 2"x7" X 0.057'x 0.120" SCREW ANCHOR B" FROM UPRIGHT B� 3"z3"x 1/8°EXTRUDED POSTBASE W/(2)M. OPTION I: I ALUM RECEIVING CHANNEL 2"x2°x 1/8"ALUM ANGLE W/(3)#10x3/4"INT0 Z m `aT 2x8SMB: 2"x8"x 0.072"x 0.124" 24"O.C.(MIN.3"EMBED.) CIA . THRU BOLTS W/(4)#10z 518"EACH SIDE GIRT EACH FACE 8(3) y�j O 2 x9 SMB: 2"x9"x 0.072"x 0.12W' #10 x 3/4"INTO UPRIGHT LIJ z er 2X10SMB: 2"x10"x0.092"x0.398" Q MINIMUM FASTENER EDGE DISTANCE: 12" � . �" .I I Z Z MINK 4UM FASTENER SPACING: 3/4" - - - - -' - - - - Lo N • Q CONCRETE SCREW ANCHOR ,e. „• . • S •' CHAIR RAIL MEMBER I U W - SDAPSONTIIENHDOREQUIVALENT ,a e • a LL O J SHEET METAL SCREWS (SNM: 3" z 3" POST O S IIW / BUH,DEX OR EQUIVALENT d I-- ©3" x 3" POST TO CONCRETE CONNECTION DETAIL � I A-2 SCALE: NTS U n Z C CHAIR RAIL TO UPRIGHT DETAIL m $ N A-2 SCALE NTS 5 Z fN m b& N Q � LLe m S W wdp'.71i Z~� 118"x2"x2"EXTRUDED $ _J W ANGLE 5052 H-32 ALLOY LL WI(4)914 x 3/4"SMS o 0 AA 11/2 GAGE ON INTO DJ o F ® - SCREW ANCHORS ® ® F I d b• I• WOOD: 31N'WN LQC - SLAB/FOOTING s� .wwoaesnamxvn I #10z 3"WOOD SCREWS, 6" SEE PLAN 3"z3"x0.125" FROM GIRTB 12"O.C. `'e• ' � 'e POST CONQ • ••*. ULI x3°CONCRE IX'DIA ET ' • ' VI � SCREW ANCHOR, V' . LA z W W FROM GIRT B®24"O.C. A A-] I (4)#10xl 12'INTO SCREW BOSS SIDEMEW 0 Co W Q __ .._ _. __ a 1"z Z' OB W/ 1/4"CONCRETE SCREW ANCHOR 6" 3" x W x 1/8" ALUM FLANGED POST BASE W/ (2) 318" DIA THRU I I (1) 318" DIA CONCRETE Z Q J O Z H- m FROM UPRIGHT 8 BOLTS INTO POST 8 (6) 1/4" CIA - -- --- -- --- -- -- SCREW ANCHORS FRIGHT W W W a0 Z 24" O.C. (MIN. 3" EMBE4) } "+ 1 I x 312" CONCRETE SCREW ANCHORS CONCRETE (2114" CONC. EMBED) PRE-HUNGO Z m DOORJAMB �=N d D_ LL 3" HOLLOW - _ _ - DRAWN BY SECTION GIRT _ _ _ m TP Vxa' m 1"x 3" BASE PLATE DATE DRAWN e , ANCHORED TO CONC W/ 114" " • 07/1 5/20 00NCRETESCREWANCHOR REVISION e • (MIN.11/4" EMBED)-4 REi/IEOF POST n' n "D.C. MAX C'i STRUCTURE CODE COMPLIANCE e 1X3 TO HOST DETAIL FRONT VIEW B-1 3" x 3" POST TO CONCRETE CONNECTION DETAIL A_2 SCALE:NTS g pia T• LI9CI COUNTY 4 SHEETNO: SCALE: NTS A-2 DJ-1 UPRIGHT TO CONCRETE (a PRE -HUNG CC A_2 DOOR LOCATION DETAIL SCALE NTS /f, _ /'� H L ri /" 1 9 6: LLOLu :2 0 to a :L) v * ~ C 6 •.iZ Ca Qv �'•.,w°y� .... • Quo z L'i w Lu 1 Z m V k Z W Lu Z .J C' Z Q Z O 1 N Ln N L, a w Lu LL O 0 w Hd _ ? U o , z A m l Z i C G z'M^@ O Z � �mnn J i � 1 Zj s Q LLJ Q Lu Z 0 Z�� , #14x4"SMSW/ 1 1/2"DIA NEOPRENE"""��� 3" CO Z $ o I FACED WASHER g 6" O.C. \ #14 SMS x 1" MIN. LONGER Lu i \ .e'er ` THAN PANEL W/ 1 1/2" DIA ILL. ;�, �;?i�,'S' i:M4 - a.ii /�y -;.y ;r.�55? w'h� tcY3SiL5J( NEOPRENE FACED WASHER �@ 12' O.C. ALONG LENGTH OF ALL END BEAMS 3" COMP ROOF PANEL TEND BEAM / / i 3" x 0.062' ALUM RECEIVING CHANNEL W/ #10 x 314-TOP AND BOTTOM AS END CAP 2" x TOP RAIL - NO ANGLE REQUIRED UNLESS I J SPLICED OR CONER - III II 2"x END ATTACH Vd(4)#10x 4-LLG 3 BEAM II IZ ill I 3" x 3" x 0.090" II I O UPRIGHT I Of 2"xTCP RAIL W/ II D" (4) 010. 4" SMS INTO POST 2"%TOP RAIL Vd .y-y, rrv:,y:•:•+.i-•="' (4) #10 x 4" SMS INTO POSE ...�yl iti,..� p),;M•.:* 2"%2"x 3" 2"x2"x 3"LG - —�-- x1/8"ANC x 1/8"ANGLE _ (4) #10 x 3/4" (4) #10 x 3/4" SMSINTO SMSINTO SCREW BOSSES SCREW BOSSES (2) INTO TOP RAIL (2) INTO TOP RAIL (2) INTO POST (2) INTO POST / J �X3TOPRAILCONNECTIONTO3X3UPRIGHT A_3 SCALE: NTS COMP 914 x 4" SMS W/ 1 1/2' DIA NEOPRENE FACED WASHER 0 6" O.C. 3" COMPOSITE ROOF PANELI 2" x S" END BEAM a (5) 3/8" THRU BO 3" x 3" #14 SMSx 1" MIN. LONGER THAN PANEL lA41 1/2" DIA NEOPRENE FACED WASHER @ 12" O.C. ALONG LENGTH OF ALL END BEAMS • 2"x3' o I END • BEAM 1 12' x 21/8" x 1 1/2" x 0.062' ALUM RECEIVING CHANNEL -W/ (3) 012 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA THRU BOLTS INTO THE POST x 9" SMS • • e 2" %3" x 0.050' KNEE BRACE 11/2"x2118"%11/2'% 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST e e REV EWER FOR CODE DROMPLIAN_2 KNEE BRACE CONNECTION DETAIL S-p1 OMPOSITE PANEL TO INTERMEDIATE BEAM CONNECTI6�. LL /i //''�� w' A-J SCALE: NTS oS1 a VIE V®UAtl _'3 SCALE: NTS BOCC 0.125" LU L/) Z Lu LLI Q 0 N Z W Q Q U y`V- K J Lu O Z � m U) W m 0 2 Z K M 6 ��dLL TID DATE DRAWN 07/15/20 REVISION A-3 Ic n LL 6 s f 0 I 9 M I