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HomeMy WebLinkAboutPLANSi `�ZO'D�/ CONTRACTOR: Mario Russo Alr. r ram, Inc. DESIGN CRITERIA: 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 1-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. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. Ultimate Design Wind Speed: VaT = 150 MPH Nominal Design Wind Speed: Veso = 116 MPH. Exposure Category, Section 1609.4.3: B Screen Enclosure Section 2002.4 The following specifications are applicable to this project: 1. 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 130 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining+/- 1%- ASTM C260 iv. W ater 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 Al85 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. 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. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. 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". 4. Approved concrete screw anchors to be Simpson Titers -HD or equivalent. 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. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Screen material shall be 19/14 screen unless approved by Florida Aluminum Engineering, Inc. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. All flashing and waterproofing shall be provided by the contractor. 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND,QvvFD AND EXPOSURE HAVE BEEN tMMINED USING THE ADVANCED TECH] �-)GY COUNCIL'S WEBSITE ' r AND GOOGLE EARTH. 0 in I 0 I 0 I — 6'-04• —�— 6--0�" --4— 6'-0�" --J— 6--0J. - 24'-2" 2X6SMB CARRIER BEAM WEIVED <!r01 =eri u- A. 0 Nov -1.6 2019 o = ti * ¢ o Department i 6. •;i0 permitting St. Lucie Count, i Z O •••.• •••..* F ,,,���4i .. - QUO,, w ui w ti Z m Ur k o w Z 1 J . aZ Z O a vwi ut Z w N to LL 0 0 a 0 I Z V Z ^ m CZ �Z_�cga J 1-,G4�m � a W ,u Q W zMaaD W 0 Z �<'n J LU LL LL SCANNED A-6 A-5 A-3 BY - ---------- ------- St. Lucie County o- I M1 - 1X2(TYP) N W 6 ZqO��- N o p�� o o d 0 N 11 O X X X A co Y a A_5 p LU Z 2i o 0 ® M `0J M 2 4 Cc Lu W' '1 tt' 0 w o m m 0 a��aLL 6A ® � ®� 16" ALUMINUM (TYp" H-1 B- -B-3 B-1 DRAWN BY RtC KI 16" A E (TYP) A-3 A-4 A-4 A-4 TP DATE DRAWN ^����' 0 10/04/19 REVISION �I r 11/21/19 — 4 Roof Type: MANSARD / HALF MANSARD A-1 ALUMINUM MEMBERS DIM; _';ONS HOLLOW SECTIONS ! ' ` 1. D 024PLATE ALUM ``�gtpplllUy���' * �i /1/0, CORNERS �.-,'( // 2x 2: 2"x2"x 0.046" 1/8" x 2" x2" EXTRUDED 2. SCREW ALL ; // N, 2x 3: 2"x3"x 0.050" ANGLE 5052 H-32 ALLOY EA 3. 100 B-120 B WIND ZONES . ,�� 2x 4: 2"x4"x 0.050" SIDE USE #8x5/8"SMS�12"O.C. : �, a LL b•°: 2y 2x 5: 2"x5"x 0.050" 4. 720C-7408 WIND ZONES USE #8 x 5/8" SMS @ 8" O.C. :; _e y O • 5. 140C-150 B WIND ZONES • Z L1J ll.l J OPEN BACK SECTIONS: 8. USE#8 x 5/8"SIASG 6"D.C. 150 C & ABOVE WIND ZONES d •p • ��% F ' Q 0+ 1 x3: 1"x 0.045" iN Q h 3"x l z 3: 1" x 3"x 0.045" USE 012x 518"SMSQB"O.C. • 6 �,� O V (q SC ® "xTO.B. 7. SCREW GIRT, BOTTOM RAIL &BOTH SIDES 4 Z •/ v :° SNAP SECTIONS BASEPLATE-TYP 8. MAX KICK PLATE HT=36" / O . / ••• • _ °°• ux�. //////'��I 2 x 3 Sna: 2"x3"x 0.050" wecn xiwe p. 2- _k 2 x 4 Snap:2" x 4" x 0.045" °4 2"MIN EDGE DISTANCE FROM o/ 11111 SLAB FOOTING •<' 4 EXTERIOR OF COLUMN TO III//1� SELF MATING(SMB) SEE PLAN 4 OUTSIDE EDGEOF SLAB 2x4SMB: 2"x4"x 0.044"x 0.IW' 2 1/2' x 1/6" x (GI RT OR PURLIN ' 2x5 SMB: 2"x5"x0.050"xo.loo" SIDE VIEW WIDTH +9rz"x BEAM DEPTH W W 2x6SMB: 2"x6"x 0.050"x 0.120" (1) 112" CIA THRU BOLT WI NYLOCK OR UPRIGHT DEPTH-1/T) ALUM BACKING PLATE W C z 2 x 7 SMB: 2" x 7" x 0.05T'x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM 6063-T6 ALUMNINUM ' m O 2 x 8 SMB: 2" x 8" x 0.07T'x 0.124" NUT, JAM NUT w/ THREADLOCKER Z UD 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" (1) 3/8" DI0. CONCRETE MAY BE USED 2x10SMB: 2"xl0"x0.092"x0.398" SCREW ANCHORS TIGHTEN TO CONTACT - DO NOT --=- J y: (21/4"CO=BASED) OVERTIGHTEN Q Q Z MINANM FASTENER EDGE DISTANCE:12" c - _ - - r z d w MIND" FASTENER SPACING: 3/4' - -. (a) #7o x 7 7rz^ SMS IMo Z CHAIR RAIL MEMBER ' SCREW BOSSES tn Q W CONCRETE SCREW ANCHOR + �' lL l.7 SIMPSON TITEN III) OR EQUIVALENT .4.' a.°, l" x VBASE PLATE ANCHORED TO +. LL J SHEET METAL SCREWS (SW: • CONC W! 1!4" CONCRETE SCREW _ ITW ( BUILDEX OR EQUIVALENT ,�, " ANCHOR (MIN.11/4"EMBED) 1 H SLAB/FOOTING s• 6" MAX EACH SIDE OF POST AND ' SEE PLAN 24" O.C. MAX SNAP OR SELF -MATING BEAM ONLY FRONT VIEW �Uo Z " � C Z _PURLIN OR GIRT TO BEAM OR POST DETAIL C m A d B "x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS C VT �� R 1-12 A-2 SCALE: MS 5 z J ' m m S QLLI $ Q I.I.T �QJ-.. y°�: V NOTE 0 0 z $ m 1/8"x 2'x2"EXTRUDED ANGLE 5052 H-32 ALLOY SEE CALL -OUT BELOW FOR #OF SCREWS. Q W '^ g W/(4)#14x 3J4"SMS SCREWS SHOWN FOR ILLUSTRATIVEUL INTO DJ a • PURPOSESONLY. DO NOT COUNT • SCREWS ON DRAWING. INTERNALLY SCREW 2" x PURLINS ATTACHED TO #14 SMS @ 1 1/4" O.C. 2" x T' THRU UPRIGHT ° BEAMw/MIN(4)#10xl 1/2"SMS 6 TOTAL) W/(4)#10 x TINTO . .4 PLACE WASHER UNDER SCREW SCREW BOSS PURLIN IN GUSSET CORNER e.' • "' AlSHOAR Qneeo rr SLAB/FOOTING ' / 2" 1"x FASTEN TO 2"x 2" SEE PLAN ':i � / W/#14x 111Z'024"O.C. A, :• ,' -4 3/16"5052-H32GUSMT i 2°x2"EXTRUSION W Q SIDE VIEW / / U) (1) 3/8" "CIA, CONCRETE \ i ® v / y 11/4"TYP / , 5/8" TYP \ / � • - i � N Qa mod' U (72i�o SCREW ANCHORS R1 3 i� 2"x4"x 1/18"BEM � Z N U rn 'Con) (2 IX CONC. EMBED) 2"x 7- DJ P Ye 2-' _ q 8 8" ( 2)#14x3/4" EA. SIDE ALUMINUM PLATE W/(4)#14x 314"EA ) rG V' Q N :(T J m Q 0 !$ LEG W o WC'® o s° I I a ��aL_ - - - ®fi9 g° DRAWN BY ' 0p / TP .'G' ..i •: 4 " 1"x2"BASE lad � 5. NOTES: B 1. GUSSET DIMENSIONS ARE MINIMUM (2) DATE DRAWN PLATE u '• ' ® r REO'D-(7) EASIDEOF BEAM -MAYBE 10/04/19 ANCHORED TO CONC W/114" • CONCRETESCREWANCHOR d+ a ` C INTERNAL OR EXTERNAL. REVISION 4 . ' 2. AS BEAM SIZE CHANGES, ADD OR (MIN.71/4"EMBED) •4 J 6" MAX EACH SIDE OF POST 4 + Z i �g SUBTRACT SCREWS TO MAINTAIN 1 1/4" 1 11l21/19 AND 24" O.C. MAX .. .'6"' °.... G GU SPADING. 3. GUSSET LENGTHS REMAIN CONSTANT, .4 • � WIDTHS CHANGE TO MATCH BEAM SIZE. _ © FRONT VIEW _ E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM F LOPED PURLIN TO UPRIGHT CONNECTION DETAIL A-Z SCALE: MS A_2 SCALE: MS SHEET NO: DJ -1 DOOR JAMB TO CONCRETE DETAIL A_2 SCALE MS A-2 a.. C4 V C Eq • 6"WIDEx 0.125"'7"BRACK=TQ •. • . \��� •• •• �w�1//I EACH BEAM ATTACHED TO WALL WI'.M •� -d/� I� 3/8" DIA x 3" CONCRETE SCREW ANCHOR (3 PER BRACKET) AND (1) \�1I�— 6" W1DEx 0.125"'Z" BRACKET �� + ' •� j LL d •�� y i DIAx 3" CONCRETE SCREW MASONRY EACH BEAM ATTACHED TO WALL W e%Z O W AN ANCHOR 24" O.C. AT GUTTER 1 " Z' 0.044" OPEN BACK I\ WALL ANCHOR 3/8" DIA x 3" CONCRETESCREW BRACKET) _� • W to (L J x x W/(2)#10x21/2"SMS THRU (3 PER AND (1) 3/8"DIA x3"CONCRETE SCREW \-11�-�IXISTING . V i •. F ¢ O Z� BEAM INTO SCREW BOSSESoz ANCHOR @ 24" O.C. AT GUTTER MASONRY Q cin . (1)#10xl 1/2"SMS6" WALL i y Z �j p •'•e • �/j FROM BEAM AND 24" O.C. O • • \� \ (1)#14x 'SMS 118"B. B.S. CABLE \ FROM B.C. 1 V4"x55/8"x1/e" ALUM FLAT BAR 6063-T6 ALUMINUM MATING W W ELEMENT\ e e \ SR Z d Fr MID DEPTH ® Z W 1/8"x2'x2"z T'ALUM MASONRY e � :. (' ° ' Z ANGLE W/ (4) #14 x 3/4" SMS EACH FLANGE 6" SUPER SCREW (4) #10 x T' SMS FROM / d Z d GUTTER ANCHORS I T' INTO SCREW BOSSES W EACH SIDE OF BEAM IXI � N Z MASONRY MASONRY 5" SUPER SCREW GUTTER 3/8" DIA x 3" EMBED SLAB / FOOTING h Q u N CC ui ANC ORS CONIC. SCREW ANCHOR SEE PLAN LL C � 2118"x1118"x.062"(MIN.) O = ALUM RECEIVING CHANNEL I— W/ MIN. 12) #12 x 3/4" SMS 5Uo C7-1 H-1 CABLE CONNECTIONS AT FOUNDATION s Z Z GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL GUTTER BRACE -scaLE: & PURLIN ATTACHMENT DETAIL A-3 SCALE: NTS ;° i 1e d W NTs SCALE: N.T.S. dy-3 Z m d Q R W W>Wm q Za� OC L7 0 Wi s o LL EXTERNAL RECEIVING CHANNEL FULL HT OF BRACE W/ (2) #12 EACH FACE (5) #14 x 3/4" SMS 1/8" PLATE ON 45- ANGLE i i i WOOD: 6063-T6 ALUMINUM #10x3"WOODSCREWS,6" J FROM GIRT 8 Q 12" O.C. e l H CONIC' o .� Ln W Q 1/4" DIA x 3" CONCRETE SCREW ANCHOR, 6" (3) #12 SMS INTO EAVE RAIL - — — — — a a • a / " FROM GIRT&@24"O.C. �� to e / (4) #10 x 1 1/2" INTO a / Q Q 0y: BOSS ppp{{gyy ROOF BRACING CONNECTION DETAIL a W } b '11-SCREW - ® EYE BOLT FOR CABLE TENSION / (.7 > f' O ..Tyq m s / W Z_Q Urn 0 v�.�qrn /n v O co)J EXTERNAL / tO Ind RECEIVING CHANNEL 1 pp � p„ FULL HT OF BRACE -",DRAWN W/ #12 �� BY CHAIR RAIL MEMBER W ® 1 (2) EACH FACE PERIMETER FRAMING TP DATE DRAWN � �.T •® 0 04/19 REVISION n � INTO EAVERAIL 11/29/19 0 1X2 TO HOST STRUCTURE DETAIL m H-3 ROOF BRACING CONNECTION DETAIL H-2 SHEET NO: A-3 SCALE NTS SCALE: NTS - - A-3 CABLE CONNECTION AT CORNER A-3 SCALE: NTS A— •• \\\�� • • %,V I M (= 2 2" x 4" x 0.050' .• y� Q Vi i Q CHAIR RAIL Z CD i 7/8" x 7' z 2" EXTRUDED d W t0 L(J Q ANGLE 5052 H-32 ALLOY EA i . (..: Q O SIDE W/ (4) #14 x 314" SMS 6 INTO UPRIGHT&CHAIR RAIL j .• Q (<�� e m wow, ANGLEZ'x2"x14zONG ALUM 1/8"x2"x2"x T'LONG ALUM I�I��1 *����� THRU 1"x2"INTOUPRIGHT - ANGLEW/(2)#14z112'SMS 118" x 2" x 2" x 2" LONG ALUM 118"x2'x2"x2"LONG ALUM &(1)3/8"CIAX5"CONCRETE " THRU 1" x 2" INTO UPRI GHT& ANGLE W/1/2'DIA THRU ANGLE W/12"DIA THRU SCREW ANCHORS INTO- - f { (1) WE" CIA. x S" CONCRETE SCREW ANCHORS INTO CONCRETE BOLT & (1) 3/8" DIA. x 5" CONCRETE SCREW ANCHORS INTO CONCRETE BOLT & (1) 3/8" CIA. x 5•' CONCRETE SCREW ANCHORS INTO CONCRETE 2 x (4) #14 x 3/4" SMS W CONCRETE UPRIGHT NTO UPRIGHT EACH W d ° 1/8"x2'x2"x 7'LONG ALUM ° --- a ALUMANGLE Z a ANGLE W/ 1f2' DIA THRU - - 1/8" x 2' x 2" EXTRUDED • M ss}} C7 BOLT &(1)3/8"DIA.zS"CONCRETE SCREW ANCHORS INTO CONCRETE — — -- ANGLE 5052 H-32 ALLOY EA 1"x T'BASE PLATE ANCHORED TO p Z 1"x2"O.B. 1"x2•' a __ ® 1 x2' SIDE I SCREW CONCRETEANCHOR/(MIN7 Ji z a m m lfV EMBED) J - - (2) 3/8" DIAL CONCRETE ® MAX EACH SIDE OF POST AND Q — SCREW ANCHORS ° ° 24" O.C. MAX z Z (21/4"CONC. EMBED) m e 1 W 1"x2"O.B. ., 4, • O LAZ 6005-TSALUMINUM 11A-"°x Q W LLI 4" x 4" z 0.125" ALUM POST : < 2" LL Q . MIN _ 1"x2"O.B. F' BOOS-T5 ALUMINUM 4' ' 1 4" x 4" x 0.125" ALUM POST SIDE VIEW Z 7 B-2 UPRIGHT TO CONCRETE (,D CORNER CONNECTION Z 12 B-1 B-3 u i A-4 SCALE: NTS UPRIGHT TO CONCRETE an, CORNER CONNECTION 2° x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL 5 zia J LL A -A SCALE: NTS A -A SCALE: NTS a Lu W z== w o zoza Ic 0 0 ..- 6005-T5 ALUMINUM _ _ — _ A W 4" x 4" x 0.125" ALUM POST a a 2"x2"z1/8"ALUM ANGLE EACH SIDE 2"x 8"SMB 6 i 2"x T'x 1/8"x EAVE BEAM OF BEAM W/ (5) #14 x 5/8" SMS EACH LEG CARRIER BEAM -- DEPTH INTERNAL ALUM _. 2"x Txi/8"z ROOF BEAM � PLAN RECEIVING CHANNEL SMB DEPTH ALUM ANGLE EACH VIEW W/ (4) #14 x 3(4" ROOF BEAM SIDE OF UPRIGHT W/(8) EACH FLANGE i #14 x 3/4" EACH LEG EACH SIDE 1'x2"O. EN TO CARRIER / ALUM ANGLE EACH SIDE Z'xEA a BEAM W/#10z172"SPACED ) Wf#10 OF Wt OF BEAM W/(5)#14x5/8"SMSB � } ® 8"FROM END AND 24" O.C. W/ 0.0821NTERNAL BACI(ING PLATE BID 2"x8"SMB m ° m ° SAVE CARRIER BEAM q o BEAM 0 ® � J ° ° fn O® _... — __ _... Q Q 29 0 ® 2"x6"SMB) a W Z 2" x 8' SMB BEAM CARRIER BEAM NROOF RA0W� 2" x 2'z 1/8" ALUM ANGLE LU pW111 x2"x2"x gZ'x NOTCH UPRIGHT AROUND CARRIER BEAM EACH SIDE OF UPRIGHT #14 5/8" SMS EACHn' �' LDCARRIER 1/8"x4"4MDE ® BEAM x DRAWN BY ALUM ANGLE EACH SIDE!4iOF I E/G5) POST W/ (6) #14 x 3/4° INTO UPRIGHT&(4)#14 x3/4" y „0SMB BEAM 1"x T FASTEN TO CARRIER 6005-T5 ALUMINUM TP DATE DRAWN I0 % BEAM W/#10x 112"SPACED 4"x4"z0.125" SMS INTO CARRIER BEAM r "x 2'O.B. FASTEN TO CARRIERALUM NGLE EACH SIDE 8" FROM END AND @ 24"O.C. POST10/04/19 6005-T5 ALUMINUM ® BEAM W/#10 x 11/2'SPACED x 518"SMS & W/ 0.062 INTERNAL BACIONG PLATE REVISION 4"x4"x0.125" > z 6"FROM END AND @24"O.G 1 11/21/19 ALUM POST ASP \ � L� \FRONT WALL POST TO CARRY BEAM CONNECTION DETAIL D-�_ ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL D-2 BEAM TO UPRIGHT CONNECTION AT CORNER 4 SCALE: NTS SHEET N0: A-4 SCALE: NTS A-4 A -A SCALE: NTS A w N V l w Q� U'Z� .io (�e ; .,�� y� '••........ Quo ``��. W W LLIZ d �8 Z W 10 W Z e aZ z Z O Q Z W U - LL Q J � a c c C c V g z „ 3 Z —t" c C o z K s Q W mg'm "' k a � sixx E o L aF�LL J ? LL K C7 o ¢ t O W g Oi LL 3 a z c FLL 3 2 C C VI c C ¢ N (n r z LLJ Z Q U ��� rn m V) Q d d LL DRAWN BY TP DATE DRAWN 10/04/19 REVISION - 4 kSHN0:5 I I I PLAN I I VIEW 6083-T6 ALUMINUM- I 112"x12"x 0.126"ALUM 1"x 2" OPEN BACKSTITCHED STRAP W! (4) #14 x 3/4" TO ALUM POST W/ (1) #10 x INTO BOTH 2" x SMB I 7 12"