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HomeMy WebLinkAboutPLANS -POOL BARRIERCONTRACTOR: Mario Russo Aluminum, 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 ADM 1 Specifications for Aluminum Structures, Part I -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: VmT= 150 MPH Nominal Design Wind Speed: Vasa = 116 MPH Exposure Category, Section 1609.4.3: D Screen Enclosure Section 2002.4 condition, free from structural cracking, spalling, or other deterioration. • Existing Wood Deck - wood deck framing is not within the scope of this submittal 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 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Airenttaining+/-1%-ASTMC260 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 A 185 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. It. 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. 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. 5. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 7. Door location shall be determined by contractor in the field. 8. 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. 9. All flashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Type Roof Type: HIPPED GABLE / MANSARD / HALF MANSARD I 2x7(TYP) in J[y mX N� NN N3 N m 1I1 1x2(TW) 1x2 9'-v J—a'-o- Y-o' r-o' tx2lrv) � xs �VM 2%Ox0 0 3x0 0 2" W 7YP q-2 A5 A-2 q-2 9'-01 9 c" 6'-0' 6'-0' e .Z v LL ; 2y 0 o (Y LU * F O 'a :io U) o •• Z lt�Gy • tr ui W w a Z to Ur o w Z J 1 . Z Q Z O tl twit Z L w WLL j O O C! Fa U c Z s Z Z ,+ b � � �ZI�jR J C41mm K to Q ¢ mmi LtJ n m LLJ 0 Z OZ " u J W LL x \ \ n 0 0I \ \ \ 2 I #---s'-o'---� O V) W Cc: U of 0 Z Q Y q' REVIEWED F� rn ZoDDE COMPLIA WN ly T. LUCRE Coo TP E WI 8/12/19 B®CC FILE c0py QREVISION 11/21/1 12JO211 SCANNED BY St. Lucie County SHEET No: A _ 1 w i ALUMINUM MEMBERS DIMENSIONS HOLLOWSECTIONS 0.046" NOTE: FOR \\\\\,`�",11I1 •�• •• 2x3: 2"z3"x 0.050" ANGLE 5052 H32FALROVDEDA USE DETAIL B-114-2 2%]SMB UPRIGHTS `\\�� \ _ �,��j� LKi 2x4: 2"x4"x 0.050" SIDEwo , 2x5: 2"x5"x0.050"' ftQ : C'2 v O p ;2� OPEN BACK SECTIONS UPRIGHT d W (D W I x2: 1"x2"x 0.040" .L) Q I x 3: 1" x 3"x 0.045" ® I Q.: O �V J SNAP SECTIONS 1"z2"O. B. BASE PLATE -TVP � Z � � �•. �••.., � y 2x2Snap: 2"x2"x O.045" .; .- ' �' iv+.+w coxc ernamaa+r �j0 ,,,,.•'•e�f• Q�\\\ <ncx 06 iwceoaona oa wr '11 2x4Snap: 2"x4"x O.045°' w 4. 2'MIN EDGE DISTANCE FROM �%// SELF MATING(SMB) S PLAN SLABIFOOTING .. E ., • .. EXTERIOR TSI EEDGE OF SLABO M 2x 4S11: 2"x4"x 0.044"x 0. 100" 27/2"x 7B" x(GIRT OR PURLIN 2x5 SMB: 2"x5"x 0.050"x 0, 100" SIDE VIEW _ WIDTH +-12"z BEAM DEPTH W LN 2 x 6 SMB: 2"x6"x 0.050"x 0. 120" (1) 7/2' DIA. THRU BOLT w/ NYLOCK OR UPRIGHT DEPTH -12') ' ALUM BACKING PLATE Z 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM 6063-T6ALUMNINUM Ire 2 x 8 SMB: 2" x 8" x 0.072" x 0. 124" NUT, JAM NUT w THREADLOCKER C7 2 x 9 SMB: 2" x 9" x 0.072"x 0. 124" (1) 30" DIX CONCRETE MAYBE USED Z W 7D 2x 10 SMB: 2"x 10"x 0.092"x 0.398" SCREV✓ANCHORS (27/4"GONG. EMBED) TIGHTEN TO CONTACT -DO NOT - ®___ W Z OVERTIGHTEN J K az bIINIIvR1M FASTENER EDGE DISTANCE: 1/2" — — — — - w� �' z NflNINfUM FASTENER SPACING: 3/4" — — — (4)#10z I12"SMSINTO 0 C uWl CHAIR RAIL MEMBER SCREW BOSSES H w CONCRETE SCREW ANCHOR: • . ,• SHAPSON TTTEN HD ORE EQUIVALENT Q d" ' d ,e 7"x2"BASE PLATE ANCHORED TO LL SHEET METAL SCREWS (SMS): CONC W/ 1/4" CONCRETE SCREW = ITW I BUILDEX OR EQUIVALENT SLAB/FOOTING ANCHOR (MIN. 11/4"EMBED) . SEE PLAN e; 6" MAX EACH SIDE OF POST AND O. 24" O.C. MAX SNAP OR SELF -MATING BEAM FRONT VIEW ONLY Z C PURLIN OR GIRT TO BEAM OR POST DETAIL r B "x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A_2 SCALE: NTS cZ 2 L (7 w J A-2 SCALE NTS Z' � Z m s a W gLulu� a; Wz_ Q oz9 4 C7 NOTE: qg SEE CALLOUT BELOW FOR# OF SCREWS. O Z �T 9 SCREWS SHOWN FOR ILLUSTRATIVE LL 1B"x Tx 5" EXTRUDED PURPOSES ONLY. DO NOT COUNT ANGLE 5052 H-32 ALLOY SCREWS ON DRAWING. EACH SIDE W/ (6) #14 x 3/4" UPRIGHT SMS INTO THE UPRIGHT 8 NOTE: #14 SMS @I 1/4"O.C. (2)3/8"DIA CONCRETE 1/8"x Z'x 2"EXTRUDED CENTERLINE OF BOLT TO 2" z PURLINS ATTACHED TO (2x6 SMB: 16 TOTAL) SCREW ANCHORSMBEDMET) (21/4"GONG. EMBEDMENT) ® ANGLE5052SIDH-32E ALLOY EACH SIDE ANY FREE EDGE TO BE MIN 7" 2" z SUB BEAM BEAM WMIN(4)#10 x 11/2"SMS (2x8 SMS: 24 TOTAL) PLACE WASHER UNDER SCREW BSMB: 28 TOTAL)�\, (� u a NOTCHED OVER UPRIGHT IN GUSSET CORNER o � c 1"x 2' O.B. BASE PLATE-NP 'a. y.. ` re • oacm soiaeomflvr .. - 8 2" MIN EDGE #10RIGHT&MS@1" FROM UPRIGHT 824"O.C. EAVE RAIL (SEE AA FOR SIZE) SEE A-1 FOR SIZE) ,� W16"5052-H32 GUSSET V _ ..4. a SLAB/FOOTING • ! °i',_,�., •'' •?-mN DISTANCE FROM INTERNALLY SCREWTHRU BEAMEXrERI Wl(3)#10x112" // �i%%J% pp H , \, W SE PLAN 4 d. :' " COLUMOROF COLUMN IDE / EDGE OF SLAB SLAB i. Q /i SIDE VIEW I _ / - - (7)72"DIA THRU BOLT w/NVLOCK JAM NUT -IN LIEU OF NVLOCK JAM 1"x FASTEN TO EAVE RAIL W/(2)#10x772'INTO$/8"TYP SCREW BOSSES I i ' (1) 1/2' DIA. x 21J2" THRU BOLT 1 1/4" (3) 3/8" DIA. CONCRETE I NUT, JAM NUT wITHREADLCCKER V W/ NYLOCK JAM NUT- IN LIEU S j '; SCREW ANCHORS I MAV BE USED (2) #74 x 3r4" OF NYLOCK JAM NUT, JAM NUT 23.X (21/4"GONG. EMBED) TIGHTEN TO CONTACT -DO NOT EA SIDE W/ THREADLOCKER MAY BE USED B S 8° 0 EACH SIDE OF UPRIGHT OVERTIGHTEN (OPTIONAL) 1" 7" MIN 28. K MIN 2" NOTCH @ INSIDEOF UPRIGHT FOR BEAM / $. IL DRAWN BY ,4. • n • 7"z 2'BASE PLATE ANCHORED INSTALLATION REQUIREMENTS BOLT IS TO BE INSTALLED AS TO 2"x SMB UPRIGHT yy�tlp�YY�� i 8" LOT I� ION CIE 8 TP DATE DRAWN f SLABIFOOTING •d'+ d < TOCONCW11/4"CONCRETE SCREWANCHOR (MIN.21/4" SDEOF NOT DAMAGE BASE MATERIAL. DO NO OVER TIGHTEN. (SEE A-1 FOR SIZE) EQ'D O p® SIZE 1� 07/31 /19 REVISION SEE PLAN '•" v4 '�' .'.r.� POSTAN"M" p05T AND 24"O. O.C.C. MAX R N 7 7/4" FRONT VIEW �,, iP �,�a/� 3�USSEr LENGI{�Lxtgl�gGSTANT, UPRIGHT TO BEAM CONNECTION WIDTHS CHAN A CH BEAM SIZE. © _ A-Z SCALE NTS B ' x 7"SMB UPRIGHT TO CONCRETE DETAILS C C TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL -RIGID MEDIUM SHEEP NO: A-Z SCALE MS A-Z SCALE: MS A— A IIIIIIII ------------ - 2"x3"W/1"x Y' ,,`tooll II 6"WIDE x 0.125"'Z"BRACKET NOTE SEED/A-2 ,��� -,% @ EACH BEAM ATTACHED TO FASCIA (2) 3/8" CIA z 4" LAG SCREWS FOR FOR CONNECTION 2" x SMS `�. •• • �' '�I W/ W" x 3" LAGS (3 PER BRACKET) AND (1) 3/8° x 3" SPANS GREATER THAN 30-0" SEE PLAN • ��` /' • •. �/ LAG @ 24" O.C. AT GUTTER (1) 318" CIA x 4" LAG FOR SIZE • (8) #72 n 3/4" SMS AT OVERLAP N 4:/ � • i 1 " x Y'x 0.044"OPEN BACK SCREW INTO DUSTING OVERHANG FRAMING • • __--CONNECTION EACH SIDE 24" 1OF BEAM o • T y O •O2� O C BEAM INTO BEAM INTO OR RAFTER TAIL • o . W d W W J ~ SCREW BOSSES SCREW BOSSES _ - .._...I L : U O • (1)#10x 112'sMs6' • e a 2"xS"SMBUPRIGHT FROM BEAM AND 24'O.C. NOTE: KNEE BRACE TO \ \ i v �••, Z ••' �/W • �y \ BE LOCATED AT UPPER \ \ O .� \ \ ORNER RT \ \ CW/23WIDE�H4" W16"S.S. CABLE '',,','IIIIIIII •� ,` \ \ CHANNEL CE \ I 24' BRACKET (�j EACH SIDE OF \ \ ,\ AL1/4nUM FLA18 " ALUMFLAT *IIII"�0, BEAM ATTACHED TO FASCIA T BA11 R 3)#12x,"INTO EACH SIDE ( \ W13/8" x 3" LAGS (IF ER a y MATING OF UPRIGHT AND BEAM 8 \ I • BRACKET) AND (1) 3/8" z 3" LAG $I� ELEMENT • • EACH SIDE OF KNEE BRACE a m @ 24" O.C. AT GUTTER W tyj • o m • (1)3/8"DIAx4"LAG L ,4 SLAB/FOOTER LV C1 Z CONTRACTOR TO VERIFY SCREW INTO EXISTING MID DEPTH \ 0 2"x4°FASCIA-IF LESS OVERHANG FRAMING Bey z 9 • THAN 2" x 4" FASCIA, Y' x 4" • to 118"xY'x2"z Y'ALDM • •4 SUB FASCIA SHALL BE .4 � W Z C A ANGLE W/ 5" SUPER PLACED OVER, LENGTHEN • g. J K GE C FLANGE SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY Q Q C EACH SIDE OF BEAM FASCIA Z Z F OTHER FASCIA, F OTHER FASCIA, ADD Y'x ' 2"x2"z1/8"x4"ALUM 1 W Q N 4" PT FASCIA W 12' LAG ANGLE EA SIDE W/ (6) #14 x o a (2) 318" CIA x 3" EMBED SLAB / FOOTING H Q W BOLTS -7,2"INTO TRUSS SIB"SMS1114"O.C. EA SUPER CONCRETE SCREW ANCHOR SEE PLAN N CC U 2118"x11/8"x.062'(MIN.) TAILS -COUNTERSINK WAY INTO BEAM -EACH m ® GUTTER LL C 3 ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING SIDE W/0.062"INTERNAL ( O 0 W/ MIN. (2) #12 x ZIA" SMS 12" LAG SCREWS, BACKING PLATE • m C PRE -DRILL w/ 318" DRILL TO a PREVENT SPLITTING. CONTRACTOR TO VERIFY 2"x 4"FASCIA -IF LESS THAN Z'x 4" FASCIA, 2"x4"SUB FASCIA SHALL BE PLACED OVER, LENGTHEN LAG SCREWS TO FULLY PENETRATE SUB FASCIA IF OTHER c FASCIA, ADD 2"x4"PT FASCIA w/12"LAG BOLTS -112" I NTO TRUSS TAILS -COUNTERSINK G FLUSH. WHEN INSTALLING 12" LAG SCREWS, PRE -DRILL w/ W8" DRILL TO PREVENT SPLITTING. Z Z / G `GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL .T G- 1 H-1 CABLE CONNECTIONS AT FOUNDATION ^ 2 SCALE NTS A-3 GUTTER BRACE TO POST TO ROOF PANEL ATTACHMENT DETAIL A-3 SCALE: NTS r z 5 Z I-. m n SCALE:NTS A-3 a z �LL=� s a w aEms oz� 0 o z LL W EXTERNAL RECEIVING CHANNEL FULL HT OF BRACE W/ (2) #12 EACH FACE (8) #14 x 3/4" SMS 1/8" PLATE ON 45' ANGLE WOOD: 6063-T6 ALUMINUM I #10 z 3" WOOD SCREWA G' l FROM GIRT B@12"O.C. • r- i'- (/) ONO: o �_ V) 1/4" DIA z 3" CONCRETE (3) #12 SMS _ _ _ • • • • W SCREW ANCHOR, 6" INTO EAVE RAIL Z FROM GIRT B @ 24" D.C. m W Of 0 SCREW BOSS ROOF BRACING CONNECTION DETAIL EYE BOLT FOR CABLE TENSION • W Z) Z W J RECEIVINGCCHHANNEL REVIIE�NAL'i{/jEL -9hlf) to 0_ LL I Yx2"OR 2"x3"HOLLOW SECTION GIRT FULL F EACH OF W/(2)#12 EACH FACE �/ PERIMETER FRAMING � � ,,��ii r.iO®E �/®IN ��I �A� Bar V I •0 �•R'• �9 ®/1IEy�y�,® 1tl9 VVI�®�I�A� .DRAWN , z7 " 3 I REVISION (3) # 12 SMS INTO EAVE RAIL 1 12/02/19 G1 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER SHEET NO: A-3 SCALE: NTS A-3 SCALt: S /L-p SCALE NTS /1J I —] A-3 1 1 ' 11♦\1111111////IIIII ♦♦0 IIIII ♦♦♦♦♦'�� •• • •. � (1) Z'W1DE x 0.125"Z• ` It, C (L BRACKET @ EACH PURLW ATTACHED TO FASCIA W/318•• U 1 3/8" DIA. x 4" LAG O Q `-3 z O O O X 3" LAGS (3 PER BRACKET) 8X SCREW INTO EXISTING OVERHANG FRAMING �. ` W 0J W * ' Q AND (1) 3/8 3"LAG'0 24" O.C. V. �. �% F O Z AT GUTTER OR RAFTER TAIL = N Q • e 6 , (1)#14z 7'SM58" Z FROM BEAM AND 24"O.C. Q••'' IIIIIIII ♦♦♦♦♦ \ � �///IIIIIIIIIIIp�O♦ � C ul W W a 8 z_ p (4) #10 x T SMS FROM CONTRACTOR TO VERIFY 3 � 2 z v 1" x TINTO SCREW BOSSES 2"x4"FASCIA -IF LESS THAN 2"x 4" FASCIA, 2"z 4" W z 3 p SUB FASCIA SHALL BE PLACED OVER, LENGTHEN J DL Q Q Z aau� LAG SCREWS TO FULLY z z PENETRATE SUB FASCIA CL 0 E tl 7"SUPERGUTTER H IF OTHER FASCIA, ADD 2" x 4" Pr FASCIAw 12"LAG yl W CA C Lu BOLTS - 1 112'INTO TRUSS W O TAILS - COUNTERSINK 0 O FLUSH. WHEN INSTALLING _ 12" LAG SCREWS, 1 F a PRE -DRILL w/ 3/8" DRILLTO PREVENT SPLITTING. @A 4 5 u R z Z � G-2 GUTTER BRACE & PURLIN A CHMENT DETAIL UA_V SCALE:NTS zU J R S Q W !i*— Q W gig zg t w zz o 9 �w LL LL ffi 2 O g W U Z a < U s s �^50 W ZUG1 O p 0 Q SF d S 0-LL 1. DRAWN BY TP DATE DRAWN 08/12/19 REVISION SHEET NO: A-4 7"z 2" O.B. FASTENED TO CORNER iB" x 2' x 2" EXTRUDED POST W/ #12 z 1 72" EMS AT 8' FROM ANGLE 5082 F432 ALLOY TOP &BOTTOM RAILS. TYPICALLY W/(4)#14x3M"SMS I INTO DJ • • • • I EXTRUDED INTERNALLY SCREW � CORNER POST H 2ALLOV ESA WG(2)#4z2" 2" x 3"THRU UPRIGHT EMS INTO POST 8 (7) 3B" DIA W/(4)#tOx TINTO CONCRETE SCREW ANCHOR INTO SCREW BOSS PURLIN {T II CONCRETE + • (2)#70x772"SMS I — — 1"x 2" FASTEN TO 2" z 2' • 09`A9N caMc THRU SCREW BOSSES _ _ W/#14z17/Y'@24"O.C. 0 SLAB/FOOTING • �: :PNCXOP g10E0MEHi 2� CONC SEE PLAN d ANCHOR EMBEDMENT / • SLAB/FOOTING .. 2"x3"EXTRUSION i � i ". SEE PLAN . 4 .. .H, SIDE VIEW SIDE VIEW • i —2"--} CORNER POST VW 1" z 2' @ � I (4) #14MT0 ��� I BACKSIDE � 2" z 4" z 1/18" BENT �AIUMINUM (1) 3/8" DIA. CONCRETE (2)#14x 3/4" � PLATE SCREW ANCHORS —2" z 2" DJ 3B" x LENGTH AS REQUIRED EA SIDE W/ (4) #14 X 3/4" EA (21/4" CONC. EMBED) ' I FOR 21/4"EMBED CONCRETE LEG � SCREW ANCHOR INTO CONCRETE x 2° BASE PLATE i — ANCHORED TO CONC W/1/4" ..••: •�' . 4, E CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) ; (� '�9A/�® �®� 7 ° x 2" BASE PLATE . 8"MAX EACH SIDE OF POST ° G r• •, � ANCHORED TO CONC W/1/4" a: ' . AND 24" O.C. MAX �, � �Q�:'4LLA..- �e:2 O =a :w �c F D: ¢ n g ',,/'',� ��pp�u ONE ��0,,,`,`• Uj W LU o E m WZ a aZ o aw 3 LL U LL O 3 a ~ a Q C LL O 2 Z VZ a REVIEWED FOR 2 (D CODE C®iiflPL-IANCE;; 4" _ s LUCIECOUNTY a W zdm� o Z zn 9 OW i t_ LL LL n 2 C 2 4 D S N U 2 a LU a Q Q 2 Y 2 z QUQ ^UZU� 0 H r M CL U— DRAWN BY TP DATE DRAWN o8/12/19 REVISION 0 11/21/19 4 - SHEETNO: A-5 • 13VCC i/8"z7'x2"EXTRUDED ANGLE 5052 H-32 ALLOY EA 1"x 7' O.B. FASTENED TO CORNER SIDE TOPP 8 BOTTOM RAILSM YPICALLY