Loading...
HomeMy WebLinkAboutEngineering 1209MRH -pile ■■ ■■ EXP C OP 6 PATIO 7 5 4 8 2nd FLOOR 9 3 1 2 ------------ FRONT DOOR GARAGE GARAGE u, oPISCITELLI, DAVE: Castl:Q 5706`PAPAYA_DRIVE Impact Windows FORT`PIERCE, FL' 34982 < FACTORY,6IRECT:9INCE 1969 Castle Impact Windows P,IRV FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL33413 800.643.6371 Property Information F Building Information Owner: PISCITELLI,DAVE Wind Zone: 160 MPH. Address: 5706 PAPAYA DRIVE Exposure Category: C FORT PIERCE,FL 34982 Minimum Building Dimension: 35 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 73.25 49 7 33.5 -36.5 2 Int 73 49 7 33.5 -36.5 3 Int 46 57 7 34.2 -37.2 4 Int 46 57 7 34.2 -37.2 5 End 46 57 7 34.2 -44.9 6 Int 45.75 41 7 35.0 -38.0 7 Int 29.75 41 7 35.6 -38.6 8 Int 30 41 7 35.6 -38.6 9 Int 33.75 49 7 35.2 -38.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Florida Building Code 2010 ed. Page 1 of 1 Customer: PISCITELLI WorkOrder Number: 05052015010 N0301 Unit No. Wall- Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -36.5 73.25 49 92 54 50.75 9"o.c. 9"O.C. 2 -36.5 73 49 92 54 50.75 9"o.c. 9"O.C. 3 -37.2 1 47 57 63.25 62 58.75 9"O.G. 1 To.c. 4 -37.2 47 57 63.25 62 58.75 9"O.C. 9"O.C. 5 -44.9 46 57 57.5 62 5875 9"O.C. 9"O.C. 6 -38 47 41 63.25 46 42.75 9"O.C. 9"O.G. 7 38.6 29.75 41 40.25 46 42.75 9"O.G. 9"o.c. 8 -38.6 30 41 40.25 46 42.75 9'o.c. 9'Vc. 9 -38.3 33.75 49 46 54 50.75 9"o.c. 1: 9-0—C r- 1.904 t 2.94V 0.05r, c 4.3-65 2.725— 0.697' 3.83V 0.125, -4 IF 0.0"457* U."r Typ- 0.68W z R0.04r R0423* R MOM R0.1W R0.1w OUTSIDE I I E' 3,83� 0."'.T, r Tto"W "R M%14 SLAT L-END FLAT END, r7l�CENTERPIECE NTEkPIEC W63-M %,V NTS, 6063-75 ALM KAK N.T.S. 6063-M AW5 N so m 0 �.biCE l urt " rC 3.71S"- 0.609'+— 0 06 0-06rf-2 ---j k !.6091-- 2.775, .074 M 2.74--1 2.oir— ro* 1.4ir c; 0 s 1—"04r ;Ll 9 0.090,Typ 0 0�062' u 1.264" .090,rfp 0.100,Typ Typ 1.260V J-1.264' ce. L _; ;L 14 A—p ALTERNATE i—, j . BOTTOM WALL HEADER WALL HEADER LING HEADER'/ SILL TRACK 6063-TS ALUM— N.T.S. 6063 T6 Plum cn —N-7-1 -0-A— (9 1 1 % -9 o0.250' - -0.093* t0.050' slocol d 11 ' ld , —2.6W -O.lwTyp 3.33V § 0.06r 2x2x1/9- d - -0.093* .4 2X3XW 0.093' 0.07ir Typ. 2§4X X 2 5 110; [0.124' o.97,0-4 woJ=uocMwL6L) BOTTOM U-) ALT. BOTTOM BOTTOM -B&IL—DjO 10 TRACK ADAPTER TRACK ADAPTER 12 RAIN GUARDiWIf RAIN HOOD L S 1r3UNGL IP I AWN' 14 N.T.S. 6M-T6 AWN @ W.T.S. 6063 TS ALUM N.T.S. 6063-,M#wm 11-M"002 R" --nW 4 GON_t(M�tr►ECl-ANCHOR SPACING PER EXISTING HOST YNi1j a �~ `''•�:"A!!L+3.u�m:RL ST'IEDD[EZ'0}i 3!STAGGERED SEE1/4'X STAGGERED ANCHOR SPACING DETAIL} CONN TYPE C2: STRUCTURE COMM TYPE C4: 314•Taal OR 060 FORMED ANCHOR SPACING E EXISTING ANCHOR SPACING PER NUT X 3/4'BOLTS 6 ry„ 7/16• STAINLESS STEEL HOST NUTS&WASHER O 6• t �� RI TS 0 POP PER SCHEDULE 2 0R 3 Re AUIM POP SCHEDULE 2 0R3 ROLLER HOUSOYG RIVETS M•O.C. RIVETS 24`O.G STRUCTURE D.C. OPTIONAL RAIN HOOD OPTIONAL MIN HOOD 2 X 4 X 1/8' %?ALUM PO`p.• > _ �_I(HoWSTRUCTURAIJ _ (NON-STRUCTURAL) 2 IIA ANGLE RtVETS p 24�O:c _ ___ EC '; r - =-- � NYLON ROLLER L i NGLE HIOPTIONAL RAIN HOOD•.. r- - ____�„' ALUM A 0 .500 H�liUSHING (NON-T=CIURAL) •• .Oi -' MAX SOO PTA 0,437° CONN"TSE CIS:I.-•-� ' ` 'O ZOttsj 'yj €`$ 7116'� (TIP) NYLON BUSHINHG MAX iB CHEWYE SPAaKs 2 OR 3.� -7 t10 X NS.M.S. 0,437• .� Z A m STAINLESS LESS STEEL E) MAX Z z ANGLE LEFW IIIG MAY TU d S N��yG{ &AR UP OR DOWN Lr! ONRIpNALS RUCtUNRAL v EXISTING at [�NONM RAL NOTE•HEADER AND SILL DETAIL.CAN g O HOST �' r w BE USED IN ANY COMBINATIONS MAX «O I€ STRUCTURE a t t I 2 X 3 X 1/8- 6 $ 7/Yt7' 0.437' p Sp (I ANGLE OMAX 2 X 5 MAX AM _ TOP UP Ct AOF PARTS J'9 �P5•ALUM I COkN TYrE G4:..-. MAY N4LL +°+ OA ND�I N1p1 AY 0 ANCHORSPACING � pppAgggO���,,,o7RA�gj �7�I{ WH'V AI.T� O 10.O.GSCHE011(E 2 CLW LSEE p Z LOCI4TION ISS USED. ;p BOTH SIb1S _3 p � 14 � EL _ CONN TYPE C3: F ERS TO q { » ANCHOR SPACING CONN TYPE C4: -Eq 7g. Ilt SCHECONTYPE Cl:ANCHOR SPACING PER AtF,RtVET '�1 TION: PER SCHED 2 OR 3 —}— AblUSTAELE SILL FASTENERS* $ZA6lOCE2'OR 3[STAGGERED 5EE _3B�TN POP I ANCHORSPACING T STAGGERED ANCHOR SPACING EIETAI.) iuv��e 0 O.0 PER SCHEDULE 2 OR 3 �) L{3�/ ��� �� ,,,•17/16` SIDES 1114' W4WORT 51Sir 18'WALL FACE ucnN" FRN. _ WASHEAf®4'O.c AlN EXISTING BUILD OUT 1 g lu i MOUNTING SECTION Edi HST S MOUNTING SECTION 2 Z111 1 6 TRAPPED MOST . . . g 6•-Po• VERT SECTION 2 MOUNTING SECTION g 6'.11-0• VERTSSECITON " 5 6•-i'-0• VERT SECTION i'x4"x0.125'6063 T6 p ALUMINUM 1118E I:. OPTIONAL RAIN G11A %%/ (3)1/4'LAG SCREWS W/2`MIN, (HON STRiTCtURAtj ' THREAD PENETRATION AND 314 MIN. EDGE DISTANCE PER STUD }J EXISTING WOOD STUDS 8 C � �) U �^ (G=0.55 MIN.)SPACED AT t! 3 16-'ALUM II N (2)ANCHORS AT ENDS M BILIN 24.O.G MAX.A3rp AY BE AIN 52LLD &I'M SI E� OMAX Lam' ANCHOR SPACING -- PETAILA2e3��89 3� d d ; o a O FASTENERS TO ANGLE Sf EXISTING {I s5�N• DC2 X 3 X i/8• 3916'ALUM POP RIVETS zz51B BOTH SIDES - X " Dbm4TYPE 405:S•ANCHOR Q STRU I ALUM ANGLE n " { r OR 3SRA77,,,� A SEE o o a ` SPAG LiGDDEI'ATL} R ANpIOR SPACING N NGLE �4% LAG ST31EW AN EQ13118.17m Ep 07MR7RIIYMILNUIOmDlk S ANRE B�T4�� CEILING HEADER 114SC-0002 —Ed .. Ed----{ T 5.5'O G I��4X�E�:t3 G TENl3LSt i/4X 02 G HEADE •3 O,G l41UT�13N 34• W/nu�a USIN AD]USTAVLE 5ILL R WASHER Q 6.O.G ALT TRACK ADAPTER STAGGERED ANCHOR MOUNT TO WOOD STUDS >6 /'4_N MOUNTING SECTION s SPACING DETAIL a MOUNTING SECTION '3 6•-1'-0• VERT SECTION 6•.1'-0" 3 6•.1'-0' VERT SECTION S Yliu/A0N!¢7ilC 1ti'17pYtld Y9iLUM BNWM Y� � O P. trrwnrroa�e QTKOWACV"VA MO3LV1SYfallp'd y Ng tl YI00'AODtall IM FtQ2QItQ�'Y itPiII{iti1Y.TY NYJfI. S• '164cm OmDvn O'oun3a ImD�YyyllpElt�pppMMr O y 1 '.$otf`anmaA,Y its MS 09T C&MV CNA K W AS M i `N 27Yi6AMMUil OU ro aro! Ir. ig lotva —M dVOO aUMNS ONICY10d ^',MrasaryWs g^ �� -erasxnrssa I# S t i q X n Z 8 z ix, Wig O of bbacs i c It " f Qz 9P bbL lei f LbL E-z �+ Q=' d Tc X boy k gt yx{ 0 ICE i k 51 * lig � a Xd 6 °n ^� � _ � W EUpp! gOM { Z �'� s FloSHP 1. 91 y Might Emma Anti[ I .� in I I 01 a O .».�.n.0000.+00�00 • opo aonoo (� "f�0000fi•0000 wiow�rooa•o � � n a a �� s s a �� �� � � a � B a c 3 • 1lr=- = T�9KISlDd tr NYE,xm W , LU 01 , bIf �.,'L_ ,+,,`°o ® su61 U [L".e� ,. <j ;six loll wzu Lu QPM . Il 0 Z .`iEpai�360Y pa N< �P3 .seB�UpW16Q ii r<WICNQ,®YYW'i lits 37 �iW[ O. tAe6 W.7 .�Yfi-ii67RYit < 1 s 4 a"'ir ti tM9�• 1P.O: 0.060' '`',• .. �' OO�PR � •• POLYCARBONATE Z-CIIP 1 1 ; EACH SIDE OF WINDOW x:•. 80TH SIRES ¢ 3416'ALUM •'' ' POL �u �30R _,•,_� BOT»sits MNATE SNAPttMENDCIP �w Egg � «� a Q EQ EQ 1.5• <1 13 z W ., a Z x 4 U51lAm . I/4'THRU DOLT W1 WASHER&NUT 0 5"O.C. /P THRUBOLT Wj✓ 3 x S z 1/B' R WASHER b.NUT 5010"O.C. O0.tARG£R EACH SIDE STAGGERED. ALUMINUM ANGLES 0.060'THICK LEXAN _ S,O�ND�LTAI6N RD COUNTER TON OR BELT PLATE BVI IhTNRG WINND�OW Q _ OF ANGLE TO WALL. (3•LEG AT WALL) NOTES:f2)WINDOWS MAY BE IN ONE SLAT (� SPACED O MUM OF 24'RRART.WINDOWS NOTE:ANCHOR EI DISTANCES TO CONCRETE AND MAY eE LOGRW EVERY(10y SLATS.SEE E p� BLACK PER CONN CAPACITY SCHED NOTE 13 GE4EIAL NOTE 19 POR POLYCARBONATE NOTES. ujB STANDARD COUNTER-TOPALT COUNTER-TOP OPTIONAL 1 MOUNTING SECTION z MOUNTING SECTION " SLAT WINDOW DETAIL 15 6' 1'-0• VERT SE:RON S 6•-1.0' VERT SECTION a�lv in 6'-1,-0` VERT SECTION 3jpU POIN'L'S SpppLI�DSETA CHOppy�yWttt{Tj6" 1i pp177L5N7EAMO P RCII�N�G"AND 3OMI�INOMUM e�LO�OC,wr Y MIN 2X4 EXISTING WOOD TRUSSES AT INW[nt i•3�[40MIN 4EMEDCN 3192 PSI MINTARCONS ZIP O.C.MAX(S.G.x 0.51),OR 16 CONCRETE OR 1-1�4�MI�EMBED Iq HOLLOW 6PlW TUBE 8tl1E1XILE GAUGE METAL STUDS AT 24.O.C.MAX. BLOCK 2'MINIMUM S�P�A�CLNG AND 2- MINIMLR! EDGES MA7N}�Gµj�D PENETMGTI001 0.505 MIN ALLOWAOLETUBE NUMBEROFTEKS XCHORSOF (3)114 SMS WITH T MM.PENETRATION AT EACH EXISTING D �NIMUM SPACING,AND 3J4'FiFNA2UM TUBE SHUTTER SPAN SCREWS END 0� O WOOD RAFTER,OR(3)114 TEKS AT EACH 16 ��// ►133//{{ ,p SIZE SPAN R GAUGE METAL STUD. UC:TLIRE PEL•SPAN TUBE SCHEOcO rr TUBE O7UBE TTop UOE BOTTOMTUBS TUBE smTom OLTS ' P DOSTMG TUBE SOFFIT ((1t 6063 T6 ALUMINUM ANGLE PER h4, OD` 106.5 116.1' 2 2 7 7 —3" BtaM ENO sM FER SPANTUBE ■o.t23 95 00.0' 00.4" 3 3 1 9 � -S ' I DULE�NOTE5. 1K' 701 TAP 3 it tT $ rKr e5 04.1, t4a5 3 3 o 0 114 TEKS EMB D sDEESSIIGNSCHEDULEBE o' 111.1, 116A' a s » It a E0 6'D.C.SPACING LEgi 144'X We TEKS OR 4" 14C 90.T f4.4• 4 4 14 14 2'14"X1/6'ALUM ANGLE ,.A AS NOTED II WAS4HER 0 6°D.C. 6 Os tOt 7• tOO.o' a a 0 10 ti� rxS*XU B-ALUM ANGLE, fill 119.125 144• 03.1' 070 4 41/4"X4'ALUM BAR,i'X4'dJ8' �•AWMTUBE OR7j6"u4'QJS• 953 4 H 12 is 62O't� !u• tLY 4 4i S,uEXTRUDED ALUMINUM TUBE 1i1„ t !CTo SP SS73GL&E SM5UPPORT OWN; 4 . o 1 TUBE SOHEBUIE NOTE6t !OTHtA MEABE0.S 5PECUTED Tn• 'I- XTMUM ANGIE.S.ANGLES MAY BE IjO.OR Ij4'THIGK _{-f tZ S " 6063 T6 AIUMtNiMARE INSTALLED THE SAME, N a o/ ANCHORS MAY BE INSTAU.ED &x! y 2, NUMBER OF ANCHORS MR BID'INDICATES NUMBER OF TOTAL ANCHORS IN THE ANGLE OaHUOtOMt�tewrmhE IN MULTI ROWS AS AND TUBE END.ANCHORS MAY BE INSTALLED IN MULTIPLE ROWS AS NECE55ARYIN Inc NECESSARY.SEE SRAM TUBE UP� ANGLE PROVIDED THAT THE MINIMANCHOR SPACING INDICATE!IS MAINTAINED. IS-FSC-0002 SCHEDULE NOTE 12 c a`�` UM TUBE END SHALL HAVE A MINIMUM OF ANCHORS 4 MAX DEIGN LOAD b 172 PSF a N 3. CCOONNECTITION DETTOM AILS.WHEMAY RE USED TOGETHER USED TOGETHEROR MUST IN BE LIMITED TO TROP BEAM 42 HEADER TO TRUSS SPANS. 4. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ` 4 MOUNTING SECTION S SPAN TUBE MOUNT ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL BELIMITEDTOTOP BEAM SPANS, WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS A7X71JE AND BELOW THE >6 Qs./6•+1'-0• VE0.T SECTION 5 6'0 2'-0• VERT SECTION S, LAPB P BEAMS ARE NOT ALLOWED. 6. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM, Y CUSS SEPARI4RON NOTES CAtDO.j.E MIN(REQUGLAWIRED ONLSEPY IN VHZ, 1.GLASS SEPARATION REQUIRED ONLY M mm, _ ANCHORS (REQUIRED ONLY IN HV1TL ASTM WIND ZONE 4,AND ESSEW ML FACILITIES. ;1?•. A,S C:,ORD ASTM WIND ZONE 4• 2.FOR LEE OUTSIDE MVHZ,ASTM WIND ZONE 4 A 18.O.0 Ed AND ESSENTIAL FACILIflE51 AND ESSUMALFACTLIITES,ALOOUCTHAS BEEN t� SLAT SPANS 96.5`: 2,25' DES[GHED AS A NONPOROUS SYST04 TiTi057' l� SLAT SPAR 5 144": 3.25 STRUCTURE MAY BE DESIGNED AS ENCLOSED. 2X2X1116'O0. ANCHORS SIA'X 3J4.7HC5 OR S X2 X 1/16• GLASS 3/16'POP RIVETS ALUM AN 0 18'O.0 ABC 011 b #t�•y • 2 3 1/B', F BUILT-OUT SAO" 6.026•MAX Q x8`O.0 W(rriid1 �1• 'O 3 gz it 54 e•,OR DETAIL LETT 4 00.45 W}M = •�T d ALEUXOM W LLE AS 3/16•POP RIVETS ©yy�jj < A`O • BND& a IS-T OR 8 G 41 �� m �j lY OPTION TO PLACE R � VARIFS � P RIVETS ANGLE O 1/4 Gi E GHf1X 3/4'TEKS WALL FA OF LEVERS 4 OROS END CONDITION FLAT END 18'O.C. END CONDITION GWi BUILD-OUT MMD0IDEC}R END CONDITION TRAPPED T FIAT END $O END CONDITION gNQODU. UCtt1RAL 1 2• SQCEWu 30'0 PLAPART @ MIDSPN MJIST C L pM�ap0700�MG SLAT DIRECTION SHOWN MAY BE MIRRORED (THUMB SCREW MAYBE THRU EADEii&SILL. TO OPPOSITE DIRECTION(FOR INSTALLATIONS INSTALLED INSIDE OR OUTSI E} MAY VARY. WITHIN THE 1NHZ,ASTM WIND ZONE 4,AND ECES �p1,���pp ESSENTIAL FACILITIES,MINIMUM GLASS `MAY BE MAT 1 HORIZONTAL SECTION INNTERIIOR OR EEXXTERSICqC�MUSS't' SEPARATION MUST BE MAINTAINED). Q « C END.O0.. #10 X We TEKS BE USED IN tXINIUCTCOH YViiti OR 19?POP RIVETS 6 6•-1'-0• NORM SECRON THUMB SQiEVfS. u m22'O,C (��2) #xoxY"TT7c scaTws END BE FL SCREWS 3o8•APAR�CMiDSPAN C ENTERPMCE C3 12"O.0 p.+ ATTACHED TO ONE MAY BE'HAT (TH - EWD"OR INSTALLED 1NMIDE ORE O MAY 7 (2)3/0"0 PLASTIC THUMB %-ENO' SCREWS 30'APART @ MIDSPAB m lal If143.4'7170 QR 3/16.'POP (THUMB SCREW MAYBE p IB o C TTOO ALUM INSTALLED INSIDE OR OUTSIDE} TUBE, pANCIHtOORSS AC a LORI{ 8 1 //�g ST} PM RUG R."TYPES 4 OR( --- �! ,y 2`x WRNER pb-7 A � WITH SHUTTE0.PANS S 36•, 2 CORNER POST D 16NA"o°iY(1)THUMBSCREW IS s�%;:1 3(�NTmuous} � 4 oa(7s MUTSPN,TYPICAL FOR ALL 6 6'-2'-0• HORIZ SECT #14 x gg�W�y�4//•��TFKS,��//.'X 3t4' DETAILS SHOWN HERE. Q 2'x2'k x/B'TUBE �P�RNETNO R16� 4 ORAS -2CONTINUOUSANGLE . ALTERNATE WASur " ++ END LOCK ANGLE ALTERNATE LOCKING SLAT S MOUNT FOR ONE Oft 6 6'-1'-0' HORIZ SECTION a CORNER LOCKING DETAIL � LL 6'=1'-0' HORIZ SECTION4@ N(?AUT" 2 3 16'POPBUILD-0TiT)#14 x 3/4.71365 OR A 2'x2• A TO�ItOST OF •�•I�LN�C Maw ART p MIDSPAN LEG NGL POP RIVETS PER x0.225• 5TRUC:NRE DETAn.3/3 TLC SfAEW MAYNGLE ALUMNUM (2}3136'POP INSTALLED INSI#ANGLE RIVETS,EACH LEG OROUfST�_ OF 2x2'NGLE BUILD-011T(NCHOR TYPE A,TO NS NCR MOUNTPER AM11Y FAQ %6'IPOP RTTNS pLONG)pgT,N DTTATL 313 OVENAWAY s I I 7U18T:,OTI AN0 D1ns C1URE S O A,8hCORD�18•PPEENINN I O.5TNUcan".-NW9 `OTCOS11 1/z•MIN,NP. 231 6DN07L1 SIMILAR IF 8•COIN �:dPOS11-F5C•000 ALUM ANGLE TOP S AT HEAD AND AIL (CONTINUOUS} _ BOTTOM OR TO WALL SILL AND BOTH rkrx0.x2S' A >; CORNER POST EXTERIOR T3EVAT7tON sx UM ANGLE R PE PLAIN VIEW A-A ANC HORSCHEOULE 3 ATTACHMENT /-S-N OPTIONAL SIDE ANGLE I(T\END LOCK ANGLE s6 6 6•.1•0 ISOMETRIC 6N.T.S. 6 6•.1'-0• HORt2 SEGTLON i