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HomeMy WebLinkAboutBuilding PlansI. — 102� 3%ytl L rn N ^0� , IN I IN V0,-&N / \Ta. 8 I• 10 44''g All EMI:_ CALC_U! LAT110F J 1_TTZ5-T -FLOOR ; LZYt_N ri A R CA 12@9 9_ GAIZA.r4z STofz, °!3(0 " .PORCNt s PATID JU3 -5-1;COND FL0012. ; MING AREA 201Pa Q"_,C W It Pa. s -TOTAL LIVIWC° AREA Z899+101(o = 41I5 S,F. G-A�ZA:taE � STOIz/I.t=eE : _ = =q3L 5.f. 'lLRL6iE5---L4ALCD_N1ES 7031 o_,7 = " q7o s.F, SE ARESPNLANAU SAND QUIR D S y roA"CORREC" ORK AfAY@ENE �F1401NSpEC 170 10MpLyW1 A CRDRr®h1AT ES• WWI 4 --- $/4 IN i 4 . 13_•3�4 I'4 - --- ° L0 tEEprNG WIROOMS P,0 5735 SQ bNET CLggN EORES �l S! o. OPENING / r S Q FOR UPA R 1 GROUNp FLOORS MARE T maw 24 L10 y `S R G P-A C _ �._ gE LESS �ORS� OR as t`? L15 20 » 1 n I S 1 11 II ABOV N y.0 LENT to -4 a•D I.8 '3 B 14 G / 00 EF 9 Ole v` �! IN LOIN 12, ., y � , St. Lucie Coun Health DeF Environmental ealth Section Site Plan Approve for Constructi n Supepq s JL re ions pt f,Pt for 1Cnna A 0 Zz P y'C /'PaJ i IN _ I 6. Q" 0: �� L4 LAUN � ._ _ ��/ Q!j S (� \� �ti• 1C)U Eta "BRICK 14EARTli mT 4 Q !! } CA ��, `SNE�V(hM _ 4� Ue Ga9AT C) f� y, I - a9:A1c PA 5 1 2 1- — SINE pF 2°lp f FL00R WALL 10°CLfr, I I Lfc 14,LLo6t; _ — — — — --Z\ 411 & 1 I n 41' V-g" L G" EFRIGER/1TOR h,� (�T I("i II fit L_�ID ;. — O ; �� 1 1—= --� : _ a� �.�, I AHD u I bBL._$I NY, $! I&P. , .'' G4SER 0P. � I I I S• l i I I _ =_ �OtE (# W000 _STUD � DAYWALL I olslLwasll /_ ( C - I ART171DN As DESC.RIb,6t7 rn I L I I I 121 �p _ _4"OR Co" WOOD STUD DRYWALL / i i .I i �' _, _ 1-1 _ - L- 4 .a a.' �. 111 411 41 o K N tl oP WOb UD !7R Wk L r ` _ SCARING PARTITION AS DCSGRIS�D. i ST fL ` ° POWDET2 R- tl " Co" ✓ 6 :ACLEss U.C, _ Ccns. _J? gT _ Y L _ 3'v6$�"'C� _ —:. -i- _X 3 11.c, AR�ITION W/ R•II at R-19. bATT -__ �� ) m Tm SUlATLO / NGL K ` mla L_ i RCO Stk,✓J' Nam_:_ L1 A-0( 4_• I 4 1• T o o - - PLA IN''_,` ! p,`t1� ASBp OP, _ .01 N O � to I/411= T_0It l�epF� GLG.LINE---� I� I I _1{kNl:S1uDY dp, r T i _._J _ . LINTEL SCHEDULE QPE ROO Not N GED N 1 C14C E R- i 07 N XL6F, u FRZ. 2XIZ �1 ,cA1S• �5) I u 4°N�LEp C I IGE M V1Q:- f I II ; 1, MARK SIZE DESCRIPTION �'t _. { I'� I I I' 4N I I d'• ( Is I+15APEP `u I 1 0 �.L11. I d° LI I Li 2'-10" PRECAST W/ 1 # 5 BAR _ - u� - It p L2 3'-0 PRECAST W/ 105 BAR —6Lbc_ qD TQ IO 't 4G • �! i `'J _"EFlb E1.2.: OUTLI h! E�Tj P.� L3 4' 0" PRECAST W/ 1 # 5 BAR __ L4 4'-6" PRECAST W/ 1 #5 BAR — '" —{—' —7 L5 5'-4" PRECAST W/ 1 #5 BAR I �� J >� _• `y Y L6 5 10" PRECAST W/ 1 #5 BAR PANELS LASER JVa, _, .r_.-) C{�CLO. —�_{ 1t/2 4164 MAX. L7 6'-6„ PRECAST W/ 1 #5 BAR _ P A N T QY 1 Y TNRESNOLD I Q � z t rn,T, 14 L8 T-6" PRECASTW/1#5BAR to°CLG, I � - ------ L9 9' 4" PRECAST W/ 1 #5 BAR = `S.Ni, , L10 10'-6" PRECAST W/ 105 BAR I L$ 2 1 _ 3fo A.11-.� - I 11 it - _2 SI'I L. t 11 R N-' �L� q ,.. /, » .`,• 1 p G. LII 11' 4" PRECAST IV/ 1 #5$AR !o _ S = 1 I'-b 3 o o L s LI c� !0'8 fU 4_z_ _ 4 s L12 12.0' PRECAST W/ 1 #5 BAR — pi FRoN LU025 PROYID� L� L13 13'4" PRECASTW/1#5BAR Q; L I L7 QVAI FYItj& t'IEwe, oG L14 14 -0" PRECAST W/ 1 #5 BAR ' P 0 rz C � SG4F'E FUWBW rr4Uit'1'gIZLsD L' L15 14 -8" PRESTRESSED W/ 1 #5 BAR L16 15 A' PRESTRESSED W/ 1 #5 BAR �'%. .k, _-. �, r Lt024 $ i L� f 74MP, LAaS ' S , L3 L17 � 17 -4" PRESTRESSED W/ 1 #5 BAR +}'1. — a .� 3 � �' � , _ — — L18 19 -4" PRESTRESSED W/ 1 #5 BAR ' — '� jtl'�i' ppU R gD CO NC , L19 21-4' PRESTRESSED W/ 1 #5 BAR L20 22' 0" PRESTRESSED W/ 145 BAR 41^ It q 1 1 II 1 II ' 0 _GALS._ W� +050 Vial, 1 t 1D-O to-O -`Is2" _ __ 4 2'I L21 24'-0" PRESTRESSED W/ 1 #5 BAR v u _ 13 41'__ q=a° nzj'44,q-o 13',4N 74'-C"_ _ / PETER B. COOK III; { t t t t _ I i I �t i I i 8 y ' x� t { j i i s• I • -3/141 oc, it 10 S PING ROOMS PROVIDE AN EGRESS \ WI DOW WITH A NET CLEAR rr R PENING OF 5 SCI FT. FOR GROUND LOORS, &7 FT. FOR UPPER FLOORS. 0 NINGS \ / \ S NOT BE LESS THAN 24'H R 20'W TFIESE p(jtNS \ \ SILL NOT MORE THAN 44"ABOVE LOOK. ARE SU TO ALL PROPOSED WORK \ / BJE;PlotT � I �' .. / � REQUIRED r0 ANY CORRECTlO \ ---- --- CDMPLYWj) MYIN ORDER 70 THAT APprJCA6 � LE C 0 D i ES ,- .,a y Jul (� St. Lucie Count He to tie t Environmental Health Sectio r / Site Plan Approved for onstru tion Super revious 't I or q OSDS# t _ \ Reviewer:_ u lt � U bONU U I N.r�, sa, 4 `, �°GL6• � HATGH ['{t'E \ O -'; — �.� ,I N r /. t D'- 10 41 I PTCOp - / 'c e — _ �Z— )PY — Alt AN m L Ic, , � —G 1•h -1„�1 j n _ .. . ----Y L^ 5VILOC•R TO PROYID4 ADDITIONAL DLOCKIW& I �leL�E2 G'!��#d, LN PLOOR TRVSS 5Y576 FOR 113CER TRUSS L0AD�R4NSE6P-(3)L06' S. e; NI , m �N br;DRooM 3 I OPtN TO GREAT ROOM -- t q° CLO, q ° cr 3�/iG o j 2'. Ip" 4 4'-p' 2 S. 0 _ 1 1 I - t PETER B. COQK _ c r A ji'l IL=O" n � sH.^• I _- 13 D wnt ks I _ I GLOB. Tub/st}. '� h�drN-3 `� I � � 1 - - 0 ea, 3% 414 12 o i I 13 O t � � 41 c^vU t I _ 10 fd "I1 l 4N �, I z . .. 4'1 4" 'S l0"' 4„41� r v' _ p 1A_ V" 6' '' •Q" 4' 3• "4 p� (°" lo=o r0 _ ID ® a R 11 IL [l_L1'L'•�" LJ fity {� N D P N T F 0 `1' D, N N6f5awR• w ` w ER _570 Y c _.j �`+ M'T' J �� {SIT, J D s ays PasT.0 N� _ GIRDER I - V po NI 1, ' - I �J L _ _ 34S,N•w _LfL. GLF XL�D _.__ _Z '3 P4n �S FjKED 4S.Ji .W/1 &L. F V C 6L S Q► r A w 0 3 2 0 Z _ d _ J -\ 1 , .1 1 11 I N 1 P 1 N 1 , V t\ I 0 0 •O 4-O_ �O O2-0' 2-a 3 0- 3.0 .1-..11 a At -i y' PRE-CAU PIL#sTER. GUAR aIL_ _ -T. I :'. " .j.. fir:• "•! � - - 1 t ¢r.::'s.,..w.:m-r:.r m 2a 4i4 ��• _ SHEET t al•'1OW 21I j ND-0 Q P L A N Co LLB rz.4 I ... F2 5 C.o n1 T, FOUNDATION SCHEDULE FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL BEARING OF 2500 PSF. S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. F-I 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH 3 #S BARS CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS. 1 3D-10Yy" _ 44'-6 " _ �., Z' w/rr \ = No �tr� , ,• J Q-'' PJ II pV,�•Q �a �� + o wl #5 STD \ y1NK I -W __OOF BEARING WALLS W% I �1 �..... Z A P.T, E:OTTIOM PLA?Ex W/ _ V2"A , 615. (y, 24"mc- b400D 6EAItING WALLS TYPIGAL�-' W/ 29 FIT, -"- - - \ - BOTTOM. PLA TL' W/ 1/1"A. 6'S, 4-b "eC. TERMImw� TE TREATMENT REQUIRFD 1"RE-cr,$5, SLAB EDGE 3/4"kb"X5 WATCZ5TOP �TYP,) I� sfN>L I` 1 V:,z zQ \ V 13-4" �0LJ N D A `F N PLAN _I I i - I F 2 LAv i � I f yz�:uE-c.Ess r I'!a"MAX STEP @ Poo(L Q - �"1 r I .414W Iz . 1 s1 w I — -14'- 0„ oil SPA III F2- �N f i • f i 1 f a -4/1 &/OG PETER B. COOK TE P©fZ :FLAN J77 LO CA Tt O 1,1 OF t�-IZC�.�J.ELtS2CilJG � ING, PILLED BLOCK -Ls U N U C� a � o C� a •t r i 1 N a o a o w SHrL•r I 1 1 OF EL=vE� (ZOLL V2q j<�115HT L E` VAT 1 *0 N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANYCORREC71ONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, I T --------- IN L' V47 � o" N 1/4 'Z/ I4/o6 P152mil � J H�A Q (J v nz U .-.. —A ol__ mil' I p 1/1 4P10i PETER R. COOK SHEET (;e; f L�VGN i - - f I�I *Lfff:71 ELEVA710N' 1/4- 11 110 �ESEp�s AIVD Cr f f MAQSNrSCPORRECnIDNSWORKF�F�� CORA4 CESS�yECTO r W'NA44 IRD48TO I%� L2 "L EVAT-1 0"' N - jj min pis rarer 0 U P�pp V M a _ a o h a F I�' w inCo �J 5 C� a z a 12 3-C.au25E CAMPp _.BEAM w il�5 1t`t MONO. ILLED t ooftEoFASrEHmOR F ARErHERESpp ' ORA CZWI�( ucrOROF 0, 1p *4y �l"�08y';r'ANYCoSfDWO /i � -3C__�R� J P__: MA. TA L F.-00 EJ-btl__ QL—09,yP[�v�N�C�SS'e ��NSPEr99��nONS RK Gt.UI:'XtL'W//.Ir04 !g"at STA4G6R�D U tJ U w v c- N �s w a �) EAM V!*E" 70"RLti�F" r POWN rF z ;i?tYcGV C1CT .�.u&�F.LC�AiR g d g 4 U ap � lU r� C4MPQ5ITE ca v _.._a� 5 1N „may w CA' CANG- FILLE CAVIrf GER-7GLu'E � 1JAIL Wf 16IJ 4^ fLTLD .TO 6LOGk w/ i =,a IU!'i..$1'i._..C.O wC.-'' rr ' N H Cc7cC: Wf5¢VER1" p vv r' RI 0. * -.-RLET • 0 __5TVC.Lb PIN, _ PRC-fiA6 W000 TRUSSES (2 2/4"aG MA,K. MANUFACTU&rsel3 SNOP PgAwN& R-30 F15E'fZOIA55ATT INSULATION ®® ZrikDER ___ TR VS5 117 -..-=51MpP50Nh15TRAf S. W/ (R) pd L ^_2k _wo, 51001 @,, 1(0110c,_ _b Io -:I)0M �RnYIDE:: MP N 53'6 'U'ST1ZAf5 Ir (to) 1049IUz"NAIL5 TO -[° cU i^ SLMPSO N 4 l @ 32"6C. � (14) IOci kI L.5 ` i 2 <<6 Tirib FLovp- Trzv.4sBS 77— TT - MPR -F 15 --WID. F'L.0012 TiZUSSE5@24"0& MAX, 50)0MD $AM NSUL 1 — T�Tt�].FpO1V MTf, I STRA wf (14) ,_ _. _ :iNOIQD A NDRA IL SYS TEM 10dxJ!/z"NAiLs @ i rev!+ SELECTED PJCKE75 SPAC D_ _ -IM REJECT A 411 owrc%r 71 ;toN H TA 2Q , )_-2x4 TOP !a! n + - - EA, FL00R I! 0 �. 4. - - �- — -4 MASR vowc s I RN 91 AS SW BEDROOM it WAIL -W/ #5 V'£R.T, G. FILLED BLOCK CELLS EA•SIQE._Q.F EAIOPN'b C" Ff"T_FLIZ. PLAN a ZKA WOOF 5TV rovior SIMPSDN C�Be St"pL To CoNN 0- jn P lb" " S a �GjCt1Nt? b T T .Z k4 P.T._ paT'.` Fk *CN. SOLT; (2,R S etc-M1_- 5P4-"U"STk.AFS T 5,7UDS 'TO (4p) 104 v 1 h" 19A7 LS 0PEN To F04 1NS VL , w 1/2 +�� 4�"az i CrL / BLO ks/ N i (OPEWTO f0YEt2 ._ I . — I ..— _ - .4 �1 G T I�R o jj M _�19 I /Zn� I,oil _ G_f R.DE IL � -'Tr SS gAgE8 104NDgGC p QUIgEDey&o 0109gE�SfD�04 C Mp4yW/ Y/,V D� oAs FicF c� (2) 2 X G TOF P_L 4YC� -- 0 -SbEE:--WO I E5 @ LEFT r-om-^—� — L.L DI<C�c21 PT10N I� Ce9vtt�'6 R'K LA 9N t iJ G r A.N G::S, 112"®RYAALL F ISM} R A K F A s 1' F-2 U M z o a V l C a ka wW � o w C m t o nti � rJ t e 3 n� 7 or F-L L \/E tQ + 1 fi 1 P 4\ I, I r V i I " 4 ,h i CONNECTOR SCHEDULE UPPER RUU11 TRUSS BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS FIDE @ 48" O.C. CONTINUOUS BEARING (1) M1516 1000# 14.10d E2 EACH 915# (1)MTS 16 10W# 14-10d F3 IsT 819# HANGER BY TRUSS CO. PERTRUSSCO. PER TRUSS CO. 2ND 915# (1)MTS 16 10W# 14-I0d E40 1. 8455# (1) HOT4 & (2) HTR2 9250# (2) 49" DIA. BOLTS & 3246d NAILS 2ND 4549# (2) FGTRWOOD HOLD DOWNS 6920# (3)11 MB&(9)vw3 SDS E30 1ST 11165# (1)HCI'4&(2)HTIZ2s&(2)MTS 16, II250#. SEE DETAIL 2ND ()626# (2) FG-IRWOOD HOLD DOWNS 6920# (3) 54 ME & (9) 94x3" SDS FIGE @ 4T O.C. CONTINUOUS BEARING (1) MTS 16 r000# 1410J F2-F3 EACH 870#. (1)MIS 16 1000# 14.10d F4 16T & 3"D 426# HANGER BY TRUSS CO. PERTRUSSCO. PER TRUSS CO. 2ND&411 444# (1)MIS 16 IOW# 14-10d.. F5-F12 EACH 4143# HANGERBY TRUSS CO. PERTRUSSCO. PER TRUSS CO. F13-F16 EACH 992# (1)MIS 16 low# 14-I0d. F170 EACH 1493# (2) MTS 165 2000# 14-10d FI8G V, 2561# (1) HD5A 3705# 518" DIA. & 3/4" BOLTS 2ND 3514# HANGER BY TRUSS CO. PERTRUSS CO. PER TRUSS CO. F19G 1ST 1667# (2) MTS 16, 2000# 14-IOJ V. 2670# HANGER BY TRUSS CO. PERTRUSS CO. PERTRUSSCO. FG10 EACH 885# (1) MTS 16 1000# _ 14.10J GIGE @ 48" O.C. CONTINUOUS BEARING (1) MTS 16 1000# 14-10d G2 EACH 584# (1)MTS 16 1000# 1410d G3 In 584# (1)MTS 16 1000# 1440d 2ND 489# HANGER BY TRUSS CO. PER TRUSS CO. PERTRUSSCO. HIG EACH 2439# (3) MTS 16s 3000# 14.10d H2-H5 EACH 571# (1)MTS 16 ^10W# 14-IOJ KID EACH 3405# (2) HD5As 3740# 51d" DIA. & 3/4" BOLTS 2ND 2001# (3) MIS 16s 3000# 1410d K2G VT 2125# (3) MTS 16s 3000# 14-IOJ 28D 2242# HANGER BY TRUSS GP- PERTRUSSCO. PER TRUSS CO. K3-K8 1sT 521# HANGER BY TRUSS CP- PER TRUSS CO'. PERTRUSSCO. 2ND 492# (1) MTS 16 100D# - 14.10d K9 1. 52# HANGER BY TRUSS CO• PER TRUSS CO. PER TRUSS CO, 2ND &3"D 178# (1)SITS 16 1000# I410d L1GE @ 48" O.C. CONTINUOUS BEARING (1) MTS 16 10" , 14.1W L2 EACH 571# (1)MTS 16 1000h'..:.„ 14�IOJ L3-L4 in 571# (1)NITS 16 1000# --------------------------- 14-10d 2ND 531# HANGER BY TRUSS CO- PERTRUSSCO. '+3.1 WS5CO. L5 EACH 531# - HANGER BY TRUSS CO PERTRUSSCO. .. PERTRUSSCO. MG56 1ST 1212# (2)MTS 16 2000#. Wod 2ND 1217# HANGER BY TRUSS GO. PER TRUSS CO 1RUS5 CO. KINGJACK In 1805# MAX (1)HETA 20 1805# Ic Wdx 1'/P � 2ND- 1WO#MAX (1) MTS 16 f"o(vY ( 14, 10d HIPJACK lsr 1805# MAX (1) HETA 20 1805# IO-IUdx 1'h" 2ND PERTRUSSCOMPANY NAILED PER TRUSS Co -SPECS PERTRUSSCI PERTRUSSCO. VALLEY "TRUSSES EACH END IOW#MAX (1)MTS 16 : 1000# 14-IOJ 1 m nnn mnneana 10/ii K 111/1 • TRUSS BEARING POINT(S) TRUSS A�TIIAL (GROUPE,WE UPLIFT' CABS) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFTDESION FASTENERS CIG I. IIgX7# (I)P02R 50wfi (21'A"x 5'TITEN HDe& IBBDS N".3" 2N° 0J# ¢)HDSAe BWO# 528•DIA.&3l4"EALTB q' 191 HO# (DHETA20 IW5# 10"Tax IR' 2M° 441# (1)MT516 1005# 14da FG2 'EACH 5111# RI HWA. 0020# SW DIA.&3H"BOLTS M3 EACH 645#. (1)MT816 Im, 141a Ix• ImI# (2)MTB 1& 2000# 28-IW 2"" 15114 (1)HETA 20 1810# 9.16d ID Iw# (2)MTS 16 2000# 284a PFW 2'm 1550# HANGERBYTRIISBW. PBRTRUSBCO. PER'FRUBB CO. (EACH '�460# (1)HETA 20 1810# 9.16J 1f1 873# (I) HETA 20 1810# 9-1a (1)MTS 16 IOW# 14-Ia FGB I EACH 9930fi 21 HD6As 10210# SR"DIA. BOLTS F09 1°` NC)'r STATED HANGERBYTRUSSCY3. PERTRUSSCO. PERTRUSSCO. I4#. IUHErA 20 I810# 911W FTl EACH 610 4OHETA20 1805# 10.lanlu` m I91 460 (1)M7B I6 1000# 141a 2"" 466# (D HETA 20 IN5# I"W.I.A. FT3 1" 724# : 41)HETA20 IW5# 10.1610h" 1X° 726# (I7 M2316 _I(W# 141a FTq EACH 451# HANGERBYnUSSCO. FEIt TRUBSCO. PERTRIISBCO. FT5. Fl6 1^ 566# (1)HETA 20 I805# 10"Iax1M" PLI 560# It) MTS 16 1Ow# 14 Ia m Pr 417# HANOMBYTRUSSCO. F€RTRUssw. PERTII B m. 2"" 42" (1)MIS 16 1"# 141a FIB-FTIO I Pf 346# (UHUA20 IW5# 104Wx " 2R° 34g# (1)MT 16 I=# 144a PTH &1CH 3N# (1) HETA 20 IW50 1PIaxIK' rrl2 P` 1534 (1)HETA 20 IW51 2-161# 1 (1) MIS 16 L AY,nw vm mm.... ............. .. ................ ..... ....�. ..___.". AYIXII"DATED IA3p6 ALL LOADS RFPRFSEM ORSFGSEIDADIND WRGRGIPBDG'IEGDRI6. SFF', SIAAPPING PIACp+gl1'. . __ __ Lv w nn n,✓vA- TRUSS BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTORS) UPLIFT DESIGN FASTENERS AIDE @ 4V O.C. CONTINUOUS BEARING (1) HETA 20 1805# 1040d x I64" AN EACH 656# (1) HETA 20 1805# 10-lOJx 1'k" BIDE @48"O.C. CONTINUOUS BEARING (1)HETA 20 1805# to- Lod x 1''A" B2-B3 EACH 447# (1)HETA 20 1105# 10,10dx I DIN l6T 853# (1)HETA 20 1805# 9-16d 2ND 1018# (2) MTS 16s 2000# :14-10d D2-D9 Is' 474# (1)HETA 20 1805# 10,10dx IV." 2ND 433# (1) MIS 16 1000# 14-IOJ DIO-Dil EACH 314# HANGER BY TRUSS CO. PER TRUSS CO. PER TRUSS CO. D12-D13 EACH 334# (1)HETA 10 1805# 10-lodx LOW D14 VT 130# HANGER BY TRUSS CO. PERTRUSSCO. PER TRUSS CO. 2"d 199# (1)HETA 20 1805# 10.10d x 154" D150 1. 1164# (1)HETA20 1805# IO.10Jx IV? 2ND 684# PERTRUSS CO, PER TRUSS CO. PER TRUSS CO. D16 EACH 334# (1)HETA 20 1805# 10-10dx Ph" EBt VT 186# (1)HEIA 20 1805# 10-I0dx Ph" 2" & 3"D 40# NAILED PER TRUSS CO. SPECS PER TRUSS CO. PERTRUSS CO. M6A-M615 la 189# (1)HETA 20 1805# 10,10dx 1'h". 2ND 203# (1) MIS 16 1000# 1410d M60E .@OrD.C. CONTINUOUS BEARING (1)HETA 20 1805# ID-IOJx IY2" M8 EACH 300# (1)HETA 20 1805# 10-lax 1W M34-M59 Is 185# (1)HETA 20 1805# 1040dx I'h" 2ND&3"D 200# HANGER BY TRUSS CO.. PERTRUSSCO. PERTRUSS CO. M62 VI`209# (1)HETA 20 1805# 1040dx IW 2ND & 3"D 206# (1) MTS 16 1000# 14d0d M034. isT 318# (1)HETA 20 1805# IO-10dx 1%" 2ND 370# HANOERBYTRUSSCO. PERTRUSSCO. PER TRUSS CO. KINGJACK ISr 1805# MAX (1)HETA 20 1805#. 10-I0Jx 1W 2' 1000# MAX (1)MTS 16 1000# 14-IOJ HIPJACK IsT 1805# MAX (1)HETA 20 1805# 10•tOdx 1'h" 2ND PERTRUSS COMPANY NAILED PERTRUSS CO. SPECS PERTRUSSCO. PERTRUSS CO. VALLEY TRUSSES EACH END 1000# MAX (I) MT3 16 1000# 14 - TOd .. lo-laxls• 141a I600I ROOFS ILOWER&UPPFPJ. TRUSS LAYOUI'FORTRUSSIDAND 1 li $Z"afi 2 4 co w7 LEDG1:12 WnD T R v S S Ir @ 241, 9c. U_FA TU-Ii1E.R4S. 5NOF P;ZAVV!�105)11 3 FL`I F oF- TVav4 J DRYWALL Fell GRftAGE 2J: 1 -F "DN" MTS"1(o 6TRA:P..S_,-W,. 7?�j i C11T7� _ ._.BALLS bVeti oor-SIDE _T_tpso�l__HGr-4IR17xt.... TIE bnW�•l W/(2�5l9_ L[STr7 j HorT Z2 $ELYJ'�% 16 IOd �D TiLU S - -F 20� 10 ti 06ETHCR IU (/E"THRU �OITS 2')eG 716G1 '%. o u ±2j$tMP,50nL :NTT "SENSiOtu 'TI65. _:_ ' �2lCIZ 0 A SINKERS a L�T.NO - - �_1.✓ ._7_ O-_-_._PA9$T-.-,. /^^ T!,-t7Y1.� iL __ 1. - h{._3- g [i._ rNESEPLANS ARE SUSJECT TO ND ALL P OSED REQUIRED BY p ORREC WORK _ MAYBE INSPEr�r nONS ics"U& TS" -2.4G- Ol�p SARYIN ORDER 1'0 ORS MAT ` I A"APP4,IQ,aa0 ^ItA _ Pfa:' 3R'bGAAX, 24'-k V4N STEEL 7LATE 0 "el PLAT _ E G O I (� G ----- - l3aRl N-EACH Sb1t7 "�_:is1[2cKINC._(� MrDpOrN'f.7OFSlhFF17 3 DRY WA ILL]AE �� ��" 2�ET>�1'.L.i17RiP..1~i:':IK2 CDhIT, FidrLCR. Tx.Qt R+S_G FASGI A 21c4 5V:I3FASCIA o 7000D S6FfIT, pN FC166EL� Wlt,1AL LAT44 �;-w�T:►' VEhl`CS_� 4Fj"OC.� tAT4INK- ! id "' _ RIUG' SFFAPtK NAILS P�DN US R�DM _ �j /�,ry b�iJ IZ V V M _ {(� •i`lat PEI�t M. 8"OC F I ELr} E`A" SOCE`j j /411 A.-:, PLYW OP SUB• FLU OR. W/ I4ad: �;AVPETER B. COOK NAILS _ IZ .OG U E.R .LAES S_ bk-TT 0 SU LA 1 O N z O lV 1)-)1mjRU It M Iw so O �. z o Akfasr�k�sORM c�EYo�rp> F and U2 H acro�� o 0 I ZE w -1<11' C P 1; N _ _ - _ _ P: A iJ T Ct Y In U.- 121 N �1.4 - lZrCsID._1111S1lLILi1Q.N-_ a ,- 4"-frr��2MEsH CONC., SLAB ON WELL CONI FACfEp (2soo PISIF' Mlml. , CLE:Xlq , Tcpimi TE TREATED SILL I/Lit 'I O11 EAM -LT, E70 L N 5. OW- t FILLED . LS ._ CORntERS &'As StD a ' DPu i A•T row- (9 2. STORY A -9E I O PL 1?@ N L ff #'LS -___ NTD it& I a U� I I- E - 1-0- 1--�-�-------,---�-���--.,-.,-�,� - � I c I lit 6 SHEET L7f, IN IN 1 OF ELfiyE� __ :COLLUP-& "u;l 05 B T TE 2 DE,' TOP. TRACY -FASTEN "LAO BDLTS FED .. - M LTAL .. PANEL ©W 3oTTOM TRACL - FA STE L%40 BOLTS @ 12"oc At1EL.---,I.DJNb OYM 1/i F 4W'D, STUD FRAMI*1 (a M1 • Y J3I AM of?- I'P4"G r LINTEL u r-(E 9- roP VA4 1-, r�r f5r-hHOF vw44h. GoP-2lYG PTED M; fAL hHLITiE�- ^�r 5F11�TT� f�'fTU M1-(%ALIT+, FAST��� SHoP I7W/s�. NTS 0 nnnR scHFQuLF MARK SIZE DESCRIPTION 1. (2) 3'-0" x 8'-0" WOOD, PANEL, NO GLASS LITE 2. (7) 3'-0" x 8'-0" STEEL, FLUSH, INSULATED CORE 3. (2) 3'-0" x 8'-0" STEEL, FRENCH 4. 3'4' x 8' 0" STEEL, FRENCH 5. 3'-0" x 6'-8" STEEL, FRENCH 6. 2'-8" x 814' STEEL, '/2 LITE, '/2 PANEL 7. (2) 2'-0" x 6'-8" STEEL, FLUSH, INSULATED CORE 8. 3'-0" x 64' WOOD, FLUSH, SOLID CORE 9 (2) 3',0" x 8'4' WOOD, FRENCH 10. (2) 2'-8" x 6'-8" WOOD, PANEL II. 3',U x 6'-8" WOOD, PANEL 12. 2'-6" x 64' WOOD, PANEL 13. 2'-4"x 6'-8" WOOD, PANEL 14. 2'-8" x 64' WOOD, PANEL, POCKET SLIDING 15. 2'-4" x 6'-8" WOOD, PANEL, POCKET SLIDING 16. 2'-6" x 6'-8" WOOD, LOUVER 17. 2'-0" x 64' WOOD, LOUVER 18, 5'-0" x 8'-01, WOOD, 1/2 LOUVER, 1/2 PANEL 19. 5'-0" x 6'-8" WOOD, LOUVER 20. 3'.0" x 6'-8" WOOD, LOUVER 21. 2'4" x 6'-8". WOOD, LOUVER 22. 16-01, x 8141 STEEL, OVERHEAD SECTIONAL 23. 9'-0" x 8'-0" STEEL, OVERHEAD SECTIONAL GABLE END O v © RIDGE i OO 10 ROOF SHEATHING NAILING ZONE INFO: D 0 I I 10 d NAILS @ 6" O.C. PERIMETER & 6" O.C. FIELD 2 10 d NAILS @ 6" O.C. PERIMETER & 6" O.C. FIELD 3 10 d NAILS @ 4" O.C. PERIMETER & 6" O.C. FIELD ( OPTION : 8 d RING SHANK NAILS IN LIEU OF 10 d'S) NOTES: * 19/32" CDX PLYWOOD SHEATHING • 130 MPH, 3 SECOND GUST WIND FORCES • 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 D RINGSHANK. • UNDERLAYMENT FELT SHALL COMPLY WITH ASTM D 226, TYPE II FASTENED PER THE FLORIDA BUILDING CODE. NOTES: ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 225 OR ASTM D 3462 AND SHALL HAVE FACTORY APPLIED SELF - SEAL STRIPS OR BE INTERLOCKING 13 DOOR AND WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS AT 12" ON CENTER, WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1'/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2004 FLORIDA BUILDING CODE WITH AMENDMENTS. Product Review OPENING ID. MODEL # MANUFACTURER ATTACHMENT METHOD DESIGN PRESSURES WINDOW SH 7500 LAWSON IND. 3/16"x2 V2" TAPCON EA. HOLE W/ MIN. EMBED OF 1 1/4" +/- 62 OR # 10 S. M. S. @ EACH HOLE W/ MIN. EMBEDMENT I Vs" FIXED GLASS ALUM. FIXED DESIGNER WINDOWS # 12 X 2" SCREW @ EA. HOLE W/ MIN. EMBED. OF 1 1/2" +/- 50 GL. OF THE PALM BEACHES DOOR DOOR CRAFT JELD WEN # 8 X 2" P F H SCREW OR 3 /16" TAPCON W / 1 1/4" MIN EMBED 3' FROM + / - 60 EDGE & 12" OC MAX 4 @ HEAD & SH,L 6 PER JAMB GARAGE 530 WINDSOR 1/2" x 1 518" LAG BOLTS @ EA BRACKET 46,5 DOOR ROOF 5 V CRIMP TAYLOR MADE 2 1/2 " X 1.5 W X 1.62 TALL CLIP ATTACHED W / 2 # 10 SCREWS +/- 44 HURRICANE .05 ALUM PNL. MADDEN 1/4" X 3 1/2" LAG BOLT @ 9" OC. & 2" FROM EDGE @ FRAME WALLS + 70.1 / - 75 SHUTTERS MANUFACTURING 3 / 16" X 2 I/2" TAPCON @ 9" OC. & 4" FROM EDGE @ BLOCK WALLS zo THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF THE PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. STRUCTURALNOTES: CODE: _FBC 2004 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH TYPE OF CONSTRUCTION: CBS X FRAME METAL ❑ 1000Y.S.I. MIN. FIBER STRESS VALUE. BUILDING DESIGN: X ENCLOSED ❑OPEN ❑ PARTIALLY ENCLOSED 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. WIND SPEED (3 SECOND GUST): l2t0 MPH ❑ 130 MPH X 140 MPH ❑ 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP, EXPOSURE: B 4. CONCRETE COVER OVER REINFORCING STEEL: INTERNAL PRESSURE COEFFICIENT: 1.0 FOOTINGS 3" BEAMS 11/2" IMPORTANCE FACTOR: 1.0 COLUMNS 11/2" MEAN BUILDINGi HEIGHT: 28 ., FT 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. OVERHANG: - O" ROOF PITCH: 6112 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED& COMPONENTS V CLADDING WIND PRESSURES: 30.4 -40.7 SELECTED TO WITHSTAND 130 MPH, 3 SECOND GUST WIND FORCES. GARAGE DOOR: 25.6�. OF THE FLORIDA BUILDING CODE. ROOF DEAD LOAD: (SHINGLES>) 17 (METAL) 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY ,(TILE) MANUFACTURER FOR 130 MPH, 3 SECOND GUST WIND FORCES WITH A FRAMED FLOGr, LIVE LOAD: N/A ..,PSF DEAD LOAD: N/A PSF MINIMl1M DESIGN PRESSURE OF 30.4 & -40.7 PSF. SHUTTERS:` 15 X NO ❑ 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. IMPACT RE51:4ANT ASSEMBLY: :'ES X NO ❑ 9. FOR METHOD OF. ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. _. �� 6I �I IZI 151 ICI �u' A.LL_�N.T_. r�luP5PPLIf�Ia Mt I 2 Z Z Z Iolo��.LE�s Ibiv.�. In091 Mores Ib©.o. z Z_ 3 3 Li y H �s � U21 d L F3FL '9QuS41 cr7o V 4ZZ oq AFD , 4*y �P08 ' 4Y N HSpO Ap�W� C) �v 14,gy/ �9T 9S N5 RR (NoT Kecio Foe 8 0" AkG'A Waccs; 2 _ LLIED � LT �1 (J'wl�@lorEl�bsl�s) Mrs I6 w/ ly IAd WNI-s M-IK. s`ftic OLL Lt_�� . Id1e ` Ts; aB sIMi50N 5 'tN'A=�J I P art-ro� D 60L[d ,m� tLG I/ II PETER B. COOK o I� M 7 ,z 'O N w �o lu �O w � '✓ 0 F a o a COLLUR1! w 0 ELECTRICAL LOAD CALCULATIONS 4915 S.F. LIVING @ 3 VA 14745 VA TWO 20 AMP APPLIANCE CKTS 3000 REFRIGERATOR 2000 FREEZER 2000 DISHWASHER 1200 RANGE 16000 CENTRAL VACUUM 1500 LAUNDRY 1500 DRYER 5000 (2) WATER HEATERS 9000 IRRIGATION WELL 4500 POOL PUMP 4500 FOUNTAIN 4500 DOMESTIC WATER 4500 MINI SEWER 4500 MISC. 4500 ELECTRICAL LEGEND TOTAL 82945 VA FIRST 10 KVA @ 100% 10000 VA SINGLE POLE SWITCH REMAINDER @ 40% 29178 } TOTAL 39178 VA THREE WAY SWITCH (4) A/C HEAT @ 100% 36000 DUPLEX CONVENIENCE OUTLET TOTAL 75178 VA 220V OUTLET 75178 VA MOTOR OUTLET 240 V = 313 AMPS + WALL MOUNT LTG. FIXTURE USE 400 AMP SERVICE `i FI GROUND FAULT PROTECTION Y PHONE OUTLET PROVIDE ARC FAULT PROTECTION FOR ALL BEDROOMS Ll J.B. FOR FAN/LIGHTCOMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE O WIRING 7ROLIGH * `f- CEILING MOUNT FIXTURE 50 troaA cP "Ea„ SMOKE DETECTORS IZo/zoo 2OOA ooA o- a9s 3� 3J DOORBELL CHIMES z,la cu GROUND TIEc)TL? C.W. PIPL QDLG. S-rCCL �GI) $00 MCM �tJ 3•iL.0 DkIVEN G2DUNI) ROO SFB.0 tC,� V14/0& PEE m I'P PE VI stoN s ; THESE PLANS ARESUSJECr AND ALL PROPOSED ORK REQUIREDSYFI �YCORRECpA MAYBENECESSELD INSPEClCRS tic COMPLY Wjp�PWALL tyQ rocove, T ILJ G,2 GF 1� DETFC oD ELEC G`'„y/ 5ofF1i SACK "JP SWITN SMo AREAS iN ACC SLze p npril ,WIRED SO THD STAIR AND � o w�l ANYDETECTORTW CAc AC�� noN \ �ACL. GFI _ —� \ faq�j�c �UlgEp O LL F/ ELA copv� �Q 6fI�WP GPI wp U __66r4TRaL VA , V WTR , 4TRk- AP-C FAULT-- PMDTEGT-ION � AG - VENT ALL EXHAV 't LAPIS TD DVTSIJ7rC —i! A cF11WV �EXN ! yxi17 GPI/WP i LL qp Q 1. rit HI-H r6o S AYEFL�PI\Ij k, / PETER B. COOK 1 /-r, -~ CoFI �\ �U�G_R�F,-_ �— � AHU w/N 10'51) � a J A a �2A IA, par z kF e W YEW i d To sw I GFI/ Q �. z `Yaaover-6b _ _ w wC CZjn 40 I, \ O GFt I �� V pl VJ in D 9LECT, QD �- ___ -__ -1\\ o � .; O reL0, LT. o w LLE CT. N N ` 3 1✓15Rdb.. i GFI wP GFl�wp U,P, SOFFIT PP '1 GF'/ - - GF�(lJJ_p SoPIIl7 Fwp 7GWF1 —— OF To P05T LT. P L or, LOfea �- t t i f I' { i I �IAi i G u 17-41 VT (L IL .... j t'ftL 3 Fi L VTV' 0 &-pVtoP-SoFFIT 0 &Fl /WP - SOFF IT —� l pR �FTFCOV/0 Fo F L BgCK, TORS W TTR/C S CRDS�FCH� ��<p / F 4Afy0OTA/ 4T"���0KOATI VArF <G. 9 Q��R/�T Npq4� P 9Fp 0 90,0 4GlgoPU7 Fj, C.FI/wP=$0FF_1T • _ SOFF I'T 11CA L -PLAN li It C u" N D F= L 0 0 ro;;Z- 'a-' L *L� Q, 0 3114/06 IT RE_vcS�� S �JIL �I DU _Q 0 O U a r • J V , j� V PETER B. COOK SHEET a li Or �1YEnI C�otwrz A - I Nj =r/61m7+M/I SA ' 'DNA %444 aA qs �AVCgb,¢�j04T % 1L11 ,4 - r y � `� '\ •"� I' � 0 / Q d I, of .. ul flu \�1 Tdu — l H Tr H A - ' 400 /�Z' .IIIco Iv-io _ i � � � V1,.�\... ti t� (r. i 11 3 VSr �(� �S \ \1� �� .-•. a I ji s I.. ,6 cQ all n (j Ktl \:,;a ,.. '3 H• (�... �/i /G _\ALA .-._. . ._fIN ^-_ r - \s9 4 sN N O T G G" („WD. F05 r K1NG ,, R R YIDL A Ul s L J a;_, ;fir ,;.. ..aq_ r S \ ,, `. / \•' q�--.v ,r jN ELQ©Iz TRUSS SVSTkFDR 11zCE9 TRUSS � ,� \ `e K-fi`^,-::. •;V :: ^, tv0 ,I,0AD TRNER ASF(3)lOG' S. ' N DFo o mitq -' � �, --�� b�.dRocaM ^ 3 G tC� - �•,,;^ VIE TO To ��r:EcT panM _ �v G — - - PETER 0. l � I v _l • r ..09 wn!- , @. t.1 � o — <j In, r - 6 T01/ _GUAR RAIL 13 ; ►9 �} a 5, L IN: , y4' 1 II- , 1 I {I I M P I III }.a N I•p11 W 0 1 _ �.n S R _ _ z x +l x�e q 10 -f� s a _.__.. __.— � . �. • l 7F _AAH,U IR 0 Q M o �fa aLcl --5;._ Lvs, t0k, I� 1'I- Y IZDM Ir 4" n 14!-0 ' 4u 2! _� Gu D, J I NM "Pl 'TUB�SNWR. i ,di ti D, M�? J W GO5 NV5 \. �_ F X• 2. SIfSiK _2$. FIKIEU 345 14 W%t,lnl �. .�:.GLI _ GL S G I _ _ , _ 1 ,t` _(I•�� I ca o a 4 D �P O a l0 4-© Z , (I T 3(o" PPE —CAST PILJ�s7�fZ GUAR 12ArIL -.,, J V - — — 2) 2 t2 V40 D boy-ED 8M 1 I +�_POU fL .; LdL�1L CALC__-__ SHEET 11 n III �11 201 �4r_O In,-o Q„ JI-II - COLLOU Q PLA > i Ir r` to - � o V211 1 ....... w..W..._:. _...-._..- . ...._ .. ..:3 r wAD-EA CALCLJL-A7j1oNg;- _v 23 Ll 71pIS r FLUUC2 ! ti �\ LIVING /1RCA 2fSg9 - D GAIZAC$r STUB, 93C0 ` a�gQ!1% dg! 3COND FLO02 ; v `g i A%t•U Lp. .�/ oa 1�LIVING AREA GOICa ` ' e¢o` f�kLCON ICS 2oT 04 �Y40 NO .� R c. ;TOTAL LIVIIJG AR4A 2b9 �'�%� ��CO / q+ 2oi(v = ggIs s,F,t/", AR C 0 (1a2AGE 5rarzaCe _ � q 3L S. f 6�+ hONIS 9k ? �` By RGI�E.S. 6ALLANI6S '1G3t 207 1'oo / I q 7o s, rid r�k9r Qg p < OQ. / _..., ?� 707A L AIZC A 5,F, : 0 I a 2%4 �, — 13 �i 41{ 114" I �i. a�l��u I'a I .r J o + Dd^ M < 11.. 2 3 a7 L6 kJ C1.a 12.a G Nil 31 .0 .GENT. lo..p .. 6.O 1 (; eyll.� �•. 11 — , GJ Zj VA 38 I4.p.91 Wjr—lk - o,, / _Pare o km:c / � o �hR 6t JE — U) Y Q% s a s \hJ tpI C/4 @22 bit Q41) ., t J 'N J � ti Y s � `\ <', � �1'S` � �i33•C f` i1. � .,'JS c �, � L•(o / � �.\ IX7 ( .�^a.Y ZCv 5,1!• 1 I .u;,. ua^cca LA Ldd �,j 1 "J J *' t.() — 4 r._ _ .fi .iCtST :. w, c•„ / �l) SS? %� :A15ED {RICK SAEARIH c F1 1� ,y f _5 T�.e'1 p 1- r - _ GOKpCiRED /O` ; I U.ZCA{�_F,�T Ti3 �... 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