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LEGAL DESCRIPTION LEGAL DESCRIPTION: (O.R.B. 704, PAGES 2560-2563) A PARCEL OF LAND LYING IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE PLAT OF FAIRWAY LANDINGS, AS RECORDED IN PLAT BOOK 28, PAGE 17, 17A AND 17B, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, ALSO LYING ON THE WESTERLY LINE OF THAT INGRESS AND EGRESS TRACT KNOWN AS AND HEREINAFTER REFERRED TO AS LEGENDS DRIVE AND RECORDED IN OFFICIAL RECORDS BOOK 482, PAGE 2368 THROUGH 2371, PUBLIC RECORD OF ST. LUCIE COUNTY, FLORIDA AND AMENDED IN OFFICIAL RECORDS BOOK 680, PAGES 1257 THROUGH 1262, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE NORTH 01 '26'59" EAST, ALONG THE WESTERLY LINE OF SAID LEGENDS DRIVE, A DISTANCE OF 142.02 FEET, THENCE SOUTH 84 006'24" EAST, A DISTANCE OF 70.21 FEET TO THE POINT OF INTERSECTION WITH THE EASTERLY LINE OF AN UTILITY EASEMENT AND INGRESS AND EGRESS TRACT RECORDED AS PART OF SAID LEGENDS DRIVE AMENDMENT TO THE POINT OF BEGINNING. SAID POINT BEING THE SOUTHWESTERLY CORNER OF TRACT GC-2 AS DESCRIBED IN A CORRECTIVE SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 542, PAGE 251 THROUGH 261, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTHEASTERLY, ALONG THE SOUTHERLY LINE OF SAID TRACT GC-2, THE FOLLOWING COURSES AND DISTANCES: THENCE SOUTH 84035'58" EAST, A DISTANCE OF 223.27 FEET; THENCE SOUTH 85'41'58" EAST, A DISTANCE OF 314.59 FEET; THENCE SOUTH 65 642'25" EAST, A DISTANCE OF 255.57 FEET; THENCE SOUTH 57 '51'40" EAST, A DISTANCE OF 206.12 FEET; THENCE DEPARTING SAID SOUTHERLY LINE SOUTH 35 05418" EAST, A DISTANCE OF 345.94 FEET TO THE POINT OF INTERSECTION WITH THE OLD TRACT GC-2 AS DESCRIBED IN A WARRANTY DEED AND RECORDED IN OFFICIAL RECORDS BOOK467, PAGE 1618 THROUGH 1623, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 66041'25" EAST, ALONG THE SOUTH LINE OF SAID OLD TRACT GC-2, A DISTANCE OF 301.11 FEET TO THE POINT OF INTERSECTION WITH THE EASTERLY LINE OF THE RESERVE PUD AS DESCRIBED IN RESOLUTION NO. 84-129, RECORDED IN OFFICIAL RECORDS BOOK 442, PAGE 667 THROUGH 672, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 09046'00" WEST, ALONG SAID EASTERLY LINE, A DISTANCE OF 44.47 FEET TO THE POINT OF INTERSECTION WITH THE NORTHWESTERLY LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 679, PAGE 1348, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 47'33'44" WEST, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 133.48 FEET TO THE POINT OF INTERSECTION WITH THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 679, PAGE 1353, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE NORTH 89'05'23" WEST, ALONG THE NORTHERLY LINE OF THE AFORESAID PARCEL AND ON THE NORTHERLY LINE OF SAID UTILITY EASEMENT AND INGRESS AND EGRESS TRACT, A DISTANCE OF 701.42 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 629.13 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID NCk iHERLY LINE, THROUGH A CENTRAL ANGLE OF 90 032'22", AN ARC DISTANCE OF 994,16 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE NORTH 01 '26'59" EAST ALONG SAID LINE AND ALONG THE NORTHERLY AND NORTHEASTERLY LINE OF SAID UTILITY EASEMENT AND INGRESS AND EGRESS TRACT 136.58 FEET TO THE POINT OF BEGINNING. CONTAINING 16.340 ACRES, MORE OR LESS ARCHITECTURAL SITE PLAN REFER TO CIVIL/SURVEY FOR DRAINAGE AND EASEMENT INFORMATION 1/8"=1'-0" REFER TO LANDSCAPE FOR HARDSCAPE INFORMATION WHARD JONES kRCHITECTURE ft North Swinton Ave. May Beach Florida 33444 ioice (561) 706-8960 lax (413) 235-8439 mail rich@darchitecture.com �L. LIC # AR - 0016172 ct +-� U Cd O r� CId r CA 'ONTRACT DATE )RAWN BY RJ 'NECKED BY RJ 'AD FILE NAME \RCJARCH\PGA ?EVISIONS ;ONSTRUCTION 7.05.05 )OCUMENTS �—AMBRIDGE E-IAMILTON LOT— 17 I:r i• :-r'n eIr cr e i ti .r W z 0 10) u N Io I — i 0 O I II II _ II F � II /\ 101 101MCI 10011 ILA - /\ 0 1 Oi 71 O 7' 41 0I L I°IuF_ -1I 1 � �I OI- -1 � I 4' L 0 N 0 1- 1 1/2' --� I,. I10 � , 0 0 _ 0 � I I F ° -10 O C 00 L I °O (D --� ®INpER GATE5 2 LAYS W.W.M. CN&R PAD STEEL. O I- -, 40' x 10' AREA a o ,--TOT 0 1— IGMU DA � O 4' GONG. SLAB ON 6X6-10/10 wm © ® L J O / ON \; L CC"F'^C rp TE(d'IITE TREATED L -I FILL OVER Co MILL VAPOR 151A 3 R IPROVIGI; C.GINTROU JONT5 FER RSC 2001 IRN. RLR E- 0'-0' _ \ RNISH R.002 ELEVATION r - 8" ^D0\1C GRADE MINIMUM O I ® r O OF ROAD IN. AbV. GROwfi- 1 L _j I I L J� 1 I o CMU DAB INGIGATE5 2 LAYER5 W.W.M. CVF PAD 5TEEL E L ® 4" 10' X 10' AREA M 1 ® I I %`; F 00 - o ® I �_—�� I —oJ(D I � L — ° 4_4." 20 (D H.C. 00NOMIID FAITENEAS OR ATTACHMENTS Alt Ng AMMSIBIUTY OF THE 'COWAO'iOR OF Il Iu IF 1 1/2' GARACC O O 0 ® 0 FOOTINGS 16"X18' CGTNC. RTO. W/ 30' pbt MESH AT PP.(dMETM rf"� IF •�e I RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 3 e-mail ncb@darchitecturexom FL. LIC # AR - 0016172 1 1/2' OARAG-F_ — 0 T o �i ESE PLA B AND A PROPO ED WORK ARE 1 CT TO CORK TIONS ;16W C MA BE Of S THAT; NECESSARYIN ORDER TO COMP Y WI H ALL APPLICABLE CODES, W.J � -a'" • U O cyt O �� ��(( �Y ALTLDLNG S"IDffos cOL REVIE'V'ED FOR OD � DI,VIS(I�ON �..+ �! c MEN ER'E B ' T? UALTE PLANS A. D RtiIIT MUST BE KEPT ON JOB U OR NO INSPECTION WILL BE MADE. r� THIS STRUCTURE HAS BEEN DESIGNED '- 1B" AND REVIEWED FOR COMPLIANCE OF FBC 1".1.4 FOR ONE OF THE FOLLOWING: 3' x 3' x 12' c�clNc. FTo INTERNAL WIND PRESSURE - CONTRACT DATE W/ 4- #5 D/Ie,5 EA WAY WINDBORNE DEBRIS PROTECTION /CT DRAWN BY RJ Oto �• o a IMPACT RESISTANCE GLAZING t 1 CHECKED BY RJ COLUMNS 1V1 CAD FILE NAME e'Xe' GONG FTO. W/ L7 C:\RCJARCH\PGA 1 #5 GGfiT. 6OTr - - - - a (1) #5 SCUP GROUTED A5 5`-IOW" 140' O.G. MAXI • O O3 e'x16• MASONRY U.car, COLUMN W/2#5 Fiub^R 56up (3i2GUTED REVISIONS — CONSTRUCTION 7.05.05 • THINEp EIX� X. © ao 6'x12' MA50NRr c1 CM COLUMN DOCUMENTS Ff0 t W/1 #s CONT. W/2#5 REARS Scup GROUTED 8„ O O 3 1/2" X 3 1/2' X 1/4' 51EE1. COLUMN i 12'X12' CONE FTO. W/ Y 2 45 C.CHT. DOrr TUSGAN ELEVATION _ _ _ _ /- - - - - �• (� ® 3 1/2' X 3 1/2' X 1/4" STEEL. COLUMN W/ FR-GA5T COLUMN COVER FOUNDATION O HAP'IILTON ELEVATION 16'X16' MA56 NRY GO,UMN CAMBRIDGE 12" W/1#5 Rr�ARS EAGI-1 GEL- TUSCAN Q EV^11CN 3 1/2' X 3 X STEEL COLUMN G. FTO 12"X24' GON. W/ O ® W W/ Fj2�GA5T COLUMN GQvW 3 #5 GONT. 60TT HAMILTON ELEVATION 16"X16' MASONRY COWMN - - - - - - - - - W/1#5 FEDAR� EACH CELL o ® o• a • o c • O O� D'X20' MASONRY MCM COLUMN W/3#5 Rol>^R9 SCUP ORCUTEp I 24" O'X16' POUREP GONCWM C6WMN O W/6#5 RMAR5 S;Up 61,zOL17Ep ®3 TIES AT 8" O.G. 4' X 4' X 44' GONG FTO. © CAPIWQ003 W/ 5- #5 bAR5 EA WAY fdQiP✓71 JgfS ARL+IIFLnR, HG. O •�. a•� �; � NOPMiLfIF�iFI/V'SGR C myX6CflER = CRM74= THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, n /M WAY W1AT5= WMT ni WerM COW 61' FOUNDATION PLAN Ram M`A' It -d" -4," 19th hole 29' x 14' 12' clg GPTGI'IAL. T40 aVAR F^\/w5 O /4\FEf\ TOTPgL mieHrpP./ 2GSO Sal-T. 0/1 R^C-f GOVF�P ff H TF RE^R Lfx- ^ Y 001 elQ.FT. 70 aGZFT. 51G elQ.FT. TOTP�- fLOOR ^; 4,0-�37 5Q,FT. -64 bed-2 11' x 131 10' clg IF---------------- I I I I I family 18'6 x 20' ray c g 12'/13'-4" I I I I •� 4 77' 0 0 bed-3 is 11' x 13' --R45 -J-� 10' clg IL/ :I A 2--,Nj OV GV 01F ce -U Iwlce, - -� 15' x 15' I i • � UN I L---- -----J i1PW J 2' cl I I - N R45 bed-4 — ISLfv-,o I ► r L------------------J i 11 x 12 10, clg 2'-4'" 4'-a' r 2' O I1' O I 19 ARG+1 0 LOA brk butler's - - _ _ ° 9' x 9r. pan I to�— --------- b I I Ip I 12' chg I I I I dining I — — ----- — — ---- cl door schedule interior 4 9&- 7YYE MATeRAL FRAM C"rNT5 1 2'-B' X 6'-O' FM WCCP VIOG p 2 T-O' X &-0' PHL WO]P WOO7 3 2'-6' X 6' 0' F'IL WC70P WOCIP POCKET Pt k R 4 T-O' X 6-0' PHL WOA WOCP POCKET DOOR 5 4'-0' X &-0' P1L WOE WOOD 6 3'-0' X 8'-0' P'IL W06P WOOF W/ AUTO CLZ 5UFF 7 T-6' X H'-O' 1 F Pt WOOF WO,d7 6I-FGL.p 6 2'-0' X 8'-0' PNL W00p WOC17 d-FGLp 9 T-4' X 6'-0' 5cese FNL W00p WOCp 10 5'-0' X 6'-0' P I- WOOP WCXA exterior 4 52E TYFE MAT1l;aAL FRAf1E GGYMENT5 MA50NRY O E NNO 11 6'-0' X &-01 CH mli-IC.5 METAL 74' X 97 3/0' 12 S'-O' X &-O' GH MTU6L5 METAL 62' X 97 3/6' 13 3'-0' X 8'-0' F ZEN6H MTL/6L5 METAL.. IMPAGr RE55TANT n3fir ss 3b' X 97 3/5, 14 3'-0' X 8'-O' PHL Hrl HM 38' X 97 3/6' 15 &-O' X 8' O' F U5H FNL METAL. HM OH POOR W/ AFFVCP TRIM window schedule IErr-R TO El. EV^TtCH ST" NiP CHEM FOR ^RWEP OR M.^T WNPOW TTF M 52E TYM MATERIAL FRAME COMMEiHT5 MA5MRY CFIINC A 4'-0' X S'-O" 516LB HUNG MTL/EL5 McTAL SS' X 61' D f21 2'-0' X 5'-0 at HUNG HTL/C-,.S METAL 73 4/6' X 61' G (2) 3'-0' X 6'-0' QE HUNG MTL/6L5 METAL 73 VB' X 91 VB' D G-O' X 1'-6' E 4'-O' X 1'-6' TRAMCM MTL/C-L5 METAL 49' X 10' F T-O' X S'-O' 9NOLE HUNG MTL/0.5 METAL 37' X Coo' G T-O' X W-O' 5NCLE HUNG M7VC1.5 M 37' X 49 1/0' H 2'-O' X 3'-O' F72;p QJ18'✓ MTL/CLt -TAL METAL TUSGfW ELEVATIGT•I OhILY 25' X 37 1/&' I 2'-O' X 4'-O' SNCH-e HUNG MTL/C-L5 McTAL 25' X 49 1/6' J 11'-0' X 9'-6' M&P CL^65 MTL 0-5 I METAL ICURV= 6'-0' TALL W/ 1'-6' TRAN56T1 5TCR-FR CHL^5,✓- o II I 5 O" I'-d" 4'-d" 1'- •� _d± I i 12' x814'+ .I G 0 o O ^FCH ARGH F\lfoyerntry 16'-5" C19 '-511 cli iving r{G „� '6 x 18 �i ; I I I 4 C9ay c g - - - - 12713'-4" -- --- L------------ j I N-------- a, L---------- ----I 10-------- 71i O � I off''- o library ARCH -------HI, 12' x 14' I5' 0. 7-4' 5'-2'" 4 2'"I I 1CFM6 NN, T{G TQ'IP � O 12'/13'-4" 1-4, -I ,,,�D �3 O cuss I IL------- --- o ,3 0 ---- O V" I 1j)O O O o --- 0 b j q' rf r\------------------ I I S A-41S �� H 5'-4'" I - Tuecl-v LY 1 `\ master / 1 IL—J 1 r7 ------- I I � O 15'4 x 20'+ 1 ---- I O 1 7-----� 1 tent clg. Q Q ARCH ARa1 ; I I m.bath 1 tb - - - - - �'-d" I ;tray clg f-d} f-d}� I �10711'-4" �/ \\ I. —— --- — — I I I ILy - 12-d" -I I 5- " / \ r---- L-------� O hers, O0 z--------------- -- I I L-----R45 --------LL01 V LY � O O O O O O O O D O0 F � 14'-V" 17-6" -�-nrRAss j3.�.. i- ATTIG L — J 3-car garage 23' x 32' 10'-711 clg IN EM ,s -7" . V-d" .I'-7" II'-V" 0'-A!" THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD V" I 1j)O O O o --- 0 b j q' rf r\------------------ I I S A-41S �� H 5'-4'" I - Tuecl-v LY 1 `\ master / 1 IL—J 1 r7 ------- I I � O 15'4 x 20'+ 1 ---- I O 1 7-----� 1 tent clg. Q Q ARCH ARa1 ; I I m.bath 1 tb - - - - - �'-d" I ;tray clg f-d} f-d}� I �10711'-4" �/ \\ I. —— --- — — I I I ILy - 12-d" -I I 5- " / \ r---- L-------� O hers, O0 z--------------- -- I I L-----R45 --------LL01 V LY � O O O O O O O O D O0 F � 14'-V" 17-6" -�-nrRAss j3.�.. i- ATTIG L — J 3-car garage 23' x 32' 10'-711 clg IN EM ,s -7" . V-d" .I'-7" II'-V" 0'-A!" THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD PrICHAXI)JONES CHI ECTURE 3(' North ray Bead 3winton Ave. Florida 33444 D vice (5 1) 706-8960 f (4 3) 235-8439 LIMAR - 001.6172 ... 4l M �� ct 0 ct O sa�� 4-j O ct ct u4 rA- motor court CONTRACT DATE DRAWN BY RJ CHECKED BY RJ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS .;- CAD FILE NAME .REQUIRED BY FIELD INSPECTORS THATF C:\RCJARCH\PGA f MAYBE. NECESSARY IN ORDER TOAS `COMPLY WITH ALL APPLICABLE COPES REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS FILE C"OPY L E�;pIG ROOMS PROVIDE AN EGRESS ,�DOW WITH ? NET CLEAR OPENING %fj g SO, FT. FOR GROUND FLOORS, 7 SO. FT, FOR UPPER FLOORS, OPENINGS SHALL NOT BE LESS THAN 241H Owl R SILL NOT MOgg THAN 44" ABOV9 FLOOR PLAN 1/4"=1'-0" FLOOR PLAN CAMBRIDGE A-2 1* PAGE 1 OF 1 TRUSS LOADING CONDITIONS ROOF_TRUSSES FLOOR TRUSSES TOP CHORD LIVE: 20.0 TOP CHORD LIVE: 40.0 TOP CHORD DEAD: 15.0 TOP CHORD DEAD:: ; 20.0 BOTTOM CHORD LIVE: 10.0 BOTTOM CHORD LIVE: 0 BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: 6.0'I TOTAL LOAD PSf 55.0 TOTAL LOAD PSF 65.0 t.33 STRESS INCREASE: 1.00 S TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY MPH 120 [TRISSINCREASE: NDSUSING 1BIF TOP CHORD DEAD LOAD AND PSFB0160MCHORD AD LOAD 5 MILES FROM HURRICANE OCEANUNE, CAT. 1, EXP. C (ASCE 7-98) TRUSS HANGER INFORMATION 2004 REVISION N O TE: Check TRUSS ENGINEERING for gravity and uplift values. If the value exceeds the capacity of a hanger shown below, then it is the responsibility of the builder to provide a suitable connection. All 2-ply hanger values are based on a 2-ply supporting girder. HANGER GRAVITY FASTENER ROOF FLOOR TRUSS CONN. upLiFiGIRDER A THD26 2x6 3040 2430 1520 18-16d 12-10d X 1-1 2 B THD28 2x8 3965 3780 2025 28-16d 16-10d X 1-1/2 C THD26-2 2x6 3055 2450 1825 18-16d 1 12-1Od D THDH26-2 2x6 5060 4050 2605 22-16d I 8-16d E THD28-2 2x8 4690 3750 2390 28-16d 16-10d F THDH28-2 2x8 7825 6260 3185 3b-16d 10-16d G THDH28-3 2x8 17825 6260 2665 36-16d 10-16d H THD46 2x6 13055 2450 1825 18-16d 12-1 Od THD48 2x8 4690 3750 2390 28-16d 16-1Od J SKHH26 L R 2x6 1840 1470 1480 it8-16d 12-1Od x 1 1/2" K SKHN26 L R-2 2x6 2040 1630 715 12-16d 4-16d x 2 1 2" L SKHH46 L R 2x6 2040 1630 740 12-16d 6-16d M HTHJ24-18 2x4 1400 1120 7 d N HW26-18 2x6 2680 2145 1655 16-16d '-Isd(H) 5-t6d(J) 0 P PONNECTION.BY BLDR. HN20A NAILS ARE 20 PENNY NAILS W/ ANGULAR RINGS THEY WILL BE SUPPORTED W/ "N" HANGERS I 1 1 I. I I UH26 RIGHT SIDE . ALL BRUN HANDERS 1-5/6• M1D1H I ALL EHIM-z RHANGM 33-1/ TH ALL F.rux-z-N xANams a-7/s'wmlx jHA424 JHAa2a UH26 LEFT SIDE HN20A NAILS ARE 20 PENNY NAILS W/ ANNULAR RING. THEY WILL BE SUPPLIED W/ "-N" HNGRS. ** IMPORTANT INFORMATION *** ALL REACTIONS, UPLIFTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD,NOT THE TRUSS COMPANY.REFER TO THE STRUCTURAL FRAMING PLANS FOR INFORMATION. CD INDUSTRIES IS NOT RESPONSIBLE FOR ANY OF THIS INFORMATION, BEARING HEIGHT DISCLAIMER: IT IS THE SOLE RESPONSIBILITY Of THE ARCHITECT OR PROJECT ENGINEER REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR CHANGES IN BEAM HEIGHTS. CDI BEAM HEIGHT SCHEDULE IS GUIDELINE ONLY. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR THIS INFORMATION. CDI IS NOT AND WILL NOT BE RESPONSIBLE FOR THIS INFORMA710N. FIELD BRACING is not the responsibility of .the truss fabricator, truss designer, or plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding temporary and erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which mays. be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. Where no direct top chord sheathing is applied, trusses must be braced at 24" on center maximum. Where no direct bottom chord sheathing is applied, trusses must be braced per local code. Trusses must be handled with extreme care duringerection to prevent damage or personal injury. Refer to truss engineering for connection and bracing requirements.. These calculations are supplied in order for the ENGINEER Or RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure. Designers of supporting connections are SOLELY responsible for the integrity of their product. Trusses remain our property until paid for in full. Truss layouts and. engineering may not be reproduced in part or in full under any circumstances. .SHOP DRAWING APPROVAL THIS TRUSS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING TRUSS ENGINEERING OR FABRICATION. THE BUILDER MUST VERIFY THE COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR STRUCTURAL PLANS IS THE SOLE RESPONSIBIUTY OF THE CUSTOMER, AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION IS THE RESPONSIBILTY OF THE CUSTOMER AND NOT CUSTOM DESIGNED INJUSTRIES. Approve y. Dade: — . NOTE: Horizontal and Vertical Truss reactions and upplift calculations are provided by CUSTOM DESIGN INDUSIRIES, for the JOB ENGINEER OF RECORD to accurately provide support for the ROOF TRUSS SYSTEM and for proper connection of the ROOF TRUSS SYSTEM to the surrrNy6 rrr4 structure. 0% �G iA *��` ' Slate of Florida Registered Engineer 1,•• MORRIS A. SHASHOUA, P.E., INC. �Q�¢�L•(IF' Gq 11295 Lakeview Drive Coral Springs, FL 33071 -•.'nl . 19554� ' (305) 753-1988 'O Date: O — •^,.. a�n .••........ /oNAL Faa Custom Designed Truss Co. 777 S.W. 12th Avenue, MAILING ADDRESS Pompano Beach, FL 33069 PABOX. 10405 (954) 786-8800 POMPANO BEACH, FL 33069 WEST PALM BEACH DIRECT: (561) 697-9400 FLORIDA WEST COAST, NAPLES, DIRECT (941)430-2880 FAX (954) 786-6804 BUILDER: RICHARD JONES LEGAL ADDRESS SCARBOROUGH ESTATES @ PGA VIL. MODEL, LOT 17 CAMBRIDGE 1r\Wk LTow REVISION: STORAGE SLOT: SCALE' DATE DRAYM BY: Joe NO, 1/4"=1'-0° 07/29/05 MICHELLE 20051323 la1PFMGION W=� SLOPINO OR VERT ca-r LATERAL DR? �� CONT. LATERAL BRACING AS REM GONT LATERAL, PANEL PONT V TO 40' O.CI =01111111111111111 \&00P TRUSS SHALL EV DRAWW ANP IREGTW H ACC -CRP WCC WTH hE '1I'dJ55 PLATE 11151ITUTE' CRAGINO W06P TRUSEi:S COM?NETNTARY A-P RF.C.OI'IMIBNDATICHS, DWf-76. M^CINO IN THE PLAN a` THE hM Ma IDCR'S : A THE TW55 FAC1dCATa2 SHALL PRO X ANP LOCATE CONTINUQIS LATERAL DRAONO FOR EACH TRU56, W37 MENDER As RVaA P D LATERAL CRACNO SHALL DE IRDSTRANEp DY PA&C;NAL DRA.CNO (MH. 2' THICK NOMNA- WMDEP. THIS, DRACNO 15 TO DE CONTII'UOIIi C. A MNIMUM GP TWO ROWS Or pAOONA. DW�15 RFL )IREP ONE AT EACH VERRLA. 4R6 MENDER C_9505T TO MARINO L451CA3a15 THE COTTON ONOR 5 SHALL DC DR^CrP DY CaNTINUGUS, LATF,RA- CRAONO 5PAL2P AT 6 FEET. HALED TO TOP Cr THE DOTCM CNGW PAOONAL 5 PLACIE5 AT 45 TO THE LATERAL DRAWS SHAL DC LOCATrP AT EACH C NP. IF GtAAIHO WCMPS 60 FEET IN LENOTH, PIA0C; NA. DRAONO SHL'AW DE REF'EATEI7 AT 20 FOOr HTER✓AL5 TOP CNORP DRACINO : A F FI-YVX-)CP PECKHO Is APPUrP PREGTI-Y TO TGY OiaRP. PROPM-Y LAPPED MP NAILED TO Pff\A .OP PAPRAC Hr,l ACTIaN DRAO NO 15 NOT REgARED. D IF FURJN5 ARE USED, PACONAL TGF CHOi P DRALINO Is RECVMp AT EALH HNP F DULgNO F,X(YEps 6O FEET H LM161H. PAOONA, DRALi'10 SHOULD DE REPEATED AT 20 FOOT IHITWA-5 WOOD TRUSS BRACING DETAIL N 0 0 0 FF- F UNION��-1.. 11=1 ■ L�a���i�.�P►.!�IT WA! F i F- F I I I 1 II II II 0 I i I I I I I —11-- II C ®MIAMI,®®��Arm\ 0010.rwk,4404 --,� - —. ®-: — GIs; — WWA DC i X n PROVIDE ANCHOR STRAP FROM TABLE BELOW AT EACH BEARING POINT FOR EACH WOOD TRUSS AND EACH GIRDER TRUSS ADEOUATE TO RESIST UPLIFT AS SPECFIED BY THE WOOD TRUSS MANUFACTURER. "SIMPSON" TRUSS TIE DOWN (U.N.O.) MATdC MAVNUF. ^NT1P NIAIL9 TD TRU55 GO-TSPP:LE WGt'P m55 TO GOiRETE TIE DY.AWI GGNNEGnc" HET/ -La 10-40P - 745 # OD c„ -FSON HMAL. 16 10-10P - 1305 # SIYF'.aGiN HETA- 20 5-10p - 1045 # © r, rPSC N f21 Ha, 4- 16 (2) 8-10P - 2300 # 0 51-II'rSCN (2) NETA, 16 (2) 10-40P - 2790 # © ,ITN 1 (2) HMAL. 20 (2) 43-40P - 3200 # © SIMPsC;N (2) HMAL 20 (0 15-10D - 3600 # Q SIMPSON MT'rQOD 24-16P 1- 314' 4455 # IQ Lisp USG, - 2- 914' 6920. # OJ 5MPSC N Hz 6-10P 2- 3/4' 0970 F OK USP USLI - 4. 314' 13040 # . r. OWN --,-.WA, 7 , �• 1 OPOSEDWORK ON OWN O-' ARE SUBJECT 1CORRECTIONS REQUIRED BY ELD ju iki MAY BE NECESSARY IN ORDER TO.;, 70 NEW61111111 A w1who "Pik" Pum LEI 11 1 � ,-,1 Ali - i �, ,.1 1 ,� _,��.■I■ I I � .I�) �I►1.II►��i ®i I. I' I I � .1� � .I• ®I I I ■ I I i ■ �I MEAN I PAWL44 19 1■ICI■❑■ ■I■I■❑e'i',!��+1'i'.�■I�II❑e ■I�II❑o ■I_II❑■ .'i!.':•_%!❑a ■ICI❑■ ■ICI❑■ ■ 1■I■I■I■IC�7■I■■■■I®ICI■I■I■I■ I I / \ 1 I � E O ! ! (g 00 10111Fil L T I II 0 RICHARD JONES ARCHITECTURE I 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich&architecture,com FL, LIC # AR - 0016172, I Ci zI III � VI � al ` E PLANS HAVE kkREVIEWEG 4-4 `� IN ACCORDANCEI F F IJ ORIDA BUILDING CODE, IJ �fl PLYWOOD SHEATHING NAILING SCHEDULE (W/Ni-S ^rip ROOF) NVL,SIZE NvL SPP5NC7 ZONE 8P .. '?°,.0 r E 6' ® INTIE4TpATE SUPPG17Ts A - 20-tr WIND IMPORTANCE FACTOR = 1.0 EXPOSURE ='C' ' U 1 PROVIDE S/S TRUSS SHOP DWG'S AND ENGINEERING FOR AR.CHITECT'S REVIEW AND APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION I 1 CONTRACT DATE CEILING LEGEND CEIJNO HMOHT Rerw TO MIOCR Pf.Ai VAUI TCP RTIT CaL 40 1771. DGUDL?- STEP TRAY GCLINO DRAWN BY RJ CHECKED BY RJ CONCEALED FASTENERS OR ATiACHMI CAD FILE NAME C:\RCJARCH\PGA ARE THERESPONSIBILITYOFTHE CONTRACTOROFRECORO REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS IMAM TIE BEAM SCHEDULE rl^w WE (W X HI FONFORONO #3 5TIRRUP5 azv.. REMARKS TOP MIp DOTT RD 1 5'M2' 2 #5 - 2 #5 NONE WOO. 10'-O' TYP. LOWER ROOF TIE D"i Rf�)-2 60M2° 2 #5 - 2 #5 NONE FraP. 12'-O' TYP. HIQiER ROOF TIE DRAM FFA:)-31 80X22' 2 #5 - 2 #7 ® 5' O.G. T.O. 10'-0' Fa>4 8"X22" 2 #5 _ 2 #5 NONE FWP. 10'-0' RD•S VX26' 2 #5 - 2 #7 0 5- O.G. T.O. 12'-O" ADOvE TRA115OM5 Fit)-6 16' X 1& 3 #5 3 #6 0 b" O.G. T:O. 12'-0' ARGHi P DfAM FT)-7 16" X 46, 3 #5 - 3 #6 0 V O.G. TO. 12'-0' ARGHrP DMAM RD-0 OWW 2 #6 445 2 46 0 6' O.G. T.O. 12'-0' Rt)-% b"X12' 2 #5 - 2 #5 NONE F=P. W-5" TYP. TOWER ROOP TIE DEAM FT)-10 1b' X 25" 3 45 3 #6 0 8" O.G. T.O. 16'-5' RID-11 18" X 21" 3 #6 3 #6 0 a, O.G. TO. V^Rlffel R>ETR TO Q-f-/ATION RD-12 VX20' 2 45 2 #7 0 5" OC. T.O. 12'-0' NOTH51.2,3 F15-13 8"X30" 2 #5 - 2 #7 0 & O.G. T.O. 10'-0' AUOvE OARA'aff L-1 e'-e' FW C^5T UNTa- 1: Hf�5 Aft TYPE T-1 CL0�5W HOOP"' 2. HCbOK TOP 6AR5 36' INTO C.CNQ; TE C6WMN5 3. EXI'ENp TOP AND DOrrO'I DAIR'- 24' PA5T CCHC ETE C6Wr-1N5 ROOD, PLAN ROOF PLAN "HAMILTON" CAMBRIDGE (10 PA1r(Gf M RN15 LR eft HAYMCGfM = CY 11 AV WAY "T..MV VMG1T THE DIM15 WaM CGdir Gf pp-M DM Aa'AilELlllf% It "HAMILTON" Ii4"=1'-0" Vi F7 rOP OP RoaP _ E10 r0� OF e�a�n 70P OF ®Ft1M rOP Di WINDOW' +i-$--d- - FIN FLOOR 5T -AO/+32 TOf'_OF ROOF EL+/ v a- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP c +/ IN ACCORDANCE WITH THE fLORIDA BUILDING CODE, z HAMILTON KEY NOTES AO SIMULATED SLATE (,ON(,RETE TILE ROOF 8" X 8" GROWN MOULDING (FOAM) SMOOTH FINISH © ST UO(,O qU I ONS W/ I"" X I /2/" DEEP REVELS PRE -CAST WINDOW SILL (SMOOTH FINISH) SMOOTH STUO(,O FIN16f1 8"" X 8"" GROWN MOULDING (FOAM) SMOOTH FINISH W/ 3'" X 31" X" RAISED DETTILS OG PRE -CAST TRIM (SMOOTH F l N 16f i) PRE -(,AST STONE WINDOW PEDIMENT (SMOOTtrt FIN 1 Sh) O DECORATIVE SHUTTERS O PRE -CAST STONE WINDOW TRIM (SMOOT-I FINISH) RAISED I X 4 FLU6M MOLDING ON SEOTIONAL DOORS 0 PRE -(,AST TRIM AROUND ENTRY DOOR / GARAGE DOORS PRE -(,AST HEADER ON REAR DOORS (SMOOTI- FINISH) FRAMED 01-1IMNEY W/ FLUE IF FIRE -PLACE OPTION SPARK ARRESTOR TO 1:5E 2' I�1I0I-IER ThAN NEAREST RIDGE WITHIN Id DECORATIVE CMIMNEY IF NO FIRE PLACE OPTION PRE -CAST GAP W/ OLAY FLUE OOVER 4jj SMOO-Fd STUOOO RAISED f5AND6 AT GALE ENDS PRE -OAST MEDALL I ON FRONT ELEVATION "HAMILTON" 1/4"-1'-0" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT s MAYBE NECESSARY IN ORDER TO; COMPLY WITH ALL APPLICABLE CODES: allJlL l-jLL V tv 1 1lJlr "HAMILTON" 1/4"-1'-0" REFER TO FRONT ELEVATION FOR SIMILAR DETAILS/KEY NOTES RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-9960 fax (413) 235-8439 e-mail rich@garehitecture.com FL. LIC # AR - 0016172 ci CC��I O ". - r-0 C� O 03 Cl Q., Cn CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS ELEVATIONS "HAMILTON" CAMBRIDGE M u �6P OF ROOF T FL +7_271-�F 12 EL +1-12--al u uu uu1 00 DO 0 u Ulu DO Ou uu uu uu uu Er[T= T!?t 6L DEM - - - - - - F1 +I_IO`__6r TOP Of WINPONS — — — — — — — — - — — — — — — — — — — — FIN FLOOR - - - - - - - - - - EL O -AD WIND Lo, —44/+"34 Top OF W-AN EL L0Fj OF WSAM — — — EL Top OF WINDOWS -- EL -OLMN - FLOOR 'r EL i rLoil i k< rA THESE PLANS AND ALL PROPOSED WORK 11 ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 00 MAYBE NECESSARY IN ORDER TO:* .1 'COMPLY WITH ALL APPLICABLE CODESA H `LE -all" ATION "HAMILTON" 1/411=11-011 CONCEALED PATENER8 OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD yHESE PLAN) HAVE, BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. ELEVJkTION 141=11-011 UAMILTON" REFER TO FP/)t\17 FI F\/A71/OKI 1=/-,o 61MILAR Pff_TAIL6/r\ffY NOTI!15 sg I"'k . . . . . . . . . . . . . . . . . . . . . . ZW RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@r arc) tectm.com FL. LIC# AR-0016172 +_J ib) cfs W, 'I� ct � CONTRACT DATE DRAWN BY RJ CHECKED BY Ri CAD FILE NAME C:\RCJARCH\PGA REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS ELEVATIONS "HAMILTON" CAMBRIDGE mmm caw. u5w CROFM= ti M WW1AZMaWW H WM WEN C&W 6f OAT J6ft MiWn Ila 5/b' 5TUCC0 ANI5 i GONG TIE Dr.AM 5Ec ROCP FLAN FOZ PETALS GONTINUCU5 GwuaNO window details 9MP50 A35 GLF AT EACH STUD TO T9)% 1/4"X3' TMC61'15 0 1W O.G - 5I A1D NIP FCUNPATGN IREFER TO 1`61,1NPA7116H PLMU 3/4' pA W a AIGHGRS 0 i6' O.G. MAX 14' E'1= MIN. 4' E I= /Wp 6' O.G. MAX FR0 1 SLL ENP5 AND FROM EA SIX O` POLRWAY CFff1 H05 F"PE 3' S4UA2E WASHER interior bearing wall detail 5LL F1-GP5T CQNG CA' (MAfM& TO M SEE. = DY C#TL C4NTRPGTM s9/0,1M FIRE 5TCPMO GM.0 U5P 5rT6 AT EA STUD 18) +Op AT EA 5TUP 2X 51? WOIP DWG WALE, (5ff PLAN) FI(;5TCF `o 0 MAX. 60/6 U5P 5PT6 AT EA 5TUP (6) 10P AT eA STUD pGOR G/SINO 5/8' PPWA-I- CN P.T. 1 X 2 RAWO 51RP5 616' O.C. W/ R-4.12 • 5/8' STUCCO CN e' CMU — # 6 VERr. CROUTEp Q'IU CE,1.5 PW ft1v P.T. 1 X 4 POOR DUCK ATTALHEP TO GONCTa= rW FA5TEHE2 5CHrPULE THIS SHf T pT. SHIM r/r jamb @exterior door 5/8' RZYWAL CN PT. 1 X 2 ft)W IO 5TRP5 0 IV O.G. W/ R 4.2 lid' " 5/8. 5TUCLO 6N V CMU # 5 VWT. (W.OL CHU CMI 5 FER r . jamb window A,UM. V41POW MTL CHANNEL RUNNERS 25 C6AFASTENO AT INTERVALS OF 2 !' 06. ' NON-MARINC> 9 5/S" 6TL.6TLV6 _r AT 24" 06. W6' OYPSLU ALL WARP ON 60TH SIPES O I FASTENED W/NETAL SCREWS NOT MORE THAN IV 06. MTL TRACK RUNNERS p 25 6AFA6TENEp TO SLAG .n AT 2 !' 06. interior framing PROVERS U5a'sPT' wi (a)1op nALs ((4) nACH SIEI ZX WP FRAME WAJ_ o(F5xRTTUpS ®1pp6##' O.G.�) (TaSDAF3�EK VZ' aiUVF AHCHOR5 24' O.G. MAX (ftV PMMT 3' MIN.) W/ WASHER &0 GONG. FI l ED cat W/ 1#5 R� \(zr Ga rr. (uNo) TYPIGA, Ci NC. U-LXK WALL bearing wall to cmu 8p N/VL5 ®6" FROM PLYWOOP TO 01 1; rNp TRU55 8p N/NL5 ® 4' O.G. (2) 16D N/dL5 AT EA� P.PIP EA Dg^G (2) 16P N/ L,5 EA C905O NG� 2X4 LATERAL DRAGINO @ 4W \ D.G. 5M R001 PL/lm GFIUNO 2 X 4 - 24" L.CNO GcTITERE 0'1 OONT. LATERAL Df W/6 - 16P NALS INTO 2 X 6 P.T. 5/8" PP WAL OVER 1X2 FUf;0N(9 2' X 6' 2NP PLR WA1,5 gable end detai P.T. 1 X 3 WNPOW DUCK ATTACHEP TO CON=Tr PW FASTENW 50-MLE 1115 SST ATTACH L.APPR TO TOP CkHOR7 O 0AL3LE ENP TFU55 W/2-16P N/NL5 @ 2'-0" O.G. 2 X 4 L/1 @ 24" O.G. OP NAL5 9-D Co" O.G. 2 X 4 GONT. 2- 16P NAL5 TYPCAL OVERH/N'IG AND EAVE PETAL. 12' a 0AbLE5, 6" a FRGNT PORKIER`' THESE PLAN$ HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA SUILDINQ CODE THESE PLANS AND ALL PROPOSED WOR t ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED By FIELD INSPECTORS THAT I MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES; FAIITINIASORATTACHMENTS d9R fib€ AWMWTY OF THE T.Ei GOUJrIN ( A5 5GHrPU ED ) fDASE (4) /N CHORS OJT 0 4 0 0 ..a 4 . a 4a a .4. a. rO• —47L m.,vC+d• (2) 40P TOE (NALS EA SIpE EA ENP \ tNJC-)N 2 X 4 W/ OA3LE nE IP WCD 2X4 CRO95 6RA0110 TYF. COLUMN : 4"X4'X " TU6E 5TE. TYP., eEff ROOF P_PAN TYP. RASE PLATE : �16D N/JLS ®6" 5ZE AbV. X ' 571A TYP. W/ " HOLES FOR " X 7"MIN. CMDF.pIMENT W>%p(3E VARIES A1'IGHOR5 TYP. (PROVPff F E1 E55 FOR FLAT 6RO. 5L)RFAGE) TOP OF f5EAM 2 - 16p N/JLS \-16P NAL5 0 6" O.G. fDOTT6M G1HORp TFU55 TO 2 X & FL HARpI-PL/WK 5I(71NO P.T. 2 X 6 ATTA TO C01=TE FM FA5TENW 5CHEPJLE 5TUCC.O CH 43' GMU # 5 VERT.. O?a CHU Ca.L5 PAR u P.TIX9TRM jamb @garage door column base plate FT20VPff MIN. 30'X90" G0;2NER Tl f�GAL STEP DAFT HGbKEp POW'I INTC9 CELLS #s rDAR(5� cGN-nNuous IN G6NCFr-TE FiLL.ED "LINT tDGNPLDff t1(5) (e.,FI. SGHEpULE) tie beam change in elev. /Y'F (S`E 56 ROB p STEE 57RA' (� FRA1ING PLMIS) SIM 11F WA L SEG (IUi FGR Tpj H� Ov£WmeCCNP CN RICHARD JONES FASTEN 51UP5 To PrLTCP FL Wi U5P ARCHITECTURE 5PT61U' 5TRA' W/ (31-10P NA,5 EA Sp: WOOP FRPME WAI, GF 5TUp5 4X6 51Up5 AT 16' 306 North Swinton Ave. O.G. MAX s/e' THICK STUCCO OvW PMW DA Delray Beach Florida 33444 META, LATHE ON 113132' CPX 7FL,,� voice (561) 706-8960 FA5TEi C.T. T. TO EA 5TW/ U5P Rm 1`70611 i 1 SILL PL. TO O.T. fax (413) 235 8439 STR/W W/ (81 lop NNLS FA q D _ w/+Gp GA V. 6 e-mail �cb@�architectue.com NALS OP OG. SCHEP. FL. LIC # AR - 0016172 eff SHGP W^WNC% VJ i kneewall M ct chimney detail o INTENPfP To 5HOW FRAMING AND ('IETHGP OF ATTAGHMENT ONLY O REFER TO ELEVATI0I'15 FOR pf,9(3 I Q-5"O;t7E nr.E Rci:ic 0? 97g7 ATE ALE .� Q OVf.R 064 HOT l�r,�.l� (']J i♦ /'1G7P OIL ?O# BLL73 fZT OIL' 6/6' 577ZJ67WAL 6t;,0tTHlh'O 6?vff 42 � w�p 77dJ5�5 l ow �p GYP. C1J FIH5H 6Y / 17L HAT 6,/VYn£i5 R--?O l/�/l/1 TIGri MA�G%JiE 57R/W /� RGY.F 7�lYG FL/VYi 7)PYrev- rn a p CEVA0 /�4= Ram F)e^n"G FLAN) (2) cam /-#/,/ W/ I fS CONTRACT DATE /v7L r1w aLIEF + x PT. DRAWN BY RJ NAUP? 6VW ? X 6 95G CHECKED BY RJ TO. 7C CFE W1 0 CAD FILE NAME C:\RCJARCH\PGA TT4r Sr6p B' O.G. L47? f HGR !'-G 5/B" STUDIO Old TQ 1 7YP GOf�T G7Y �F-R,{gZ7YG, Pi1Ft72- hVP/1L Lf 7H Llrf , rwn w REVISIONS WpW HGR HY. e- O" CONSTRUCTION 7.05.05 ccrY7dn�ai5 DOCUMENTS 50wr YTS �Lur�r/ur1 wr/c1�w W/ kExp OLL 0/0, OYP 47P. l"5H eV IAV F. T. 114wtiG 47 16" 06. W/R45rAW_J7k7Y Gi15T G07Yq� SL7. 57L/G!.00fVYq(YG ' 6kW f1ez57Y7affV^77e," 6?' LY 4. 7HK C YG FLGk�,R -11-AL> 6/6" STUGr.O 1"5H Old 6" GM.U. GGiYOilE l-�7hW (56� )-6V1P^7k7Y PL/V Y) LW7a 1p STL/G!O MHY R a typical wall section " DETAILS (0 CGPIRQHT 9003 ROi/� � raaall�cn� NG. HOPPRrO'IFMF1) 69PMft N P1'11' WAY WWAT50M WIHLUT K WfE6 WEN GaWir OF A-6 L G-I=H fRf4, GOH STRU GTI OH 1. ALL WORK DY A.L TRADES TO Dff COMPLETED IN AGG BAN GE W TH A_ _ Al"'I.IGADI.E GOPES 0RpINA16E5, 5T/NNDARp5 OR RE51 RICTONNS WHETHER INPGfiTEp ON THE FLAN5 OR NOT. 2. GOfNTRAGTOR TO VtFFY THAT ALL REQUIREP APPROVE s PERT/NNING TO THE PROJECT HAVE DEEN 5ATei iIUP PRIOR TO 6OMMEi1GEMEHT OF 60115TRU6TOH. 4. VFIgf=Y /ALL PIMEN50IN5 IN THE F1E(A PRIOR TO DFf'NNING CONSTRUCTION. USE FIGURED PMENISION5 ONLY DO NOT 5CALE THE PR^WNO,5. (NOTIFY /\RGHITEGT IMMEPIATELLY OF ANY VARIATON5 01 THE 6015TRUCTON p0CUMfa1T5 ANp OR SPEOFIGATONS). S. APPLY AND/OR I1`15T/4 L ALL PROPUGT5 AND MATEFRIAL5 ACCO PNG TO MANUF14\GTURER'5 FucD,ueHEp IINSTRUGTION5 OR, IF NO IINSTRU6TON5 EX15T INSTALL PER STANPARp INIPU5TR1' FRAGTGE. 6. 5JDMIT A COPY OF THE GO(NTRACT DOGUMffNTS 155LJEP FOR PERMIT DY THE DLJIL PING PffFARTMENT, TO THE /\RGHITEGT PRIOR TO START OF GON5TRU6T0N. 7. AU_ PIMffHeAON5 ARE NOMINAL.; TO FACE OF STRUCTURE 0. ALL WNPOW ANp POOR 9ZE5 ARE NOMINAL VERIFY MANUFAGTURf�2'S ACTUAL AND ROUGH OFENINO PIMEN5ON5 q). ALL WNPdwS ANp EXTERIOR DOORS SHALL DE WEATIHER 5TRIF'PEP. WNPOW UNITS eH/N_L P15PLAY L.ADEL5 SHOWING WTH THE APFLJGADL.E GOpE5. 10. cOINTRAGTOR'S 5GOPE OF WORK INGUUpE5 ALL GONSTRUCTON NEGEeo5ARY TO /,GCOMFUSH THE INTENPEP RESULT IT Is NOT THE INTENT OP THESE Ft / 15 TO eHOW EVERY PET/NL Gf= 6ON5TRUGTON. 11. SHUTTERS REFER MFGR'5 5PEG1FiGATON RIND SHOP PRAWN05 FOR INSTALLATION AHD GONNEopoN PETAL-5 /ALL. SHUTTERS 5H^L_ DE REVIEWED AND DY THE ARCHITEGT 01= RECORD. eHL)TTERS SHALL MST ANp GOMF1_Y WTH F.D.G. AND 5A71SFY THE REQUIREMENTS OF pApE COUNTY PRODUCT APPROVAL HUTTER5 SHALL 6E PROVIDED AT ALL WNPOWS POOR5, AND GLA55 DI-OGKS OF05 UNLESS THE WNPOW, POOR OR GLASS DLOGK HAS AN APPROVED PIROPUCT APPROVAL NUMDER ANNP COMPLIES WTH 16\LL. REQUIRED TE511NO5 12. REFER TO PRAWN65 FOR CHASE L.06ATON5. 14. ALL INTERIOR WALLS ARE 3 5/8" METAL 5TUP5 (25 GAUGEI AT 24" O.G. UNLESS OTHERW5ff HOTER 1G. ALL 0LA55 15-,f0' t DOORS AND ffHCL 05UFJ Es TO f,-E TEi''IPER P 5A1=ETY GL^55 17. WNNOOW MANUFACTURER TO VERIFY ALL WNPOW OPEfNINGS AT FIELD PRIOR TO WNpOW FL^@MENT. WNDOW SUPPLIER TO V6FY ALL EGRE55 WINDOW LOGATFON5 5AT5FY APPLIGADLE GOPE5 PRIOR TO FL.AGEt IE1T ANP NOTIFY / RGHITEGT O- ANY P15GQ�ANGIEs. 10. NO GIHAN0E5 OR 5UD5TITUTION5 SHALL DE MAPS WTHOUT WRITTEN APPROVAL FROM THE ARCHITECT 1°�. SUDGOINTRAGTORS TO 5UDMIT SHGi� PWG'S TO 0V./11R FOR ARGHITEGT'S / EI IGiNEER'S APFRROVAL. 21. SHOUL P THE 5GOPE OF WORK FOR ANY REASON NOT W FULLY INPIGATED ON THE GOHTRAGT pGCUMENT5 THE ARCHITECT 5HOUL.P DE GONTA.GTff7 IMMEDIATELY 23. PRIOR TO THE 50DM1556N Of ANY DID5 THE SJDC T1TRAGTOR5 SHALL VIST THE FROJEGT SITE NIP VERIFY THE ARGHI1EGT5 PMffNSOINS PETALS, AND INFORMATOIN PERTAINING TO THE F'ROJEGT. IF ANY OR CONFNJCTNG iwcRMATION, ARE F5T_ Q_ T, THE 5UDG0HTRAGT0R5 5HALL NOTIFY THE OWNER IMMEDIATELY. ANY DISGREPANGY, OR GOINFUGT NOT DROJO-IT TO THE ATT( N710h OF THE ARO-NITEGT ANP OWNER PRIOR TO THE FINAL DID eUf( )MFIeaal SHALL DE THE RE�ONSDIUTY OF THE SUDGOINTRAGTOR5 ANP NO ADDITO(NAL. COST TO TIE OWNS. 24. THE SUD6OHTRAGTOR5 5H^A _ INGUUpE IN HI5 DID ALL WORK INEGE55ARY TO A55URE THE PROJECTS GOMPUANCE WTH THE M05T 5TFINOUNT RffIR_Mff_NT5 OF THE APFUGADLE GORES. 25. THE SUPCCC6NTRAGT0R5 SHALL REI�ER TO THE AFPROFj;�ATE SHOP PR^\AAN05 FOR INFOFRMIATOIN RELATIVE TO THE DUIL.PING 5TRUGTURE , GOLUMN5 , FLOOR A.Ni:�) ROOF FRAMING. 26. THE GOHTRAGTOR SHA.L DE RE5FONSIDLE FOR ODT/NNING AND P5TRIDUTINO ALL CURRENT pRAWNO5 TO ALL 5IJD6OHTRA0TOR5 ANp VtNPOR5 DURNG THE PURATON OF THE PROJECT THE CONTRACTOR SHALL M/JNT/NN ON 51-15 IN A GONVtZIENT LOCATION, A cOMFL-ETE SET OF THE 90NUP AND 5EALffP PERIMIT DOGUMENT5, INCLUDING ALL THE LATEST REV15ON5 APpff1PUM, eHOF DR1\WN05 ,AND A5 MAY DE REQUIRE FOR FROF'ER EXEGUTON OF THE PROJEGT 27. THE CONTRACTOR eH^LL 5GHEPULE AND COORDINATE ALL WORK WTH SUDGOITRAGTCR� ,✓iJFFUERS VENPORs ANP .:FEOALTY C�ONTRAGTORS 31. UPON GOMPLLTON OF THE PROJEGT THE GOINTRAGTOR 5-FA� FROVIPE THE ARCHITECT WTH A SET OF A5 DUILT PLANS. EGRE55 WNPOWs 1. W1POW5 SHALL DE OFffRA3LE FfROM THE INSIDE WTHOUT THE U5E OF TOOLS AND FROVIPE A GLEAR OPEININO OF NOT LE55 THAN 20" IN WDTH, 24" IN HEIGHT AND 5.7 50. " IN AREA. THE DOTTOM OF THE WNDOW OPQ ZING SHALL DE NO MORE THAN 44" GFF THE Fi.00R. NO PART OF THE OFERATIN0 MEGI 1ANISM 5HA-L DE HIO-HER THAN 54" AF.F. W NPOW'S 1. ALL GLAZING AT HAZARPOU5 LOCATIONS SUCH AS TUD, SHOWER ENCLOSURES WNPOWS, ETC. SHALL DE GATEGORY '2' 5AFETY OL^e5 POOR`' I. ALL GL.AZIfNG AT HAZARPOU5 LOGATONS C-;UGH AS FRENGH POOPS SHOWER POORS ETC. SHALL DE GATEGORY '2' SAFETY GLASS. sTRucrUR�L Ho-res * DESIGN LOADS: ROOF (DL+LL) = 5S P51' FLOOR (DL+LL) _ k5 P5F (LIVING AREA IF APPLI(,ABLE) WIND VELOCITY = 140 MPH GODS /4\Hp 5TIA\Np^Rps 1. THE FROJEGT WAS PESG(NEp IN WTH THE 2001 F.D.G. MANUAL OF 5TANpARP PRAGIIOE FOR pETAUNG RQNFORGEp CONCRF-TE STRUCTURES (AO 315/LATE5T EDITION). NATIONAL PESGfN 5 ffOFiGATON, WOOD C.GN5TRUCTON Nps/L^TEST EPTION. DUILPING COPE R'QUIREMENT5 AND M^50NRY 5TRJCTURE5 (AO 530, 530.1/A56ff 5, 6/LATEST EPI116N5). REFS TO ARCHITEGTURA_, MEOHANIGAL OR ELEGTRI6A_ PRAWNCf FOR 14D11OINAL p5='RE550N5, FINISHES, INSERTS DOL.T5 5ETTINGS P"NS REGLET5, ETC. DEFORE ORPERNG ANY MATff-RAL5 OR DONG ANY WORK THE GONTRAGTOR SHELL. VERIFY ALL MEASURE" ffNT5 TO PROPERLY 5ZE OR FIT THE WORK. NO EXTRA CHARGE OR GOI 1PENSATION WILL DE ALLOWED DY THE OWNER RESJL TNG FROM THE CONTRACTORS F/JLURE TO COMPLY WTH THIS R`QUIREMffNT. DI5GREFANOE5 SHAD DE DROUO-T TO THE ATTENTON OF THE ARCHITEGT AND ENC-i,NEER DEFORE PROGEEPI(NG WITH ANY WORK- 2. SECTIONS ANP DETAIL✓ ALL DETAILS, 5ffCT6N5 ANP NOTES SHOWN ON THE DRAWINGa ARE INTENPEp TO DE TYPICAL AND STALL APPLY TO 5MILAR STUA7noN5 ELSEW-IERE UNL E55 OTHERW5E SHOWN. FOU H p^Tl ON I. ALL. SITE PREPARATION AND EXCAVATION WORK Is TO DE PERFORMf P IN STRICT ACCORDANGE= WTH THE RfGOMMENDATOINS ON SOILS AND FOUNDATIONS INVESTIGATION FREPARED DY AN AFFROVFP TESTING LADORATORY PRIOR TO FOUINPATOIN WORK 2. DOTTOM OF f=0 TING5 A55JMf P TO DEAR ON SOIL G/AF/6 ..E OF SAFELY 5JPPoRTNG 2,50o PSF. 3. 501-5 SUPPORTING ALL FOOTN05 MUST DE IN5FEGTFP ANP APFROVEp DY A RE35TEREP 5OIL-5 ENGINEER Dff`ORE GO''IMENONO WORK APPROVAL IN WRITING MUST INDICATE THE SOIL 15 ADEGdJATE TO 5AFtLY 5LJ5TANN SPECIFIED SOIL DEARNG FRE5euf;J E. 4. EXCAVATION 4 DAOKFiLL: ALL EXCAVATION SHALL DE KEPT PRY. EXCAVATE TO DEPTHS AND PIMENS6N5 INDICATED. TAKE EVERT' F-RffCAUTON TO GtJARp AG/NN5T ANY MOVEMENT OR 5ffT1LEMENT OF ^PJACENT STRUCTURES, UTILITIES PIPING, ETC. FROV Pff ANY DRAONG OR 5HORING P1ECE5SARY TO AVGTp SETTLEMENT OR DI5PLAGEMEHT OF EXISTING FOUNDATION OR STRUCTURES. 1. MASONRY UINI75 eH^LL DE A57M C '�)O CRADE N ADOVE GRADE WTH MINIMUM GOMFRE55VE STRENGTH OF 2,000 P5 ON NET AREA OF INDIVIDUAL UNITS. ALL- O-1U SHALL DE L/NP IN A FULL DEp of MORTAR IN RUNNING DGiND (U.O.N.). 2. ALL MORTAR SHAD. DE TYPE SOR TYPE M) IN AGGORpANGE WTH A5TM SPEOFiGATOIN C270 WTH A MINIMUM GOMPREG�VE STRENGTH OF 1,6500 PSI AT 20 PAYS, (2500 WTH TYPE M). 3. GROUT SHALL, DE A H165H SLUMP MIX IN A0GOR7ANGE WTH A51'M of EOnCATON C476 HAVING A MINIMUM OOMPRE55VE 5TRENOTH OF 3,000 P5. Go -IGRETE I. A L. CONCRETE s HALL DE READY MIX, HAVE A MINIMUM 0L711FRE55VE STRENGTH GF 3000 P51 @ 28 DAYS AND HAVE A MINIMUM OF 517 LDS OF CEMENT FUR GUDIG YARp. 5UJMP5 SHALL. DE 4" MINIMUM AND (�" MAXIMUM. 2. ALL COINGRETE WORK eH/N_L. COMPLY WTH THE REQIJIfRffMffNT5 OF THE AO DUILPINO GORE (AO 318/LATE5T EPTON), THE AO PET/NUNO MANUAL (AO 315/LATE5T EDITON), ANp THE 5FEOFIGATcN5 FOR STRUCTURAL GGINCRETE FOR DUILpING5 (AO 301/LATE5T E PI-nom 3. CONCRETE COVER FOR RQNFORONG 5TffHL SHALL DE A5 RE6VIRa7 DY THE LATEST AO SFE09GA711OfN5. 4. WELDED WRE FADFdG: SHALL GOMPL.Y WTH A5TM A 105, UNL.E55 OTHERWSE SPEOFifp. FLAGS FADRG 2" CLEAR FROM TOP GP THE S,Ab IN S,Ab ON GRADE AND SUPPORT ON SLAD DOL57ER5 SPACED AT 3'-O" O.G. S. ALL RENFOROING STEEL.. SHALL DE MANUFACTURED FROM HIGH STRENGTH DIU ffT STEEL GOTNFORMING TO A5TM PESGNATOIN A G15 GRADE GO. Co. LAP ALL DA4;Z5 MINIMUM 40 PIAMETER5 UNLESS OTHERWSE INOTEP ON pRAWNG5. LAP ALL WWf A MINIMUM OF G INOHE5 (UNLESS OTHIERWSE NOTED). 7. REINFORCNO DARS AT OUTepff PAGE OF GO(dNERS OF CONCRETE WALLS, DEAM5 AND GOINTNUOU5 WALL FOOTINoea MATCHING HORIZONTAL DARS X 48 DAR DIAMETER DENT DAR FOR EACH HORIZONTAL DAR 5OHE:PUL.ED AT THAT FACE. ALL HOOKS `..N- -TOWN IN F5NFORGEMIEfNT SHALL Dff ^0 REGOMMENpE:p HOOKS UINLE55 OTHERW5r NOT:p. 0. GOINCRETE UNTEI..S. DROP DOTTO-1 OF REAM AT WINDOWS DOOR P"1'Ip 1A50HRY 0FENIN05 A5 REQUIRED TO PROVIDE A GONORETE a_OSJRE DETWf<EN THE DOTTOM OF THE DEAM AND WINDOW ANp/09 DOOR HEADER OR PROVIDE A PRECAST CONCRETE UNTEL DY GA5TGRETE. MAXIMUM DROP SHELL- DE 16" (TWO DLGL'K GOUR5E5) AND 5PA41 EGZU/AL TO MA50NRY GPENINO WIDTH. PROVIDE 2 #5 AT DOTTOM OF PROP INO--PING #3 TES @ 24" O.G. EXTEaNDINO TO TOP OF DEAM REINFORCING. IF THE LINTEL EXGEEp5 THE ABOVE LIMIT OF DROP, A 5EPARAT P LINTEL SHALL DE PROMpEp AS FOLLOWS. L1. OPENINO LESS TH/VN G'O" WPE 8" X 0' W/2 #5 BOTTOM DAR5. L2. OPENINO DETWEFN 6'0" AND 12'0" 8" X IQ" W/2 #Co DOTTOM DAR5. IF THE MA50NRY OPENING HA5 AN END ADJACENT TO A GONGRETE GOUJMN PROVIDE TWO #5 DOWELS A5 THE GA5E MAY DE, IN THE CONCRETE GOLUMN WITH SHff/-F KEY 1-1/2 INCH PEEP DY UNTEL'5 PEPT-1 ANP WIDTH FOR ITS SJD5EQUffNT GGN5TRUGTION. REIHFORGCIHO I. ALL CONCRETE ANp MASONRY FILLED CELL REINP0;ZO5 NG SHALL DE IN ACCORDANCE WTH AO-530 AND A0-3163. I''IEGHf\NIG/'NL *ALL WORKMANSHIP AND MATERIALS SHALL f5 IN STRICT AGGORDANCE WITH APPLICABLE NATIONAL, STATE, LOCAL GORES, RULES AND ORDINANCES, AS WELL AS MANUFACTURERS sPff8mc^TION5 * ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAYS (CONDUIT) WIRE, INSTALLATION, CONNECTIONS, ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR CONDITIONING/ELECTRICAL BANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. * ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED AND CONNECTED UNDER THIS SECTION OF THE SPECIFICATIONS. * MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR AIR CONDITIONING EQUIPMENT, ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. * AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COv1PRES56R AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTATS, ETC. * 56HEMATIG A/G DLYT LAYOUT INDICATED. • REFER TO A/C CONTRACTORS DRAWINGS FOR MECHANICAL LAYOUT. * A/C UNITS ENERGY EFFICIENCY RATINGS SHALL BE COORDINATED W/ THE ENERGY CALCULATIONS AS REQUIRED BY THE STATE. * PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE DRAIN AND TRAP. SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS. CONDENSATE DRAIN SHALL 13E SCHEDULE 40 P.VG. RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@rjarchitecturexom FL. LIC # AR - 0016172 CONCRETE COVER BOTTOM TOP SIDES V* MINIMUM SLOPE SHALL BCn E 1/S"' PER FOOT. 11 * ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FOOTING✓ 3" 2" 3" U APPLICABLE NATIONAL, STATE, LOCAL GORES, RULES AND ORDINANCES. REAMS 1 1/2" 1 1/2" 1 1/2" * DRAWINGS ARE DIAC-RAMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF CO LIMNS - - 1 1/2" FIXTURES, PIPING, EQUIPMENT, ETC. CC3 `5 ADS 3/4" 3/4" 1 1/2" * ALL WORK 511A1L BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE J�(� WITH THE PROGRESS OF CONSTRUCTION. VJ J • rl EXTERIOR S,AD 3/4" 1" 1 1/2" o /�-� * VERIFY LOCATION, SIZE, ELEVATION AND ALL EX115FING UTILITIES PRIOR TO WOvli TRU�J�cJ $EGINNING OF CONSTRUCTION. ADVISE ENGIN.FR OF ANY DISCREPANCIES. * PLU I5ING CONTRACTOR SHALL VERIFY All SPACE CONDITIONS AND DIMENSIONS the !� 1. WOOD ROOF TRU55 AND Ft 00f� TRUSS ARE TO DE pE51G1'IED FOR THE AT J0� SITE PRIOR TO FA�RIGATION AND INSTALLATION OF MATERIALS AND , WOOD F/�dGATOR DY A PROFE55IONAL 5Ff.OALTY ENONEER EG3JIFIENT. U REO5TERED IN THE STATE OF FLONRPA SEALED GALGUL.ATON5 AND * ALL HOT AND COLD WATER LINES SHALL BE COPPER TYPE 'C FOR UNDERGROUND ERECTION DRAWNGS ARE TO DE !�0DMITTEp FGR AFF'RO\/AL. TRU55 AND TYPE 'M' FOR ABOVE GROUND INSTALLATION WITH SILVER SOLDERED JOINTS FAE)RIGATOR TO FROVDE FREFAIGATEp HANGERS AS RE C�IJIREp. * ALL PLUMBING PENETRATING FIRE RATED ASSEMBLY TO MAINTAIN MINIMAL 4-j OPENING NOT TO EXCEED 1/2" GRFATER THAN LDIA. OF PLU 151% IN ORDER TOFILE COP'i,,to 2. SEE ROOF PLAN FOR ADDITIONAL TRJ55 INFORMATION. RETAIN ASSEMBLY RATING. WOOp Dff/A\f;:1 H G Wf\LLs = * USE STRUCTURAL GRADE WOOD WITH A MINIMUM FIBER BENDING FB = I600 PSI, 0GWP/ V IG I / V Ip G0N51RUr 10N U * PROVIDE 2x4 STUDS AT I6" OG. UNLESS OTHERWISE NOTEOGGUPANY = R3 D ON DRAWINGS. PROVIDE CONSTRUCTION TYPE = V 2x4 P.T. BASE AND (2)Zx4 TOP PLATES UNLES<-j OTHERWISE NOTED. PROVIDE A MINIMUM OF (3)Zx4 AT ANY OPENINGS IN BEARING WALLS IN WHICH END CONDITION IS NOT GALLED FOR. * PROVIDE MIN. (2)Zx4 JAMB STUDS AT BOTH ENDS OF WINDOW OR DOOR OPENINGS UNLESS OTHERWISE CA11ID FOR. * ALL EXTERIOR WALLS AND INTERIOR STUD WALLS AS NOTED SHALL BE BRAGEp WITH 16 GUTAGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM TO TOP PLATE. ATTACH BRACES TO TOP AND WFFOM RATES WITH (3)16 PENNY NAILS. FOR INTER- MEDIATE NAILING USE S PENNY NAILS. * ALL HEADERS OVER WINDOWS AND DOORS SHALL BE (2)'LxIO'S NOT TO EXCEED A 6"-d' SPAN OPENING. * ALL CORNERS SHALL BE FRAMED 59-IP WITH A MINIMUM OF 3 STUDS * ANCHOR BASE -PLATE TO GONG. W/ 1/2" PIA. ANCHOR BOLTS @ 24" OC. * PROVIDE MOISTURE RESISTANCE BETWEEN RAIE AND GONG. H 1'�\I`I pI G^PF'Ep GORE 1. DESIGN 15 Is GOMFLIANCE WTH T-IE FLORID^ FANR HOUSING ACT AND L^V ANS 550TION 117.1-11�)6ro COPE. 2. GONTRAGTOR TO ENSURE GOMFUANCE WTH THIS COPE AND REPORT ANY PI5GEPAINOE5 TO THE ARCHITECT IMMEDATELY. ELEGTF I GAL H OTES I- ALL EXTERIOR RECEPTAO�5 5IA_L M WEATHER FROOI' AND Gfl. 2- ALL GARAGE, bATHROOMi, AND IN (G) FEET OF ANY SINK SHAD DE A OFT 3- ALL EXTffPOR P5GONNEG7 5WTGHff!5 SHALL DE WEATHE:(R 3" FROOF. 4- ALL 5TANpA4RP UGHTING FIXTURES ARE TO DE 5ELEGTEp DY OWNER AND IN5TAU EP Dl' f.LEGTFdcAL CONTRACTOR 5- E.G. SHALL GOORPINATE METER ANP 5WTCHI03EAR LOGATON5 WTH LOGAL POWER COMPANY. C- ALL. UG-ITNG ANP Rff TACLE5 SHALL DE INSTALLED IN AGGc�ANGE WTH ALL LOCAL 6OPE5. 7- ROMEX MAY DE SJDSTTJTEp FOR WR'c ANp CONDUIT SYSTEM FOR Q" VrR DUIL.pING INTERIOR ONLY. EL .GTRIGAL GONTRAGTOR eHALL IN5TALL EQUAL WRE 5ZE DA5Ep ON PANEL. WRE pff5GRIITION. 8- PROVIDE TE HANDLE FOR DISPOSAL. AND PISHWA5HE9 ORGUIT DRE/a\r S' %- ALL SMOKE DETECTOR`' SHALL DE INTERGONNEGTEp AND TIE TO KITCHEN LJOHTNG ORGUIT (NO 01 L^V 10-5MOKE DETECTORS SHA.L DE 110VOLT HARP WRED WTH DATTERY DAGKUP AND INTERGOfNNEGTEP. L^V 11- COORDNATE WRE 5ZE FOR AHU WTH MEOIANIGAL CONTRACTOR 12- ALL DffPROO" IS TO DE ARC FAULT ORCUIT INTERUPTER we THESE PLANS HAVE SEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 3' vrR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ? ` MAYBE NECESSARY IN ORDER TO ' COMPLYWITH ALL APPLICABLE CODES; . A CO CONCEALED FASTENERS OR ATTACHMENTS + ARE THE RESPONSIBILITY OF THE CONTRACTOR OFXUAD We TUb u - pW Q' P.5iHK CO 3" 3" K �L 2" VTR ?* jL 2" VTR L^V� l `c _ rL_. Tub 3" 3, co co 4" Q" r161 SANITARY RISER PAGRAMATG - REFER TO FLOOR FLAN FOR ACTUAL FIXTURE GOUNT 4" "l/ N CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS NOTES NO PART OF Urg R^P OR GM'r MAY W C=, U6Ep OR W-Ma P n n WAY WAT5041? V1HCUT ni DOM6 M rIN Caiwff G` fdaM JQt5. P%FIlEG1U(iE, M DUILPING GORE REQUIREMENTS FOR R5NFORGEP CONCRETE (AO f 318/LATE5T EDITION). Lo W z 0 ,W) a 'I ST. LUCIE COUNTY ST, LUCIE COUNTY I .- BUILDING AND ZONING DEPARTMENT BUILDING AND ZONING DEPARTMENT 2300 VIRGINIA AVENUE 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 34952 FORT PIERCE, FLORIDA 34982 561-462-1553 . 561-462-1553 UCT REYIE AFFIDAVIT rH�SEk4N5 DESIGN CER-IFICATION FOR LD AC INOD OMPLI,4NCPROD E � ARESUg�ECrND44Z p ROppi PROJECT NAME: _5G.a2.PXa0oc7 OFFICE USE ONLY THE FOLLOWING PRODUCTS WILL BE. INSTALLED IN THE STRUCTURE LOCATED AT: Y,& �8yF/,F� RR,, rj CPA' STREET ADDRESS: @ r� hilt lE PERMIT NUMBER: - - PERMIT NUMBER: - I1,, ORP�'Y•e, �s`,ARd/y Qr0` ��',��^ CONSTROCCUPAUCTION TYPE R3 I h, CONSTRUCTION TYPE V OWNERS NAME yOWNERS ADDRESp [OT 'A`��AA,fJZ/Q,��RQ�Ri'Q CONTRACTORS NAME +G�'�A � --MOu _� CONTRACTOR5 AIPDRESS f��ic-t�A+-i'�w'tiiE='S 44Cc CERTIFICATION STATEMENT: ,;w,r, "r<�" >. PRODUCT RATED I CERTIFY TO TGE BE�fi OF MY KNOWLEDGE AND BELIEF, THESE PLANS, AND SPECIFICATIONS HAVE SEEN DESIGNED TO ' `;, PRODUCT DESIGN PRESSURE MANUFACTURER MODEL NUMBER METHOD OF ATTACHMENT COMPLY WIT,�I-THE APPLICABLE STRUCTURAL PORTION OF THE BUIL ING CODE CURRENTLY ADOPTID AND ENFORCED - ~. , Y, S„ ;aLl £COUNTY. I ALSO ':.FRIIFT THAT THE STRUCTURAL ELE ENT, -DEPICTED ON THESE PLANS PROVIDES ADEQUATE ' , 7 / _76 q T&M SERIES 605 1/4" TAPCONS X 1- 1/4" CONCRETE EMBEDMENT '"R SISTANCE TO THE'uND LOADS AND FORCES SPECIFIED BY CUR N7 LODE PROVISIONS. _,.,_, WINDOWS MIN. MIN 4' FROM CORNERS AND 8'.O:G. TOP, BO-TOM AND SIDES CLUSTER OF 4 AT HEAD AND SILL OF MULLED WINDOWt FIXED GLASS I .6C� 7 / -76.4 TSM SERIES 33& I'14" 7APCON5 X t- 1/4" MIN. CONCRETE EMBEDMENT. 4 FROM CORNERS AND 3° CC, TOP, BOTTOM AND SIDES D£- F AM�,ETERS C_45SUMF,70NS USED: (PLEASE CHECK R COMPLETE APPROPRIATE 50k_) o / -175.4 T$M SERIES 230 1/4" TAPCONS X I- 1/4 MIN CONCRETE EMBEDMENT SWING DOORS MIN 4 FROM CORNERS ;ANDS O.C.TOP, BOTTOM AND SIDES X X (FRENCH) CLUSTER OF 4 AT HEAD AND SILL OF MULLED DOORS/WINDOWS I. FLORIDA BUILDING COME 2001 EDITION ASCE 7-98 s - ;s X _ 7 - 67 THERMA-7RU FIBER -CLASSIC /4 CONCRETE EMBEDMENT. - 3. BUILDING ING"NEIGHTr SS 20 CCU 04 TIN ENCLOSED IN BUILDING TESIGN EN 140 MPH 3 SECOND GUSBUILDING _ SWING DOORS •6 MIN 4A FROM CORNERS AND 8 O.C. TOP, BO YTOM AND SIDES D D SPEED ., - (SOLID CORE) 1 .rrt-1..5I11fND``POSURE CLASSIFICATION B 1 6. AVERAGE WIND VELOCITY PRE5*URE ON EXTERIOR FACES OF STRUCTURE ,25 PSF OVERHEAD +46 / -52 WAYNE DALTON #g300 5/16 X 5/5" LAG SCREWS AT &" O.C. °� r° A 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRJC URE N/A PSI (GARAGE lmo 8IMPORTANCE/USE F . ACTOR L@ JN° (GARAGE DOORS) S'� y h r .,fi,,yyX g Fr 0 5_ LOADS. FLOOR N,A PSF RCC4F/DEAD I'EF'2?OF/LIVE SO,( PSF GRAVITY ROOFING MATERIAL 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE X YES NO (IF NO, ATTACH EXPLANATION) TUSCAN REGAL 'S' 41.2 HANSON 02 �916 m9 (2J 10-P RING SHANK NAILS PER TILE � AVC, !tea l No IL i IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) I X YES NO (IF NO, ATTACH EXPLANATION) HAMILTON VICTORIAN SLATE 35.1 HANSON 02 0709.07 (2) IO-D RING 5HANK NAILS PER TILE a 12. ARE COMPONENTS AND CLADDING DETAIL PROVIDED (CHECK CINE) X .YES NO (IF NO, ATTACH EXPLANATION) #2#O FBC DIRECT MOUNT zr,' 13. MINIMUM SOIL BEARING PRESSURE: 2500 PSF SHUTTERS: 14® EXP-C MADDEN AS WITNE55 BY MY SEAL, I HEREBY CERTIFY THAT THE INFOfZ14TIC INCLUDED WITH THIS CERTIFICATION IS TRUE AND I HAVE REVIWED THE ABOVE COt-IPONENT5 AND CLADDING AND HA APPROVED THEIR USE IN THE STRUCTURE CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. TO PROVIDE ADEQUATE RESISTANCE TO THE WIND. LOADS AND FORS SPECIFIED BY CURRENT CODE PROVISIONS.. .. TION NUMBER: AR-0016172 NAME: RICHARD C. JONES CERTIFI ATION NUMBER: AR @016172. NAME: RIGHARD C. JONES GERTIFIGA D --._., _ai�alm4. _..-----"--__�. � - CON( EALED DATE 4n4/@4 �• '- -' ✓ ° ARE THE FASTENERS OR ME RESPONSIBILITY ESP ATTACH —F S + CONT ONOFRE ORD `i � R4CTOR W i G-€t�D1e C k AeZ e c OFRECORp Aga Q�-t �•� � �'�e��-y, III Y a a 12F ,. .._ .. ?9v cifi.3A••— a?]8 RICHARD JONES ARCHITECTURE 306 North Swinton Ave.' Delray Beach Florida 33444 voice (561)1706-8960 1 t' fax (413)L235-8439 e-mail rich@r architecturexom FL. LIC # AR - 0016172 a y ct .aka C bJJ" Q t ct .II V'^^ Vl M CONTRACT DATE DRAWN BY Rd CHECKED BY Rd 0 CAD FILE NAME C:\RCJARCH\PGA t REVISIONS CONSTRUCTION DOCUMENTS 3/2-2/v i WIND I�WIRG G r 10 ?1_ ® uxrtaarr VM (dQ W� JAGS A%KIEWM tVA n tIOPMiGPhE�fl/'I��Qt `.� ° MAY tti LGFN 1� OR h t f WAY WIATTaa VMT WT161 (fir CF fdC+IPf� JRf.`a /�1i1fA11(� tiG. JiL f� A' ml 0111111111414 Ve e p p Qb -a g ® 9P °— \AP Cm — ,., _ \ RICHARD JONES - - - ARCHITECTURE --— — — — — —— -- I \/ 1 1 / 306 North Swinton Ave. ~ ha Beach Florida 33444 � � I � �—� � Da y -- — - - __ � Q Q4P \'q�—_L \�` `\\\\ // voice (561) 235-8439 i — _ fax (413) 235 8439 — , \ e mul nch@i7arc}lltechue .com -�- /-� � /7-I--_�♦ r� 1 ♦ I �\ I +.� `_ \ . S.CaG1CTOPW/} `�`_ O/r \ \ \�-------- _--_-- _ \ FL. LIC # AR - 0016172 I I \ I I 1 I I I I ib♦ I 'A p \ 3 I I � 1 I \\ \♦ \\ �/ I I \ I I I ♦/� I / I I I` 1 Iv i0♦ 1 I / I `I \ I qp I I I � \ � \ � _ � �' i I i � ♦/ � �.�c ��.,♦ add' 1 ��11 , LL u - - I ♦ - / ALL BEDROOMS OUTLETS ARE REQUIRED/' '` TO BE AF l PROTECTFtiD (2002) NEC/" — � v - - /' / THESE PLANS AND ALL PROPOSED WOR)( - WJ• N ARE SUBJECT TO ANY CORRECTIONS 1® U REQUIRED BY FIELD INSPECTORS THAT �� `o/ ♦ \` PROVIDED ELECTRIC f / \\ DET CTORSWITHB BATTERY BACK - UP IN ALL SLEEPING ©—— AND ANDSTA STAIR LAN DIN GS ___ s__� WIRED SO THAT THE ACTIVATION OF ECTORWILLAGTIVATEAALL. ------- Tal- J/ / vv `v v�-------------- r---------� 1 250 AMP'S - C.CMFL)TED LOM T^DLE GKT. r42AFMENT b� W1M LOAD (Wl CKI 9a)IR IETIT DFe^KER WRE LOAD (WI 1 AHU #1 60A / QP 6 10,000 2 4 A-U #2 -90A / 2P 10 6.000 3 5 A/C 41 40A / 2P 10 6 ® NG 4-2 40A / 2P 10 7 RErT 0W^TC)W FREERR r2e2A IF I IQ 1600 10 PRrm 30A / 2P 10 5000 11 20A / 1P 49 1S00 12 13 QOA / iP 12 1500 14 G7`W `'HP,12 20A / 1P M 1200 15 WAr„ 1�iW 20A / 4500 16 OARGAOE p1GP. 20A / IF 12 17 MI Ay£ 20A / 1P 12 1200 16 pATH OM - 20A / 1P 12 4500 19 WATER HEATER 25A / 2P 10 4500 20 EX1ga0,2 m 20A / 1P 12 4600 el 22 p rCHtV UGHTInO 20A / P 42 1200 23 OVEN 40A / QP B 6000 24 GOA / QP 6 0000 25 26 Q7 a:I LTO. 3.5GO X 3 KW /5F. 15A / 1P 14 11100 Qg (SN LTO. 15A / 'P 14 2% 31 32 33 � 35 37 96 39 40 =TRA - VAC 41 1 S^f?ff 42 SPARE -------- 4U b I I L----- -----� / �— --- —- .ram'.*-. ". / ��—��.♦� qp t- --- \ I \ \\@ — 60 36.925 2S,100 I I I — i -a 6 TOTAL 62,025 - .7 p p _ W7 pRST 10,000W V 100Y ........ 40.000 fit'IANpER a 401 ......... -.___._ 13,810 13D VY _— VY - F- �� _ C 17,50OW ® 1OOr ........17.500 6UD-TOTAL................... _.___..�._..41,310 \ F-1 — -1 I I yJ N �y I TOrA. c6MUTEp LOAD 41,310 W / 240V - 472.12 0t-IF5 ( i0 Y 0 ELEGTRlC//N' LffG-EIdD -¢- 5UTa=ACC MCUn7Ev UoHT @-%4.CATHeR FROGF 13M R=!FrAaE K�- WN.L rl01lTCP UCHT �� GRQJHP FAJLT N74; ;VF-rW FtM-T^aZ /O♦ ® 22o-VOLT Fmi-r^cLp \/ RECff56EP HKH HAT A.Afd'I PMIEL �RLOJ RV=M VMGR FR06P LUHT 5f. r.,-URFACC HGUHTED FwoRma'IT RXMze Ofd'AKER PrW R. \f� ftZCrFae Merge Fwomscm-tT RTnURe JU'IGf 6N DM EI MAY P5CMNMCr PA M O mws/ T FAH [ .J PEPCATCP P5C6HHVCT PAieL 5WTCH ROUTr.P WRC m -d M.CPHONr JAAC 3 WAY 5WTQ1 44V 4 WAY 5WTCH Z TELEV901 JACK JA01 PH-W 5WT6H cwff5 -0 POOR ECU. O7 THM105TAT -0 PUSH CUTTGTI-oARAGE PR CPM-W 5 O 5'1GKE PMWTOR 49f- nne SWTcH A3 \x^rHpz FRccp 5Wrai OARAm POOR O°CHeR GmcATEP F$cePrACL2 PAPPLE F/W VJ=LZX Wal-t^CLZ W/120 ewrcH AcnvATrp Frzt p-r^az �� I I / � i �♦ �,/ I I i� I I i♦ I I �♦ �.� I I II � f I � I // `\�--- / \\----J / / L `- ---- qp y � MAY BE NECESSARY IN ORDER TO . , s r Ww� COMPLY -WITH ALL APPLICABLE CODES p � } THESE PLANS HAVE BEEN REVIEWED -i;:: IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 250 A 3 #2/0 - 10/ METER IN 2! OONP. O p FN A aso n PROVIDE V, EMPTY O, MAIN FEED FROM FP & L. cond. 1 #4 TO G.WF Ivry iFVT 1G� TO— — 1 #4 TO 5/0* X 10' _ = ON-V, CROUPID ROD FtR PIED 250-61 ELECTRICALRISER CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ELECTRICAL PLAT CONTRACT DATE I' DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS ,I I ° i I; Fo 1� 1 11 CAR41ER.g.5 HRU YES/N01 NO HEATER K. W @240V01 TS 10 HEATER BK 60 REFRIGERANT & DRAINLLVE SIZE 718 & 318 314 SEER SPECIFIC INFORMA DESIGNATED R 120 TOTAL CFM 1850 TOTAL COOLING 58,500 SENSIBLE COOLING 41,800 CU MODEL NUMBER 38BRC060 Q DIMHXWXD COMP FLA-LRA 321169 FAN HP FLA 114- 2.0 MIN -MAX AMPS 41-60 Q WEIGHT LBS 285 HU MODEL NUMBER FB4ANB07000 FAN HP-LRA .112-.0 WEIGHTLBSI 196 DIMHXWXD 24 1116X22X6 A:C.C.0 ANCHOR WTH 4PINTS SHOTHOT INTO CONCRETE MIN. 1\- PENETRATION 4" CONC. SLAB .C.U. ANCHOR DETAIL 3/4"=1'-0° 1ON 2~ :<�;'ti 2 MICAlffiRlEl HRU YEsA w NO 4112101 HEATER K.W. 024OV6LTS 5 1HEATERBIC 35 REFRIGERANT &BRAIN LINE SIZE 5"c` 3/8 SEK& SP CIFIC INFORMATION DESIGNATED , ER 12.0 TOTAL..CF 800 TOTAL COOLING 23,200 SENSIBLE COOLING CCU MODEL NUMBS 38B CO2431 DIMHXWXD 22X23X23 COMP FLA-LRA 8.5--43 FANHP'FLA 1112 IN MAX AMPS 15 WEIG)IT LBS 118 �ynr m� JWV� MODEL NWBER FA4ANCO2400 FAN HP-LRA 1141.8 WEIGHT LBS 98 rl - j DIMHXWXD 48X18X22 I � PLUMBER TO RUN 1 1/4" PVC DRAIN UNDERGROUND TO BE 1' FROM HOUSE. r GENERAL MECHANICAL NOTES 1 THESE NOTES ARE SUPPLEMENTARY TO WRITTEN SPECIFICATIONS AND OTHER RELATED CONTRACT DOCUMENTS. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND BID. FROM A COMPLETE SET OF PLANS AND SPECIFICATIONS. .DRAWINGS ARE DIAGRAMMATIC, FIELD 2MEASUREMENTS-SHOULD BE MADE PRIOR TO FABRICATION OF DUCT, PIPING, ETC, OFFSETS, AS REQUIRED, .SHALL BE,PROVIDED, 3 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES AS REQUIRED TO AVOID CONFLICTS. 4 ALL WORK SHALL CONFORM TO THE APPLICABLE LOCAL, STATE AND NATIONAL CODES, 5THE THECONTRACTOR. SHALL INSTALL ALL AND ACCESSORIES SO THAT IT IS READILY ACCESSIBLE FOR SERVICING AND/OR REPLACEMENT. 6 DOORS SHALL BE UNDERCUT A MINIMUM OF 3/4' FROM FLOORING TO PROVIDE FOR PROPER :RETURN AIR OPERATION,, FLEXIBLE DUCT RUNS SHALL BE INSTALLED AS /. STRAIGHT AS POSSIBLE TO AVOID UNNECESSARY PRESSURE LOSS. ALL DUCTWORK TO 13ER-6 8 ,FLEXIBLE DUCTWORK SHALL NOT SAG BETWEEN SUPPORTS, AND WILL NOT BE STRETCHED OR 'CRUSHED' TO FIT INTO A SPACE WHICH THE DUCT WAS NOT DESIGNED FOR. ALL JOINTS WILL BE SEALED PROPERLY TO REDUCE DUCT LOSS. 9' FIRE DAMPERS WILL BE INSTALLED ONLY WHEN 'REQUIRED BY ALOCAL OR COUNTY BUILDING CODE. WHEN REQUIRED ONE FIRE DAMPER WILL BE INSTALLED AT EACH SUPPLY 4 RETURN AIR PENETRATION BETWEEN ONE —HOUR FIRE RESTRICTIVE CONTRUCTION AREAS ONLY) I.E. ATTACHED GARAGE AND THE RESIDENCE, DETAILS ON FIRE DAMPER(S), MANUFACTURER 1 NAILOR INDUSTRIES MODEL NUMBER, D-0110 TYPE DYNAMIC DAMPERS TO BE IN 22GAUGE METAL SLEEVE. THAT IS MOUNTED TO THE FRAMED OPENING WITH A MINIMUM OF 3 #12 SCREWS PER SIDE. 1 ©THE ARCHITECT SHOULD EXAMINE THE HVAC PLAN FOR CHANGES. WHEN NECCESARY WALLS OR CLOSETS MAY BE RESIZED BY THE MECHANICAL ENGINEER TO PROVIDE PROPER SERVICE REQUIREMENTS AND TO ALLOW FOR PROPER INSTALATION OF THE HVAC SYSTEM. THE MECHANICAL ENGINEER IS NOT RESPOSIBLE FOR MAKING SURE THE ARCHITECTURAL CHANGES HAVE BEEN MADE, 1 1 ALL EXHAUST VENTING WILL TERMINATE THRU THE ROOF. DRYER VENT 'SHOULD :26 GAUGE PIPE AS PER LOCAL CODE, DRYER VENT NOT TO EXCEED 2 5'., 1 ALL UNITS SHOULD HAVE OVERFLOW PROTERCTION DEVISE.