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HomeMy WebLinkAboutARCHITECTURAL SITE PLANI� 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 84006'24" 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 85041'58" EAST, A DISTANCE OF 314.59 FEET; THENCE SOUTH 65 042'25" 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 35 054'18" 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 BOOK 467, PAGE 1618 THROUGH 1623, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 66"41'25" 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 RFSERVE 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 O; LAND DESCRIBED IN OFFICIAL RECORDS BOOK 679, PAGE 1353, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THENCE NORTH 89 005'23" 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 NORTHERLY L.d.'E, THROUGH A CENTRAL ANGLE OF 90 03222", 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 P REFER TO CIVIL/SURVEY FOR DRAINAGE AND EASEMENT INFORMATION 1/8"=1'-0" REFER TO LANDSCAPE FOR HARDSCAPE INFORMATION y en cq - 0 y CNCJq r q � -0 1 n �5 0 C- 7-0 0 9 co to ����C n ��o� $off $ SCANNED. BY "T LUCIE COUNTY 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 V� Q � r O h f) "; O � � ?A", CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS TUSCAN LOT-2 1 ICI U W F W z 0 IM) u a r L J a O FOOTINGS 1G"X1e' CIONC. FT W/ 3#5C':NT 30' PDI- MES-I AlFUR v D 3' X 3' X 12' CICNC. FT0.. W/ 4- #5 DAB"' EA WAY b'Xe' GONG FTO W/ 1 #S GGNT. DOTT 8" e'Xe' mIGKENEP EPA PTO. W/1 #S GGNT. S"I 12'X12' C.CNC. FTG. W/ 2 #5 C6NT. DOTT 0 12" 12'X24' GONG. F"T0. W/ 3 #5 CONT. DOTT 'F-----a--o----- " o "•DD 4' 24" 4' X 4' X 14" CONE.. PTO. W/ 5- #5 DABS EA WAY H.D --1 4' TREATMFN'T RE0Lnp''n F_ —- ® F_ 5 tt LI-_IJ LI—I-1 '" II'-k'" \VI 00 00 O O O o O O\� L==,� ----- r��IJ ` ---- I I� 7" (D I I F_ I I � L 1 1 L FIN. FUR EL. 0'-O" -6� FINISH R GF7R MrVATIO 1 e" ALOvE g2ADE MINIMUM ANP 15' MIN. ADV. GROWN GP ROAD 7" INPIGATES 2 LAYERS W.W.M. OVER PAD STEEL 10' X 10' AT�A n I � F 4" C.GNG. a"Ab ON CcXCn-10 10 W '1 ON WELL GGT'IPI%C E Tr4RMl TREATEP I FILL Ov1 R G MILL VAPOR 6 W l— PROVIP15 GGNTRGL JONT5 f tR F6G 2001 0 0 0 \ 0 \ I -A'" �I I� L _J N. m- COLUMNS O(1) #5 e6UP cWCU-W A5 SHOwN 14e' O.G. MAXI 61X1G' MAC RY U-00<1 GGLUMN ® W/2#S RMAF!' SG1JP ORQJTEP © ICJ W/2#S REDARS SUP = 10 4" © O 3 1/2' X 3 1/2' X 1/4' STEEL GG1-UMN fi 4 O n II.JI o � TUSGMI ELEVATION L J ® 3 1/2' X 3 X 414'LUM STEEL GGtUMN E wi F�cn5T sT ccwnN COVER HAMILTCN ELEVATION 4WAra' MAeCNRY CCWMN W/1#5 REDARS EA.GH CELL TU5cAN ELEVATION 3 1/2" X 3 X L JM STEEL UMN W/ PRUGAST COLUMN COVER HAMILTGN ELEVATILI-I 1e"X15' MAe 'IRY C.GLUMN W/1#5 RED^R5 EACH DELL I \ o °I (2) # 7 VERTICAL THIS CCWMN ® 0 10 Q H.D 7_4," 101 L — � II TERMITE TREATME REQUIRED ®I � I — — — I o I I OI O G I� 1 o L L—� J I — J I I L----7_J 1 4 ®I N-1 C O� 1 1/2" OARAG-Q � J ass — W_a" THESE PLANS HAVE BEEN REVIEWED -�w' f C WITH THE FLORIDA BUILDING CODE. 3,__4," CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD i o I I Of- 101 1=1O O L J ---- 0 pso 03�F3 DEAfaNG WALL -- J ST. LUCl COUNTY BUILDING DIVISI( O REVIEWED FOot REVIEWED Y O O I DATE L PLANS AA PEOR NO INSPEC CCD 0 I O THIS STRUCTURE HAS BEEN DESIGNEC i AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOW O O INTERNAL WIND PRESSURE — 1 WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING 0 / 0i 1/ a_7" FOUNDATION PLAN RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@ljarehitecture,com FL. LIC # AR - 0016172 al ct c � O cd P..i 03 Cn CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA REVISIONS , CONSTRUCTION 7.05.05 DOCUMENTS FOUNDATION ASH13URY © CGPIRQiTQ003 fdpM JUia?fzRMGIl.Rn M ny0�y?pr�Rr/cF�WX�y��R�A/i�55 6R�0{�L�y1gs� 1 V \I W C W W C9 F I`t.1M..1/ IN N1Y WAY WIAT56W W UIT 1QFtEaE� W�IT�II'I�CQtm GF �1/411-11-011 _4." N bed-2 a 14'6 x I 10' clg O O^^ 19th hole 17' x 25' '^ 12' clg 7/8' STIJaO CVR Ft) MTL LATHE CM 5/8' EXr QZ^pf, FtyW — - ARCH Is MOPE - /4\ SQUfVIE F00T^0E ^f;zE^ TOT/' F1N1C-:IED ^/C 3350 5.FT. 0^RAGE OOVfREp F-NTRr RE^R L'0CV0^ 64°> 261 54& ` gaff. elo'FT. 5FT. T0T/6 L FLOOR P\Rr-^ 4.00& 5.FT. door schedule interior + 512E TYFE MATMAL FRAf1E G(ME-IT5 1 2'-b' X 6'-0' W.Z;U.f✓ F L. WOGP WOGD 2 3'-0' X 6'-0' FTCZ55 FNL WOGP WOGP 3 3'-0' X b'-O' FBGL'� FNL- WOGP WGGP POCKET POOR 4 T-b' X 6'-0' WJ' RiL WOOP WOGP F'OCKL r POOR S 4'-0' X 0'-0' REZff`.f FM WOGP WOOD 6 3'-0' X 6'-0' FEC1555 PHL WOGP w0cp W/ ALTO QaJwl 7 2'-6' X b'-O'.F F1'IL WC WGI.'P CAI-FGLI� b 2'-0' X b'-0' PN . WOOF w0cp b-FCLp % 4'-O' X b'-0' FNL WC. WOOF I D-FGI.p 10 W-0' X b'-0' WA056 FNL. I WOGP wom I b-FOLD exterior # 512E TYFE MA1 RAL FRAME COI`VIEIIT5 MA6 iW CFrNm3 11 6'-0' X 43'-0' FR!NCH MTL/CL5 METAL 74' X %7 3/b' 12 5'-O' X b'-0' ffFZNCH MTL/GL5 METAL 62, X 97 9/6' 13 3'-0' X 95'-0' F(4M-IGH MYUGL5 METAL IMPA.cr gTZA5T^mT F-CW55 38' X %7 3/6' 14 T-O' X 0'-0' FrZV55 PI -IL HM W 96' X 97 3/b' 15 46'-0' X b'-O' FLUSH FiL MET/ - W CH POOR W/ AFF'UrP TIdM window schedule IU TO M.M/A71CN SrdZ /VrV a-WM r R iWZHM GR R,"AT \41POW TTFM 1' 512E TYPE MATAaAL FRAME GGMrrNT5 MA5G1'I9r GFENINO A 4'-6' X 5'-O' SINC I-r HUNG MTL/0.5 METAL SS' X 61' D 1(2) T-0' X 5'-0' 5"(AB HUNG MTL/c5L5 METAL 73 1/6' X 61' G (2) T-O' X 6'-O' SII10LE HUNO MTLJ0.5 METAL 73 1/b' X 91 1/0' D 6'-0' X R-6' TF16f15 xl MTL/Gi,5 METAL 79' X 19' E 5'-O' X 1'-6' TIR^05 'I MTL/(3L5 METAL 61' X 19)' F 3'-0' X 5'-0' SNCXZ HUNO "TL/CQS METAL 37' X 61' G T-O' X 4'-0' 9NCLr- HUNG MTL/C L5 METAL 97' X 41P 1/0' H 2'-O' X 2'-0' Flip C ,A55 MTL/GLS METAL TUSGAIi Iq LvATIoi 25' X 25' 1'-6' X T-0' rl= A"A% MTI./GLS METAL HAMLTON ELEVA-1716N 19' X 93, 5i35 MEfff5 ECFZ5 Eew-ya bed-3 12' x 12' 10' clg LL N &-O' / %' O P0T5tiELF FROM 6-0' TO 13(- a" I 12'-7" V" family room 17' x 20' 12' clg brk 0 9' x 9' 1 12' clg pO C ,I I I I �1--7--- 7-d" 13 MEET5 BeFF-55 O EC:RE55 bed-4 12' x 12' 10' clg 1��r'p�+`!;7;71��J�_� ^—,� V" i en I 1 1�Fg2'i b tler's 0 0 z \\ / J p ntry 1 4 PW03 > > u \ \ \\�O 9 / /' 'FRAME COfV'1S • tfj-to C .ii I dini fr 1 1 MT 12'/ Il. -411 O 1 i % o N --1 --- - — — ` 4 ' HIC1 bJ W/ WOG171^r eCH / O 1 I I F------, 11 c liv ng , I ° o er I 1 1 141= 18' 1 1 I I = y I foyer I 012 j 1 i 1 n I 0 1 11 5 clg 1615n C1 I I 1 12 /f-4 , I,. I 1 I g I I I I I 1 1 AL T40 C♦ P^M J --- o Ul 107C 0----=1 ----J 1 1� ou I I• N wALL s I I° ---------- 1 \ aster hers I 5 1 16'5 x 18'6+ /' I I I 0 \ `\ tent clg. /' i I O I NDVM 1 \ / IJ.1 5'-S- - dressing �a0 m.bath 1 Knm his i ��^������\ Y�o z--------------\-'1I I --jol 1010 Ol' 101 0 10 01 0 O" O Ob6GURZ 55 OO " O � OI 101 101 0 1 X, I AHu-1 Rfs Ll-_2�j O/+ I I I II-+U-12 7 u� Wic I ATTIC cart storage VrNASHg2 LT r 16 E l� pm� 7-6'" I I 3' k"t 2-car garage 20' x 28' 10'-711 clg Z V--O" FILECOP Fy 10 A9y .�lc►yo�C,)Ac,� 9 9900i 0 m O ZPA motor court N THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail richoarchitecture,com FL. LIC # AR - 0016172 4� � (j ct 4� ct O +� O Ct a �J] CONCEALED FASTENERS OR ATTACHMENTS 'fl ARE THE RESPONSIBILITY OF THE - CONTRACTOR OF RECORD CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME SLEEPING ROOMS PRO IDE AN EGRESSC:\RCJARCH\PGA WINDOW WITH A NET CLEA1 OPENING OF 5 SO. FT. FOR ROUN FLOORS, E 5.7 SQ. FT. FOR UPPER FI.00RS SHALL NOT BE LESS T SILL NOT MORE THAN AN 2 4" AB OPENINGS 'H OR 20' VE FLOOR. REVISIONS CONSTRUCTION 7.05.05 111 O 0 ----------- DOCUMENTS \\\ library 0 1 ,/' 0 1 \13' x 13' 1 tent c1g. /x\ I FLOOR PLAN \ 1 x 0 N ASHBURY ------------y � O 7-2'" O 3N I i� © CGYiRC'TIT 40M R6HM JaM /RGHIWM M HOPPRTLF1HM�HA SLRPMM MAYWCaW,, LUP MMIXIM 1i MY WAY "T5a'vtR WHCUT H MrdTlfTl CaWT a' ROM fiats. /'Ra 1TMW,n K FLOOR PLAN 1/4"=1'-0" BUILDING CODE : F.B.C. 2001 ROOF TRUSSES CHECKED FOR 140 MPH WIND WIND EXPOSURE C ASCE 7-98 J3 J3 J3 II J5✓� n J7 0 I J7 5-8-0 J7 I I J7 n n J7 ✓� @ J7 J7 11 C7 S J7 I I i J7 (I 5-8-0 IY �Erl 3-0-0 O oGT7 r� v JTP m �9 OPTIONAL CHIMNEY PLEASE VERIFY THE PITCH HEEL HEIGHT , OVERHANG CUT OF OVERHANG, FASCIA ETC. WHICH AFFECT THE DEATAILS OF TRUSSES IF IT IS NOT MARKED UP, CUSTOM DESIGNED TRUSS CO. WILL ASSUME THE DETAILS GIVEN ON THIS TRUSS END DETAILS ARE CORRECT. 25-6-0 1-4- = H 1 III m nI w III FN- H HiN- II O o 0 M o CD d 0 I O.@100" J J JL JL1-1L JL J_- U _JL _JL -- r 2-0-0 L °1 CEIL. @ 12'-0" r — m L _ r — O fV III L — J1 nI 1-4-0 3 y nl ✓S W 0 GT3 r u II 1_JLnlnHJNNN0CN1L JL JL JL JLLZJJL JIII ______=—==E11 FG1 T53 COL. @ 10'-0" J n T52 r T50 _J NIL w Illr T49 U 40-7-0 L nlr I CEIL. @ 12'-0" T48 CEIL. @ 12'-0" IL f T47 NI T46 ............... 344..... V. _I ULI 9......... . ::::.:.'::. J N V H L I ...T.......'r:: tit. FIII VJ B TOM 12 :.':: t'3t'.. 1 _ TC @ 18 r , _ ...::::.:'.:':': — — °1 r WG2 Jw "�t�l®I■I■I�LI�I■■I■I■I■ j ( �,I■I■�iwl■■I■I■III-/11�r��Ir1 �11r-l�l �t�1�i1� " is II 3 7 ✓ — — II :::';:' U... 5 F I - I, m J7 _ '' J7 u ...... J — W 11 N ap '.'. .;. ':'!:' '.': U J7 2 S r:� :.... Q 11 '..' ....... '.'.' ......::. :: .'.':O '.' :'.'.� N J7 F- H� .'...:k .......( .,...�.� ...... p .... T� ......H :.•: •') H /H :';.5.'v: i'::•: i::i• r:•rr :i•r. :'. ':: .�............ rir :i': c:': J7.................. y........... .... �.y. ...'.':::. ': r: : '::. .W. •�.• 5 J3 2-2-0 53-3-0 100.4-0 �u i N T 0 6 ,o O (V laJ �J J Q' W aaW mY CEIL. @ 12'-0" J W U 71 T J1 LU b o I— Ua U BLD U Q 23-0-0 I 1 I I J7 1-10-8 II J5C/ < u L r II T14 L f- T13 I L r H15 L r H14 8-0-0 L Dr 11 H13 1�1 H12 APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT CANTILEVER HEEL HEIGHT = 6" 12 BOTTOM = 2X4 MIN 6�� TOP = 2X4 MIN 2XB FASCIA BY OTHERS 1'-6" ROOF TRUSS END DETAIL Z-Z J1 II .ttJ..... :.�'..:I .... ... '.':: ('::: r �, .. ::.. I: :....IPA �.... ..I ................ �p .. �'.5.. .. :' tom•..: .. f l'.:. ...... ....... . J.. . :• .'::. / ...I......... . • :• n n II TRUSS LOADING ROOF TRUSS LOADING • FLOOR TCLL 30 BCLL 10 TCLL 40 BCLL 0 TCDL 15 BCDL 10 TCDL 20 BCDL 5 LUMBER INCREASE 1.33 LUMBER INCREASE 1.00 PLATE INCREASE 1.33 PLATE INCREASE 1.00 . TRUSS LOADING CONDITIONS o o r` 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: 5.0 TOTAL LOAD PSF 55D TOTAL LOAD PSF 65.0 STRESS Ihir.RFASFr d 11 STRFCC IACRFdCF• i nn � lS HAVE BEEN REVIEWED I,< ANCE VJITH THE FLORIDA BODE, 0 v o Q * c m m tz W m C :E r*+ iv :4 z m rn a rrilm -4 C a WW Q 31 �zm00 vir Mrn=2O cn •'.',4u � 7�C CONCEALED FASTENERS OR ATTACHMENT ARE THE RESPONSIBILITY OF THE O CONTRACTOR OF RECORD cV N MIAI\.i♦fal-J1�1��ri�I T.B.@ 10'-0" T.B.@ 12'-0„ x x x x x T.B.@ 16'-5" 0 FILE d COPY NOTE: ALL HANGERS J1 ARE A UNO i J3 n JJ3 � v 13-4-0 O ^ p 'C V 0 �J P P I J v to O TUSCAN (A) MODEL 8-3-0 PAGE 1 OF 1 THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY MPH 120 WINDSUSING 198E TOP CHORD DEAD LOAD AND PSFBOTMCHORD DEAD LOAD 5 MILES FROM HURRICANE OCEANLINE, CAT. 1, EXP. C (ASCE 7.98) TRUSS HANGER INFORMATION 2004 REVISION NOTE: 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. HANGER4RAMTY FASTENER ER ROOF FLOOR GIRDER TRUSS PUFI A THD26 246 3040 2430 1520 18-16d 12-10d X 1-1 2 9 THD28 2x8 3965 3 880 2025 28-16d 16-10d X 1-1/2 C THD26-2 2x6 3055 2450 1825 18-16d 12-10d D THDH26-2 2x6 5060 4050 2605 22-16d 8-16d E THD28-2 2x8 4690 3750 2390 28-16d 16-10d F THDH28-2 2x8 17825 6260 3185 36-16d I 10-16d G THDH28-3 2x8 171525 6260 2665 36-16d i10-16d H THD46 2x6 13055[2145 1825 18-18d 12-10d THD48 2x8 4690 2390 28-16d 16-10d J SKHH26 L R 2x6 1840 1480 18-16d 12-10d x 1 1 2" K SKHH26 L R-2 2x6 2040 715 12-16d 4-16d x 2 1 2" L SKHH46 R 2x6 2040 740 - -16d M x4 1 0 7 - -1 N HTHJ26-18 2x6 268E1655 16-16d .-16d(H) 5-16d(J) 0 P CONNECTIONR. BY BLD HN20A NAI'LS ARE 20 PENNY NAILS W/ ANGULAR RINGS THEY WILL BE SUPPORTED W/ 'N" HANGERS I I I I I I I UH26 RIGHT SIDE ' ALL LHaH HANGERS 1-5/eWDRI I ALL DIUH-2 HANGERS YI/B' wDTHI JHA424 ALL DO-2-N HANGERS 3-1/5-wiDbil aIA424UH26 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 JREAK LOCATIONS FOR CHANGES IN BEAM HEIGHTS, CDI BEAM HEIGHT SCHEDULE IS A GUIDELINE ONLY. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR THIS INFORMATION. CDI IS NOT AND WILL NOT BE RESPONSIBLE FOR THIS INFORMATION, 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 Nhich may 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 during erection to prevent damage or personal injury. Refer to truss engineering for connection and bracing requirements. These calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure. Designers of supporting connections are SOLELY responsiblefor the integrity of their Product. Trusses remain our property until paid for in full. Truss layouts and engineering may not be reproduced in port 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 RESPONSIBILITY OF THE CUSTOMER, AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION IS THE RESPONSIBILTY OF THE CUSTOMER AND NOT CUSTOM DESIGNED INDUSTRIES. Approved PP X Da�— NOTE: Horizontal n Vertical andTruss reactions an I' d u Ift p Calculations are rout ded b CUSTOM DESIGN INDU TRI p y S de far the JOB ENGINEER OF RECORD to accurately provide support for the ROOF TRUSS SYSTEM and for proper 'Pt connection of h he ROOF TRUSS SYSTEM to he t sup 4SN ro s� 9 R , structure. A \1 � A ♦ A ♦ A ♦ i H S Registered En i . P• State of Florida Engineer 9 9 .♦ ....... ASL. ,r �5 , MORRIS A. SHASHOUA PE.., INC. ^ Q :. Q 1 tF � %� 11295 Lakeview Drive o : •, Coral S Hn s 3 FL 3071 :G D 9 19554 T (305) 753-1988 -0. •' Date: - '• ......... NAIL♦o``♦ °v<,nn Arer �! Custom Designed Truss Co. 777 S.W. 12th Avenue, MAILING ADDRESS Pompano Beach, FI. 33069 PA.BOX. 10405 (954) 786-8800 POMPANO BEACH, FL 33069 WEST PALM BEACH DIRECT: (561) 697-9400 FLORIDA WEST COAST, NAPLES, DIRECT (941)43D-2860 FAX (954) 786-8804 BUILDER: RICHARD JONES LEGAL ADDRESS: SCARBOROUGH ESTATES @ PGA VIL. MODEL' LOT 21 ASBURY TUSCAN REVISION: STORAGE SLOT: SCALE DAZE DRAXN BT JOB N0. 1/4"=1'•0" 07/29/05 MI&ELLE 20051322 CONT. LATERAL BRACING AS RE00 us GEUNO -�� II \ Y I MOVEMNT - AT 20' OG GGTfr LATM4L DRAQI-IO L4GATI5P F-^MEL PONT (0' TO 10' O.G) Q DOTTQ'I 040W of TRI195M (Tiff F F W.m TRU56E5 SH^LL M DIR^= MID Ei = IN AGGORDANLE WITH TM 'TRL S R.Alr IN5TITUTe' DRALINO WOO? TRU95M C,6tVeNTARY ANP RrCC iENPAT1CNS% DWT-76. 6RALINO N TFIE F'L1Vi Of TFC %CD MEMDERS : A THE 1FU55 FeCRIGATO? 15HAL FROVVC ?NIP LOCATE 0ONT'NUCUS LATMAL DRAQNO FOR DALH TRLr k%M MEMUIZ A$ FEO-1IFW. D. LATERPL W^M(9 SHAL DE RESTRAINED DY PACX i DRALiiO ((-lN. 2' THICK NOHINA- U)1`115 I. THIS DRAQ1015 TO DC cGNTINUOIJ5 G. A HNIMUM OF TWO ROWS O' P1^6101A. DRALNIO Is f4=Ld1lRrP. CNM AT EACH VVRTIr.A. W M MEITtF Q.0%5T TO Dr^Wo LCXATIOiS THE tt7 fO-I GHOFDr SHAL 6E DRAGEp DY 6QiTNUCU5 LATERA- DRAONO 5PAQA AT 6 P=Y. WNIEP TO TOP GF 'ME DIOTOM 01ORp PLACES AT 45 TO THE LATERAL DR^GM 511AllL DC LIUGATEp AT EALI-I ENp IF WLPNO EXGEEpS 60 RAT IN LENOIH, P^C NA. DRPQNO S-IOULP eC fWeATEP AT 4O FOOT INTWI'L5 TOP 010;P DR60NO : A IF FLMOOP PEMNO IS APFIIEP PIR15MY TO TOP CHOP, F?AnnF Y LAPrFCP MP NPLEP TO PMVEI.GP PI^FRAOFY'1 CTICK DRAONO 15 NOT RDW;R !P R F P(1R1N5 ,%Qr U5W. PIA00NAL TOP CHOW DFAONO 15 FCaJIREP AT EACH " IF DULPNO EXaTP'' 60 FEET N 1-C1OIK pIAA:1IAL CR CINO SHOILP DC REMATLP AT 2O FCOT INTERVALS WOOD TRUSS BRACING DETAIL r T1 1 TRU55 CONNECTOR SGHEpULE TrdJS5 D D(X5, PONT Tr4J55 Ur RJP SIMPSON CO if.GToR D LQiiP�GTOR FASTEfCR'- NOTE5 TA MA 0!N 750 FCTA 20 990 (6) iop T-2 M 6o0 FtTA 20 9%0 (B) 40P T-2 FRAYC 600 HT524 VW (61 40P T-3 mz m 660 HT5 24 0450 (6) 4oD T-3 It-1^5oNRd 660 I-M^ 20 990 (B) 40P T-4 M^50NRY 600 HGTA 20 070 (71 40D T-5 M 000 FtTA 20 1240 ('IOI 40P T-6 n 4200 HETA 20 1490 112) iop T-6 MA5CNfZf 300 I -MA 20 070 (B) 10p T-7 M^5CNM 4060 HMA 40 4940 1401 10D T-B 1-1^5CHRY 4020 FETA 20 1240 (4O) 40P NIP POINTS T-B M 600 META 20 L370 (01 lop NIP FgiTS T-% MA5cN 600 -UTA 20 670 (a) 10p T-40 M 500 FtrA 20 070 (a) lop T-M 500 FMA 20 9%0 (61 40P T-YI MA56NRY 750 HrT^ 20 L370 (B) 40p T-13 MAsoN soo I -MA 20 B70 (8) lop HJ-4 M^501RY 400 FCTA 40 070 (6) 40P HA MA5&N 1200 FCTA 20 4490 H21 40P H-2 M 1260 FM^ 2O 1490 (12) 40p -14 MAsaigy 96o FCTA 20 4940 1401 lop Fi4 MASONM 4200 FCTA 20 14%O (12110p H-5 M^50NRY 400 MTA W I240 (40) 1OD 017-4 5iL c0. 4000 5TL DUGKCr 7900 (21 5/95' RA DMT5 Or-2 5T1, cQ. 700 STL rUGKCT 7300 (2) 5/e' PA DOLTS M-2 n 700 FCTA 20 07O (61 lop OT-3 57. GO. 4050 51L WGKCf 7300 121 5/B' pA D LT5 Or-4 5TL CGL 6100 SlL d1GKLr 40000 (3) 5/0, pA DOTS 14 M S400 HOr9 40500 (41 412' RA WA Of-5 4400 HOr2 10900 (4) 4/2' LTA WA Or-6 MAC 720 FtTA 20 990 (6) 40p Or-7MINSONIZY 4000 121 HDTA 20 1 24B0 (101 lop D4-41-7 E-11=EI I I LV i I� e❑ e❑ I ,.. e � 65 IF e 1 e❑@I � ❑e I ❑� � I � I ■ ,I1- u \\I 1► !� �� sn . p Mimi F544,11 Mimi I� PLYWOOD SHEATHING NAILING SCHEDULE IW^LL5 ^lip ROOM n/v[, eize NAII epnONO z6Ne 8p 4' 0 EPOM 6' 0 INTEFY ^'M SUPPORTS /ALL WM5 PROVIDE S/S TRUSS SHOP DWG'S AND ENGINEERING FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION pE5l(311 pP\TA W!Np 5P=. 140 rfH !3 SSG. CU5T) WIND 1MPCRrfME f,AaCR: 1.0. ftDO. GAT: II W1NP EJtPOq,*2ff: 6 INT I& PRfwiRff Caff +/- 0. 8 GGTV EIlT5 MP adAPPNG. 5M R .M5 0A5TCRETE UNTEL, 5GNEDUL E UNTIL D W1OTH FONT 9APm CRAV)TY IOAD APFUCP CRAVITY LOAD 5APm IJPLPr LOW AFPurp URJFr LOAD GOMPmrim CLAM R6l 4'-0' N/A N/A 2507 640 BF-16- 1T/4D rd5-2 W-O' N/A N/A 2507 60o OF-22 - 4T/4b Fb3 6'-4' 6096 %%o 2670 540 BF-24- 4T/115 RD-4 4'-0' 9004 4240 4442 660 OF-20 - /T/O RPi5 7'-(S' 6613 2200 2797 +200 BF-16- ?/ID rtaB 17-4- 260o Mo 1309 36o OF-46 - lT/46 re� 9 7-6' '475 300 1o29 100 BF-I4- iT/I 3166 4195 N/A N/A GONGRM fiM 5CHEp1)1--E BEAT 9= wwoRLEHCF(r 97WA15 HEIOiT CzMMMIT5 rdy6 46' X 40' 2- 4S TOP MP 4- 46 DaoTTOM ♦75 0 6' OO 12'-0' ARCHEP DEAM FM-7 16' X 46, 4- 46 TOP AND 4- ♦6 UXTOi ♦31S 0 6' OG W-0' /''RLHEp DE./W Fa10 16' X 25' 4- •5 TOP AND 4- f6 DOTrOH #TS, 0 40' Oa Y-'-5' 104FLMp MAM FMh44 40' X 16' 2- f5 To, MP 4- 46 DOTTO-i !3'50 6' OG 11'-9' A, Otp =&I F15-12 46' X 48' 2- 45 TOP AND 4. 46 DOfrOM ♦315, • 6' QO. YL'-O' ARCHED DEAM I T- CEILING LEGEND allNO H56HT ❑ REFER TO M Q0 R F L^1 VAJLTEID TENT LAJNO Pa)uE STEP TRAY GSUNO -T-- / r/ I Z ®I 0lim1 M ICI 011111110 2' X 3+ ATnC FIF F F I I a R I\ I I I !�■� I imil I MIMIp 1I a ❑ �7 I 1\° IO 'O•G's":'O's' 1311 1 Eli e :t:?A "top 00ON ik, 7i JI y1?i0A I " RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Dehay Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@rjarc} tecture.com FL. LIC # AR - 0016172 U O ct Ilk 9 F 9 r A9!'01?0�A r n O y� 9 O c►:,;Ni iPA U VJ FILE COPY CONTRACT DATE THESE PLANS HAVE BEEN REVIEWED DRAWN BY RJ IN ACCORDANCE WITH THE FLORIDA CHECKED BY RJ BUILDING CODE. CAD FILE NAME C:\RCJARCH\PGA REVISIONS O CONSTRUCTION 7.05.05 DOCUMENTS CONCEALED FASTENERS OR ATTACHMENTS ARFTHIERESo `i�'i�.I1�1 IFTHR f C`1'R�,C77t 11-Ct1RD ROOF PLAN "TUSCAN" ASHBURY Q ccrnaalr4Oa� NO PPRr OF Wx Hll'S OR PMft MAYWCam, u6W ORRF?4= n )" WAY WiAT5= WtMAIT ha/E��W�RZ5 W� WON O rya V1V/JMA W "TUSCAN" 1i411=1'-0° A-3 ROOF PLAN TUSCAN KEY NOTES rOP 0� ROOF a TOP GF P�EAM EL +/-I�- — rcP of dF� — raP r,F eeArn _ ram of wlnroawe �. +i-�•=dam - I FIN FLOOR_ EL 70P OF ROOF EL +%—M—I — — SPANIsf-t 'S" I-il-PROFILE TILE ROOF 12" X 12"" GROWN MOULDING (FOAM) SIMULATED STONE PRE -CAST COLUMN OOVERS PRE -CAST STONE WINDOW SILL W / t�)RAOKETS (TYP.) TEXTURED 6TU660 FINISH 3" X 12'" WIDE STAINED SMOOTII CYPRESS OUTRIGGERS ON 2 X 12 6MOOT11 CYPRESS RI�t)ON BOARD 21 " X (o" WIDE STAINED SMOOTh GYPRLSS OUTRIGGERS ON 2 X (a SMOOTII CYPRESS Rli3 ON HOARD PRE —OAST STONE WINDOW TRIM PEOORAT I VE eHUTTER6 STAOKED QUARRY STONE RAISED TRIM MOLDING ON SEOTIONAL DOORS PRE —OAST TRIM AROUND ENTRY DOOR / GARAGE DOORS PRE —OAST AROh ON REAR DOORS FRAMED 01IMNEY W/ FLUE IF FIRE—PLAOE OPTION SPARK ARRESTOR TO i3E Z' 11I011ER ThAN NEAREST RIDGE WITHIN 161 DEOORATIVE OMIMNEY IF NO FIRE PLAOE OPTION DEOORATIVE WROJedT IRON GRILLE 1/2jj SQUARE STOOK WITH PEOORATIVE ENDS PRE -OAST t5ANPS AROUND OPENINGS FRONT ELEVATION "TUSCAN" 1 /41'=1'-0 11 WIND LOADS FILE COPY )NCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FIN_RA_OR_ ►A SIDE ELEVATION "TUSCAN" 1/4"=1'-0" REFER TO FRONT ELEVATION FOR SIMILAR DETAILS/KEY NOTES L RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@T architecturexom FL. LIC # AR - 0016172 +Z �C � O C�j P., CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA CONSTRUCTION 7,05.05 DOCUMENTS ELEVATIONS "TUSCAN" ASHBURY :Ma ro P/W Gf H%R/W5 LR GSA` Qi5 MAY CC l.M UNP LR MT4= fi M WAY WiATY-� WTIiGIJr HIE Wam wieffii Lf wiw im ARLNTEGIUfd; N4 A-4 0 u ■ i ray of ROOF rGP OF PEAN rOP aF eermn _ TOP_OF WINDOWS FIN fl-00R FL TOP OF R007 — — — — — — — — — — — — — — — roP of ea=aa�+ ----------- ----- raP o,= er=an� TGP GF WIND0W5 FIN FLOOR — — — — N I2- 6F NONE NONE moll III loll NOON ON NONE NONE mill oil loll NOON LIJ MEN n,I,, THESE PLANS HAVE DPPN RMEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, REAR ELEVATION "TUSCAN" 1/4"=1'-0" REFER TO FRONT ELEVATION FOR SIMILAR DETAILS/KEY NOTES CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD �o 0,Av � q 'rsFo��yo�a'Oo 09 �0y C,O �0 9® r �f'J SIDE ELEVATION "TUSCAN" 1/411-11-011 REFER TO FRONT ELEVATION FOR SIMILAR DETAILS/KEY NOTES RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@rjarcltitecture,com FL. LIC # AR - 0016172 ct U •� a Ct � r • r-I O v� � O ct ct P., CA CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA I N Wt 611#1►61 CONSTRUCTION 7.05.05 DOCUMENTS ELEVATIONS "TUSCAN" ASHBURY ry r- :c it r i' it ;r i• :� 'n r:r U W F H W z 0 IM) u a 5TUCGo MN6H Gam. TIC MAM 5X Roof PLrVi FOR P£TALLS CONnNUC1u5 CAJLKING window details WOp 4 APPROvt:P WOGP T9J5eF15 (IREfER TO FRAMINO PI-M) 9MP5 H AS CUF AT eA^ H Snap TO 119U56 MTL CHANNEL RINNERS 25 C6AFA5TENED AT INTERVALS OF 2 !' OL. �GAST C'rNG. NON-W-ARIN6 9 5/S" 5TL.9TLD5 IMATEWL AT 2k" OG. TO ee �GT� 6Y cmi. CG1iTRAGTOR 5/6" GYPSUM WALL WARD ON BOTH SIDES 5/6' 6kFWM FASTENED W/METAL SCREWS H7i0 NOT- MORE THAN IZ" OL. MTL TRACK RUNNERS 25 9AFAGTENw TO SLA{3 .e AT Zk" OL. u5? 5'T6 AT EA STUD (8) 10P AT EA 5-UP 2X SYP WOG17 E1't0. WALL leeE mZ5T0P5 a MAX B'O/G 1/4'X3' TA'GCHS @ 16' O.G U5P 5PT6 AT EA 5TW (a) 10P AT EA 5TW S,Ab AND FOUiPATICH - 1RE W TO FCUNPAngi PLAN) 3/4' pA WEpC A IGHGRS t# 16' O.G. MAX 14' EME>Epl MIN. 4' EMDEP ANp ro' O.G. MAX FRW 9LL ENP5 ^NP FROM EA 9GE Q= POCRWAY Ot"H% FROv1GE 3' 5MAIZE WAS-IER interior bearing wall detail DOOR CASNo — 5/6' PRYWAL CN P.T. 1 X 4 R WN(9 51TV5 ® 16' OG. W/ R-4.2 N9,L — • 5/8' STUCCO CN e' Gnu — # 5 %&K.. ORO(IfED Cl'1U CaL5 PW PLAT P.T.1X4PQ!WWa ATrACHEP TO C420M PER FA5TENW 50-UP ULE THIS SHEET P.T. 5HM nTw? PCIOR 9LL. jamb @exterior door 5/5' PRIWAL ON P.T. 1 X 4 FURRNG 511;F5 @ 46' O.G.WR4.2 1iG° 5/8' 5TUCG0 Oi 6' CMU # 5 VFW(, cRou GMJ CELu 5 Ff R F v1 jamb @window AA)M. WNPOW P.T. 1 X 3 WNPOW DUCK ATT^CHEP TO COIQa;TE PER PASTEIIM 501EPULL TH5 SHOT' CCNG. 5LL interior framing W/ 15) D Np NA..5 (141 EACH 5PU 2X Wp FRAME WAI. 15TUP5 ® 16' O.G) V2' 5LMVV ANCIHOR5 24" O.G. MAX (f�'> PMENT 3' MN.) W/ WA5HER 8X8 CONG. FILL P CELL W/ 1#5 9I5 Vwr GENT. (UNO) n9c'N' CCNG. DL 49M WALL bearing wall to cmu bP N^L-5 ® G' FR01M FLYWDOp TO 0/6etz ffNP TW55 8D NAL5 0 4' O.G. (2) 16P N/VL5 AT EA� EiNP EA DR^C15 (2) 16D N/ I-5 EA CR05 N 2X4 LATERAL DR^ONG @ 48" O.G. � RDO F LAND caurlo 2 X 4 - 24" LOT'IG aTlTERE=p ON CCITT. LATERAL E�f W/G - 1GP NAL5 INTO 2 X 8 P.T. 5/8' DRYWALL O)R 1X2 2' X 6' 2NP FLR WA.L5 ATTACH LAoGER TO TOP CH6f;V GF GACLE END TR) 5 W/2-16P N/VL5 C 2'-0' O.G. 2 X 4 L.APPUfZ5 @ 24" D.G. 6P NAL5 0 G" O.G. lrl::: X 4 G01NT. 2- 1GP N/NL5 TYFJGAL OVtW^NG ^Np) EAVE PETAIL 12' ® GABLES G' 9 FRGNT P03''IER`✓- (2) 10D TOE N/VL5 EA bASE (4) ANG}-IGRS © O FE-1 O O SIPS EA END) TOP VIEW ly„ C�'?°yOFLOy'%ll°q aq l F F 'L{ o S so !'pi, S C O py0 c0, O 09,E /cgB�9cF9 ol�r , o411 v ^JC-N 2 X 4 W/ 0^DLE ENP VZD \ 2X4 C9055 DRAGINO TYP. GOWMN : 4'X4'XTU6E 5TEEL TYP.. TYP. BASE PLATE: �1 p N ®6.p��,� 5ZE A6V X ' 5TEEL TYP. W/ ' HOLES FOR ' X TMIN. E" DffPMENT WEPc3ff tLCV. VARIES ANG-IOR5 TYP. (PRO F- RcGE55 Fq2 FLAT DRG. ra)gJ A(X) TOP OF BEAM 2 - 16P N/NL5 \-1GP N NL-5 ® 6" D.G. DO'T6M GHORP TR J55 TO 2 X 6 PL HARP-PL/NIK SANG gable end detail 0"N9 LYJGR Te•^ P.T. 4 X 6 ATTA TO 0aiCi;tTE PER FA5tNER SGHEPULE P.T. 1 X 4 TRIM 5/8' 5TUCC0 cib'CMU # 5 Vl f. eRa CMU CaL5 FW, . . jamb @garage door column base plate Tl'P1GPL STEP �EAI''I PRO\APE MIN. 3O'X30" 6OF"ER 6AR5 HOOKED POW" IriTO CELLS (TGP 5TM- ONLYI #5 bARls) GGt ITINUGUS IN GOI'IGRETE F9LLEp "LINTEL " 1#S 6AR IN GGNGRETE F9LLEp CELL G6NnNU0U5 FROM 6E/04-1 TO FOOT1No TIE 1)EAM STEP POW'I fRNR1�ING FFMN q )� 9ff TYP WA.L SffcT CH FGR TFU% OZRW10CAW611 , 4 �TUUP5 AT V D.G. MAX 5/6'THICK STUCCO Oven PAPER MT& LAME ON 19/W' LpX PL11 FA5RV O.T. TO EA 57W W/ US' 5TW P W/ IN 1OP NAL5 EA PA5 W' 51Up5 TO PDLTO' PL W/ U5? 5FT61J' 5TW W/ NI-10P HAL5 EA 9PE CF 5TUP'5 PASTW 9LL FL. TO O.T. ryW(-W11�fr�oggp OALV. 5TL. FLOOR AmG. -5ff SCHEP. RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@rjarehitectue,com FL. LIC # AR - 0016172 5M SHCP DRAWN65 CA kneewall � U G� O r� r� •� chimneydetail o �, aA +-). INTEVPEP TO SHOW FRAMING AND MCTHOP) OF ATT^GHrlrNT ONLY O un EL REFER TO EVATIOr'IS FOR PffSIC-i I F7/cT; 57i5;P & O.G. W WT. f HaiZ FILE COPY � Kp--• lP..�. � Y°j r'"w4. �'Z WI I iTI-ITHIE FLil,llD Pa l OD' TOP OF Eel'�M 'E 2' STL Tip. STEEL LOGATIOI'I �s r�AR(s) ccNTINuaJs 1N GONC(r_TE FILLED "LINTEL " f�01 IP bE/V I(s) (SEE 5GHEPUL-M tie beam change in elev. e a, e .e i e46 ccr�'c,�re 7�E RGL� ae �x/L�7t77 �„Gf1TE TILE � �!-, O OIW 90# NOT �..+ cd ^ _ /•9GP 45A1W ?O# d'po FAT OVl�E �+1 5/0' 577i J l/R/1L SHE/177-IIH OL-a FXF-4"( 1nt-;� 7p3J569!�!5 U ® 24' O.G. - OYP. E17 M"--'-/ e5 Y M77 HA7- GH/+M'lEZS - R-30 //1�/Lr977gH - fN�GfV-/E STRfW" r RGw� Fy;' o PL/V1) - TY19'G/1L COHp ='" (:5itr RGtF FR/V-r*9 FLINT) (2/ 6i2l9nff MH W/ � #5 e/�cr1 CONTRACT DATE N17L. jCW 0I,W ! X 2 PT DRAWN BY RJ H/>�z o�z 2 xe RSc CHECKED BY RJ CAD FILE NAME L C:\RCJARCH\PGA El TYP GOiI T qY F-FOHO. P/V�12 A0mQaP Miff T/L LATH LZL REVISIONS kPW HG/2 HT. e=O' CONSTRUCTION 7.05.05 DOCUMENTS GG7yTkY[/GUS F�METER S0 17 5 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD W/ �7 SLL 1AV P T. ft4WHO 9 VS' OG W/ 945 7/e;" Pr�crlST c�r-lD,�re emu. S7UC!.O dM/p/10 - �FRa-ITa�T/�na,' crnr 4' 771K l.[a1G /7-62 P 5 /1 5/0' STUCCO Fl/ H H 01,1 2 B' CC5"6? i M /MG y,57UT /C r('ff F6r/HPA7JQi FL AH) O'--O" F7H FLR typic al wall section DETAILS NO PPRf a=11'tT� ANTS OR �G'NrJ NAYMC= L= GRRPRa= N AAA' WAY WIAT5= W1W 11•E EPR% W, M CCNair O A-6 rw ^ V/ W z 0 low) UI L GENER^NL GOM5TRUGTION I. ALL WORK DY ALL TRADES TO Dff GOMPL _irp IN AGCORGW/`N� WiTH f�l-L APPUGf�LE GORES, ORPINANC55 5TANPAF?F,)5 OR RESTRGT10N5, WHETHER INPIC^TEP ON THE PL.AN5 OR NOT 2. GONTRACTOR TO VERIFY THHAT ALL REQUIRED ^FF^4V S PERTANIING TO THE PROJECT HAVE DffffN 5ATI59ffP PRIOR TO COMMENCEMENT OF 60115TRUCTiON. 4. VEFdFY /qA- PIMEN 0IJ5 IN THE FIELD PRIOR TO DffGNNIING GON5TRUG110NI. USE FIGURED DIMENSIONS ONLY DO NOT 5GAL.E THE PRAWNG. (1NOTIFY ARO-JITECT IMMEp ^TELY OF /ANY VARIATION5 ON THE CON5TRU6TiON POGUMENTS ANP OR 5FF.OFIGATION5). S. APPLY AJNp/OR INSTAL 4J,L PR6QJCT5 ANp MATERIALS ACG�NG TO MANUFAGTURER'5 PUDUSHED INsTRUGTIONs OR IF NO IN5TRUGTION5 EX15T, INSTALL PER INPU5TRY PRACTICE. 6. SUDMIT A COPY OF THE CONTRACT DOCUMENTS ISSLJEp FOR PERMIT ICY THE E)LILpINO DEPARTMENT, TO THE ARCHITECT PRIOR TO START OF GOH5TWCG ON. 7. A1.L PIMA 15IONs ARE NOMINAL; TO FACE OF STRUCTURE- b. AU_ WNPOW AND DOOR 9ZE5 /NRE INO'11NA VERIFY MANUFAGTUWF'5 ACTUA AND ROUGH OPEf LINO PIMR15ON5 q). A� WNDOWS AND EXTTgOR DOORS 5HAL Dff WEATIHER 5TRPPF.p. WNPOW UNITS SHALL p1 FI_^Y LADEI..S 5HOWNG COMPUANGE WTH THE GOpE5. 10. GONTRAGTO9'5 56OPE O= WORK INIGLUPES AL GONSTRUGTION NEGEGARY TO /NGGOP'IPUs-I THE INTFNDEp RESULT IT Is NOT THE INTENT OF THESE PL^N5 TO SHOW EVERY pET/NL O= 0ON5TRUGTION. 11. SHUTTER&. REFER MFGR'5 5PEOFiGATiON AND SHOP pRAWNG FOR IN5TAU_ATION ANp CONNEGTIO'I PETALS. Al SHUTTERS G IAL 55 REVIEW� ANp APPRO AEP f5Y THE Ag6HITEGT OF RECORD. SHUTTERS SHALL MEET AND GOMPL Y WTH F.3.G. AND 5ATI5FY THE REQUIREMaNT5 OF pADE COUNTY FROD(JGT eHL)TTER5 5H/N1.L 6E PRO\APEP AT ^_�_ WNDOW5. DOORS, AND GLAG DLOGK5 OP05 UNLESS THE WNDOW DOOR, OR GLASS DL OGK HAS AN APPRO\/fP PRODUCT APPROVA NUMDER ANP COMPUES WITH /'LL F Eff UIREP TESTING. 12. REFER TO ELEGTiaGA/MEGHANIGA PRAWNG FOR 0HA5E LOCATIONS. 14. AL INTERIOR WAL5 ARE 3 5/8" META STUDS l25 GA1U(3ff) AT 24" O.G. LINLE55 OTHERWI5ff NOTED. 16. /N,L GL.A55 sHOWt�R DOOR5 ANp E1CL05URE5 TO ICE TE 1P FfP 5AfETY G _^55. 17. WNPOW MANUFACTURER TO VERIFY /NLL WNPOW OPENING AT FIELD PRIOR TO WNPOW PI ^GQ'IQ IT WNPOW 5UPPUER TO VEERFY AL EC:RES5 WNPOW L.OGATiON5 5AT15FY APPUC^CL 60pff5 PRIOR TO Ft-AGf iffNT /J'IP NOTIFY AR01TEGT OP ANY pISGEP/WG1Es. I&. NO GH/,,iG-Es OR SJI�ST1TUTlONS SHA1 L MADE WTHOUT WRITTF N /jPPROV/'`L FROM THE ARCHITECT. 1°). S(JDCOINT9AGTOR5 TO 5LJE�MIT SHOP FW05 TO OWNER FOR A9CHITEG75 / EN0NffffR'5 APPRO\/AL. 21. SHOULD THE 5GOFff OF WORK FOR /WY REA50H NOT DE FLUL(-Y INDIG/1Ti P ON THE COITRACT pOGUMENT5 THE ARCHITEGT SHOUL-P Dff GONT^GTM IMMEP/\Tff1_Y 23. PROR TO THE SUDMIGO`I OF ANY P IDS THE !�=,JDC.ONTRAGTOR5 eHALL ViST THE PROJECT SITE ANP VERIFY THE ARCHITECTS DIMEN50NS, pET/N!-S, ANp INFGf IA ION F'ERT/NNING TO THE PROJECT IF ANY PIS' At1OE5 OR G0hffJGT1N0 INFORMATION, ARE PRE5ENT, THE 5UDGONTRACT0R5 SHALL NOTIFY THE n4lffR IMMEp1ATE,Y. ANY ptSGR ANGY, OR CONFLICT NOT DRC.UGHT TO THE ATTQ1?ION OF THE ARCHITEGT AND O\NNER FRO2 TO THE FINAL if lP 5UNIIeE 101 SI IALL 6E THE RE5=6N9NUTY OF THE SUDGONTRACTOR5 ^J IP NO ADDITiOi'I/N.- Coe-r TO THE OWNER 24. THE 5HALL INCL-UPf IN HIS GIP ALL WORK NIEGE55/NZY TO A556RE THE PROJECTS COMPLIANCE WTH THE MOST 5TdNOENT Fi QE JIR� 1f iT5 OF TFHdF APPLIG,` L 6OX5 2S. THE SUPXXOyTRAGTORS SHALL RE� TO THE API ROFR^TE SHOP PRAWN05 FOR INFORMATION RELATIVE TO THE f>UILPING STRUCTURE , COLUMNS, Ft-OGR ANP ROOF FRAMING. 2G. THE GO ITRAGTOR 5 IALL REPOO i56LE FOR D�T/JNING AND pISTFd6UTING ALL CURREENT PRAWN05 TO ALL 5UDC6)NTRA6T0R5 ANp VENDORS PURNO THE DURATIONI OF THE PROJECT THE GONTRAGTOR SHALL MA)NT/NN O'I SITE IN A GONVE'11ENT LOCATION, A COMPLETE SET OF THE 5G1NEp AND SEALED PERMIT POW-IENTS INCLUDING AL.L THE LATEST REVI50IN5, ^PPENPUM, SHOP pRAWNG ,ANp e UPPLffMENTAL INFORMIATIOy A5 MAY Dff REQUIRED FOR PRO(`.R EXECUTION OF THE PI20JEGT. 27. THE GONTRAGTOR SHALL SGHEpULE ANp COORDINATE A-L WORK WTH J�GO iTRAGTOF ,r-.IJPPUERr✓ V1E iPORs ANP 5FF-QALTY GONTRAGToF 5 31. UPON COMPLETION OF THE PROJEGT THE GO ITRAGTOR 5 /NJ_ P ,0ViPE THE ARGHITEGT WTH A SET O= AS DIJIL-T PLANS. EGRESS WNPOW'`.7 1. WNPOWS SHALL f;)f, OPER^N..E FROM THE INSIDE WTHOUT THE U5r, OF TOQL 5 AJND PROVIDE A G1,EAR OPEr`iINO OF NOT LF,5r,? THAN 20" IN WPTH, 24" IN HEIGHT AND 5.7 SQ. " IN AREA. THE DOTTOM OF THE WHpOW OFEENING SHALL DU NO MORE THAN 44" OFF THE Fi 0OR NO PART OF THE OPERATING MEG} 1ANISMi SHALL Dff HIOI ff!Q THAN 54" A.F.F. W INDOWS 1. ALL G�AZINO AT HAZ^VPOU5 LOGATIONs SUGH A5 TUI>, SHOWER ENCLOSURES, WNPOW'S, ETG. SHALL Dff GATEGORY '2' 5APETY 0LA55. pOOR5 1. AN,L GLAZING AT HAZARpOU5 LOCATIONS e UGH AS FRiTIOH DOORS, SHOWER P0095, ETG. SHALL M GATEGORY '2' S/NETY 6L^55 5TRUGTUR/4 L MOTES + DESIGN LOADS: ROOF (DL+LL) = 55 P5F FLOOR (DL+LL) = 05 PSF (LIVING AREA IF APPLICABLE) WIND VELOCITY = 140 MPH G6)PE5 14\H P 5T/'01\N P/f \RP5 1. THE PROJECT WAS PE50-IEp IN ACGORpANCE WITH THE 2001 F.D.G. EUILPNO COPE REQ(JIREMffNT5 FOR REINFORCEP CONCRETE (/\1 318/LATEST EDITION). MANUAL OF STANP^RP PRACTICE FOR Pt=T/NUNO RENFORGEp GOHCRETE 5TRUCTUFRE5 (AO 31s/LATE5T EDITION). NATIONAL PE56t1 SFE0F1CAT1ON, WOOD GGN5TRUCTION NP5/LATE5T EPTON. (lull- INO COPE REQUIREMENTS AHp 5PEGIFIGATIONS FOR MASONRY 5TRUGTURE5 (AO s30, s30.1/ASGE s, 6/LATEST EpITIGt-15. REFER TO ARCHITECTURAL, MEOHANIGAL OR ELECTRICAL PRAWN615 FOR AppITiONA. OPENING, DEPRESSOf is, F1NIeHff5, IN551RT5, lf�OLT5 5 TTNG, PRANS REGLETS ETC. DEFORE ORpEf"dNG AtyY M^TERI/NLs OR POING ANY WORK, THE CONTRAGTOR SHALL, VEFdFY ALL MEASURQMQ iT5 TO PROPERLY 5ZE OR FIT THE WORK- NO EXTRA CH^ROE OR GGMF`ffN5A110N WIL bff /�p ICY THE OWNER RESULTiNO FROM THE CONTRACTOR'S FAILURE TO COMPLY WiTH THIS Rff UIREMffff p15GREPA1-10E5 eH^L t- ICE P ROIJCHT TO THE /ATTENTION OF THE ARCHITECT ANp ENGHNEER 6EFORE PROCEEDING WTH ANY WORK 3. 5EcnoNS AND PET/JL5. ALL PET/NLS 5EG701`I5 ^INP NOTE5 SHOW'I ON THE PRAWN05 ARE INTENpEp TO �E TYPIG/NL ANP 5 ?N_A_ APPLY TO SMILAR 9TUATION5 EL5EWHffFf- UNLESS OTHERWSE SHOW. FOUNDF�TIOI'I 1. ALL 5TE PREPARATION ANp EXCAVATION WORK 15 TO !�,F, PERFO(d"iEP IN 5TFdGT ACCORDANCE WTH THE RECOMMENPAT10N5 ON SOILS AND FOUNPATiON5 INVESTIGATION PREPAREP P Y ^M /NPPROVF.P TE5TIN(9 LADORATORY PRIOR TO FOUNDATION WOFK 2. BOTTOM OF FOOTINGS A55UMEp TO BAR ON 501L GAF?4 L OF SAFELY SUPPORTING 2,s00 PST. 3. 5OL-5 5UPP09TIN0 ALL FOOTiNCr,7 MUST DE INSPECTED AND APPROVED DY A RE05TEREp e0t.,5 ENGINEER BEFORE COMMENGiNO WORK APPROVAL IN WRITING MUST INDICATE THE 50L Is ^PEQU/NTE TO 5^f5-Y susT/NN SPECIFIED SOIL DEARINC3 PRE55JRE. 4. EXCAVATiCN Q bAGKPILU ALL EXCAVATION 5-iALL Dff KEPT PRY EXCAVATE TO p5�'TH5 ANP DIMEN50'I5 INPIGATEP. TAKE EVERY PRECAUTiCN TO GUARD A0^N5T ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES PIPING, ETC. PROVIDE ANY ER^ONG q2 SHORING NECE55ARY TO AVOID 5=TTLEI' IENT OR PI5PLAGEMENT OF EX1571NG FOUNDATION OR STRUCTURES. MPNSOMRY 1. MASONRY UNITS SHALL IRE A5TM G ')0 GRAPE N ^f� GRADE WTH MINIMUM GOMPRE5IVE 5TREN0TH OF 2,000 P5 ON NET AREA OF INPIV1pUAL UNITS. ALL GMU SHALL 6E LAD IN A FI.JL L Dffp OF MORTAR IN RUNNING DGNp 2. ALL MORTAR SHALL E�,F_ TYPE S(OR TYPE M) IN WTH A5TM r-.PF,GIFIGATION G270 WTH A MINIMUM GCJMPREVt% sTREI LOTH OF 1,6300 PSI AT QO DAYS, (2500 WTH TYPE M). 3. CROUT eHA_1- 6E A HIGH 5-,UMP MIX IN AGC.OFd7ANGE WTH A5TM 5F-0I`GATION C476 HAVING A MINIMUM 5TRENOTH OF 3,000 F5. GON GRETE 1. ALL GGNGRETE SHALL 6E READY MIX, HAVE A MINIMUM CO FW155VE STRENGTH OF 3000 PSI @ (25 DAYS ANp HAVE A MINIMUM OF 517 LE)5. OF CEMENT FTF GUDC YARD. 5_lJMP5 SHALL f 4" MINIMUM NIP rD" MAXIMUM. 2. ALL GONCRETE WORK SHALL COMPLY WTH THE REQUIFffMENT5 OF THE AO c)u LpINs GORE (AO 316/LATE5T EDITiOy), THE AO pETAJUNO MANUAL (AO 315/LATE5T EDITION), ANP THE 5PEafF C^T)ONs FOR STRUCTURAL CONCRETE FOR f�uL.pINC5 (AO 301/LATE5T EDITION). 3. GONCRGTE COVER FOR REINFORCNO STEEL S-IA-L Dff A5 REQUIRED DY THE LATEST AGl 5 F.GiFIGATiON5. 4. WELDED WRE FADgC.. SHAD_ COMiPL.Y WTF-I A5TM A 185, UNLE55 OTHERWe;E 5PEC.iFIED. PLACE FAERIG 2" CLEAR FROM TOP OF THE 5 /A IN St -AD ON 09/Ap AND SUPPORT ON 5-^D DOL57E95 SPACED AT 3'-0" O.G. 5. ALL RENFORCINO STEEL SHALL 6E MANUFACTURED FROM HICH STRENGTH BILLET STEEL GONff6WI1`10 TO A57M PEeA0N^TION A 615 GRAPE 60. G. LAP ALL r5ARS MINIMUM 40 DIAMETERS UNLE55 OTHERWSE NOTED ON PRAWN05. LAP ALL WW= A MINIMUM OF G INCHff5 (UNL 5 OTHERWS; NOTEP). 7. REINFORCING P>AR✓ AT OUTSPE FAQ OF GOI2NER5 OF CONCRETE WALLS, T AMS ANp GONTINUOU5 WALL F00TIN05, MATCHING HORIZG'ITAL DAR5 X 46 DAR DIAMETER DENT GAR FOR EACH HORIZONTAL GAR 5CHEPULEp AT THAT FAGS. ALL HOOKS SHOWN IN F5NFORCE ENT 5-IALL f�,F_ AO REGOMMEN7ED HOOKS UNLESS OTHERW5E NOTED. a. cONGRETE uNTa-s PROP DOTTOM OF E)EAM AT WINDOWS, P)OCR5 AND f i/ \sO'1RY DPP( iINCT✓ A5 REQUIRED TO PROVIDE A CONCRETE 0-05URE IDETWEEN THE DoTTGMI OF THE BEAM A-lp WNPOW PND/OR POOR Hf_, p OR PRO\APE A PRECAST CONCRETE UHTEL OY GA5TGRETE. MAXIMUM PRCP eHe4_L E7E 1611 (TWO DL.O.LK GOU95E5 AND 517AN EQIJ/i _TO 11A50NRY OPEi'IINO WITH. PROVipE 2 #5 AT DOTiOM OF PROP INGUUPINO #3 TIES @ 24" O.G. EXTENPN0 TO TOP OF M^,M REINFORCING. IF THE LINTEL. EXGffffp5THE ^DOVE LIMIT OF PROP, A 5EP/NRATED UNTO. SHALL E)ff PROMPED AS FOLL.OW�,7 L1. OPENING LE55 TH/N-I G'O" WiDE b" X 8" W/2 #s DOTTOM P^R5. L2. OPEf LINO DETWtEN 6'0" /\ND 12'00 8" X 12" W/2 :f(� DOTT6M D^IR5. IF THE MA56HRY OPENING HAS AN ENp ^PJ^CENT TO A GOHCRETE GOWMN PROVIDE TWO #s POWELS A5 THE CASE MAY M IN THE GONCRETE COLUMN WTH SHEAR KEY 1-1/2 INCH PEEP P>Y UN7EL'5 DEPTH AND WpTH FOR ITS 5UPe;ff0UENT GO'I5TRUGTION. REINPORGEIMG I. ALL CONCRETE ANP MA50NRY FILLS GA L. REf IFORC5h0 SHALL PEE IN AGGORpANGE WTH AO-530 ANp AO-318. MEGH/4I1IGf4, + ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, LOCAL CODES, RULES AND ORDiNANCE5, AS WELL A5 MANLIFACTU ZER5 5PIf0FIC^_ lON5 + Fl ECTR16AL 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 6-ONDEN50R, COMPPE550R AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTATS, ETC. + SCHEMATIC A/C DUCT 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 BE SCHEDULE 40 P.VC. PLUMDINO CONCRETE COVER + MINIMUM SLOPE SHALL BE 1/6' PER FOOT. DOTTOM TOP SAES + ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FOOTIN05 T/ 2" 3" APPLIGAME NATIONAL, STATE, LOCAL GORES, RULES AND ORDINANCES. IDE/44,15 11/2" 1 1/2" 1 1/2" + DRAWINGS ARE DIAGRAMATIG. DO NOT SCALE FOR THE EXACT LOCATION OF COLUMNS - - 1 1/2" FIXTURES, PIPING, EQUIPMENT, ETC. 5 3/4" 3/4" 1 1/2" + A-L WORK SHALL M COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. EXTEFdOR SL/N6 3/4" 1" 1 1/2" + VERIFY LOCATION, SIZE, ELEVATION AND ALL EXISTING UTILITIES PRIOR TO WOOP TRUe)5ff5 BEGINNING OF CONSTRUCTION. ADVISE ENOIN ER OF ANY DISGREPANGIE5. + PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS 1. WOOD ROOF TRU56E5 AND FI--OCR TIFZIJ5e;ff�5 TO DE P550-IEp FOR THE AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS ANP WOOp FAERIGATOR DY A PROFE5q01AL 5FEOA4_TY eNONEER EQUIP" IEI'IT. Wo5TF.REp IN THE STATE OF FLGRIpA 5 ^-.EP GALGULATlO IS AND + ALL HOT AND COLD WATER LINES SHALL BE COPPER TYPE L' FOR UNDERGROUND 'M' EREGMON PRAWN05 ARE TO ff)ff- 5iJPJMITTEP FOR ^F ROVAL. TW55 AND TYPE FOR APOVE GROUND INSTALLATION WITH SILVER 6aDERED JOINTS. FAE2IGATOR TO PROVIDE PREFABRIGATEp HANGER5 A5 REQUIRED. + ALL PLUMBING PENETRATING FIRE RATED ASSEMBLY TO MAINTAIN MINIMAL 2. 5EE ROOF PLAN FOR AppIT1CNA1 TRU55 INFORMATION. OPENING NOT TO EXCEED I/Z" GREATER THAN PIA. OF PLUMBING IN ORDER TO RETAIN ASSEMBLY RATING. WOOp DE/A\RING W/L.L5 000UPf'Nf'iGY P\i'IP GON5TRUGTION TYPE + U5ff STRUCTURAL GRADE WOOD WITH A MINIMUM FIWER BENDING FB = 1600 PSI. OCCU'ANY = R3 + PROVIDE 2x4 STUDS AT 16" OC. UNLE55 OTHERWISE- NOTED ON DRAWING5. PROVIDE CONSTRUCTION TYPE = V 2x4 P.T. BASE AND (2)?x4 TOP PLATES UNLES6 OTHERWISE NOT . PROVIDE A MINIMUM OF (5)U4 AT ANY OPENINGS IN BEARING WALLS IN WHICH END CONDITION IS NOT GALLED FOR. + PROVIDE MIN. (2)2x4 JAMB 57W5 AT BOTH ENDS OF WINDOW OR DOOR OPFNING5 UNI-E55 OTHERWISE GALLED FOR. + ALL EXTERIOR WALLS AND INTERIOR STUD WALLS A5 NOTm SHALL BE BRACED WITH Ib GUAGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM TO TOP PLATE. ATTACH BRACES TO TOP AND BOTTOM RATES WITH (3)I6 PENNY NAILS. FOR INTER- MEDIATE NAILING USE S PENNY NAILS- * ALL HEADERS OVER WINDOWS AND DOORS SHALL BE (2)TxIOS NOT TO EXCEED A 6'-0" SPAN OPENING. + ALL CORNERS SHALL BE FRAMED 50-IP WITH A MINIMUM OF 3 STUDS THESE PLANS HAVE BEEN REVIEWED + ANCHOR BASE -PLATE TO LONG. W/ 1/2" PIA. ANCHOR BOLTS @ 24" oL. IN ACCORDANCE WITH THE FLORIDA + PROVIDE MOISTURE RESISTANCE BETWEEN PLATE AND CONC. BUILDING CODE, H/"\NPIG^PPEP GOPE 1. pESIC-f'i Is Is COMPLI^NCE WTH THE FL-GRDA FAR HOUSNG AGT AND AN5 5%C 16N 117.1-1%8G COPE. Q. GOHTRACTOR TO EN50RE COI'1PUANGE WTH THIS COPE AND REPORT ANY p15GEPAN0E5 TO THE ARCHITECT IMMEI%(ATELY. ELEGT(II G/4\L MOTES 1- ALL EXTERIOR RECEPTACLES SHALL. 6E WEATHER PROOF ANp Ofl. 2- Al- OARAG-E. 15^7H9001, ANp ANY F!ff0ffPTAO,E IN (G) FEET OF ANY 51`1K SHALL EE A 0H. 3- ALL EXTE9OR DISCONNECT 5WTGHE5 sHAd-L CE WEATHER PROOF. 4- ALL 5TANPARD UCHTINO FXTURE5 AlRE TO I3E SELECTED DY OW 1ER AND IN5TAL.LEp f5Y ELECTRICAL GONTF'AGTOR 5- E.G. eHAL.L COORDINATE METER ANP SWTOHG-EAR LOCAIION5 WTH LOCAL POWER COMPANY. C- ALL U H-flNG AND REGEPTAGLES sHAJ l 6E INST^Lt F,p IN ACGORpANGE WTH ALL. LOCAL C0DE5. 7- ROMEX MAY 6E 5UD5TITUTEP FOR WIRE AND GOypUIT SYSTEM FOR I3UILpINO INTEFdOR ONLY. ELEGTRICAL CONTRACTOR 51ALL INSTALL. EQUAL WRE 5ZE f>A5Ep ON PANEL WRE DESCRIPTION. 8- PROVIDE TIE HANDLE FOR pl5=OSAL AND PIeHWA5HER GiRGUIT DREAKF,RS. �- ALL SMOKE PETEGTO25 S IALL Dff INTERGO'INEGT5P AI'Ip TIE TO KITGHEN U(3H- INO ORGUIT (NO 01) 10-5'IOKE pETECTOR5 eH^LL. DE 110V0UT HARP WRED WTH f>ATTERY BACKUP AND INTERCONNECTED. 11- COORDINATE WRE SIZE FOR AHU WTH MEOIANIGAL GOIyTRAGT02 12- ALL EEPROO"i5 TO C)ff ARC FAULT ORCUIT INTERUPTER 5H 2' VTR f t 3' VTR CONCEALED FASTENERS OR ATTACgENTS AwF RECORD p�9 Caro u 0 FILE CO J I 2" VTR �a j L 2" VTR rL.T. SANITARY RISER PIAGRAMATiG - REFER TO FLOOR PLAN FOR ACTUAL FIXTURE GOUHT GO 4" I I/ VI 1 RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@rjarchitecture,com FL. LIC # AR - 0016172 qj 'ry � r� 5m; N ct U CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS CN r :c ii •, Ir.Sr � r. v� r r A-7 W z 0 u ST. LUCIE COUNTY BUILDING AND ZONING DEPARTMENT 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 34582 561-462.1553 DE51GN CER-IFIC�,,4TION FOR WIND LOAD COMPLIANCE PROJECT NAME= 5CA Zt oy km •G`UtATC "S OFFICE USE ONLY STREET ADDRESS: &__ P6A V,t1#4gE PERMIT NUMBER: OCCUPANY TYPE R3 CONSTRUCTION TYPE V CERTIFICATION STATEMENT: I CERTIFY TO THE 'LEST OF MY KNOWLEDGE AND BELIEF, THESE PL4N5, AND SPECIFICATIONS HAVE SEEN DE5IGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODE CURRENTLY ADOPTED AND ENFORCED BY 5T. LUCIE COUNTY. 1 41-50 SERTIFY THAT THE STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDES ADEQUATE RE516TANCE TO THE WMD LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAME T= RS AND `.iONS USED: (PLEASE CHECK OR COMPLETE APPROPRIATE BOX,) I" FLORIDA BUILDINIG CODE 2001 EDITION X ASCE 7-S6 2" BUILDING DESIGN IS (CHECK. ONF) ENCLOSED X PARTIALLY ENCLOSED X OPEN BUILDING 3. BUILDING HEIGHT 20 4. WIND SPEED USED IN BUILDING DESIGN 140 MPH 3 SECOND GUST 5. WIND EXPOSURE CLASSIFICATION B 6. AVERAGE WIND VELOCITY PRE55URE ON EXTERIOR FACES OF STRUCTURE 25 PSF 7.. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE N/A PSF i 8. IMPORTANCE/USE FACTOR LO_ 5. LOADS: FLOOR NIA PSF RCOF/DEAD 25 P-F ROOF/LIVE 30 PSF GRAVITY 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) X YES NO (IF NO, ATTACH EXPLANATION) 11. 15 A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) X YES NO (IF NO, ATTACH EXPLANATION) 12. ARE COMPONENTS AND CLADDING DETAIL PROVIDED (CHECK ONE) X YES ND (IF NO, ATTACH EXPLANATION) 13. MINIMUM SOIL BEARING PRESSURE: 2500 PSF AS WITNE55 BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFIC47I6'JN I5 TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: RICHARD C. JONES CERTIFICATION NUMBER: 4R-OOIC,172 V� DATE: 4/14/04 ST. LUCIE COUNTY BUILDING AND ZONING DEPARTMENT 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 34S82 561-462-1553 PRODUCT REVIEW AFFIDAVIT THE FOLLOWING PRODUCTS WILL @E INSTALLED IN THE STRUCTURE LOCATED AT: PERMIT NUMBER: - OWNERS NAME OWNERS ADDRESS CONTRACTORS NAME +CG-'��"'� � CONTRACTORS ADDRESS C- (sue [ C t r 5't2Vcf i '�varJ PRODUCT RATED PRODUCT DESIGN PR€ 6URE MANUFACTURER MODEL NUMBER METHOD OF ATTACHMENT 1/4" TAPCONS X 1- 1/4" MIN. CONCRETE EMBEDMENT WINDOWS «66.7 ! -76.4 T$f9 SERIES 605 MIN 4" FROM CORNERS AND S" O.G. TOP, BO-TCM AND SIDES CLUSTER OF 4 AT HEAD AND SILL OF MULLED WINDOWS FIXED GLASS .66.T / -76.4 TBM SERIES 338 1/4'' TAPCONS X 1- 1/4" MIN. CONCRETE EMBEDMENT MIN 4" FROM CORNERS AND 8" O.C.TOP, BO'TOM AND SIDES T$M SERIES 230 I/4" TAPCONS X 1— 1/4" MIN. CONCRETE EMBEDMENT 5WING DOORS MIN 4" FROM CORNERS AND 8" D.C. TOP, BO'TOM AND SIDES (FRENCH) _ CLUSTER OF 4 AT HEAD AND SILL OF MULLED DOORS/WINDOWS THERMA-TRU FIBER -CLASSIC. 1/4' TAPCONS X 1— 1/4" MIN. CONCRETE EMBEDMENT SWING DOORS 'a7 - 67 MIN 4" FROM CORNERS AND 8" O.G. TOP, BO'iTOM AND SIDES (SOLID CORE) OVERHEAD «46 / -52 WAYNE DALTON �r8300 5/16' X 1 5/8" LAG SCREWS AT 8" O.G. (GARAGE DOORS) ROOFING MATERIAL TUSCAN REGAL 'S' 41.2 HAN50N 020516.05 (2) 10-D RING SHANK NAILS PER TILE HAI-IILTON VICTORIAN SLATE 3&1 HANSON 020705,07 (2) 10-D RING SHANK NAILS PER TILE SHUTTERS 140 EdXP-C MADDEN 9240 FBC DIRECT MOUNT I HAVE REVIWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME RICHARD C. UONE'S CERTIFICATION NUMBER: AR-0016172 11 , / � f V 1eZ 9 L, C}gaa�s bl�� `/" (pad �56 pbes•� r�,rt56�;=ui �.SSC.y� Aati � ^�� � - `Rp 'r q Ckvk71 C L A'D e> .. C 1 C-0" 0 A., P f't-L J �8°FSSP4A ANSSUSjECI"NOAI.t p8o,, , 'RZOUIRED)a ��pANYCO� 40;,41,7� ANYSSNS S4DINS CT/I"} A9P yWINA44 �'R 'N 08D �.S *T' i"q r cop, s' EPL4NS H�VEEEEN REVIL THES,. INgCCORDANCE WITH THE FLORIDAI BUILDING CODE, , VaFe✓�aI"��` k '" FILE cop 0A !p pG p y CAO � ! >r2�9 0 o �'�+ Fio m9 0CJ,O A`n► - o �O�y�N 7- F CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (413) 235-8439 e-mail rich@rjarchitecture,com FL. LIC # AR - 0016172 U CC3 C c U CA CONTRACT DATE DRAWN BY RJ CHECKED BY RJ CAD FILE NAME C:\RCJARCH\PGA REVISIONS CONSTRUCTION DOCUMENTS 312.2104 NOTE S/ WIND LWINV • u 25p A 3 #2/19 — 10/ � IN 2!' GGND. Mf—TPNQ, O 4F0A PROVIDE 2" EMPTY O, MAIN FEED FROM FP & L. 1/2' cond. 1 #4 TO G.W.P. 1 #4 GI.Af IFS TO 1 44 TO 5/b" X 10' BAR IN FTC. = = GALV. ORCUND ROD PER NnC 250-L31 ELECTRICAL RISER � I � i \ 5� \gyp--------- i� U &\ u / bN 250 ^1"IP5 — CCMF'UTEp LOPED fiP`(�-I—'E CKT. EgJIPI" NT Wfir ro (W1 GK EGa,J FIM M WW LOro (W1 1 AHU #1 60A / 2P 6 40,000 2 4 AHU #2 A/C #2 30A / 2P 10 5,000 3 5 A/G �'1 40A / 2P 10 6 b 40A / 2P 10 7 RfFRC�RATCW F=2ER 1600 10 TER Pe-IWAe0eR OAT�AC� A� 30A / 2P 10 5000 20A / 1P 12 SOO 12 5HAL 20A / 1P 12 GOO 14 20A / 1P 12 1200 WASHER 20A / 1P 1500 16 20A / 1P 121200 LIS HI OWAVZ 20A / 1P 12 1200 16 6ATH !il 20A / 1P12 1500 WAi1 2 HEATER 25A / 2P 10 4500 20 rx7md R 09 20A / 1P 12 1500 22 KITCHEN LJO-MN(9 20A / 1P 12 1200 �y 40A / 2P 8 6000 24 (tA1-ICE CEN LTO. 50A/2P 6 6000 25 26 27 C EN LTC. 9.350 X 3 KW /5F. 15A / 1P 14 10500 28 15A / 1P 14 2-P 30 31 32 33 34 35 36 37 38 30 40 C WTRAI. NAG 41 SF`N�� 42 1 SPARE 96,%25 rR5T 10.000W ® 1002, ........ 40.000 A/G 17.500W ® 100Y ........17,500 TOTAL GGMPUTEP LOro Fd:1"l^VP1 R ® 40Z ........................ 13,010 5UD-TOTPL.-............... ...................... 41,910 41.310 W / 240V • 172.112 P r5 25,100 TOTS 62,025 EL�GT�IG�L LEGEHp HOUMEV UC HT � M.tATHCR �G>� 09 Rr42FTAaZ �[ eR rA1LT IHTmemirTER Rrzn-TAOJ: ' W^LL HGUNTrP UGHT wv Y /O\ ® 220-Vd.T FMGEPTK7l \ / WCV55ED HIC H HAT /V.^!d'i PM'£1_ W55, M R mere VAFCR PROliF uaw [x8•AKER PAfH. 00=== 5Iq'BALL HOU47M n 1Jors'CLHT RX UW, E ,.{ I��I }, I v EEGTfdG HCTCR R5CM566C= FLOC FeSCENT r1MRE JUNcnc 1 box EI HAN p sC 6HHEGT rNIEL O C#iAJST rAi Q.I PWICATW P5C0NCGT PA'CL 5WTGH RCUMP WW Apr TMJ:PHCrC JACK 3 WAY SWTGH A4Q 7UZM96N JAGK 4 WAY 5WTQ1 tPA PHHEz SWTGH CHM55 -0 pce)R DML OT THE�^T -0 PLJH DL)TTCN-0^9^M PR 6PENrR O gr1mr pmwTGR TIME 5MATQi ' nADV- �} v,ATHw PROGF 5WTGH CARAM POOR OPrNW PEPCAlVP RCGCYTAA.0 PAJpLC F'A'I PJF'IP.X RVZrFfA0X 110/120 5WTCH AGTIVATEp W,=-TAA.0 O L -4 ® / II � V -\jft/3p I V Lt3r I // v v vjv �� AI L _ --L I \� (p Y qp ,✓/ W/ FWRc I I I L/ a _ 1 L\ IIJI TRA, VAG \ II 1/ II / I I / I / I / I I I I r I I 1 I I I I I r I / I / I / J qp CR FPROVIDED,LtECTRIC SMOKE DETtTORS WITH BATTERY CUP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. -441 ro�F*0c 4s���! F��o?O�yF C 0 FILE COPY RICHARD JONES ARCHITECTURE 306 North Swinton Ave. Delray Beach Florida 33444 voice (561) 706-8960 fax (40) 235-8439 e-mail rich@rjarchitecture.com FL. LIC # AR - 0016172 al � yt CId ct $:L, rA CONTRACT DATE DRAWN BY CHECKED BY CAD FILE NAME C:\RCJARCH\PGA RJ RJ REVISIONS CONSTRUCTION 7.05.05 DOCUMENTS ELECTRICAL ASHBURY CONCEALED FASTENERS OR A•ITACHMbNT ARE THE RESAONSIBILI I Y OF THE CONTRACTOR OF RECORD ELECTRICAL PLAN 141-1'-01' BLu:r / :. .I i I E-1 W z 0 u y tl 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 2 MEASUREMENTS 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 CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND ACCESSORIES SO THAT IT IS READILY ACCESSIBLE FOR SERVICING AND/OR REPLACEMENT, 6DOORS 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 BE R-6 8 FLEXIBLE DUCTWORK SHALL NOT SAG BETWEEN SUPPORTS, AND WILL NOT BE STRETCHED OR 'CRUSHED' TO FIT INT❑ 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 A LOCAL OR COUNTY BUILDING CODE, WHEN REQUIRED ONE FIRE DAMPER WILL BE INSTALLED AT EACH SUPPLY & RETURN AIR PENETRATION BETWEEN ONE —HOUR FIRE RESTRICTIVE CONTRUCTION AREAS ONLY] LE, ATTACHED GARAGE AND THE RESIDENCE. DETAILS ON FIRE DAMPER(S)t MANUFACTURER : NAILOR INDUSTRIES MODEL NUMBER, D-0110 TYPE: DYNAMIC DAMPERS TO BE IN A 22 GAUGE METAL SLEEVE THAT IS MOUNTED TO THE FRAMED ❑PENING WITH A MINIMUM OF 3 #12 SCREWS PER SIDE, 1THE 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 T TO EXCEED 25'. �JJALL UNITS SHOULD HAVE OVERFLOW PROTERCTION DEVISE, O O EQIULRM)N 1 R rARRIER5 HRU YES/NO/ NO I UPDATED ON HEATER K. W. @240VOL TS 10 1 HEATER BK 60 REFRIGERANT & DRAINLINE SIZE 7/8 & 3/8 3/4 SEER SPECIFIC DESIGNATED SEER 12.0 w TOTAL CFM 1850 TOTAL COOLING 58,500 w C-3 SENSIBLE COOLING41800 CUMODEL NUMBER 38BRC060 DIM HXWXD 3 COMP FLA-LRA 321169 FAN HP FLA _ 114- 2.0 MIN MAX AMPS 41-60 Q WEIGHT LBS 285 HUMODEL NUMBER FB4ANB07000 FANHP-LRA 1/2-.0 WEIGHT LBS 196 DIM HXWXD 24/11/16X22X6 ANCHOR WITH 4-HILTI PINTO SHOT INTO CONCRETE MR 11/2" PENETRATION 4" CONC. SLAB A C: r- 11 ANr'N0R n;=TL I I PLUMIBER TO RUN 1 1/4" PVC DRAIN UNDER3ROUND. TO BE V FROM POLtSE. THESE PLANS HAVE BEEN RE IN ACCORDANCE WITH THE F BUILDING CODE, AC STAND BUILT BYFRAMER WITH METAL OR WOOD STUDS. DUCTED RETURN. FROM OVERHEAD. 4"MIN GLEARANC:E ON ALL SIDES OF AHU. A MEANS OF APPROVED OVERFLOW DEVISE REQUIRED. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ®Ceiling difuserSee drawing for dimension neck size location and direction of air flow. Icewa cifuser or return qqir. See r awin for identiFicationd!mensio L4 size, locdtior17 eBathroom exhaust fan See drawings For location 50cfm is default unless oltherwise noted on plain Ceiling return air griile6ee drawing For dimension, and location A Triangle duct take off see drawing for location. Reducer duct take off attactment, Bee drawing for location Thermostat,See drawing For location curz Corsi? unit vtJ ant to Jack ahuhandling unit cfm cubic feet/ min hu t recovery unit kw Wlowaits vir thu roof fla full load amps �G1�R�OROLl�x1-� EeT%TIE-e 110Z)EL A DRAWINGXALE LOT NUMBER 1/4"+I' r 2 l DRAWING COMPLETED BY HVACPLAN 2/20/04