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PLANSPLANNING BOARD AGENDA OF tAW 0 vQ yv ITEM NO. Name of Owner /Applicant V f � k‘M Phone No. Address of Property, and /or Legal Description 440, u Nature of Request ki'P qQa ( °flw40©C' Present Zoning ' Area of Present Building *,)4 Area with Proposed Addition " 3 s 1 PIS' s o Parking Spaces Provided Parking Spaces Required with Addition 0 Setbacks as per Code i � © * Setbacks Provided Variances/EiTantie Council Action Required l d Date of Applicant Notification Planning Board Action Council Action alliami crhorefYill.age F L OR ID A VAN. I 09 ;tvc37 4p 41; Director of Building and Zoning PLANNING & ZONING BOARD Mr. Rossi excused himself at this point. -2- May 14, 1987 4. REQUEST FOR APPROVAL OF VARIANCE TO PARK MOTOR HOME KAROLY VARADI 10610 N. E. 10th CT. Members reviewed a letter from Mr. Varadi, in which he noted that he is contemplating the purchase of a 30' motor home, which when not in use, he planned to park in the back yard. The request is for a variance to Appendix A- Zoning, Sec 501 (s)(1). Mrs. Varadi stated that 30' is considered a standard size for recrea- tional vehicles and 20' motor homes are not being manufactured. Further she stated, the motor home when not in use on the road, will be parked in the back yard, out of neighbors view. At no time and under no cir- cumstances will the vehicle be used as living or sleeping quarters within Miami Shores Village. She stated also that there are at least five other instances where a motor home is parked at the residence. Mr. Stobs advised Mr. & Mrs. Varadi, this section of the Code applies not only to motor homes, but also to boats. Also, the recreational vehicle can be seen from the Golf Course. Any other violations to the Code in Miami Shores Village are a situation for the Code Enforcement Board to look at. Mr. McClure noted, because of the very strict guidelines, a variance is not in order, however, he is not opposed to reviewing this Section of the Code, at a future date. Following continued discussion, Mr. Laubenthal moved to deny the request for lack of grounds for a variance. Motion seconded by Mr. Duffy, and passed unanimously. Mr. Stobs then explained the appeal to Council process to Mr. & Mrs. Varadi. Ns. Rossi returned to the meeting. 5. REQUEST FOR APPROVAL OF PLANS FOR ADDITION & ALTERATION FRANCES KING 469 N. E. 91st ST. The area of the present building is 2,444 sq ft, and the proposed addition is 1,126 sq ft. The set backs as required by Code are 25' front, 10' side, and 15' rear. The setbacks provided here are 241/4' front, 4'2" & 5' side, and 46' in the rear. The property is non - conforming, structure encroaches on the required setback. Mr. Nathan Wimberly and Mr. Charles Smith, Architect noted/the gazebo will be removed, but the garage in the rear will be remodeled. The character of the house will be maintained. The garage in the rear does have a kitchen and was rented in the past, but all this will be removed in the remodeling process. Mr. Smith outlined changes to be made and answered questions asked by the Members of the Board. PLANNING & ZONING BOARD -3- May 14, 1987 Mr. Stobs explained that the structure is non - conforming, and to grant a variance is to compound the situation. Discussion continued concerning the non - conformity, and the fact that in order to grant a variance the request must meet two of four of the requirements for a variance, which is not so in this case. Mr. Stobs also advised Mr. Smith that if he works within the 10' set back, Mr. LuBien could approve the project. Much discussion continued, as several alternatives to plans were recom- mended. Mr. Smith stated he wanted a decision this evening, and did not wish to withdraw the request. Following further discussion, Mr. Stobs advised Members the request could be acted upon, followed with special direction to Mr. Charles Smith, the architect, and for Mr. LuBien, Director of Building & Zoning. Mr. Duffy moved to deny the request for approval of the plans for addition and alterations as submitted. Motion was seconded by Mr. Laubenthal, and passed by a unanimous vote. Direction to Mr. LuBien as outlined by Mr. Duffy follow: 1. There is no problem with the glass enclosure of the sun deck. 2. Garage may be enclosed if it meets with the normal garage enclosure standards. 3. The driveway ribbons to the existing carport must be cut short, to make room for a planter or separation, so as not to give any appear- ance of enclosure. 4. The existing rear garage may be remodeled, however, if rebuilt, the proper set back is required. 5. New building additions must adhere to the required set backs. 6. REQUEST FOR APPROVAL OF EXTERIOR COLOR JEAN EDMOND 189 N. W. 97th ST. It was noted that this house has been painted without a permit. Jean Edmond was not present, but had listed two other locations where he felt the color is similar to the color he used. In discussion, Mr. McClure noted that he is not in favor of such a dark gray color. He felt that in previous discussions Members favored more pastel colors. Mr. Stobs felt the color submitted for approval should be no darker than the two locations Mr. Edmond mentioned. Mr. McClure moved that, Mr. LuBien request from the applicant a more realistic color sample and compare it to the present house color, and if it is in fact darker, it should not be approved. Mr. Laubenthal seconded the motion. In further discussion Mr. Duffy is not in favor of the concept of placing the burden on the owner. Mr. McClure felt therehould be a limit on how dark the color should be. Mr. McClure called for the vote, and the motion carried by 4 -1, with Mr. Duffy dissenting. SKETCH OF SURVEY SCALE: 1".80 111 Chun/ley 9 Tt 50.0 4 0.5' Clear G Je�Pipe $P 5 1..05 1 1 clevr 4.25' cs3 uJ4 f er re/41 ho (01 eons) 8.4' o._ Z ti Pole online o.9 'N T 20.33' / Q /- 5 T /`, ti Wood /fame N Rya ti Q. 34' eo r'rr)e Z6.1 29. 8O' grN h N ' 1.03 U) W Z.03 o c a 15. 70 X134 %j ', Qt � J3` S ef p /74' /�l1deaairi/ ti E. 9/ 51" �h S / /556 , ,_ h /4 15 /ti 17 18 IY 20 ZZ 29 Z4Z .. .. A A .. / .. 50 f5.4 LOCATION MAP N E. SOURCE OP ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT, RELATIVE TO MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. LOCATOR INDEX BENCHMARK NO. ELEVATION 3250 SW N-603 7.70 Ft. BM IS A R( NAIL AND BRASS WASHER SET IN SIDEWALK. NE 96 ST - -- 10' NORTH OF PROJECTED NORTH EDGE OF PAVEMENT NE 6 AVE - -- 20' EAST OF PROJECTED EAST EDGE OF PAVEMENT 10' SE OF A SQUARE CONC POLE SUPPORTING TRAFFIC LICHT �O THUSLY INDICATES ELEVATIONS BASED ON MEAN SEA 8 LEVEL, NATIONAL GEODETIC VERTICAL DATUM. LEGAL DESCRIPTION: QI Lof 2/ $Loci 49 f1 AHi SyoREs" according to the Plat thereof, as recorded in Plat Book /0 at Page 37 of the Public Records of Dade County, Florida. CERTIFIED TO Ai F»U'7Ce5 .e/i DATE Ap. /z - 987 555 East 25th St Suite 211 Hialeah. Florida 33013 (305) 836 -1822 836 -0937 I.I. E . 9Z Sr. M X12 11 /0 9 8 7 4 G 5 3 50' 2 J.F. 1;A LOPEZ & ASSOCIATES ORDER DRAWN BY FB P87 59/ ,'/H. G -89 NOTE: NOT VALID UNLESS SEALED WITK Pro1...wnal Land Surveyor No. . AN EMBOSSED SURVEYOR'S SEAL. SW. or Floral. The F.I.A. Insuranco rate map revised on Jan. 5, 198x, published by the United States Department of Housing and Urban Development, delineate- the herein described land to be situated within Zone A. /Q BASE FLOOD - 9.0' LAND SURVEYORS • LAND PLANNERS • COP STRUCTION SURVEYS I HEREBY CERTIFY That a survey of the property as described in trte foregoing caption has been made under my direction. and meets the minimun technical standards set forth by Florida Society of Professional Land Surveyors pursuant to Chapter 472 027 of Florida statutes I further certify that this Sketch of Survey is an accurate representation of such survey. and is true and corret to the best of my knowledge and belief, and that no visible encroachments exist, except as shown G St DISwl Sc /41.C.. t "P Z® 1.c'T.zi 9 . µ14.141 .rS •t2 16 , �i tL 13 App F--t. • yT FL W'Z f'L ,w 1 Scat. • G P L LMf31•.:. 4, fc>AL. h ill GC7 ..O I r V 4,4 5 ;o nDn rat-.. 6 ar F(2_c sir (serf' ) 7'0 CfJCLO E" re- . 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V A:1 t r rJ I ) et• LT 7r. r • sn I 7:2 ro ez v lr) 4.) D7/ Cio •,)^:tf". 13° • MAX ON CENTIM 7W. HEAD & SILL e a. ••• o • e 0 •• O G e 0 090 • 9 0 • • O 0 • ee e • • • e• e • • SEALANT ON - - FRAME CORNERS & PANEL co • 9 99 • * • 0 • • 0 • * O 9 • • ••• O 0 e 7 1/2' e 0 0 ee • 95.750 GO 0 . 00 0 0 0 0 0 0 • . • 0 0 0 G 0 0 eo 0 0 9 __ _ ______ _ _ , ., _ _ _ _ . • • • 6 999 0 o ••• • • • •.. ..�..€1 0 • o • • 9 • • • • e • • • e 8 e • 0 • e e 6 • ee 90 0 ••• ee • a' e 0 0 9 9 0 0 o G GD 0> 0 2 POINT LOCK OPTION - I 7 1/2 13 ON CIENIER TW. HEAD & SAL XX • 7 1 .730 U. 7 1/2' 11_11 n/IT/ae Di 2pL lock info "5/11/98 13.5 T MAX 5 1/2 t SEALANT ON FRAME CORNERS & PANEL CORNERS • LARGE MISSLE IMPACT 000RS W 1GLA . iNG: 4l) V464 . WOWED /INTERLAYER (MONSANTO OR DUF'ONT) CONRGURAWM: VT 3. DESIGN PRESSURE RATINQ 3a) .464 LAIL: +75 P.S.F. -75 P.S.F. 3b) .401 LAN.: +80 P.S.F. -60 P.S.F. 4.) ANCHOR MX. 7 1/2 FROM CORNERS (HEAD & SILL) IJAK 5 1/2' FROM CORNERS (M) &W. SPACING AT HOO & OLL 11000 144X. SPACING AT Mak 11500 5.) NO SHUTTERS REQUIRED 8.) REFERENCE TEST REPORT: FM-2241 7.) R3R LOCKING ASSEAWLY OPTION - SEE SHEET 3 OF 4 21 " - 1 1070 Technology Dr, amalayaa saw Nokomis, Fl. • laki MI it 34275 "Oa r adolkleare SIVD-101 Desafilltat French Door — X XX INC • PR9DUCT JUDIEWF.D ACCEPTAticitiki, •% 0 u axi Exrmvavainicai Nioloolt mot aeon &ft ma ix 1.'4 • 97 • • • 95.750 9.625 EXTERIOR can Ps.oeaGOOS 1.272 4.000 489 SEE SHEET 3 FOR ANCHORS ROUGH -\ 4.000 Cru ROUGH OPENING '3.000 3.000 0 0 0 • • •• 1 84 3 / OPEMNG •..4149. • ® O 0 • n • • • • • . • •• .250 SPA 1.479 VERTICAL SECTION „WTER1OR • • 00 • • • • .250 • • • ••• • • • • 0 • RO U P G/VO ' KING . • • • • • • 00 0 • • • 0 • • • • 0 • • • • ••0 0 0 0 0 0 00 00 0 00 00 00 000 • 34.625 — nr. BOTH PANELS ACTIVE PANEL 25' MYUGHT °MONO ChaJaL P2.I%11Z Stroolecd 71.750 li0R/ZONTAL SECTION INTERIOR EXTE IOR INACTIVE PANE, PRO W1D ACCEITMKZ H. oI.- . 0411. 04 . :De• 1 t ';ce a2f \sue;• .t.,y ld • emcee .250 ROUGH OPENING 1.4-80 .0 e•• 0 • • 0 • O 0 0 • 0 0 • • 00 GO e•• • • • • e 0 000 e 0 O 0 0 0 0 00 00 ® • ••• ®0 •• • ® ® 0 0 • sloe • 0 0 • • O 0 0 0 O 0 o 00 0 ego 0 0 0-'p b POINT LOCK ASS1! Rolmt Oak 2 POINT LOCK ASSY, D) added 2 pt. lock Info as .060 -- 3/16Mk-1 i i i1 Aux SHIM - 3.000 r SPACE .401' iA11. W/1f0J4/fO S4FII][ PV8 W1E%AYER OR .4Ot _ l,. W/DIAACMf AJfAIJTL BVf101LAYER SEE ISMS 014.5111117-1 DES t PRES4IJ!£ £4TAfIL fd0 pif. 16/98 1. Aware aid at g ras 9.>ry110** S1i►D-101 1070 Technology Dr. Nokomis, PI. 34275 rench Door Ex 11Q SHIM 3.000 SPACE .4M' u1L w /Lo�SANm SAFUX P%' D YER OiR .4.84 LAY. w/DtiarT DMIN. ff syf81PlArER SEE �j' ON 2014 vi PR 1BL RADLIS f7S nsf. 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BY BLDR II111 -- J4 AKED BEAM HH14 N o w ro 1 CL 0 O RAKED ArITILEVER 3AC K Z 0 • O BLDR. (N. •1 0 0 0 0\ 1 ' -0" Typ. CANTILEVER TYP. CA\ TILEVER ROOF TRUSS END DETAIL ) 4.0 2 -2x__ PT. WOOD LEDGER & HURRICANE STRAP BY BUILDER 12 4.0 2 -2x__ PT. WOOD LEDGER Sc HANGER BY BUILDER DETAIL "A". CROSS SECTION. SCALE: 3/4 ":1' -0" , ••2 ELEV. Er -2" t p ELEV'. 18'-•4" ke OF T.B. ( VARIES ) HURRICANE METAL STRAP ANCHOR EACH TRUSS (BY BLDR) SCALE: 3/4":1'-0" r. 16' -9" N HANGER BY BUILDER 1. INSIDE TO FACE BUILDER 1 4x4 WOOD PO ELEv. 8' HANGER BY BUILDER STAIR'S LO 6'/D' CLEAR T BY BLDR 10' -4" 15' -5" 2x__ PT WOOD NAILER BY 20' -0" 21' -4" FLOOR FRAMDG PLAN SCALE: 3/1 6": 1 '-0" c 0 0 0 L. To c. 0 0. a. co C. o. 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FLAT FLOOR TRUSS END DETAIL SCALE: 3/4":1' Sit' DRAWING MAW RAM OESIGN, ARCHITECTa,3 PUtNNEA3 NO OKE t / REJECTED Ci APPROVED IXCEPTI I',' NS C ".L JTS RE - SUBMITO R72. " C01 FCF! WITH THE L _ ,.,:,) CCNT=:ACT 0000 1-NTS Marking _.'.I not L , '.'Ii. I _ relieving tha CONTP :Banco r;i1 . -. - ct plans an4 Speci rtures therefrom Tl -, CONTRACTOR rernainu r _ .,..,_: ,._r d :tails & accuracy, I`r confirming and Correlating all qunti,i::s, job conditions crd dimensions, for Selecting fabrication processes, for techniques of assembly and construction d fc perforining his work in a saf ma er. 81: _., ._. _. ., DATE: ._,X / / ) F - 1 Jc ; F=1 TY rx' v7 2' -0" 1' -0„ (CANT N.T.S ) / / / / / / / / 1 J 1 / / / / / 1. / . /. /, / / / / 7, / i /. 7, 7, 7, i' • • J5 J 2 U ELEV. 1 0' -4" TOP OF T.B. OSCAR CORRAL, P.E. (civil eng,) sign & seol: state of florid() registration #12467 dote: ( GRAVITY LOADS (top chord: live load: 1 deod load: (bottom chord: live food 1 deod lood:(lOpsf (total load: (duration factor:) ROOF FLOORS (30ps1 115psf (o0psf 1 (33 ) 40psf (10psf (Oepsf 1 (05psf 3 00 Z. ( WIND LOADS (exposure category Typ. C Ew bUiindidrI cotego/y: Type 11 velodty : 146 mph (meon roof be+9hl -3 " (importance factor. 1.0 (ASCE 7 - per FBC2001 Jot) alcicirtass:469 N.E. 91 ST, MIAMI SHORES, F storing and erecting. Droping of tru— " SET-BACK Careless h DRArw ACD CHECKED F ^ CATE CB/CC/05 SCALE 1 4" = JOB NO. c p H SHEET 1 n / SHEETS OF /2_ VENT DRYER TO EXTERIOR W/ GALY. MIL. FL ASHING 4 RAIN CAP 8'X'6' VENT BLOCKS ON OPPOSITE e DES 9 FLOOR LEYEL(5EE CALCS. BELOW) METER E.OFL. 3'- PA85 -TNRu FAMILY ROOM TILE OSL, 88. $1t3C W/ t>l$POBAL 12' -0' KITCHEN TILE FLR. 12' -4' DINING CARPET 4 PAD L IVING CARPET 4 PAD 2nd. FLOOR / V - 22•X36' ATTIC ACCE55 FOYER ICL, I 61RPET in NOW MN � I' ZO. SSANVA4 `SSSSaiNYPASSSSSS'ASSSy4' 1 .' M ii rIss DD11111111D1 .tllMlM1 s s a as l WORM= • LSSS'OPSSWRSSSW. i i 191111111MlD11111hiDIi1111D [• s _1 � GARAGE LOUVER VENT IN GARAGE DOOR FLOOR LEVEL 120 SQ. IN. MIN. 16'- 0'x1' -0' O.H. DR MASTER BEDROOM CARPET 4 PAD \r E.OFL 30' - 0' SCALE: 1/4° = 1 -0" 1 1211111136 D11111111Ir1D1111I11111D111 EOFL. 9`-10' BE DROOM CARPET 4 PA CARPET 4 PAD BEDROOM #3 z3ALCCN 9' -10' OPEN TO BELOW BEDROOM #2 CARPET 4 PAD WALL -MID. --- I- 1ANDRAIL umio�nar� �mm� 11 16". i • 0 LJ 1°4 II II LJ I- NOTE: CORNERS OF STUD WALLS AND PARTITIONS SHALL BE FRAMED SOLID BY NOT LESS THAN THREE SCUDS. (TYP.) BATH, 4 $3 C.T. FLOOR E3AT1 -I. 4 '2 C.T. FLOOR PROVIDE DOOR STOPS IN BALCONY L / 2' -0, 5' -6' 42' HIGH D CORAT1VE ALUM, RAILIN 2nd 1/0 -9' A -, 21' -4' SCALE: 1/4' = 1 8001: BELOW IE FL 2T-9' 2 1' -9' -,0!0 E ?UN .1E 5'-6 11' - 2'-11' PARAPET WALL BELOW • SEE ELEVATIONS zt V 1ST FLOOR ROOF BELOW a CALCULATED FLOOR ,AREAS 111111i_I1I_iI! WEINEISMENECOMI 7_77 - 4' BLOCK ON SIDE 4' BLOCK ON SIDE, SCREEN. GARAGE VENT ISLOCK _EOFEND NEW 8' MASONRY BLOCK WALL NEW FRAMED NON BEARING PARTITION 2X4 WD. STUDS e 24' O.0 W/ 1/2' DRYWALL BOTH SIDES NEW 1 HR. F.R FRAMED INSULATED BEARING WALL -2X4 OR 2X6 IUD. STUDS 4 I6' O.0 W/ 5/S' TYf 'X' DRYWALL FINISH BOTH SIDE 4 R - 11 MIN. FIB ERGLASS BATT INSULATION, AS PER GA. ASSEMBLY 0 1UP 3510 NEW 1 HR FIRE RATED FRAMED BEARING WALL - 2X4, 2X6, OR 2X8 WO, STUDS e I6' O.0 (SEE PLANS FOR TYPE) W/ 5/8' TYPE 'X' DRYWALL FINISH ON BOTH SIDES AS PER GA ASSEMBLY *V1P3510 NEW INSUL. WALL - 1/2' GYPSUM BOARD ON 2x4 WD. STUDS e 24' O.C. 4 3 1/2' BAIT INSULATION BETWEEN o;GadOa THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITI -1, AND MEETS THE REQUIREMENTS OF SECTION 100S OF THE FLORIDA BUILDING CODE, 2002 EDITION, AND ASCE 1 -98 (WHERE APPLICABLE). FOR 140 MILES PER HOUR OR LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO WIND LOAD ONLY. BASIC WIND SPEED = 146 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = C INTERNAL PRESSURE COEFFICIENT : +/ -0.18 FULLY ENCLOSED WIND PRESSURES FOR COMPONENTS AND CLADDING FOR WALL ELEMENTS SHALL SE SHOWN ON FLOOR PLAN AND OR ELEVATIONS. CODE aa DES 8H ONFonEgormm OCCUPANCY CLASSIFICATION; OCCUPANCY '1R3', RESIDENTIAL CONSTRUCTION TYPE: TYPE YI, UNPROTECTED DESIGNED IN CONFORMANCE WITH THE FLORIDA BUILDING CODE. TOTAL CONDITIONED let FLOOR AREA (GROSS) = 1,089 SQ. FT, TOTAL CONDITIONED 211d FLOOR AREA (GROSS) = 146 5Q. FT. COVERED ENTRY/ BALCONY AREA : 184 ea FT. TOTAL GARAGE AREA (GROSS) = 412 SQ. FT. TOTAL BUILDING AREA (GROSS) = 2,335 SQ. FT. A= Q/v WHERE: Q = FLOW RATE, cFM V= ESTIMATED AIR SPEED, FT/MIN. (SEE NOTE BELOW) A =OPENING AREA, SS Q =200 GPM (100 GPM X 2 CARS) V =540 FT/MIN (APPROX .6 MPH) NOTE WIND SPEED DATA OBTAINED FROM NATIONAL OCEANOGRAPHIC AND ATMOSPHERIC ASSOCIATION USING THE LOWE AYG. SPED FOR THE SUMMER MONTHS, REQUIRED VENTAREA 4-200 CFM/✓40 FT/MIN. _ .031 SF REQUIRED PROVIDED VENT AREA: Ar. TWO 8'X16' OPENINGS : 1.16 SF PROVIDED, REVISIONS B Y 0 WINDOWS (ZONE 4) TYPE 0 zISE (in) AREA GCP GCPi WIND PRESSURE EXISTING (psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + - + - + - 1 37 "x50 5/8" 12.81 0.98 1.08 0.18 0.18 57.59 62.59 66.70 80.00 03- 0514.01 SH- IMP.GLASS TYPE "A" 2 ✓ 53 1/8 "x63" 23.18 0.88 0,98 0.18 0.18 52.62 57.59 66.70 80.00 03- 0514.01 SH- IMP.GLASS TYPE "8" 3 ✓ 37 "x38 3/8" 9.73 1.00 1.10 0.18 0.18 58.58 63.55 66,70 80.00 03-0514.01 TYPE "A" DOOR (ZONE 4) TYPE O (in) ZISE AREA GCP GCPi WIND PRESSURE EXISTING (psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + - + - + - A ✓ 5'- 0 "x6' -8" 1 33.30 0.85 0.95 0.18 0.18 51.13 56.10 75.00 75.00 01- 0417,04 F0 -IMP. 3 / 5'-°"x6'-37\N SIDE LITE'S(18 "xS0 " ) 53.28 0.78 0.88 0.18 0.18 47.66 52.62 75.00 75.00 02 0927.13 FO(OXXO) -IMP. WINDOWS (ZONE 5) TYPE O ZISE (in) AREA GCP GCPi WIND PRESSURE EXISTING (psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + - + - + - 1 1 37 "x50 5/8" 12.81 0.98 1.38 0.18 0.18 57.59 77.45 66.70 80.00 03 0514.01 SH- IMP.GLASS TYPE "A" 4 1 53 1/8 "x50 5/8" 18.34 0.92 1.32 0.18 0.18 54.61 74.47 66.70 80.00 03- 0514.01 SH- IMP.GLASS TYPE "B" FIXED GLASS (ZONE 5) TYPE O ZISE (in) / AREA GCP GCPi WIND PRESSURE EXISTING (psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + - + - + - 51/ 24 "x60" 10.00 1,00 1.40 0.18 0.18 58.58 78.44 80.00 80.00 i P W- 03- 1105.01 IMP.GLASS TYPE "A" FIXED GLASS (ZONE 4) TYPE 0 ZISE (in) AREA GCP GCPi WIND PRESSURE EXISTING (psf) WIND PRESSURE ALLOWABLE(psf) ACCEPTANCE No S.F. + - + - + - + - / 6 48 "x96" 32.00 0.85 0.95 0.18 0.18 51.13 56.10 73.10 73.10 03- 1105.01 I PW -IMP. GLASS TYPE "8" MULLIONS ACCEPTANCE No TYPE HEIGHT CONSTRIBUTION WIDHT WIND PRESSURE (psf) TYPE WIND PRESSURE ALLOWABLE(psf) - - JOB NO 7 i 63 " 74" 52.62 57.59 1X4 128.0 128.0 02 0701.05 DRAWN A CD CHECKED FGP DATE 0/8/05 SCALE 1/ 4=1 JOB NO c J SHEET 2 SHEETS - f moM top» MVQ0 - 1- •!8' -4' ELEV. T.O.t3. ESP WHITE FINISHED ALUM" RAILING +I0' -4' ELEV, FIN, 2ND FLOOR TEXTURED STUCCO FINISH +0' - 0' ELEV. FIN. PLR +i0-4' ELEV: i U/ ' x CAD '/ v� 1 L sue'5P ©.O- / / o/ FIN. 2ND FLOOR +0' -m' ELEV. FIN. PLR. 6'ism . ter } S (4 /x 03' 7- d / 0A1 a Via-ft Jokumol rallsols ■ 1 ■C � 4)(L 111 1 1 �o(s 3 �» f5-G SCALE: 1/4' = 1 -0' 1 l'RECA TtI F1N16HED E T; , . RiviNE EtIENT 1 ! 1 ti E IL 1 ti LwoRT EfIEMMTf©N 2 "1" PI TCN • 101 _ li 0210IIIIrir!r!ihh!r!ririiII 0 1111 . ' ©D'- a 70/ o 11111 111111111 o.oiAnAi ArA�A � A �A �� �Ai� A�.►, - 1 SCALE: 1 /4" = 1' -0' ezze EMQTDOK1 t 12' Q. GRID LAYOVER FOR PURPOSE OF DETERMINING RACED BEAM CONTOURS SPANISH '5' CONCRETE TILE A APPLIED, STUCCO FiN!SPED PRECAST ARCHITECTURAL ELEMENT ELEY, FIN. 2ND FLOOR •� STUCCO F!NISNED, APPLIED EPS BANDING ELEY, FIN. PLR 4 1MQ.G10 D i carr ( 9-1'4 1 7/5/7 3: • 1D& /-o /X ),eV wile, /i 4 (hP /< -v eo e� 7 1-- �dD 7 , /_ . ESP UJHITE FIN. ALUM. BALCONY RAILfNC W/ MAIN SUPPORT POSTS AT 48' O.C. AND VERT. PICKETS AT 4" o.C, - RAILING TO DEFLECT A - 3.99' OBJECT +8' -2' ELEY. TDB, IN, +10' -4' ELEY. FIN. 2ND FLOOR +0' - ELEV. FIN. FLR i Alk 1 I SPANISH 1 5' CONCRETE TILE A AI „ AI AIL L b&HT -T)_ XTURE D STucco i z 1 41 PITCH 1 11 1 0 1 0 1 11 1 0 1 0 1 0 1 11 1 11 1 11 1 0 1 11 1 0 1 0 1 1 1 1 101 11 1 01 P4.. 1 A 1.1" 4 4... _ 4 1 . 44 Qau g©O -R 1--1 Z CP f4T OAS * * _...001 0 4 0 01 0 0 440 1 1 1 11111146 . kitabb aaf/( ''x l03 ) 7c � L (g,'b )4; O // D/ 0 0 RMNLIC SUE CEL❑WAVO© 1 SCALE: 1/4" = 1' -0' - J _ielopprommippripptippi I LEFT &IDE SCALE: I/4' - 1 Pai( /8 "X /- 5/. /_3 /O //or ,/.) ;- a.3-o. p /I ( 7 `1; A)o(93-a, y 9/ V (5 ;3 ( /) - -S� ,'.` 0,3-- 4:5Y o/ ri 0 SPANISH '5' CONCRETE TILE, TYP. 12 PITCH 14 ELEY, T.O.B. STUCCO FINISHED, 7- APPLIED EPS BANDING .5 ( ■-37 / V ,72 ri ) 7 77' , s p�. O.O /S/v a/ ESP WHITE FIN. ALUM. BALCONY RAILING W/ MAIN SUPPORT POSTS AT 4a' O.C. AND VERT. PICKETS AT 4' O,C. - RAILING TO DEFLECT A 3,99' OBJECT REvISiON3 Sr z N W 0 0 0 0 z z w L. Lil J Z 0 Z W LL () 0 J 0 (J ) 7 0 Ill 7 8.500 --44 36.125 MAX. 33 3/8 MAX. DAYUCHT - OPEN!NC 13. 4.000 --� 4.000 -- 4.000 4.000 25' WAX. A DAYLIGHT OPENING 13.50 Fes- 1 1 / 4.000 ( / 4 .000 4.000 oxxo 71.750 14AX. 4.000 25' IAAX �] AAYUGNT OPETC 13.50 MAX. Four 1/4' Topcors or 5 114 Scrims Req'd at this Location. Top & Bottom. 38.12.5 W.X. 33 3/8 MAX. DAYUGHT OPC41NC 13,50 4.000 +- 4.000 4.000 4.000 LARGE MISSILE IMPAT DOQR$ 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTTON 1 - .402 (J/$') LAMINATED (3/16' MEAT STRENGPITh .090 INNER MYFR, T /8' OPTION 2 - .402 (3/8') LAMINATED (3/16' HEAT STRfNGTHEVED..090 INNER LAYER, 1/8 NEAT STRENGT7 EKED OPTION J - 7/18' LAMNMTED (3/16" /MEAT STRENGTHENED. .090 MINER LOU?, 3/16' ANNEALED OPTION 4 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 MINER LAYER 3/16' NEAT STRENGTHENED 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOUR Aux FROM CORfNERS. 6.500 & SILL,) #44X FROM COWERS: 6.000 (w8$) MAX. SPAC/1MG AT HEAD & SILL 13.500 WX. SPACING AT 21.000 44) SHUTTER REOUIRPEr Y17ERS MOT REQUIRED: 5.) REFERENCE TEST REPORT: FR -2067 CCYt et PANEL 'CC 't.R `t I 13.250 6 HIN. 1.Ut.. TYPiCA1 21.000 VAX. f 5.500 1, 21.000 MAX. t 3.250 1- HINGE LOC. 6.000• 47.875 I-*.GE LOC. TYPICAL Roba�rt{�l.��j_ C1oric. P.E. fJ trix-a 16171 2 96 WAX. A 85 1/8 DAYLIGHT OPc'N1NC TYP. 6.500 A a28.S h4E TYP. tt4 H.FAD & S L 1070 TECt110l.0GY CAW NOIt0MMSi FL 3427S P.0. DOX 1629 140KOi/S, fU 34274 1- 37.500 MAX. --- 38.125 MAX. n 33 3/8 MAX. A 25' IdAX. DAYLIGHT DA'f1J01T ---- OPENING _ OPENING 2 c0 trr LACK OPTION 39.500 MAX. 1 4 1 - 0 - c ; 0 4.00G 4.000 4.000 n. L oxo 13.50 max. Road 9y. Oates: Revisions: F.K. 1 17 03 D -ADO D.O. DIMS F.K. Re+iriorsK C-i4EO 716 r • a PLIES F.K. :/20/01 8 -PER LETTER 8/17/0 organ 1 D.B. O++crfpbon: ELEVATIONS OXXO & OXO 38.125 MAX. 33 3/6 MAX. MYUGHT ----- OPENING 13.50 urx. _..� 4.000 6.000 21.000 MAX. 21.000 6.000 f 6.000 PRODU4T RIVIZVED •11611 e!e Fbtiis Rafts Ookt X01- t •/3 VAT Ewa, ALUMINUM FRENCH DOOR WI SIDELITES NTS 1 '.' '8 h. 972 < ;rp x '101 °� A �.I' COMPARATN! ANALYSIS TABLZ 3. - GLASS OPTION 3 . 3/10" I-4W Strer ` � ted .090 Inne er, 3/18" Annealed `'T Qty. atab. (I W � ++ r -"A Door i _ t1►* - 96.750 II 79.750. 83.750 67.750 wr...�_ _ 91.750 oxo 1 1 22.000 37.600 -75.0 -75.0 -75.0 -75.0 -75.0 r 75.0 75.0 76.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -76.0 -750 -76.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 75.0 -76.0 . - 75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -7 5.0 -75.0 -75.0 -74.7 -72.8 75.0 75.0 75.0 75.0 74.7 72.8 1 36.125 37.500 -70.0 -87.9 -86.7 - 83.1 -60.4 70.0 67.9 85.7 63.1 00.4 1 oxxo 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 - -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.760 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.8 75.0 75.0 75.0 74.7 72.6 2 38.125 71.750 -70.0 -87.9 - 85.7 -83.1 -80.4 70.0 67.9 85.7 83.1 80.4 CO Y PARATNE ANALY$45 TAKE 2. - GUM OPT1O N 2 - : m } -, 3/18" Haat Strengthened, .090 Inner Layer, 1/8r" Heat Strengthened Qty. of Stab . Metz 1 ?Width ' M ax. 000; Widdle , II Me 79.750 83.760 87.750 i 91.760 06.760 oxo ' '''' 1 1 ' ` 22"000' 1- 37:800 -75.0 - -75.0 - 76.0,, • r - 75 75.0 75.0 75.0 .75.0 • . 75.0 1 28. 000 `` , 1 ` . " 7.500 3 ; -76.0 -75.0 -75.0 -76.0 -75.0 75.0 76.0 78.0. 76.0'' '" 76.0`' 1 30.000 > 37.600 -75.0 -75.0 - 75.0 ..,_ -75.0 . - 75.0 75.0 75.0 75.0 75.0 75.0 1 33,000 :37,600 -75.0 -75.0 -75.0 ` -75.0 -75.0 75.0 75.0 75.0 76.0 76.0 1 38.125 y ' 37 600 .. -75.0 -75.0 -75.0 ' s '' -75.0 -75.0 76.0 4. 75.0 75.0 ' "76.0 76.0 _ 1 o x x o 1 2 22.000 ., ° 71350 f:; _76.0 •75 0 -75.0 -76.0 -76.0 75.0 75.0 75.0 . 76.0. 75.0 2 28.000 71.. 750 , -7 5.0 -75.0 -75.0 ` -75.0 -75.0 75.0 75.0 75.0 75.0 " 76.0 2 30.000 71.750 . _ ; -75.0 46.0 -75.0 -76O; ... -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 7.1.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 =_ 75.0 2 38.125 71.750 -75.0 . -75.0 -75.0 - 75.0' ' -75.0 75.0 , 75.0 75.0 75.0 ' =- - 75.0 - .;»&PARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 311d" Hset 8.. ., .090 Inner Layer, 1/8 Mnsi ed oty. of en.144KS Max. Door lialshta Stabs Width Widths 79.760 83.760 87.760 X 0 X X X X 1 1 1 1 1 /2 2 2 2 2 1 22.000 1 28.000 1 30.000 22.000 37.500 28.000 37.500 30.000 37.500 33.000 37.600 38.125 37.600 22.000 71.750 28.000 71.750 30.000 71.750 33.000 71.750 36.125 71.750 COMPARATIVE ANALYSIS TABLE 4. • GLASS 3/16" Heat Strensithened. .090 Inner Layer, Qty. of' 8idtlsa Max. Door Slabs Width ' Widths 37.500 37.500 37.500 2 22.000 71.750 -75.0 -75.0 -72.5 76.0 75.0 -74.7 -73.2 747 73.2 - 70.8 68.8 87.1 - 84.7 -63.2 -81.0 -69.0 -58.2 84.7 83.2 81.0 -65.4 -53.5 -51.8 55.4 53.5 51.8 - 48.9 -47.5 -45.4 48.9 _ 47.5 -75.0 -75.0 75.0 75.0 -74,7 -732 74.7 73.2 -84.7 -63.2 64.7 -55.4 55.4 _ 53.5 -48.9 -47.5 48.9 47.5 79.750 75.0 -75.0 75.0 -76.0 75.0 -75.0 83.2 _ 81.0 -63.5 -61.8 OPTION 4 3/16" Heat Strengthened 83.750 1 33.000 37.500 f 75.0 75.0 1 38.125 37.500 -75.0 -75.0 Heights -70.8 70.8 -81.0 87.750 91.750 ' 96.750 -70.2 -88.8 72.5 70.2 88.8 -70.8 - 88.5 -87.1 69.0 -50.1 58.2 -48.9 50.1 _ 48.9 - 43.4 -41.8 45.4 43.4 _ 41.8 -72.5 -70.2 -68.8 72.5 70.2 88.8 -68.5 -87.1 68.5 87.1 -69.0 -582 1 59.0 58.2 -50.1 -48.9 51.8 50.1 48.9 - 45.4 - 43.4 -41.8 45.4 43.4 41.8 91.750 95.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 _ 75.0 75.0 75.0 -75.0 -75.0 -75.0 - 75.0 75.0 75.0 75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 - 75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 -75.0 -75.0 -75.0 -75.0 76.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 _ 75.0 76.0 75.0 X 2 30.000 71.760 -75.0 -75.0 -76.0 -75.0 -75.0 75.0 _ 76.0 t 75.0 78.1 7C.3 -75.0 -78.0 -75.0 -75.0 - - /5.0 2 33.000 71.750 76.0 78.0 76.0 715.0 73.0 2 66.126 ' 71.760 - 78.0 -75.n -75.0 ' =78.0 -76.0 76.0 75.0 - '1 .0 _ 76.0 75.0 40.011l. NOTES;_ 1. NEGATIVE DESIGN LOADS. BASE.O „ON AND I ACC TAB ES ecru r 1300 - 98:.6- _r -,a,- .. - 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -96. 3. GENERAL: 0/0 = DAYLIGHT OPENING 0/0 HEIGHT DOOR HEIGHT 10.875' 0/0 WIDTH SIDELITE = SI ELIT E WIDTH -2.750 0/0 WIDTH PANEL = PANEL WIDTH - 12.500' Robert C31 P.E. PE f39712 . Strvcturol 1070 TEC 4 OLAGY 0RtVE NOKOM S. a. 34275 loot N0K0113, FL 34274 1ay.o 9r: F.K. Rersd es. 1t F.K. F.K. Oren By: 0.8. Oct*: 1/17/03 9,9/02 8/20/01 0-1#00 POLS & ACV WE 3 c(V UBt£S 8 -PER 1trit1? 8/17/01 799 sedwuedat FD -101 Sralie QrO.N. 110, NTS, 2 a 8 L 9 72 • • 1. ..♦ • Y /r1i`�Li riectit -- ' O..MOot,: • DESIGN PRESSURE TABLES, OXXO & OX0 nwr ALUMINUM FRENCH . DOOR W/ SIDELITES Raw D , --1 �— 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1 /8' ANNEALED 0008 12f2S2R ,437 GLAZING OPTION 1 .402 0/8") LAMINATED 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16' HEAT STRENGTHENED .437 GLAZING QPTIQN 4 7 LAMINA= 3/16' HEAT STRENOT1aENED .090 INNER LAYER (SEE NOTE) 1/8' ANNEALED SIDELITES 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' HEAT STRENGTHENED SIDG11 i DOOR REFF.r ?ENCE !EST REPORT: FTL -2067 3/16' HEAT STRENGTHENED r - .090 INNER LAYER (SEE NOTE) 1/8' HEAT STRENGTHENED .437 GLAZING OPTION 2 .40z_65/8 LAMINATED NOTE: INNER LAYER MAY B£ DUPONT BUTACITE PVB OR SAFLEX /KEEPSAFE MAXIMUM. 63 Robert L dark P. E. PE j39712 Slimeftral 3/15' H EAT STRE.N ENfJ' .090 INNER LAYER (SEE NOTE) 1/8' HEAT STRENGTHENED SIDELITES .4,37 1070 TECHNOLOGY 34275 5 P.O. 80X 1529 NOKOWS. P. 34274 --.1 r.-- 3/16' HEAT STRENGTHENED _...., -111- .-- .090 MNER LAYER (SEE NOTE) 3/18' ANNEALED DOOR Royal gy F.K. Retract By: F.K. 'Ram! Drown D.B. Dot« 1/17/0,3 9/02 8/20/01 72/99 0 116111 .437 GLAZING OPTION 3 7/16" LAMINATED groiWorlw 0 — NO CHO THIS SHT C-ADO 7/16 GLOSS 8-PER LETTER 8/17/01, • 3/16' HEAT STRENGTHENED .090 *N1 ;. LAYER (SEE NOTE) 3/16' ANNEALED SIDELITES b GLAZING DETAILS now ALUMINUM FRENCH DOOR W SIDELITES Ororltq No. 972 Re, 0 EXTERIOR INTERIOR HORIZONTAL E'GTION oxxo HORIZONTAL SECTION aXo REFERENCE TEST REPORT FTL -2067 OUTSWING Robert 1. C1ak. P E. PE 2 Stnxbral --{ F-.- 7ZRJ0R VERTICAL SECTION 96.000 °° 1070 TECHNOLOGY OMBf t#OK004 1L 34 P.O. BOX 1529 . mamma, n 34274 SEE SHEET 3 FOR ANCHORS 4. 000 4. 000 3615 OUTSWING I - 3.000 - — - ROUGH 1-4— 3. 100 — OPENING Rival Or Roved tis Ray: F.K. prawn Ede D.B. FD --101 Date: 1 7/03 i�9/02 /20/01 72/99 SECTIONS ALUMINUM FRENCH DOOR W SIDELITES NTS SEE SHEET 3 FOR ANCHORS ROUGH / OP NING 1 4.586 1.489 Partaker D--NO CNG TNiS SKT 1.479 i - ' 1.479 Asvisionr —NO CNC SHT Rreirkow PER LETTER 8/17/01 4 d , 8 _SIDELITE 3.100 CtiaNq Kw 972 — .250 Max. Shim TYP. J 5.459 85 1/8 DAMICHT WAX VERTICAL SECTIG8 1181J SIDEUTES r 750 1, Pik Ile ?. a 27 /, I. t w,.;•41:; n ereng.x.Azi.m.r.fra • :us 1.:4M/1111 it et 4 . 1 :11momm 111110) Kra:54_4"AM IK•1:7410101 It'i 11 Pt' CU kr 11111 V&A' 1111 11 41141;141111 11111111111743T0111111 tarilir NMI 11"/".itallfo " 5 2///rsirsTAZigklid17■84/11 ff WA !! 4v. !::1104111W. rem NMI riAT4E4 111(1111111M11171111 IV? 1 7 7 17h=le4COM•YIK411::41111LCIIINVM.T: MIN0111V.,,CEPRI41111 1•1214111bLVPAPANO, El.tle.01110/4/6f.41111111111111411 MUM iffrit7•17117: r2wtimm■suriroaKraMERM1111 Fygnir le - izt1A...F70 ri.tiit•ILT•22410411111111Ellall 1111CAILM." /- Mal Eitialltitli MUM Fzis;;I:f -1110 ELM IWAJZZ:621114 ME1411;i711 111M1101. rex41- tan WAN 1%/1/11/011411i4 1177 11V441111tgA 0 LOM1111111■111 111E611111CATIECLEaraluirwurii. IMIIIMUMMILMAILIMIPM11111111111111111111111111PAIRMIlfaii#31.111111 tura', IMIIUMAJWAILIMILN1121011111111111111111111111M1r6Malll 149MILL'01 LOAN lifirtAll IIK.1111PiXsio. I. ;;•iiir. .S.11A1 M7111111111111111111111111 11111111111111111111111111111111 11 ta41:4E MUM erl:A71111111111 IlltialiThEalfi Ls :411111111WVAIIIIIILtiRdELVAWAIIIIIILWOIN INIAMNIPIIIIMWri73111111111111111111M111111111111111111, VIMMI111,. POWilirk7:1111111111111117011v7azemo WialPitiAnNO/EtallE2W4111EillkiIIIIIIIIILIMI 101111 FrZ7T1Pri,/c"'....):WIININI1111•111111111111011111GillaiXAM trallia_Swkall11111111 MUM MAI I 9ifil rimmas 17.';;KiAllE1M110111111,0111TiA111111111111111111 WWII I 0ife :JIM INV PY:1111111■111111110)11 F;:#11111111111111111 _C MINOS V.K711111111111111111 111M111 IMITAIIV.77;111EMICIMIIIIIIIMINI1111111111111111 Gila= Ea IlkerSiialll was OMANI It.!4 OMNI 7.1113111111111111111131111EIM Elm Eirjanrom7y 1111F1M1 38 45 • CHM. III Vamlri.V.-mr411111111111 Ciii*C111111111 ti14. 012,n1.t1A111111111111■ RENOIR Uni111111111;:thr:. P: towarri #.'411/41111111111111111011 F.11 /AWL') 11 ' ..H5.12 Annealed w FPG, LOF EMacite or Softer K- • Maximum loner PP3. LOF immiymE -7, rjwitrayAis Emu wo fr,11119rall racism= inigutab.-41:mai WV y'r b9 arirom £ 8 x . , Ph. a ak tatadilv";Al ir:;;VM*MTATKr•igis QUM 11101111 PP& If !WM IIMOMIX:X4mmeming.,. '- , ,,x...7...rnrri Kim cz j 2cmirmx.)..zeirk7-111 7 - VaidifrAlVICIE6fitliffZir Iltfaidr. , .,'''''?:7Z1117/11111 k=ilin :21N.Y.771r:Tar/71:?:VIMMr":". Wall VAtair VMISMIlreAreiriltaltfAillnIMA11111111111111 rermarfrmic:41. T. Ar.. 11111'0111 KNOX 11111311 am Awisionic 0-NO CI THIS S1-ff b•6 • 4, 1 • • A - ' 1/4 - 1 + . 4: 4 * 4 : 4". ‘ : .0*Pa : ftlig 4 0 4 "?. ' 0.. A nt i Ot 0 0 ),' : Iii1444 ` 'I' ' • Ay 1 " .3•• .• ?)44';:,* tr 1, • - • • "• At■itilrf !•••."4 - • •tyl, ••• '2 • ', r t1/4 t-V,..4' 4; Alt 4.•• - • • ' 4.< • .4' . '•■• . pLv .•■slA,. • - a•4 - t,Pei structur4 2, " • NOTES; 1. OlY'S W BRAC,KETS ARE FOR OX0 CONf7GURAT1ON 2. REFERENCE TEST REPORT: FTL-2067 • '4-'1'11 404 014 k " r i ..? Data: 0 1‘1 t y , 03 9 9/62 a War 7/12/99 C-ADD 7/16L GLASS /Weimar 8-PER LETTER 8/77/01 DuarS . • • • . .• • • • • OF %' MATERIALS • Mit "1 LIG,,.1,1..1Kepeeltief NV 4,419.^,r, t , .41 TA' 4 ” • Mr -14 4 'or 4 -,,,,,, ,, • , , 1 I ' ' WOUVR ' ' ' OR W * -,f4 , ,..... ., .‘• - ;•,.„,,,,,,,- ...,,,, ry.,••••V 1 .1, •••• . • ■•••• .4, or, , i , . • I - • %; ••/".'• • •• - • nbDoM IZZOIWICS impibbig Illedis 11411114COM SIAM SIDELlitS r • f .750 .050 J DOOR PANEL HEAD & SILL 1 6063 -T5 ALUM. 1.620 .250 --I k-- O 5 WEATHER STRIP CHANNEL 6063 -T5 ALUM. O HINGE EXTRUSION 6063 -T5 ALUM. 4.100 .12.5 1.750 2 O DOOR PANEL JAMB 6063 -T5 ALUM. -I .750 11 1 J TRUSS CLAMP 6063 -T5 ALUM. 1.500 4.100 O DOOR PANEL, INTERIOR ASTRAGAL 606.3 -T5 ALUM. 1.272 1.750 ---- -, 3.000 O FRAME HEAD 6063 -T5 ALUM. ,frA PC lr 136712 P.E. ltruoturd 1.479 4.675 1.750 10 n. 34273 • P.O. BOX 1029 fdb10611� it 34274 4.100 DOOR PANEL, EXTERIOR ASTRAGAL 6063-T5 5 ALUM. 3.000 OUTS 41NG THRESHOLD 6063 -T5 ALUM. • Revision*: F.K. 1 0 — NO CHO THIS SNT Rirvs� Da rr F2svbfonr F.K. 99/02 C — NEW SNT a,� .r F.K. 9 /9/02 • EXTRUSIONS PROFILES, DOORS rune ALUMINUM FRENCH DOOR..W/ SIDELITES .972 ,. D FD -l01 3.000 1.480 --- .050 FRAME JAMB 6 6063 -T5 ALUM. norucT avaitinvpil! •s fluids PasfOrca DOWN /3 4.586 3.100 .062 --1 1.800 —� 37 SIDEUTE BOTTOM RAIL 6063 --T5 ALUM. O 0 SICELTE JAW * ADAPTER 4 6063 —T5 A.Lb4. 5.459 3.100 .062 --11 -- 1.800 O SIDEUTE HEADER 36 6063 —T5 ALUM. .075 PP6 ZIO712 P.E. 1.479 1070 7641•OLOGY oRne . -005 , 4R _34,71 P.0. NOV 1021 P. K. Arad 6y: F.K. Drawn Dyt F.K. 3O 1DELTE JAMB 5 6063 —T5 ALUM. Dabs Revisioer 1/17/0,3 D — MO CHO THIS SHT Dade NI/Wow /9/O2 C —NEW SHT 9/9/02 Orrorbtlon: EXTRUSIONS PROFILES, SIDELITES ALUMINUM - FRENCH : DOOR.. W .SIDELITES NT$, 3.000 8 Ar 0 d . 1, -;,;!. •'_ • 1.500 MIN. , d � Ix W000 BUCK (SEE NOTE J) 114 PANNF.4D 1/4' TAPCON (SE N0TE 1) TYP. HEAD 1/4' T (SEE' NO TYP. JAMB } 1.500 • TYP. SILL TYP.- SILL 250 A4AX. Zo WOO (E MM Z 1.500 MIN. 2x W000 BUCK (SE NOTE 2) /14 nAME4D TYP. HEAD 3 TYP. JAMB /SIDELITE 1.500 41414. • ' • • �• �1 • A r • • :` 4 6 '.. • • �• • • .• . 250 - 1 S E E NOTE TYP. JAMB /12 RAT HEAD .Yt19 SPACING (SEE NOTE 3 ON SHEET 1) R.T.FIERENCF TEST REPORT: FTL -2067 .250 L4&(. I • • • 1 .500 y • 11 • • 1.i • • ' -3i • :s • `. 1 • 1 4' TAPOON (SEE NOTE 1) TYP. SIDELITE SILL .250 1 4' TAPCON (SEE NOTE 1) TYP. SIDELITE HEAD 2x 141000 BUCK (SEE NOTE 2) 114 PAN#!EAD TYP. SIDELITE SILL .a TYP. SIDELITE HEAD 2.x #000 BUCK (SEE NOTE 2) NOTES; 1. USE ONLY 1.4Vall —L14oE C0 iiY APPROVED ELCO OR TTW TAPC 2. INSTAL/AWN OF 2x W000 BUCX TO ME SUBS7R/TE ENGINEERED SEPARATELY AN0 TO BE REVIEWED BY BUILDING OFF1CSAL 3. INSTALLATION OF 1x w000 BUCK TO THE Si18STR1TE TO BE ENCINELRIED SEPARATELY. 1070 TECHNOLOGY DRIVE 14o wo111 ' . �a. . P.O. SOX 1529 . NOKOMIS. n. 312'74 Arad BS' Rh�d� F.K. F.K. prowl so 0.8. 8/20/01 7 2/99 Rrr.ieio 0—NO CNG THIS SHT ftivEsketsg C—A0O NOTES Rragioneg 3—PER It 1IE? 8/17/01 0 • ANCHORAGE ALUMINUM FRENCH 000 _ _ R W /...SIDELITE � FlO - r NTS 8 8.972 • /14 FLA THEAD C �+J► Ti� . • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OP11ONB: : : :. A. 7/16 LAMINATED GLASS COMPRISED QF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED . GLASS WITH AN .090 INTERI,AYER Oil DUPONT B,UTJCITE OR SAFL UM EK KEEP8AFE !AM* PYB. • B. 7/16` LAMINATED GLASS COMPRISED OF (2) UTE.8 OF 8J1.6` HEAT STREN(3'THENEO GLASS GLASS WITH AID :490 INTERLAYER OF DUPONT BUTACITE;. CA'8AF(.EX KEEPSAFE MAXIMUM PY9. '. . C.1 1H8' LAJV Lea. GLASS.COMPRl8EQ OF (1) UTE OF 3116* HEAT STRENGTRENED GtASS, A 711.6".AIRSPAAE AND 7/167 LAMINATED GLASS WHICH 18 CO E0 OF: (1) UTE Of 3/16• ANNEALED GLASS AND (1) UTE OF 3/18' TEAT • 3TREN(THENED GLASS WITH AN .090 INTERLAYER OF DUPONT.BUTACRE OED SAFLEX KEEPSAFE MAXIMUM .PB.. • D.1 1116' 1AM11.0 3.'GLASS COMPRISED OF (1) UTE OF 3/16' HEAT STRENGTHENED GLASS, A7116" AIRSPACE: AND LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3118" HEAT STRENGTHENED GLASS W1T14 AN .09b,INTERLAYER OF DUPONT BUTACJTE OR SAFLEX KEEPSAFE MAXIMUM P'VB. • 2. DESIGN. PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL. FIR-. SEE. SHEET 6, TABt.E 2) • :: DASD A: NEGATIVE DESIGN LOAD$ DAD ON TESTED.PRESSURE ANt) OLASS TABLES A$TU E: 1340.86 01/10' A$TM 81300 -134 OUTSIDE MIAMI -DARE COUNTY); 8. POSIT1VE DESIGN LOADS BASED, ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130098 (AND A$TM E 1300-94 • OUTSIDE MIAMI -OADE COUNT ), C. DESIGN PRESSURES UNDER 40 P.B.F. NOT APPLICABLE IN MIAMI c;OUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE: ROW OF FASTENERS LOCATED AS FOLLOWS: (BEE SHEET 10, DETAILS C, D E) HEAD & SILL: MAX. 8 112' FROM CORNS MAX 11' JAMBSS:. A MAX, 8:1/2' FROM CORNERS MAX. 11' O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING W1TM 012 SCREWS) 4. INTEGRAL FIN UNIT. ANCHQRA(E WITH NAILS: SINGLE ROW OF .130 DIA. x 2 112' LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5' O.C. : JAMSS: AT EACH CORNER MAX . 5' 0.C. 5. INTEGRAL FIN UNIT ANCHORAGE WiTH SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL 0) HEAD & SILL: MAX. 8 112' FROM CORNERS MAX.11'O.C. :' - JAMBS: ® MAX. 8112' FROM CORNERS MAX. 11`.O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH 012 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF TrIE FRtAME. 8. REFERENCE TEST REPORTS: FTL -3835 a FT1f386Q • OF-PIKEK N6 ES..,,....I.. . .....r. M• 1 OL AVAILS ' 2 ELEVATIONS, ........ 3 ELEVATIONS, INTEGRAL FIN1... :... 4 D!$It N PRESSURES FLANGED., D., si QEE81 NV PRESSURES. FINNED.. 6 eECtiONB, FCANQI;N� T CORNER ASST; FLANGED....... :.:. 7 SECTIONS, INTEGRAL FIN, 8 CORNER A$S'Y, INTEGRAL FIN EXTRUSION PROFILES:.::. . . . 9 PARTS U1 � ST � ., rw ... • ; ..:........... 9 1 '•�.,Y.,V..�f1�1... N..r ...r ..1... .... ...r .• & 0 . _; I. • 3/18' ANNEALED OR HEAT STRENGTHENED GLASS Nam w cis t1'ibW 0. 1/iVal 7/16" LAMI GLASS NOMINAL 3/16' ANNEALED OR HEAT STRENGTHENED GLASS "`` .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT -�-- STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 3/16' HEAT STRENOTHE N ED GLASS 11/18" NOM GLASS BITE 7/16' AIR SPACE N��61 Bitter 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 1/16' LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT o..:.. "41-911"; a euv PA 7C! . 10 I 4259-4 3 %bedL ark P.E. PE 101112 ftwatd HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA r 20.71 SO. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETRIL3 r & F. 4 M 114" MA. DL0 RANGED ELEVATIONS ALVIUI ' PICTURE WINDOW, IMPACT Robot L C1irh, P E. PE kip/17 Mudlral INTEGRAL FIN ELEVATIONS * ALUMINUM PICf }RE WINDOW INDOW, IMPACT _ 11a h440 NTS 1 4 ' 10 I 4259 -4 HEXAGON FULL CIRCLE MAX. SIZE = 60` BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA 21.65 60. FT. OR MAX. AREA =19.83 SQ, FT. FAN MAX. SIZE _ 96' X 4r OR MAX. AREA = 24A7 SQ. FT, HALF CIRCLE MAX. SIZE =96'X OR MAX. AREA = 25.13 SQ. FT. at it461 D 10 r EYEBROW . MAX. SIZE ' 96' X 48' OR MAX. AREA = 31.99 SQ. FT. X100 T170,101.04V OWE MacQ'10, a 9,0 e4? wits NC/Owl ft 3401 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 931/4 MAX. DLO RECTANGLE MAX. SIZE =48'X98" NOTE: OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATvO?1 SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DET!JL$ A & E]. ELLIPTICAL MAX. SIZE = 96' X 47' OR MAX. AREA = 31.99 SO. FT. 45 1/4' MAX. DLO QUARTER CIRCLE MAX. SIZE = 68 "X68' OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48"X96" OR MAX. AREA = 31.99 SO. FT. MAX. SIZE =48 "X96" OR MAX. AREA = 30.28 SQ. FT, Robed Omsk a 1. P* 131112 Situdurd AREA S B&D 80.0 AREA SQ.FT. -80.0 68.8 -80.0 80.0 -88.8 1.4 - 80.0 80.0 80.0 -80.0 17. 69.9 -69.9 -50.4 41.6 -80.0 80.0 -41.8 39.4 -80.0 80.0 -40.1 ..4 -80.0 76.6 87.500 B&D 80.0 �.� 70.7 - 80.0 80.0 20 -74.1 - 80.0 80.0 61 -70.7 .6 -80.0 80.0 24. -69.1 51.4 -53.6 -80.0 2 -51.4 B&D 80.0 Q.FT. 11 12. Sf?.FT. 14. 52 80.0 80.0 16. 39.'500 40.6 $0.6 - -80.0 , 80.0 -80.0 � f3. -80.0 ` -80.0 B&D 80.0 SQ.FT. 10. A&C 80.0 -80.0 80.0 86 12 -80.0 80.0 - 80.0 80.0 -80. -80.0 al 74.0 -74.0 -80 0 - 80.0 80.0 - 80.0 80.0 75 f4..7 15 -80.0 80.0 -80.0 68.5 1 -80.0 80.0 - 80.0 80.0 . -80.0 4 15 17. WINDOW HEIGHT && 80.0 -80.0 79.4 t -79.4 63.7 -83.7 B&D 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 fa. f . A&C 80.0 -80.0 76.8 -76.8 59.7 -69.7 80.0 - 80.0 80.0 -80.0 0.000 80.0 -80.0 80.0 -80.0 . f3 46.500 48.000 80.0 I -80.0 . 80.0 -80.0 80.0 -80.0 80.0 -80.0 15.23 16 3 78.7 -76.7 74.0 -75.2 ' 74.0 -74.0 80.0 -80.0 80.0 -80.0 17. , • 18. 87 67.2 -68.6 67.2 -87.2 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 f8. f9. 75 20. • 63.5 -83.5 ; 61.3 � -82.3 81.3 80.0 - 80.0 80.0 - 80.0 80.0 21. 51 21. -61.3 -80.0 57.9 80.0 1 80.0 80.2f.97.80.0 80. -BOA 7g8 8�7 52.8 -52.8 • 51.9 -52.1 51.9 -51.9 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 23.! x ; 24. 03 25.500 48.3 -48.3 47.6 -48.0 a 47.6 -47.6 _ 80.0 -80.0 80.0 -80.0 80.0 -80.0 25 625 26. 79 27 33 43.: -43.6 _ 43.4 . 4 _ 43.4 3.4 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 27. 44 28. 55 29. 67 42.5 -42.5 40.7 -41.0 40.7 -40.7 80.0 -80 .0 ' 80.0 -80.0 -39.4 -76.6 WINDOW WIDTH 49.000 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ME QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. AU.. SHAPES L2SS TFHAR THE hlA?3MUM GUM, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST 1.; •► 2:. 41 1....• .. :r.l • .1:. s 411 .. Ls Wad Fp MP A. 7116" LAMINATED GLASS (3/16"A, .090, 3 /16HS) GLASS TYPE: B. 711 LAMINATED GLASS (3/161-48, .090, 3/16HS) C. 1 1/16" LAMI 1.0., 3/16H8, 7/16" SPACE, 7/16" LAMI . 1 /1 ; "LAM 1.G. 16 - 16" 'P•CE / 28.500 34.000 A &C 80.0 -80.0 - 80.0 B &D 80.0 - 80.0 80.0 AREA SQ. f T. 9. 98 fl . A&C 80.0 - 80.0 11.. 80.0 AREA 60.000 AREA 65.500 AREA 71.000 AREA 76.500 AREA 82.000 TIVE • I . 1 Ir 1. 1 Yr air �.�.. - IK 13'1340 � � A � ,4AMCIE MOTE I ,a3 KTT 1 Ott SCAMS FK m�oa .�.� : - --- ASOKCAIA ft Min rot 4 PL (3/18A, .090, 3/16" HS) 1 •., S .090 6" Wsibty Setter FTL -3835 FTL -3835 FTL-3850 FT - FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT iireallwit NAT SW • I r NMJo1 I NTS 1 5 • 10 4239-4 rear as wMM Alta • •: , 3t VP? Rabat L. Clark. I.E PE #3V12 etvotr.i AREA S ..FT. 71.000 BSD AREA S .FT. 80.0 -80.0 80.0 -80.0 MO -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -80.0 80.0 -80.0 79.4 -79.4 80.0 -80.0 80.0 /Mini :. i . :0; C ' M PARATI AN t8 = L 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16H8) GLASS TYPE: 6.7116" LAMINATED GLASS (3/16"HS, .090, 3/16H8) C. 1 1/16" LAMI 1.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) 1/16" II.G 1 HS 7/16" -: 7/1• _ • 1 1; S . 1'• 3/16" WINDOW WIDTH WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 AREA SQ FT. NOTES: A8 L E 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114' TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH Ift12 SCREWS. A 2. ALL MAXIMUM St7£S SHOVYN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. RT. UNIT tN TABLE 2. 3. ALL SHAPiS LE&i THAN Tt iE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTEU W TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST IPX 941.1N..7 !Mt w 4 01044 (�oT! ANC~o 3 ►pant to *WM faro MHO:.00YL e NoMilki t; San PIJQCOAEJ. t� a ast. Visibly Better -38.9 _ - •- -76.9 73.1 MIDI o'ei INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW IMPACT Iseanseat Pw-701 1 NT3 6 • 10 � WINDOW, Irlib An• «,r �raRti.•Y Robot L Cork, P E. PE Struclund 2.784' (FLANGE FRAME) limed VP Clair Ando ham FX t3tut 4 aka.M WOt 4 *;7.3S. SET MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O 0 KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) rcuo moor ors trora.rl it 34215 P.4 SOX +sty PCPAV n. Fl 34274 ALONG ENTIRE JOINT 111,33C Visibly Better MAX WINDOW HEIGHT Li.wre PW-11 MAX. DAYLIGHT OPENING L ._ 2.784' VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASSYY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT N7 $1 7 • 10 1 4259-4 INSIDE ALUMINUM PICTURE WINDOW, IMPACT 2.784' SCREWED CORNER ASSY (INTEGRAL FIN FRAME) a+. r, Tatra rw+.l�ic eai MO Q14113E T?1td dhtzT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) w NOMA" Ft s<rn P.Q lut/ a 34174 ALONG ENTIRE JOINT VisIb l y Better MAX WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784" INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) Alemed M *OM 1•41L• li!t L0ulPA. P! 139714 112' MAX. FROM MAX. 0.C. A 14' MAX. SHIM SILL ABS DETAIL E 1 1/2' MIN. EMBEDMENT 2x W000 BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4' TAPCON, 8 112' MAX. FROM CORNERS & 11' MAX. O.C. A (SEE NOTE 1) 1/4" MAX. E SHIM 1x W000 BUCK (SEE NOTE 2) GINEERED, PROPERLY ATTACHED ) BE ENGINEERED BY OTHERS OR 4GE - HEAD, SILL AND JAMBS M PICTURE WINDOW, IMPACT NTS1 10 - 10 I 4238 -4 1 #12 SCREW, 8 1/2' MAX. FROM CORNERS & 11' MAX. O.C. A 1/4' MAX. SHIM T fioDwi L drk PI. PE 114711 riudursi NO NO PART # 4256A 64250 4253 64253 1155 781 PQX 4255 64255 4 64282 .970' ITEM 10, .975" LAMI GLASS BEAD MI TA.: 606345 OW3 NO. 4255 .Li.st or 1)0 dwm 17*9 SiNEET 7/16 LAMI GLASS BEAD DESCRIPTION FLANGED FRAME HEAD, SILL & JAMB 4254 64254 1 1/16 IAAAI 1.G. GLASS BEAD 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER COVER INTEGRAL FIN FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SM8 STAINLESS STEEL SCHNEE - MOREHEAD SM5604 ACRYL -R NARROW JOINT SEALANT OR EQUAL DOW CORNING 899 GLAZING SEALANT DOW CORNING 996 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS, 3116' ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18' HEAT STRENGTHENED 1 1/16" LAM) 1.G. GAS: 3118" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3/16' ANNEALED - .090 DUPONT BUTAC1TE OR SAFLEX KEEPSAFE MAXIMUM PV8 INTERLAYER - 3116" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7116': LAM) 94.AS$ : 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MA?9MVM PVB INTERtAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAM! 1.0. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16' AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT 6UTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346' —•-I h•-- 1 . 87 1 5' ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 +oao rsCNaaccbr DANN t a SUM SQX ten Fl. 1074 1.875' Visibly Bottoe 2.784' 2.784' ITEM 1, INTEGRAL FIN FRAME MATT.: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAl'L: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT 7'11 / NTS 9 0 10 ••a. 4269 -4 2.500' !!�•M� .bM•��41C'b.►s /.!i%r:... - Rob•rt L Link. Pi. Pf 01112 .130" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5 O.C. CONCRETE - INTEGRAL FIN DETAIL A 114' MAX. SHIM T 1/4' TAPCON, 81/2" MAX_ FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. SHIM 1 1/4" MIN. EMBEDMENT f 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B VfslbIy (Sotto( 012 SCREW, 8112' MAX. FROM CORNERS & 11' MAX. O.C. A 114' MAX. I SHIM T 1 1/4• EMBEDMENT: z 4 el? • SOUD CONCRETE FOR HEAD 8 SILL - OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1 1/2' MIN. EMBEDMENT 114' MAX. SHIM 1x W000 BUCK (SEE NOTE 2) ANCHORAGE - HEAD SILL AND „JAMBS 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4' TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -OADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO flrtANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. F - OUTSIDE MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ALUMINUM PICTURE WINDOW, IMPACT �r144Y *Or 1)04.111 N► A.► POI-701 NTS 10 + 10 42W9 -4 A #12 SCREW, 8 1/2' MAX. FROM CORNERS & 11" MAX. O.C. A 114' MAX. SHIM T (iobw* L CiiA4 P.P. P1039712 Ibuclurad COMPARATIVE GLASS TYPE: A. 5/16" Es. 5/16" C, 13/16" D 13/16" ANALYSIS TABLE: l% LAMINATED (1/8 "A,.090,1/8 "A) FTL -1889 LAMINATED (1/8 "HS,.090,1/8" FTL -1889 I.G., 1 /8 "HS, 3/8" SPACE, 6" LAMI (1/8" ,.090,1/8 "HS) FTL -3739 I.G., 1 /8 "HS, 3/8" SPA , 5/16 LAMI (1/ HS,.090,1 /8 "HS) FTL -3739 WINDOW WIDTH WINDOW IGHT 38.375 50.625 63.000 76.000 26.500 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 0 =J 66.7 -80 66.7 -80.0 66.7 -80.0 66.7 -80.0 C - A 66.7 - .0 - 66.7 -80. 66.7 -80.0 66.7 -80.0 37.000 E3, D 66.7 4-80.0 66.7 -80..0 66.7 -69.6 57.2 -57.2 66.7 -80.0 66.7 . -80.0 66.7 -80.0 66.7 -80.0 C ' 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -76.1 53.125 A. 66.7 -80.0 63.4 ' -63.4 47.9 -47.9 48.3 -48.3 13. D 66.7 -80.0 66.7 -80.0 66.7 -80-.A 66.7 -80.0 C 66.7 -80.0 63.4 \ -63.4 58.7 58. 54.5 -54.5 76" MAX. WINDOW HEIGHT 5 3/4' MAX. 13" --I MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH VENT SIZE: 50 1/2" x 38 1/4" ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL; MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT. NO SHUTTERS RECLJIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 8" MAX. AT MTG. RAIL 13 1/8" MAX. 0,0 6" MAX. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) L. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) Robe. - Clark, P.E. ' p; .39712 g INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rev B . F. K. Revsd F . Revsd By: F.K. Revsd By: D.B. Drown By: D.B. Description: Titre: Dote: 6/3/03 Dote: 03/26/03 Dote: 10/11/01 Dote: 8/18/98 Dote: 2/9/98 Revisions: D -ADD GLASS TYPE & TABLE Revisions: C -ADD 13/16 I.G. Revisions: TB, TABLE, EXTR Revisions: ELEVATION & NOTES ritool1CT REVISED cesphieg *kb es Midi Codie Mayhew Ns Dam 0l ALUMINUM SINGLE HUNG WINDOW Series /Model l 5 cule: Sheet: Drawing No. SH - 701 N TS 1 �� 5 4040 ,.0 1• f#JIk'T- Rav: 1 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE • 1/8" ANNEALED OR HEAT STRENTHENED - GLASS .090 INTERLAYER -� SAFLEX BY SOLUTIA OR DUPONT PVB 13/16" NOM. -, 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. r GLASS BITE 1 3/1 6" LAM! I.G. GLAZI \G DETAILS -+- 1/8" HEAT STRENGTHENED CLASS •-- .090 SOLUTIA OR DUPONT PVB INNER LAYER - 1/8" ANNEALED OR HEAT STRENCTHENED --•-- 5i 16' LAMINATED CLASS/Lx REFERENCE TEST REPORTS: FTL— 1 889 & FTL -3739 ITrL, I 11F 1 FLANGED FRAME HEAD (Alum. 6063 —T5 612225 2 FLANGED FRAME SILL Alum. 6063 —T5 612226 3 FLANGED FRAME JAMB Alum. 6063 —T5 612227 4 FIXED MEETING RAIL (AJum. 6063HS —T54) 4054A 5 SASH TOP RAIL (Alum. 6063HS —T54 ) 4006C 6 SASH BOTTOM RAIL Alum. 6063—T5) 612230 612231 6534571 7 SASH SIDE RAIL (Alum. 6063 —T5) 8 GLAZING BEAD (Alum. 6063 —T5) 9 WEATHERSTRIP — VINYL BULB 10 SIUCON 11 5/16' .350 12 5 16" .350 13 r' 6 x .750 PHIL PN. HO W /SAFLEX BY SOLUTIA INTERLAYER Robert L Clark, P.E. PE t$39712 �truc turat 14 SWEEP LATCH 15 18 x .625 PHIL FLT. HD. W DUPONT PVB INTERLAYER 16 WINDLOAD ADAPTER (Alum. 6063 —T5) 17 #8 x .375 PHIL. P.H. TEK 18 WEATHERSTRIP — VINYL BULB \SASH 19 SASH TOP GUIDE 20 21 22 SCREEN BALANCE COVER BALANCE 23 WSTP, .270 x 170 BACK, FIN SEAL 24 SASH FACE GUIDE 25 #6 x .500 PHIL. FLT. HD. 26 SASH STOP (Alum. 6063 —T5) 27 118 x 1.000 PHIL P.H. SMS 7/1 VT !/ 6TP247K 62899C 7658PFAA 7858WW 612236 78X38PPT 6TP249K 1235 71087 76X12FPAW 612244 78XIPPA 28 SEAM SEALER 6SM55W 1 1 1 8 8 2 2 2 2 (1 (1 TY i I nrennw per Glazing Bead) 2 to attach Balances to Jambs 1( 11.5" from end of vent top roil) 2(if width is >= 42 ") 2 Sweep Latch Screws) 4 when using 2 Swee? Latches) 2 ® frame jambs, 30 from bot.) 4 Windioad Adopter Screws) 1 of Vent Bottom Rail 2 (1 per each balance 1 2 (1 per each balance) 2 (1 ® eoch frame jamb) 3 0 vent jambs & vent PRODUCT REVISED as ezaapariirg kit to BANN Cede Anopts a fN txplrsda 0.1•.01 f>l Uinta - Scale: NTS top rail) 2 (1 /vent jamb. 2.5" from bot.) (sash face guide screws) 2 (0 top of each frame jamb) 4 (Frame & Vent Asst, screws) Sheet 2 at 5 ALU MAX ALU MAX ALU MAX IN DALEX IN DALEX ALU MAX ALU MAX ALU MAX TEAM PLASTICS DOW CORNING N.P.G. H.P.G. AQUA FASTENERS MINIATURE DIE CASTING PGT.214.XX MERCHANTS FASTENER ALU MAX vrtonnp MERCHANTS FASTENER TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL SCHLEGEL OR EQUIV. VINYL TECH. \PGT SCHERER IND. PROD. ALU MAX VrAlr'r r N n AF -12225 AF -12226 AF -12227 64054A 64006 AF -12230 AF -12231 AF- 534571 TP -247 899 AF -12236 TP -249 5TAVE 67S16G AF -12244 MERCHANTS FASTENER SCHNEE MOREHEAD SM5504 PROTOTYPE 29 WINDLOAD ADAPTER PLASTIC 61207 2 ® frame jambs, 30 from bot. WC996— 1207 30 GLAZING BEAD (13/16' I.G. 6063 —T5 4067 8 13/16" LAMI I.G. GLASS (178" HS & 5/16" LAMI W/ 3/8" AIR SPACE) 31 5/16" LAMI — (2) UTES OF 1/8" HS GLASS W/ . 90 SOLUTIA OR DUPONT PVB INNER LAYER 32 WSTP, .187 x .230 BACK FIN SEAL 1060 1 (0 MEETING RAIL SCHLEGEL OR EQUIV. 61060G 33 EGRESS LATCH (OPTIONAL) 64009 2 34 SPRING, SILL LATCH (OPTIONAL) 2 35 BALANCE, ULTRA —UFT, SASHES > 40# 4029 -1 2 36 13/16" LAMI I.G. GLASS (1/8" HS & 5716" LAMI W/ 3/8" AIR SPACE) PGT 5/16" LAMI — (1) LITE OF 1/8" A GLASS & (1) LITE OF HS GLASS W/ .090 SOLUTIA OR DUPONT PVB INNER LAYER INDALEX PGT CALDWELL Oro wing No. 4040 64067 64009 7SPRNG INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOLIIS, FL 34274 Revad U F. K. — Re vsd 9 ; F. K , Revsd B : F. K. Revs61 By: Description: Dote; 6/3/03 Date: 03/26/03 Date: 10/11/01 Date. 8/i 8/98 Drawn By: Dote: D.B. 2/9/98 Revisions: 0 -ADO GLASS TYPE ITEM 36 Revisions: C — ADO 130 -135 Revisions: TB, TABLE, EXTR. Revisions: PARTS LIST & GLAZING OPTIONS rtie: ALUMINUM HUNG WINDOW Series/Model : SH -701 76.000 MAX. HEIGHT .737 INACTIVE EXTERIOR t ROUGH OPENING --- 2.784 2.784 ROUGH OPENING .500 34.500 DAYLIGHT OPENING i 34.500 DAYLIGHT ACTIVE OPENING REFERENCE TEST REPORTS: FTL 1 889 & FTL 373') 1.123 ROUGH OPENING VERTICAL SECTION INDUSTRIES Date: 10/11/01 818/98 Date 2/9/98 Revisions: 0 -ADO GLASS TYPE ITEM 36 Rev ;cone: C -ADD 130 -135 Revision9: T4 OPTIONAL Robert L Clark, P.E. PE tl39712 Structural EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION 1070 TECHNOLOGY DRIVE NOKGMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Titre: Series /Model: SH-701 PRODUCT REVVED as eau*** *di Go Plorido Daid lag Cede Accepts** Me lk -. 14.01 Date Mil • (o Descrption: SECTIONS Scale: NTS 2.710 ;lb* l ab ALUMINUM SINGLE HUNG WINDOW Sheet: 3 of 5 Drawing No. 4040 ROUGH OPENING .737 — .490 • 1 .451 - .062 — .062 2.784 c[ L .705 — ALUM. 6063 —T5 ALUM. 6063HS —T54 ALUM. 6063 —T5 1.350 ALUM. 6063 —T5 1.019 .655 ./91 REFERENCE TEST REPORTS: FTL— 889 & 1-1L-3739 /',LU ^A, 6O6:; —T5 2.784 .062 ALUM. 6063 —T5 .413 —'-1 C ♦-- ► 2.330 t 1.348 ALUM. 6063 —T5 Robert L. Clark, P E. PE #39712 Stiudural 2.710 -+- 1.523 —� —�� 1.023 ALUM. 6063 —T5 .050 1.123 1.057 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .678 ALUM. 6063 —T5 Revsd B : F.K. Revsd 8y: F.K. Revs d B : F K. Revsd 9: 0. Drawn By: D. 8. Description: EXTRUSIONS Title: ALUMINUM SINGLE HUNG WINDOW Series /Model: SH -701 Doe: 6/3/03 13ote: 03/26/03 Date: 10/11/01 Dole; 8/18/98 Date: 2/9/98 ALUM. 6063HS —T54 .683 1 Revisions: 193 Revisions: TB, TABLE, EXTR. Revisions: .050 1 .097 D —NO CHG THIS SHT - Pevisione: C —ADD 130,33 CHG 14,5 ALUM. 6063 —T5 PRODUCT REVISED as toespless 106 doe Mils Buldfake Cods Ascription NeW DaSe Scale: Sheet: Dra No, 1Rev: NTS 4 of 5 4040 1 x WOOD BUCK 1/4" TAPCON •v • 1 v A TYP. SILL v TYP. HEAD °' 1.250 .250 MAX. 1/4" TAPCON .250 t MAX. 1 .500 2 x WOOD BUCK #12 PANHEAD d REFERENCE TEST REPORTS: FTL— 1 889 & FTL -3739 4 4 4 l Yip. _SILL v .a TYP. HEAD 1.50 .250 MAX. #12 PANHEAD .250 t MAX. 1.500 2 x WOOD BUCK 1/4" TAPCON Robert Clark, P E PE #39712 St uct,iral 1.250 .250 MAX. .4 4 G TYP. JAMB 4 d' 1 x WOOD BUCK PRODUCT REVDS80 a napkin w iV Florida Saki* Coda �.. /aa A3 -O54. MAX. 1.250 TYP. JAMB 2 x WOOD BUCK Ne. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd B : F l< Revsd B F. K, Revsd B : RevD T ,: Drawn By: 0, 8. rue• Series /Model: SH- 701 Date: 6/3/03 Dote. 03/26/03 Dote: 10/1 1/01 Revisions: Dote. 8/18/98 Dote: 2/9/98 Revisions: 0 -NO CHG THIS SHT Revisions: C -NO CHG THIS SHT. Revision,: TB, TABLE, EXTR. Description: ANCHORAGE ALUMINUM SINGLE HUNG WINDOW Score NTS Sheet: 5 f 5 Drawing No. 4040 Rev: D GLAZING PRODUCT ftb N; H H� TYP.� MULLION GLAZING PRODUCT GLAZING PRODUC GLAZING PRODUCT 1 W J --W2 -- —W3 -- W ANCHORS: TYPE. "B' "C" OR "0" BOTH ENDS W1 W W2 TYP. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5OF5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ANCHORS: TYPE. "B", "C" OR "D" BOTH ENDS H 2. WINDOWS MAY BE MULLED TOGETHER, TO H MAX. CF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT H2 H1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W ANCh'0RS TYPE. "8 "C" OR 0" BOTH ENDS Robert L. Cl k, P. . P.E. #39712 Stn,rhlral W 1 INDUSTRIES W1-1----W2 W W = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W14-W2 MULL LENGTH = H1 Revsd By Drawn Title: 1 ANCHORS TYPE A' Dote: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 ANCHORS: TYPE. "8', OR D, 80TH ENDS Chkd By: Dote; 4 /28/00 Series /Model: Score: MULLS Dote: W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED Ra complying with the Florida Buid1og Code Aoccptence No 02-0?-01.05 I Dade Product Coatrol Divtsioe Revisions: ARRANGEMENT DETAIL STD. WALL MULLION NTS W Sheet: 1 of APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 E JUN BY PROD T sNTROLDIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. 00 ' d4 t 2 .O S" Drawing No. 6620 Rev: GLAZING PRODUCT H� H MULLION GLAZING PRODUCT GLAZING PRODUCT ANCHORS: TYPE. "B' "C" OR "0" BOTH ENDS W1 W W2 TYP. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5OF5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ANCHORS: TYPE. "B", "C" OR "D" BOTH ENDS H 2. WINDOWS MAY BE MULLED TOGETHER, TO H MAX. CF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT H2 H1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W ANCh'0RS TYPE. "8 "C" OR 0" BOTH ENDS Robert L. Cl k, P. . P.E. #39712 Stn,rhlral W 1 INDUSTRIES W1-1----W2 W W = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W14-W2 MULL LENGTH = H1 Revsd By Drawn Title: 1 ANCHORS TYPE A' Dote: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 ANCHORS: TYPE. "8', OR D, 80TH ENDS Chkd By: Dote; 4 /28/00 Series /Model: Score: MULLS Dote: W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED Ra complying with the Florida Buid1og Code Aoccptence No 02-0?-01.05 I Dade Product Coatrol Divtsioe Revisions: ARRANGEMENT DETAIL STD. WALL MULLION NTS W Sheet: 1 of APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 E JUN BY PROD T sNTROLDIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. 00 ' d4 t 2 .O S" Drawing No. 6620 Rev: P.C.T. 1 x MULLION MULLION CLIP CUT FLANGES OFF OF MULL CLIP TO FORM A "U'- CHANNEL ANO INSTALL AS SHOWN FOR 1" MULL i "— TYPICAL MULLION TO MULLION INSTALLATION TYPE "A" -t' ---1 " MULL MIN. P.C.T. MULLION TYP CAL MULLION TQ STRUCTURE WITH WOOD BUCK TYPE "8". NOTE,' 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 ANC 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTCPIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY �F ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. --2" OR 4"--1 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) 1 -2" OR 4 "--{ • /12 S.M.S. (199/) ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT ro INTERFERE WITH EACH OTHER) SEE NOTE /1 • /12 W000 SCREW (199/) MIN. 1i PENETRATION INTO W000 BUCK. ALL FASTENERS MUST BE DADE COUNTY — , APPROVED. SEE NOTE /1 P.C.T. 1x MULLION W000 BUCK REMOVED TO CONCRETE 5 Z Robert L. C1 rk,`1.E. P.E. #39712 S1111Gbiral P.C.T. Ix MULLION --\ TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". INDUSTRIES Title: MIN.-- - 213 (TYP) - 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 r 2" OR 4"---1 ' •. MIN. --- - I w000 21, (TYP) BUCK ih (TYP) TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "0". Revsd By: Dote: Drawn By: P.J.P. i MIN. Chkd By: Dote: Dote: 4/28/00 Series /Model: MULLS /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) 7 SEE NOTE /1 --2" OR 4"-- TAPCON (246/) MW. 1} PENETRATION INTO • CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 PRODUCT REVISED as complying with the Florida Guiding Code Acceptance No 02-0 1.O1 S Expiration Date 06/ lap* BY Miam Dade Product Coatrol DivWos Revisions: Description: CLIP & INSTALLATION DETAIL STD. WALL MULLION Scale: Sheet: • • NTS 2 of /12 F.H. 5.14.5. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 TAPCON (246/) MW. I} PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE RODE COUNTY APPROVED, SEE NOTE /1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA DUILDING CODE DA JUN 2 BY PROs CTROLDIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00- a Q / 2 .vS Drawing No. 6620 Rev: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x2x 1 x 4 x 'A' A 2 0 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) 1 MAX - 1 4 MAX. (19- (134- S;Z /// NOTE: CL 1. REFEREVCL" TES r ?EFORT F7L- 2902,2903 AND 2975 d .?y77 e_ 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES Revsd By: Description: T7Ue: ,1 Dote: 1070 TECHNOLOGY DRIVE P.D. BOX 7529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd By MULLS J 4 8 Dote: Drown By: Dote: P.J.P. 4/28/00 L 8 -0 1 " MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG // 1099 I L— - e- -e --e- (p 3 r . A , 1 " MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG iy 1099 PRODUCT REVISED al cons pi) tog rrith the Florida Bonding Code Acceptance No O - 0 /.O5 Expiration Date � B 4 t as B Mao Dade Product Cent r.,t PRO ONTROL DIVISION Division BUILDING CODE COMPLIANCE OFFICE acc�arLclsin - o 9 12 Revisions: MULLION CLIP ANCHOR LOCATION STD. WALL MULLION Series /Model: Sco /e: Sheet NTS 3 or 8 MIN. FROM END (TYP) 8 MIN. FROM END (TYP) • APPROVED AS COMPLYING WITH THE SOUTH T-lit)T n A 1,{�Jl�ttJ�}{ DATE J [ LIJU 1 Drawing No. 6620 Rev: NOTE: 4 1 -,� g (TYP) 1. REFERENCE TEST REPORT I- IL -2902, 290:5 t,ND 2975 MAT'L: 6063-T6 Robert L. C ark, .E. P.E. #39712 Structural 7x STD. / /ALL MULLS INDUSTRIES 7 Revsd By: Dote: Drown By: P.J.P. Title: 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, Fl. 34274 8 (TYP) Chkd By: Series /Model: MULLS d'RODUCT REVISED U complying with the Florida Bidding Code Acceptance No - 0)01.0 Eipirati Date li By_ Mia Dade Product Control Diviniou Date: Dote: /28/00 STD. WALL MULLION Revisions: Scale: NTS Sheet: 4 of 5 APPROVED AS COMPLYING WITH THE SOUTH Fl QUID( r a DATE JU L u PRO a aNTROL DIVISION , BUILDING CODE COMPLIANCE 0 ICE ACCEPTANCE NO 0 0- 0` i 2• b 5. { Description: PROFILES Drawing No. 6620 Rev: 1 x2x.125 2 Anchors _42 L 129 115 107 L104 103 103 103 48 83 73 67 63 61 61 61 50.625 70 61 55 52 50 ' 49 49 54 57 49 44 41 L 39 38 38 -- ` 60 41 35 31 29 27 ! 26 25 63 35 30 27 24 1 23 l 22 21 661___ 30 26 23 21 19 18 t 18 72 23 20 17 16 76 20 17 — 1_ - -15 78 18 15 -- - - - - 84 - - - 90 96 108 111 1 1x4x.125 OPENING 4 Anchors 50 60 I 70 80 a w v z z NOTES: 50 42 170 48 170 50.625 170 54 170 60 170 63 170 66 170 -72 142 76 120 78 111 84 88 90 72 _ 59 108 41 111 38 144 17 60 170 170 32 170 170 170 170 170 170 170 157 160 141 145 127 120 105 102 90 94 83 75 65 60 50 35 OPENING WIDTH IN INCHES 70 80 90 • 100 7 110 53 43 30 28 170 170 170 170 143 128 115 95 81 74 59 170 170 162 134 119 106 87 74 68 53 70 47 43 39 37 38 35 r 32 30 27 24 j 22 20 24 22 ! 20 19 120 130 160 103 103 61 1 61 49 t -- 49 38 38 25 20 17 35 28 19 17 1. MAXIMUM ALLOWABLE PRESSURE PSF. 2. DESIGN IS BASED ON OPENING W;07 r'OP MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 103 _ 61 49 38 25 25 20 20 17 17 L D - IN INCHES 100 110 x 120 I 130 ! 160 170 170 170 170 170 170 170 170 170 . 170 170 170 170 170 170 158 157 157 157 157 127 ( 124 122 122 122 112 108 106 106 106 100 96 93 92 r 92 81 77 74 72 71 69 4 65 63 61 59 63 60 57 55 53 49 i 46 44 42 40 33 31 27 24 18 16 16 ! - _ 1 _ / 3. REFERENCE TEST REPORT FTL-2902. 2903 41\ID 2975 Robert P.E .Clark, P.E. . #39712 Structural INDUSTRIES Q 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 NO Revsd By: Date: Drawn By: P.J. P. P.O. BOX 1529 KOMIS, FL 34274 Vertical Mull +Opening Width Mull Length 1 Horizontal Mull Opening Width Multiple Mulled Units �-- Mull I Length — �� Mull Length 1 Opening Width Chkd By: Dote: Dote: 4/28/00 Series /Model: MULLS Revisions: Scale: NTS Sheet: 5 of PRODUCT REVISED as complying with the Florida Buidiag Code Acceptance No02-0 01.05 Espi on Date e7Y -11J • Mia,'1 Dade Product Control DivWoa APPROVED AS COMPLYING WITH THE SOUTH F`pf�IQA UI DIU QDE DE JJ�U�n ZZU ll BY PROD .0 - TROL DIVISION 3UILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00 -0q12. PRESSURE CHARTS Title: 1 " STD. WALL MULLION Drawing No. 6620 Rev: U ' -t t. d.i.L . .1.A. RE: Special Inspector Mr, Jorge Valdivia Structural Plan Reviewer Building DepartMent 10050 N13 2 Ave Miami Shores, FL 33138 Mr, Valdivia, 1, the undersigned, Tommy R. Taveras, PE, am certified by the Slat s of Florida as a Professional Engineer with license no. 60514. I will be performing the inspections for the residence being constructal at 469 NE 91 Street, Miami Shore, FL. The building permit # is BP 04 Special inspection responsibilities include, but are not limited to, engineered unit masonry, second floc r slab, and roof tniss installation. Respectfully,. LU Solutorfs gagatirift Group • • • • . .. . ..... ' SOLUTIONS ENGINEERING GROUP Structural Design and Inspections 3081 E Commercial Blvd., 2' Floor, Ft Lauderdale FL, 3.:'308 (954)465-0346 Phone (954)491-6162 Fax www.solutionseneneering.net September 30, 2004 "••••• J J. _. -,Af DDSC &P cuJnj J C MARK DESCRIPTION SPECIFICATIONS QUANTITY o EXISTING TREE - REFER TO PLANS 2 SUVA SWIENTENIA MANOGANI (MAHOGANY) 0 2 12' - 14' NEIGNT 25 GAL. 5 CAAG CARPENTARIA ACCUMINATA (CARPENTARIA PALM) 12' - 14' HEIGHT 20 GAL. 4 CNCA CHAMAEDOREA CATARACTARUN (CAT PALM) 4' - 5' FULL 10 GAL. CI-45E CNAMAEDOREA SEIFRIZII (BAMBOO PALM) 5' - &' FULL 1 GAL. 3 RNEX RI-LAPIS EXCELSA (LADY PALM) 3' - 4' FULL 1 GAL, 8 PITO P1TTOSPORUM TOBIRA (GREEN PITTOSPORUM) 16' x 16' 3 GAL. p8 LIVA LIRITROPE MUSCARI 'VARIEGATA' (VARIEGATED LIRIOPE) 12' FULL 1 GAL. 60 MUPA MURRAYA PANICULATA (ORANGE JASMINE) 24' FULL 3 GAL. CCP CNRISOBOLANUS ICACO (COCOPLUM) 24' FULL 3 GAL. 63 4,500 5Q. FT. FULL COVERAGE SOD TYPICAL GROUND COVER - ST. AUGUSTINE 'PALMETTO' VAR. SOD MULC1-1 3' DEEP RED MULCH crt ro TIE L NOTE: SUBSTITUTIONS MAY BE MADE WITH SIMILAR PLANTS IN CONFORMANCE W Tl--4 MIAMI SNORES APPROVED PLANT LIST 611 C_ J 612055 SITE AREA = 6,357 SQ. PT. _ .15 ACRES BUILDING PAD AREA = 1,165 SQ. FT. = 2168% SITE ARE/ DRIVE /PATIO/WALK AREAS = 696 SQ, ET. = 10.59% SITE ,REA PERVIOUS AREA = 3,923 S. FT. = 61.43% SITE AREA FJ©QnE©r [MR 4.69 N.E. 915T STREET MIAMI 54- 1ORES, FLORIDA 1 J LOT 21, BLOCK 49, OF MIAMI 51-4ORE5 SECTION NO. SUBDIVISION, ACCORDING TO TI-4E PLAT TI- 4EIREOF RECORDED IN PLAT BOOK NO. 10, PAGE NO, 31, OrlE PUE3LIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. BACKFILL WITH PLANTING SOL MIX. HURRICANE CUT SABAL PALMS ONLY. #1111 Ir2- 111111- 0- i";! 1 f r � I �� , �� :� ` �y 1111�Ia �,;�� /� 1 1 �I IItlll -1110.4.e.111 pI Q Illip„ 7 PAVEMENT = II11 = III =(fllfl_I • all-1EII 0Ili M PALM PL&HTIIIM DETAIL N.T.S. 2' TOP SOIL SOD FINISH GRADE= f' BELOW TOP OF PAVEMENT SOD ORMVALLA 'DOnM D( TAIL Q` YPOD N.T.S. TOE NAIL TO BATTEN. NO NAILS IN TRUNK. 3- 2'x4'x8'- O' WOOD B ACES SPACED APART AT I20' MIN. 3' MULCH REMOVE BURLAP AT TOP I/3 OF PLANTING BALL EXISTING BOIL BACKFILL WITH PLANTING SOIL MIX.(SABALS TO RECEIVE GLEAN SAND FILL.) r _____ MIN. 2' SuREDDED CYPRESS MULCH BACKFILL WITH PLANTING BOIL MIX. EXISTING SOIL SKRUB AND 8HOM D COWER DETAOL N.T.S. R g -timy. Ili 11( 'I I1111- �.I IICi iii(I! 11I 7 TOE NAIL to BATTEN. NO NAIL IN TRUNK 3 -2' x 4' x 8' -0' WOOi? BRACES SPACED APART AT 120' MIN. 3' FLORA MULCH REMOVE BURLAP AT rOP 1/3 OF PLANTING S ALT. EXISTING SOIL BACKFILL WITH PLANTING SOIL MIX. SECURE BATTENS U/ 3/4' Ht- CARr3aN STEEL BAND TO HOLD BATTENS IN PLACE DURING PLANTING PROCESS. 1.11RAP MINX W/ 5- LAYERS OF BURLAP 2' X 4' TYPICAL LARGE 'THEE PLA I1'JtO D(ETAUL N.T.S. SP- I 5- 2' X 4' X 8' WOOD BATTENS 2' $1-1REDDED CYPRESS MULCH SECURE BATTENS W/ 3/4' 141- CARBON STEEL BAND TO HOLD BATTENS N PLACE 1:>URNG PLANTING PROCESS. WRAP ?RUNK W/ 5- LAYERS OF BURLAP 2' X 4' TYPICAL 5- 2' X 4' X 8' WOOD BATTENS 41//AW§ V: ;; \ \Jt /_ X1 p„C►,tNW,WRIV. ? urOrY YY LY D a t pro. t�'� /Ie,�US Is , ami - Dade Coulty � r: llepartYrsat ..19j--(:)--53 ,(MIN) SE'�TIC 'TANK . --- 92 ► c)rr.( 1\ � INS r . _ B, FE 11E1' r: t AT LEAS1 2.0 f 1 PROP jB CTh IIO }LI) :Fi 6 i (2) NEW SWALE TREES — SUfi1A 30 PITO 21 CCP 6 MUPA 3 CHSE A 1% A 1 CAAC SETBACK 10' -0' NOTE: EXISTING ALLEY . . - Icsaza THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. 50.00' X0:'00' EXISTING 5' CONC. WALK 1 SCALE: 1° = 10' -0° 5,Isa. RESERVE I>RAIIIELD G1M / VIENESENVOIW EXISTING LIVE OAK TO REM1IN Ili \VI7 (151 ST'REET 10' - 12 CCP 60 LIVA 1 CAAG 3 Si-tax $•8.4' NA.V.D. ELEV. L ' GROUN OF ROAD. 18 PTO 24 CCP 5 RI 6 CNCA g (� 1 ilThr @ E o0 a J S W -/ Q [1-11-1 as ( g PA Cg 0 nn tP ° Pi d gi N q z q p i L i ! . rU1M I I crt ro TIE L NOTE: SUBSTITUTIONS MAY BE MADE WITH SIMILAR PLANTS IN CONFORMANCE W Tl--4 MIAMI SNORES APPROVED PLANT LIST 611 C_ J 612055 SITE AREA = 6,357 SQ. PT. _ .15 ACRES BUILDING PAD AREA = 1,165 SQ. FT. = 2168% SITE ARE/ DRIVE /PATIO/WALK AREAS = 696 SQ, ET. = 10.59% SITE ,REA PERVIOUS AREA = 3,923 S. FT. = 61.43% SITE AREA FJ©QnE©r [MR 4.69 N.E. 915T STREET MIAMI 54- 1ORES, FLORIDA 1 J LOT 21, BLOCK 49, OF MIAMI 51-4ORE5 SECTION NO. SUBDIVISION, ACCORDING TO TI-4E PLAT TI- 4EIREOF RECORDED IN PLAT BOOK NO. 10, PAGE NO, 31, OrlE PUE3LIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. BACKFILL WITH PLANTING SOL MIX. HURRICANE CUT SABAL PALMS ONLY. #1111 Ir2- 111111- 0- i";! 1 f r � I �� , �� :� ` �y 1111�Ia �,;�� /� 1 1 �I IItlll -1110.4.e.111 pI Q Illip„ 7 PAVEMENT = II11 = III =(fllfl_I • all-1EII 0Ili M PALM PL&HTIIIM DETAIL N.T.S. 2' TOP SOIL SOD FINISH GRADE= f' BELOW TOP OF PAVEMENT SOD ORMVALLA 'DOnM D( TAIL Q` YPOD N.T.S. TOE NAIL TO BATTEN. NO NAILS IN TRUNK. 3- 2'x4'x8'- O' WOOD B ACES SPACED APART AT I20' MIN. 3' MULCH REMOVE BURLAP AT TOP I/3 OF PLANTING BALL EXISTING BOIL BACKFILL WITH PLANTING SOIL MIX.(SABALS TO RECEIVE GLEAN SAND FILL.) r _____ MIN. 2' SuREDDED CYPRESS MULCH BACKFILL WITH PLANTING BOIL MIX. EXISTING SOIL SKRUB AND 8HOM D COWER DETAOL N.T.S. R g -timy. Ili 11( 'I I1111- �.I IICi iii(I! 11I 7 TOE NAIL to BATTEN. NO NAIL IN TRUNK 3 -2' x 4' x 8' -0' WOOi? BRACES SPACED APART AT 120' MIN. 3' FLORA MULCH REMOVE BURLAP AT rOP 1/3 OF PLANTING S ALT. EXISTING SOIL BACKFILL WITH PLANTING SOIL MIX. SECURE BATTENS U/ 3/4' Ht- CARr3aN STEEL BAND TO HOLD BATTENS IN PLACE DURING PLANTING PROCESS. 1.11RAP MINX W/ 5- LAYERS OF BURLAP 2' X 4' TYPICAL LARGE 'THEE PLA I1'JtO D(ETAUL N.T.S. SP- I 5- 2' X 4' X 8' WOOD BATTENS 2' $1-1REDDED CYPRESS MULCH SECURE BATTENS W/ 3/4' 141- CARBON STEEL BAND TO HOLD BATTENS N PLACE 1:>URNG PLANTING PROCESS. WRAP ?RUNK W/ 5- LAYERS OF BURLAP 2' X 4' TYPICAL 5- 2' X 4' X 8' WOOD BATTENS 41//AW§ V: ;; \ \Jt /_ X1 p„C►,tNW,WRIV. ? urOrY YY LY D a t pro. t�'� /Ie,�US Is , ami - Dade Coulty � r: llepartYrsat ..19j--(:)--53 ,(MIN) SE'�TIC 'TANK . --- 92 ► c)rr.( 1\ � INS r . _ B, FE 11E1' r: t AT LEAS1 2.0 f 1 PROP jB CTh IIO }LI) :Fi 6 i (2) NEW SWALE TREES — SUfi1A 30 PITO 21 CCP 6 MUPA 3 CHSE A 1% A 1 CAAC SETBACK 10' -0' NOTE: EXISTING ALLEY . . - Icsaza THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. 50.00' X0:'00' EXISTING 5' CONC. WALK 1 SCALE: 1° = 10' -0° 5,Isa. RESERVE I>RAIIIELD G1M / VIENESENVOIW EXISTING LIVE OAK TO REM1IN Ili \VI7 (151 ST'REET 10' - 12 CCP 60 LIVA 1 CAAG 3 Si-tax $•8.4' NA.V.D. ELEV. L ' GROUN OF ROAD. 18 PTO 24 CCP 5 RI 6 CNCA RAM DESIGN. INC.. HEREBY RESERVES ITS COMMON LAW • COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. IDEAS AND DESIGNS. THESE IDEAS. DESIGNS. AND PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING • EXPRESS WRITTEN PERMISSION FROM THIS OFFICE, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT JOB SITE AND NOTIFY THIS OFFICE OF ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS AND OBTAIN OUR APPROVAL IN WRITING BEFORE PROCEEDING WITH WORK_ 1 1 1 0 I I I tuoa°poT ©ganeUctoP nan 8 111WW -E 860 —Lcit RKW a992 -8 7d Tf7261 Ilagg 'MEDIA 6 3811MW8 tgOg mune 6 °iG Rico °M °H 400 04 °MO 6 HOOSE7a ran3 [N 1(51 E rii?q n �Q n c) ' ' 0 � 0 . V gg VU� . o KA -r REVISIONS 13 9 - 7.0 c { DRAIN E3Y: RAM, on) ()_ g :I I 4\/. 6 -11 -04 A_ O 1I / \OP L . "0410 1 mourost 1 _J VENT ER TO EXTERIOR W/ GALV. ZING 4 RAIN CAP C 8'X'6' VENT BLOCKS ON OPPOSITE SIDES 6) FLOOR LEVEL(SEE CALLS. BELOW) .30'- 0' FAMILY ROOM TILE PA83 -THR.1 DIN— 98. SINK W/ DISPOSAL 12` -0' KITCI -IEN TILE FLR DINING CARPET 4 PAD LIVIN�� CARPET 4 PAD REF. WnCEMAKER. WALL-MI HANDRAIL 22'X36' ATTIC ACCESS MASTER 1) BEDROOM CARPET 4 PAD E.OF E.OFL... I2 ■IIIII 1.; I/ nn1111i�1n11�lillln • aiiii lila .r 16' - 15' -10' rs 3' -0' I?iSR4'AL'4Pti VLti IdiSSSIIwOY.•AtWdJ.SSAI C.S''i4Y. ILll'.CV5'f4 Vii44IVE i SVAS lGS4SOILdfAMti'AMS.'aIfi'b'1 EWH DRYER A3! -4ER HU n g GARAGE 14' -6' 30 -0' 3068 Mrl.. W THREW. OVE1E ENTRY FLOOR SCALE: I/4" I' -0" cp 1 J n ZNI ■ : . . c NOTE: CORNERS OF STUD WALLS AND PARTITIONS SHALL BE FRAMED SOLID BY NOT LESS THAN TI -1REE STUDS. (VYP.) 'ATI -I. *S 3 C.T. FLOOR OAT I-4. *2 C.T. FLOOR PROVIDE DOOR STOPS IN BALCONY 11211110r— DIEM / Fro $IIIUUIddl V2 668 [3F. E:OFL. BEDROOM #3 CARPET 4 PAD 12' -6' • BALCON 1II111n11111111111© a a u n 1 i I' 3 glom F. 'g DOWN OPEN TO BE LOW (2) 2068 F3F. BEDROOM #2 CARPET 4 PAD 11' -0' FIXED WINDOW FIXED 2'-11' WINDOW PARAPET WALL BELOW - SEE ELEVATIONS 1ST FLOOR ROOF BELOW L 0 w N 2' -0' 5I-6 42' HIGH D CORATI VE A UM, RAILIN 110' -4' 21 -4' SCALE: 1/4' = ROOF BELOW 2 / 5' - 6' 2nd El.,©)©I PLaN 6 'WALL LEOEND ISIXEMSESSIONAMMI __ MaZZESEMSZEMEM NEW 8' MASONRY BLOCK WALL NEW FRAMED NON BEARING PARTITION 2X4 WD. STUDS o 24' O.0 W/1/2' DRYWALL BOTH SIDES NEW 1 HR. FR FRAMED INSULATED BEARING WALL -2X4 OR 2X6 WD. STUDS A 16' o.c W/ 5/8' TYPE 'X DRYWALL FINI51.4 ' BOTH SIDES 4 R -II MIN. FIBERGLASS BAtt INSULATION, AS PER GA. ASSEMBLY 'LOP 3510 NEW INSUL. WALL - 1/2' GYPSUM BOARD ON 2x4 WD. STUDS o 24' O.G. 4 3 1/2' BAIT INSULATION BETWEEN NEW 1 HR FIRE RATED FRAMED BEARING WALL - 2X4, 2X6, OR 2X8 WD, STUDS A 16' O.0 (SEE PLANS FOR TYPE) W/ 5 /8' TYPE 'X' DRYWALL FINISH ON BOTH SIDES AS PER GA ASSEMBLY 'WP3510 DEMON CRITERIa tNIS STRUCTURE HA5 BEEN DESIGNED IN ACCORDANCE WfTH AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE, 2002 EDITION, AND ASCE 1 -98 (W1.4El E APPLICABLE). FOR 140 MILES PER HOUR OR LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO WIND LOAD ONLY. BASIC WIND SPEED = 146 M 1PH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = C INTERNAL PRESSURE COEFFICIENT = 4/ -0.18 FULLY ENCLOSED WIND PRESSURES F OR COMPONENTS AND CLADDING FOR WALL ELEMENTS SHALL BE SHOWN ON FLOOR PLAN AND OR ELEVATIONS. CODE DENIM o OCCUPANCY CLASSIFICATION: OCCUPANCY 'R3', RESIDENTIAL CONSTRUCTION! 'TYPE: TYPE VI, UNPROTECTED DESIGNED N CONFORMANCE WITH THE FLORIDA BUILDING CODE. CALCULATED FLOOR AREAS TOTAL CONDITIONED let FLOOR AREA (GROSS) TOTAL CONDITIONED 2nd FLOOR AREA (GROSS) _ COVERED ENTRY/ BALCONY AREA = TOTAL GARAGE AREA (GROSS) _ TOTAL BUILDING AREA (GROSS) 1,059 SO. Fr, 146 SQ. Fr. 184 SQ. FT. 412 50, FT. 2,335 SQ. FT. 4' BLOCK ON SIDE 4' BLOCK ON SIDE. SCREEN. GARAGE VENT BLOCK N.T.S Az Q/Y WHERE: Q =FLOW RATE, CFM v= ESTIMATED AIR SPEED, FT/MIN. (SEE NOTE BELOW) A_OPENING AREA, SF 0:200 GPM (100 CFM X 2 CARS) V :540 FT/MIN (APPROX .6 MPH) NOTE • WIND SPEED DATA OBTAINED FROM NATIONAL OCEANOGRAPHIC AND ATMOSP1 -1ERIC ASSOCIATION USING THE LOWEST AVG. SPEED FOR THE SUMMER MONTI -IS. REQUIRED VENT.AREA A -200 CFM/540 FT/MIN. _ .031 SF REQUIRED PROVIDED VENT AREA: A= TWO 8'X16' OPENINGS = I.16 SF PROVIDED. O oNISTaLILa nllon OPENONO SCHEDULE LOCATION ® 'O BUCK OON DEVa011-,3 F.,:::....,A5FMOVAL RATING - Pow REQUIRED - PSF OVERAL (WIDTH x HEIGHT) (WIDTH x HEIGHT) H PRODUCT NUMBER (Y OR N) (4) (4) ('') 1 _ SEE N.O.A. 23 SH +50.10 (2) 25 SH 35 5N r { 3068 DR. 8068 5L, GL. DR. FIXED ' S) GENERAL NOTE5 PALL SILL SCREWS MUST BE SEALED. 'MNIMUM SIZE SCREUJ SHALL BE "Es. 'ALIL SCREW TO BE 6' FROM CORNERS. 'CAULK SHOULD BE APPLIED AROUND WINDOW PERIMETERS 4 BETWEEN MULLION*. 'AL 'L BLOCK CELLS ADJOINING DOOR 4 LUiNiDOW OPENINGS TO BE GROUTED SOLID. SUCK TO MASONRY INSTALLATION LOCATION PNEUMATIC NAIL SIZE 4 SPACING REMARKS EXTERIOR WINDOW BUCKS (P.T.) SECURE P.T. 1x4 ILO. BUCK TO GROUTED CELL OR CONC. COL. W/ 1/4' DIAM. x 2 1/4' LONG TAPCONS 0 24' O.C. MAX. SPACING ADJUST SPACING AS PER PRODUCT APPROVAL REQUIREMENTS EXTERIOR DOOR E3UCK15 (P.T.) SECURE P.T. 1x4 WD. BUCK TO GROUTED CELL OR CONC. COL. W/ V4' DIAM. x 2 1/4' LONG TAPCONS 4a 24' O.C. MAX. SPACING ADJUST SPACING AS PER PRODUCT APPROVAL REQUIREMENTS GA'"?../56E DOOR BUCKS (P.T.) P.T. 2x6 WD. BUCK SECURED TO CONC. W/ 1/4' DIAM, x 3 1/2' LONG TAPCONS 'a 10' O.C. 26'11' x 50 CNT nllon OPENONO SCHEDULE LOCATION ® T F.,:::....,A5FMOVAL RATING - Pow REQUIRED - PSF OVERAL (WIDTH x HEIGHT) (WIDTH x HEIGHT) IMPACT (Y OR N) PRODUCT NUMBER (Y OR N) (4) (-) (4) ('') 1 3088 ENTRY DR. SEE N.O.A. P.A. +50.10 - 5520 W x 80' 40' x 82' Y 02- 0418.02 Y 2 H35 FIXED WINDOW ir. LJ !� i C CJ V (I P A Vv +5550 -68.10 26'11' x 50 26 x 50 N 02-010101 N 2a FIXED, ARCHED T; ?ANSOM +4820 -52.40 26'14' x 25 5/16' 26 x 25 5/16' N 02- 010101 N 3 4064 FIXED WINDOW REVISIONS ,.�. A8 -6 -04 - TAA 448.50 -52.40 48' x 16' 48 x 16 N 02- 010101 N 3a FIXED, ARCHED TRANSOM +48.50 -5240 48' x 24' 43 x 24' N 02 N 4 24 SN +4880 -5220 31' x 50 %' 31 x 50 N 02- 0419.13 N 5 24 SIN + -48.80 -5280 31' x 50 31 x 50 N 02. 0419.13 N 6 (2) 25 61-1 +4820 -52.80 14' x 63' 15' x 63' N 02 0 419.13 Y 1 1434 FIXED WiNDC.V 45580 -68.10 26 x 50 26 x 50 N 02- 0101.01 N 16 FIXED, ARCHED 'TRANSOM +48.50 - AO 26 x 131/4' 26 x 13 3/8' N 02- 0101.01 N 8 (2) 2668 FR DR W/ SIDELT'S. +4580 - 46.10 91 x 11 35 x 82' N 02- 062501 Y 9 34 SH +48.80 -5250 53 1/6' x 5054 53144' x 50 N 02- 0419.13 Y 10 35 SH 448.80 -5250 53 x 63' 53 x 63' 11 02- 0419.13 Y 11 34 SH 44800 -5250 53 1, a' x 50 531/4' x 50 N 02-0419.13 Y 12 35 81-1 448.80 -5280 53%6' x 63' 53 x 63' N 02-0411.13 Y 13 22 614 +4880 -5250 31' x 26' 31 1 46' x 26' N 02- 0419.13 N 14 22 SH +4820 - 5280 31' x 26' 31 x 26' N 02- 0419.13 N 1 3068 MTL. CR. 50.10 -5520 36' x 80' 40' x 82' Y 02- 0418.02 Y 16 34 SN +4820 -52.80 53 1"6' x 50 53'4' x 50 N 02- 0419)3 11 16' -0' x 1' -0' ON. GAR OR +42.10 -53.10 16' -0' x 1' -0' 16' -0' x 1' -0' Y 02- 022201 N 18 (2) 2668 FR DR +45.80 -46.10 59 x 19 64' x 82' N 02- 062501 Y 19 (2) 2668 FR DR 44520 -46.10 59 x 191/4' 64' x 82' N 02- 062501 Y 20 24 SFI +4520 -5280 31' x 50 311/4' x 50 /a' N 02- 0419.13 N 21 34 SH 44880 -5280 53 x 50 531/4' x 50 N 02- 0419.13 Y NOTE: 1, WINDOW SIZES E3ASED ON LAt)=St L:DITIoN 2. ROUGH OP'Cs DIMENSIONS ASSUME SECURING POURED SILL DIMENSIONS NOT INCLUDED 3. ALL NEW WINDOWS ARE TO NAVE LT. WINDOWS ARE TO BE PROVIDED WITH COLOR BY Ott.NER 4. ALL EXTERIOR DOORS 4 WINDOWS, 5. ALL WINDOW(S) IN 13ATHROOM(6) SHALL 8Y FAT INDUSTRIES., THE WINDOW TO A (IF PGT WINDOW, ADD GREY TINTED GLASS SET IN 14URRfCANE SHUTTERS. ALL INC. CONTRACTOR TO VERIFY WITH MANUFACTURER P.T. IX? BUCK TO PRECAST SILLS - VERIFY W/ PRODUCT APPROVAL. 3 4' t0 RO HEIGHT FOR POURED -IN -PLACE SILLS). VERIFY WITH WINDOW MANUFACTURER E5P WHILE FIN. ALUM. FRAMES 4 ARE t0 BE PROVIDED WITH ALUM. SCREENS. EXTERIOR METAL DOORS ARE TO SE PRIMED 4 PAINTED. WIND LOADS AND MUST MEET THE REQUIRED IMPACT CRITERIA. TEMPERED GLASS. ARE TO MEET THE INDICATED BE PROVIDED WITH OBSCURED, RAM DESIGN. INC., HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. IDEAS AND DESIGNS. THESE IDEAS. DESIGNS, AND PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY. WITHOUT FIRST OBTAINING ' EXPRESS WRITTEN PERMISSION FROM THIS OFFICE. • WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE • PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT JOB SITE AND NOTIFY THIS OFFICE OF ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS AND OBTAIN OUR APPROVAL IN WRITING SEFCRE PROCEEDING WITH WORK. I 00b0OOO 3M3031 Ml311103311QM d ®1C7ta 1 II 0 r Er 1 I 'HAM DIESEGG, OM. 1000T kW. 50TH 37. SHOVE 200©, SURE -31160 (FLORBED& 005' 10548 7483 -56611 Tau X1477 -00ge E -PA EIL 8 amtelE *eli }we 0 aollpco1 .( ( F: ► C:41 1 1 (Fi a ir. LJ !� i C CJ V (I P A Vv W J �- � ll� cg t o REVISIONS ,.�. A8 -6 -04 - TAA -F+W. TX?". A9 -9 -04 DRAM BY: RAM, DRD 6-11-04 D 2 °04101 5 ESP MITE FINISHED RAILING Ci) +10 ELEv, D FLOOR TExTUR.ED STUCCO F ELEV. \JIIV PIN. R 6) +10' -4' ELEV. 2ND FLOOR SCALE: 1/4" = 1' -0" SCALE: 1/4" a 1' -0" 12' SQ. GRID LAYOVER FOR PURPOSES OF DETERMINING RAKED BEAM CONTOURS Ri~c , STIJ cO EC r ORATIVL ELE tEEN1 FRONT ELEdaIrooKI A> 4 RE&H Exdactrooa SPANISH '5' CONCRETE TILE 4 APPLIED, STUCCO FINISHED PRECAST ARCHITECTURAL ELEMENT STUCCO FINISHED, APPLIED EPS BANDING 4 45 ELEV. ESP W1 -111E FN. ALUM. BALCONY RAILING W/ MAIN SUPPORT POSTS AT 48' O.G. AND VERT. PICKETS AT 4' O.G. - RAILING TO DEFLECT A 3.99' OBJECT FIN. 2ND FLOOR +10' -4' ELEV. FN. 2ND FLOOR dr +0' -0' ELEV. FIN. FLR 5PAN151 -I 'S' CONCRETE TILE- 12 I' 4 PITCH .111 ,./04111. Aiii� 1iiiiriiir! MOnT SOME EILEWa SCALE: 1/4" = 1 -0" I 1 PITCH 1 _. ��bArArArAd�A�A�A�ArA�A�ArA�A�Ar����rr�� ►.._ SCALE: I /4" : 1' -0" LIGHT TEXTURED --// 7 7- erucco a o LT SaDE �I�C�MQ7�OOW ULU a O SPANISH '5' CONCRETE TILE, STUCCO FINISHED, APPLIED EPS BANDING ESP WHITE FIR ALUM. BALCONY RAILING W/ MAIN SUPPORT POSTS AT 48' O.C. AND VERT. PICKETS AT 4' o.c. - RAILING TO DEFLECT A 3.99' OBJECT RAM DESIGN, INC., HERE8Y RESERVES ITS COMMON LAW . COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS AND DESIGNS. THESE IDEAS, DESIGNS, AND PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING EXPRESS ►%KITTEN PERMISSION FROM THIS OFFICE. %%BITTEN DIMENSIONS ON TT -IESE ORAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT JOB SITE AND NOTIFY THIS OFFICE OF ANY DISCREPANCY iN THE DRAWINGS OR SPECIFICATIONS AND OBTAIN OUR APPROVAL IN WRITING BEFORE PROCEEDING WITH WORK. ' EIC* t 00a MS= 1111 111Z Sls"iM.031 lllT ea "..r021 o rde- [1:g r r----,.- =f1 1 I Kal [IL n � Q. o. n E ivu} cg A A ° EM Vu � � O (r I 1 itn-i -n� LJ LJ mmenumim liark winglemen ERR 0 T.FYO. errs n9 -9 -04 DRAWN BY: RAM, DRO 1 h :U: f 6 -11 -04 "04101 OF 5 fin .1181111=1111 TYPICAL ROOF NOTE: SPANISI-1 '5' ILE SET IN TYPE 'M' OR 'S' MORTAR ON 90' SURFACE SLATE (19• MATERIAL) HOT MOPPED OVER 30' BASE 4EET TIN - TAGGED TO 3/4' EXTERIOR PLYWOOD. ALL STARTER TILE SHALL MECHANICALLY FASTENED 7-4ROUGH UNDERLAYMENT TO SHEATHING WITH A NON-CORROSIVE FASTENER THROUGH A FULL aED OF APPROVED SEALANT. THE UNDERLAYMENT SHALL BE BACKNAILED 12' O.C. AT ALL HEAD LAPS USING ROOFING NAILS DRIVEN THROUGH TIN TAGS OR WITH CAPPED NAILS. (MATCH EXIST. ROOF COLOR, MATERIAL 4 STYLE. SCHEDULED CONC. TIE BEAM SCHEDULED CONC. TIE BEAM ;ONT. 2X6 WD. P.T. LEDGER ANCHORED TO CONC. BEAM W/ • 41LTI 1417150, OR EQUAL, 6' • EMBED. a 24' O.C. /zX R -30 BATT INSULATION 4LV. MIL. HURRICANE 'RAP $ EACH APPROVED ENG. TRUSS a 24' O.C. (TYP.) ENGINEERED 4 APPROVED !D. TRUSSES a 24' O.C. GALV. MTL, DRIP ON 1x2 PT WD ON 2x8 WD FASCIA ON 2x4 SUB FASCIA GREEN VENTS a 8' -0' O.G. TYP. SOFFIT- PTO STUCCO ON HI- RIBBED SELF - FURRING MTL. LATH NOTE: PROVIDE CONT. P.T. FIRESTOP ' TOP OF WALL 1/2' GYP. WALLBRD. ON tx3 FURRING a 16' O.C. / i THK STUCCO ON 8' CONC. BLOCK WALL (TYP.) GYP. WALLBRD ON ix2 P,T. FURRING a 16' O.G. FIN. FLR. ON 1/2' PLYWD. ON 15• FELT ON 3/4' T d G PLYWD. (TYP.) APPLIED W. BASE CONT, 2X10 WD, P.T. LEDGER BRED t0 CONC. BEAM W/ • 41L11 141T150, OR EQUAL, 6' • `1BED. a 12' O.G. •10' -4' ELEV. FIN. 2ND FLOOR ENGINEERED s APPROVED 22' DEEP R TRUSSES a 24' O.C. PROVIDE 4' MIN. FIBERGLASS BATT SOUND INSULATION BETWEEN FLOORS PROVIDE CONT. P.T. FIRE STOP a TOP OF WALL 5/8 TYPE 'X' GYP, E3D. ON 1x3 ;RING STRIPS a 16' O.G. 5/8' Tt-1K STUCCO ON 8' CONC. BLOCK WALL (TYP.) GYP. WALLBRD ON 1x2 P.T. FURRING a 16' O.C. 3 R -42 .FOIL' INSULATION BETWEEN FIN. FLOOR ON 4' CONC. SLAB W/ 6X6 WI.4 X W1.4 W.W.F. ON (6MIL. MIN.) VISQUEEN BARRIER ON WELL- COMPACTED TERMITE - TREATED FILL APPLIED WD. BASE PROVIDE 1 WATER STOP $ ALL PERIMETER WALLS (TYP.) TOP OF SLAB ELEV. 40' -0' CONC. FOOTING - SEE STRUCTURAL DRWGS. 12 4I PITCH n 111 =I.. 11 -1 I=I I I- 4 ° • . =1 I { =1 11= t -I i III- 1 -1 11__1 11 - "III I l i i t l�l i f III 111T'l l l� SC OTOOM SCALE 3/4'r1'. 0' 3E • OOM #4 ID IN I NG ROOM NOTE: PROVIDE HORIZONTAL JOINT REINFORCING a 16' O.C. VERTICALLY FOR ALL EXTERIOR BLOCK WALLS, USING LADDER -TYPE DUROWALL REINFORCING, . AND EXTENDING 4' MINIMUM INTO ALL TIE AND STRUCTURAL CONCRETE COLUMNS ELEV. PIN. 2ND FLOOR dp TOP OF SLAB ELEV. +0-0' S \°C 1 * 1. RQOF NOTE: SPANISI4 '6' TILE ST IN TYPE 'M' OR 'S' MORTAR ON 90,GURFACE SLATE (19' SELVAGE MAJERIAL) 140T MOPPED OVER 30' BASE9+ -IEET TIN-TAGGED TO 3/4' EXTERIOR PLYWOOD. ALL STARTER TILES SHALL BE MECHANICALLY FASTENED THROUGH UNDERLAYMENT TO SHEATHING WITH A NON - CORROSIVE FASTENER THROUGH A FULL BED OF APPROVED SEALANT. THE UNDERLAYMENT SHALL BE BACKNAILED 12' O.G. AT ALL HEAD LAPS USING ROOFING NAILS DRIVEN THROUGH TIN TAGS OR WITH CAPPED NAILS, (MATCH EXIST. ROOF COLOR, MATERIAL 4 STYLE.) SCHEDULED CONC. TIE BEAM -Jai*. r ' . It Pi No C INS sui : NO MIN w.� • Ile is 3 - ... . ... mu an IN w MI IN la MO 11111 NIP al MO NO • "4 1 APPLIED WO. E3ASE 2><C, LEDGERS I I 4 a 4 1 d A TA a 4 el I tette 4 { GALV. MTL. HURRICANE STRAP a EACH APPROVED 4 ENG. TRUSS a 24' O.C. (TYP,) R -30 BATT INSULATION ENGINEERED t APPROVED WD. TRUSSES a 24' O.C. GALV, MTL. DRIP ON 1x2 PT WD ON 2x8 WD FASCIA ON 2x4 SUB FASCIA 1'x22' SCREEN VENTS a 8' -0' O.C. TYP. SOFFIT- PTD STUCCO ON HI- RIBBED SELF - FURRING MTL, LATH 1/2' GYP. WALLBRD. ON 1x3 rs FURRING a 16' O.C. "�'� tNK STUCCO ON 8' GONG MI lir IN MI OGK WALL (TYP.) ' P. BR D N tx2 r. P FUR WALL ' 16' O.G. O mt. FIN. PLR. ON 1/2' PLYWD. ON . wr" . M • S 15y FELT ON 3/4' T. d G. • MN al I PLYWD. (T ! no 4.1 i s r +_! MO Ne IN MI IN MS mil NO as Ill MI ON w li S, BL ENGINEERED AND APPROVED WOOD ROOF TRUSSES a 24' O.C. (SEE STRUCTURAL DRAWING) PROVIDE 4' MIN. FIBE.RGLASS BATT. SOUND INSULATION BETWEEN FLOORS A SCHEDULED CONC, TIE BEAM PAM 11_ '' ROOM FN, FLOOR ON 4' CONC. SLAB W/ 6X6 Wt,4 X WI.4 W.WF. ON (6MIL. MIN.) VISQUEEN BARRIER ON WELL- COMPACTED TERMITE - TREATED FILL CONC. FOOTING - SEE STRUCTURAL DRUGS. 12 4 1 PITCH 1 -- =1 1 ...Q44 _! - - I I I -- I ! I -i ►- I -.I i I --I 1 1 I- 11 111 = 111 =1 1 = { �I 1— I { I, PnM/\LI'L SEctroom SCALE: 3/41.' : 1' -0 3EIDROOM i*4 ENGINEERED 4 APPROVED 22' DEEP WD. FLOOR TR1.155E8 a 24' O.C. 5/8' TYPE 'X' GYP. E30. ON 1x3 FURRING STRIPS a 16' O.C. NOTE: PROVIDE CONT. P.T. FIRE 570P a TOP OF WALL KITCHEN Gieec-ICEOLONO ASSE oCOY FIRE R FILE NO, .. .. . .... . 0 1 FIRE ITh RC 2601 c 1 HR --- t�a - I -1 - - - I C 41/6' U3st$Frt: 1 per Toot. ut,R3501- 41,46, °- 11 -65t D rat , l 0 - 1a Deotgn t13I4 Teets 1\GC2404)0 -14 -10 00 [1 n o p � Q. LJ . g 0 ILI a Q R IF Vu � REVISIONS - 3d R.R A8 -6 -04 - rav weccna a A S -9-04 -rLIo era $ r DRAtLN 13Y; RAM, ORD 6.11 -04 "04I0"1 S OF Gieec-ICEOLONO ASSE oCOY FIRE R FILE NO, DETAILED DESCRIPTION SKETCH ANO DESIGN DATA FIRE DETAILED DESCRIPTION RC 2601 Gypaua poard, wood Joloto, Roof Covering Base layer 5/8' type X gypsum wallboard applied at right angles to wood Jotete (or trusses) a 24' o.c. with I V4' type S drywall screws a 24' o.c, Face layer 5/8' type X gypsum wallboard or veneer bases ap- plied at right angles to Joists (or trusses) through base layer with 1 1/8' type $ drywall screws a 12' oc. at Joints and intermediate Joists. Face layer Joints offset 24' from base layer Joints. 1 1f2' type G drywall screws placed 2' back on either aide of face layer end Joints, 12' o.c, I2' plywood with exterior glue applied at right angles to top of Joists (or trusses) with 8d nails. appropriate roof covering. 1 HR --- t�a - I - -- — I c t - - - =- M.Le a[KM oHTIERoON paad0711© 9 NYo ©DQFRM FIRE RATING ) FIRE RATING 50UND !RATING SIC GA FILE NO. DETAILED DESCRIPTION SKETCH AND DESIGN DATA FIRE 1 SOUND 1 HR 35 TO 39 WP 3510 Construction Type: Gypsum Wallboard, Wood studs One layer 5/8 type x gypsum Wallboard or veneer base applied parallel with or at right angles to each side of 2x4 wood etude spaced 24' o.c. with 6d coated nails 1 1/8' long, 0.0915' shanty, 1 /4' heads, 1' o.c. Wallboard nailed to top and bottom plates at 1' o.c. Stagger ,joints 24' o,c. each side (LOAD BEARING) Thtckndee, Approx. Ptra Sound , 1 41/6' U3st$Frt: 1 per Toot. ut,R3501- 41,46, °- 11 -65t D rat , l 0 - 1a Deotgn t13I4 Teets 1\GC2404)0 -14 -10 FLOOR- CERAM S U strE s ?©©I FRaMED FIRE RATING GA FILE NO. DETAILED DESCRIPTION GYPSUM BOARD, PARALLEL CHORD WOOD TRUSSES SKETCH AND DESIGN DATA FIRE SOUND =C 5512 CEILING: TWO LAYERS OF 1/2TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PERPENDICULAR TO TRUSSES. B4SE LAYER END JOINTS STAGGERED 24' AND ALL FACE LAYER JOINTS ONSET 24' FROM THE JOINTS OF THE BASE LAYER. BASE LAYER ATTACHED TO BOTTOM CHORD W/ 1 TYPE DRYWALL SCREWS 24' O.C. FACE LAYER ATTACHED W/ 1 TYPES DRYWALL SCREWS 12' O.C. N ADDITION, 11/2' TYPE G DRYWALL SCREWS SPACED 12' O,G. ARE PLACED 3' BACK FROM EACH SIDE OF FAGS LAYER END JOINT, TRUSSES: CHORD AND WEB MEMBEP2S ARE FABRICATED FRc»1 2x4 LUMBER W/ 20 GAGE STEEL CONNECTOR PLATES THAT HAVE A MINIMUM TOOTH LENGTH OF 5/16'. PLATE DE51GN VALUES SHALL SE BASED UPON A SAFETY FACTOR OF 4. TRUSSES ARE SPACED A MAXIMUM OF 24' O.C. AND HAVE A MINIMUM DEPTH OF 12'. FLOORING: 15/32' T 4 G PLYWOOD W/ EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF TRUSSES W/ 6d COMMON NAILS 6' O.C. END JOINTS OF PLYWOOD TO OCCUR ON TOP CHORD AND ARE TO BE STAGGERED 48'. ZSZSZS APPROX. CEILING WEIGHT: 4 PSF FIRE TEST: FM FC214 - 1 HOUR, 1 -6 -18 Wetera V Mal ri t i t A . I _ 1 DBL 2x12 GALV, MTL CLIPS 2 LAYERS 5/8' TYPE 'X' DRYWALL 2x12 STRINGERS a ENDS 4 I MIDSPAN 1 2x6 FIRESTOP I 2 LAYERS TYPE 'X' GYP. BD. 1 HR F.R AS PER GA ASSEMBLY aALL STOR AREAS UNDER STAIRS — SCHEDULED CONC. TIE BEAM — SCHEDULED CONC. TIE BEAM A w♦w�w♦w♦w�w♦w�w♦wew w • Erie CARPET FINISH ON TREADS 1 RISERS 5/4' MIN. WD. TREADS POWDER- ACTUATED PINS W/ (3) 2x12 STRINGERS. NAiL EACH TREAD 4 RISER TO STRINGERS AND STRINGERS TO EACH STUD AT EACH SIDE W/ 2 -16d NAILS I-IAL L FIN. FLR 01\11/2' PLYWD, 01 FELL ON 3/4' T. 4 G. PLYWD. (TYP.) ENGINEERED 4 APPROVED 22' DEEP WD. FLOOR TRUSSES a 24' OC. SOUND BATT. INSULATION BETWEEN FLOORS WALL MTD. WOOD HANDRAIL LIVING — „iii —, , NOTE: WHERE THERE IS STORAGE UNDER STAIRS ALL WALLS 4 CEILING TO BE 1 HOUR FIRE RATED (TYP)- FINISH 5/8' TYPE 'X' DRYWALL SCALE: 3/4° = 1' - �3 SEclruom ' i1 11 1 Ti li, ii: -- 435 FRAMING ANCHOR BY SIMPSON. (OR EQUAL) a EACH BIDE OF EACH STRINGER NAILED TO P.T, 2x12 BASE PL. SECURED TO SLAB W/ 1 /8' DIAi'-1. POWDER-ACTUATED SCHEDULE=D CONC. PTG. 34 HIGH WALL MOUNTED WOOD NAND RAIL 3' -2' 12 PITCH 14 111 = E =III -III: i 1 =I i —i I I- -I � I--- I1 1 II -IIi- ICI ---I I Ii,� 111 -1�{: - 1 1-1 I i i l GALV. MTL, HURRICANE STRAP a EACH APPROVED 4 ENG. TRUSS a 24' O.C. (TYP.) R 30 BATT INSULATION ENCs'NEERED 4 APPROVED U.0, TRUSSES a 24' O.C. GALV. MTL. DRIP ON lx2 PT WO ON 2x8 WD FASCIA ON 2x4 SUB FASCIA +18' -4' ELEV. T.O.B. 1'x2 SCREEN VENTS a 8' -0' O,C. TYP. IT PTD STUCCO ON HI- RIBBED SELF- FURRING MTL, LATI -I NOT PROVIDE CONT. P.T. FIRESTOP a TOP OF WALL GYP. WALLBRD. ON •1x3 FURRING a 16' O.C. NEW UJINDOW W/ TRANSOM BY PGT iNAUS)TRIE8, INC. W/ LT. GREY. TINTED GLAS 5 5ET N ESP WHITE FINISHED ALUM, FR. -`, 1ES PAINTED WD. SILL +40' -4' ELEV. FEN. 2ND FLR DBL. P.T. 2x8 SILL PLATE AT STAIR WINDOW ATtACNED TO BOND BEAM W/ 5/8' DiAM. x 6' LONGS 'J' BOLTS a 24' O.C. 1/2' DRYWALL OW PT 1x2 FURRING e 24' O.C. GALV,'. MIL. JOIST NANGEER SECURED _ +0' -0' ELEV, FIN. 1ST FLOOR 30 MiUN. LAP LENGTH FOR (I) +'S DOWEL STARTER REBAR W/ STD. ACI H100K INTO MONQLITHIC FTC., TYP. n NOTE: PROVIDE HORIZONTAL JOINT REINFORCING e 16' O.C. VERTICALLY FOR ALL EXTERIOR BLOCK WALLS, USING LADDER -TYPE DUROWALL REINFORCING, AND EXTENDING 4' MINIMUM INTO ALL TIE AND STRUCTURAL CONCRETE COLUMNS FORE O40PPORge G° EOUI °3CNEN4 PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND NOT GASSES UJNEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E -St4/UL 1419. 12' PTD. DRYWALL ON 1x3 FURRING a 16' O.C. WD, TOP PL. SECURED TO RAFTER MEMBERS ABOVE 2x WOOD BLOCKING a ONE -THIRD INTERVALS 1/2' DRYWALL BOTH SIDES ON 2x4 WD. (MIN.) STUDS a 24' O,C. 12' x 6' ANCHOR BOLTS W/ 2' x 1/8' WASHERS AT 32' O.C. AND AT CORNERS, ENDS AND EACH SIDE OF OPENINGS P.T. 2x4 WD. SILL PLATE PAINTED WD. BAST_ CONC. 5L4B - SEE FOUNDATION PLAN TOP OF SLAB ELEV. 40 MA11-,R, SECIrOON SCALD: I1/2 = 1' -D' (TYF'. NON - BARING FRAMED PARtITION) D.O., TYP. ROOF NOTE GALV. MTL, HURRICANE STRAP a E=ACH APPROVED 4 ENG. TRUSS a 24' O.G. (TYP.) GALV. MTL. DRIP ON 1x2 PT WD ON 2x8 WD. FASCIA ON 2x4 SUB FASCIA R -30 BATT INSULATION ENGINEERED 4 APPROVED WD. TRUSSES a 24' O,G. TYP. SOFFIT- PTD. STUCCO ON HI- RIBBED SELF- FURRING MTL. LAiN w/ 1'x22' SCREEN VENTS a O_ 0 E: PROVIDE CONT. P.T. FIRESTOP a TOP OF WALL 12' GYP. WALLBRD, ON b<3 FURRING a 16' O,C. 5/8' TNK STUCCO ON 8' CON[ BLOCK WALL (TYP.) I/2' GYP. WALLBRD ON 1x2 P.T. FURRING a 16' O,C, 4 R -42 'ALFOIL' INSULATION BETWEEN FIN. FLOOR ON 4' CONC. SLAB W/ 6X6 W1.4 X 11.11.4 W.W.P. ON (6MiL. MN.) VISQUEEN BARRIER ON WELL - COMPACTED TERMITE - TREATED FILL PROVIDE lip' WATER STOP a ALL PE=RIMETER WALLS (TYP.) APPLIED WD. BASE +0' -0' ELEV. TOP OF SLAB SCHEDULED CONC. FOOTING - BEE STRUCTURAL DIRWCsS, PORE PQ 004[ ©40 ©H QaD TaBLE SOO TO MEET THE FIRE RE515TANT REQUIREMENTS OF THIS CODE, IT SHALL BE DETERMINED THAT MATERIALS, CONSTRUCTIONS AND ASSEMBLIES OF CONSTRUCTION MATERIALS NAVE SUCCESSFULLY PERFOR`iiED UNDER ACCEPTED TESTS. COLUMN FIRE RESISTANCE, WHERE COLUMNS REQUIRE A FiRE RESISTANCE RATING, THE ENTIRE COLUMN, INCLUDING IT6 CONNECTIONS TO BEAMS OR GIRDERS, SHALL BE PROTECTED. = 111- -1 I 11111_ 12 \ 4 I PITCH r �i�`i . led=====, j ,....4.... 1-- - 111( --) 11 o a •. �.° .�)I l I �l�l '-I 11-- X 1--1 ► 1” I 1 1=11 f =� l I -1 11� ' i 1___ 111= 111= 111- 111- ---' ` EII1 Ii ' P AM I L.. Y ROOM Ili 5, NSA II, UV Ai II * l NAM AMU 1,Etl1AI /I; 1V ISNI Al IlffiIEi EMI] 111111112M112 NUM UMAAII3 EINNitaltilt6MAIMANKCIESZAINDSAMEIMISAMUISMAUNIMaitlk 2' SLOPE • • o •.. . 4 lit_ --III: • • 111E111' 111E111=111- +i0' -4' ELEV. FN. 2nd FLOOR S' CONC. SLAB CEILiNG W/ "5'3 9 12' 0.C. BOTT. NOOK INTO BEAM 4 "4 TEMP. STEEL o 12' O.C. 1-100K INTO BEAM +0' -0' ELEV. FIN. 16t. FLOOR -0' -9' ELEV. 51N, FLOOR (LOW PT.) /A 1/2' ('sYP. WALLBRD ON 1x2 +- UUUP.T. URRING 16' O.C. d R -42 'AL7=0iL' :NSULAT1ON BETWEEN 4' PTD. WD. BASE -- 2x, LEDGERS -- T:IN1eia FLOOR ON 1/2 PLYWOOD ON 1 FELT CN 3/4' PLYWOOD : )ECK.ING ENG:NEER=D AND APPROVED FLOOR WOOD TRUSSES ' 24' O.C. (SEE STRUCTURAL DRAWING) 1 5 CPEDULED CONC. TIE A B - SEE STRUCTURAL PANS MAW t.Olt ,Ialit IIXt12t 3111 11 ell .NIEI I197E1IIMEI IIffiEI Alt WM, WW1 1 SCALE: 3/4' - 11_0' •'fib . ..,.,`y. -[.. 14 .. SEE 1/5 -3 FOR PARAPET DETAIL GALV, MTL. HURRICANE STRAP 0 EAC1-4 APPROVED 4 T ENO. TRUSS 0 24' O.C. -- (YP.) W7&LEL SECITHON ENGINEERED 4 APPROVED WD. TRUSSES 24' O.C. NOTE: PROVIDE CONT. P.T. FIRESTOP o TOP OF WALL 1/2' GYP. WALLBRD. ON 1x3 FURRING 16' O.C. 5/8' INK STUCCO ON 8' CONC, BLOCK WALL (TYP.) 2ND T'"L0 01�. • E3ALCO Y GARAGE _1 PRECAST, STUCCO FINISHED DECORATIVE ELEMENT ESP Wf -11TE FIN. ALUM. BALCONY RAILING W/ MAIN SUPPORT POSTS AT 48' O.G. AND VERT, PICKETS AT 4' O.C. - RAILING TO DEFLECT A 3.99' OBJECT NON -SLIP TILE ON LATicRETE PLAZA AND DECK INSTALLATiON ! YSTEM - TiLE BET iN LATiCRETE GROUP` d ADDITIVE, ON II-INSET MORTAR W/ ADD1IIVE, ON LATICRETE WATERPROOF MEMBRANE, ON LATICRETE THICK BED MORTAR AND ADDITIVE W/ 16 GA. 2'x2' GALV. W.WM., ON LATICRETE TiLE tD MAT, ON PRIMARY WATERPROOF MEMBRANE, ON SEALED, 8' CJ \C. SLAB. INSTALL SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS. .+9' -8' ELEV. T.O.B. GALV. MTL. FLASHING ON P.T. WD. TRIM SCHEDULED CONC. BM. - SEE STRUCTURAL DRAWINGS SEAL 4 PAINT UNDERSIDE OF CONC. SLAB P.T. 2x6 WD. BUCK O.H. MTL. GARAGE DOOR AND TRACK S FLOOR ON 4' iNK 2,700 P.5.1. CONCRETE SLAB W /6x6 10/10 W.W.M. 48' DBL. PERIM, EDGE ON VAPOR BARRIER 4 WELL COMPACTED TErd`1ITE TREATED FILL SCHEDULED CONC. FOOTING s.•1 • ABV ACO'13 AD ADJ AF1= AGGR ALU,`1 ANCH ANOD APPROX ARCH AS ASPH AT BD 131TUA1 BLDG BM BRK CAB CJ CLG CL CLR CLR OPG •U CP COL CONC CONST CONt CONTR CPT CT DfAM DIM DAB. DP WALL SECTION SECTION ROOM NAME WINDOW SYMBOL ELEVATION ABOVE ABOVE ACOl1STlcAL AREA DRAIN ADJACENT /ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE AL LF'iRJI�'1 ANCHOR ANODIZED APPROXIMATE ARCHITECT (URAL) ACOUSTICAL SEALANT ASPHALT ACOUSTICAL TILE BOTTOM OF BOARD BITUMINOUS BUILDING BEAf1 BRICK CABINS T CONTROL JOINT CEILING CENTERLINE CLEAR CLEAR OPENING CONCRETE MASONRY UNIT CEMENT PLASTER COLUMN CONCRETE CONSTRUCTION! CONTINUOUS CONTRACTOR CARPE CERAMIC TILE DIAMETER DIMENSION DOOR O' NING SIZE DAMP PROOFING OFFICE ,� D12 D1L CAWS, DW. EA. EJ. ELECT. ELEV/ EL. EQ, EQUIP. EXP. EXPAN. EXiST. FE FEC. FO. FF. FPO FIN. FL. FLASH. FLR FT. FURR. FA. GALV. GC GL. GJ.IJ.B. GYP. GYP. BD. H/C NB. HC. HD. HDW. HDWD. HGT.MT. SCHEDULED ROOM NLA-1B �' -O' ELEV. -s -- ELEVATION F L PLR. (MATCH EXIST) - ABOVE FINISH FLOOR DOOR DETAIL DRAW1NGCS) DRYWALL EACH EXPANSION JONNT ELECTRICAL ELEVATiO EQUAL EQUIPMENT EXPOSED EXPANSION EXISTiNG FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FLOOR DRAIN FINISHED FLOOR FIRE HOSE CABINET FINISHED FLOCK FLASHING FLOOR FOOT, FEET PURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GYPSUM WALL BOARD GYPSUM GYPSUM BOARD HANDICAPPED HOSE 1311:313 HOLLOW COIF HAND HARDWARE HARDWOOD HEIGHT HOLLOW METAL ENLARGED DETAIL DETAIL DOOR SYM80L EXTERIOR OPENING SYMBOL HoR HP. 14.VA.C. I.D. IN. INSUL. iNT. J.G. „1ST. Jr. KIT. KO. LAM. LP LT LvR . MACH. MAX. MECH. WAR MIN. MiSC. M.O. M12 MTL. MULL. N.I.C. NO. NOM. N.TS. Q C. OD. OPN'G. OPP. PARTN. FF8. PL. PLBG. Nti\SONNY FO N,T.5, HORIZONTAL HiGH POINT HEAtiNG, VENTILAT AND AIR CONDITiONIN'G INSIDE DiAMTER INCH INSULATION INTERIOR JANITOR'S CLOSET JOIST JOINT KITCHEN KNOCK -OUT LAMINATE LOW POiNT LIGHT LOUVER MACHINE MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT METAL MULL NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DiAMTER OPENING OPPOSITE PAW P1 FILLER PLATE PLUMBING DETAIL NUMBER SHEET NUMBER DETAIL NUi1BER SHEET NUMBER DOOR NUMBER SCHEDULED EXTERIOR OPENING NUMBER PLA8. PROD. PLYWD. Pvl1T. PT. p.T. c .T. REF. REiNV. RES. R.O. SAN. SOT. SHTG. SIM/ SPEC. 9 T RD. T.O.C. T 4 G. TEMP. TERR. TJ. TA.W. TYP. UCH W/ WD. ILDW. W/H W/O WSGT. LED CELL PLASTER PLASTIC PROJECT PLYWOOD PAVEMENT POINT PRESSURE TREATED QUARRY TILE RE F E RE NC E/REFRiG E RA TO R RI_ iN'FORCE D /RE iNFORC iNG RESILIENT ROUGH OPENING SANITARY SHEET SI-EATING SIMiLIAR SPECIFiCATiON STAINLESS STEEL STANDARD TOP OF CONCRETE / TOP OF COLLA`i4 TONGUE AND GROOVE TEMPERED / TE1i'oRA.RY TERRAZO TOP OF JOIST TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED WITH WOOD WINDOW WATER HEATER WITHOUT WAINSCOT WATERPROOFING ELEVATION NUMBER ELEVATION / SECTION NUMBER VIEW DIRECTION ELEVATION NUMBER INNTERIOR ELEVATION VIEW DIRECTION REViSION CLOUD 4 1/2' x4 1/2' CUT MASONRY INSPECTION 4 CLEAN OUT HOLE DOWEL TO MATCH VERT. • MASONRY PROVIDE PREFA 'L' JOINT RE INFORCING AT ALL CORNERS N&SON JeAr SCALE 1/2' = 1' -0' PROVIDE PREFAB. 'L' JOINT REINFORCING AT ALL CORNERS MASONRY EAV Nomoknrat NcE EEN7 DIERMOBOICIIMIN EXTEND JOiNT REINF, 6' INTO CONC. COLUMN CONCRETE COLUMN DiElr&IL co 1 v 4 Lam' ft!:fl F J ?3 [ (F ) d rde P' 0 (g) it11-1 P il l 1°) =q 0 P3 a ` o V cg © Ili 5, NSA II, UV Ai II * l NAM AMU 1,Etl1AI /I; 1V ISNI Al IlffiIEi EMI] 111111112M112 NUM UMAAII3 EINNitaltilt6MAIMANKCIESZAINDSAMEIMISAMUISMAUNIMaitlk 2' SLOPE • • o •.. . 4 lit_ --III: • • 111E111' 111E111=111- +i0' -4' ELEV. FN. 2nd FLOOR S' CONC. SLAB CEILiNG W/ "5'3 9 12' 0.C. BOTT. NOOK INTO BEAM 4 "4 TEMP. STEEL o 12' O.C. 1-100K INTO BEAM +0' -0' ELEV. FIN. 16t. FLOOR -0' -9' ELEV. 51N, FLOOR (LOW PT.) /A 1/2' ('sYP. WALLBRD ON 1x2 +- UUUP.T. URRING 16' O.C. d R -42 'AL7=0iL' :NSULAT1ON BETWEEN 4' PTD. WD. BASE -- 2x, LEDGERS -- T:IN1eia FLOOR ON 1/2 PLYWOOD ON 1 FELT CN 3/4' PLYWOOD : )ECK.ING ENG:NEER=D AND APPROVED FLOOR WOOD TRUSSES ' 24' O.C. (SEE STRUCTURAL DRAWING) 1 5 CPEDULED CONC. TIE A B - SEE STRUCTURAL PANS MAW t.Olt ,Ialit IIXt12t 3111 11 ell .NIEI I197E1IIMEI IIffiEI Alt WM, WW1 1 SCALE: 3/4' - 11_0' •'fib . ..,.,`y. -[.. 14 .. SEE 1/5 -3 FOR PARAPET DETAIL GALV, MTL. HURRICANE STRAP 0 EAC1-4 APPROVED 4 T ENO. TRUSS 0 24' O.C. -- (YP.) W7&LEL SECITHON ENGINEERED 4 APPROVED WD. TRUSSES 24' O.C. NOTE: PROVIDE CONT. P.T. FIRESTOP o TOP OF WALL 1/2' GYP. WALLBRD. ON 1x3 FURRING 16' O.C. 5/8' INK STUCCO ON 8' CONC, BLOCK WALL (TYP.) 2ND T'"L0 01�. • E3ALCO Y GARAGE _1 PRECAST, STUCCO FINISHED DECORATIVE ELEMENT ESP Wf -11TE FIN. ALUM. BALCONY RAILING W/ MAIN SUPPORT POSTS AT 48' O.G. AND VERT, PICKETS AT 4' O.C. - RAILING TO DEFLECT A 3.99' OBJECT NON -SLIP TILE ON LATicRETE PLAZA AND DECK INSTALLATiON ! YSTEM - TiLE BET iN LATiCRETE GROUP` d ADDITIVE, ON II-INSET MORTAR W/ ADD1IIVE, ON LATICRETE WATERPROOF MEMBRANE, ON LATICRETE THICK BED MORTAR AND ADDITIVE W/ 16 GA. 2'x2' GALV. W.WM., ON LATICRETE TiLE tD MAT, ON PRIMARY WATERPROOF MEMBRANE, ON SEALED, 8' CJ \C. SLAB. INSTALL SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS. .+9' -8' ELEV. T.O.B. GALV. MTL. FLASHING ON P.T. WD. TRIM SCHEDULED CONC. BM. - SEE STRUCTURAL DRAWINGS SEAL 4 PAINT UNDERSIDE OF CONC. SLAB P.T. 2x6 WD. BUCK O.H. MTL. GARAGE DOOR AND TRACK S FLOOR ON 4' iNK 2,700 P.5.1. CONCRETE SLAB W /6x6 10/10 W.W.M. 48' DBL. PERIM, EDGE ON VAPOR BARRIER 4 WELL COMPACTED TErd`1ITE TREATED FILL SCHEDULED CONC. FOOTING s.•1 • ABV ACO'13 AD ADJ AF1= AGGR ALU,`1 ANCH ANOD APPROX ARCH AS ASPH AT BD 131TUA1 BLDG BM BRK CAB CJ CLG CL CLR CLR OPG •U CP COL CONC CONST CONt CONTR CPT CT DfAM DIM DAB. DP WALL SECTION SECTION ROOM NAME WINDOW SYMBOL ELEVATION ABOVE ABOVE ACOl1STlcAL AREA DRAIN ADJACENT /ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE AL LF'iRJI�'1 ANCHOR ANODIZED APPROXIMATE ARCHITECT (URAL) ACOUSTICAL SEALANT ASPHALT ACOUSTICAL TILE BOTTOM OF BOARD BITUMINOUS BUILDING BEAf1 BRICK CABINS T CONTROL JOINT CEILING CENTERLINE CLEAR CLEAR OPENING CONCRETE MASONRY UNIT CEMENT PLASTER COLUMN CONCRETE CONSTRUCTION! CONTINUOUS CONTRACTOR CARPE CERAMIC TILE DIAMETER DIMENSION DOOR O' NING SIZE DAMP PROOFING OFFICE ,� D12 D1L CAWS, DW. EA. EJ. ELECT. ELEV/ EL. EQ, EQUIP. EXP. EXPAN. EXiST. FE FEC. FO. FF. FPO FIN. FL. FLASH. FLR FT. FURR. FA. GALV. GC GL. GJ.IJ.B. GYP. GYP. BD. H/C NB. HC. HD. HDW. HDWD. HGT.MT. SCHEDULED ROOM NLA-1B �' -O' ELEV. -s -- ELEVATION F L PLR. (MATCH EXIST) - ABOVE FINISH FLOOR DOOR DETAIL DRAW1NGCS) DRYWALL EACH EXPANSION JONNT ELECTRICAL ELEVATiO EQUAL EQUIPMENT EXPOSED EXPANSION EXISTiNG FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FLOOR DRAIN FINISHED FLOOR FIRE HOSE CABINET FINISHED FLOCK FLASHING FLOOR FOOT, FEET PURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GYPSUM WALL BOARD GYPSUM GYPSUM BOARD HANDICAPPED HOSE 1311:313 HOLLOW COIF HAND HARDWARE HARDWOOD HEIGHT HOLLOW METAL ENLARGED DETAIL DETAIL DOOR SYM80L EXTERIOR OPENING SYMBOL HoR HP. 14.VA.C. I.D. IN. INSUL. iNT. J.G. „1ST. Jr. KIT. KO. LAM. LP LT LvR . MACH. MAX. MECH. WAR MIN. MiSC. M.O. M12 MTL. MULL. N.I.C. NO. NOM. N.TS. Q C. OD. OPN'G. OPP. PARTN. FF8. PL. PLBG. Nti\SONNY FO N,T.5, HORIZONTAL HiGH POINT HEAtiNG, VENTILAT AND AIR CONDITiONIN'G INSIDE DiAMTER INCH INSULATION INTERIOR JANITOR'S CLOSET JOIST JOINT KITCHEN KNOCK -OUT LAMINATE LOW POiNT LIGHT LOUVER MACHINE MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT METAL MULL NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DiAMTER OPENING OPPOSITE PAW P1 FILLER PLATE PLUMBING DETAIL NUMBER SHEET NUMBER DETAIL NUi1BER SHEET NUMBER DOOR NUMBER SCHEDULED EXTERIOR OPENING NUMBER PLA8. PROD. PLYWD. Pvl1T. PT. p.T. c .T. REF. REiNV. RES. R.O. SAN. SOT. SHTG. SIM/ SPEC. 9 T RD. T.O.C. T 4 G. TEMP. TERR. TJ. TA.W. TYP. UCH W/ WD. ILDW. W/H W/O WSGT. LED CELL PLASTER PLASTIC PROJECT PLYWOOD PAVEMENT POINT PRESSURE TREATED QUARRY TILE RE F E RE NC E/REFRiG E RA TO R RI_ iN'FORCE D /RE iNFORC iNG RESILIENT ROUGH OPENING SANITARY SHEET SI-EATING SIMiLIAR SPECIFiCATiON STAINLESS STEEL STANDARD TOP OF CONCRETE / TOP OF COLLA`i4 TONGUE AND GROOVE TEMPERED / TE1i'oRA.RY TERRAZO TOP OF JOIST TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED WITH WOOD WINDOW WATER HEATER WITHOUT WAINSCOT WATERPROOFING ELEVATION NUMBER ELEVATION / SECTION NUMBER VIEW DIRECTION ELEVATION NUMBER INNTERIOR ELEVATION VIEW DIRECTION REViSION CLOUD 4 1/2' x4 1/2' CUT MASONRY INSPECTION 4 CLEAN OUT HOLE DOWEL TO MATCH VERT. • MASONRY PROVIDE PREFA 'L' JOINT RE INFORCING AT ALL CORNERS N&SON JeAr SCALE 1/2' = 1' -0' PROVIDE PREFAB. 'L' JOINT REINFORCING AT ALL CORNERS MASONRY EAV Nomoknrat NcE EEN7 DIERMOBOICIIMIN EXTEND JOiNT REINF, 6' INTO CONC. COLUMN CONCRETE COLUMN DiElr&IL FOOVIING SCHEDULE roOT ING DESCRIPTION a<i 24'W x I6'D t 1ONOLiTh fc F:r W/ (3) "5'5 4 *5 O B TRANSV. BARS 41 48' O.0 4 0 4 TRANSF. BAR X 5' LONG 0 12' OC. i '1 O @ 8' X a' THICKENED EDGE W/ (1) *5 CONT. BOTT, �l A■ a I V �f F3 16'x16' MONOLITHIC FOOTING WITH (2) I'S BARS BOTT, Nur F4 36'x36' x16' PAD FOOTING WITH (4) "5 BARS EA. WAY SOTT. F5 16'x16' MONOLITHIC FOOTING WITH (2) °5 BAPS BOIT, F6 24'W x 16'D MONOLITHIC FIG. W/ (3) *5'S B 4 +'S TRANSV. BARS 0 48' Q. 4 0 4 TRANSP. BAR X 5' LONG B 12' OC.. I • •Z FOUNDATION NOTES 1 ALL REINFORCED UNIT MASONRY WORK IS TO BE IN ACCORDANCE WITH ASC -530. SLUMP IS TO SE 8 -1I INCHES FOR ALL UNIT MASONRY. ALL FOOTINGS WERE DESIGNED USiNG RATIONAL ANALYSIS. 2. PROVIDE DBL MESI -1 LAYER AT ALL MONOLITHIC FIG. LOCATIONS. EXTRA MESH LAYER TO EXTEND 30' BEYOND FOOTING LOCATION. 3. FOUNDATION DESIGN BASED UPON MIN. 20,00 PSF SOiL BEARING CAPACITY. 4. EXTERIOR DOORS: DEPRESS SLAB 3/4' 4 EXTEND SLAB 11/2', COLU((i SCHEDULE COLUMN DESCRIPTION O a' x 8' X 8' CONCRETE BLK. FILLED CELL WITH (I) I'5 BAR CONT. FROM BEAM TO FOOTING " 48' O.C. MAX i '1 O 8'x 16' CONC. BLK FILLED CELL W/ (2) +'S BAR CONT. FROM BEAM TO FOOTING. �l A■ a P.T. 4x4 POST IJJ/ INTO CONC. SLAB (2) 16d NAILS INTO POST. ANCHOR 'J' BOLT IN �f • DD111111101111MUDD E11114. R.E lEF VALVE CPYC P. TRAP 6' ABO FIN, PLR AT •W END A3 'ER BC P- 504.1.1. 111.31 =VMS Iwe O HB, 111 NEW 4' MIN. SLAB W /6X6 WI 4X11.11,4 W.WP ON VISQUEEN VAPOR BARRIER ON WELL- COMP CTED, TERMITE- TREATED CLEAN ILL • B PROYiD P4T S RELIEF= LVE 4 L ____ AD O Ii Ht, TO F ALVE 4T E.W. -4. AS PER FBI; P -6073 4 P- 504.5. - I NO' E: P OViDE "�', HEAT T - PS ON HOT I 4 COLD ATER PIPING A ALL WATER HI ATERS A5 Pi-1R? FF3G 15-13-612.1 4 U 4BC22. F 1 um a D111aa 3' SAN. TO 2nd FLOOR 16' -0' 40 ELEV. PIN. 1ST FLR CONC. SLAB SCALE: 114" = 1' -0" 4' 0 0 20' -0' 0 2 -WAY GCO 16' -0' F5 P4 14 NEW 4' MIN. SLAB W/ 6x6 W1,4XW1.4 W.W.F ON VISQUEEN VAPOR BARRIER ON WELL- COMPACTED, TERMITE- TREATED CLEAN FILL 30' -0' L 1' -0' ELi+V, SLOPED SLAB (H1 -PT.) 0' -9' ELEV, SLOPED SLAB (LO -PT,) A A NOTE: SLOPE SHWR FLR. I TO DRAIN PROVIDE WP LINER A ALL NEW SHWR RECESSED SLAB(S), (TIP.) - MAINTAIN 4' SLAB 2' -8' 40' -0' ELEV. FIN. 1ST FLR. CONC. SLAB B • •11 111111•Ii11 II1i 11 ©\1flJ©/ [DURUM IL1E 6' -5' ammo 0 D D e 2, 0 a 3'- 4' -0' 1' -2' J 2' -3' NOTE , PROVIDE GALV, MTL. FLASHING +o ALL RDA-, 2' V.TR . PENETRATIONS. PLUMBING LiNE TO let FLOOR WASHY NJ». 1/2' DRYWALL N.T.S. �Il TUB Ir -- -I -00p -� G.O.1 LAY, SANITARY N.T.S. WOOD CASING FINISH PER. ELEVATION LAV. LA LAV. WO f✓ VERT. BAR ON POURED CELL 11: SHOIIJIN ON FLOOR PLAN. C.O. LAV. C 3' V.T.R. AI L 2 ' 1 .T.R. I � 5HU R ISEI DIAGRAM 1111111, 81/111/1 i•u••I j �1 1 MIA 11111111.� vulg. �� -4 JAMB AT EXTERIOR DOOR 1111111i11t11 11111�11�' r - Iii , i1 • MI ` 1 1 NM WM magnum 11uin . JAMB AT WINDOWS HEAD PLUJNE1K10 E©TES MAXIMUM FLOW RATE t CONS ipr 1-N FBC 604,4 LAVATORY 2.5 g pm 80 pat SHOWER HEAD 2.5 gpm 80 pal WATER Ilo gallons per flusIiRng cycle SINK FAUCET 2.5 gpm a 60 pal WATER HAMMER ARRESTORS SHALL BE REQUiRED FOR ALL QUICK - CLOSING VALVES AS PER FBC P- 604.9. MANUFACTURER: SIOUX CI -11EF MODEL No'S.: WASHER: 6801-1 DISHWASHER: 660TCI REFRIGERATOR: 660TC0 THERMAL EXPANSION CONTROL SI -IALL BE INSTALLED IN ACCORDANCE TO F.B.0 6013 WATER RELIEF VALVE(5) SHALL BE INSTALLED At WM LOCATIONS TO EXIT ON GARAGE FLOOR WATER DISTRIBUTION PIPING SHALL BE INSTALLED A5 PER FBC P -TABLE 603.1 i 604.5, HORIZONTAL DRAIN PIPING 31 BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. MINIMUM SLOPE SHALL BE AS FOLLOWS: 512,E MiN. SLOPE (NClf PER FOO 2 1/2' OR LESS 1/4' 3' TO 6' 1/8' 8' OR LARGER 1/16' 3' TUB LAY, 2 -WAY GCO 2' V.T.R. J IL LAV.i 2 v. . C.O THRE ',SHOL.D SILL ' ✓ VERT. BAR ON POURED CELL IF SHOWN ON FLOOR PLAN. U10013 STOOL U1IN1)0(1) 'PER MANAP. CONC. SFLL P.T. 2x6 WOOD JAMB W/ x 8' ANCHOR BOLTS AT 48' O.C. PLUS TOP AND BOTTOM COURSES N.T.S. FINISH PER ELEVATION TRACK 1111111,2 ;;1111111 111111 Mi°.0 ILL ='' .. 1111111h!1111111 GARAGE DOOR I' -2' TRIM 0 1 VERT. BAR ON POURED CELL, JAMB AT GARAGE AGE DOOR 4 TYPICAL FRAME TO BLOCK ROLL -OW MTL. DOOR ATTACHMENT FOR 2x4 P,T, BUCK USE 14' x 3 F.H. TAPCQNS - 6' FROM CORNER AND 12' O.C. FOR l'x4' P.T. BUCK USE 1 /4' x 2 FH TAPCONS - 6' FROM CORNER AND 12' O.C. V ' ATTACHMENT FOR 2'x4' P,T. BUCK USE 1 /4' x 3 FP TAPCOH•■HS - ro' FROM CORNER AND 12' O.C. FOR 1'x4' P•T. BUCK USE 1 /4' x 21/4' F1 TAPCON5 - h' FROM CORNER AND 12' O.G, BUILDERMUIST PROVIDE WATERPROOF SEALANT ACCORDING TO WINDOW MANUFACTURER SPECIFICATIONS 111101111111 .= 1111.1. CONC. SLAB ON GRADE (1) +5 CONT. % PLAN 111 111- i1MI11I- �- .IIifif.1 1 6 MIL. VAPOR P3ARRIER TYPICAL STEP IN SLAB FiN. FLOOR ON 4' CONC. SLAB W/ 6X6 WI,4 X WI.4 W.W.F. ON (6MIL, MIN.) VISQUEEN BARRIER ON WELL- COMPACTED TERMITE - TREATED FILL (1) ' IN 3,000 P3I CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM To ENSURE PROPER FiLL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINFORCING BAR 12' AT TOP t BOTTOM, FILLED CELLS AT ALL CORNERS, OPENINGS AND AT 48' O,C. OR AS SHOWN ON FOUNDATION PLAN. PROVIDE 1 WATER STOP tJ ALL PERIMETER WALLS (TYP.) +5 STARTER BAR, ALL SPLICES SHALL BE A MINI. 43 BAR DIAMETERS .0- O' ELEV. �J ToP CF aLAD SCHEDULED CONC. FOOTING- SEE STRUCTURAL DRUGS. VAPOR BARRIER EXTERIOR MONOLIThHIC FTc . ±r F1N, FLOOR ON 4' CONC. SLAB W/ 6X6 W14 X W1.4 W,WP. ON (6MIL, MIN) VISQUEEN BARRIER ON WELL - COMPACTED TERMITE- TREATED FILL (i) "5 IN 3,000 P31 CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OP SPAN. 1-100K REINFORCING BAR 12' AT TOP BOTTOM, FILLED CELLS AT ALL CORNERS, OPENINGS AND AT 48' O.C, CR AS SHOWN ON FOUNDATION PLAN. "5 STARTER OAR, ALL SPLICES 31-4ALL BE A MiN, 43 BAR DIAMETERS .0 -0' ELEV, TOP of SLAB CONC. CURB W/ (I) 0 5 RE -BAR CONT. 3C1-4EDULED CONC. FOOTING- SEE STRUCTURAL DRWGS. VAPOR BARRIER EXTERIOR MONOLITHIC PTO- AT GARAGE ENGINEERED MASONRY DESIGN: ENGINEERED MASONRY SHALL CONFORM TO THE REQUIREM OF CHAPTER 1 THROUGH 3 OF AC1530/ ASCE 5/TM6402 OR BIA BUILDING CODE REQUIREMENTS FOR ENGINEERED BRiCK MASONRY. A SPECIAL INSPECTOR WiLL BE REQUIRED TO INSPECT T1-4E MASONRY REINFORCEMENT- CONTACT SOLUTIONS ENGINEERING GROUP 0 (954) 465 -0346 To COORDINATE. DEVON CRITERIA THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE, 2002 EDITION, MO ACE 1 - ALL -ERE APPLICABLE), FOR 149 MILES PER HOUR OR LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO VVNO LOAD ONLY. BASIC WINO SPEED • 14. MPl4 WiND IMPORTANCE FACTOR • 10 WiND EXPOSURE CATEGORY • C INTERNAL PRESSURE COEFFICIENT • +/ - 0,18 R1LLY ErTICLOSED WiND PRESSURES FOR COMPONENTS AND CLADDING FOR WALL ELEMENTS SHALL BE 91-IOUN ON FLOOR PLAN AND 012 ELEVATIONS, qtp-,L LEOEND NEW 8' MASONRY BLOCK WALL W/ 0) 1 5 VERT. RE -BAR FROM FOOTING TO BEAM AT SPECIFIED INTERVALS - SEE PLAN FOR SPACING NEW 1 HR FR FRAMED INSULATED BEARING WALL •2X4 OR 2X6 ~-77-- WO. STUDS a 16' 0.6 W/ 5/8' TYPE 'X' DRYWALL FINISH • BOTH SIDES t R -1I MIN. F1'ERGLAS3 BATt INSULATION, AS PER GA, ASSEMBLY 'lLp 3510 NEW 1 WR FIRE RATED FRAMED i3EARiN3 WALL - 2X4, 2X6, OR 2X8 WD. STUDS m 16' O.0 (SEE PLANS FOR TYPE) W/ 5/8' TYPE 'X' DRYWALL FINISH ON BOTH SIDES As PER GA ASSEMBLY 4L'P3519 1 1= 1 =1 I I_ Q' BE. (VARIES CONCRETE: CONCRETE TO REACH DESIRED STRENGTH, AS NOTED ON PLANS AND SCHEDULES IN 28 DAYS !MINIMUM CONCRETE STRENGTH SHALL BE f'c 3000 p61 IN 28 DAYS.) AND HAVE A MINIMUM OF 511 LESS, OF CEMENT PER CUBIC YARD. ALL CONCRETE SHALL BE 'READY MIXED' AND IN ACCORDANCE WITH AStM SPEC C - A CERTIFICATE OF MANUFACTURERS MiX AND STRENGTH IS TO BE PROVIDED, NO WATER TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM Mix TIME AT POINT OF DEPOSIT 19 90 MINUTES. SLUMP AND CYLINDER TESTS SHALL BE MADE BY AN INDEPENDENT LABORATORY MINIMUM OF ONE PER 25 YARDS, W/ 511 L. OF CEMENT PER CUBIC YARD OF CONCRETE. CONCRETE SLUMP S HALL BE 5' t1', REINPOt CING: REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL ASTM A -615 GRADE 60. ALL SLIPCES TO BE IN ACCORDANCE WITH AGI 318 - FOR 'STRENGTH DESIGN'. FABRICATION AND PLACING OF STEEL SHALL SE IN ACCORDANCE WITH 1995 ACI CODE STANDARDS AND PRACTICE PROCEDURES, SLAB ON FILL: OVER CLi!1N NON ORGANIC FILL. ALL SLABS TO BE REINFORCED WITH 6'(6' W1.4xW1.4 WELDED WIRE FABRIC PLACED AT MID DEPTH OF SLAB , UNLESS NOTED OTHERWISE. MINIMUM SLAB THICKNESS EQUALS 4' UNLESS NOTED OTHERWISE. TIMBER: I. ALL STRUCTURAL TIMBER t0 BE DOUGLAS FIR OR SYP 0 2 (MINIMUM) STRESS GRADE LUMBER OR APPROVED EQUAL. A) THE MINIMUM ALLOWABLE PROPERTIES ARE 43 FOLLOWS: Flo. 1,150 PSI Fv• 90 PS1 1u 1,600,000 PSI 5) TO BE DESIGNED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONS- u ucrrON'S `CONSTRUCT (ON MANUAL'. 6) TO SE PRESSURE TREATED FOR EXTERIOR USE OR WHEN IN CONTACT WITH CON - CRE1E OR MASONRY. 2. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CQN- NECTOR3, TOE NAiLING WILL NOT SE PERMITTED. SUBMIT MANI ACTURER'S DATA FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY HECKMANN, SIMPSON OR APPROVED EQUAL, CODES 4 STANDARDS: 1. WIND LOADS WERE CALCULATED IN ACCORDAACE WITH ASCE 1 -98. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 3, ESUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE, ACI 318/LATEST EDITION, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES AGE 315 /LATEST EDITION. SPECIFICATION FOR THE DESIGN, FAESRfCATiON A ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. RISC ASO/LATEST EDITION. E3UILDiNG CODE REQUIREMENTS AND 6PECIF(CATIONS FOR MASONRY STRUCTURES, 4C1 530/LATEST EDITION. ROOT ING DESIGN: 1_ ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF WAS USED FOR 0E516N OF FOOTINGS. VERIFICATION. SHALL BE PROVIDED BY GEOTECI -WICAL ENGINEER PRIOR TO CONSTRUCTION. 2. SET TOP OF ALL FooTINGS AT -1' -4' (UN.o,) 3. FOOTING SHALL BE EXCAvAtED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER, AND CONCRETE $HALL BE PLACED ON AN UNDISTURBED BASE. (SEE SITE PREPARATION NOTE) REINFORC D MASONRY: I. HOLLOW MASONRY UNITS SHALL CON`PORM TO 4611 C -90, TYPE, If GRADE N, SQUARE END, WITH A MINIM11 -f AVERAGE CONCRETE STRENGTH ON OF Pn r 1500 psi. 2. h A N MHQRT4R - U 1 Or 8 S' SL HA L UL CON -01gP1 TO ASTT C -416, TYPE 'M' WITH A 28 -DAY STRENGTH OF 2,500 p,s,6 B) FILLED CELL GROU SHALL HAVE A MINIMUM STRENGTH OF 3000 psl. W/ NIGH WIC RATIO AND A `1P, 3, RE1W- o.W-ED M ASONRY WALLS ARE DESIGNED PER ACI 530 92 /4Ci 530 - 4, SPECIAL INSPECTION 15 REQUIRED FOR THE REINFORCED MASONRY WALL. 5. LAY ALL MAS0 RY WitH FULL FACE NERD JOINTS AND WITH FACE SWELL MORTAR BEDDING. 6, MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED M ACCORDANCE W/ STRUCTURAL DRAWINGS AND DETAILS. 1. THE US>: OF ADUREPERMITTED TTED WITHOUT THE PRIOR APPROVAL OF ENGINEER VEstICAl_;, toRC (,d) A.3n1 615 - 60 PER R SECTION, SHALL NOT BE PE (B) FoUNDAt1GN DOWEL DOES Not LINE UP WITH A VERTICAL CORE IT 514. LL NOT BE SLOPED MORE THAN ONE HORIZONTAL N SIX VERTICAL FOR TI4oJc -1 IT I5 N AN ADJACE'Nt CELL TO 1NE VERTICAL W44 r INORCENCs, (C) VE.RtlCA1- REttJFORcNG tEL SHALL HAVE A MINIMUM CLEARANCE OF ONE - QUA'`tTE:2 INCH FROM THE MASONRY. (0) VER1 iCAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS N WALL, AT WALL INTERSECTIONS, COMERS AND ENDS, THIS REIN'FORCiNG SHALL BE THE 341-1E SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN I 'S - UNLESS NOTED OTHERWISE. SPECIAL. CAi SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LiNE , HORIZONTAL UP PRPERLY REINFORCING: NO. 8 LADDER TYPE AT 18' O.C, VERTICALLY. MiN, LAP of 6', i0. PROVIDE 'DOVE TAIL' ANCHORS AT ib'o.c, VERTICAL FOR ALL MASONRY PLACED ADJACENT TO COLUI4SS OR EXtEND HoRIzoNTAL R EIWORCiNG 4' INTO COLUt - N, 1t. HOOK ALL VERTICAL REINFORCING INTO BEAM ABOVE WHERE REBAR TERMINATES. 12. PROViEE CO ,RNER BARS AT ALL CONCRETE/80ND BEAM INTERSECt1ON9, BARS SHALL BE SANE NOTE: ALL PERIMETER MONOLITHIC FOOTINGS ARE TO HAVE 3' MIN. SOIL COVERAGE, 4 FIN. GRADE 15 TO REMAIN BELOW THE TOP OF THE FINISHED FLOOR SLAB. STRUCTURAL EGIM N% SOLU11CNS ENGINEERING, INC. 3081 E. COMMERCIAL BLVD., 2ND FLOOR FT. LAUDERDALE, FLORIDA 33308 PH. (954) 465 -0346 FAX (954) 491 -6162 rae W [113 llM rciq rg 0 c=1 A An �n nnVnn��� Q ' 0 c g R U ,�n o �V 0 C� REVISIONS r•0Ev Wv. Ls 3 a -6 -04 • L 9 - - Q4 DRAWN BY: RAM, DRD 6.11 -04 "04101 OF 3 g 0 D eTS ijE JJ�� c1© ©��� �Y�l�irl'i'Y i ■ 1 �U TRUSS SYSTEM TO SUPERSTRUCTURE CONNECT10N8, ANCHORAGE d LATERAL LOADS NAYE BEEN ADDRESSED ACCORDING TO DETAILS PROVIDED 4 5 PE R F.B.C. TRUSS MANUFACTURER SHALL SUBMIT TI-R (3) COPII^°v OF SHOP DRAWiNGB AND ENGINEERING CALCULATIONS SIGNED t SEALED BY A FLORIDA REGISTERED ENGINEER OF THEIR TRU59 DESIGN FOR REVIEW, PLUS ONE ADDITIONAL COPY FOR THE ARCHITECT'S REVIEW PRIOR TO PABRICATION. SHOP DRAWINGS ARE t0 SNOW WIND UPLIFTS a ALL BEARING PT. PROVIDE HURRICANE STRAPS AS 51 -IOUN. ALL 1RU55E5 SHALL COMPLY WITH FBC 2319.112.1.1, t TRUSS UPLIFTS WERE DESIGNED IN CONFORMANCE W/ ASCE 1 -98. SNEATI- IIN NOTE: FASTEN PLYWOOD SHEATHING TO ROOF STRUCTURE W/ IOd NAILS a 6' O.C. MAX. IN THE FIELD OVER ALL SUPPORTS AND a 4' O.C. AT PANEL EDGES OVER ALL SUPPORTS (STAGGER ALL JOINTS). NAIL SNEAT•INCs TO 2x4 SUBFASCIA 4' O.C. AROUND ENTIRE PERIMETER. PROVIDE CONTINUOUS 2X4 BLOCKING At ALL RIDGES. Sl�ACING NOTE: PROVIDE HORIZONTAL Ix4 'RAT RUNS' RUNNING (6' -0' O.C. MAX. SPACING) PERPENDICULAR TO TRU58E8 a TRUSS DIAGONALS E XCEEDING 6' -0' IN LENGTH, NAILED TO EACH TI�U5S W/ 2 -i2d NAILS. TER`1IN4TE BRAGES INTO SOLID BLOCKING OR NAILER S FIFa`1LY SECURED TO STRUCTURE a DISCONTINUOUS ENDS FURRING STR1PB SECURED TO EA. TRUSS ' 16 O.G. 4 FIRMLY SECURED TO NAILERS SECURED TO STRUCTURE a DISCONTINUOUS ENDS SATISFIES THE REQUIREMENTS FOR BOTTOM CHORD BRIDGING d PLYWOOD SHEATHING SAtISFIES THE TOP CHORD BRIDGING REQUIREMENTS. O i (. STRAP NO. REMAk^KS 1 USP T416R EMBEDDED STRAP W/ (9) 10d NAILS TO TRU55. UPLIFT CAPACITY = 1,345" MAX. O 0 0 0 REQ'D. GHOR 2 ® S/E =BOTH ENDS UNO UNLESS NOTED OTIIERWIS)= G GRAVITY LOAD •YP. = TYPICAL 0 U5P TAPL TRUSS ANCHORS W/ (13) IOd NAILS TO TRUSS t (6) 10d x I I/2 NAILS TO SEAT. STRAP CAPACITY ' (1) USP TAPL16 TRU58 ANCHOR UJ/ (13) 10d NAILS TO TRUSS d (6) lmd x 1 I/2' NAILS TO SEAT 4 (I) Up TATS W/ (9) lOd NAILS t0 TRU55. COMBINED STRAP CAPACITY 2,300" 0 n M cv el el cv GREATER TI.44 f' . 1 2' fro' 24' N (V (V (V N t�1 C(l cv tf ((1 N in 'I' el �LU.nnJnn c� u . 0 0: �. a� RLi r 2 1 1 2 O 2 2 0)-1 = 33' �— PaOG�T 01 3 1.0D P5F 2Q 53.00 P5P Q3 REVISIONS 3 8- 6- 04' -pvO ram- 43 - - e'�csPSurY DRAWN E3Y: ' ' RAM, DD = 7 PYFc I J � f _ f ' "04101 3 ijE JJ�� c1© ©��� cco TRUSS SYSTEM TO SUPERSTRUCTURE CONNECT10N8, ANCHORAGE d LATERAL LOADS NAYE BEEN ADDRESSED ACCORDING TO DETAILS PROVIDED 4 5 PE R F.B.C. TRUSS MANUFACTURER SHALL SUBMIT TI-R (3) COPII^°v OF SHOP DRAWiNGB AND ENGINEERING CALCULATIONS SIGNED t SEALED BY A FLORIDA REGISTERED ENGINEER OF THEIR TRU59 DESIGN FOR REVIEW, PLUS ONE ADDITIONAL COPY FOR THE ARCHITECT'S REVIEW PRIOR TO PABRICATION. SHOP DRAWINGS ARE t0 SNOW WIND UPLIFTS a ALL BEARING PT. PROVIDE HURRICANE STRAPS AS 51 -IOUN. ALL 1RU55E5 SHALL COMPLY WITH FBC 2319.112.1.1, t TRUSS UPLIFTS WERE DESIGNED IN CONFORMANCE W/ ASCE 1 -98. SNEATI- IIN NOTE: FASTEN PLYWOOD SHEATHING TO ROOF STRUCTURE W/ IOd NAILS a 6' O.C. MAX. IN THE FIELD OVER ALL SUPPORTS AND a 4' O.C. AT PANEL EDGES OVER ALL SUPPORTS (STAGGER ALL JOINTS). NAIL SNEAT•INCs TO 2x4 SUBFASCIA 4' O.C. AROUND ENTIRE PERIMETER. PROVIDE CONTINUOUS 2X4 BLOCKING At ALL RIDGES. Sl�ACING NOTE: PROVIDE HORIZONTAL Ix4 'RAT RUNS' RUNNING (6' -0' O.C. MAX. SPACING) PERPENDICULAR TO TRU58E8 a TRUSS DIAGONALS E XCEEDING 6' -0' IN LENGTH, NAILED TO EACH TI�U5S W/ 2 -i2d NAILS. TER`1IN4TE BRAGES INTO SOLID BLOCKING OR NAILER S FIFa`1LY SECURED TO STRUCTURE a DISCONTINUOUS ENDS FURRING STR1PB SECURED TO EA. TRUSS ' 16 O.G. 4 FIRMLY SECURED TO NAILERS SECURED TO STRUCTURE a DISCONTINUOUS ENDS SATISFIES THE REQUIREMENTS FOR BOTTOM CHORD BRIDGING d PLYWOOD SHEATHING SAtISFIES THE TOP CHORD BRIDGING REQUIREMENTS. ijE RB -I c1© 4 8 ' -2' (UN.O.) • I i8 O i 2 STRAP NO. REMAk^KS 1 USP T416R EMBEDDED STRAP W/ (9) 10d NAILS TO TRU55. UPLIFT CAPACITY = 1,345" MAX. O 0 0 0 REQ'D. GHOR 2 ® S/E =BOTH ENDS UNO UNLESS NOTED OTIIERWIS)= G GRAVITY LOAD •YP. = TYPICAL 0 U5P TAPL TRUSS ANCHORS W/ (13) IOd NAILS TO TRUSS t (6) 10d x I I/2 NAILS TO SEAT. STRAP CAPACITY ' (1) USP TAPL16 TRU58 ANCHOR UJ/ (13) 10d NAILS TO TRUSS d (6) lmd x 1 I/2' NAILS TO SEAT 4 (I) Up TATS W/ (9) lOd NAILS t0 TRU55. COMBINED STRAP CAPACITY 2,300" 0 n M cv el el cv GREATER TI.44 f' . 1 2' fro' 24' N (V (V (V N t�1 C(l cv tf ((1 N in 'I' el 1(l d el 2 1 1 2 O 2 2 0)-1 = 33' �— PaOG�T 01 3 1.0D P5F 2Q 53.00 P5P Q3 53.00 PSF � RB -I c1© 4 8 ' -2' (UN.O.) • TOP OF BM. i8 NLG1ER OF HEADER STUDS ppRrmG END OF I -EADER i 2 STRAP NO. REMAk^KS 1 USP T416R EMBEDDED STRAP W/ (9) 10d NAILS TO TRU55. UPLIFT CAPACITY = 1,345" MAX. ACTUAL 1 UPLIFT, REQ'D. GHOR 2 U8P TA16R EMBEDDED STRAP $ (1) UP tA16 W/ C9) 10d NAILS TO TI U58. UPLIFT CAPACITY = 2 690" MAX. S/E =BOTH ENDS UNO UNLESS NOTED OTIIERWIS)= G GRAVITY LOAD •YP. = TYPICAL 3 U5P TAPL TRUSS ANCHORS W/ (13) IOd NAILS TO TRUSS t (6) 10d x I I/2 NAILS TO SEAT. STRAP CAPACITY ' (1) USP TAPL16 TRU58 ANCHOR UJ/ (13) 10d NAILS TO TRUSS d (6) lmd x 1 I/2' NAILS TO SEAT 4 (I) Up TATS W/ (9) lOd NAILS t0 TRU55. COMBINED STRAP CAPACITY 2,300" BM. RB -I EL. 4 8 ' -2' (UN.O.) • TOP OF BM. M. LTL - I EL. +8' - 2' (UN.O.) • TOP OF LINTEL M. TB -I EL. 4 8 ' -2' (UN.O.) • TOP OF BM. BM. TB -2 EL. •8' -2' (UN.O.) • TOP OF M. M. TB -E' EL. +l0' -4' (UN.O.) • TOP OP BM. BM. TB -Fi EL. 410' -4' (UN,O) • TOP OF BM. M. TB -4 EL. 410' -4' IUN.OJ • TOP OP BM. M. TS-3 EL. 49' -5' (UN.O.) • TOP OK BM. UPLIFT CONNECTION REQUIREMENT AT POINTS 'A'(TOP AND BOTTOM CF HEADER 51iJr. . UPLIFT CONNECTION I5 REQUIRED AT E D EC EN OF I LEADER OTTOM OF HEADER 5TUD9 IN ADDITION t0 CG*'NECTOR5 AT WALL STUDv MAxti tUM 1 RE' ' 3P4N(fiEET) 3 0 • i2 15 i8 NLG1ER OF HEADER STUDS ppRrmG END OF I -EADER i 2 a z 2 2 U4SuFPOI2rED WALL HEIGHT STUD $PACING & MBER OF FULL LENGTH s11 AT EAGH ETiD OF HEADER 10' OR LE58 f2' 16' 24' N (V N N (V el cv el M (V n M cv el el cv GREATER TI.44 f' . 1 2' fro' 24' N (V (V (V N t�1 C(l cv tf ((1 N in 'I' el 1(l d el RAM DESIGN, INC.. HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. IDEAS AND DESIGNS. THESE IDEAS, DESIGNS, AND PLANS • ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING . EXPRESS WRITTEN PERMISSION FROM THIS OFFICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL . VERIFY ALL DIMENSIONS AT JOB SITE AND NOTIFY TMic OFFICE OF ANY DISCREPANCY IN THE DRAWINGS CR SPECIFICATIONS AND OBTAIN OUR APPROVAL IN WRITING bEFORE PROCEEDING WITH WORK. . 0a;'OOos MR122 31M1103.1POO 7T A) MITOCI STRAP NO, 0 I F t — ooll@s©IRDZIRePlamn 8111W essoozvz ' ZW J wee -sf7L Qf7263 4age W II 1OO 1J 6ESBNHTM 6 8303 3.10flS '°a moe 7A °H D.0004 °O IU 6 HBOSE® �� J USP TA16R EMBEDDED STRAP W/ (9) loci NAILS TO TRUSS, UPLIT CAPACITY = I,345* MAX;. ACTUA UPLI T REQOR 2 0 ! 1 .ii I ® ..) ri:w13 rui r-n) g 010 r E o. nn [IL o ,,___, C1 ° 113 . a� 0 N sin cg 0 0 . QA x 0 0 0 i O 0 0 O 0 n0 I Jc o F O / \ ON = 33' REVISIONS ,. -co,... 2nd FLR A\ 8- 6 -04'" 1)114. Rg wo. ea 3. A9 -9 -04 53.00 PSP 0 83.00 PSF DRAWN E3Y: RAM, ORD 'fr 6.11 -04 j,. °3 "04101 OF 3 miND ZONES TB -a STRAP NO, /.3 s USP TA16R EMBEDDED STRAP W/ (9) loci NAILS TO TRUSS, UPLIT CAPACITY = I,345* MAX;. ACTUA UPLI T REQOR 2 0 B/E = E3OTH ENDS UNO = UNLESS NOTED OTHERWISE G = GRAVITY LOAD TYP. = TYPICAL 0 USP TAPL16 TRUSS ANCPORS UJ/ (13) 10d iN1AILS TO TRUSS 4 (6) 10d x I I/2' NAILS TO SEAT, SfTRAP CAPACITY 1350" 4 ® © 1 (2) , � 0 2 ©6 0 0 . QA x 0 0 0 i O 0 0 O 0 n0 o F O / \ ON = 33' 'MHO MP JE T PRESSURES S 0 3100 PSF 0 53.00 PSP 0 83.00 PSF &NCHOA lEOEND TB -a STRAP NO, REMARKS 1 USP TA16R EMBEDDED STRAP W/ (9) loci NAILS TO TRUSS, UPLIT CAPACITY = I,345* MAX;. ACTUA UPLI T REQOR 2 USP TAI6R EMBEDDED STRAP 4 (1) USP T'416 W/ (9) Imd NAILS TO TRUSS. UPLIFT CAPACITY = 2,690" MAX. B/E = E3OTH ENDS UNO = UNLESS NOTED OTHERWISE G = GRAVITY LOAD TYP. = TYPICAL 3 USP TAPL16 TRUSS ANCPORS UJ/ (13) 10d iN1AILS TO TRUSS 4 (6) 10d x I I/2' NAILS TO SEAT, SfTRAP CAPACITY 1350" 4 0) USP TAPL16 TRUSS ANCHOR UJ/ (13) 10t1 NAILS TO TRUSS 4 (6) 10d x 1 I /2' NAIL T1 TO 6EA 4 (I) USP TA16 W/ (9) tad NAILS TO TRUSS. C01MBINED STRAP CAPACITY = 2,300$ BM, TB -a EL. +I8' -4' (UN.O.) TOP OF M. BM. TB -1 L. +18' -4' (UN.O.) TOP OF BM. BM. RB -2 EL. VARIES TOP CF E3M. 11011111t111111411111111.111111 ci u ro to UMMJ Ill WIIIWIil6S1 LUI 1,550" 1 II rn E3E I I 1 _ I�1 I 1 �-� y BM. EL. TB -8 / A • E t \I/ /I\ o l Ix 2x4 CROSS BRACI TYP. WHtRE INIDI 1 -0� i I O.H ' (TYP.) BM. EL. NEEREp 4 •PPP INEERED G, ED — 4 APPRO _ �__ E 4 A 4 • e2 0r I 1 I/ I 1 z -1 r I I .A � --- 1 4 k --- 4 1- BRACING AS x f j INDICATED AND At iu % MAX. SPACING OF TB -8 L OVED SM. EL. TB -1 +48'-4 BM. EL. RS -2 VARIES SCALE: 1/4° = N X / N TB -1 +18' -4' G.T. / 1 1I / 171 I / 1 . TRUSkES RAKED CONC. TIE BEAM 7 PROVIDE GALV. MTL, FLASHING 4 COUNTERFLASHING AT SLOPED ROOF/ PARAPET WALL INTERSTECTION ALONG FULL LENGTH SECOND FLOOR ac�r�oNc� PUN ROOF BE LOUD -_ Ii i I BUCK OUT AS BM. EL. TB -8 r m 1 t : j to e REQUIRED t oR ATT je ACCESS P EL c, r r T1 1,850" SM. EL. 1 - i0 4 ro 4 "fa -a +LW- !11 B.E. m J BM. EL. B.E. TB -8 +18 n x 12' CONC. BM W (2) 4 5 T, (2) 4 5 B. BEaIN SCHEDULE 8' x 12' CONC. BM W/ (2) 0 5 T, (2) 4 5 13. W/ *3 STIRRUPS o 4' D.G. ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8' INTO SUPPORT, ALL TOP REINFORCEMENTS SHALL BE CONTINUOUS W/ 30' LAPS 0 ALL CORNERS. DENOTES WINDOW OR DOOR OPENINGS BELOW. 8' x 12' CONC. BM W/ (2) '5 T, (2) 1 5 B. W/ +'3 STIRRUPS o 10' 0..C, 1/2' PTO. DRYWALL CLG. �'TOC of t CALE: 3/4' 1' -0u TYPICAL X—SRACING SCALE :; N.T.S. PROVIDE 1/8' SPACING AT PANEL EDGES 4' x 8' CDX PLYWOOD SHEATP(NG MIN. 19/32' T1-ICK MAX. SPAN 24' PROVIDE 2x4 BLOCKING e ALL PLYWOOD SEAMS, 46' BACK OP GABLE END. NAIL SEAM w/ I0d NAILS . 4'o.c. EA. SIDE OP SEAM I/16' SPACE AT PANEL ENDS SCALE: N.T.S. PREFABRICATED WOOD TRUSSES 24' ON CENTER - SEE ROOF PLAN 10d NAILS AT 6' o.C. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4' o.c. o GABLE ENDS FIRST 48' E3ACK 4 FASCIA TRUSS SYSTEM TO SUPERSTRUCTURE CONNECTIONS, ANCHORAGE 4 LATERAL LOADS HAVE BEEN ADDRESSED ACCORDING TO DETAILS PROVIDED AS PER F.B.C. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES CP SWOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED 4 SEALED BY A FLORIDA REGISTERED ENGINEER OF THEIR TRUSS DESIGN FOR REVIEW, PLUS ONE ADDITIONAL COPY FOR TWE ARCHITECT'S REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS ARE TO 51-1OW WIND UPLIFTS 'd ALL BEARING PTS. PROVIDE NUP,RfCANE STRAPS AS SHOWN. ALL TRUSSES SHALL COMPLY WITH FBC 2319.112.11, 4 TRUSS UPLIFTS WERE DESIGNED N CONFORMANCE W/ ASCE 1 -98. SHEATHING NOT: FASTEN PLYWOOD SWEATNING TO ROOF STRUCTURE W/ IOd NAILS 0 6' O.C. MAX. IN THE FIELD OVER ALL SUPPORTS AND ' 4' O.C. AT PANEL EDGES OVER ALL SUPPORTS (STAGGER ALL JOINTS). NAIL 51- 1EATNING TO 2x4 SUBFASCIA 0 4' O.C. AROUND ENTIRE PERIMETER. PROVIDE CONTINUOUS 2X4 BLOCKING AT ALL RIDGE=S. 'BRACING NOTE: PROVIDE HORIZONTAL 1x4 'RAT RUNS' RUNNING (6' -0' O.C. MAX. SPACING) PERPENDICULAR TO TRUSSES 0 TRUSS DIAGONALS EXCEEDING 6' -0' IN LENGTH, 4 NAILED TO EACH TRUSS W/ 2 -12d NAILS. TERMINATE BRACES INTO SOLID BLOCKING OR NAILERS FIRMLY SECURED TO STRUCTURE a DISCONTINUOUS ENDS FURRING STRIPS SECURED TO EA. TRUSS 0 16' O.C. 4 FIRMLY SECURED TO NAILERS SECURED TO STRUCTURE o DISCONTINUOUS ENDS SATISFIES THE REQUIREMENTS FOR BOTTOM CHORD BRIDGING 4 PLYWOOD SHEATHING SATISFIES THE TOP CHORD BRIDGING REQUIREMENTS. ROOFING MATERIAL - SEE ELEVATIONS 4 WALL SECTIONS 2x4 WU. CRO89 BRAC NG, TYP. (2) 16d NAILS, TYP. PROVIDE GALv. MTL, FLASPING 4 COUNTERFLASPING PTO. /£3 THICK, SLOPED STUCCO 1 ELI=v. (VARIES) 7 T .08. SCHEDULED RAKED CONC. BM. - SEE BEAM SCHEDULE FOR MORE DETAILS != 4 A UD. TRUSSES o 24' O.G. BLOCK INFILL PROVIDE USP MP34 CLIP. ANGLES TOP 4 BOTT. W/ (4) 8d NAILS TYP. EA FACE Ix4 LATERAL BRACING a 6 O.C. SCHEDULED BEAM PTD. 5/8' MIN. STUCCO F{NISW 2'x4' $ SOUTHERN YELLOW PINE; CROSS BRACING MEMBERS FASTENED TO TRUSSES 11.1/2 -16d NAILS EACH END (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) JE-M33 HoirEs I'x4' CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6' -0' SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) r ,+111lln Answer WOOD TRUSSES: I. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND ERECTION DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL, TRUSS FABRICATOR TO PROVIDE PREFABRICATED PANDERS AS REQUIRED, 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH TWE 'tRU55 PLATE INSTITUTE' HANDLING, INSTALLING 4 BRACING OF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, PIS (LATEST EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS: A) THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B) LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2' THICK NOMINAL LUMBER), THIS BRACING 15 TO BE CONTINUOUS. C) A MINIMUM OF TWO ROWS OF DIAGONAL BRACING 15 REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSET TO BEARING LOCATIONS. 3, THE BOTTOM CPORDS SHALL BE BRACED I;3Y CONTINUOUS LATERAL BRACING (MN. 2'x4') SPACE=D AT 6 FEET MAXIMUM NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 TO TPE LATERAL BRACES SHALL BE LOCATED AT EACH ENO, IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FEET INTERVALS. 4. TOP CHORD BRACING: IF PLYWOOD DECKING 15 APPLIED DIRECTLY TO TOP CPORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION. BRACING 15 NOT REQUIRED. DESIGN, FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A) DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD ROO1= TRUSSES (TPI LATEST EDITION). B) BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT LATEST EDITION). C) HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDA- TIONS (HET LATEST EDITION). SHOP DRAWINGS: I. SUBMIT MIN (4) COPIES OF EACH REQUIRED SUBMITTAL, (1) COPY OF WPFCP WILL BE KEPT IN TI-115 OFFICE. 2. ALLOW 5 WORKING DAYS FCR REvIEW TIME, GENERAL BEAM SCHEDULE NOTES: I. SCHEDULED POOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM UNLESS OTPERWISE NOTED. 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BARS PROM ADJACENT BEAMS. 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB 81-1ALL BE POURED PRIOR TO PLACING BLOCK BELOW. 4. ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. D. DROP BOTTOM OF TIE BEAM A5 REQUIRED AT WINDOW AND DOOR NERDS (28' MAXIMUM) AND ADD 2 ¶' BOTTOM IF DROP EXCEEDS 8', 6. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8' MAXIMUM) TO FIT BLOCK WORK. 1. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6' MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. a PROVIDE CORNER BARS AT ALL CONCRETE TIE BEAM 4 GRADE BEAM INTERSECTIONS. BARS SHALL- BE 6AME SIZE AND QUANTITY AS BEAM REINFORCING, EXTENDING 48 BAR DIAMETER • SCALE N,T.S, • 0i PLAN VIEW (2) 16d NAILS EACH MEMBER 1'x4' CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6' -a' SPACING AND A5 REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) 14'o.c. r \PRE-ENGINEERED WOOD (OVERLAP a 6FLICE$) TRUSS TYPICAL LATERAL F3RACE 5> ='L ICE c, RUCTcYJU 1i AL CSUUI' I8uVEER9 SOLUTIONS ENGINEERING, INC. 3081. E. COMMERCIAL BLVD., 2ND FLOOR FT. LAUDERDALE, FLORIDA 33308 PH. (954) 465-0346 FAX (954) 491-6162 4.. PAN[ aa®amer UtlOOMMIN 1YLVeUeMOIle1 ®',tl.dal® v€t:udO UJ 150 A 1 PH - 3 W - 120240 v EL D SCHEDULE CIRCUIT USE 13RKR. LOAD WIRE CIRCUIT USE BRKR. LOAD WIRE A.N.U. W/ 10 KW NEAT STRIP 60 A2 10,500 W (2) (I) "10 2 - 4 A.C.C.U. A 60 2 * * (2) "6, (I) "10 3 00 114h, 5 AFC; RECEPT'S. (M, SEDR3-1.) 15 A/1 * "14 6 GEC! RECEPT'S. d LTG. (GARAGE) 20 A/1 1,000 W 12 1 AFCI GENERAL LTG. (M. BEDRM.) 15 A/1 * 14 8 GENERAL RECEPT'S. 4 LTG. (LIv. RM.) OVEN i5 AA 50 A2 * 12,000 W "14 ' (3) � 9 DRYER 30 A2 5,000 W (3) 10 - 11 1 nr_ 12 13 WASHER 20 A/1 /1 20 A00 I,00 W 8 U.1 412 12 14 l6 - E,W,H. 25 A2 4,500 W "10 15 DISPOSAL 11 REFRIGERATOR 20 A/1 800 W 12 18 DISHWASHER 20 A/I 1200 W 12 19 MICROWAVE 20 AA 800 W "12 20 GFCI RECEPT'S, (SM. APPL. KIT.) 20 A/1 1,500 W "12 21 GARAGE DOOR OPENER 20 A/1 1,000 W "12 22 GFCI RECEPT'S. (SM. APPL. KIT.) 20 A/1 20 A/1 1,500 r.0 400 U) 12 "12 23 GENERAL LTG. (M. BA/1-112M.) 15 A/1 * 14 24 GFCI RECEPT'S. (M. BATHRM.) 25 GENERAL LTG. (FLUOR. F11,, HALL.) 15 A/1 * 14 26 GFCI RECEPT'S. (PWDR. R1'1.) 20 A/1 200 W 0 12 21 SPACE 28 GEN. RECEPT'S 4 LTG. (2nd r=LR. NALL) I5 AA * "14 29 SPACE 30 SMALL APPL, RECEPT'6. (DINING RM.) 20 AA I,500 W 0 12 31 GENERAL LTG, (BATWr 1. "2, 3) 15 AA * "14 32 GFCI RECEPT'S. (BATHRM. "2, 3) 20 AA 400 W "i2 33 AFC! RECEPT'S. 1 LTG. (BEDR`1, "4) 15 A/1 * 14 34 AFCI RECEPT'S. d LTG. (P3EDIRM. "2) 15 AA * 14 35 IRRIGATION PUMP 20 A/1 • 1,500 W "12 36 AFCI RECEPT'S. 4 LTG. (BEDRM. "3) 15 AA * 14 3 GENERAL LTG. (FAM. R-1,) 15 A/1 * 14 38 GENERAL RECEPT'S. (FAM. RM.) 15 AA * *14 39 GENERAL LTG. (KIT.) 15 A/1 * 14 40 GFCI RECEPT'S, (W,P, EXt, 4 LTG,) 20 A/1 * 0 12 41 SPACE 42 SPACE * GENERAL. LIGHTING E RECEPTACLE LOADS CALCULATED 0 3 WATTS PER SQ. FT. CONDITIONED AREA. (1,835 5Q. FT. x 3) = 5,505 WATTS TOTAL LOAD • 28,005 WATTS (NOT INCLUDING A/C LOADS OR PUMP LOADS) ELEC1120C&L LOAD caLcuLtyruom let 10,000 W a 10095 a 10,000 W REMAINING 18,005 10 40%. = 7,202 W 12,000W A/C / HEAT STRIP 1 PUMPS 0 65%o = 7,800 W TOTAL CALCULATED LOAD = 25,002 WATTS WATTS DIVIDED E3Y 240 VOLTS = 105 AMPS RAM DESIGN, INC.. HEREBY RESERVES ITS COMMON LAW • COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, IDEAS AND DESIGNS. THESE IDEAS. DESIGNS, AND PLANS . ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM • • OR MANNER WHATSOEVER_ NOR ARE THEY TO BE ASSIGNED ' TO ANY THIRD PARTY. WITHOUT FIRST OBTAINING • EXPRESS WRITTEN PERMISSION FROM THIS OFFICE_ WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE • • PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT JOB SITE AND NOTIFY 'HIS 37F10E.OF ANY DISCREPANCY IN THE DRAWINGS GR .3PECIRCATIONS AND OBTAIN OUR APPROVAL IN WRITING FEFOI'E PROCEEDING 1NTH WORK. aa®amer UtlOOMMIN 1YLVeUeMOIle1 ®',tl.dal® v€t:udO UJ • I 0 I I I wo°fios o o o m p t E 0 glo ma3 !!ZL 8 X W A 6992 °8f7 / K CO aSggg WCOH0159 6 300 a cre 'am MOM '°28 ° 1 °a a ©ooa b©HO 6 a908310 (�" r)n n3 PA ir- ,:it r 00 114h, rac g0 I� n . nr_ /8 -6 -04 DRAWN BY: RAM, DRD 6- 1'1 -04 "04101 A F OF I Litt IMIESISEll KITCHEN DINING ING ROOM LIVING ROOM MASTER BEDROOM 4 11 I' ND IFOYE MAST BAT j[pui111111011111111110 0111111111 '► � ' Aa Ir , E nem'DIYavir tiS emods 19` Qovivffwa' QYwWi 'l94'PiwwwiyYYml viwi'Oamsc fm J awavMI 0 I I At Az, DRYER WASHER ANU At') NOTE: H • .PURE W TO JCT. '.OX A. PE NEC. Q'S (TYP.) ,tl OVERE - - I t�11 Y ell Fo1:313v FLOOR E,EcIrmicaL Pi,tam SCALE: I /4" = i' -O' otrulistralaveummionaannuassonacistomaxiatimsonsant . • . •r • .1 NOTE: CIRCUITS ARE NUMBERED FOR CALCULATION PURPOSE ONLY - MAY VARY IN TPE FIELD TO 1ST FLR SWITCH 0011111111111I111OIIIOr�, SECOND FILDICA-D\i LcclrEIcL\L PUN C LLEATNERHEAD TO FP4 L TRANSFORMER •4 cu. 6RO1,ND To C UF' 4 10' GROtIND ROD 4 TIED TO 6UILDING FIG STEEL, t50 A. DISC. METER 120/240 V 1 F'14/3U) (3) • 3/0 TIWU.N CU IN 2' CONDUIT 150 PANEL ELECURocaL aosEA QaOCr -e CLC1UJLt1iiOae AS PER DATA SUPPLIED BY F.P,4L,, THE CALCULATED AVAILABLE SINGLE PHASE FAULT CURRENT AT THE TRANSFORMER SECONDARY TERMINALS (1cA1' = 19944 AMPS 120/240 VOLTS f - 2xLxl CxE M a 1 I 2 x 25' x 19944 A 10,100 x 240 V 1.32,8 1 - .120 1 9042 = i Al x M = 19944 A x 0.120 = 14,363 AMPS NOTE: ALL SERVICE 4 PANEL EQUIPMENT IS TO HAVE A 22,000 MIN. A,I.C. RATING 991,200 0.388 2,56 8,000 ELEctnucal, NOTES -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEF'140NE JACKS IN RATED WALLS MUST BE METAL OR U,L, RATED FOR USE IN ONE HOUR CONSTRUCTION. -ALL BATHROOM AND GARAGE OUTLETS TO BE GJ.C.I, TYPE. -ALL EXTERIOR RECEPTACLES 6 JUNCTION BOXES ARE TO BE WATERPROOF. -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED SY ELECTRICAL CONTRACTOR. - INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTPERW;SE NOTED: WALL HUNG TELEPHONE TELEPHONE JACKS LIGHT SWITCHES RECEPTACLES TELEVISION JACKS 56' ABOVE FINISHED FLOOR 12' AFF 48' AFF 12' AFF 12' AFF -ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CODE - ELECTRICAL CONTRACTOR TO CONFORM TO SOUTHERN BELL REQUIREMENTS FOR TELEPHONE EQUIPMENT - COORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO . AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. - ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT, - FLUORESCENT FIXTURES TO WAVE LOW TI-1D ELECTRONIC BALLASTS. -ALL FINAL T,V. AND TELEPHONE LOCATION TO BE DETER`1INED IN FIELD BY OWNER - PROVIDE DIMMERS AT ALL RECESSED LIGHTING LOCATIONS -ALL BEDROOM RECEPTACLES, LIGHTS, FANS d SMOKE DETECTORS ARE TO NAVE ARC FAULT PROTECTION (AFCI). SMOKE DETECTORS ARE TO BE PROVIDED W/ 120V BATTERY BACKUPS 4 SHALL BE INSTALLED AHEAD OF ALL SWITCHES AND SHALL BE CONNECTED TO BEDROOM AFCI CIRCUITS AND SHALL BE INTERCONNECTED. DUPLEX RECEPTACLE Ertsg,cnoczu LEOIEND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFCI L G A R OU> D ROOF CIRCUIT INTERRUPTER/ 12 SWITCH - DUr'LEx RECEPTACLE 220 VOLTS RECEPTACLE SPECIAL OUTLET OO FLOOR OUTLAY 69 - SWITCI4 ( 3 -WAY SWITCH f: 4 -WAY SWITCH -[] POWER BUTTON INCANDESCANT LIGHTING SURFACE MOUNTED INCANDESCANT LIGHTING WALL MOUNTED RECESSED LIGHTING - HI - HATS, EYEBALLS, ETC, VAPOR PROOF FLOOD LIGHTS MINI- SPOTS TIMER CLOCK AMOY EXHAUST FAN Q PI-1 . PC - L t i CEILING PAN JUNCTION BOX 90 SMOKE DETECTOR 000 DOORBELL CI -MMES PHONE OUTLET - 0 Tv TELEVISION OUTLET - d DE3 DOOR BUTTON L:!—b GARAGE DOOR OPENER ELECTRICAL PANEL r ELECTRICAL METER C}- DISCONNECT SWITCH SPEAKER INPUT JACK INTERCOM ` FLUORESCENT LIGHTING WALL SCONCE LiGNT PULL CHAIN A/C 0 MANUVAtTURER COND. MODEL AIH MOTAL }AT STRXP SHER wNSIBLE BTU'S BTP TLItAL BTU'S r THE BEST AIR CONDITIONING COMPANY P.O. 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