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PLANS1.11 75.2 N. E.. ST. t.4• B. OMiUXS CiVUr AND CONSULTING ENGINEER }.AY 18th, 1951 IA'5I, FLORIDA i hereby certify that the attached sketch of survey shoes` a true survey of Lot 2 less the West 25 feet thereof and the West 25 feet of 'Lot: .5 as measured along the South line thereof Block 1 Bay Lure Subdiv; s ion . according to the plat thereof recorded in plat book 44 at page; 6:3 of the public records of Dada County, ijlorlda. That the boundaries of the above described property have been marked as shown on the attached sketch. .That this property was vacant `on May °17th, 19511. That there' are no encroachments on this ` property. Signed this 18th day of May A. D. 1951 at 'Miami, Florida. Registered Civil. Engineer No. 321 tr Land Surveyor No. 49 State of Florida • -r , --- _.. - :::3c A. >:... - •'a- ;.•.- +,4'M•.,.4 s..1:Y W It . _..__:.. ..:i:.aL : a• I.._ ..:::6^_�.aG rxYn g:. • �. x,.Z.r .,c- •a%sfl•�. . e• i. er.• w4. w. azy. :.�e.,twrt...+.w.- w:-hr.....s1¢. .e= v- :— ,w- o:.,.» .5+.w. s. ...l.n -r w b. a:•YJr' i T .w. K it t�ida �+tajr�k _ �i - ?, r .rte• e p.. cam. 6, la �.t c� ►�� V I M M 4 F f• ti �.:.7 k,... • T . W_. ..- yea w �.�.- .,::.t.,,► ..:- ..:.-..-4 � f- -'-t'� +'. 'r • • f - w J Aw-.. tr.. 8 Ply 4101. di,. AI r►rlM4 c+ .ftie tGes 5,41e4 ` '/ a/4..'4 4/ / 4 Ah ors Zrti AI , ht /' /:e;`, G... T/ h... IONS. -7 . ° /"..y,/.4 a .w...e..r�...... --, ---- , ,- --C."' o' -'',. - ' r4YA".CL`r::t3Z.rixaya.ac 0:.-1. 7Y .- --o yo fee -,)ve // ei#1 J% /,)s 6 / /or-ay /din Sleef earn f Gc7m i3O41ie /d eels h i 44j- ('.; *' $ on b . - rR. is, 'far P 4 t icir . ,; P.` ti 4q S.w. 3 Lo . Ave- M i N esei . Y U ' i �. ' ,`1,34 I - D r� r S SET 'L b - 'L1 I . / t Sli er a' r , , . , '. - . „z L , ,- a' M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Higf Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Aluminum Sidelite APPROVAL DOCUMENT: Drawing No. 992, titled "Aluminum Sidelite", sheets 1 through 5 of 5, dated 11/17/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered aftei a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for s - advertising or an other purposes shall automatically terminate this NOA. Failure to comply with any sect '.f tt ha11 t� t, use for termination and removal of NOA. OA er preceded by the words Miam'= u nd weft advertising literature. If any poror N� i aed,'it s�ial ADVERTIS the expiratio> be done in its entire INSPECTIO and shall be This NOA con above. The submitted documentation was reviewed by Theodore Berman, P.E. OA shall be provided to the user b the job site at the request of the BuL evidence pages E -1 and E -2, as well s MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 375 -2908 r or rtributors ih Mentioned -1t iI)w NOA No 034»3.01 Expirallon Date: March 04, 2009 Approval Date: March 04, 2004 Page l 1 COMPARATIVE ANALYSIS (DESIGN PRESSURES PSF) 3/16 "T) GLASS FTL -3923, 3/16" TEMPERED TYPES: FTL -3922, 5/8"1.G. (3/16'T, 1/4 "SPACE, SIDEUTE WIDTH SIDELITE HEIGHT 79 3/4" 83 3/4" 87 3/4" 95 3/4" 10 3/4" 100.0 -210.0 100.0 -202.5 100.0 -192.7 100.0 -175.6 11 1/8" 100.0 -194.6 100.0 -184.6 100.0 -175.6 100.0 -160.0 12 3/4" 100.0 -182.4 100.0 -172.9 100.0 -164.4 100.0 -149.7 19" 100.0 -127.8 100.0 -120.9 100.0 -114.8 100.0 -104.1 21 3/4" 100.0 -113.9 100.0 -107.6 , 100.0 -102.0 92.4 -92.4 27 3/4" 93.3 -93.3 '88.0 -88.0 83.2 -83.2 75.1 -75.1 36 3/4" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 95 3/4" MAX. HEIGHT mevsd By: Rev, -,d By, preen By. F.K. 84 1/2" MAX. DAYLIGHT • I OPENING Gate. Cale Date: 6" MAX. -►--1 L_ 13 1/2" MAX. Q.C. 1 • Date: 1 1/1 7/03 Rev;s(ons. Re 4 c,r.: Rws%onz ier-see By: OdtC 36 3/4" MAX. WIDTH 33 1/2" MAX. DAYLIGHT OPENING -� I I- OUTSIDE 13 1/2' MAX, o.C. 6" MAX. NOTES: NON- IMPACT SIDELITES 1. GLAZING OPTIONS: A. 3/16 TEMPERED GLASS. B. 5/8" I.G. GLASS COMPRISED OF (2) L1TES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. 2. DESIGN PRESSURE RATINGS: (SEE TABLE BELOW) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3. ANCHORAGE (UNDERLINED DIMENSIONS): 3/16" TAPCONS OR #10 SCREWS HEAD. SILL & JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. 4. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. NOT INTENDED FOR DIRECT ATTACHMENT TO FRENCH DOOR - MIAMI -DADE COUNTY APPROVED MULLION OR STRUCTURAL MEMBER REQUIRED BETWEEN SIDEUTE AND DOOR. 7. REFERENCE TEST REPORTS: FTL -3922 AND FTL -3923. 7070 TEGhNOL NGKON;S, FL 34275 A,O. EOX 1529 NOKONIS, FL 34274 Visibly Better ELEVATION, NOTES AND DESIGN PRESSURES Ts• ALUMINUM SIDELITE Sene5 Mortet F0-10 Suk NTS meet 1 d 5 Ora.r1n9 No. 992 er: Nis 110-Al t C e"? _ % i • , 7' /,=•- 1 vxa; A. Turer. R.E. C = .15621 MAX. HEIGHT MAX. DAYLIGHT OPENING OR Date: 11/17/03 Date: 3.100" VERTICAL SECTION W70 TECI- NOLOGY DRIVE NOKOMIS, FL 34275 P, O. BOX 3529 NOKOMIS. FL 34274 Visibly F3et ter MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION CORNER CONSTRUCTION (JAMB ADAPTER REMOVED) Oexepffarc SECTIONS AND CORNER CONSTRUCTION ALUMINUM SIDEL/TE SertesR.bdd Scale : Sheet FD -101 1 /2x 3 or 5 992 3.100" Lucas A. Turner, P.E. Ft 1 58201 Mectsanical 3/16" TEMPERED GLASS 1/4" AIR SPACE — C UTSIDE Revsd 8y Oat: RerlsJorts: Revsd 9y. Daf< Revrsrors: Rersd By. Dale Revrzrora: Dann By Dale ChecA:d By' Dale: F.K. 17/17/03 5/8" OVERALL 3/16" TEMPERED GLASS 5/8" I.G GLAZING DETAIL 1/2" NOM. G LASS BITE 1, TECHNOLOGY DRWV r OKOM)S. FL 34275 P O. BQX 1529 !' OKOM1S, FL 31274 Or- OUTSIDE Visibly Metter 0esv�p.+on: • 3/16" TEMPERED GLASS 3/16" GLAZING DETAIL GLAZING DETAILS rAe. ALUMINUM SIDELITE SeieWo,iet Sc,, Sheet FO -lot lx 2 d 5 Orrni+q r+o. 992 1/2" NOM: GLASS BITE f Re..; Approval as 4:ioiyites ce the Florkti Olt NOM Ll:c3s A. Turner, P.E. PE #58201 Item 1 2 3 4 5 6 7 3 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Dwg # 920 921 916 1155 934 986 4046 989 4057 1224 124 1240 1262 523 1239 547 522 Revsd Sy Da re: Revsd By: Date: Reid Sy; Dale Olewn ay Date: F.K. 11117/03 Sidelite Header Sidelite Sill Sidelite Jamb #8 x1.000 Quad Pn. SMS Sidelite Jamb Adapter 3/16" Tempered Glass 5/8" I.G. Glass - Comprised of 3/16" Tempered Glass, 1/4" Air Space and 31.16" Tempered Glass SL Interior Bead 3116" & 1/4" Grill Kit Bead 3/16" Bead 5/8" IG Bead Bulb, Thick (Used in all Extruded Bead) Applied Colonial Muntin, High (used on interior of door) Flat Bar (used on interior of door) Applied Muntin, High, Endpiece (used on interior of door) Applied Muntin, High. Intersect (used on interior of door) Applied Muntin, Low (used on exterior of door) 'Applied Muntin, Low, Endpiece (used on exterior of door) Applied Muntln, Low, Intersect (used on exterior of door) Setting Block, 3132" x 1/4" x 1" w /psa Setting Block, 1116" x 1/2" x 1" w /psa Glazing Compound - Dow 899 or 995 Narrow Joint Sealant - Schnee - Morehead SM5504 or Equal .688 R_YStOn; Rev ions: Re.i+ortr• enecF ed ey: .055 E--- .542 SL INTERIOR BEAD 6063 —T5 — j . 8 0 5 - - . 0 5 0 -- 1 .678 - m--3 1.087 f • 3/16" BEAD 6063 —T5 Dale: Description Qty. 1 1 2 6 /Jamb 2 1 1 2 2 2 2 2 As Req'd As Req'd As Req'd As Req'd As Req'd As Req'd As Req'd 6 4 As Req'd As Req'd .346 .050 — .6/8 1.057 ! • --IT 3/16" & 1/4" GRILL KIT BEAD 6063 —T5 .363 —H H- .050 —. .678 -- 1.096 5/8" 1.G. BEAD 6063 —T5 P GT# 69208 60415 60381 781 PQA 61641 M 6986 644842 6989 64057 6TP247 66631 68926T52 41730 41726 68421 41652 41630 712653K 71267K 1070 TECHNOLOGY DRIVE NOiKOM?S. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .688 —► Visibly Better • — .890 .050 1 3.000 SL JAMB 6063 —T5 ri c.sc iy1gIL PARTS LIST AND EXTRUSION PROFILES rae FO -1O1 SIDELITE HEADER 6063 —T5 ALUMINUM SIDELITE Scar 1 /2x 1.479 Sneer 4 d 5 D' wv.y tke. 992 SL JAMB ADAPTER 6063 —T5 SIDELITE SILL 6063 —T5 /5//: h Apprviwd az wilarbirgl w t>ke boa 0 NOM/ Lucas A. Turner. P.E. PE l68241 Mechanical 1/4" MAX. SHIM OPTIONAL 1 x WOOD BUCK — (SEE NOTE 2)_ 1/4" J MAX. SHIM a TYPICAL HEADS — 2x WOOD BUCK (SEE NOTE 2) (WOOD) #10 SCREW 4 d 1 1/2" MIN. t (CONCRETE) 3/16" TAPCON (SEE NOTE 1) 3/16" TAPCON (SEE NOTE 1) 1/4" MIN. 1 #10 SCREW _ 1 x WOOD BUCK (OPTIONAL WITH SOLID CONCRETE SCBSTRATE) (SEE NOTE 2) 1/4" MAX. SHIM — • 1/4" MAX. SHIM -- m_ P.O. BOX 1529 NOKOMNS, FL 34274 l TYPICAL JAMBS 1 1/2" MIN. 2x WOOD BUCK (SEE NOTE 2) (WOOD) 1 1/4" MIN. (CONCRETE 'A. OR HOLLOW • CONCRETE • t3LOCK) • NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCCNS. 2. A — IN MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. 8 — OUTSIDE MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. Revsd 9y. Dare. Revu,ons: ' - -- NOKOMIS, FL 34275 Revsa 9y Dare Re,isrons: 1070 TECHNOLOGY ORIVE .. Revd 9y Dafe• Revisrorts: D.awn 9y. Date: Checked 9y■ Owe. F 1 1/17/03 Visibly Better L 1/4" J MAX. SHIM 1/4" MAX. SHIM Secr,/'Aoce FD -101 1/4" MAX. SHIM ' OPTIONAL 1X WOOD BUCK (SEE NOTE 2) Qecl;ptter ANCHORAGE rar ALUMINUM SIDELITE Srae: NTS 2x WOOD BUCK (SEE NOTE 2) &eel" 5 " 5 #10 SCREW (WOOD) 3/16" TAPCON (SEE NOTE 1) (CONCRETE) Ora'.rF'S teo. (CONCRETE) TYPICAL SILLS 992 1 1/2" MIN. 3/16" TAPCON (SEE NOTE 1) 1 1/4" MIN. Rex 1 • I / ; Lucas A Turner, P.E. PE 453201 Mzc ,ar4cal 0 w RECEIVED JAI1 0 4 4 4 36 SIDELITE P.G.T. SERIES ° F13-1C1 1 I ALUMINUM FRENCH DOOR IN WHITE FRAME AND WITH CLEAR 3/16 TEMPERED GLASS N.O.A. 02-0625.01 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0E126.07 144 1/4 MASONRY OPENING 143 3/4 TOTAL UNIT WIDTH \ O \ 71 3/4 DOOR WIDTH 1/ 1 ELEVATION 1 — REQUIRED P.G.T. SERIES "FD-1 01" ALUMINUM SIDELITE IN WHITE FRAME AND WITH CLEAR 3/16 TEMPERED GLASS N.O.A. 03- 1223.01 36 SIDELITE O 3/1 6" TAPCDNS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 13 1/2" O.C. No. .1/4 w 3/16" TAPCDNS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 13 1/2" O.C. O ec ce • P3 W 7 6 Q ZN 0 W _ • Q W fi 0 • � rV t O CI Et ci • 1- J 3 •Le.kr) Z . O 012 o ct O NQ U d'2 Ln z W Ul ▪ W W Z LI) W m J a/ d E4 • L n Z 4 4 � LI �to r � O 1- — La. 1 DRAWN eY: ED VALDES 1DATa : 01 -05-05 INNER NUMOEA 00-10 O F 1 1 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 13 1/2" O.C. SIDELITE WIDTH P.G.T. SERIES "FD-101" ALUMINUM FRENCH DOOR IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 02- 0625.01 #10 SELF DRILLING SCREWS AT 6" AT CORNERS AND BALANCE AT 13 1/2" O.C. MASONRY OPENING SECTION P.G.T. SERIES "FD -101" ALUMINUM SIDELITE IN WHITE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 03 -1 223.01 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 13 1/2" O.C. FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0826.07 SIDELITE WIDTH tt 0 EZI U1 id w 3 4 Jw O Q w > 1- O N • Pl � 3 z o � O N d' N f7 0 X 4. 0 N rl 0 U F DRAWN BY: ED VALDES (DATE : Jl 01-05-05 SHEET NUM"LO 0G -1 1 ❑F 11 i 1 1 1 1 1 1 4T ' :sQo iLJMiFiUNt LLt? Th :,Oo , I ti t4 j ►r P,1 M r ;jq C&Lb%?) TP,ET7 LP J tg, 44 oIe2,,'b :t , i Pil iEN dL5E, UJ tI4rr. i4rfl cLM-, viP,ED 4L46f t4QA. :::f: .. D-tt' ALJ frt1dM -r,1cf4 pp tj 7AM. &.Ir w tT /(,U TF-t iA' •i1 r)fr rMJL, itic: ?1L 'LITt) b/A 'Z- OeZG , ,e1 .. tt-LrTl I1Jfrr f:Z4t MJD iT LtE.A k: rEMf.h LA • FtaA. o2, 0 1 1 1 1 t'P: i: 1'J T'M 4TE. kl i }II 61 MIM4I ::L, APPROVED BY: Ce . LA3 44D v $ 4'/E • WM' . ELEDI iLA$''QP, 4. SCALE: DATE: REVISED DRAWN BY DRAWING NUMBER C WIND LOADS WALL AREA 4 5 GCp ( +) 0.951 0.951 GCp ( -) -1.051 -1.302 PRESSURE 52.4 52.4 (psf) K 4-44.54 X•66 f- 44•S9- SUCTION -57.0 -68.6 (psf) x .1 X58.3) L COCONUT GROVE GLASS ENGINEERING DEPT. 4246 N.W. 37 AVE. MIAMI, FL 33142 (305)634 -3420 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : LIFE STYLE INVESTMENTS JOB NUMBER : 1213 N.E. 93 ST. MIAMI, FL. DESCRIPTION : SLIDING GLASS DOORS & FRENCH DOOR WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 2.50 : 12 (11.77 DEG) TRIBUTARY AREA = 19.0 FT2 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 4.0 FT Kh = 0.849 Kz = 0.849 a 4 b DATE : 7/12/2004 qh ' 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 27.0 FT CORNER DISTANCE, a = 3.0 FT 1/4 MASONRY OPENING 1 0 6 9/16 d r / ' ... S.G. DOOR WIDTH O O O o ® ® o t D co 107 1/16 ELEVATION 1 - REQUIRED P.G.T. SERIES SGD-2500 ALUMINUM SLIDING GLASS DOOR IN WH)TE FRAME AND WITH CLEAR 3/16" TEMPERED GLASS N.O.A. 03-0123.0B FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 1 /4 re 0 � N tt : m 10 W 'o to Q Z • N to • W_ LJ < (1] < W [ 0 • h Q o 0 O ('7Ce to 4 3 ZZ .+ O I�� o — U) F- Z W • W IA W W e > I- Z m Wm J Q\ } W (AZ w �] L J N • < N 1, 0 117 J w }- DRAWN eY: ED VALDES i DATE 07-07-04 EHLET NUMBER CG -2 OF 9 O CO 0 Z Z w 0 ce Z 0 u] 2 C9 a) w 2 ct O 0 0 w ui 1/4 P.G.T. SERIES SGD -2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 1/4 ° TEMPERED GLASS N.O.A. 03-0123.08 1081/2 MASONRY OPENING 108 S.G. DOOR WIDTH ELEVATION 1 - REQUIRED FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 1/4 In 1- z w • w m w w cc > t- z En W M al Oti - • 1 W Z , 4 • Li. ko J • Q J DRA'NN 9Y: ED VALDES DATE D7 -07-04 \` J SHEET NUMBER C0 -3 OF 9 1.7 Z = Z � W W a I 0 rl o CO 0 Z 0 0 Q 0 2 Ui 1/4 1 08 1 /2 MASONRY OPENING 72 • S.G. DOOR WIDTH 0 ELEVATION 1 - REQUIRED P.G.T. SERIES 390 -2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 3/16 TEMPERED GLASS N.O.A. 03-01 23.00 1/4 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0826.07 ❑ IX N rZi W � D N Q Z N 0 W P] 11 ■ - <0 o EN O o7Rc� j3 Z ❑ kp ❑N_ • ct2 U) 1- z W 2 F- I- W ui W e > F - z rn W m mo (j' )— • Z W (9 Iz J N O c - : LL < N N N N m J 1- DRAWN ev: ED VALDES DATE: D7 -07-04 SHEET NUMBER CG-4 CIF .9 w z_ z w 0. >. 0! z 0] 2 s o .•• •.l SECTION VIEW 2 ROWS OF 3/1 6" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 2 3/4" AT CORNERS, 8" FROM EACH MEETING RAIL CENTERLINE AND BALANCE AT 1 6" O.C. FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0026.07 P.G.T. SERIES SG0 -2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 3/16" & 1/4 6 TEMPERED GLASS N.O.A. 03-0123.00 2 ROWS OF 3/16 TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 2 3/4" AT CORNERS, 8" FROM EACH MEETING RAIL CENTERLINE AND BALANCE AT 1 6 O.C. ❑ 0 z z w 0. >- 0! 0 z U) 2 I ❑ w 0 0 I 0 V v . „=a D r• SECTION VIEW D SAWN ev: ED VALDES SHEET NUMBER C5-5 0F9 1/4 P.G.T. SERIES SGD -2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 3/16" & 1/4" TEMPERED GLASS N.O.A. 03 -01 23.08 2 ROWS OF 3/1 6" TAPCONS W/ 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS & BALANCE AT 1 6" D.C. f SECTION VIEW S.G. DOOR WIDTH MASONRY OPENING FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0826.07 ti ti 1/4 IY 0 1Y N CI c4 CrJ W 03 6 In Q o O > N Q W co L > I < 0 0 (9 0 p I-3 3 • li. til Z _Ln VI ❑ N QJ U d i- L 1— Z W w w w Et > 1— Zul w `� } ▪ • w� w N ❑ 1— L. < N 4 1n 0 0 J fil DRAWN BY: ED VALDE9 DATE : 07 -07 -04 SHEET NUMBER 00-6 OF 9 2 ROWS OF 3/16" TAPCONS W/ 1 1/4" EMBED. INTO CONC. AT 6" FROM CORNERS & BALANCE AT 1 6" O.C. S.G. DOOR WIDTH MASONRY OPENING P.G.T. SERIES SGD-2500 ALUMINUM SLIDING GLASS DOOR IN WHITE FRAME AND WITH CLEAR 3/1 6" TEMPERED GLASS N.O.A. 03-01 23.08 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02- 0026.07 DRAWN SY: ED VALDED DATE : 07 SHEET NUMBER CG -7 OF 9 rn Z Z W a 0 z 0 w 2 1- 2 L9 W CD CC 0 P7 = 0 0 1 1/4 P.G.T. SERIES "FD-101" ALUMINUM FRENCH DOOR IN WHITE FRAME AND WITH CLEAR 3/1 5" TEMPERED GLASS N.O.A. 02-0525.01 35 1 /2 MASONRY OPEN'G 35 DOOR WIDTH ELEVATION 1 - REQUIRED 1/4 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0S25.07 1 1_9 W 2 0 0 0 v • ,d d r • • v Tf �- ,I - 1�1I SECTION • � 7 3/1 6" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 3" O.C. 1/4 4 3/16" TAPCONS W/ 1 1 /4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 3" 0.C. , IIII.' 1 3/1 6" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 6" AT CORNERS AND BAL. AT 1 3" O.C. P.G.T. SERIES "FD-101' ALUMINUM FRENCH DOOR IN WHITE FRAME AND WITH CLEAR 3/1 6' TEMPERED GLASS N.O.A. 02-0625.01 FLORIDA STORM PANELS, INC. 20 GA. GALVANIZED STEEL STORM PANEL SHUTTERS N.O.A. 02-0826.07 DOOR WIDTH SECTION MASONRY OPENING • P P . G 1/4 DRAWN 8Y: ED VALDE3 DATE : 07-07-04 SHEET NUMBER CG-9 OF 9 BUILDING CODE CO:IIPLLINCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or.material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane. Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated July 31, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATIiNG: Large and Small Missile Impact LAI3ELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERINIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEC'TION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection, obait akth request of the Building Official. This NOA renews NOA # 02 -0531 is page 1 as well as approval document mentioned above. The submitted documentation was `;; , b elm A. Makar, P.E. MIAIN1I -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0826.07 Expiration Date: 01/04/2008 Approval Date: 09/19/2002 Page 1 u ' � 5 -1/4' (TYP) _ c rT=I (VERTICAL OR HORIZONTAL) _ ao N N NIA (L IA N Z ) l r / E 0 a. N M M 0 O N .0 CV O n O N N N C71 ✓ O r 250" 125" 07/31/02 15:33 5.00" 1.50" jj-093" TYP. 1/4" S.S. STUD (3) 5 -1/4" O.C. CR DETAILS O.C. (SEE ETAILS FOR SPACING) 1 PRODUCT MARKING LOCATION -, 1.50" 12.50" COVERAGE 14.50" 0 1 1 STORM PANEL SCALE : 3' = 1' -0" 5.00 1.50" 0 STUDDED ANGLE "F" TRACK SCALE : 3" = 1' -0" O SCALE : HALF SIZE PROOUCT MARKING (OPTIONAL LOCATION) GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH MIAMI PROVISION COUNTY PRODUCT ISSUANCE OF FOR THE HIGH VELOCITY CA Y ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -99, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DE.VIATE FROM THE CONDITIONS DETAILED NOT DEVIATTE IN THE CONTRACTOR OR MATER AL FROM THE STRUCTURALUSUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40, G 60 GALVANIZED COATING, WITH A MINIMUM Fy =46.7K51. 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. MIAMI -DADE COUNTY PRODUCT APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -1'6 ALUMINUM ALLOY, U.O.N U p o 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT 0 FOR "h" AND "U" HEADER MOUNTING CONDITIONS. / 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1' x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS 'J DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION E.F1A ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIOSPAN W/ 1/4- 0 x" BOLTS WI TH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION � FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS & TUBE ARE NOT REQ.IIRED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION®. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. .085)nc WINGNUT SCALE : HALF SIZE N m .46" "h" HEADER SCALE : 3" = 1' -0" 1 Q 1/4" MAX, SCALE : HALF SIZE V/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING N N O "h" HEADER SCALE : 3" = 1 -0" 3.500" �-- 16 GAGE GALV. STEEL GRADE SO .00 "1 OPTIONAL LEG DIRECTION STANDARD CHANNEL WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION BOTTOM MOUNT 070 CR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED, TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOT MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS Cal 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. PRODUCT RENEWED es � cosiplytog nith t%e Florida �r2*c o Q Z- o • u E>rplr ' ate O .. Z By m� CO11UCt COetro4 AN VIEW 0 o ve TOP MOUNT 2 31© 5 .00 " 2.000" .062" TY? N 1.313" "U" HEADER SCALE : 3" = 1' -0" - 16 GAGE GALV, STEEL GRADE SO o OPTIONAL LEG • � - DIRECTION r t -Tt x 1" TUBE, MAY BE S ED '.+1 -. RE REDUCED PARAT'ON FROM GLASS REQUIRED. SEE E PARATIQN FROM GLASS : HEOULE, SHEET 4, ANO AN VIEW S NOTE 14 EET 1 / ERLAP = ASTENERS EE PLAN VIEW ; ) TE I4) .751 O 0 SE 1" x 1" x 16 GA STEEL 1 -3/4" OVERLAP MIN. TUBE WHERE APPLICABLE SEE NOTE 14 S TYPI AL ELEVATIONS SS S 16 ITYP.) 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO d" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW SCALE: 1 -1/2" = 1' -0" 0 0 2 ", 3", 4" OR 5" O N 15 GAGE GALV. STEEL t 1,00" ' ANGLE 11 SOFFIT CHANNEL SCALE : HALF SIZE `J SCALE , 3" = 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION' (TYP EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 1/4" MAX. SCALE • 3" = 1' -0" F 14 GAGE GALV. STEEL 5.00" MAX. BOTTOM MOUNT O® OR DIRECT I 12- /2" I BOTTOM MOUNT (SYSTEM 2) MOUNT ( TYP ) CO OR DIRECT TYPICAL ELEVATION ( ) j 7 TYPICAL ELEVATION (SYSTEM 3) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED TOP B. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS ANGLES WITH STUDS CG) 12 -1/2" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. WITH ANCHORS Cal 12 -1/2" O.C. Buse 1" .1" x 16 GA STEEL TUBE WHERE APPLICABLE 2 ,. SEE NOTE It. S TYPI AL MIN. ELEVATIONS ® 16 ITYP.) FASTENER @1 12" O.C. FOR DESIGN LOADS LESS THAN CR EQUAL TO 100 PSF AND 8' O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING w J 0 0 w U N J Z a E 0 I- w N .125" O N 6063 -T6 ALUMINUM -TOP MOUNT i 00 OR DIRECT *- MOUNT USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 S TYPICAL ELEVATIONS (TYR.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ANGLE SCALE : 3" = 1' -0" 0 4 .938" O .093" TYP, .1 1.50"i ANGLE SCALE : 3" = 1' -0" GALV. STEEL GRADE 50 OR ALUM. t = MIN. .035" KEYHOLE WASHER 6 STEEL TUBE SCALE : HALF SIZE SCALE : 3" = 1 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION. 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS 1B 12 -1/2" O.C. (TYP) OVERLAP FASTENERS TYP. (SEE NOTE N 14 0 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2" x 5" MAX. 1.00" 16 GA. 0 v 3 U 2 w .( U 0 a U 2 Y N 0 0 0 J c 0 N > 31 u • 0 w a n • • c 0 0 7/19/99 state AS NO CEO 'design ty VJK ra..n by MC checked hyi VJK drawing no. 99 -097 sheet 1 of 4 Print Inforrnati NEW FBC 2901 NOTES liEMPIED PANEL LIP COUNTY COMMENTS 0 O C) rn 0 T DO Cl) cc t d a) O) 0 O). E O (n ii O) O) C 0 U 0 0 -I U 0 N a ' Q SEE MIN. S EPAPATIC FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR . W000 FRAMING ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS CR DOOR ( - A -. \ WALL MOUNT SECTION SCALE : 3" = 1 -0" 1 1111I 11tl 07/31/02 15:34 MBE DME T W000 STUDS (bl "MAX. S /9" 24 O.C. MAX. SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 2' FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION ' TYPE 1' 2 . 1- C z J w Z a a X a ITC ON T. PANEL TO ANGLE DETAIL $14. S.M.S. tat 10' O.C. 2 - 1/4'•0 x 4 -1/2" S.S. LAO SCREW (a 24" O.C. MAX. W/ 1-3/4." PENETRATION IN CENTER OF STUDS 1" x 4" x .125" OR 2" x 4" x .125" AL. TUBE OR 2 "x6" P.T. WOOD W/ LAG SCREWS Lal 12" 0.C, W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 PSF. WALL MOUNT SECTION (BOTTOM) 1/4 -20 MACHINE BOLT i WINGNUT 09 0 6 -1/4" O.C. OR 12 -1/2" C.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) 1/4." MAX. 1/4 -20 MACHINE BOLT & WINGNUT 09 @ 6-1/4." O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE ITYP.) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR 000R OCONT. GLASS OR DOOR w E SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 I EMBED.' ITYP.) 5/9" MAX. t CUAL4 Q SCALE : 3" = 1' - FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 3' EDGE DI/ O WALL MOUNT SECTION (DIRECT MOUNT) EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE3' — EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING N''-‘-f-1 CEILING /INSIDE MOUNT SECTION SCALE : 3' = 1' -0" 1/4" MAX. 2 I- C - 4 Z J w Z a a X 1/4 -20 MACHINE BOLT E i WINGNUT 90 p 6 -1/4' O.C. OR 12 -1/2" J.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) REMOVABLE FASTENER LA 6 -1/4" O.0. MAX. FOR SYSTEMS 1 OR 2 ANC) 1 -1/2" O.C. MAX. FOR SYSTEM 3, BUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1'. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER 3. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 5/9" MAX. 1/4 "0 ELCO MALE WITH WASHERED WINGNUT Cal 6 -1/4" O.C. MAX. FOR SYSTEMS 1 CR 2 AND (a 12 -1/2 O.C. MAX. FOR SYSTEM 3, BUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE I' . EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING — EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING — GLASS OR DOOR — ---- GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 5/9" MAX. EMBED IT Y P.) FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE I • FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE I Z Y/9" TYP. OPTIONAL LEG DIRECTION 1/4 -20 MACHINE BOLT i WINGNUT @ 12" O.C. TYP. TOP i BOTTOM OZ OR 30 _t1/2" NOTE : USE OF THIS DETAIL IS LIMITED TO J.-72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" = 1' - 0" VJ. K.NEZEVICH PROFESSIG • INEER FL UCense -•. , '109&3 /4" FOR COMPO 2 ANO 3/4" F R OMPQN ENT NOTE USE OF THIS DETAIL IS LIMITED TO ±72 PSF © BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" THREE 1/4 "0 WOOD ��.. SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" EMBEDMENT (TYP. a - c AT EACH JOIST, TRUSS OR RAFTER (d 24" O.C. MAX.) L 2 x WOOD JOIST, TRUSS OR RAFTER ®MIS!•® NMI - ;� 1112 SMS BETWEEN E (a1 10' O.C. MAX. � � -- - 1/4" M TRUSS AX S . at OR1 "x 4 "x.125" I . AL. TUBE (OPTIONAL) - 1/4" MAX. ENT 1/4 -20 MACHINE BOLT S WINGNUT 90 (al 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PRODUCT RENEWED as comply jag with the Fkrida Rideitag Code Acceptance No o Z - 0 Elpkratloa Date M iami tothrct Control Division 7 date 07/19/99 scale AS NOTED design by VJK drawn by NC checked by VJx drawing no. 99 -097 sheet 2 o 4 1 E O M O CO CO O n O z N EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING O ALT. BUILD -OUT EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1- N 0 0 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F' TRACK 07/31/02 15:35 MOUNT SECTION SCALE 3" = 1' -0•• ALUM. OR GALV. STEEL SPACERS AS REO'0 FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1 ' SCALE : 3" = V - 0" EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1' 5/9" MAX GLASS OR DOOR SEE MIN. SEPARATION GLASS SCHEDULE (TABLE 2) Q7 CON T. -1 F- - ALT. LEG DIRECTION (TYP) Sa CON T. SEE MIN. SEPARATION FROM '1 GLASS SCHEDULE (TABLE 2) EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING — FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1 ' -- 1/4-20 MACHINE BOLT S NUT Cal 12" O.C. (TYP. TOP S BOTTOM/ EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT S WINGNUTQ9 Cal 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE FASTENER, SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMING — CONNECTION 'TYPE 1' 1/4 -20 MACHINE BOLT 3 WINGNUT 0 1 6 -1/4" 0.0. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 TYP, TOP L BOTTOM o aia a 411111 I EMBE0 (TYP1 , 2 I- V z J ALUM. OR GALV. STEEL SPACERS AS REO'0 FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1 ' O ALT. "F TRACK CONNECTION TO NEW STRUCTURE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 . 0 w SEE MIN. SEPARATION FROM GLASS SCHEDUL E (TABLE 2/ SCALE : 3" = 1' - 0" 5 /B" MAXI X. EMBED 1/4 -20 MACHINE BOLT L WINDNUT (� 6 -1/4" O.C. OR 12 -1/2" 0.0. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = T -0" SCHE� LE, REFERENCE ENCE ANCHOR / e" CONNECTION' TYPE1' AX O C u 1111111►r1' ` AIMI EMBED ` I OM I I- t ' Q "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 1/4 -20 MACHINE BOLT L WINGNUTO9 all 6 -1/4" O.C. OR 12-1/2" D.C, USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 ANGLE MAY VARY z 1- 0 z IN 5/9" STUCCO _.■ FINISH (LEG MAY w BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL X REINFORCEMENT OVER K LEG OF "F" TRACK E O ALT. CORNER DETAIL SCALE : 3' = L 1/4 -20 STUD —o 1/4 -20 S.S. BOLTS L WINGNUT Cal MIDPOINT OF PANEL SPAN CR sr O.C. MAX. (TYP) — 2" x 2" x .125' MIN. CONT. 3105 -H14 OR 6063 -75 ALUMINUM ALLOY OR 13 GAGE GALV. STEEL ANGLE T A B L E 1 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD (W) (P. S.F.) 30.0 40.0 50.0 60.0 70.0 - _30.0 __ 90.0 100.0 _ 110.0 _ 120,0 130.0 140.0 150.0 160.0 170,0 180.0 ___ 190.0 200.0 210.0 220,0 230.0 SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (a7 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS tG 6 -1/4" O.C. OVERLAP FASTENERS OR NO OVERLAP FASTENERS OR REINFORCING. TUBE REQUIRED. REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDDED ANGLES WITH STUDS pD 6 -1/4" O.C. OR STUDS pG 12 -1/2" O.C. OR DIRECT MOUNTS WITH DIRECT MOUNTS WITH ANCHORS © 6 -1/4" O'.C. ANCHORS (c10 12 -1/2" O.C. MAX PANEL L (F MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH LENGTH T. -IN.) (FT. -IN.) 11 -0 11 11 - 0 __....... _.__._..._._ _-_ 8 - 8 -- - - _ -- — 8 8 _ -- _ 10 - 6 8 - 10 - 1 10 - 1 8 _ -8 9 8 9 - 9 8 -7 9 -5 - - _._._...._... -- 8 8 - -- 9 - - -- - - 2 -- - - 6 - 10 8 - 9 6 -6 6 -3 _. 5 _ 9 .____.__.__. 5-3 4 - 11 _ — 4_ 7 4 - 3 8 - 4 7 - 11 7 -3 7 - 4 7 - - 1 - - -- 6 -11 6 - 3 6 - 6 3 -7 - --- - 6 -3 3 - 5 - - -- 3 - 3 - -- - -- -- - ... - 5 - 11 3 - 2 5 - 8 3 - 0 4 - 0 3 - 10 5 -5 5 - 2 5 - 10 5 -5 5 - 0 4 - 7 4 - 3 4 - 0 _ -_ - 3 -9 3 -7 3 - 5 3 -3 2 - 11 2 -9 INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" = 1' - 0" OPTIONAL HANDLE LOCATION oA 3/8 "B HOLE FOR FASTENING PANEL 9" x 3' x 1/4" x i' - 1 -1/2" ALUMNUM ANGLE 0 1-//2 - x 1 -1/2" AL. STUD ANGLE a" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 "9 POWERS CALK -IN W/ 7/9" MIN. EMBED. IN CONC. Cal 3" O.C. OR 1 /4 "Q• POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3' O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX. PANEL LENGTH OF 11' -0 ". G STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" PRODUCT RENEWED as Bidding complying the Florida AcceptpanceNoO2 —Og 2c> ,07 Eipiratioct Date • e . - 8 Vi. KNEZEVICH PROFESSIONAL ENGINEER FL License 10063 1 2002 . • O F 0 z I 3 z 0 a [date 07/(9/99 Scale AS NOTED design by VIK (drawn by l MC checked by V :K drawing no. 99 -097 sheet 3 of 4 FASTENER ANCHOR SCHEDULE DESIGN LOADS AND SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS LOAD (W) MAX (SEE NOTE 1) ANCHOR TYPE LOAD (v,W) M AX . PSF (SEE NOTE 1) MINI. 3/4• EDGE DISTANCE SPANS UP TC 5' -6" (SEE NOTE 1) SPANS UP TC 8' -7" (SEE NOTE 1) SPANS UP TC 11' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 O O TYPE 2 48 11 11 8 8 11 TYPE 2 7 11 8 48 f � 62 72 11 11 11 7 7 5 11 5 12.5 12.5 1/4 - o WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PER ?, WOOD OD GRAIN 11 11 7 11 5 - 7 4 11 11 ■ 111 tail 111iMIIIII> 92 11 8 6 11 72 3 70.0 . 230 11 6.25 / � 6.25 6.25 6.25 6.25 / 11 6.25 6.2S� 6.254 6 4 . ' r / 6 4 4 3 4 11 6.25 6.25 6 4 4 74 V 5 k Fll 1 4 8 62 6.25 6.25 5/16 "0 0.0. BRASS WOOD BUSHING W/ 72 6.25 5 1/4 - 20 SIDEWALK BOLT (3 MIN. MB 92 6.25 4 3 /- T 1" MlN. EEN EMBEDMENT €N T 230 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS r- ANCHOR TYPE LOAD (W) MAX (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TC 5' -6" (SEE NOTE 1) SPANS UP IC 8' -7" (SEE NOTE 1) SPANS UP TC 11' -0" (SEE NOTE 1) SPANS UP TC 5' -6" (SEE NOTE 1) SPANS UP TC 8' -7" (SEE NO1 1) SPANS UP TU 11' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 CONNECTION 1 TYPE 2 3 CONNECTION 1 TYPE 2 3 CONNECTION 1 TYPE 2 3 ONNECTION 1 TYPE 2 3 CONNECTION 1 TYPE 2 3 3 3 -1/2 48 12.5 1 -3/4 12.E 12.5 12.5 12. 5 9 5 4 8 S.2512.5 5 12.5 5- 7 8- 5 6.25 5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.S 11 7 12.5 10 5 - 7 0 11 a ■ 111 tail 111iMIIIII> 62 12.5 2-3/3 3 3 10 2 72 12 ' 70.0 . 9 1/4 "0 ITW TAPCON WI 1 - 1/2" MIN. EMBEDMENT 12 3-1/2 3 1/2 - -- N/A 4. 12.5 12.5 12.5 12.5 5 9 7 92 12 5 3 rd 12 5 7 3 11 12 8 12.5 4 3 9 8 12 9 8 6.25W ' 4 114 3 3 12.5 10 12.5 7 12.5 11 4 12.5 12,5 10 12. 6 • S 1 A 7 4 /, Ai � ' 5 4 5 230 ' w °A1 ut t ii'' Rouquittiu 2. � 1/4 " ELCO MALE/ FEMALE "PANELMATE" WI 1 - 1/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 8 6.25 5 4 12.56.25 : 62 12.5 10 B 12 12.5 10 7 4 10 8 625 12 10 72 12.5 12.5 1 7 6 10 8 12.5 12.5 . . 4 92 ' 3 230 5 12.5 r, 12.5 12.5 5 12.5 ,'; 12.5 10 S 12.5 0/ 8 8 S 12.512,5 r 12.5 12.512.5 i � S 12.5 10 - 12.5 " 48 62 12.5 12.5 12.5 12.5 8 12.5 5 6.25 12.5 12.5 12.5 12.5 9 12.5 • 10 l/4 POWERS CALK - IN W/ 7/3" EMBEDMENT 3.1/4-20 STAINLESS STEEL MACHINE SCREW 72 12.5 12.5 11 12.5 7 12.5 4. 5 12.5 12.5 125 12.5 7 12.5 9 92 12.5 8 8 125 5 12.5 3 4. 12.5 10 12.5 12.5 5 12.5 7 230 11 1 3 11 3 11 � 3 12.5 3 6 12.5 3 12.5 6 6.25 4.8 6.25 • 6.25 6.25 • 1 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25. 6.25 p U 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6. 251 6.25 S 6.25 6.25 6.25 6.25 4 6.25' � 6 5 4 3 1 /4 "a POWERS ZAMAC NAIL - IN W/ 1 - 1/3" MIN. EMBEDMENT 72 b.25 6.25 6.2S 6.25 92 6.25 4 6.25 6.251 4 6.251 6.25 4 6.25 230 5 � r 5 '�� ,� g 6 6 6 p 00 uJ C.) O 0 J O 3 • 48 12.5 11 10 12.5 6.25 4 7 S 4 9 7 6.2 5 3 3 � �� / r % O rA/ �� �/ 12.512.`. 0 9 4 a 5 3 10 7 5 4 FA ar, , ' � � / 4 A 4. 4 6.25 5 4 3 7 il1111111111111111111111111111111Us 6 2 7 2 1/4"50 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 92 7 3 ' ' / 3 230 UMW , w,mummi II . 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1-1/4 MIN. EMBEDMENT WI TH 1/4 -20 MACHINE SCREW OR WINGNUT 4 8 12.5 12.5 12.5 12.5 5 11 4 4 12.5 10 7 4 i • 6 3 • 6,25 6.25 5 / r 11 8 7 6 `- 9 12.5 7 6.25 5 6.25 6.25 6.25 6.25 6.25 6.251 5 12 5 12 10 8 ��, 10 9 7 4 S 4 6 3 : r a'A 74 ' 74 , 3 /// 4 AV,' 7 5 4 3 6 12 9 8 10 3 12.5 12.5 10 7 4 12.5 10 8 6 2S 12.5 12 10 � 6.25 3 3 / //�� : 12.5 9 lar 6.25 S reA' 62 72 92 230 48 12.5 3 ' 1/4 "9 POWERS W/ 7/3" CALK ,r 12.56.25 12.5 -IN 62 12.5 72 12.5 4 4 , 6.25 6.25r 5 6.25 8 7 5 ; f , //. //� A 6.25 5.25 12.5 12.5 5 i ii 9 a 11 4 3 10 8 5 74 4 EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW 92 230 43 6.25 62 6.25 62 6.25 7 3 ' 8 70 i 3 % 3 / 6.25 6.25 6 25 6 6.25 25 fi 25 5 f 3 74.25 3 6 : 2574 4 4 5 A 3 ► / 4 M 1 1/4 "a POWERS 4 3 6 4 r 4 i/ f 6.25 / 6.25 / 4 5 6.2`_ 3 6.25 / 6.251 6.251 / Oa 5 6.25rA 4 ZAMAC NAIL - IN W/ 1 - 1/8'• MIN. EMBEDMENT 72 6.25 230 07/19/99 scale AS ,NOTE° design by drawn by tic drawing no. 99 -097 0 C a. 0 0' 07/31/02 15:35 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE SELEC LOA , D GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK CHHEDULE OR BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS' SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE•EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 lq DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10..k DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. PRODUCT RENEWED co aplyiag N 74th the FSot cht Buidfag Code AccvtaaceoOZ -0 $Z N 6. 07 Expiry DateO Q,V .. By Miami Divtaioa Caefrol sheet 4. of 4 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE SYSTEMS 1 S. 2 SYSTEM 3 GRADE (IN.) MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3, 3 3 -1/2 11 - 0 1 -3/4 3 3 N/ A 2 50.0 5- 7 8- 5 2 -1/4 2 -1 3 3 2 -3/8 2 -3/8 3 3 -1/2 3 -1/2 3-1/2 -1 / 2 N / A -7/8 1 -1/4 1 -7/8 - - -- -- - - - --- - - _ - - - 3 3- 3 10 - 6 • 60.0 5 - 7 2 -1/4 2 -3/8 3 -1/2 1-1/4 - - -8 - 5 8- 3 ._._..._.__. 2-1/4 3 3 2-3/3 3 3 3-1/2 - ..__... - 3 -1/2 N/ A 2 10 - 1 2 -1/3 3 70.0 . 5- 7 s_-__s_ a. 8... 9 -9 2 -1/4 2-1/4 3 3 2 -3/8 3 3 3-1/2 3 1/2 - -- N/A 1 -1/4 2-1/3 - -- - - - ._..... 2-1/4 _3 07/19/99 scale AS ,NOTE° design by drawn by tic drawing no. 99 -097 0 C a. 0 0' 07/31/02 15:35 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE SELEC LOA , D GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK CHHEDULE OR BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS' SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE•EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 lq DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10..k DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. PRODUCT RENEWED co aplyiag N 74th the FSot cht Buidfag Code AccvtaaceoOZ -0 $Z N 6. 07 Expiry DateO Q,V .. By Miami Divtaioa Caefrol sheet 4. of 4 M l A MI.OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 02- 0625 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 \VEST FLACLER STREET, SUITE 1603 ' MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2905 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets I through 5, prepared by manufacturer, dated 9/5/97 with revision E dated 7/31/02, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA •# 01- 0417.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 25.01 2, 2001 2,2002 Page 1 COMPARATIVE ANALYSIS WIDTHS FOR: XX CONFIG. HEIGHTS 80.000 (7) 84.000 (7) 95.500 (8) 48.000 (6) NEG -102.6 24.000 -96.9 NEG -83.6 POs 60.D -83.6 60.0 POS 60,0 60.000 (8) NEG -85.8 30.000 -80.9 NFG -69.4 POS 60.0 -69.4 60.0 POS 60.0 71.750 (8) NEG -60.0 37.500 -60.0 NEG -60.0 POS 60.0 -60.0 60.0 POS 80.0 COMPARATIVE ANALYSIS WIDTHS FOR X CONFIG. 80.000 (7) 84.000 (7) 95.500 (8) 24.000 (2) NEG -102.6 -96.9 -83.6 POS 60.0 60.0 60.0 30.000 (3) NFG -85.8 -80.9 -69.4 POS 60.0 60.0 60.0 37.500 (3) NEG -60.0 -60.0 -60.0 POS 60.0 60.0 60.0 95 /2 MAX. HEIGHT 36" 13" MAX 6' MAX. r- . 37 :1/2" MAX. WIDTH ---- 25 11/16' MAX. DAYLIGHT OPENING 6" MAX. --A 13" MAX. O.C. 1W. HEAD & SILL 2 POINT \ LOCK OPTION X / / / / / / / / /. / / NON- IMPACT DOORS ® TYP. BOTH JAMBS 13 1/4' HINGE CENTERLINE 13 1/4" HINGE CENTERLINE 84 5/8' MAX. DAYLIGHT OPENING 47 3/4 HINGE CENTERUNE 95 1/2' MAX. HEIGHT 13 1/4" HINGE LOC. 36' 13 1/4" HINGE CENTERLINE - TYP. BOTH JAMBS ® 6' MAX. --- 13" MAX. O.C. 1W. HEAD k SLL 1.) GLAZING: 3/16' TEMPERED 2.) CONFLGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. VEGATIYE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSIT,VE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -93. 4.) ANCHORS: HEAD & SILL; MAX. 6" FROM CORNERS. (XX ONLY) MAX. 6" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE, MAX. 13" SPACING. JAMBS; • MAX. 6" FROM CORNERS. MAX. 13" SPACING. (STAGGERED - SEE SHEET 4) 5.) WW1-DADE COUNTY APPROVED HURRICANE PROTECIVE UNIT IS REQUIRED. 6.) SEALANT TO BE APPLIED AROUND FRAME & PANEL CORNERS. DEAD BOLT & LEVER HANDLE. 7.) REFERENCE TEST REPORT: FTL -2333 8,) SEE SHEET 2 FOR SECTION DETAILS. 25 11/1$" MAX. DAYLIGHT OPENING.. X _a- 3 71 3/4' MAX. WIDTH l 1.-- -I- 2 POINT \\ LOCK OPTION / X / / . / r / Pot en L Cork, P.E. Pt X34712 structural 13' MAX. s' MAX. 13 1/4 HINGE - CENTERLINE TYP. BOTH JAMBS 47 3/4' HINGE CENTERLINE TIP. BOTH JAMBS TTP. BOTH JAMBS ANCIHORAGE DETAIL SEE NOTE 4 INDUSTRIES 1070 TECHNOLOGY DRNE NOKCMIS, FL 34275 P.D. BOX 1529 •`1OKCIAIS. FL 34274 84 5/3" MAX. DAYLIGHT OPENING F.K. Rem Dr F.K. D.B. Oren O D.B. Tat*: SIX e af6(e FD-101 7/31/02 Or1c 1 /28/O 1 1/1100 4 5/9 7 NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF ANCHORS PER SIDE 111 7/16" GLASS BITE � O SILICONE GLAZING BEAD GLAZING DETAIL E -A00 ANCHOR LOC. Re»et%on�: ADO SMT 5 do TABLE Ravuions: ADD 2P LOCK Oa»pt,: EXTERIOR ELEVATIONS - ALUMINUM FRENCH DOOR NTS Shut: 1 of 3/16 TEMPERED GLASS 5 Approved u crnmplyir.G with Iy 1crida : u 4 i^tt ale Date �e NOM_ Q ,,p • 62is,a1 Dnese Prnfuct Coa1n44 D :rbto• 8y `�rL, X & XX pre wog No. 944 Pay! ,. 01, alp IR Iu,I imu ' llu �mh w e I. l dliu mm ill'u II II 11711 11311 I °1111 ;11!11, 111111 Ilu■II oau II�11�1 it lillh ! , pp I" lnuu; 11111 ,,,nn Il��pl IP EXTERIOR 95 /2 ". MAX. HEIGHT 3 93 5/8" OVERALL PANEL HEIGHT 84 5/8" MAX. DAYLIGHT OPENING i 1.489 VERTICAL SECTION ACTIVE PANEL EXTERIOR 71 3/4" MAX. ''WIDTH 25 11/16" MAX. DAYLIGHT OPENING V(P. (2) 68.264" OVERALL PANEL MOTH HORIZONTAL SECTION -- XX CONFIG. ExTE ./oR_ 25 11/16' MA. DAYLIGHT OPENING 37 1/2" MAX. WIDTH HORIZONTAL SECTION — X CONFIG. f/A "d Robert L CSOr1. P.E. PE j39712 Structural INDUSTRIES 1070 TEC1iNOWOGY ORNE NOKOMS, FL 34275 P.O: BOX 1529 NOKOMIS, FL 34274 • F.X. 7/31/02 Red gy bate. F.K. 01/28/02 oo .: D.B. 71/17/00 axon By na te: 0.8. 9 5 97 De.v SECTIONS TUe: Serer /AtoQct; ED -101 I NAQTIVE PANEL L E —ADD MAX. D;M. S Rav:ilons: NO ONG TN's air Rcr:sanx ADD 2P LOCK ALUMINUM FRENCH DOOR S e: Sheet: NTS 2 or 5 Orowirl No. 9 44 3' i AN :raved ei csroV4iif with the Florids it l g - Date NO AIL ML m9 Usde Praduct C U�. oa By Rev: J ►ji II I l u p l l �I 114 � 'IIII� 1 1 1 11 tre IIII @I / 7/1//5z- Robert L_ C10-c, P.E. FE /39712 Structural INDUSTRIES 1070 TECHNOLOGY DRNE t1OKDlMS. FL 34215 P.O. EiOx 1529 NC KOMIS. Ft 34274 Ceacr;ptian: rue: Saner /VoCet FO -101 12 POINT LOCK OPTION) F.K. 7/31/02 E -NO C1-1G THIS SHT Kevad 8y: &ate: Revraion.5 F,K. 01/2e/02 NO OHO THIS 5HT Rv act 8y: Ca.e: Re4]; 1177 p .8. 11/17/00 ADD 2P LOCK Ora .n Br: °97,2/97 D.B. ALUMINUM FRENCH DOOR Sco'e: NTS Skeet: 3 a 5 Aputuvd ya cneplyina with Ile 1 - 1 dis Ettidint Cbds D� �e 1NIasnl [We Ynrlrct C DI By Droinnq P(a. GLAZING DETAIL & EXPLODED VIEWS 944 Rcv: 1 l/4" MIN. F #10 WOOD SCREW 3/16" CR 1/4' WI #12 HO TAPCONS (SEE NOTE 2) I l 1x WOOD BUCK r 1/4" 1 1/2" AN, MAX. _— TYP. HEAD [ANCOR FASTENERS ARE STAGGERED IN JAMBS TYP. JAMB 3/16" OR 1/4" W/ #12 HD TAPCONS (SEE NOTE 2) 1 1/2" MIN. 1 1/4" MIN. X10 WOOD SCREW Y MIN. 2K .W000 BUCK 3/16 OR 1/4" W/ 112 HD TAPCONS (SEE NOTE 2) A • • TYP. SILL 1 1/4" LAIN. 1/4 MAX. TYP. HEAD TYP. JAMB G1?OUT MUST TRANSFER SHEAR LOAD TO SLAB. [ 1/4. MAX. MIN. 2x [t� W000 BUCK ITEM DESCRIPTION PGT; 1 DOOR PANEL, HEAD /SILL (AL. 6C63— T5/.062 WALL ) 2 _ DOOR PANEL, JAMB (AL. 6063— T5/.062 WALL) 60376 3 DOOR PANEL, ASTRAGAL FAT. 6063— T5/.062 WALL) 60377 4 .250 x .187 FINSEA STRIP 679240 5 WS1P CHANNEL (A1,. 6063-- T5/.050 WALL) 60379 6 FRAME JAMB (AL. 6063—T5/.050 WALL) 50380 1 /4 " 7 _ FRAME HEAD (AL. 6063 - 15/.052 WALL) 50411 MAX 8 SILICONE 52899C 9 OUTSW. THRESHOLD (AL 6053 —T5 /.050 WALL) 61069 1Q 5/16x18 THREADED ROD 6TRODA 11 TRUSS CLOMP (AL. 6063— T5/.062 WALL) 603781A 12 16x1/16 TRUSS WASHER 7W,1S1 -{q 13 5/16x18 TRUSS NUT , 7JNUTA 14 FRAME SCR. COVER CAP 41722V 15 STRIKE PLATE 7FRSPX 16 STRIKE PLATE INSERT 41721 17 110x3/4 SCR. FLT. HD. PHIL 71034A 18 HINGE ASS'Y. 7FRMOW 15 jlOx1 FLT. HD. PHIL 20 / FLT. HD. PHIL 71OX12PFW 21 TOP /BOIT. SLOE BOLT LOCK 41720 22 5x l 2 FLT. HD. PHIL. 7612FW 23 8x1 1 2 SCR. PN HD. QUAD. 78112A 24 6 x 5/8 Ph, F1. SKIS 7558PFA 25 LOCK SUPPORT ASS'Y. 4U6LOK 26 1x WOOD BUCK Lx.1 710XIW ] 4 FLT. HO. PHIL 7634E 27 .200 x .190 QLON 28 . x .190 JLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTIVE) 31 LOCK (DUMAN) 32 DEAD —BOLT LOCK 33 3/15" TEMPERED 34 SEAM SEALER 35 3/15' GLAZING BEAD 36 2 POINT LOCK OPTION 7/ Rabnrt L. Clark, P.E. PE 139712 Structural 60200K 6 300W FO3PTAY 7L OKAP 7LOKIP 78LTIP 2 1 5SM56W 5517Q 8 (4) 7978tAB 1 (1) NOTES: 1. 8.0.M. QTY'S IN BRACKETS ARE FOR X CONFIGURAT1ON 2. USE M ALI —DADE COUNTf APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET I OF 5 T r INDUSTRIES 1070 TECHNOLOGY DRIVE NOKCr4IS. FL 34215 • P.O. BOX 1519 NOKOM.1IS, FL 34274 F. K. Rersct 8y: F. K. R.e.sa Oy D. a Pre •.+1 ey 0. Et. D. scrptsorr LID CAT. N 2 each door top & hot. (1 /door top & bot. roil) 2 /ea. door top & bat. rail) 2 eo. door to & bat. rail 2 ea, door top & bat. roil) frcurte iambs 6 Win — hin.e —door 'amb (5 /hinge &hinge- -frame jamb) 1 0 to bat. of I.h. ostro al) 2 slide bolt (oaks) FASTEC INDUSTRIAL 6 tread & sill) FASTEC INDUSTRIAL 2 bar. bead, 5 /ver. bead) AQUA FASTENERS 1 lock VINYL TECH. FASTEC INDU STRIAL 1 os ro.als fr. 'ombs & head) SCHLEGEL CORP. os'ra.als & frame jcmbsL SCHLEGEL CORP. • r.h. astragoi) VINYL TECH. • r.h. astragal) HARLOC ® l.h. ostro •al HARLOC R) r.h. astra•oI HARLOC PPG. LOF SCHtNEE I,rOREHEAD (used w/3/16" gIcss) FLORIDA SCREEN SULLIVAN & ASSOC. Dote: 0 1/28/02 Oats: / 17/00 Cwt.: 9/5/97 y31/02 £ —CNC TO TAPCONS Revis�orts: NO CPC THIS Stir Rcv�s�ons: ADD 2P LOCK ANCHORAGE & B.O.M. ALUMAX ALU MAX ALUMAX Dtre: ALUMINUM FRENCH DOOR Serirs,Noda$ FD -107 Sca'e: NTS Sheet 4 a► 5 VENDOR FASTEC INDUSTRIAL FASTEC INDUSTRIAL VINYL. TECH. CAMCORP VINYL TECH, MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER VINYL TECH. Dste NOM 121•,4.1 L,.dr truduct (. W ralu, Or ��'1� /ill o0.4, .Ne, 944 VENDOR ,f AF -10375 AF -10376 AF -10377 SCHLEGEL CORP. FS7924 -187 ALUMAX AF -10379 ALUMAX AF -10380 ALUMAX AF -12376 DOW CORNING 899 ALL VAX AF - - 12375 FASTEC INDUSTRIAL __ ALUMAX AF:10378 41722W 41721 41720 4UBLOK 0200X190 0375x190 FO3P TAY 100 880 820 5. 05 -005 Apr ry ed as corupfyiag wlu, the Florida 13 o ., e • • .r. •, 1.750 — r -- .052 4.000 0 MGR PANEL HEAD It SILL 6053 —T5 . ALUM. .250 -J f---- 5 O WEATHER STRIP CHANNEL 6063 —T5 ALUM .125 — 18 HINGE EXTRUSION 6063 —T5 ALUM. 1.750 --- - .062 Q DOOR PANEL JAMB 2 6053 —T5 ALUM. 1.500 .750 F-- t1 TRUSS CLAMP 5063 —T5 ALUM. 4.100 1.272 .062 — i .050 3.000 0 FRAME HEAD 6063 -15 ALUM. Robert L. Clore. P.E. PE 33712 Siructurol 4.675 4.100 3 0008 PANEL ASTRAGAL 6063 —T5 ALUM. 1.479 1NDUSTROES 1070 TECHNOLOGY DRNE N0KG1AtS, FL 34275 P.O. BOX 1524 NOKGIJIS. FL 34274 .489 1 i 1 1.750 3.000 .050 --- OUTSrYING TIiRESFOLD 6063 —T5 ALUM. 3.000 F.K. Of /02 E —NO CHG Ti HS SHT Rarstf f'Y hats: Rs W F.K. 028/02 ADDED StiT 5 OF 5 R.crA'� E . RQvil:ON: 0. 1 1/17/OG ADD 2P LOCK Dram 8y: Dote: F.K. 1 1/20/01 Ckscrip lion: EXTRUSION PROFILES Title: ---- 1.489 1.480— .050 ALUMINUM FRENCH DOOR Series /lladah. Scoter 53-, cat: Dnowing No. FO- - -!01 N TS 5 ae 5 944 ly FRAME JAMB 6063 —T5 ALUM. Appr tcJ u nraldytri WW1 the Der to ui�tt e Der Miami LyCe Proluct rol Of ' o J Rev ;f 1 11 lu 1,3 Ill& mm �IIIP, III!II� 1111 Illipl 1111 IX12 II �JI 11191 illy 11110 Ili I IN 7111 1111 qll ,11111 1111 it 811 117 7111 JIIi' e 1 111191 'ent By: POT INDUSTRIES - PRODUCTION; MIAMIDADE BUILJTtNG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL l)IV1s.ION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1 070 'Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable mules and regulations governing the use of construction materials, The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the A111 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke, modify, Or suspend the use of such product or material within their jurisdiction. 130RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SGD - 2500" Aluminum Sliding Class Door • APPROVAL DOCUMENT; Drawing No. 757, titled "Aluminum Sliding Glass Door", sheets 1 through 9 of 9, prepared by manufacturer, dated 7/17/01 and Iast revised on 5/06/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade • Cormty Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT IIA'tl'JNG: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or city, state and following statement: "Miami -Dade County Product Control Approved, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has ben a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER'TJSEM.ENT: The NOA number preceded by the words Miami - Dade County, Florida, and followed by the expiation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire N and shall be available for inspection at t This NOA revises and renews NOA mentioned above. �\ \ The submitted documentation was • wed b Ish + 4(: nda, P,E. 941 486 0907; 04 Jun 03 7:26Pu;Job 251;Page 2 hl bed rovided to the user by the manufacturer or its distributors 4riuc` of the Building Official. of this page 1 as well as approval document , MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33l30 -1543 (305) 375 - 2901 FAX (305) 375 -2905 NOA No 03- 0123.08 Eipiration Date: May 22, 2003 Approval Date: May 29, 2003 Page 1 91 1 /f ' w.K. ela ttacNT +� 1 7i" VAX.. a C. NON - +MPA * !s /N H.--- 2 SA ' MAX. S •j 1 i a' s` UV_ 1.) V.AZAV: 1/4` TaiPERED & J /15' 1114r-0 (SEE CIAIPARAITYC 4L AiliAltSfS TAXES) • cc;xt - 6 1 .0 1 0a - ax x x 0X0, axx, xxx, CVO, Qxcr, xxxx 3) TEST RUv 1S c! h'ESFCC F14'E DEWAI PRESSURE RAT : 5EE COP JRA T? J.'M:t Y51S was GIN SHEETS ? ct 8, G.) -J102. +60 -60 Ps F. 0/ VI/ G7A5S & JL{ 4.1J F1Z -3rIf„ t50 P.S.F_. - 30 P.5; F. 'IV 3/r6r GLASS e# tttatih.'dt RrINF0F5CEUENT j Fri.- -51I7. +35 PS -F. -15 P.S.F. ! (16T GLASS R C t NT 4,) NKIKRACE: CCURE ,4NC'f10R5 FER WC.,4 TA244 FOLLC KW _Si f - 2 3/4' UM. FA EACH F a' VAX FRO £+C11 AirtTAW R. CEIIIERLAW ��� 16" � W. � yyi C. �� O r F 1 � JI K R 1 . 441 SE A � YA - 6' X. flWf E CORNER I 4 Aux. Q_C • SMJ11ER P t ENR icrr 2cWE aw) S?ivr vii A.1-?E f EP. PO ALL M .1 MR/ TS ek PANELS SEALED *7Th SCIMYEElliO eE SE41.19C. T.) 51LL P SCR TO L3E" AI MAK t2 FRO i END Na'L' 2•' {kT aNTER Rat L.. item, P E PE 1 3'5712 441 0/ rECAL toc. new Ate'. C}E F,42 1 NG iw7L.06Y CfL �f Nook - csx5, f.. i 7i _ t4 Fir kw. CK UGhT OPENWG r, l X. 3 ELEVATION & NOTES -- 2 I /4' COME F,1:sTI RS iv7) ehof totrat feu. 1+ A L & ..4.405 {MME C w. J E Aii,AL rSr S FASCES rA S F eEU'S 7 d t Tom of w rnfs /12 SCECY [ i J/I 6' CIO rockvito SEE DETAIL 9ELOw 96' LAX DOOR EAtair edit ; R. 41 fl roliw iL,iraric 4/2/CU FY. Cs4 /$/D3 7/0 I F.K. 4/22/03 ,. , .+a+.MAIN Acri4ae r 1 . 3.4 Y 1 -v .. are .4 1Z 4J Ghibf ALUMINUM SL DING GLASS DOOR rodei S4Zr4, - -2,500 l NTS 1 a 9 757 tfrnAwis.r 144groUS r QT& 1 AVEALJI.C112t4 02X232) yalgra_lf,C,Rf S Vi J-U7 A 1 P/4 WX 0101,44-ri PPOCA. OPEtInd 2 Ole Gstfitra OCKr. scE c04/FARAS&C Ah.41.195 95" Hinfee4 0 - ND. 111111 -^-011.■ 44 11 kt.1". CIOUGHT OFV Tyr_ C4,) 54"CjKlit itA2MS' (..4 htikrtUFITAL GOO~APO/15 StKAN it Thor 4 PANCL DEW_ 5g44A0 CreP6S7E E FP? TiOor ailAr?C-.47&S. 1157 FraVRES; P I 5 frE-3/ t* MAX_ aktte:AfT cenae, IV: (4) 44 fAr 44M.K. tALK17 OPG1.4 7V. Cl) sE• hpr ec (SWLE 443EPLOCK) 1fLEWIEQ59a6f2alair2f.E2CCEJA3200 Robtri L. (m*, P kE P1) Sizoctx HV?izotfrAL SECTION (ox;4T ftEt E iii1E2310C 112E71.tirAL<RntL022V2a ExTEF7014 T 1tOUSfRIES ram Itamatoqr 4C4 Fl Drtra 40 yr 14.4-t PM(1 100714 42 Ver AVr. PAma. won/ .. ;yr APIr qp- F,K y'? F_K. 1 4/43/03 0 lie *St PANEL peartd 141)0 Pvtr 512/0 CkL/2 cr,"Ecr $a-Tr ' HORIZONTAL & VERTICAL SECTIONS ffe. ALUMINUM SLIO1NG GLASS DOOR !OP fl 0_ ErAC ficx0,415, a .14214 S ' N TS 2 9 , 75 7 ailptypan • orapopg vie 414t •.14.4 -11-1 I-3 -O IOW 1^1,41 Wed rt { ?) TRACK CLIP ASSEMBLY INSTALLED QM EACH ACIZ PANEL AT ME ! TERKOCK POSTRo TO SECURE THE ACTIVE PANEL TO ?T'S RESPECTIVE Slit 7RACt' (2) FIXED PANEL ERACKE iS . 4S TALL E© ON EACH FIXED PANEL TG A7 CH °FXED PANEL TO FRAME' JAB' XXV 0,3 NxSrALL W/ i f1Q x 1" 5MS (2) 65 114" (1) FIXED PANEL COP (TOP) ,/*STALLED Ceti EACH- FIXED PANEL AT THE WTERLOCK POSITION TO ATTACH F? it D PANEL TO FRAME HEAD (r) rrxeo PANEL C (tx)rrow INS ON EACH fiXED PANEL AT THE hVTERLQC'K POS4PPONN TQ ATTAC31 FIXED PANEL TO FRAME .SILL 11 Dorwri 4.1 F.X. Co* 7/9/Q, STALIWI x SMS (6) itil5TALL W/ . fitt� x SAS (6) y ct47 itiNC71111 r L*.*►ire +i*+ it 74644it s,ss.,C44. $.,,,N,. L ei tok.00a MUNI o�5/T /117 GL'RREcr ockLI?i5 OXXX CLIP iee BRACKET ASSEMBLY VIEWS ALUMINUM SLIDING CLASS DOOR REFERENCE TEST REPOR rS: FM —J -- ,3102. FTL —3116, Ff L — .31 1 ?, Fit-3596 I s :2 RE l'7/ rEr. e,rxrx�r c P ear i �z4 s""`i"'`'4 '• "r o"•:•* c , .0 4CACOMS, F; 3x211 NW 44S, 2 1f274 f SGO -25' NTS 3 w 9 757 1 REFERENCE TEST REPORTS: FR. —3 TT 2, Pi-31 15, HI-3117. L -3595 Robert L. U.ert, PE PE tr7712 St ET �raa�rwr�. PANEL & FRAME ASSEMOL IES ALUMNUM SLIDING GLASS DOOR sr��/lcxts� ; Sca/�c 5?..t: Go+e+p rfa. � UJ7 KEVIIWII. act C?? P.0. EC% 1324 ooKrAts. Fi .14215 ,Nicr.oias 2 1417• 5GO --2500 N 4 a .9 r, * T K alias M baripkirt 1.4111 Mf— ,e,fir 160 r-Zci 0,9 t*krba Rll ;prid 7rett4w : 757 0 4 4 61409 6 70 7 T 4 7,6C 47 7117 44 /3T 2 � lorb - i7v t tw Par e? 4i } ■ x . 7 Wslp — Pga Q, i'a' x. P • ,' wit, - Pgt 11 14 .. 2' 1 , AF-T - S!.7 N. .� - ,verrn y_ t r i • ]. Y 7 - h S r. _ F' 4A. fl, $ H4 f r;r:o , ., kV ;e .. 4 ...._.•: .l .12. : •.J. -.. 1L. ' •.a ..0 r i ,.. Su t r fr. 4(4. TES- r . fU' L LENGTH TH RE NFORCE PENT 5 = DOOR H'E161 P.m us 5 " 2. REFERENCE rEST RFPGKTS: FTL -,J i 42, F7i- -31 I 6, F7? - -.31 1 7 ; Ftl - 35915 SEE WYE F. Robert L, t,PE ~Fo�o �+xaur [ f PEAS-MI tam 3IV1 52Pod; 3/16" TEMPERED GLASS } e r TEMPERED GLASS R f:X. 8 #72/03 rte. C 4 /8/as PM? 5 /2 /0 P 84x F3-Z3 M fl. JII7* SG? -2504 84,:9.1 GLASS 3/8" CLASS BITE r Y_ r��'- — F 4/22/03 A:4 tva'Ot1Ci �girrsJi� -Qf1 E $ GLAZING DETAILS & BILL OF Mt T'L [ALU'M /Mt1. SLICING GLASS DOOR san3rlti.sVt sc�c ' SZ,.+t' '�:y xa. NTS, 757 Qs,wtsx l tt.ieS 47.18.3 & `0 3 1.233 .50 r 3.624 x---- -i T 1.000 --61 - ; .233 .59 4 .797 £4763- ALUV. VO.D. 2 TRACT( .750 .052 4.590 I ' I 1.534 �• 06 2 It I 7 = f I 60&3 -T5 ALUM*. SAL 2 TRACK .062 --- .062 .574 - 2.250 605 ALUM. TOP RAIL .890 i 1.61 1.375 2.500 6063 -T5 A,LM ADAPTER, 2 1/2 HI R1SE, St1.L 1.250 6061 -T6 ALUM. r 554 - A -� +-- f ___ 1 .500 1.750 II �. .050 .375 1.218 .062 Tr 1.213 .500 - H 1.25© 606J -T5 ALUM. SILL. ADAPTER, 1 .5/4 -- . 587 3.500 6063 -15 ALUM. JAB, 2 TRACK 6061 -T6 .LUtsl. REMtFORCEbtENT k T . 7. ALL eiMENSONS ARE tN INCHES. 2. REFERENCE TEST REPORTS: FTC -3102, F ft - 31 15, F7 7, FTL 2.562 '1.750 PtotL Calk, PE.; rE1097) str*J 6063 -76 ALU1 • SW. INTERLOC C) 5063-T6 t4 .9. AS M4GAL 7,575 1 - ? . "l 12 5 1 1. 0 �--�-- 12 tusT .375 -- Rasa/ sx F.K. E 47/» Crom R .376 , 062 - -1 K .890 - 6083 -75 ALUM. RoTroo RAIL 608J -T5 ALUM. SCREEN FRAME 0 1 6061 -F6 ALUM. 0 0 0 © I . FIXED PANEL COP (TOP) I C 0 1.750 --- --r-' - .1 Aglawl FY. C • 5/2/01 2.438 1 . 575 606,3- r6 hLJ.. m. ED SYD. L.0CAV1.0 S1ttE .093 - tip. f 11 ' --+- 41.000 -- MAJOR EX 1RUS1ON PROFILES • 2.510-- 1.816 6063-76 ALUM. sru. L3Ot)f3LE WTERLCCK f0151-T6 ALL4. FIXEO PATla CUP (taw rTOM) tweotKs id •+ts+. ri..4d, x a 4122/3 Can ?7,1$35,36 f ALUMINUM. SLIDING GLASS DOOR 9144404 0, 5c.tz %w.t 3 1 Na. :too w n 31 275 Ne r A M r � o rs SCD -- 2500 ,NTS 6 w 9 757 »2 SCREW - N .250 MAX. - EXIE T`P. JAM 3/16" two rAn a`i, SEE NOTE i . I 1/2 �tdJN. 2 x W000 SUCK T 1A!" .441t+f. .250 MAX. H ix WOOD BUCK E TERiOR TYR JA fB 2 x WOOD SUCK I 7/2. 0 r EXTERfOR 12 SCREW - ATTACHMENT OF WOOD CLUCK TO SVSSTRA FE S r BE ENCWEEPED SEPARATELY AND TO BE REOEWEO BY APPROPRIATE 8UUtLOiNG OFFICIAL 1 T/4.. heti F t x W000 fix EXTERIO .3/i6' E1.S° TAPCON, SEE NOTE F. T• 1.) SEE 1410TE 4, SHEET t FUR ANCHOR SPACING. 2.) REFERENCE TEST REPORTS . -5 t 02, FR- 3116, FR.-3117, FR- 3595 1YP. HEAD 3c iLrte, T PE Strxtur4 .250 WX. .250 MAX. 2 .SCREW t V2' EXIEPKW 3/16" ELCO TAPE ON, . SEE NOTE 1. I p. � • € -. TYP. SILL frtx .'*i4 4r itilo F_('. /F /d t .259 kiA,Y. 2 x WOOD SUCK .250 JAAX, GROUT hItiST r,wISTER SHEAR LOAD TO 5L49. MOCA t tiaar W +.whi,g win il. rww liaise Coat 1/2/03 rAARE . F N0 FA 1XAS ` --� ' ANCHORAGE DE AILS INLUUSTRb i ALU ANNUM SOOING GLASS COOR r 01,1141. `° : � u r+ j U - 504 NTS 9 757 COMPARAME M( 1.16iyla,i45EQ4t+ :. • • .. :•.- ►s - .-. ...... m.r 1 . • ;• .. .' ..: PROCA :T: SGO -2540 TEST REPORT: FtL -3118 MOTES: 1.1 Pieqadirs Design Lids based r Compatailys Analysis sod Olio Tilde'? TI* E1304 -06. (and ASTM E. *30004 outside WairpirDsode CCA.‘&11 GLASS TYPE: 3118` T EM PER E D 2.) Pvai i Oetkin Lis based on Weer T s1 Pressure and Gast Tab:es'4STL4 E 1344413 MAX_ sue 192.000 * 96.000 KOH E nd ASTM E 1330 -04 cutside ode Cowell REINFORCED: YES 3) Nvnters us € x i 12 *um' or 31 IT E oo Tspecns_ {SUM. ITE144 18) 4) Two sAdxxs par ion, 214• krill sash cornet it head isxl tin. 6' Iran each =ow at jsc»41 sod *mow) se feirhra: Max. 8" an each aide of oath meeting rail c6nterire. Max. 16 st heed 3O. Mat. 14' spacing st 1err b0.. 5) Humber! in () paferlheses ,re twantbol sarAors par side 6. Dour - -. - and *kilt 1 meet : g. ...atis FI3C C. SEE NOTE 5 DOOR UNIT 'MOTHS (SEE NOTE Ili O UMT 43_000 (5) 72304 112} MOO (18 • 72.630 (12) 108.003 (1) 144.003 (22) 93_033 (16) 144.404 (24) 1/Z030 itc1C41T nog pos txxs r$ {o aeg Pio nail TAA peg pas neg € p pas neg Port 11000 (12} •1213.00 65.33 -89.28 65,33 -54.30 5043 - 120.00 3533 -68-0 65 43.0+3 ` CO - 120 -DO an _se ,n - e 33 -,50.40 w_00 80.000 (12] •105,69 6133 •77 ,42 65.33 -50, CO 500 - 105.68 35 33 47 A2 -63.03 5040 - 106.68 65.33 -77.42 0_33 50.60 !IQ 00 Oii.000 (14) -853t 6133 -81,54 6t.554 - 50.00 50.00 -35.71 35:33 61-64 4.00 547.00 - 1 55-71 -55.33 -61.54 8154 .X 50. IG. > OX. X0, or XX OX0 or }.t OXXO a XXXX s.,1., 111 . s 80.004 (12) CONF )(1.> '5533 65.33 72.000 (12) no Poe Meg -121130 - 109.54 - -12.10 85.33 -78.7G 65.33 .10 5T.9'0 X01, or XX 41.56 6533 -$6.54 6533 -6000 12_000 (12) - 121.00 6.33 106.004 (16) narll 1xi 144.00 (22) aeg pal �. fA 6533 -60.44 60.02 401.90 65.33 x.53 ' 65.33 -50 Oa ea.00 42-10 65.33 43.72: 6133 - 57.917 57.93 CAXO CIF A.)0{ - 121,00 - 109.80 55.33 65,33 144. 0Q 24) 85.33 66.33 4,-0': p3) .i l Ixcs 60.03 nog Del -flaw -80.00 SEE NOTE 6 DOOR UHT IiE 3HT 72170 (12) 1Lvi .A -t tftlEl1, twat11 #i el v I. ' 1.L�1 IJ t4N-: +e 0 qi t oodi !x3636 or OornperutiYet xcqbfsis and Etas Ta ei AST1,4 £1300 -08 (and ASTM E 1300 -04 o4.414ia -O d Ccts'-ty) 24 Pnahe3 Dusio Lao fa Wed NI Ws* Test Pre axe and G-i Tabs MTV E 1304 --96 (sod ASTM E 1300 -94 oitzide lid -fish County) 3.) icgmlbori sr* for 012 acrrw crt 3n Elco Tsipeoria. 4. Two s e.ficts par is Jon, 2 3 kren 1 t 4 ut t la i und ftu t1 eA>01 cactus at jams a;rd 102:t. a' on tact'vx*t at each rnaotkv r. A.9 ceniefkle. Wax. 1 b' t wing at Need . 14 Wet_ 14' apocirv2 at probs. 54 tturbers () pa ck eces are qpertty u4 i:%) x a pot airte 6. Fri 60x414431 mat me-el FEC Code. DOOR MIT wants {SEE NOTE 6) warn (16) cos NQ rES. t. GEWERAL. J/O HEIGHT BOOR 1-1 GHT - 4.7.5" TWO WIDTH = DOOR 'MOTH - -3.75" = DA Yt tGHT OPEr iNG ?.� REFERENCE TEST REPORTS: FTL- -3102, Fit.- 31 t6. Fit. -.3596 tocsd rt r *i: Robert L. Omsk. FE- PE OD t2 orxtar PROc4X r: SGO-2 00 TEST REPORT: FTL -4112 CUSS TYPE: 114 TEMPERED 14,4X. 7E i/2,000 x 96.003 1 Gv R EII`FFORC ED: YES (ALUM. IIE.MS 18 & 19) s16,oy0 (16) fens 9210 55,33 IIN DUST RIES -74.74 66.33 -57. Si0 F. K. a 10/2 F.X. 1023 rfr}truvcr t]FM P.O. 64.1 *.21 h0AtAY5i fL 34211 Al9KCA05, ft 51274 i to2. (2 woo 00.00 5740 OXXO «3174)4)1 MEMO MOOD A* $�.iw *1.... 3 !? �P E4 oMi.i CgrcriaUds COMPARATIVE" ANALYSIS Nw/ REINFORCEMENT ALUMINUM SLIDING GLASS DOOR sx ;S,vas.c sa,c .., O. y .10. - --2soo I 8 . 9 75 7 C OOP &RATNE ANALYyt$ {P .X9 C 7 1r3" w. t13v FQ TT ,. -... t ....... Jam' €)l.JGT: S -2500 er4 Giese T s f fLU E1130-93 TEST REPCRT: FTL4117 GLASS TYPE 3116" TERtPERED NOTES: t.} Neviive €3s.e;rti IcAds bt e x t cut Ocerpor.iitria Arariii (aid ASTtiM E 171-44 ocitAide l ;s.rk1✓tade Couoty) 2-) fbe.idwr Dsrisn iJaoda Coate on Wisisfx Test Pr stt+.xe and Gall- T ct1e s +ATM E 1300-06 FLAX. S #2E : 1 92.404 x 00.0(9 H IG H (and ASTM E 13 i14 a.itei4r PAarr�-Cade Curdy) REINFORCED: NC 14 Nuen-ers are for 1112 screen or 31i6' El a Tona.. 4.) TM) srthara Pe( kraition. 2 3A° fittr. 4%0) oxrses 14 hem sa a`1, i7` from earn come all jants and spaced ■s 1 Max .3" o es#1 sided each weetioci rail aoricrlirje. tea. t 6P' wecfpg at geed R sit. MAOt_ 14" spacing MIarrts, I) Ntarbes in 1) paeori*asa are quaEri#t f cE mochas pet side_ 6.) Roar Me -1_snd width rnusi meld * e th1. F13C C�o3t, - . _ • _ S£E NOTE 6 13406 UMT wcrrhs E H1)1E 0 DOOR UNIT 48.000 (8a r 72.040 (14 96_00 (15) 72.044 (12) 141044 (1e) 144_ -000 (27) (16) 144.000 t24} 1 03,440 (28i Haag' nog pas E nog Dos /p g : 1O IIHKI p.04 ri pad 11.69 Pa+ : POI Fa P noll P 72.(40 (12) -8440 66.33 1 -3232 5222 x44 3544 , 44,00 0.33 - 8222 8222 35_00 35..00 : -84.10 65.33 -8212 2 3503 35.60 80.#' (12) -74.12 65.33 ! -54.19 54.14 - 35.00E 3S.4D -74.42 65.33 -64.14 ! 51.10 45.00 35,00 -74,12 55.33 - 54.19 54.14 3500 35.00 40.000 {14} -60.00 1 60-04 t -43.06 4308 -35 -30 35.00 � - 50.013 601.40 - 43Oe 43 .06 45.00 .36.00 ` -E0.C4 614!7 - 43..133 43,ae -.35.0 $5_W cot > ax, xfl, Of xx 0x43 Or XJt?C oxXo or X)091 NOTE - .) GEt'i'ERAL.• 0/0 H&E'G11T DOOR HEIGHT - 1.75" WO WTO fI = DOOR WiD111 - 3.75" 0/0 = DAYLIGHT OPENING 3.) DESIGN PRESSURES UDDER 40 P.S. F" NOT APPLiCA8tE IN !lAW -C)4 CQ JNTY 2.) REFERENCE TEST REPGRFS: F Tj- -3102, Fri - 3i ! 6, Fa - 3596 DUST :ALUMINUM SLIDING GLASS DOOR sawa,yltrcVt tusk.: ` a -..4+f rki ,� �r;?7t s,o -2SOO NTS 9 4 9 757 R t t L. {1+a k, PE. FE1712 ri21 IQ?' rFccfiCt.aY ;;•1E Aerixrtid, FL 34773 A.. 1 0.94 Ar esr, , X - 9 :i/ f03 K. C 4/W0,1 v"° ol` F..)C / /0/01 a 512/0.1 trc r,o rA rra zatcioav COMPARATIVE ANALYSIS NO REINFORCEMENT MIUCIIILT WWI se P14,606 Aawir%sonialn Cztiovisa P 1 Ao■ APPROVED SY: DRAWN SY REVISED SCALE: AS 401,14 DATE: 1 kr, Ito tll -46a 45 • ‹)qt)•2-Soe? d (u t imiouri L1t.,11-1c4 qt...465 IDoc)1 .114 14 1-11T- - 14141 CLAP i (2 fr)-101 4t-di tiNi rhW4c14 PeOPI u1 t4t P,AM Atia wfl1 ct,-AP) L� OZ-a6 01 rA Ls, I C \140-11z.t.D Aget A d4- 41 --41.r P\ie.5 '5.25 ALdv1H\LUft pPPP1 it\J 141411V. rhAq15... 141T4 1LAS6 A 65- Oie3, Oa) Ota 01: 'N 70 O Y THE CONTENTS OF THIS DOCUMENT, ITS EP ti AN.) DRA\AINGS ARE THE COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN COENT OF [`E LA_ LLA9A + I'SSOC!ATES, INC. THE GENERAL CONTRACTOR AND ALL TRACES PEEFOR'.INt WORK ON - 'HIS : .'ROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA'+ ASSOC t �TEU, IiJC, EEFORB COMMENCING ANY WORK. FRONT ELEVATION 12' x 82' +413PSF - 55.IPSF REAR ELEVATION EXIST RIGHT ELEVATION 146'x82' +44.9PSF - 49.1PSF EXIST EXTERIOR ELEVATIONS 1/4" = 1 ' -0" ti / / / / 35' x 93' +44.6 P6F - 503P&F 111'x +483PSF - 53BPSF IUD' x 82' +423PSF - 49BPSF • • • • • • • .. • • .. • • • • 2 EXIST / / / v i EXIST EXIST .._ a4 • 4 • • • • • • • 0 0 0 r L BA 3 EXIST FAMILY EXIST 00 81NK' WA8WER KITCHEN EXIST GARAGE EXIST AI-IU- I J x DRYER F b 3 ■v\)-w- b 1 L -1P At life 1 r „-ic t .-■wasssitwo-mea, lot s ■i16114 DINING EXIST PORCH EXIS r LIVING EXIST AI-111-2 BDRM 3 EXIST � BA ] L EXIST EXISTING FLOOR PLAN 1/4” = 1 ' -0" M BDRM EXIST BDRM 2 EXIST V 1 1ALIAMA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING LIFESTYLE INVESTMENTS 1213 N.E 93RD STREET NORTH MIAMI SHORES, FLORIDA 305 - 674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME FLOOR PLAN DATE 28 MAY 2004 FILENAME COMMISSION NO. 20030213 SHEET NO. A -1 SHEET # 2 OF 10 8 JUNE 2004 C: \D2000 \CONCEPTO \SHORES \Al EXIST D/W PARTITION PAIR 3' -0" 8' -IO• 2'-II" EXIST LIVING DINING FAMILY KITCHEN FOYER M BDRM BDRM 2 BDRM 3 BDRM 4 M BATH BATH 2 GARAGE I -3/8 ALUM /GL ALUM /GL ALUM /GL ALUM /GL ALUM /GL FRENCH (WHITE) W/ SIDELIGHTS SL.GL.DR (WHITE) SL.GL.DR (WHITE) SL.GL.DR (WHITE) SL.GL.DR (WHITE) DOOR & FINISH SCHEDULE C -LABEL /CLOSER DW EXIST DW EXIST DW EXIST OW EXIST DW/PTD OW EXIST DW EXIST OW EXIST DW EXIST OW EXIST EXIST EXIST DOOR & FINISH SCHEDULE EXIST EXIST EXIST 8' -0' EXIST EXIST EXIST EXIST EXIST EXIST EXIST Ex18T EXIST OPJ PARTITION TO REMAiN NEW D/W PARTITION TO MATCH EXIST SYMBOLS 1. 8" CONCRETE MASONRY UNIT 2. 3/4" STUCCO FINISH 3. 1' X 2' PRESSURE TREATED FURRING STRIPS 0 16' C/C 4. FOIL INSULATION R -4.2 5. 1 -5/8' X 3 -5/8' (25 GA.) METAL STUDS 0 16 " C/C 6. 1- 5/8' TYPE 'X' FIRE RATED GYP. BD. 7. 1/2' GYPSUM BOARD 8. batt insulation r - 11 9. 1/2' CEMENT BOARD (DUROCK) 10. CERAMIC TILE II. 1 -5/8' X1-5/8" (25 GA.) METAL STUDS 0 16" C/C EXIST DR TO BE REMOVED EXIST DR TO REMAIN EXIST 8'X12' CONC TIE SEAM • 5 DOWELED 4' INTO BEAM- FILL UJ/ EPDXY GOUT 8'X8' CMU CONC FILLED I TILE NEW TILE NEW TILE NEW TILE NEW TILE NEW CARPET CARPET CARPET EXIST TILE NEW TILE NEW EXIST OW EXIST Dw EXIST DW EXIST Dw EXIST DW/PTD DW EXIST DW EXIST DW EXIST OW EXIST TILE NEW DW EXIST TILE NEW I EXIST EXIST CEILING I HT. * 5 DOWELED 4' INTO FOOTING -FILL W/ PDXY GROUT C.M.U. EXTERIOR WALL DETAIL Rip THE CONTENTS OF THIS DOCUMENT, ITS DCSIUNS AND DRAWINGS _1RF TH COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CQNSENJ OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRACES PEA_FORMIN( vVORy< ON . _HIS'7ROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA e J- 'ASSOC'pJEF, IC'C, BE(OIIE CQ MENCING ANY WORK. . a _ • • PARTITION ASSEMBLY LEGEND iiilib1111l 1111(i1(i11111ii9fk'i'6flii9tifll i" lii1J1i111111144 ` 691111111;BIIII1111111111111411;14,' .,„ X 111 6 4 IZE r • DRYWALL SCREW FASTENED TO EXISTING CEILING SYSTEM 1/2' GYPSUM BOARD R - I1 Barr INSULATION SEE PART ASSEMBLY LEGEND 1- 5/8'X3 -5/8' (25 GA) MIL STUDS e 24'C /C TAPED / SPACKLED 19 EACH JOINT POWER FASTENERS e 24' C/C SEALANT CONC SLAB INTERIOR PARTITION SECTION ■■ • • • •4 3••• .•3 • •a ' a • 3 • • • • • •• t- lr • - 2 11' 1e 4 111 -11 " 1' - 0' / NEW 4' CONC SLAB W/ 6'X6' - +10/10 WWF OVER WELL COMPACTED SAND FILL 1 1 —I 1 I 1 I— III —III T T Y – 1 11 =1 I = 1 11 -I 11 =1 11 =1 1 1 11 1- EXIST GROUND CONC STOOP DETAIL :xi8T FIN. FLOOR N X x ut d) X U1 a L SINK' BA 3 EXIST TO REMAIN FAMILY NEW FLOORING/PAINTING 9' -2' O 0 0 O WASHER GARAGE EXIST TO REMAIN (1 -HR) FIRE - RATEO PART. 12' -4' KITCHEN NEW FLOORING/PAINTING DRYER (Fc) 2'-6' rI 11 •J J 6' (Fc) (Fc) 2 -(Fc (Fc) REMOVE EXIST WINDOWS AND REPLACE UJ/ NEW FRENCH DR AND SIDE LIGHT PANEL (SAME WIDTH OPENING SIZE AS OF EXIST WINDOWS) PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL T1-418 SHEET 3 -0' sou REVISED FLOOR PLAN REMOVE EXIST WINDOWS AND REPLACE W/ NEUJ SL GLDR (SAME WIDTH OPENING SIZE AS OF EXIST WINDOWS) PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL THIS SHEET N 0� DINING NEUJ FLOORING/PAINTING 12'.•2' (EX/8T OFG 812E) PORCH NEW 4' CONC SLAB ON EXIST GRADE REMOVE EXIST WINDOWS AND REPLACE UJ/ NEUJ BLLsL. DR PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL THIS SHEET LIVING NEW FLOORING /PAINTING 1/4" = 1 ' -0" (Fc) X lU EXIST FOYER Al4U -2 EXIST EXIST WIC X 6' -2' BA 1 BDRM 3 NEW FLOORING/PAINTING 11' (Fc) NEW CONC STOOP /STEPS SEE DETAIL T1-118 SHEET REMOVE EXIST WINDOWS AND REPLACE W/ NEW BL.GL. DR PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL T1418 SHEET —, 6 l'-3' c1 / 1[ -1r— - L M BDRM NEW FLOORING/PAINTING BA 1 EXIST 11' (Fc) 6' -5' BDRM 2 NEW FLOORING/PAINTING 2'-6" LIFESTYLE INVESTMENTS X W X u1 i0 X EA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING 1213 N.E 93RD STREET NORTH MIAMI SHORES, FLORIDA 305 - 674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME FLOOR PLAN DATE 28 MAY 2004 FILENAME COMMISSION NO. 2003 SHEET NO. A -2 SHEET* 2 OF 10 8 JUNE 2004 C: \D2000 \CONCEPTO \SHORES \A1 I L *5 VERT g EA FILLEC CELL PROV DE DO TIES AT 16' C/ TAIL MASONRY ; NEW S'CMU INFILL EXIST D/W PARTITION PAIR 3' -0" 8' -IO• 2'-II" EXIST LIVING DINING FAMILY KITCHEN FOYER M BDRM BDRM 2 BDRM 3 BDRM 4 M BATH BATH 2 GARAGE I -3/8 ALUM /GL ALUM /GL ALUM /GL ALUM /GL ALUM /GL FRENCH (WHITE) W/ SIDELIGHTS SL.GL.DR (WHITE) SL.GL.DR (WHITE) SL.GL.DR (WHITE) SL.GL.DR (WHITE) DOOR & FINISH SCHEDULE C -LABEL /CLOSER DW EXIST DW EXIST DW EXIST OW EXIST DW/PTD OW EXIST DW EXIST OW EXIST DW EXIST OW EXIST EXIST EXIST DOOR & FINISH SCHEDULE EXIST EXIST EXIST 8' -0' EXIST EXIST EXIST EXIST EXIST EXIST EXIST Ex18T EXIST OPJ PARTITION TO REMAiN NEW D/W PARTITION TO MATCH EXIST SYMBOLS 1. 8" CONCRETE MASONRY UNIT 2. 3/4" STUCCO FINISH 3. 1' X 2' PRESSURE TREATED FURRING STRIPS 0 16' C/C 4. FOIL INSULATION R -4.2 5. 1 -5/8' X 3 -5/8' (25 GA.) METAL STUDS 0 16 " C/C 6. 1- 5/8' TYPE 'X' FIRE RATED GYP. BD. 7. 1/2' GYPSUM BOARD 8. batt insulation r - 11 9. 1/2' CEMENT BOARD (DUROCK) 10. CERAMIC TILE II. 1 -5/8' X1-5/8" (25 GA.) METAL STUDS 0 16" C/C EXIST DR TO BE REMOVED EXIST DR TO REMAIN EXIST 8'X12' CONC TIE SEAM • 5 DOWELED 4' INTO BEAM- FILL UJ/ EPDXY GOUT 8'X8' CMU CONC FILLED I TILE NEW TILE NEW TILE NEW TILE NEW TILE NEW CARPET CARPET CARPET EXIST TILE NEW TILE NEW EXIST OW EXIST Dw EXIST DW EXIST Dw EXIST DW/PTD DW EXIST DW EXIST DW EXIST OW EXIST TILE NEW DW EXIST TILE NEW I EXIST EXIST CEILING I HT. * 5 DOWELED 4' INTO FOOTING -FILL W/ PDXY GROUT C.M.U. EXTERIOR WALL DETAIL Rip THE CONTENTS OF THIS DOCUMENT, ITS DCSIUNS AND DRAWINGS _1RF TH COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CQNSENJ OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRACES PEA_FORMIN( vVORy< ON . _HIS'7ROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA e J- 'ASSOC'pJEF, IC'C, BE(OIIE CQ MENCING ANY WORK. . a _ • • PARTITION ASSEMBLY LEGEND iiilib1111l 1111(i1(i11111ii9fk'i'6flii9tifll i" lii1J1i111111144 ` 691111111;BIIII1111111111111411;14,' .,„ X 111 6 4 IZE r • DRYWALL SCREW FASTENED TO EXISTING CEILING SYSTEM 1/2' GYPSUM BOARD R - I1 Barr INSULATION SEE PART ASSEMBLY LEGEND 1- 5/8'X3 -5/8' (25 GA) MIL STUDS e 24'C /C TAPED / SPACKLED 19 EACH JOINT POWER FASTENERS e 24' C/C SEALANT CONC SLAB INTERIOR PARTITION SECTION ■■ • • • •4 3••• .•3 • •a ' a • 3 • • • • • •• t- lr • - 2 11' 1e 4 111 -11 " 1' - 0' / NEW 4' CONC SLAB W/ 6'X6' - +10/10 WWF OVER WELL COMPACTED SAND FILL 1 1 —I 1 I 1 I— III —III T T Y – 1 11 =1 I = 1 11 -I 11 =1 11 =1 1 1 11 1- EXIST GROUND CONC STOOP DETAIL :xi8T FIN. FLOOR N X x ut d) X U1 a L SINK' BA 3 EXIST TO REMAIN FAMILY NEW FLOORING/PAINTING 9' -2' O 0 0 O WASHER GARAGE EXIST TO REMAIN (1 -HR) FIRE - RATEO PART. 12' -4' KITCHEN NEW FLOORING/PAINTING DRYER (Fc) 2'-6' rI 11 •J J 6' (Fc) (Fc) 2 -(Fc (Fc) REMOVE EXIST WINDOWS AND REPLACE UJ/ NEW FRENCH DR AND SIDE LIGHT PANEL (SAME WIDTH OPENING SIZE AS OF EXIST WINDOWS) PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL T1-418 SHEET 3 -0' sou REVISED FLOOR PLAN REMOVE EXIST WINDOWS AND REPLACE W/ NEUJ SL GLDR (SAME WIDTH OPENING SIZE AS OF EXIST WINDOWS) PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL THIS SHEET N 0� DINING NEUJ FLOORING/PAINTING 12'.•2' (EX/8T OFG 812E) PORCH NEW 4' CONC SLAB ON EXIST GRADE REMOVE EXIST WINDOWS AND REPLACE UJ/ NEUJ BLLsL. DR PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL THIS SHEET LIVING NEW FLOORING /PAINTING 1/4" = 1 ' -0" (Fc) X lU EXIST FOYER Al4U -2 EXIST EXIST WIC X 6' -2' BA 1 BDRM 3 NEW FLOORING/PAINTING 11' (Fc) NEW CONC STOOP /STEPS SEE DETAIL T1-118 SHEET REMOVE EXIST WINDOWS AND REPLACE W/ NEW BL.GL. DR PROVIDE (Fc) FILLED CELL AT EACH SIDE OF OPENING SEE DETAIL T1418 SHEET —, 6 l'-3' c1 / 1[ -1r— - L M BDRM NEW FLOORING/PAINTING BA 1 EXIST 11' (Fc) 6' -5' BDRM 2 NEW FLOORING/PAINTING 2'-6" LIFESTYLE INVESTMENTS X W X u1 i0 X EA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING 1213 N.E 93RD STREET NORTH MIAMI SHORES, FLORIDA 305 - 674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME FLOOR PLAN DATE 28 MAY 2004 FILENAME COMMISSION NO. 2003 SHEET NO. A -2 SHEET* 2 OF 10 8 JUNE 2004 C: \D2000 \CONCEPTO \SHORES \A1 EXCLUSIVELY RESPONSIBLE FOR ASSOCIATES INC. ALL DIMENSIONS AND MAY O AND CONDITIONS WITH WHOLE ANY IT OT THE DISCREPANCIES PR THE DE IT EN CO SENTO OF L A +ASS ASSOCIATES, INC. N NY WORK. THIS DOCUMENT, ITS DESIGNS AND DC'AN�IN�J� Arty THc COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES I AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, I. THE CONTENTS OF THE GENERAL CONTRACTOR AND ALLTRA['ES PEkFOkMIN� AORX ON THIS SHALL BE EXC U • „ a0: AMN MLR. 10,000 AIR MAINS LOCATION ESCRIPTION LTS / SEC LTS / REG LTS / REG BATH 6P l 2 *12THA 3 * 10 THW 3/4" DRYER 2 * 10 THAN 3/4" 2 #12 THIN KITCHEN GPI 2 *12THIN KITCHEN 6P 1, DINING 2 *12THIN WASHER REFRIGERATOR 2 *12THW M I GROWAVE 2 *12THA 2 *12 7NA DISPOSAL 2 *12 THw DISHWASHER 2 #10 THAN A/C COMPRESSOR # 2 * to THAN A/C COMPRESSOR # 2 IQ 21 23 25 2'1 24 20 22 24 26 28 30 2 # 6 THAN 3/4" 2 *12THA 2 * 6 THAN 5/4 NOTES DEMAND D 120 00 840 00 120 00 540 CIO* 540 CIO 1020 00 12000 00 1500 100 1 200 3381 1/2" I/2" 3/4" DESCRIPTION 2 #12THA 2 *12THA 2 *12THA 1/2" 20 I /2" 20 1/2 20 EM? ND LOAr) 114t3� 1080 I Qt.$0 X3 100 1000 540 NOTES TYPE VOLTAGE MOUNTING GENERAL ELECTRIC 00 120, 240V, IOr, 3W - REGESSE WIRE 20168 VA FEEDER SIZE: 3 # I/O THW 3 I # 6 6ND IN 1 -/2" G. ELECTRICAL PANEL SCHEDULE 2255SO FT ® 3• / SF = 6105 VA GENERAL LTS LOAD: 6105 VA /115 VA = 58.3 AMPS SMALL APPLIANCES LOAD : 2 -20 AMPS ( 220 -3(8) ) LAUNDRY LOAD 1 -20 AMP ( 220 -5(C) ) COMPUTED L0AD: 6EN LT6 6105 VA SMALL APPL 3000 VA WASHER 1500 VA RANGE 12000 VA WATER I-ITR 4500 VA DRYER 5000 VA GARBAGE D ISPOSAL 100 VA D15HW,4514ER 1200 VA 34605 VA TOTAL LOAD 35110 VA / 240V = 1411 AMPS FEEDER SIZE: 3 # I/O THW 3 I # 6 6ND IN 1 -/2" G. LOAD CALCULATIONS ELEGTRI GAL NOTES: PANEL " A" F I RST I0K1N ® 100% 10000 VA 24605 VA ® 40% 0 1842 VA AIR COND. # I ® 100% 8064 VA AIR GOND. # 2 ® 100% 8064 VA 35110 VA I. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND ALL KITCHEN RECEPTACLES ON COUNTERTOPS SHALL BE G.F.I.G. 2. SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITGHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVIGE ENTRANCE LOCATION. 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. 5. MAXIMUM NUMBER OF OUTLETS PER CIRCUIT SHALL COMPLY WITH NEC (LATEST EDITION) 6. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 1. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 8. NG COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION 1. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 10. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR CIRCUITS PROTECTED BY "CFI" CIRCUIT BREAKER. II. ALL RECEPTACLES SHALL BE WIRED IN ACCORDANCE WITH N.E.G. TO ENSURE CORRECT POLARITY. 12. WHERE APPLICABLE, ALL ELECTRICAL EQUIPMENT, FIXTURES, AND MATERIALS SHALL BE LISTED BY U. L. AND /OR FACTORY MUTUAL APPROVED. 13. ALL WIRES SHALL BE COPPER. ALL INSULATION SHALL BE TYPE "THIN" OR "THHN/THWN ". 14. WATER HEATERS SHALL BE UL LABELED AND INSTALLED WITH THE RECOMMENDED CLEARANCES IN ACCORDANCE WITH SFBG /NEC. SECTION 422 -31(B) ELECTRICAL NOTES 20168 VA + 2665'1 VA = 4'1425 VA KITCHEN OR BATHROOM LIGHT. 150AMP METER MAIN 15OAMP /2P /31N MAIN DISC UNDERGROUND ELECTRIC SERVICE BY FPL (PAD) (2) -" 2/0 TI-IWN AND (1) -• 6 TI-1W (GND) IN 2' C. SCHEDULE 80 PVC \ S b (2) - 5/8' 0 X10' COPPER DRIVEN GROUND ROD SWITCH SWITCH LEG. NOTE: SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL. SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. PHASE CONDUCTOR SMOKE DETECTOR CONNECTION DETAIL 3/4' CUP 6 - 0 " ELECTRICAL RISER DIAGRAM 120 V. LINE SIDE OF SWITCH 2665/ VA T SMOKE DETECTOR 150 AMP. - 1P/3W/115/130V ELECTRICAL PANEL CU 3 -.1 /0 TI-111J t 1"6 GND IN 11/2' C "6 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION AND 5/8x8' -0' GALVANIZED GROUND ROD +► 4 TO FOUND STEP III GU -I ELECT. L{M METER 0 (` R r L 4 O 1 1II I ®* ■ I 1 ti FAMILY EXIST PANEL 'A' SINK' WARNER KITCHEN 4 EO GARAGE EXIST TO REMAIN 24,,26 AI-U - - 10,12 14,16 DRYER tT R N WP /6P I 6 6 NO MI) 4 DINING LIVING 'k R PORCH REVISED FLOOR PLAN SWITCH THREE -WAY SWITCH DIMMER SWITCH $p THREE -WAY DIMMER SWITCH DUPLEX RECEPTACLE 9 O 9 O DB 6 SN 1/4" - 1 ' -O " POLED DUPLEX RECEPTACLE SINGLE RECEPTACLE SPECIAL RECEPTACLE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE RECESSED CEILING FIXTURE EXHAUST FAN DOORBELL FLOODLIGHT 0 CEILING MOUNTED FIXTURE P.C. W/ PULL CHAIN ELECTRICAL LEGEND: y cited 4'4 R row / I , 9/ .v i ! EDN S� MCI 5 E 4 FOYER BDRM 3 M O 5 WIC BA 1 S N 1 ®N S 5 SD iQE 3 F'S PUSH - OUT TOt 1 TELEVISION ANTENNA TELEPHONE JACK SMOKE DETECTOR W/ SD BATTERY BACKUP OP DISCONNECT SWITCH ELECTRIC PANEL ELECTRIC METER WEATHER PROOF DUPLEX RECEPTACLE GROUND FAULTED INTERRUPTER HOSE BIB IM!!!r:1 WP HB O� CEILING FANL O O (FUTURE BY OWNER) I ALAF4" i KEY PAD N 4 N f9 T eY M BDRM E 0 I BA 1 BDRM 2 E 0 3 V I 3 CU-2 2 WP/P IOC 'LLAMA +ASSOCIATES A R C H I T E C T U R E GIMP P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING : LIFESTYLE INVESTMENTS 1213 N.E 93RD STREET NORTH MIAMI SHORES, FLORIDA 305 -674 - 7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME ELECTRICAL PLAN DATE 28 MAY 2004 06 JUNE 2004 FILENAME C: \D2000 \CONCEPTS \SHORES \A COMMISSION NO. 20030213 SHEET NO. E - SHEET # 2 OF 10 °Y ,2 04 EXCLUSIVELY RESPONSIBLE FOR ASSOCIATES INC. ALL DIMENSIONS AND MAY O AND CONDITIONS WITH WHOLE ANY IT OT THE DISCREPANCIES PR THE DE IT EN CO SENTO OF L A +ASS ASSOCIATES, INC. N NY WORK. THIS DOCUMENT, ITS DESIGNS AND DC'AN�IN�J� Arty THc COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES I AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, I. THE CONTENTS OF THE GENERAL CONTRACTOR AND ALLTRA['ES PEkFOkMIN� AORX ON THIS SHALL BE EXC U • „ a0: AMN MLR. 10,000 AIR MAINS LOCATION ESCRIPTION LTS / SEC LTS / REG LTS / REG BATH 6P l 2 *12THA 3 * 10 THW 3/4" DRYER 2 * 10 THAN 3/4" 2 #12 THIN KITCHEN GPI 2 *12THIN KITCHEN 6P 1, DINING 2 *12THIN WASHER REFRIGERATOR 2 *12THW M I GROWAVE 2 *12THA 2 *12 7NA DISPOSAL 2 *12 THw DISHWASHER 2 #10 THAN A/C COMPRESSOR # 2 * to THAN A/C COMPRESSOR # 2 IQ 21 23 25 2'1 24 20 22 24 26 28 30 2 # 6 THAN 3/4" 2 *12THA 2 * 6 THAN 5/4 NOTES DEMAND D 120 00 840 00 120 00 540 CIO* 540 CIO 1020 00 12000 00 1500 100 1 200 3381 1/2" I/2" 3/4" DESCRIPTION 2 #12THA 2 *12THA 2 *12THA 1/2" 20 I /2" 20 1/2 20 EM? ND LOAr) 114t3� 1080 I Qt.$0 X3 100 1000 540 NOTES TYPE VOLTAGE MOUNTING GENERAL ELECTRIC 00 120, 240V, IOr, 3W - REGESSE WIRE 20168 VA FEEDER SIZE: 3 # I/O THW 3 I # 6 6ND IN 1 -/2" G. ELECTRICAL PANEL SCHEDULE 2255SO FT ® 3• / SF = 6105 VA GENERAL LTS LOAD: 6105 VA /115 VA = 58.3 AMPS SMALL APPLIANCES LOAD : 2 -20 AMPS ( 220 -3(8) ) LAUNDRY LOAD 1 -20 AMP ( 220 -5(C) ) COMPUTED L0AD: 6EN LT6 6105 VA SMALL APPL 3000 VA WASHER 1500 VA RANGE 12000 VA WATER I-ITR 4500 VA DRYER 5000 VA GARBAGE D ISPOSAL 100 VA D15HW,4514ER 1200 VA 34605 VA TOTAL LOAD 35110 VA / 240V = 1411 AMPS FEEDER SIZE: 3 # I/O THW 3 I # 6 6ND IN 1 -/2" G. LOAD CALCULATIONS ELEGTRI GAL NOTES: PANEL " A" F I RST I0K1N ® 100% 10000 VA 24605 VA ® 40% 0 1842 VA AIR COND. # I ® 100% 8064 VA AIR GOND. # 2 ® 100% 8064 VA 35110 VA I. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND ALL KITCHEN RECEPTACLES ON COUNTERTOPS SHALL BE G.F.I.G. 2. SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITGHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVIGE ENTRANCE LOCATION. 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. 5. MAXIMUM NUMBER OF OUTLETS PER CIRCUIT SHALL COMPLY WITH NEC (LATEST EDITION) 6. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 1. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 8. NG COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION 1. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 10. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR CIRCUITS PROTECTED BY "CFI" CIRCUIT BREAKER. II. ALL RECEPTACLES SHALL BE WIRED IN ACCORDANCE WITH N.E.G. TO ENSURE CORRECT POLARITY. 12. WHERE APPLICABLE, ALL ELECTRICAL EQUIPMENT, FIXTURES, AND MATERIALS SHALL BE LISTED BY U. L. AND /OR FACTORY MUTUAL APPROVED. 13. ALL WIRES SHALL BE COPPER. ALL INSULATION SHALL BE TYPE "THIN" OR "THHN/THWN ". 14. WATER HEATERS SHALL BE UL LABELED AND INSTALLED WITH THE RECOMMENDED CLEARANCES IN ACCORDANCE WITH SFBG /NEC. SECTION 422 -31(B) ELECTRICAL NOTES 20168 VA + 2665'1 VA = 4'1425 VA KITCHEN OR BATHROOM LIGHT. 150AMP METER MAIN 15OAMP /2P /31N MAIN DISC UNDERGROUND ELECTRIC SERVICE BY FPL (PAD) (2) -" 2/0 TI-IWN AND (1) -• 6 TI-1W (GND) IN 2' C. SCHEDULE 80 PVC \ S b (2) - 5/8' 0 X10' COPPER DRIVEN GROUND ROD SWITCH SWITCH LEG. NOTE: SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL. SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. PHASE CONDUCTOR SMOKE DETECTOR CONNECTION DETAIL 3/4' CUP 6 - 0 " ELECTRICAL RISER DIAGRAM 120 V. LINE SIDE OF SWITCH 2665/ VA T SMOKE DETECTOR 150 AMP. - 1P/3W/115/130V ELECTRICAL PANEL CU 3 -.1 /0 TI-111J t 1"6 GND IN 11/2' C "6 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION AND 5/8x8' -0' GALVANIZED GROUND ROD +► 4 TO FOUND STEP III GU -I ELECT. L{M METER 0 (` R r L 4 O 1 1II I ®* ■ I 1 ti FAMILY EXIST PANEL 'A' SINK' WARNER KITCHEN 4 EO GARAGE EXIST TO REMAIN 24,,26 AI-U - - 10,12 14,16 DRYER tT R N WP /6P I 6 6 NO MI) 4 DINING LIVING 'k R PORCH REVISED FLOOR PLAN SWITCH THREE -WAY SWITCH DIMMER SWITCH $p THREE -WAY DIMMER SWITCH DUPLEX RECEPTACLE 9 O 9 O DB 6 SN 1/4" - 1 ' -O " POLED DUPLEX RECEPTACLE SINGLE RECEPTACLE SPECIAL RECEPTACLE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE RECESSED CEILING FIXTURE EXHAUST FAN DOORBELL FLOODLIGHT 0 CEILING MOUNTED FIXTURE P.C. W/ PULL CHAIN ELECTRICAL LEGEND: y cited 4'4 R row / I , 9/ .v i ! EDN S� MCI 5 E 4 FOYER BDRM 3 M O 5 WIC BA 1 S N 1 ®N S 5 SD iQE 3 F'S PUSH - OUT TOt 1 TELEVISION ANTENNA TELEPHONE JACK SMOKE DETECTOR W/ SD BATTERY BACKUP OP DISCONNECT SWITCH ELECTRIC PANEL ELECTRIC METER WEATHER PROOF DUPLEX RECEPTACLE GROUND FAULTED INTERRUPTER HOSE BIB IM!!!r:1 WP HB O� CEILING FANL O O (FUTURE BY OWNER) I ALAF4" i KEY PAD N 4 N f9 T eY M BDRM E 0 I BA 1 BDRM 2 E 0 3 V I 3 CU-2 2 WP/P IOC 'LLAMA +ASSOCIATES A R C H I T E C T U R E GIMP P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461 -5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING : LIFESTYLE INVESTMENTS 1213 N.E 93RD STREET NORTH MIAMI SHORES, FLORIDA 305 -674 - 7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME ELECTRICAL PLAN DATE 28 MAY 2004 06 JUNE 2004 FILENAME C: \D2000 \CONCEPTS \SHORES \A COMMISSION NO. 20030213 SHEET NO. E - SHEET # 2 OF 10 1 • 1 770y I-4VAC DESIGN REQUIRES YES NO x DUCT SMOKE DETECTOR X FIRE DAMPER(5) X SMOKE DAMPER(S) . a .• M: IT.re RATED CAP X FIRE RATED ENCLOSURE '� �' X FIRE RATED ROOF CEILING ASSEML-Y X FIRE STOPPING R -6 MIN. IN DISCONNEC X SMOKE CONTROL LIQUID LINE . L► X DUCT: FIRST FIGURE 15 SIDE SHOWN � x SPLINTER DAMPER M: IT.re RATED CAP \\� DUCT SECTION: SUPPLY 4 RETURN R -6 MIN. IN DISCONNEC NES)YANES (MUST USE UJ/TURNING LIQUID LINE . L► . TIILJ 'r SUCTION Llr TYPICAL 45 TAP -OFF WITH SPLINTER DAMPER OR VOLUME ODAMPER SD T YPICAL° 45 TAP -OFF WITH EXTRACTOR: FIXED, ADJUSTABLE s �< r AIR HANDL RAISE A. :-< RAIN )UND- :L.PLAN NATION) \tr - i 2 THE CONTENTS OF THIS DOCUMENT, ITS DESIGNS AND DRAWN( S PkE THE COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRADES PERFORMING WORK ON THIS 7ROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA +:ASS�)�IAJ'S, JNC, BEt (�RE ANY WORK. MARK A B SEAL JOINT WIT{ -4 DUCT SEALER 4 TAPE MANUAL VOLU DAMPER DRAW BAND SPIN COLLAR W/ DAMPER AND EXTRACTOR AIR FLOW LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) AIR DISTRIBUTION SCHEDULE DESCRIPTION CEILING SUPPLY AIR DIFFUSER SIDEWALL SUPPL AIR DIFFUSER AIR GUIDE VML GRILLES / DIFFUSERS AND LOUVERS MANUAL VOLUME DAMPER INSULATE FLEXIBLE DUCT SUPPORT A5 REQUIRED FOR NO 5,4G. MAXIMUM LENGTH I0' -0 INSULATED 4 VAPOR SEALED COLLAR 4 DI1=FU BACK PANEL AIR DIFFUSER ALUM OF F WHITE REFRIGERANT LINES UP WALL 4 TI-1RU ATTIC (PROVIDE METAL COVER ATTACHED TO WALL, PAINT TO MATCH WALL PAINT) CONDENSING UNIT FLEXIBLE DUCT CONNECTION DETAIL NOTES: 1. 45 TAP -OFFS, SPLINTERS AT EACH TAP -OFF AND TEE, AND ACCESS DOORS SHALL BE USED AS REQ'D WHETHER OR NOT INDICATED IN THE DRAWINGS. 2. IN AREAS WI -4ERE NON - REMOVABLE CEILINGS ARE USED, PROVIDE 45N TAP -OFFS OFTHE FIXED TYPE WITH WIDTH PROPORTIONAL TO THE BRANCH CFM. MAKE AIR GUIDE MODEL MAT'L GBML -I ALUM FINISH OFF WHITE FRAME STD CURVED SLADE SUPPLY W/ BLADE DAMPER STD SINGLE DEFLECTION SUFPL W/ BLADE DAMPER NOTES: 1. SEE PLANS FOR ALL NECK SIZES, CFM, AND AIR FLOW DIRECTION. 2. FURNISH ALL SUPPLY AIR GRILLES AND DIFFUSERS WITH VOLUME DAMPER. 3. EQUIVALENT MANUFACTURERS: TITUS, ANEMOSTAT FOUR 14 GAUGE TIE DOWN STRAPS BY MIAMI TECH. INC. PART +' CUTD I EXISTCONDENSING UNIT MOUNTING DETAIL A/C COMPRESSOR SHALL BE INSTALLED ABOVE SASE FLOOD ELEv. REMARKS RECOi." IMEI�IDED ANCHORS: A) 3/16' )4 TAPCON ; B) 1 -1/2' WITH 1WA61-iE H SPIN COLLAR FITTING WIT EXTRACTOR 4 DAMPER WI QUADRANT OPERATOR TO BE INSULATION GUARD WHERE NECESSARY. SEAL JOINT WITH DUCT SEALER 4 TAPE FINISHED GRADE G.D. FRO A/O UNIT PERF BOTT 2' COND. G UNDERCzR (SEE A/C F FOR TER-11 HVAC DESIGN CHART 6" PIPE • • � • i NOV Min •,. dpi =,0•44 . • a • A/C CONDENSATE DRYWELL DETAIL FINISHED GRADE DUCT SULAT ION T SWITCI -1 TO C. U. E TO C. U. ING UNIT . 15' FOR SE IS' X 15' R4 OPENING EXIST AHU - SUPPORT STAND INSTALLATION 5/4" WASHED ROCK GU -I 00 X O - SINK' NEW 150 CFM 10x6 SR ao as NEW 150 CFM 10x6 SR FAMILY NEW 10X8 O 0 O 0 KITCHEN GARAGE EXIST TO REMAIN DRYER TIE -MERE TO EXIST DUCT EXIST 18'X30' RAG BELOW sWALL PORCH LIVING REVISED FLOOR PLAN 1/4" = 1 ' -0" L i„ FOYER AH U -2 V I j X BDRM 3 WIC V BA 1 M BDRM )BA1 BDRM 2 V I CU -2 E AMA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001 737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461-5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING LIFESTYLE INVESTMENTS 1213 N.E 93RD STREET NORTH MIAMI SHORES, FLORIDA 305 -674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME AIR COND. PLAN DATE 28 MAY 2004 FILENAME C: \D2000 \CONCEPTO \SHORES \A1 COMMISSION NO. 20 0302 1 3 SHEET NO. M -1 SHEET # 2 OF 10 8 JUNE 2004 � x RATED CAP SUPPLY AIF _ R -6 MIN. IN DISCONNEC LIQUID LINE . L► . TIILJ SUCTION Llr 1M OF PAN AIR HANDL RAISE A. RAIN )UND- :L.PLAN NATION) \tr - R/A PURPC i 2 THE CONTENTS OF THIS DOCUMENT, ITS DESIGNS AND DRAWN( S PkE THE COPYRIGHTED PROPERTY OF DE LA LLAMA + ASSOCIATES INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF DE LA LLAMA + ASSOCIATES, INC. THE GENERAL CONTRACTOR AND ALL TRADES PERFORMING WORK ON THIS 7ROJECT SHALL BE EXCLUSIVELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS WITH REPORTING ANY DISCREPANCIES TO THE DE LA LLAMA +:ASS�)�IAJ'S, JNC, BEt (�RE ANY WORK. MARK A B SEAL JOINT WIT{ -4 DUCT SEALER 4 TAPE MANUAL VOLU DAMPER DRAW BAND SPIN COLLAR W/ DAMPER AND EXTRACTOR AIR FLOW LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) AIR DISTRIBUTION SCHEDULE DESCRIPTION CEILING SUPPLY AIR DIFFUSER SIDEWALL SUPPL AIR DIFFUSER AIR GUIDE VML GRILLES / DIFFUSERS AND LOUVERS MANUAL VOLUME DAMPER INSULATE FLEXIBLE DUCT SUPPORT A5 REQUIRED FOR NO 5,4G. MAXIMUM LENGTH I0' -0 INSULATED 4 VAPOR SEALED COLLAR 4 DI1=FU BACK PANEL AIR DIFFUSER ALUM OF F WHITE REFRIGERANT LINES UP WALL 4 TI-1RU ATTIC (PROVIDE METAL COVER ATTACHED TO WALL, PAINT TO MATCH WALL PAINT) CONDENSING UNIT FLEXIBLE DUCT CONNECTION DETAIL NOTES: 1. 45 TAP -OFFS, SPLINTERS AT EACH TAP -OFF AND TEE, AND ACCESS DOORS SHALL BE USED AS REQ'D WHETHER OR NOT INDICATED IN THE DRAWINGS. 2. IN AREAS WI -4ERE NON - REMOVABLE CEILINGS ARE USED, PROVIDE 45N TAP -OFFS OFTHE FIXED TYPE WITH WIDTH PROPORTIONAL TO THE BRANCH CFM. MAKE AIR GUIDE MODEL MAT'L GBML -I ALUM FINISH OFF WHITE FRAME STD CURVED SLADE SUPPLY W/ BLADE DAMPER STD SINGLE DEFLECTION SUFPL W/ BLADE DAMPER NOTES: 1. SEE PLANS FOR ALL NECK SIZES, CFM, AND AIR FLOW DIRECTION. 2. FURNISH ALL SUPPLY AIR GRILLES AND DIFFUSERS WITH VOLUME DAMPER. 3. EQUIVALENT MANUFACTURERS: TITUS, ANEMOSTAT FOUR 14 GAUGE TIE DOWN STRAPS BY MIAMI TECH. INC. PART +' CUTD I EXISTCONDENSING UNIT MOUNTING DETAIL A/C COMPRESSOR SHALL BE INSTALLED ABOVE SASE FLOOD ELEv. REMARKS RECOi." IMEI�IDED ANCHORS: A) 3/16' )4 TAPCON ; B) 1 -1/2' WITH 1WA61-iE H SPIN COLLAR FITTING WIT EXTRACTOR 4 DAMPER WI QUADRANT OPERATOR TO BE INSULATION GUARD WHERE NECESSARY. SEAL JOINT WITH DUCT SEALER 4 TAPE FINISHED GRADE G.D. FRO A/O UNIT PERF BOTT 2' COND. G UNDERCzR (SEE A/C F FOR TER-11 HVAC DESIGN CHART 6" PIPE • • � • i NOV Min •,. dpi =,0•44 . • a • A/C CONDENSATE DRYWELL DETAIL FINISHED GRADE DUCT SULAT ION T SWITCI -1 TO C. U. E TO C. U. ING UNIT . 15' FOR SE IS' X 15' R4 OPENING EXIST AHU - SUPPORT STAND INSTALLATION 5/4" WASHED ROCK GU -I 00 X O - SINK' NEW 150 CFM 10x6 SR ao as NEW 150 CFM 10x6 SR FAMILY NEW 10X8 O 0 O 0 KITCHEN GARAGE EXIST TO REMAIN DRYER TIE -MERE TO EXIST DUCT EXIST 18'X30' RAG BELOW sWALL PORCH LIVING REVISED FLOOR PLAN 1/4" = 1 ' -0" L i„ FOYER AH U -2 V I j X BDRM 3 WIC V BA 1 M BDRM )BA1 BDRM 2 V I CU -2 E AMA +ASSOCIATES A R C H I T E C T U R E P L A N N I N G I N T E R I O R D E S I G N JORGE A. DE LA LLAMA STATE OF FLORIDA - AR7707 - AAC001 737 7400 SW 50TH TERRACE SUITE # 207 MIAMI , FLORIDA 33155 ( 305 ) 461-5590 ( 305 ) 567 -1425 FAX CONSULTANTS PROJECT NAME INTERIOR RESIDENCE REMODELING LIFESTYLE INVESTMENTS 1213 N.E 93RD STREET NORTH MIAMI SHORES, FLORIDA 305 -674 -7474 800 W. AVENUE MIAMI BEACH, FLORIDA 305 - 674 -7474 DRAWING NAME AIR COND. PLAN DATE 28 MAY 2004 FILENAME C: \D2000 \CONCEPTO \SHORES \A1 COMMISSION NO. 20 0302 1 3 SHEET NO. M -1 SHEET # 2 OF 10 8 JUNE 2004