The URL can be used to link to this page

RC-12-1262 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-190882 Scheduled Inspection Date: May 13, 2013 Inspector: Rodriguez, Jorge Owner: WOLSTENHOLME, BRIAN Job Address: 380 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: GALLOWAY CONTRACTORS & BUILDERS INC comments Permit Number: RC -7-12-1262 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Garage Enclosure Phone Number (305)758-3477 Parcel Number 1132060190200 Phone: (305)972-8150 GARAGE ENCLOSURE TO LAUNDRY ROOM INSPEC INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-190701. Paint exterior. Driveway must not extend within 5' of house. Provide heat load calculations per approval. NB Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 13, 2013 For Inspections please call: (305)762-4949 Page 23 of 39 I M MIAMI-DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2611 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33 175-2474 BOARD AND CODE ADMMSTRATION DIVISION T (786) 315-2590 F (786) 315-2509 NOTICE OF ACCEPTANCE (NOA) Www-mlamMade.eovhteral PGT Industries, Inc. 1070 Technology Drive North Venice„ 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 and accepted by Miami-Dade County PERA Product Control Section 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 Section (In Miami-Dade County) andt 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 High Velocity Hurricane Zone. DESCRIPTION: Series 9M-710" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/1712011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miamk-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modell series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered aftera renewal application has been flied 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 germination 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 NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D. Gascon, P. E. H �, NOA No.11-1114.04 C. 2 � V Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Indust. Inc. NUM 4F ACCEPTANCE: EVIDENCE SUP ''ED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subadad wider NOA Is No.'s 07-0815.09 and 06-0405.06) ya..._�. 2. Drawing No. 4127-14, titled "Alum Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. R3onda P. E. (Submitted under NOA Na 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked. up drawings and installation diagram of XOX aluminum, horizontal sliding window, prepared by Fcmesiraiion Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Subbed under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Waxer Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4859, dated 03/08/2006, signed and sealed by FAmundo Largaespada, P. E. (Subad ied under NOA No. 06-X405.06) Jaime D. Gmco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industrio. Inc. NOVICE OF ACCEPTANCE: EVJDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10126/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and sealed by Robert L. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (P)BRA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08--0206.01 issued to Soluda Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS I. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has Chun, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Surbudtled under previous NOA Na 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11 1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 VGT- Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTER F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/0812006, signed and sealed by Edmundo Largaespada, P. E. (Submgfed under NVOA No. 06-0445.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.W.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Prodnet Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE SOFT, GLASS TYPES G THRU L MUST HAVE A TEMP ED GLASS OAP. A. 6118' LAMS CONSISTING OF (2) LITES OF 1A' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYEi. B. 618° LAMI CONSISTING OF (1) LTTE OF 118° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .00 DUPONT BUTACITE OR SAFLEXIXEEPSAFE MAXIMUM PVIS INTERLAYER C. SM8 LAMI CONSISTING OF (2) LIES OF U8 HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXMMEPSAFE MAXIMUM PVB INTERLAYER D. 7M8 LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. T18 LAMS CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 318 HEAT STRENGTHENED GLASS WITH AN .OIG DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXI&IUM PV8 INTERLAYER. F. 7181 LAMS CONSMNG OF (2) UTLS OF 318 HEAT STRENGTHENED GLASS WITH AN p90 DUPONT BUTAC ME OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER G.131181 LAMI IM (1) LITE OF U81 OR 3M6" ANNEALED (MIN.) GLASS, 818" OR 316" AIR SPACE AND 5M8 LAMS CONSISTING OF (2) LITES OF U8 ANNEALED GLASS WITH A 090 DUPONT SUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVS INTERLAYER H.13181 LAMI IM' (1) LITE OF 1%' OR 3181 ANNEALED (MIN.) GLASS. 6118° OR 3S" AIR SPACE AND 6M8 LAMI CONSISTING OF (1) UTE OF IV ANNEALED GLASS AND (1) LITE OF 1B" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 1.13116" LAMI Ki: (1) LITE OF 1/8' OR 3118 ANNEALED (RAIN.) GLASS, IU'18 OR 3fir AIR SPACE AND 51181 LAMI CONSISTING OF (2) LITES OF 1IW HEAT STRENGTHENED GLASS WITH AN 290 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J.13M8 LAMI IQ. (1) LITE OF 118° OR 3/18 ANNEALED (MIN.)GLASS. 3M6 OR 114' AIR SPACE AND 71S' LA&H CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN OW DUPONT BUTACITE OR SAFLIEKIKEEPSAFE MAXIMUM PVB INTERLAYER. K.13M8 LAMI IG: (1) LITE OF 1B' OR 31161 ANNEALED (MIN.) GLASS, 3M6" OR 1141 MR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 318° ANNEALED GLASS AND (1) LRE OF 3M6' HEAT STRENGTHENED GLASS WITH AN .DW DUPONT SMACITE OR SAFLEWKEEPSAPE MAXIMUM PVB INTERLAYER L 13M8 LAMI IG: (1) LITE OF 118" OR 3/18 ANNEALED (MIN.) GLASS. 318' OR 1/4" ABR SPACE AND 716' LAMI CONSISTING SISTING OF (2) LITES OF 3M8 HEAT STRENGTHENED GLASS WITH AN = DUPONT SUTACRE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. C O NFIGIIRATONS: O_X XO. XO) & DESIGN PRESSURES: (SEE TABLES, SHEET S) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13004M & POSITIVE DESIGN LOADS SASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. NOA DRAWING MAP SHEET GENERAL NOTES........_ I GLAZING DETAILS............ 2 DESIGN PRESSURES.._ - 3 ELEVATIONS----.... 4 VERT. SECTIONS___. 5 NORM SECTIONS.___ 5 PARTS LIST.. _...... 8 EXTRUSIONS____ 7 CORNER DETAIL__... 5 8-11 7. REFERENCES: TEST REPORTS FTL-405% FTL.AM AND FTL-8330 ELCO TEXTRON NOA: 04-0721.01, 0.020AB ANSVAF&PA NDS -2006 FOR WOW CONSTRUCTION AD*2005 ALUMINUM DESIGN MANUAL �� t'Z : ' �CFNSB ''•. S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ELIDING CODE, INCLUDING THE HIGH VEI.OG1iY �.; HURRICANE ZONE (HVHZ 68706 S. FOR INSTALLATION IN THE HVHZ ABOVE 3D FT. GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. JAL 1DH7!!1 E iwcM00X o• %�� , u, y i 1 F ' = aT +0►¢THCHNO OGYaRra GENERAL NOTES .0.c�'•, I toot',' Gia: JULlmiw e D AO27�HiQAP7D Tt *80tTt E taacowts, rLtcana ALUM HORRONTAL ROLLER MEOW M9PACT �i%0 FA 4%tlNDi' tl FTL•88 W W &W0la GW mmvTo cumvwE . p� r � t�„ t t1� NGKOMIB. RL 3A�74 i b� is A. L aesam P.H. F J.,L kR►!o A+TS 9 a 1f 41?/ -1Q p p,B.o�7� in, NCtAa 12° INOM. EXTERIOR INTERIOR 55 � GLASS SITE GLASS BITE (ALL SECTIONS) I 60,81.82 5183.64.85 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 1B" ANNEALED OR HEAT STRENGTHENED GLASS &IW NOM. 6/16" LAMINATED GLASS 112" NOM. GLASS SITE f 1 j 68,87,x,69,70,71 `,- 718" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 611W LAMINATED 6/18' OR 3V AIR SPACE 118' OR 3116'ANNEALED ORTEMPERED MASSA 13M6' NOM. 13116" LAMI IG GLASS Wt 61160 LAMI 3116'ANNEALED OR NEAT STRENGTHEN® GLASS 090 SOLUTIA, OR DUPONT PVB INTERLAYER 3MA7' ANNEALED OR LSAT STRENGTHENED GLASS 7Mr LAMINATED 7116" LAMINATED GLASS 112° NOM. GLASS SITE 72,73,74,75,78,77 3116" ANNEALgD OR HEAT STRENGTHENW GLASS = SOLLMA OR DUPONT PVB INTERLAYER 3M8' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 3M8' OR 114' AIR SPACE 1A" or 3M6'ANNEALED OR TEMPERED GLASS® 13116' NOM. 13118° LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO FEMAIN UNCHANGED. P.GBQIC 1 NOKOiBB. PLS4T74 mwv I Fi l I 2 a 11 1 4127-90 VNN 4#, �o `•�•; ••vcErLSF'• %* 69705 l/O� NA1•�� A LYNN p$ P.E.98B7t� TABLE 1. YnY fgfd 4M 41AI Fl AMf3C nl2 IMT=nPAI GIM UUIMnnWC fC1 AMf3CM QunWM FIM U nUnf%UVQ WUIQAMC f%l A AOC AK QMAI 2730 110" MAC WIDTH I.F. FRAME —111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1141/2-1/4) 339118" MAX 33 9/18" MAX DLO FIXED C OLO VENT A 87 318"I 88" MAX MAX DLO ALL DLOALL FIXED VENTS VENTS LITES / j 82° MAX I.F. FAUN I — I CONFIQ. I� 73° MAX WIDTH I.F. FRAME f+ 7, MAX WITH FLANGE FRAME DETAIL A - OX OR XO P.O. B�(15lB NOIIOIAB. Po,3�74 63" MAX FLANGE FRAME ALL CONFIG. TAWMAX WIDTH I.F. 8 7/1W MAX WIDTH FLANGE FRAME DETAIL C - XOX (113-1/3.1/3) {VO'T'E: 1. SEE SHEET B FOR VERTICAL AND HORIZONTAL SECTION NAILS. ALANT OR BASKET HEAD AND SILL = ` 1 b I.F. FRAME �✓ J3 FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) rwv I NrS 1 a -r it I 4187-10 LYNN 'F,p i ' * • No.887t� 'k f'7.ORVDPG`•`� S/ONAV AL PS P.es mraa I HEIGHT FLANGE FRAME MHX SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR --I h- MAX. FO -CED DLO --•4 i-.- MAX. WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I+ MAX. FIXED DLO MAX. GENT DLC —4 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) P.A 9d8B Fl.3ma HEAD (VERTICAL SECTION, I.F. H.Vn% FFLOW94LMflu. KLR.91rn iVpVL/UYV i �sarzo HO 6 0 99 �- 4!?9-70 xx LYNN df p'. VAI ls�ttO'' A LYIHi P.E P.8A89m 12 1 16261 JADMrVB0KNCELLF0AMPAD WAD1626 _......... ........ .. _ ...... .o w. .. 13 4001 A ALANGEFRATvlE3AMB b063 T6 AL 61222575 131T64 LAMUX33/16A . 3116° AIRSPA 7/16 TAMI 16°A .�0 3f16°A 14 41M GASKIil'FORMAINFRAMBSILLAWr 74134Wnc 76 13t16"LAMIR33/ib"A ,3/I6°AIIt3PAC1�7116IAW 3116°A Jmo 311 15 1155 #8X 1.004 QUAD SMS 781 A 77 ° 13116" LAMI 1"16'A 3116 AIRSPA 7/161 NM7 3116}is .090PVA3/16 90 1014 SCAT FRAME & VER. 3105-H14 AL l6 4110 G SCREEN ADAPTOR 6063-TS AL 6411 91 1630 SCREENCORNERKEYWAU V[S POLYP". 17 4054 B FIXED MEETING RAIL 6063HI1T6AL 64054A 92 1631 S( TCQ?Ikmy:YWIOUTRIM POLYPROP. 19 4066 WST•P..187 X FIN SEAL 640666 93 1073 SCREEN SPRWG ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063M AL 612240 94 1624 SCS SPLNE-.135 DNA. FOAM EM PVC 22 1683 W STP. 250 X 2MRA FIN SEAL 61600 95 1635 SC V SPIlldli-.1351314. HARD EM PVC 23 225-1 ROTI FR HOUSM& CRLOaE 42112HD ISCREM CLOTH 24 226 BRASSROUEKWHMELS BRASS 78RWHL2 29 4128 HORIZC IN TALROUM SASHIW CUWE POLYPROP. 441M 32 4006 D SASHMEETIWRAI L 6063118-T6 AL 64006 2 710-1 33 1235 WSTP. 170 X 2M HACK, FIN SEAL 67SI60 35 1096 SWfFP LATC H DIBCAST 71096 36 1016 8 X.625 PH. FL SMS 7858 37 4126 1 ISASHSIDERAIL 6063-TSAL 64126 2. 38 16831 JWSTP.,2MX=M%FIN SEAL 61600 39 7070 1 IMJLBWBATHmWw.1VX275 67070K 'm 40 1 11IFTRAILCOVEPCAP 7407rC:°LORR 41 41391 ILF.FRAMEHEAD 6063-TEAL 64139 I.F. FRAME HEAD 42 4140 LF.FRAMBSI LL 6063-T6 AL 64140 41 I39'T0 43 4141 I.F. FRAME JAMB 6Q63-TEAL 64141 50 tIIAZEa8 E x no, D(1W 899,9950R AI�Pf 51 1224 CaAZ1NGBEADBULB 6TP247W $p PRODULTREVI 52 1225 NNYLGAZMEIRADBULUMM 6TP248K 378q .082 Coda aerePt«ma S3 4039 B GAZMBFAD-5116 6063-TSAL 640398 =let, Co54 4044 8 CRAZINGBEAD-5116°W/CRILLKTT 6063-TSAL 644703 3.162 55 4222 A C$A7.MREAD-7/16' 6063-TSAL 64222 56 985 C GLAZINGBE4D-7/16' W/CiR RLKrT 60663-TSAL 6983 ' 062 59 4067 (IL4ZING BEAD-13116° 6063-T5 AL 64067 1 ! 60 CLASS, 5116° LAMI U8° A 490PM IM' A 43 I.F. FRAME JAMB \ "' 61 ° 5116° LAMI 1/8° A,.090 1/r #4141, 8088-78 62 ° 51l6 LAMI 118° tis .090 PVB, Vr ILS 10 63 7116" LAMI 3/16" A .090 3116" A .710 � * ` 64 7/16° LAMI 16° A,.09D 3116° - NO-58705 65 7116° LAML 31le HP, Ago p , 3/16" IL4 4Q I.F. FRAME T6 J..L }a>}sn} F NO TT+MB T ,o�otsckrraaavu�ve PNt7:3UST s7A JJL' }} 7GmasernEs NOXO s.FL34M ,,'�s •........?..m�t �. PiG 4/98roP Q A� 4} 4Q849 P.O.877t teas i iy�i R�1VT14L R _AfDOW tA9PACT FK 2�8 JJ. 888 NOXot ra 3aaa Bar twrto APfS B s 99 4927-90 E AL P"bra .082 1 L.710--� (D (� FLANGE FRAME HEAD #4102A, 6W3 -T8 -•-8--.06'1 AW O SASH STOP #4028.608:1-76 .062 L34t-4::23 21 SASH TOP & BOTTOM RAIL #,133, 8083.78 060 O GLAZING 5/18° #4044B, 6063.76 (USED Wt GRILL KIT) 1.'(22 i-2.710-----] FLANGE FRAME SILL J 0413% 6003 -TS .tet .437 a HORIZ. ROLLER TRACK #4134, SOaS.TS 2 78 .am 1.'(87 SASH MTG. RAIL �l #4WW, 1HS-TO .876 tmjo —w T GLAZING BEAD 7/16" 04272A. MWIS woxor,�.P v.o.-M1 l%o . B2 3. O FRAME SILL ADAPTER #4137.8062 -TS J-9 .x'8nim �� I^"MW 17 FIXED MEETING RAIL #40548.8083HD-TS 77 1128 37 SASH SIDE RAIL #4128,8083.78 O GLAZING BEAD. 7/16° #w6ro. was -T5 (MM W! (TRILL KIT) O SASH STOP COVER #405.1. 6083-W 1- —2.784 .051 13 FLANGE FRAME JAMB #4002A, 6003 -TO GLAZING B , 5/16° L �/ #40M. 345 080 59 GLAZING BEAD. 13/16" #407,6083 -TO 7 all 1 4127-10 o�. VANDOW SIZE HEAD & SILL a;l v ki SX125x 36.378 1+(;2+1+12+1 4=0 1+C2+1+02+1 60.8 1+432+1+43.'2+1 54 -WO 1+(2+1+C2+1 80.m0 1+C2+1+C2+1 63.01 1+C2+1+02+1 80.m0 x 38.378 1+C2+1+C2+1 40= 1+R+1+C2+1 SoAm 1+C2+1+C2+1 54.WO 1+(2+1+(2+1 C0.mO 1+02+1+432+1 ®3.000 1+C2+1+C2+1 74AMDx 38.376 1+C2+2+C2+1 48.0100 1+C2+2+C2+1 80.0125 1+C2+2+L2+1 84.070 1+02+2+(2+1 SD.CIW 1+C2+2+02+1 O&OW 1+(2+2+02+1 84.0W x 3&378 14(2+2+(2+1 4L0M 1+C2+2+(2+1 80.828 1+C2+2+(2+1 84.0D 1+C2+2+C2+1 SQ O W 1+C2+2+C2+1 83.0m 1+C2+2+C2+1 MI ME A UZI HEAD & SILL 151 HEAD & SILL 151 HEAD & SILL 131 HEAD & SILL 151 HEAD & SU, 1+C2+2+02+1 4&000 1+02+5+02+1 3 1+CZ+24;2+1 S 1+CS+3+C3+1 3 1+C3+3+C3+1 3 BMW 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1 1+C3+3+C3+1 3 1+C1+3+C3+1 3 54.m0 1+C3+3+C3+1 3 1+C2+2►C2+•1 3 1+C2+3+C3+1 31 1+CS+3+C3+1 3 m.OW 1+C3+3+(*+i 3 1+(2+2+(2+1 3 1+C4+3+C4+1 311+04+3+C4+1 4 CO.D 1+C3+3+C3+1 3 1+0.1+2+02+1 3 1+C4+3+04+1 9 1+04+3 Col 4 WN 1+C2+3+C2+1 2 1+t2+2+{2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 48.m0 1+C1+3+(2+1 9 1+C2+Z+C2+1 3 1+C:3+3+C3+1 31 1+(3+3+C3+1 3 8d628 1+0$+3+62+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1K3+3+C2+/ 3 64.0 1+C3+3+C$+1 3 1+C2+2K2+1 3 1+C3+3+C3+1 311 C3+l 3 SMOW 1+CS+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 83.00D 1+42+3+03+1 3 14CtbvZ+02+1 3 1+04+3+04+1 3 1+CA+3+04+1 4 1+C2+2+02+1 1+C3+2+C3+1 3 4 NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS 2 -114" ELCO SS4CRETE-FLEX 3-#12 STEEL SCREWS (08) 2. GLASS TYPES FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 8118' LAM1I - (•U8'A,.,'I/6° A) FT, GLASS TYPES G -L SHALL HAVE A C. 5118" LAMI - (1/8" HS B. 5M6" LAME - (U8' AS MA0,18° H8) '�' HS) TEMIPEM LG. GLASS CAP. BOTH THE DP APS ,J>m 2 D. 7118' LAN - (3118'• A,.030, 3M8'A) ANCHOR R QUANTIFY REMAIN UNCHANGED. 3 E. 7118° LAMA -(3114-A,.060, 3118' HS) 3 F. 7/10'LAMI - (VIS' HSAW, 3118' HS) 0.13118° LAN 10 -1A" OR 3118" A (MIN.), 8118" OR 318- SPACE, $118° LAM! - (it8" A..080, UW A) 3 H.13M8"LAN IG-lArOR3M6'A(MIKISMS- OR3/8°SPAM 6MWLAN -(10AM118°HS) 3 I. 13118' LAM[ IG -114' OR 3114° A (MIN•1. SWOR 318° SPACE, SM(r LAME -('U8' HS,=1W HS) J. 13/18' LAMI IG - 118' OR 3118° A (MLN.), 3/1S° OR 114- SPACE, 7118° LAME -(3114' A, m0, 3118' A) 3 K13M8-LAN 10-1/8°INR3118°A(MIN.13/18'OR'IM SPAM 7/18°LAMI -(SWA,09 3M('HS) 2 L. 13114° LAMI IG -1l8' OR 3M8' A (MIN.), 3116" OR V4' SPACE. 7118' LAM[ - (3118° HS,.08D, 3118° HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DI MSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW W TABLE. S HEAD & SILL: 1012° MAX. CN4 EACH SIDE OF MEETING RAIL CENTERLINE, 3 28 314" MAX FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 2212° MAX. O.C. 3 TABLE KEY: 2 X O 2i 3 +C S -4+C3+1 1 3 OR OMANTI TY PER JAMS 3 HEAD AND SILL ANCHOR OUANTRY. 3 A CLUSTER CE (3) ANCHORS CENTERED 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 3 PLUS (4) A<•04M AT FD(FD SECTION. 2 (12) ANCHORS TOTAL. AT HEAD AND SILL. 3 (3- MIN. O.C. ANCHOR SPACING) S 3 28 314' mmL 3 WT X Q x 2 T—, --f � REVLM 3 MRO. RAIL- TYP. asw4u ow F/artda 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORSitml Afts emb 3 (SHOWN IN TABLE KEY ABOVE) 3 328 314' MAX. 1+C2+•3+C2+1 2 1+C2+4+C2+1 2 12" TYP' I+-3' wry, 11111 t t 1+02+3+432+1 3 1+433+4+63+13 9'REF. � •• i X 1+CS+3+C3+1 3 1+C2+4+C3+1 3 O X '��Y .:ENs�C '• �p �: 1+C3+3+C3+1 3 1+C4+4+C4+1 3 No. 58705 1+C3+•3►C3+1 3 1+C4+4+C4 1 3 MTC. RAI-. TYP. 1+c4+3+04+1 3 1+(+a+c5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Q • tr - '� '`•• 8Tn 6F� ,i btu o1®a+xaosvoawe ANCHORAGE SPA XOX 114 -IM -1/4 =O'°F' : "tot:s�.• '��: PA.Bt7X 1828 "�� a 1fORIZG1Ni-A!. ROLtLR.mW- _W WA" A. 1 Pm NOHOW$' a + lano AriS E a 11 4H27.10 E r r^sa ANCHOR QUANTM- E XOX l3.1l3-14 V1DOW8 TABLES NOTES: TYPES A.B.MH CLASS TYPES C,D,E.FJAK, L ANCHOR TYPE 1. ANCHOR TYPES: $3. WOOD 2. CONC I. CON( 2,3. WOOD 2. CONC 1, COW & SUBSTRATk 1 -114" ELOO TAPCONS 2 -114" ELCO SS4 CRETE•FLEX 3 -972 STEEL SCREWS (GS) 2. GLASS � 20NE3 ZONES MWS ZONES ZONES ZONES WINDOW SIZE HEAD & SILL HEAD 1I SILL WAD & SILL HEAD & SILL HEM & SILL HEAD & SLis F R INSTALLATION30 A V v IAN - (118" A., 11W Iia) TYPES 0 SHALL q C. 6118° LANK - ('USI° MMID,11V HS) TEMPERSO LQ GLASS CAP. BOTH THE DP AND 48.00 x 36.378 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+(2+1+(2+1 2 7+CS+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 48.000 1+CZ+1+C2+1 3 1+1�+1+C;2+1 3 1+C3+1+1x+1 3 1+C2+1+(2+1 S 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D. 7118' LAM - (3Hti'A,.096, 3M(° A) ANCHOR R QUANTITY REMAIN UNCHANGED. 60.628 1+C2+1+C2+1 3 l+C2+1+C+1 3 1+C+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+02+1+C+1 3 F- 7118- LAMI-(3M6'A„WQ 3M Y HS) F. 7116° LAMI - (3M8"H8,.�0.3M6° HS) 54= 1+t2+1+02+1 3 1+1i2+1+t+1 3 1+(+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C;2+i+C2+1 3 0.19!18' LAM4 Ki - !/8' OR 3118' A (MAL), 8778"i 378' SPACE $118' LAMI • (176" A .080,1/8" A) 0.00 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1402+1+02+1 3 H.13/18- LAN IG -11B" OR 3116" A (MIN.), SMS" OR 318- SPACE, Ct16' LAMI - (11S"A . 90,1/8° HS) 83.00 1+02+1+02+1 3 1+02+1+02+1 3 1+12+1102+1 3 1+(D+1+Cd+1 3 1+C�+1+1�+1 9 1+03+1+03+1 3 I. 13118° LAMI KI.11V OR 3116° A (Mft. IVI V 1X1318" SPACE, 6478° LAN -(1f8" H8.480, USI" HS) J.13M(rLAN K3.118' OR 3118° A (MN.13118" CNC 114` SPACE, 7118" LAN 4(SM(" A„096, 311S"A) K. IMS' LAMI IG -1B" OR 311W A (MM.), 3MV OR 11C SPACE, 7116" LAMI - (3tw A..098. 3/18" FS) SI1.126 x 38.378 1+C.1+1+02+1 2 1+C2+1+C2+1 2 /+C2+1+C2+1 2 1+C2+1+c� l 2 1+C2+/+02+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 9 1+C2+1+c2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 8 4&000 L 13118' LAMI 10 -118" OR 3118" A QWN.13f18' OR 114' SPACE. 7118" LAMI • (3118" HS,.09 3/18" HS) 60.= 1tC2+1+02+1 3 1+C2+14(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+12+1 3 1+C2+1+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACBJTTABLE AND BASED ON THE FOLLOWING 84=0 1+C2+1+02+1 3 /+t2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+02+7+C2+1 3 t+C2+1+C2+1 3 DRNENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1 3 1+CZ+I+C2+1 3 i+t2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+t+C2+1 3 1+C3+1+C3+1 3 60.00 83.000 HEAD & SILL: 101IY MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE OM CORNERS 263/4'DFRO COR JANU36: 9' MAX.,FROM CORNEA AND 221!2" MAX. 0.C. 1+C2+1+02+t 3 1+0+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+Li+t+C2+1 3 1+C3+1+03+/ 9 60.OWX36.373 1+C2+1+02+1 2 140+1+C2+1 2 1+C2+1+C2+1 2 /+{2+1•+(2+1 2 1+C2+1+C2+1 2/+0,'2+1+02+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C+1 3 1+C2+1+C2+1 3 1+C2+1+12+1 3 1+C2+1+C2+1 3 1+12+1+(2+•1 3 TABLE KEY. 10.626 7+C2+14C2+1 3 t+12+1+(2+7 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C,2+/+C2+1 3 A s X( 64.000 1+C2+1+C2+1 31+C2+1+C2+1 31+C2+14C2+1 3 1+C2+1+C2+1 31+C2+1+C+1 814C*+I+C.3+1 3 +C3r1+CS+1 1 S ANCHORQUANTITYPER JA4M 0.00 1+C2+1+C2+1 3 1+C+1+C2+1 3 1+C2+i+C2+1 3 1+C2r1+C2+1 3 i+ 2+•1+0241 3 1+(3+1+03+1 3 83.E 1412+1X2+1 3 1+02+1+f2+1 9 1K2+1+C2+1 3 1rC3+1+{2+1 3 1+(2+t+t2+9 3 9+q*1+C3+1 9 HEADANDSILLANCHORtiUANTITIES A CLUSTER CIF (3j ANCHORS CENTERED ON EACH MEETING RAN. PULS (1) 88.00 x 38.376 1+Cg+7+C2+1 2 1+C2+1+(2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 i+C2+1+Ck+1 2 1+C2+1+C2+1 2 48.010 1+02+1+C+1 311+C2+1+02+1 3 1+(2+1+C2+1 31 1+(2+1+C2+1 3 t+C2+1+(2+1 3 1+CZ+1+01+1 3 ANCHOR AT EACH OPERABLE VENT 0.626 1+01+1+C2+1 3 1+C2+1+C+1 3 1+C2+1+C2+1 3 1+C+1+C+1 3 1+C2+1+C2+1 311+0+1+041 3 PLUS (1) ANCHORS AT" ED SECTION. 84.00 1+Ct+1+C2+1 3 1+C2+1+C,2+1 3 1+C2+1+C)2+1 9 1+(2+1+01+1 3 1+C2+1+@+1 3 1+C3+1+p+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 80.000 1+C2+1+0141 3 1+02+1+(1+1 3 1+C Z+1+C2+1 3 1+G1+1+C3+7 3 1+02+1+CZ+1 3 1+C3+1+C3+1 3 (3- MIN. QQ ANCHORSPACING) 1+C2+7+02+1 3 1+(2+1+12+1 3 1+C3+1+C+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C:3+1 3 63MO XQM x 38.376 11(2+1+C2+1 2 1+f2+1+d2+1 2 1+C2+1+C2+1 2 1+(2+1+C2+1 2 1+02+1+02+1 2 1+c2+1+02+1 226 314"MAX, 48.00 1-1 1+C+1+0241 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C3+1+C3+1 3 0.828 1+C2+1+C2++1 3 1+C2+1+C2+t 3 1+(241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.00 1+02+1+C2+1 3 1+C+1+C2+! 3 1+C2+1+C2+1 3 7+(2+1+C2+1 3 7+12+1+C2+1 3 1+C3+1+C«i+1 3 X O X OMOUD 1+C2+1+C2+1 3 1+C+1+C3+1 3 1+C3+1+C3+1 3 1+02+1+03+1 3 1+C24l+12+1 3 7+(2+7+(2+1 3 63.400 �gp� MTG. RAIL TYP. PLE CLUSTER WJ QTY. OF (3) APICHORS 1+CZ+1+02+1 3 1+C2+1+C2+! 3 1+C3+1+C&+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C2+7 3 84.00x 3&976 1+02+1+(2•+1 2 1+C2+1+(2+1 2 1+02+7+C2+1 2 1+•02+1+02+1 3 1+G2+1a0+1 2 1+02+1+12+1 2 1+C2+1+02+1 3 1+02+1+02+1& 1+(2+1+C2+1 3 1+(2+1+C2+1 3 1+(2+1+C2++1 3 1+C2+1+C,'3+1 3 46.00 0.826 1+C2+14C+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 1+(2+1+02+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) MI:n 64=0 1+C2+1+1.141 3 1+C2+1+12•+1 8 1+C3+1+C3+1 3 1+C3+1+C3+7 3 1+C2+1+(2+1 3 1+C3+1+p+1 3 60.00 1+C2+1+C2+1 311420+020 3 1+C3r1+C3+1 3 1+03+1+C3+9 4 1+C S+1+C3+1 3 1+02+1+C2+1 3 3W MAX x.00 1+03+1+02+1 3 1+(2+1+{2+1 3 1+02+1+03+1 3 1+L3+I+C3+1 4 1+C3+1+03+1 3 1+C4+1+C4+1 4 lwTYP• `♦♦ �y 88A37x 38.376 t+ 2+1+C2+1 2 1+CZ+1+C2+1 2 1+(2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 2 1402+1+2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+(3+1+03+1 3 48.00 GrREF. X O X `♦`� �Y •' L.EMS.c' .�� 0628 1+t2+1+C2+1 3 1+C2+1+C2+1 3 1+(241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 +C3+1+C341 3 'f ' *' ' 84.00 1+02+1+C2+1 3 I+C1+l+ 2+1 3 1+C&+1+C3+1 3 1+C3+1+C2+7 3 1+C2+1+(2+1 +C3+HC3+1 3 No• 6870 0.00 14(2+1+02+1 3 1+C2+1+C24? & 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C341+C3+1 4 &31+C4+1+001 MTG.RAIL,TYP.5i.00 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =-o 1+C2+I+C2+1 3 1+C2+1+C2+1 3 14C3+1+C3+1 3 1+C3+14C3+1 4 I+C3+I+q+1 +04+1+GN1 4 t0F17Ht E q(ppWt1'7t48811EET 1070 TEC4iAtOt(3OYCR7IH SPACM XOX �i��sslF(ORit)P•,.�`�``1 ANCHORAGE Mi-1!3-913 ,LR aml D ft$G4P706E7EVFR® +MFrX0M C tovA7BTAELE swwTVittt>E8ommAmwma4g.*= N=CMtS.FL3W5 vo.t1CU(1tt7r, 7xU.Ntti.R3 4 i AtUaVLHORIZOMALROLLER�IMPACT ''��ffNAL1 ,.♦ era.eeeb mm ua.0 oe re A. LYfaJt PE 'Fir7 F•R a2m JL 3» toarlo NTS 9 m t 4 4127-i0 E P." "M ANCHOR TYPQ & SUBSTRATE 2,3. WOOA1 2, CONC1 1, CONC I 2,3, DI 2, CONC 1 1, CONC I ZONES I ZONES I ZONES ZONES I ZD 6 1 ZONES wINDDwi s12E �s1 1+C3+1 4 1+(2+1 3 2+CS+2 3 1+C3+1 4 1+C.2+1 3 �11;! 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 x 38.376 48.000 60.626 64.000 60.000 63.000 m 1+01+1 �11:11 I 3 2+C2+2 11 37.000x 38.376 48.000 60.626 64.000 60.0W 83.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 I+C2+11 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+(2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+i 3 1+C3+1 3 48,000x 38.376 48.000 SO.826 64.000 60.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+132+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 I+C2+11 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 I+C3+11 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1EI+C3+1 $ 1+C2+1 3 1+C3+1 3 83.000 1+C3+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.128 x 38.378 48.000 84828 64.00 60.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+132+1 3 1+132+9 3 1+133+1 3 1+C2+1 3 1+133+1 3 1+C3+1 3 1+132+1 3 1+133+1 3 1+C2+1 3 1+133+1 4 1+132+1 3 1+133+1 1 4 1 1+132+1 3 1 1+C3+11 3 x :RS.S7b 48.000 60.6M 64.OR0 80.000 63.000 l+(;2+1 3 I 1+V4+1 Z Z+L:d+Z d 1+1.7d+1 1 4 jl+vd-1 Z 1+C2+1 3 1 1+C2+1 3 2+133+2 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 1+C3+1 4 1+(2+1 3 2+CS+2 3 1+C3+1 4 1+C.2+1 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 x 38.376 48.000 60.626 64.000 60.000 63.000 2+C2+2 3 1+01+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 4 1+(2+1 3 2+C3+2 3 2+132+2 4 1+C2+1 3 2+03+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+03+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+CS+1 3 x 38.378 48.000 80.828 64.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 2+02+2 2 _L 2+C3+2 4 2+01+2 3 2+C3+2 4 2+03+2 4 2+02+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+132+2 3 2+133+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+03+2 3 2+133+2 4 1 1+C3+1 3 2+04+2 4 2+03+2 6 2+133+2 3 2+C3+2 4 1 1+C3+1 3 2+C4+2 4 2+C4+2 6 2+C3+2 4 PA.BQX 1849 X43, FL3/479 NOTES: 1. ANCHOR TYPES: 1- 114" ELCO TAPCONS 2 - VU4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL saw" (G8) 2. GLASS TYPES: A. 8118° LANAI . ((1A8"A 110,116 A) FOR INSTALLATION IN THE HVMZASOVE SD B. 8/18° LAMI - Mr A=.1f" HS) FT. GLASS TYPES G - L SHALL HAVE A C. 811(° LAW - (118" HS«OW. ll8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7118" LAMI - (3110' A, OSO, 31!18' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118' LAMI - (3118" AMD, 3118" HS) F. 7118• LAMI - (3118" HS480, 3118' HS) 0.13110" LAMI IG -118" OR 3118' A (MIN.), 6l10' OR SW SPACE, Of10' LAM -(V8' A,.080. IV A) H.13/10" LAMI IG -1W OR 3 MW A (MIN.j, 6110' OR 314' SPACE, 6118° LAN - (10 A,.080,1l8' HS) 1. 13118° LAMI IG -1t8" OR 3M8'A(MN.L 8/18" OR 3!0' SPACE, SMO' LAMI- (118' MOOD. IV HS) J.13M0' LAMI IG -1A" OR 3/10' A (MIN.), 3M0' OR 114" SPACE, 7M0" LANG - (3110" A.O, 3118' A) It 13178' LAM[ 10- Iff O R 3118' A (NBN.), 3110' OR 114' SPACE, 7118' LAMI - (3110' AM, 3110' HS) L 13118' LAMI IG -'UB" OR 3110' A (MIN,), 3110" OR 114' SPACE, 7118' LAN -(3118' HS,.08D, 3P[0' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOW01, GO TO NEXT LARGER WINDOW INTAKE HEAD & SILL: 101PC MAX ON EACH SIDE OF MEETING RAIL CENTERUNE. 18 314' MAX FROM CORNERS. JAMBS: W MAX FROM CORNERS AND 221/2' MAX O.C. TABLE KEY: x 2+133+2 3 AI>iCft�t QUANTITY PER JANAB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (A)ANCIiOIi$ CENTERED ON THE. MEETING PAL PLUS (2) ANCHORS AT OPERABLE VENT AND FlXED SECTION. (7) ANCHORS TOTAL AT HEAD AND BILL (3' MIN. O.C. ANCHOR SPACING) 3 �+�18 314' MAX Ir REP. X T-- Q MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORSQ (SHOWN IN TABLE KEY ABOVE) PRODUCri asomwim ommingaw a �.^ 4 4 3 3 3 4 8 3W MAX. 31 912" N- I�J' NAI 4 V REF 4 T- O 4 4 MTG. RAI' 8 EXAMPLE CLUSTER W/ OTY. OF (4) ANCHORS IWO I NT81 10 It 11 1 41227-10 uft ' // No. 68708 i'0 . NG 8T��►TEOE��~ • � '..c.�•....Fiamop. G� ` P.E988� CONCRETE ANCHOR, NOTE 1 1!4" MNG SHIM ::. i •. ;� 1'3!4° MIN. MIN.E.D. TYP. 3.4 KSI • ' CONCRETE 2x WOOD ' DETAIL C BUCK NOTE 3 WOOD ANCHOR. NOTE 2 1 3!4° ASN. E.D. TYP. 2x WOOD BUCK, ml NOTES: MIN. 3.4 KSI (9 B KSI CMU) � 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAM14DADE COUNTY APPROVED 1/4° E,CO CONCRETE NOTE 3 ° 13W TAPCONS EMSEDED 1318° MIN. OR 114° S34 CRETE -FLEX EMSEDED I SW ANN.. MINIMUM DISTANCE FROM • 4 RAIN. ANCHOR TO CONCRETE EDGE IS 1314°. FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. • �, _ ' ••ip: NOTE 1 ..�- �"'%rs1ONAI NOXM8. FL3W5 tx WOOD - -�- 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 012 STEEL SCREWS ((6) OR V4° 834 CRETE -FLEX WITH BUCK. 4 NOKOMi8,0.3�'27d 012 TRIMFIT HEAD. NOTE 3 MA KSI CONCRETE) WOOD 111!4 3. WOOD BUCKS DEPICTED IN THE SEGTIONIS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOW SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAXG JJ MAX. WOOD SUCKS DEPICTED AS 2x ARE 1 117 THIOK OR GREATER. INSTALLATION TO TME SUBSTRATE OF WOOD SHIM SHIM BUCO TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, CONCRETE WOOD ANCHOR, ANCHtXt 4. FOR ATTACHMENT TO ALUMINIM. THE MATERIAL SHALT. BE A MINIMUM STRENGTH OF 6063 -TS AND A MNgMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1W THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE TYP. 2x WOOD BUCK NOTE 3 WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 1x WOOD BUCK, NOTE 3 SEE NAILINN 14 TYPICAL FLANGE FRAME HEAD SECTIONS DETAIL F (JAMB DETAILS E, F & I) 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED, 1 A 3 �1 318" 1 ° NL 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSMLAR MATERIALS SHALL MEET THE REQUIREM ENT$ OF FLORIDA BUILDING CODE. CONCRETE ANCHOR, NOTE 1 1!4" MNG SHIM ::. i •. ;� 1'3!4° MIN. MIN.E.D. TYP. 3.4 KSI • ' CONCRETE 2x WOOD ' DETAIL C BUCK NOTE 3 WOOD ANCHOR. NOTE 2 MIN. ml i!4 MAX. 1 (9 B KSI CMU) � tLll+tr SEE NAILING DETAIL D uceni� .p • OR E SECTIONST�A*, 10MISCHNOLOWDRW �"'%rs1ONAI NOXM8. FL3W5 ER WAMIM, WPACT PER NOTE 1 PA. BQX 1 NOKOMi8,0.3�'27d yyji MA KSI CONCRETE) WOOD CONCRETE 1 ANCHOR, NOTE 2 ANCHOR NOTE 1 _ _ 1314° 3 011ERI I -IO � °MIN. •, E D (HE &SRL DETAILS A B, C, p, & H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILINN 14 DETAIL E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, NOTE 1 1!4" MNG SHIM ::. i •. ;� 1'3!4° MIN. MIN.E.D. TYP. 3.4 KSI • ' CONCRETE 2x WOOD ' DETAIL C BUCK NOTE 3 WOOD ANCHOR. NOTE 2 DETAIL H (HEAD) NAILM .131 DIA. MIN. x 2117 NAIL AT CORNERS AND W O.C. TYPICAL. DETAILS G, H & L DETAIL G (SILL) m mo I Haff 1 11 oil 114° ml MNG S12 SEE ` 1 MIN NAXJN13 � tLll+tr SEE NAILING DETAIL D uceni� .p E9110NS E SECTIONST�A*, 10MISCHNOLOWDRW �"'%rs1ONAI NOXM8. FL3W5 ER WAMIM, WPACT :Fj% a Lr sf PE PA. BQX 1 NOKOMi8,0.3�'27d yyji DETAIL H (HEAD) NAILM .131 DIA. MIN. x 2117 NAIL AT CORNERS AND W O.C. TYPICAL. DETAILS G, H & L DETAIL G (SILL) m mo I Haff 1 11 oil PRODIXTREVISIM eoP gad ft Flogs ml Act i p04 � tLll+tr SEE NAILING uceni� .p DETAIL I (JAMB) E SECTIONST�A*, �"'%rs1ONAI ER WAMIM, WPACT :Fj% a Lr sf PE F0, 6 - 4127-10 E I , 1147 NW 136th AVENUE BOUMARY S° Y PHONE:(786) 342-1561 MIAMI, FL. 33182 , SCALE: 1" =20' FAX: (305) 207-7191 PROPERTY ADDRESS 380 NE 91 ST. MIAMI SHORES, FL. 3313_8 LEGAL DESCRIPTION: (FURNISHED BY CLIENT) THE WEST 1/2 OF LOT 2 AND ALL LOT 3 BLOCK 2 SUBDIVISION EL PORTAL — — ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9-- AT PAGE 101' OF THE PUBLIC RECORDS OF� MIAMI—DADE COUNTY, FLORIDA. d �lre 91st ANT 8.30' (70.00 TOTAL K" 20.00 J8.28' PAVMW 0 BRICK 20.00 LO PKNVY M FAX ow P.I.P 0Th' ow (NO IM 7 5.0 0 (R & M) 5' SMC (NO ID) (50.0e) B.C. F, I o LO I p apMIL IOCKI N m N "N mad c ry I O O 14.2VA 12.94' ODr9o I 14.90' 1 � ONE STORY I It DO RESIDENCE I No 380 1 FFE= 10.89'1 113.65' 32.50' 9.60' u E AC 14.65' FAQ MAL .RNID NULL O OM . 1MEIRENr LINE A m NRC DISWN/E F.H. m FEE HYDRANT I m NOONAL GEODETIC VERTICAL DATUM B10O. m BUIDQIi F.I.P. ` OF 9.00' I C.B.a CJOC11 RISOW FJJL m FARO REBAR 30.00' ro,LOT UNE W 1B r22 m COCA47E BLOCK SIF 'm LPx n I P.C.P. . PERMANENT CONTROL PONT BWaC 2 I ®CLEAR 1 JAC 1 1 m LIGHT POE PA m PACE CA . CEm1ER LDE coo P`0& . PORT OF BECDODD 38.00' I . CONOREIE (R @ M) REODRD @ MFAS&D m I F, a9.� m EIEMA7DI NTS. k In in 8.4 ON I N BLOCK 2 1 P� P.I.P 1 ow 75.00(R&M) LO (NO im ol o LOT 22 LWT 23 0 BLOCK 2 BLOCK 2 THIS SURVEY DO'S NOT REFLECT OR DETERMINE OWNERSHIP. F MINATON OF THE ABSTRACT OF TIRE: WILL HAVE TO BE MADE TO DETERMINE RECORDED 067Ru11MM IF ANY. AFFWM THE PRtREDY. THIS SURVEY IS SUBJECT TO DEDICATION S, ERBTATAIM RESIRICTIOES. RESERVATIONS OR EASEMENTS OF Tom. LEGAL DESCRIPrIM PROVIDED BY CLIENT. THE LIAOUIIY OF THIS SURVEY IS LIDDED 10 THE COST OF THE SURVEY. UNDER== ENCROACHMENTS. IF ANY. ARE NOT SHOWN. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOORI, ANP/OR FOUNDATIONS ANP/OR UNDERGROUND IMPROVEMENTS OF ANY NATURE. IF SHOW REARM ARE REFEREI) TO AN ASSUMED MEPoDUW. IF SHOW, ELEVATIONS ARE REFERRED TO N.O.VA OF 1899. THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:10000. THIS SURVEY IS HOT INTENDED FOR NEITHER DESIQN FOR CONSfRUCTM PURPOSES. FOR THOSE PURPOSES A TO'OOtAPWC SIRRVEY IS REQUIRED FQRCE OWNfRSNP NOT DETERMINED LI r1:i�:Rt�l,�.71 RIS O O UIS M r -T PIP ow (NO ID) LOCATION SKETCH (N.T.S) is Rmt Oawred by PROHeWwvW UOWAy ORDER No. 12-0401 U.P. AJC . UTILITY POLEFA . AIR vaD ENA m FOUND NO. m DOJRT FAQ MAL .RNID NULL O OM . 1MEIRENr LINE A m NRC DISWN/E F.H. m FEE HYDRANT NAVA m NOONAL GEODETIC VERTICAL DATUM B10O. m BUIDQIi F.I.P. m FOUR am PIPE OF . OYERIIFAD EIECTW LINE C.B.a CJOC11 RISOW FJJL m FARO REBAR P.B. m PUT BOOK O.B.IL m COCA47E BLOCK SIF 'm LPx m LOWEST FLOOR EIiWITON P.C.P. . PERMANENT CONTROL PONT CL ®CLEAR LP. m LIGHT POE PA m PACE CA . CEm1ER LDE P`0& . PORT OF BECDODD OOIC. . CONOREIE (R @ M) REODRD @ MFAS&D PA PROPERTY PROPERLINEOIE m MARRNHANCE FA4mi 1f a9.� m EIEMA7DI NTS. . NOT TO SCALE FLOOD ZONE = X FIELD WORK REVISIONS DAA 04/02/2012 DATE: THIS CER U`n THAT THIS SURVEY OF THE PROPERLY DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION AND THAT THE SAME MEM THE MMBIUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYM AND MAPPERS IN CHAPTER 61017-6. FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES. ARTURO R TORAC P.SM 3102 Of XIUD 1111MOOf TIE SONATURE ADO WE OROSI. RVITE SIAL O A NSA UGHEED St wm AND IMPPER ® .CAS. WALL WOOD FIRICE (8' MQ R . RADIUS RAD, m RADIAL RES. = RESIDENCE R/W . BORT O WAY BEC. . SECTION SLY . STM sm . SIDEWN.K RIE m um1TY EASEMBRT BIC -DOCK OmanI OMIT. . DAY PAC . POR O C016E17-IEYEM PA . POO' O' CURMIAW -C—-C 40 UWFIDES(4! HON) a . CENTRA. ANNE JUL 10 2012 MECAWinc Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date : 6/22/2012 Project No. 17-12 Company Name : Adolfo Gonzalez PE Designed By DAR/AG Address : 2050 Coral Way Suite 502 Description Facade Modi£ica City : Miami Customer Name Brian D. Wolste 1 State :Fl Proj Location 380 NE 91 St Sho File Location: C:\Program Files\MECAWind\Default.wnd Directional Procedure All Heights Building (Ch 27 t ) All pressures shown are based upon ASD Design, with a .Loa F f .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category Natural Frequency = N/A Flexible Structur Importance Factor = 1.00 Kd Directional Factor .85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.53 : 12 Slope of Roof(Theta) = 7.26 Deg Ht: Mean Roof Ht = 9.67 ft Type of Roof = Hipped RHt: Ridge Ht = 11.17 ft Eht: Eave Height = 8.17 ft OH: Roof overhang at Eave= 1.00 ft Roof Area = 1580.00 ft^ 2 Bldg Length Along Ridge = 46.17 ft Bldg Width Across Ridge= 45.08 ft Gust Factor Category I Rigid structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gnat Factor Category Ii Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, G1Cpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.5-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems f L � � M I� `I B Kh: 2.01*(Ht/Zg)^(2/Alpha) 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1580.00 ft^2 Reduction Factor based on Roof Area - 0.80 MWFRS-Wall Pressures for Wind Normal to 46.17 ft wall (Normal to Midge) Wall CP Pressure Pressure +GCPi (psf) -GCPi (psf) --------------- ----------------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Sz Sat qz Press Press Total ft psf +GCpi -GCp:L +/-GCpi ---------------- ------ ----- ----- -------------- ------- --------- Windward 11.17 0.85 1.00 33.94 16.97 29.19 37.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 4.8 ft -0.90 -32.07 -19.86 4.8 ft to 9.7 ft -0.90 -32.07 -19.86 9.7 ft to 19.3 ft -0.50 -20.53 -8.32 i 19.3 ft to 45.1ft -0.30 -14.76 -2.55 MWFRS-Wall Pressures for Wind Normal to 45.08 ft wall (Along Ridge) Wall CP Pressure Pressure +GCpi (psf) -Gr-pi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.40 -8.18 Side Walls -0.70 -26.30 -14.09 Wall Blev Kz Kzt qz Press Press Total ft psf +GCpi -GCPi ------- +/-GCpi --------- ---------------- ------ ----- ----- Windward 11.17 0.85 1.00 ------- ------- 33.94 16.97 29.19 37.37 Note: lJ Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward 8dge CP Pressure Pressure ------ +GCPi(Psf) ---------- -GCpi(Psf) ---------- --------------------------------- 0.0 ft to 4.8 ft -0.90 -32.07 -19.86 4.8 ft to 9.7 ft -0.90 -32.07 -19.86 9.7 ft to 19.3 ft -0.50 -20.53 -8.32 19.3 ft to 46.2 ft -0.30 -14.76 -2.55 MECAWind Version 2.1.0.6 ASCE 7-10 .Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 6/22/2012 Project No. : 17-12 Company Name Adolfo Gonzalez PE Designed By : DAR/AG Address 2050 Coral Way Suite 502 Description : Facade Modification City Miami Customer Name : Brian D. Wolstenholme State F1 Proj Location : 380 NE 91 St Miami Shores File Location: C:\Program Files\MECAWind\Default.wnd 4 -alts Root" not . 5 5 a 2 X22 2 '.� 2 F Elio Roof 7 < 0 <= 27 Ek Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" a 3.868 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 Gap GCp psf psf' -------------------------------------------------------------------------- W-1 6.33 4.33 27.4 5 0.83 -1.25 34.29 -48.38 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 4 0.85 = 33.94 psf to Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-190417 Permit Number: RC -7-12-1262 Inspection Date: May 01, 2013 Inspector: Bruhn, Norman Owner: WOLSTENHOLME, BRIAN Job Address: 380 NE 91 Street Miami Shores, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Garage Enclosure Phone Number (305)758-3477 Parcel Number 1132060190200 Contractor: GALLOWAY CONTRACTORS & BUILDERS INC Phone: (305)972-8150 Buildina Dsoartment Comments GARAGE ENCLOSURE TO LAUNDRY ROOM Infractio Passed Comments INSPECTOR COMMENTS False Pass Inspector Comments Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 01, 2013 Page 1 of 1 / l ©!—eS MR, M, a i - CowWf Department 11805 S.W. 26 Street, Miami, FL 33175-247 www.miamidade gov/bui lding ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: .. Project Name: D 95�61 h' Job Address: 300 NEE 1 STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the ENERGY. SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE. the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (check only applicable boxes). ❑ 1) Exterior CBS Walls Insulation: R-_1& (Min.): Material: foe 1 !k Thickness: inch (es): Density: lb/ft: Mfgr s ❑ 2) Exterior Frame/Metal Stud Walls: R (Min.): Material: Thickness: inch (es): Density: Ib/ft: Mfgr. ❑ 3) Exterior solid concrete walls: R (Min.): Material: _ Thickness: inch (es): Density: lb/ft: Mfgr: ❑ 4) Interior walls separating A/C from non A/C spaces insulation: R- (Min.) Material: : Thickness: inch (es); Density: Ib/ft ❑ 5) Mi n TI -FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON ,(Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for flame walls, and to R-3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13-602. ABC.1.1, on page 13.74, latest edition. These' mirrimum levels of insulation". are not included in the Energy Calculations, but shall be installed in the field. ❑ 6) Ceiling insulation R-'30 (Min.); Material: V tZ Plus Zs W Thickness: 10 inch (es): Density: Ib/ft: Mfgr. ❑ 7) Walls, partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must maintain the required rating). ❑ 8) Floor/ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class (HQ rating of not less than 50. Make photocopies of this sheet in your office, as required for future job Installed by: V I'r ilw Aviy6t�% Insulation Company Name Insulation Contractor Signature Insulation Contractor CC#CAC 140�1LM Date Certifi rl�+l 2 0 O.C.Builder TA& )J %f�a�f�r, Compan Name G.CJBuw der,s Signature Building ContractorCC#:Q ifam, Date Certified: �alZ� ZO Zdli Note: For lightweight Insulating concrete, use appropriate forms, separate from this one. Revised 02-26-2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 �nspection Number: INS P-190418 Permit Number: RC -7-12-1262 Inspection Date: May 01, 2013 Inspector: Bruhn, Norman Owner: WOLSTENHOLME, BRIAN Job Address: 380 NE 91 Street Miami Shores, FL Project <NONE> Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Garage Enclosure Phone Number (305)758-3477 Parcel Number 1132060190200 Contractor: GALLOWAY CONTRACTORS & BUILDERS INC Phone: (305)972-8150 Buildina Denartment Cnmmpntx GARAGE ENCLOSURE TO LAUNDRY ROOM Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed El Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 01, 2013 Page 1 of 1 Z U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program ESP ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION & ` A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 380 N.E. 91st STREET City MIAMI SHORES State FL -ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, eta) EAST 1/2 OF LOT 2 AND ALL LOT 3 BLOCK 2 (PB - 9 PG -101) " EL PORTAL" A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, eta) RESIDENTIAL A5. Latitude/Longitude: Let 25*51'30" Long.80*11'22" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number 8 A8. For a building with a crawispace or endosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1511 sq ft a) Square footage of attachT garage WA sq ft b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 15 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 1716.80 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 120652 VILLAGE OF MIAMI SHORES I MIAMI-DADE I FLORIDA B4. Map/Panel Number B5. Suffix Be. FIRM Index Date B7. FIRM Panel Be. Flood B9. Base Flood Elevations) (Zone 120011C-0302 L 09/11/2009 I Effective/Revised Date Zone(s) AO, use base flood depth) . , 09/11/2009 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item 69. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? [3 Yes ® No Designation Date: WA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARAE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N-568 Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in Items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, cxawlspace, or enclosure floor) 9.30 ® feet ❑ meters b) Top of the next higher floor 10.80 ® feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ® feet ❑ meters d) Attached garage (top of slab) NIA ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building !Q ® feet ❑ meters (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) $$$ ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 9.01 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, Including structural support 0.00 ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This codification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the Information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U. S Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here If attachments. licensed land surveyor? ® Yes ❑ No Cerdflees Name ROBERTO BRIZUELA License Number 3064 Title PRORLAND SURVEYOR Company Name ROBERTO BRIZUELA & ASSOC. Address 7319 WEST FLAGLE ST City MIAMI State FL ZIP Code 33144 Signature _ _ _-zzZ, Date 04/26/2013 Telephone 305-5514393 PLACE SEAL . HERE LS#V64 CL.CYM 1 iym %ocm I Irmom 1 C, pissiv L IMPORTANT: In these spaces, copy the corresponding Information from Section A. ,M Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. y 't 380 N.E. 91st STREET, City MIAMI SHORES State FL ZIP Code 33138 .NIl- MM" - " , Eff SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. Comments (1) HIGHEST CROWN OF ROAD ELEV.= 8.30' C2 (axe):TYPE OF EQUIPMENT:AIR CONDITIONER NOTE:LAT/LONG WAS TAKEN USING GPS GARMIN DEVICE nature Date 04/26/2013 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, ff available. Check the measurement used. in Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (Including basement, crawispaos, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see ages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or El below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. B; and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used to Items G8 -G10. In Puerto Moo only, enter meters. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following Information (items G4 -G10) Is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compllance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name . Title Community Name Telephone Signature Date Csrcments ® Check here ff attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. ANF QIN�N'1US' Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 380 N.E. 91st STREET City MIAMI SHORES State MIAMI ZIP Code 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 380 N.E. 91st STREET City MIAMI SHORES State FL ZIP Code 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086-0-33 (7/12) Replaces all previous editions. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-190419 Permit Number: RC -7-12-1262 Inspection Date: May 01, 2013 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Zoning Final Owner: WOLSTENHOLME, BRIAN Work Classification: Garage Enclosure Job Address: 380 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: GALLOWAY CONTRACTORS & BUILDERS INC Building Department Comments Phone Number (305)758-3477 Parcel Number 1132060190200 Phone: (305)972-8150 GARAGE ENCLOSURE TO LAUNDRY ROOM Infractio Passed Comments INSPECTOR COMMENTS False Cl� Passed _Wff Inspector Comments CERTIFICATE OF USE Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 01, 2013 Page 1 of 1 `>b Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR Bk 28558 Ps 4375; ffns) RECORDED 04/021213 09:37:12 HARVEY RUVINY CLERK OF COURT MIAMI–DADE COUNTYr FLORIDA LAST PAGE Tel: (305) 795.2204 STATE ot= FLOPJDA, dogWY of t." Fax: (305) 756.89721 ME1MY CER"PY""ie•jlpt don or4nal filet In lffte �pn mJ Owe f� ADS INITNESSWIMdOW0111405M. HARMMM # C1so DECLAMATION OF USE KNOW ALL MEN BY THESE P ESENTS: WHEREAS, the undersigned � _ is/are the fee simple owners) of the following described property (°Property°) situated and being In Miami ores Village, Florida: Q Lot(s)3 1& Block -z.gg ' of t 6 PD 40 (Subdivision), according to the plat thereof, as recorded int Book Page 01 of the Public Records of Miami -Dade County, Florida, (address) � � � ►% s di� 3 and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: agree: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and 1.. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-0ade County now In effect or hereinafter enacted. 2. That the property Will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of sakiNfi age than in effect IN WITNESS WHERE the undersigned ha0have caused 200 -!g - WI Signature and Print �o 5 e 7—& og 1,1 es 1) Signature and Print a s STATE OF FLORIDA 1 COUNTY OF MIAMI-DADE hand(s) and seal(i) th be affixed hereto on this day of & R OWNERS: Signature r and Print O Signature and Print _ I HEREBY CERTIFY that on this day personally appeared before me � � �' i, W �a, �, who is person ly known to me or has produced Ac4— c- e– (type of Identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this 0 / day of 1 ,eve' L .20/3. JOSE TRAVIESO M commission expires: :* w COMMISSION # EE 189121 My Pi ` ` £ EXPIRES: Apr812, 2018 Rf ° BIThtu P PnhGc Underomt�s NOT , TETE OF FLORIDA • 11 FORMS FLORIDA BUiiDtNG CODE, ENERGY CONSERVATION FORM 402-2010 Residentisi ouiidirtg Thenal Envelop Approach AL1. MATE ZONES j pm CCgmmpom wn Secfto 402 of ft Rack BgMV Gong EmW C&MAalforl sW be dorumsbated l y the ume of Form 402 for singla- and mulfi;*L-4� nsiderm Of Rm � or less ht hmK adds ms W casting residemial buildi8gs, refmvWm to exp build�s ww watt to of as �bie.To ctuffply a buildingtmistfryaetus a1f tdtine W y r on 402Aand a8 4� tib n to a whom m dans not cmrmlv tffi method or A> Form 442. it std cam* tad' Section 405 of F Bre Cts PROJECT NAtIIE MA IC& � �= 4. LA AND W elf t;'i fit rOFFIC& OWNERt Ay.�at� 4%1 W IetS to NO.: �noN No. 3Z faQ &a. 1. New consbuction, addfWry or G dOng 2. single waft detached or mulfiple-twaily atm 3. ff muMpte-tarnliv -14o. of rugs comed by Oft submission 4. Is this a worst case? (yes MO) TW5 P T IS %440T s CondUianeditooram(mf-fL.) �TiOV �1S btai-N & Glass type and an= a. U-EactorRE MEt�IT OF A 6MA(-V b. C. � area W f iJt� WAWA. 4, wCLIDOW . moil is CAST) 046 7. Rwcetrtage of glass to Row ales & Floor type, area or peri r, mW lrmdetfan: a. slab-m-grade(R-value) b. Wood, raised (R-vahm) c. Wood, commm (It value) d. Concrete, raised (R -value) e. Concrete, camr n OL -value) 8. tida# type, am and mon: a. Exterior. 1. Masonry (Insulation R -valor) 2. WODd fre=e (Insulation R -valve) b. Adjacent 1. Masomy (Inailatim R -vain) 2. Wood fia=e (hwuiadm R -value) 10. ceding type, gran and hnudadlmh a Under attic (boalatim R -value) h Side amem* (Insulation R valve) 11. Air disbilimdon systm Dual Insulation, location. On a. Dud locafim insulaf m b. AHU Dian c. Qn, Test repast attaded (< 0.03; yeshlo) 12. Cooling system: a Tyle b. Fmcienrcy 13. Heating system. a Type b. Efficiency 14. HVAC sbding cahz n atmched 15. Hat water system: a. Type L Efhciem-y please Print CR 2.!J.F+Q- 3. -' 4. S. I , 6wo- 041D &a. Bb. tic. s4 fE 7. p.2o % $a, R= © '31 umfL Sb. R= sq fL Br, R= -sq -IL 8& R= -SCIA 8e. R=' sWft 12a. Typal _ . 12b. SEER/^_ t3a.7ype: 13tL f{SP RIE t4.� No t5a. Types t5J. EF - f oendtydgt P am to moomewoftF ftftwofpkmam vmftom wiewbrdft muman wAgm v if WMftF lufib so . dft bWWftwZba bM80dtmwm m PtEPAM Bt d^TE l l I f I' ✓ CODE tIFFfCW.: f bH catdtY afat dds bib h1, , wfth dre FMW3 EmV Code: OWNER AGHP. MYE f7N7E C.4 2010 FLOFWA uutl vavu 43WC - cnrrm y ••rr.•.x. •.� • �•••• r TAP" fin2a -- — -- U-Facw<OAS o ®,I VftdoW ( 2): SHOO-om tr.3 - Odkwftwwm 405ZI *AofMA<= %ofCFA- §f ams oron rodstD R4t t R$ DUM " 'tO %-"G bya t s f BEFIS u*a=<On F um.fv p"ftmCM* M Nj TWW4M4AI PFmft sww or dady chowaft sydonphm madam to + amessm a mmd Dr = S dOW LJ u c <o.M U-Fao6ot n ' F No MMUMMA R.Vgb..- 9 • see r R-ts ow ornuse v -6Rana ( i ear R•iS R -V"- � F Man (seeRoM3) Rte= "73 himmorma R 79 R VBQ � est mpmt R-Vaw= • TAO {saeRo�384) OdW,SsFwftcwm o25 II �R�f Yeaab C syatern (me tads a) � Team CuoMmk & ah tm�ng NotaBowd toP� CmuMwWdSPWSY Duct R R a& R -Value m %SWOMP CA QR50M on. SEER.13.0 sm Heaftsymm Feat (see Nam 51 C SEER =139 Healm HSK s 7.7 Aatlese AFUE M AFUE m AFUE Oukmmm ARIE 78% asoMe meWanw. tidal (sea P1ota5) r,�) taw", Qat s ", - E (sael NOW8k 40 gat EF =092 (,j!'t EF- 509*EF=0.9D tiae (sea p�te7k 40 Ge EF m 0.9 _ EF- SO gat EF -OM 08�r (dmcdba}: SEWUM TO bec d. g or ssamd- a maned 8 asrt ASF ME 8 its desa Atr 402.4 263 ad daas =03D sq7 m vlsuat outaw air. Odkwftwwm 405ZI R 19 spam peraoag. *am kwomk& wisp Poommmalmoommm 403.4.1 §f ams oron rodstD R4t t R$ DUM " 'tO %-"G bya t s f BEFIS Ak 40"C F um.fv p"ftmCM* M Nj TWW4M4AI PFmft sww or dady chowaft sydonphm madam to + amessm a mmd WMw heaWs 403.4 mmlodt t ( ) or (9®k OFF amt. m . S(�ataltp0�iaiae m�soratca t�eian0' .rr. Softrm* PW g 5W 40.4.9nuWhgMsmk*Mw lameomapt other Fled4th 0. 88VB6i1atl [ sn pwTaweS82-& 4/ firma 4W ow ornuse 404.1 tas0>1OtYe At Of l t 8 ahg b. Wq- 2Mu FLOFEM BftMG COM — EMMY conSEvarM Air System Sizing Summary for AHU-1 (EXISTING) Project Name: WOLSTENHOLME RESIDENCE 12/02/2012 Prepared by: JP 01:31PM Air System Information Air System Name:-.._-......_..._ AHU-1(E)USTING) Air System Type: .. ...............................Single Zone CAV Sizing Calculation Information Calculation Months ...........----------- - . _--.-..--Jan to Dec Central Cooling Coil Sizing Data 1400 Total coil load: - - - ............. ...... .. ...............3.9 Total coil load - — - - ....................................................46.9 75.4/61.9 Sensible coil load .--------------......_-------------------- ----- . -......45.2 Coil airflow: -------------- ----------------- _..-...................... -2085 Sensible heat ratio:._..-------------.-----_-------- ---- -------- ---0.964 Area per unit load .-------- ----------------_-- ------------ --.-..-..-431.4 Load per unit area:..-------------------------------------------- ----- ----- 27.8 Tons MBH MBH CFM sgft/Ton BTW(hr-sqft) Central Heating Coil Sizing Data Max coil load-------- ------------ ---------------------------------- .14.0 MBH Coilairflow: ............... ............. .............................................. 2085 CFM Load per unit area: --------------------------- - ------------------------ 8.3 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow _--------------------------- ____ ................... .2085 CFM Standard airflow, --------------------------------------------------2084 CFM Actual max airflow per unit area: ------------------------------------- 1.24 CFM/sgft Outdoor Ventilation Air Data Design airflow:........ - ................. - ...... _0 CFM Airflow per unit floor area-*..-. --------------- ------- — ------------ .-0.00 CFM/sgft Space Sizing Data Number of zones --------------- -------------------------------------------1 FloorArea .------------------------------- --- ..... _...... ......... . ........ 1686.0 sgft Location . -..-----------------------------...............Miami IAP, Florida Calculation method :.......-.---- Transfer Function Method Load occurs at: ----..-.---.---- ...................-..................-..Jul 1400 OA DB / WB ........................ -..... ----------------------- ---90.7/76.9 Entering DB / WB-- ------------- -------........................... 75.4/61.9 Leaving DB / WB:.......----- ------------ ------ -------------......-55.3!54.0 CoilADP--- ---- ------------------------------------ ------------------------- --------- 53.1 Bypass Factor ------------------ --_....... .--------------------------- ---- 0.100 Resulting RH------------------ ..... ------------------ . ----------------47 Design supply temp--------------- _------ ---------------- ------55.0 Load occurs at: ......................................... ---Des Htg Ent DB / Lvg DB:.........................................................70.0/76.2 F Fan motor BHP----------------------------------------------------------- -0.24 BHP Fan motor kW :................. — ---- -.--_--_-------------------0.18 kW Fan static*_. ... ------------- _ ----- -- -- .----------- - ----------------0.40 in wg Airflow per person: ----------------------------------------------- .-------------- 0.00 CFM/person FLOOR PLAN 45.0 2085 Jul 1400 14.3 1686.0 1.24 Block Load 4.15 Page 1 of 3 System Design Load Summary for AHU-1 (EXISTING) Project Name: WOLSTENHOLME RESIDENCE 12/02/2012 Prepared by: JP 01:31PM Block Load 4.15 Page 2 of 3 Window and Skylight Solar Loads 308 s ft 6991 - 308 sqft - Wall Transmission 1249 sqft 2273 1249 sqft 4296 Roof Transmission 1686 scift 13132 1686 s ft 4370 Window Transmission 308 sqft 2907 - 308 sqft 5135 Skylight Transmission 0 0 0 sciftl 0 - DoorLoads 72 scIft 294 72 518 Floor Transmission 1686 1699 - 1686 0 - Partitions/Ceilin s 0 0 O s 0 - Overhead Lighting 3709 W 12656 - 0 W 0 - Electric Equipment 843 W 2876 0 W 0 People 4 980 820 0 0 0 Infiltration 0 0 0 0 Miscellaneous - 1200 850 0 0 Safe Factor 0%/0% 0 0 0% 0 0 `0 Thermostat and Pulldown Adjustment -397 334 0 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 - 0 0 Plenum Lighting Load 0% 0 - 0 0 Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 2085 CFM 618 - 2085 CFM -618 Central CoolingCoil - 45229 1671 - 0 0 Central Heating Coil - 0 - 14035 - 1110014 -C Block Load 4.15 Page 2 of 3 . 1 . Zone Design Load Summary for AHU-1 (EXISTING) Project Name: WOLSTENHOLME RESIDENCE 12/02/2012 Prepared by: JP '01:31 PM Window and Block Load 4.15 Page 3 of 3 y,. Skylight Solar Loads 308 6991 308 Wall Transmission 1249 sqft 2273 - 1249 sqft 4296 Roof Transmission 1686 s ft 13132 - 1686 sqft 4370 - Window Transmission 308 sqft 2907 308 sqft 5135 Skylight Transmission 0 sqft 0 O sqft 0 Door Loads 72 sqft 294 - 72 sqft 518 Floor Transmission 1686 sqft 1699 - 1686 sqft 0 ParBtions/Ceilin s 0 sqft 0 O sqft 0 Overhead Ughting Lighting 3709 W 12656 - 0 W 0 Electric Equipment 843 W 2876 0 W 0 People 4 980 820 0 0 0 Infiltration 0 0 - 0 0 Miscellaneous 1200 850 0 0 SM Factor 0%/ 0%1 0 0 0% 0 0 pt - - ate:_ - — '-_ Block Load 4.15 Page 3 of 3 y,. Miami Shores Village Building Department }MC 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 II'"� Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: ]BUILDING JOB ADDRESS: 3%o hf- c\ S� JUL 10 2012 FBC 20 Permit No. Z� i qJa Master Permit No. ROOFING City: Miami Shores County: Miami Dade Folio/Parcel#• Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titlehol Address: 3po0 NE 040y City: Tenant/Lessee Name: Email: 14 4- �'oa W7%—ZA%A State• P1. gip; 1) 141 CONTRACTOR: Company Name:& -W owed Ufirfckc�crs I � 6 Idy,g Phone#: Address: City: Pw�j C� Bran —State: Zip: 321 3 -1— Qualifier Name: Phone#:off Da Ia q State Certification or Registration #: CC,( i L( L 1 Certificate ofCompetency#: Contact Phone#: d- 49 Email Address: V j_ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ i 000 Square/Linear Footage of Work: Type of Work: OAddition Alteration DNew DRepair/Replace ODemolition Description of Work: oa Submittal Fee $ Permit Fee $ 11iSO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 1 � - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC,.... . OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r4nspection fee will be charged. Owner or Agent The forego' g uistrument was acknowledged before \me this 10 day of, 20 _\I., by OCia�1 who is pMgpally known to me or who has produced NOT Sign: Print: As identification and who did take an oath. tractor The foregoing instrument was acknowledged before me this day of t "� , 20 31 by � of who i< ersonally 1 wn o me or who has produced as identification and who did take an oath. My Commission Expires: MY COMMSSION # DD %M4 E ff=: Aprff 26 , 2014 Ndw T ru Netffy Public Ods APPROVED BY Q��.� Plans Examiner t Y Structural Review (Revised 3/122012)(Revised 07/10/07)(Revised 06/102009XRevised 3/15/09) NOTARY PUBLIC: Sign: Print: C G�ue_y_wic. My Commission W. MY.CWM=W#EE16W WIRES: M&Y It gole Zoning Clerk Oct 29 12 11:06a Alex $ Reyna Ramos 305-221-5411 p.1 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487,1395 1940 TLRSTEH$MONROE STREET FL 32399-0783 FERNANDEZ, DAMIAN JAVIER GALLOWAY CONTRACTORS AND BUILDERS INC 14881 S.W. 161ST STREET MIAMI FL 33187 Congratulationsl With this license you become one of the neatly one million Ftoridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better. For information about our services, please log onto wwar.myflorldallcense.com. There you can find more tnformaGan about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: Ucense Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new license! AC# DETACH HERE STATE OF FLORIDA STATE OF FLORIDA AC# ' DEPARTKMT OF Bra:[NESS AND PROFESSIONAL REGULATION CGC1509461 07/19/12 128012583 CERTIFIED GENERAL CONTRACTOR FERNANDEZ, DAMIAN JAVIER GALLOWAY CONTRACTORS AND BUILDER IS CERTIFIED under the prowaimo of Ch.489 F9 @aglrat— date. AUG 31, 2014 L12 0719 010 9 5 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIGN CONSTRUCTION INDUSTRY LTCLVt1Ttar2 sennrsr, ria>aea below IS CERTIFIED Vader the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 GALLOWAYZCONTRRAI ORSV,AND BUILDERS INC 14881 SW 161ST STREET MIAMIFL 33187 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED By LAW KEN LAWSON SECRETARY Oct 29 12 11:06a Alex & Reyna Ramos 305-221-5411 MIAMhDADE MawmTAX 2012 LOCAL wSyMBS TAX 140 �{iLERRST " � TATE O RIDA 2013 f1R3T-GASB tat FLOOR EXPIRESSEp► 90,=13 O.S. POSTAGEWARN. FL 33130 MUST BE DISPLAYEV AT FLAN QF BUSpjM PURSUANT TO 0OUtM CODE CHAPTER aA - AAT. 9 & 10 M1AM1, Ft PERMDT (1lQ. 231 561336-0 - -- . BUSINESS NAMEILOCATIOM RENEWAL GALLOWAY CONTRACTORS AND BUILDERS STATES RECEIPT NO. 461585453-5 INC 14881 SW 161 ST 331$7 OWNER LININ DADE COUNTY GALLOWAY CONTRACTORS 8 BUIL INC Sea Type o! ®uslnma Is c�ao96,%NERAL BUILDING CONTRACTOR 4lORKER/S IESS TAX RECEIPT. IT 2 n!-- -EXEMPT ' NOR DO NOT FORWARD =M L + awuri- GALLOWAY CONTRACTORS AND BUILDERS PAVIUMFIT 31n aver DAMIAN J FERNANDEZ PRES wale` ';�anT" TAX : 1+4881 Sit 161 ST co1.IEeranMIAMI FL 33187 09010063DOI ]j ( ij ( it (( ]pyo j 000082.511 i"il Ja tf:�r,iI jy?J OWI r,f I jig if 7 is J f i 1 fJlir: il:/I1i 1A'Jl 1 SEE OTHER SIDE p.2 Oct 29 12 04:20p Florlda Insurance 3054451335 p.1 C014'D� CERTIFICATE OF LIABILITY INSURANCE PRoDtlaat THIS CERTIFICATE 13 ISSUED Al Florida' Insurance Agency of Miami ONLY AND CONFERS No wet P - BOX 441340 AR 2M RAG�Oi4FEFOR�o Miami Fl 3.3144 nvstra:Eo INSURERS AFFORDING COVERAGE nd LPM A: Galloway Contractors & Builders In uKulmLL 14881 SW 161 st INSLIRFRO Miami F1 33187 �ISURr:RLx THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE.FOR THE POUCY PERIOD ANY REQUIREMENT, TOW OR CONDITION OF ANY CONTPACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CE MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTo ALL THE TERMS, EXCLUSI, POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUGEp BY PAID CLAIMS. PGLICYJOJ& R POLICY PO rfON QeNeRAL LTABILlTY COI MERCIAL (;ENL'•RAL UABILrrY EACH OCCURr omme mwe C� ocem MED EXP CBC1000100430.0 4-27-12 4-27-13 PER8014ALA,A GMIL AC, MG&ATE L IMITAPPLIeS P� OEN6iN- x POLO. Fl ?m r7 PaOlaucre.a TOWSLE LIABILITY AHYAUCO ALL. OWNED AUTOS eCkEM1LL6 AUTOS HIRED AUros NOH.•OWWIDAUTOB - AGE LEASH= ANYAUTa OCCUR U CIAimsm OE WOE C005PBNSATLON AM :f LLPLOYBRS' LJABILLTY AWC1013559 '3-22-12 13-22-13 10-29-12 GATED. NoTw7 STANDING- -ICATe MAY BE• ISSUED OR AND CONDITIONS OF SUCH MMSMLELMftr S BODILY INJURY (Per p-roon) • Is `*D.LY tFL (P-raoddeapWRff 4-s' IAZ Ota IX 81f0"Mt*OP. +fILi SSUEN INSc"fio,POLICRWeeOANWLLEDBeFORaTHBPJKPIRATM Miami Shares Village � p�►Te TNLB>;Eo>:, TIrLs IeaalNo 1NSLNLeR wIL�. .• 1 0 0 5 0 KE 2 ave NOTIce?nTNA EN�`VM TO UAL 4Q— 0AVS V41WI ll Miami Shores Village F1 33138 C�tTtalcareFl AMY aNGf T -Me LEFT, �H�WRETOdOSOBHALL DTPOSE NO OSUOATM OR REYRBSBNFI1TI1fE6. INGURM ITS AOPAF'I'J OR AVRiOR@:D TENTATIVE 25 (2009109) Tony Zoghbi � NOTICE F COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N0. «+»"6Z" TAX FOLIO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accord�1(FW .totes, the ormation is provided in r W5*&-jq& copy of th ; _ ado c,�R� hjy01 ma mat filed in ff' of NOV VV :•i7NESS my hand and Official S I. ,` • � aoo wt nwt I IARVEY RUVIN, CLERK, otc,►«aat a Courts 1. Legal 2. Description of improvement: 3.Owner(s) name and address: ibu- Interest in property: Name and address of fee simple titleholder. 4. Contractor's name,.address and phone number CFN 24.E12ROB47284 OR Bk 28372 Ps 1111e (1p9) RECORDED 11/2712012 11:38:43 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. f1f7A Amount of bond $ 6. Lender's name and address:_ Nf A 7. Persons within the State of Florida designated by Owner upon whom notices or other.documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: �A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. B Name, address and phone number. N 9. Expiration date of this Notice of Commencement: (the expiration d#e is 1 year from the date of recording unless a different date Is specffied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMM10MMENT. Signature(s) ner(s) or s zed cer/Director/Partner/Manager Prepared By -01711101C.0-96— Prepared By O SL Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknoledged fore me this _ 25 day of t1w '1aL2. By #jL;a•+ Wok- To 1",. ❑ Jpdividually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) o o p"SS: JUL G5, 2®15 VIERIFICATION PURSUANT TO SECTION SZ525, FLORIDA STATUTES `` 9undadthrowh1sYS4�e{rs � Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of O er(s orized Officer/Director/Partner/Manager who signed above: 13'y By 123_01-52 PAGE 9h2 "