The URL can be used to link to this page

BP-04-1155Inspection Date: 06/19/2006 Inspector: Grande, Claudio Owner: ALPHONSE, NADY Job Address: 9826 1 Avenue '4 W Miami Shores Village, FL Project: <NONE> Contractor: THE HOME DEPOT Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New • Phone Number Parcel Number 1131010240060 Lot: Phone: 954 -592 -2203 Thursday, June 15, 2006 Page 1 of 2 Passed Inspector Comments - Z � ( / ,t C � d,A J 1 T� ft 1, Li i 4'( g s 6-0( v" - S . .47 Failed Correction Needed Re -Ins ectio ► &'` /1 Fee r ($ 'JUN 2 2 VIA No Additional Inspections can be scheduled re- inspection fee is paid . a until Inspection Date: 06/19/2006 Inspector: Grande, Claudio Owner: ALPHONSE, NADY Job Address: 9826 1 Avenue '4 W Miami Shores Village, FL Project: <NONE> Contractor: THE HOME DEPOT Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New • Phone Number Parcel Number 1131010240060 Lot: Phone: 954 -592 -2203 Thursday, June 15, 2006 Page 1 of 2 SUBSTRATE ANCHOR TYPE HEAD SILL JAMB C OR BLOCK 1/4 "e TAPCON 10'0.C. STRAIGHT 8" O.C. CURVED 10' O.C. 11" O.C. WOOD 1/4 "0 TAPCON v o.c. CU 10° O.C. 10" O.C. METAL . ` 1/4'0 TEKS 9" 0.C. 8" 0.C. r O.C. • I "S"= Max, ANCHOR SPACING (See schedule) °a• frame width short ehle (see schedule) CASE I: RECTANGULAR * SCALE: 1 /2 " =1' -0 MAXIMUM AN HOR SPACING SCHEDULE °S Max. ANCHOR SPACING I (See schedule) "a' frame wttdth ehert side (see schedule) CASE II: UND TOP SCALE: 1 /2 " =1' -0 M TYPICAL EXTERIOR ELEVATION * * WINDOW SHAPES SHOWN ARE AS PER PERFORMED TESTING. SEE NOTE 2 ON SHEET 1 FOR CRITERIA TO FOLLOW FOR QUAUFYING ALTERNATE SHAPES. JAN 17 1 111! • • ••• • • • ••• •• •• • • • •• . •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • ° E"= Max. ANCHOR SPACING • •• •• • • • • • • • •• • • • • • • ••• ••• • •• • • • • • •• • • ••• • 208 TILT 1•, ILECO e. TIWT 726466 kk 2166•+6340 COWAN mm sew -i f, t g i at.M 1 • • 4 schfele • ASE III: EYEBROW • SCALE; 1/2 " =1' -0 MAX . nAY LIGHT OPENING (See schedule on sheet 8 for Max. a and b values). 01.0 (a) =a- 3.598 (Short side) DLO (b) =b- 3.598 (Long side) 10.• as a 4 PRODUCT RI3VISED Ts scomfrins wid+dmNerds sondem Nod o y o f �•o3 E roco on land Dn�ie Prod¢et camel FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SBRII 4000 BRACT VICTORS WINDOW FLORIDA WINDOW SYSTEMS CORP. 7111 KW 77 T646646 Y@ffi81. PL 33144 P100 (3013)10e -6420 f441(300103 -9424 MO =MOM OWN 071 16. 1 /14/04 DATE 08 -005 DAMN Ka LZY:: 00 J MEM •EET 2 01 6 MET.AL (SEE NOTE OD /I) ONCRETE OR CONCRETE BLOCK REQ'D. is P.T. WOOD BUCKS (SEE NOTE 4/1) SECTIONS A —A SCALE! 3/8 %.i _16 A.T. W000 BUCKS (SEE NOTE 4/1) • POURED CONCRETE OR CONCRETE B LOCK IigO'D. �p� (SEE NOTE 4/1) • JAN 1 7 41 11, I /4' Ma. IM SPACE • . .• • • •••• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• • • • • • • ••• ••• "a" frame widt SECTIONS B — SCALE 3/8 "41' O 2616 Tune) INC. • POURED CONCRETE OR CONCRETE • e • • BLACK REVD. • • • • • • • • frame widt 14" M*. WA SPACE IL 1 ECo�Ne. JT 66*flM.. W.INBV1100 O.MPANY Po m' 11 La. a • • • • ;? • •• • •• • FLORIDA BUILDING CODE (Sigh Velocity Hurricane Zone) FLORIDA WINDOW SYSTEMS CORP. 7101 NW 77 TSAR= MPAL2Y, PL 33166 P.1166 (306)808 -6420 106(306)668 -9424 NF. 7, 11117ni WWI !t • • • .• • • • • • • • • • • • • • • • e • • ve• MN. PECK (SEE NOTE eD /)) PRODUCT REVIEW as comply* with Thx Florida OT.12,;n„^ i •0$ Moronco No Erydt rtk.n l7ao py a // oyy_� M ta m s bade Fnuust carol DBW9lai SEM 4000 IMPACT PICTURE WINDOW 1/4* M1N. MENT MAWS eft 1/10/06 611E 08 -005 a8A.a10 He SHEET 3 or 6 HILL OF MATERIALS • • • • ITEM DESCRIPTION SIZE At QUANTITY MATERIAL/ MUP'./8UHLOILRAEEZAR:IS i • : : \:/ FRAME DIE # 5338 SEE DETAIL SHEET 4 8083 -75 EXTRUDES ALUMN1UM ; ; 7 � • ; • 6083—T5 EXTRUDE� 4" LAG ®•STRAIGHT• SILL, HEAD AND JAMBS. FULL LENGTH ® CUED SILL, HEAD AND JAMBS. LOCATE AT EVERY (t'1) OR 0.9 0 FRAME BACK CUP DIE X5239 SEE DETAIL SHEET 4 (3) U CHANNEL DIE #5029 SEE DETAIL SHEET 4 8083 —T5 EXTRUDED 4.em■1NQM :LAP 149 IL :•• Q CORNER ASSEMBLY SCREWS 2 - #8 x 1 1/4 D EACH 90" CORNER ZINC PLATED PANHEAD R • 0 WELDED MTS. REQ'D. AT ROUND AND EYE BROW CONNECTION TO JAMBS HEAD ER4043 ALUMINUM WiyOING:WIIE • • • : : ••• • ® SCHNEE MOREHEAD ACRYL —R SM5504 REVD. AT ALL JOINTS — -- " —'— — O7 GLAZING BUTTONS 1/4 "0 HALF SPHERE, CLEAR 3" FROM CORNERS Max. AND 12" O.C. (Max.), AT MID — GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR 0 GLASS 1 /4"HS + .090" INTERLAYER SOP + 1 /4 "HS.. DUPONT SENTRY GLASS PLUS INTERLAYER W/ NOA # 01- 1204.01 MANUFACTURED BY ELCO TEXTRON. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 0 'ANCHORS TO CONCRETE, BLOCK OR WOOD 1/4 "9 F.H. TAPCONS ® ANCHORS TO ALUMINUM OR STEEL 1/4"W F.H. TEK SCREWS MANUFACTURED BY ITW/BUILDEX. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 it BOSTIK CHEMCAULK 915 SEAL FRAME TO EXISTING STRUCTURE OR BUCK SEALANT 1J GE SILOLAZE II 2800 CLEAR AT GLASS AND GLAZING BEAD JOINT GLAZING SEALANT • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• GLAZING DETAIL (SECTION) SCALE: 1"=1" • 2008 19.711c0 um. MT LIJP 176176441 • EN4CEE99N7 COMP a tAtemo•o"tAae _. • • • • • •• •• • • • • PR A0,3940. 00 11 CT 1 as 0706 W ith nadda °m° FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERUM 40A0armaPzCTIIRB :en FLORIDA WINDOW SYSTEMS CORP. 7191 NW 77 TOUCH MO" R 33t66 MOO (406)036-4420 424 1/19/08 as 08 -005 mime No SHEET 4 er 6 11E s:. 111uL, t».11111•1101111M MIN MUNI 89R18840001MPACTPICT(1RE WINDOW TTyypp.. • CORNER: DIF�E>•rIIT TMAN 9C ARCH_CORNER CQNNECTIQI4 • 0 •• • • • •...•. 90° CORNER CONNECTION N.Y.O. ANTI (2) #8 ■ 1 l/4° WC PANFiEAD ONLY O EACH e0' CORNER • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • p a ll .. • '77 • ••• • • • • • • •• • • COMPONENTS •'• • • lig • •. 1.128 -- • • w x.094 �I -0494 0,0901 •,g' I 0.703 1.344 - 0.703 - 2.750 • • i 400-1 o n � ° - t o ,1 o •_•L � .I n 0.082 g I- -1.280-- --� Q FRAME BACK CLIP OlE #5239 SCALE 1 "m1" / #Q83 -T5 ALLOY 4" LONG 0 STRAIGHT SILL, HEAD AND JAMBS. FULL LENGTH 0 CURVED SILL, HEAD AND JAMBS. PRODUCT RFV19EO 0.500 - d4u tisl , with ute Florida 4 Napo= No pp.oeo , -71EVintiaaDaln f13 0.082 (Typ.)- n 03' O U- CHANNEL DIE #5029 SCALE 1 °a1" L 80 —T5 ALLOY d FLORIDA BUILDING CODESHigh Velocity Hurricane Zone) en 1/16/99 DAN 08 -005 MOM No Of 0 a b DLO a 01.0 h W pef + W pat - IIMILLAINAIREAAM 10411- 402 18" 14.402 14.402 70 70 24' 14.402 . 20.402 70 70 65 30" 14.402 28,402 70 70 fa' 38" 14.403 32,402 70 70 - 65 . 40 02 42" 14.402 38,402 70 70 46' 14.402 44.402 70 70 37 84" 14.402 50.402 70 70 80' 14.402 02402 70 70 00" 14.402 02.471 70 70 71" 14.402 60.402 70 70 te" 76" 14.402 74.471 70 70 64" *4.402 02,402 70 70 W )4.402 06,102 70 70 00' 14.402 92.401 70 70 102' 14.402 98.402 70 73 108" 14.402 104,402 70 70 114" 14.402 110.402 70 70 120" 14.402 916.402 70 70 128' 14.402 122402 70 70 132' 14.402 128,402 70 70 136' 14.402 134,402 70 70 144" 14.402 140.402 70 70 24" 20.402 20.402' 70 70 30" 20.402 28.402 70 70 38" 20.402 31402 70 70 42" 20.402 36.402 70 . 70 38n or 20.402 44.402 70 70 ` 7 . 2" I�IYyi i� 04" 20.402 00,402 TO 70 L'a or 20.402 80.402 70 TO 00 " • 86" 20.402 02.402 70 70 Be" 75" . 20.402 68.402 70 70 102' 76" 20.402 74.402 70 70 24 84 " 20.402 80.402. 70 70 114 00" 20.402 80.402 70 70 120' 06" 20.402 02.402 70 70 120' 102' 20.402 08.402 70 70 100" 8.402 104.402 70 70 114" 20.402 110.402 70 70 120 20.402 118.402 70 70 126" 20.402 122.402 7D 70 132' 20.402 128.402 70 70 130' 20.402 134.402 70 70. 144" .20.402 140.402 70 70 a b DLO a DLO b W psi + W pat - IIMILLAINAIREAAM 10411- 402 30 20.408 28,402 70 70 36" 26.402 32.402 70 70 65 42" 20402 38.402 70 70 fa' 48" 10.402 44.4412 70 70 - 65 . 40 02 54' 80.402 80.402 70 76 40' 20.408 08.402 70 70 37 60" 28.408 02.402 70 70 72' 20.402 88.402 10 70 78 28.402 74,402 70 70 04' 20.402 8.402 70 70 30" 05" 20.402 50.402 70 . 70 68" 211.408 02.402 70 70 108 28.402 08.403 70 70 102' 20,482 104.402 70 70 114' 26,402 110.402 70 70 120' 26.402 118.402 7 70 128 20.402 122. 70 70 132' 20.402 120.402 68.9 68.0 130' 26.402 134.4412 65.7 608.7 144" 26.402 140.402 62,5 89.3 WP .w !EMI CA 31.402 38,402 70 70 45' 32.402 44.402 70 70 54" 32.402 80402 70 70 e0' 32.402 50402 70 70 06" 32,402 02.402 TO 70 38n 32,462 08.402 70 70 ` 7 . 2" I�IYyi i� 74.402 70 70 L'a 38.402 80.403 70 70 00 " 32.402 c 70 70 Be" 39.402 92.402 70 . 70 102' 32.402 08.402 70 70 108' . 32.402 104.402 70 - 70 114 32.402 110.402 70 70 120' 32.402 118.403 05.0 802 120' 32.402 122.402 62.2 02.2 • s " nEsicati_eggssolitosks. fN") SCHEDULE 1• Q I • 38.402 Cirri rIri. rem Ian ® .402 IMIHI Lill 38.402 Mil Ii Its 101 1131 35.402 rIMIII • 30.402 IMIIIE1111 reirroul mu ,1 MO0 I MI IIIMPIII rpm esmiersi PPM 111,911 CI WI MIMS 01111P1.11 rim KM mu WE ME ex PRIII rim ICE Ell WI I Mil NMI am earn. MIll KM NMI 102' 165' 60' 01.0 a DLO b W psi 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 - JAN 1 7 02406 11.1EQ0 N0. urr 766200 s 840 01b couF cum ap" :'s o -170211 tl161,C8W,76tn 440 ,07 MU ER o r • •• • • • ••• • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • . • • ••• • • • • • • • le • • • • • ••• • • • • ••• • •• • • • ••• o • • • •. • • • •• • • • • •• DCM Yy C/ 4tAI11Qf 0111Qitllows fo b E__ T DLO (b) 1 a 1 1 PROD= REVISED 5426 C oda FbHd9 Aaeeptuse210 •'0 lialgralina Data /4 Manzi Dodo F1od26l Dogtrot DWminn FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SUMS 4000I11QACT PICIURI w1NDOW FLORIDA WINDOW SYSTEMS CORP. 7191 909 TT MOWN 08431, F4 73,00 7428, (3920105-$420 720(302)800 -0424 • • • • • • • • •• • • • • •• NO • • • 8' l/ 056 4lf 0» 0.0. 1 /10 /00 DOB 08 -005 09.44000 No MO X 91 •51 MEV ONTO co Dj,O D60 W pet W pst 04" IIMILLAINAIREAAM 10411- 402 �0 2 r w 403 �-.-{�� L 84" .. 65 50.402 ' 58.3 80.3 - 8r fa' ��t� �� a1 0M10 IIa - 65 . 40 02 �� r_1601I0/11 44.5 44.0 - 72' 68" 52.402 52. 402 37 37 MID 0 68215 37 37 • s " nEsicati_eggssolitosks. fN") SCHEDULE 1• Q I • 38.402 Cirri rIri. rem Ian ® .402 IMIHI Lill 38.402 Mil Ii Its 101 1131 35.402 rIMIII • 30.402 IMIIIE1111 reirroul mu ,1 MO0 I MI IIIMPIII rpm esmiersi PPM 111,911 CI WI MIMS 01111P1.11 rim KM mu WE ME ex PRIII rim ICE Ell WI I Mil NMI am earn. MIll KM NMI 102' 165' 60' 01.0 a DLO b W psi 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 - JAN 1 7 02406 11.1EQ0 N0. urr 766200 s 840 01b couF cum ap" :'s o -170211 tl161,C8W,76tn 440 ,07 MU ER o r • •• • • • ••• • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • . • • ••• • • • • • • • le • • • • • ••• • • • • ••• • •• • • • ••• o • • • •. • • • •• • • • • •• DCM Yy C/ 4tAI11Qf 0111Qitllows fo b E__ T DLO (b) 1 a 1 1 PROD= REVISED 5426 C oda FbHd9 Aaeeptuse210 •'0 lialgralina Data /4 Manzi Dodo F1od26l Dogtrot DWminn FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SUMS 4000I11QACT PICIURI w1NDOW FLORIDA WINDOW SYSTEMS CORP. 7191 909 TT MOWN 08431, F4 73,00 7428, (3920105-$420 720(302)800 -0424 • • • • • • • • •• • • • • •• NO • • • 8' l/ 056 4lf 0» 0.0. 1 /10 /00 DOB 08 -005 09.44000 No MO X 91 •51 MEV ONTO w cCh : € CA ‘&" VAtu) roof Teta v" "IALL) l q y (141 Cia IcArit 1s5vwitt YL -OW 1137500'1"i° MIAf1I E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Florida Window System, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 3752902 FAX (305) 372 -6339 www.miamidade.gov/buildinecode This NOA is being issued under the applicable rules and regulations materials. The documentation submitted has been governing the use of construc reviewed by IVgiami -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 AIM (in areas other than Miami -Dade County) the right to have this product or material tested for quality assurance purposes. If this product or the material fails to perform in the accepted manner, the manufacturer will incur the expense of such testis and may immediately revoke, modify, or suspend the use of such g jurisdiction. BORA reserves the right to revoke this product or material within their Product Control Division that this acceptance, if it is determined by Miami-Dade County building code. product or fails to meet the requirements of the applicable This product is approved as described herein, and has been designed to comply with the Florida Budding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FWS -20p" Aluminum Single Hung Window - L.NLL APPROVAL DOCUMENT: Drawing No. W04-20, titled "Series FWS -200 Alum. Single Hung Window (LM.1.) ", sheets 1 through 5 of 5, prepared by AI,- Farooq Corporation, dated 03/11/04 with the latest revision "D" dated 06/15/09, signed and sealed by Arshad Viqar, P. E Product Control Revision stamp with the Notice of Acceptance number bearing the M date by Miami- Dade County Product Control Division. and expiration date by the Miami - MISSILE IMPACT RATING: Large and Small Waage Impact Resistant 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", se , d RENEWAL of this NOA shall be considered after. a renewal � �� otherwise noted herein. application has been filed and there has been 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 )LOA. • :...:. ADVERTISEMENT: The NOA number preceded b the words Miami-Dade ecmnty • followed by the expiration date may be displayed in advertisin FI and displayed, then it shall be cone in its entirety. g �.Y of the A is • INSPECTION: A copy of this entire NOA shall be provided to the user by the manyfat r br its • • • • •. • distributors and shall be available for inspection at the job site at the • • • • This NOA revises and renews NOA No. 04-0528.03 page 1 and eviO3 and consists of this of the and e n A ag .. • and E-2, as well as approval document mentioned above• • • • pges'ls'Tj • • • The submitted • • omitted documentation was reviewed by Jaime D. Gascon, P.E. •••• • • • • ••• r � •• • •. J.to n NOA No. 04- — 84n1 09 Expiration Date: July 29, 2014 Approval Date: August 26,2009 • Page 1 • • ••••• •••••• • • Florida Window System, Cop. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -20, titled "Series FWS -200 Mum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, prepared by AL —Farooq Corporation, dated 03/11/04 with the latest revision "D" dated 06 /15/09, signed and sealed by Arshad Viqar, 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 an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI -03 -18208 dated 02/12/04, signed and sealed by Rafael E. Droz—Seda, (Submitted ruder previous NOA No. 04 0528.03) P. E. 2. Test reports on: l) 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 an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI -03 -1820A dated 09 /09/03, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 04 - 0528.03) 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) Water Resistance Test, per FBC, TAS 202 -94 along 4) Forced Entry Test, per. FBC 2411.3.2.1 and TAS 202-94 window marked —up drawings and installation diagram of an aluminum single hung prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI -03 -1322B dated 01/01/04, signed and sealed by Rafael E. Droz —Seda, P. E. (Subinilted under previous NOA No. 04 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along wi marked—up H installation diagram of an aluminum single hung HETI-03 -1322A dated 06/05/03, signed an sealed by Rafael . llroz —Sed 441 (Submitted under P. E. • • previous NOA No. 0 4-0528.03) E -1 • • • • • • ••.. • • • ••.. •••• ..... • •• •• • • • • • • ..... • • •••• 'N E l' GaSel e Chief; Prgdoet ion • ' form 09-0614•06 .... • • Expiration Date: JulyT9 Approval Date: August 26, 2009 Florida Window Svste Corp . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and P a by Al F structural structural analysis, complying with FBC-2007, Viqar, P.E. Al-Farooq Corporation, dated 06/15/09, signed and sealed by Arshad Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored inters er' 04 2006 y � dated May � expiring on May 21, 2011. 2. Notice of Acceptance No. 08- 1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayer", dated 03/05/09, expiring on 12/11/13. E. STATEMENTS 1. Statement letter of conformance, dated June 16, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated June 16, 2009, signed and sealed by Arshad Viqar, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI -03- 1820x, HETI- 03 -1322B and HETI- 03- 1322�� -0�1 0B, Laboratory, Inc., dated February 12 2004 January 01 2004 Sid by I 09, 2 0 ne Test June 05, 2003, signed and sealed by Rafael E. Droz -S� . E. . 09, 2003 and (Submitted under previous NOA No. 04- 0528.03) ' P. G. OTHERS 1. Notice of Acceptance No. 04-0528.03, issued to Florida Window WS -200 Aluminum Single e or their Series "F' e H " m' Corp. �. 07/29/04 and � 1° g l °� Window - L.M.I. ,.approved on expiring on 07/29/09. E -2 • • • . . •• • • O OOOO O •••• • • .....• • • • • • • .• • • �✓ •••• e ► Gascony r. • Chief, Product ControJ'J , ict8n 1 • • IA •••• 06 •• Expiration Date: duly 2.0 04 • Approval Date: Augu t 26, 2009 .• • ...... • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT ISHUTTERS ARE NOT REQUIRED. .SERIES FSWS -20() ALUMINUM SINGLE BUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. J APPROVAL APPLIES 70 SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H, OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL SE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WRLL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO "CONTACT WfTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. GLASS TYPE 'A' GLASS TYPE GLAZ NG OFTIONS 8 l/2 MAX. HEAD /SILL CORNERS 1 '1 A J 49 3/9 • O.L. 0P0. • 4 ° MAX. •t1AY /SWi MOW WIDTH TYPICAL ELEyATI0N TESTED UNIT • • • • •• • • • • • • • • • • • • • ••• •. •.. ••.•.• F M nNS•• • • •• ••• • • • • • • • • • • •• • • • • • • • • • ••• • • • • • ••• • • • • • • ••• • •• •• • • • • • • • • • • • • • ••• • r drawing no. j W04 -20J (sheet 1 of 5 1 EQUAL ° DESIGN LOAD LITES WINDOWS CAPACITY - PSF W/O SHEAR CLIPS WTfH SHEAR CLIPS AT JAMBS GLASS TYPE 05 TYPE G1A88 'TYPE GLASS TYPE GLA88 TYPE WINDOW DIMS, A' 'D' A' 8' _ WIDTH KEW E%T.( +) 1NT.( - ) EXT.( +) 1NT.( +) iNT.( - ) 051(4)' INT.( 10 - 1/8" 80.01 890 80.0 89.0 665 ' 75.0 80.0 65.0 88.7 79.0 26 -1/2' 70.0 60.0 .,` 88.7 88.0 86.7 79.0 60.0 65.0 68,7 79.0 32' �0. 0_ I• 80.0 85.0 88,7 79.0 800 85.0 88,7 790 37' 28' 80.0 89.0 48 190 600 65.0 88.7 + 75.0 42" - (3) 80.0 894 __ 79.0 60.0 85.0 f 86.7 J 75.0 48' 8000 85.0 80.0 68.0 800 85,0 79.0 0 28 -1/2' 68.7 I 75.0 9; 780 60.0 890 1 79: �-- 0 w 855.0 .0 60,7 75.0 11 60,0 80,0 68.7 75. 0 85.0 69.7 78.0 21 60.0 60.0 T- 85.0 a3.0 685 79. 0 65.0 667 79.0 .. 38 - 3 /8' 80,0 1 68,0 88.7 75.0 00.0 884 66.7 79.0 ... 806 85,0 86.71_75.0 80,0 556 88,7 79.0 37" 58.2 42 (4) 60.0 89.0 88.7 I 75.0 60.0 85,0 68.7 79.0 66.7 75.0 60.0 85,0 88.7 75.0 60.0 85.0 867 75.0 59 75.0 80.0 86,0 607 715 80.0 85.0 827 75,0 19 - 600 656 86.7 75.0 80.0 05.0 80.7 76.0 26 42' 80.0 85.0 65.7 75.0 80.0 85.0 86.7 75.0 19 -1 /8 606 85.0 85.7 75.0 00.0 65.0 66.7 75.0 76" 1" 80.0 85.0 68.7 75.0 80.0 85.0 88.7 75.0 42 (4) 80.0 86,0 65.7 75.0 60.0 85.0 66,7 75.0 45" 80.0 85.0 86,7 89.8 60.( 1350 887 75.0 53 -1/8' 60.0 60.2 80.2 80.2 80.1 85.0 88.7 75.0 19 ■1/6' 66.7 ' 75.0 80.1 85.0 68.7 75.0 29 -1/2' 68.7 75.0 60.0 65.0 86.7 75.0 32" 68.7 76.0 80.0 65.0 68.7 76.0 37' 57* 66.7 75.0 60.0 05.0 88,7 75.0 42' (8) 88.7 756 600 85.0 00.7 75.0 48' 84.9 649 80,0 85.0 69.7 75.0 53 - 1 /8 We 55.6 559 559 80.0 85.0 86.7 75.0 19 -1/8' 800 85.0 68.7 78.0 50.0 55.0 68.7 25 -1/2' 600 68.7 75.0 80,0 856 68 f' 32' 655 75,0 60.0 85.0 66. 37' 53" 68.7 78.0 60.0 85.0 58.7 750_, 42' (6) 60.0 85.7 79,0 80.0 05.0 .88.7 75.0 48" 800 61.7 61.7 61.7 606 69.0 88.7 756 53•1/8" - ■ 82.8 52.8 - - 86.7 75.0 16 -1/6" 000 55.0 88.7 75.0 600 85,0 6147 75.0 26 -1 /2' 00.0 85.0 88.7 75.0 800 65.0 68.7 75.0 32' 80.0 85.0 86.7 75.0 00.0 85.0 08.7 75.0 37" 78" 60.0 650 68.7 75.0 60.0 69.0 86.7 75.0 42" (8) - 68.7 74.2 - - 86.7 75.0 57.4 57,4 - - 08.7 75.0 53 - 1/8' - - 48.1 48.1. - - 86.7 75.0 UNEQUAL LINES WIN DESIGN LOAD CAPACITY - '- , 6. 19/0 SHEAR CUPS • , El SMEAR cLD 9T was GLASS TYPE 00488 TYPE GLASS • ('YPE• (. ARC TIE • • WINDOW M7OTN DIMS. HEIGHT A' EXT.( +) 1NY,( - ) D t ' � ♦ E10.( +) .(f) 10T.( - ) - + 157. -) 19 -1/8' 60.0 89.0_86,7 75,0 80.0 65.0 88.7 75.. 28 -1/2' 80.01 890 86.7 75.0 60.0_,__ 65.0 665 ' 75.0 32° 80,0 850 70.0 68A � 8V 75.0 37" 50 -8 /0« 4 85.0 _ 86.7 66,7 78 . �0. 0_ I• 46114.47150 0 • 451 (8) . 60.0 65.0 68,7 78.0 600 •74.0! 48 ... 80.0 68.0 66.7 71.2 M • 65% • 88 • jai _ 93 -1/8' __ 81.4 "pi; - I 6,0.7 0156 19 - 1/8" 8000 85.0 68,7 78.0 800 85,0 h 75.0 ., 28 -1/2' 600 68,0 88.7 780 80.0 59.0 1 76.0 32' 60.0 1 65.0 88,7 79.0 60,0 85.0 75,0 179.0 37' 87° 60.0 , 85,0 - (}8.7 1 79.0 60.0 55.0 66.7 42' (9) .• - 68.7 1 79. .. .. 98.7 79.0 4B• - - 86.7 68.3 - .. 86.7 75.0 53 -1/8' •• - 58.2 56.2 - - 58.7 794 19 -1/8' 80.0 85.0 66.7 75.0 80.0 65.0 75,0_ 28-1/2' _ $!$I , 88.0 682 75.0 80.4 88.0 75,0 32" . 55.0 68.7 78.0 80.0 1 05.0 79,0 37' a' 88.7 794 ■ 75.0 42' (60 86.7 75.0 - - 1 75,0 19 -1 /8 60.0 85.0 86.7 75.0 60.0 68.0 86.7 75,0 26 -1/2' 76" 80.0 85.0 88.7 79.0 BOA 85.0 88.7 75.0 32" (6) - - 66,7 75.0 ■ - 66.7 75,0 • NO, 01 PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER .IAMB, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 fnpr. 4rl9HA0 6051 Ft'C. 6_68E63 6 JuN 17 2.009 • • • .• • 0 • . • • • 00 • 0 .•. • • • ••• • • • • • • •S• • • • • • PRODUCT RBVISED 611 SrePIOTUm 8 AacsA?®coT4o , °- . 24 lift 14 1 flowing 9 W04-20 s heet 2 of 5Th Miami Shores Village \00 Building Department BUILDING PERMIT APPLICATION BY FBC 2001 Mechanical n Owner's Name (Fee Simple Titleholder) a �� `r �>. Phone # 6565x° Owner's Address c 2 .+ o City ° ° State Zip 1 . ) 0 Tenant/Lessee Name Phone # Permit Type (circle): Building Contractor's Address City Qualifier Submittal Fee $ (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: �7 as:_( 756.8972 J'1 Electrical Plumbing Permit No. PP0 1 155 aaer Permit No. Job Address (where the work is being done) aWaCD City Miami Shores Village County Miami -Dade Zip 531 ,7)() Is Building Historically Designated YES NO Contractor's Company Nam 'hL '�\ 11445 mart Total Fee Now Due $ 00 ° State \--- Architect/Engineer's Name (if applicable) $ Value of Work For this Permit C "c 3 Phone # qj.1qq ?, Zip �`° l'lVA State Certificate or Registration No 5S \) Certificate of Competency No. Phone # Square Footage Of Work: Type of Work: Addition ►.IAIt DNew 0 Repair/Replace 0 Demolition Describe Work: ' ) 1' * * * * *** *** * *** * * * ****** Fee *** * * *** ** ** * * * * * * * * * *** * * * * ** o Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 0 TYPICAL ANCHORS SEE ELEVS. FOR SPACING MVWI -DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA IWOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. 5Y5.1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM A D TRANSFER THEM TO THE BUILDING STRUCTURE. • • ••• •• • • • • • • • • • • • • 113164.41i "rk • • • • • • • • ••• ••• •( • 1 1 ••• ••• • • • •• 1 • •• • • • E 4 F, i • • ••• • • ••• ••i •4 'r g • • • o • • ••• o • _ - • • . : : ••.,/ TYPICAL ANCHORS; SEE ELEV. FOR SPACING SEE ELEV. Wit • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 1/4" DIA. ULTRACON BY' 'ELCO' (Fu0177 KSI, Fyo188 KSI) INTO 213Y WOOD BUCKS OR W000 STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/40 MIN, EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY tI 4 a_MS OR C C DR1 WNG (ORME 2 CRS) INTO METAL STRUCTURES STEEL : 12 OA. MIN. (Fy m 38 KSI MIN,) ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1I12 Suc . M LE ORLU Sf CIS (ORME 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .090 ") (NO SHIM SPACE) TYPICAL EWE 17ISTANCE INTO CONCRETE AND MASONRY m 1 -5/8" MIN. INTO W000 STRUCTURE m INTO METAL: STRUCTURE e /4 ` AIN. CONCRETE re 3000 P51 MIN, C -90 HOLLOW /FILED BLOCK Ym . 2000 P91 MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE - MOREHEAD 5504 SEALANT. WEEPHOLES; W1 m 1 - 1/2" X 3/16" WEEPHOLES AT 2 -1/4" FROM EACH END End Wiar RIA PE %V8&1 JUN 1 1 2009 as with ED I!lmlda En94 no Code 44 A> Ns 19 Zo 1 1 L 12�M r 1 0 5.1 : 1a1 frf kW LW04 20 sheet 3 0 1 5J • • .•• • • • •.. •e e• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• METAL STRUCTURE MIAMI -DARE COUNTY APPROVED MULLION SEE SEPARATE NOA EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM # - PART $ BEAD. DESCRIPTION 1 FWS -020 1 FRAME HEAD 2 F0-021 1 FRAME SILL . 3 . -. FWS -022 2 FRAME JAMB t .. FW5 -025 1 FIXED MTG. RAIL FWg -024 1 VENT TOP RAIL � FWS -023 1 VENT BOTTOM RAIL Fws -018 2 VENT SIDE RAIL Fvis -028 AS ROD. GLAZIN0 BEAD 2/VENT VENT 141011 0 10 -3/4' FROM ENDS 2/VENT- CAM TYPE SWEEP LOCK 2 LATCH SPRING AS REOD. GIA2N0 COMPOUND 20 FRAME @ VENT ASSEMBLY SCREWS 16 W21175 AS REOD. PILE W'STR IPPINO WITH PLASTIC F01 1S E203 AS 0000. 8U18 W'STRIPPNG 16 2/VENT 01000 AND TACKLE BALANCE 16A - 2/VENT 8/5" SPIRAL 6ALANCE 17 #0 K 3/8" - SASH OW00 508080 18 20 -06 2 SASH STOP 16 - 4 SASH GLADE 20 - 1 5 /16" 802 5CREEN I /4' MAX. S 1/4' 8141M 18Y WOOD BUCKS MATBBIA(; 6003h _ -•i • • .• .• • 8063 .-• 11- • 6083 -T • 6063 -T8 - 6083 -16 - 6D83 -16 * • . • • • • •• ••• 8081 -t8 a •- 8083-78 • • • • • • • ms( • 8 STARED 11/ (2 H STEEL - P00084 CRS PH 5X8 JUN 1 7 2009 • 1 � i C drawing no. W04 -20 sheet 4of 5 ) .419 .060 94 1 86 .694 1 SIB GLAZING SW • • • ••• • • • ••• •• •• 1 • • ••• ••• • • • • • • • ••• • • • ••• • • 08/09/2009 23 :14 Insures the following policyholder for Policyholder SECAI E Address of policyholder 3s37 SW Localion of operations Description of operations ELECTR The policies listed below have been i subject to all the terms, exdusi 9$TY1398$ This Insurance includes: Pol 9$YY2B359 Policy Number This certifies THE CERTIFICATE OF INSURANC AMENDS, EXTENDS OR ALTERS Name and Addr MIAMISHORE VILLAGE HALL 10080 NE 2040 AVE MIAMlSHORE, FL 33138 10b125O 3052269680 coverages indicated below CTRIC INC 58TH AVE MIAMI, FL 33185 ed to the policyholder for the policy periods shown. The insurance described in the policies is conditions of the policies- The limits of liability shovm may have been reduced by any paid dims. ity Certificate of Insurance State Farm Firs end Casualty Company, Bloomington, Illinois State Farm General insurance Company, won, Illinois Stets Farm Fire and Casualty Company, Aurora, Ontario State Farm Florida Insurance Company, Winter Haven. Florida State Faun Lloyds, Dales, Texas 01/1312009 Liability � Operations ury Injury of Certification Holier LDG DEPT - - . 0111312010 Effective Date ; Exgh+affon Date 01/1312009 Policy rind Efiwe Elos Date 01/13/2010 Each Occurrence General Aggregate Product - Completed Operations Aggregate $ 1,000,000.00 $ $ BO ILY INJL Y AND ' OPERTY DAMAGE Combined Single Limit) Each Occurrence $ Aoimao $ Sly re of Authorized Repress STAFF Title FELIPE NAVARRO Ufnit$ of Liability I of one BODILY INJURY AND PROPERTY DAMAGE NV t N Telephone Number (305) 225 -3535 PAGE 01 Part 1- Workers Compensation - Statutory_ Part IF- Employers Liability Each Accident $ 100,000.00 Disease - Each Employee $ 100,000.00 Disease - Policy Limit $ 500,000.00 Limits of Liability ti n DaNts (at beak r ing of pOnCY fASfl�) _ IS NOT A CONTRACT OF INSURANCE ANO NEITHER AFFIRMATIVELY NOR NEGATIVELY E COVERAGE APPROVED SY ANY POLICY DESCRIBED HEREIN. If any of the clesc 1bed policies are canceled before their expiration date, State Form wit by. to mail a written notice to the certificate holder rays before cancellation. If however, we fail to match such notice, no obligation or liability wit be imposed on State Fa ,;f - agents or representativ a NAVARRO 59-1584 APO Code A4$97a DADS NORTH AFO riVe o1- 232" 14 4 1 n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date 1 Type Insp'n Final PermitNo ® 'I Name A ` rna Address c Erzh, NUJ 1 P I � Company Phone # 30S vzIcI I c Inspection Date f:51 Approved ❑ Correction ❑ Re- Insp'n Fee -71.149 n 9 c pni1/4-/ s coo 2 1, e ;nsl? STATEOFFLORIDA AC# 3909629 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION EC0001989 08/12/08 080011066 CERTIFIED ELECTRICAL CONTRACTOR MENESES, CARLOS ALBERTO BECAI ELECTRIC, INC. IS CERTIFIED under the provisions of Ch.489 Fs Expiration date. AUG 31, 2010 " L0 8 0 812 025 82 236258x0 BUs ttekrtileilW 3837SW15 33185 UNIN DAAE, °wN ieCAI ELECTRI sec.rtAs ottuet119I THIS 1$ ONLY A LOCAL BUSINESS TAX RECEIPT. R DOES NOT pER MIT THE HOLDER TOVIOLATE ANY RESTING OR REGULATORY OR ZON LAWS OFTHE COUNTY R' CITIES. NOR 1 LOER FROM FFI OM A HER E R IRE° SY R LAW. �TH{1IS 15 A CERTIFICATION OF THE HOLDERS QUALIFICA- TION. P ADEE COU TAX LLECTOR: /30/2 8. 022200230x#2 000075.00 " SEE OTHER SIDE RECEIPT NO. 30 -248 2 BUSINESS NAME / LOCATION BECAI ELECTRIC INC 3837 SW 156 AVE OWNER :BECAI ELECT SEE BACK OV- A-, LIST OF N CO. UNICIPALI 'i -'Receipt holder must ister In the city re work is to be REE EIVED. 1 -DADS CNTY TAX 0/2008- ;31.01 • I'. 0 DO NOT FORWARD BECAI ELECTRIC INC BENIGNO MENESES PRES 3837 SW 156 AVE MIAMI FL 33185 L11L11 11111/ 11L1 111 11 11111111.0111111111,III,LI/i.41 BECAI ELECTRIC INC BENIGNO MENESES PRES 3837 SW 156 AVE MIAMI FL 33185 NOT PAY RENEWAL 248234 -7 L11L11111111 111 nhhd 11111L/11111N111JL1111111a1 FIRST - CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 C PT HOLDER MAY DO S$ AS A CONTRACTOR CIFIED HEREON. FIRST -C U.S. POS PAID MIAMI, FL PERMIT NO. 231 i ORES LAGE BUILDING DEPARTMENT a 305- 795 -2204 Wks Building Inspection Request Dates )10 / ii C6 n r Type Insp'n r 1 I s C Permit No. e , PO4 -11E Name 6 1 1 f Address gerbaleie 98Z 6 1.LL U t AC Companjh - h 7Y 1-10(D4- +- Phone # (3a5) 02 7 0 Inspection Date 8// /c 5 Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT (// 305 - 795 -2204 Building Inspection Request n Date\ \ ° '3 L/ e_ 4.- U" Type Insp'n CCA; Permit No. 5P — t V) Name Address Company Phone # Inspection Date /Vw Q5�1- ats3 IN 2-LA. 013 Correction Re- Insp'n Fee ❑ Type Insp' n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ( 0 Approved Correction Re- Insp'n Fee � Cc Permit No. op "I J_s Name A lt0c/r-`) ) Address i\K-L.) 1 C.)`2- Company Phone # Inspection Date d Insp'n Permit No. G 0 (1 1 S Name Address Company Phone # Correction Re- Insp'n Fee Inspection Date + Approved MIAMI'SHORES VILLAGE BUILDING D PARTMENT 305-79 - 2204 Building Inspection Request Date 0) 01/31/2008 20:32 FAX 3050077123 Soctiau cza oD,elivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Countertlashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material,: to 'al Thickness, Fastener Type, Fastener Spacing r: Submit Manufacturers Deta Is that Comply with RAS -111 and Chapter 16. 7. la 003/004 Wand-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form csN )00, 4(..)/ .._,,iz, L_ : . 9 i 024 .it ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued t "A -38 Series ", 0.75 gal /sq. ;ase Coat "A -38 Series ", 0.75 gal /sq. it: "A -38 Series ", 0.75 gal /sq plus walnut shells at0.75lbs per "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Incline: 3/4 Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb/ft. ) 3: Spray application of 28 to 34 -mils "U- 8730'.' (aluminum) Incline: l/2 n: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft. g: Spray application of 28 to 34 -mils "U -8782" (ivory) ALS CORP .. D, WAYNE NJ 07470 J" or "Ruberoid Modified .Base Sheet" ma pe G2 base sheets in any of the followin be utilized. Jan ifications. c (min) gypsum board . of ,1/4 m. tlu (min) G-P Gypsum ay be used in any existing noncombustible deck Classification done, the resulting roofing system is acceptable for use over .5/32. in. min) roof decks. The Joints in the gypsum board and oard are offset 6 in. with the joints in the d2ck. If polystyrene is if system, it must be placed below the overlayment board. le plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to GA' Deck® in hot asphalt. rd Ultra" is an acceptable alternate to " EnergyGuard" in any ssification. • vent Eliminator Venting Base Sheet (Nailable)" maybe mechani- or hot mopped over noncombustible decks and as a recover over ystems. 'erlite Insulation may be utilized as a cover board over "EVER dation in any of the following systems. rwise indicated, the roof insulation is mechanically fastened, hot mopping asphalt or urethane insulation adhesive. Pol ty in any of the following Classficatons indude "ENERGuard EPS o glass fiber insulation indude "EnergyGuard Fiberglass Insu- ALT FELT SYSTEMS WITH HOT ROOFING ASPHALT phalt mat base sheet ( "CAFGLAS. #75 Base Sheet' or • 80 UL�" ) is a suitable alternatefor Type GI asphalt glass t ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Cless A, B or s indicated below. ck may first be' covered with a Type G2 asphalt glass imat'base tratavent Eliminator Venting Base Sheet (Perforated)" or "GAF iminator Venting Base Sheet ( Nailable)" Perforated to be nailable to be mechanically attached granule side down. •n Type G2 asphalt glass: inat base sheet ( "GAFGLAS. #75 Base GLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base de)" may be substituted for G1 asphalt &lass fiber..ply sheet Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the terns. or base sheet may be solid mopped, spot mopped or mechani- rwise indicated, all insulations inky be hot mopped or'mechani- l. Flashing" or "Ruberoid" maybe used for flashing in any of the C systems listed below. ate" is referenced, this includes "GAFTEMP PERMALITE ®" or • Classified perlite insulation.. ine or slag are suitable alternates for gravel in any of the. Class A, is listed. ement fiber building units are considered suitable to be included he following Class A, B or C systems.listed over C -15/32 or NC. ;ypsum board under any of the following'Class A, B or C systems irsely effect the rating. The use of 1/2 in. min gypsum board is an ternate for insulation over C -15/32 decks. polystyrene insulation board between min 3/4 in. perlite board nth rosin paper (perlite /rosin paper /polystyrene /perlite) is a nate for isocyanurate board in the following Class A, B or C erggyyGuard RA ", "BMCA Tapered EnergyGuard RA" and.'BMCA IRA" may be substituted for any Atlas polyisocyanurate insula- f the following Classifications. Perma Mop" may be utilized with any of the following "Asphalt with Hot Roofing Asphalt ". #80 Premium Base Sheet may be used in any Of the following 3 Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ", 2007 ROOFING MATERIA 81306 tt, SYSTEMS DIRECTORY LOOT( FOR THE UL MARK ON PRODUCT ROOF COVERING. MATERIALS (TEVT) Roofing Systems (TGFU) Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC'C'lassifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. Class A,.B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Auberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): Qne.or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane scomposite, wood fiber /isocyanurate composite, phenolic, any thidmess. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: • Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (optional): One or entire layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickmess. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type Cl "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet , One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation One or two layers "Isgtherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or GAPGLAS Ply 6". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 6. Dedc NC Incline: 3 Base Sheet One layer Type G2 " GAFGLAS. #75 Base Sheet ". Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Gil Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 7. Deck C -15 32 Incline.:2 a on One or more layers perlite, glass fiber, isocyanurate thane, perlite / isocyanurate composite, perlite /urethane composite Or nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type G1, G2 or G3. Membrane One or more layers "Ruberoid Torch" (Smooth or G ' Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Gran or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap S "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber fiber, isocyanurate, urethane, perlite / isocyanurate composite_ urethane composite, wood fiber /isocyanurate composite, panw' thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth 01% "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or'' or "Ruberoid Mop Plus" (granule). Cap S "Energy 9. Deck: NC Insulati: fiber, mc Base Sh. PIy She. "GAFGL Cap She mopped. Surfacin 1. Deck: C -1_ Insulatio fiber, isoc urethane thickness. Ply Sheel GLAS Ply Cap Shee "EnergyCa 2. Deck C -15, Insulation fiber, isocy urethane a thickness. Base Sheet Membrane " Ruberoid " or "Ruberoi Cap Sheet Mineral Sur 1. Deck C -15/= Insulation fiber, isocya urethane co. thickness. Ply Sheet: " GAFGLAS Surfacing. COAL TAR 1 . Deck: C -15/3; Insulation (c fiber, i socyan urethane cos thickness. Ply Sheet: ' " GAFGLAS P Surfacing: C CO? Deck NC Insulation (Of fiber, 2 in. ma: Ply Sheet: 1 "GAFGLAS PI Surfacing G. 1 -1/2 gay q. Deck: NC q Insulation (Of " , fibe1 ., �• isocyanui etharue comp thickness. GAFGJ Pl i . S'urfagg: "Vd `'neck: NC ation: O 1' YSheet: An „ Pck: N C m FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE BOTTOM SHEET SSPEG# ATTACHMENT BASE SHEET N -B-4 -M NAILED STRATAVENT® NAILABLE SPE N- B- 4-M/P6 NAILED; NAILED NAILED NAILED NAILED #80 ULTIMA BASE SHEET MODIFIED BASE SHEET PLY 4 w /SHEATHING PAPER FLEXPLY" 6 w /IG FIVER BASE SHEET STRATAVENT® NAILABLE #75 BASE SHEET ULTIMA' BASE SHEET MODIFIED BASE SHEET FLEXPLr 6w /SHE IHINGFAFEt Built-Up Roofing Systems 310 CORPORATION GAF IRMALS GENERAL Safety: Refer to Section Section 1.06. DO NOT BEGIN INSTALLATION UNTIL THIS. INFORMATION IS READ, UNDERSTOOD AND IMPLEMENTED. MATERIALS Material Requirements per 100 sq. ft.: Asphalt (per ply) 25 Ibs. (1.22 kg /m Base Sheet 1 ply Ply Sheets 2 plies Cap Sheet 1 ply GUARANTEE SPECIFICATIONS INTERPLY INTERPLY SURFACING PLY 4 PLY 4 CAP SHEET PL'-f, .PLY 4 CAP.SHPET PLY 4 PLY 4 CAP SHEET PLY 4 PLY 4 CAP SHEET PLY 4 PLY 4 CAP SHEET PLY 4 PLY 4 CAP SHEET 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS (WEST ZONE ONLY) BOTTOM SHEET ATTACHMENT NAILED NAILED NAILED NAILED NAILED INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 SURFACING CAP SHEET CAP SHEET CAP SHEET CAP SHEET CAP SHEET MIA MIDA[ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up -Roof System for Concrete Decks. 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 renews NOA No. 03- 0430.14 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo NOA No.: 08- 0221.04 Expiration Date: 11/06/13 Approval Date: 05/22/08 Page 1 of 27 APPROVED ASSEMBLIES: Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(1): Optional Insulation layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /fe ACFoam Composite, GAFTEMP® Composite, GAFTEMP Composite A, GAFTEMP Composite N, ENRGY 2 Composite Minimum 1.75" thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the deck in full mopping of approved asphalt within the EVT range and at a rate of 20-40 Ibs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Install one ply of GAFGLAS #75, GAFGLAS #80 Ultima TM GAFGLAS® PLY 4 ®, GAFGLAS® PLY 68, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Two or more plies of GAFGLAS@ Ply 4® or GAFGLAS F1exPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 1bs./sq. (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lbisq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 galisq. or GAF WeatherCoat Emulsion at 3 gal. /sq. -140 psf (See General Limitation #9.) NOA No.: 08- 0221.04 Expiration Date: 11/06/13 Approval Date: 05/22/08 Page 8 of 27 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 1 2" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 08- 0221.04 Expiration Date: 11/06/13 Approval Date: 05/22/08 Page 27 of 27 1 RECEIVED 4116 2 3 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING • Permit No. PERMIT A PPLICATION Master Per No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) A17 Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name 4411, 2 • .. i- Phone # Contractor's Address City State Zip Type of Work: ❑Additiq Describe Work: - . T$29 Submittal Fee $SC' Total Fee Now Due $ o� (Continued on opposite side) Miami Shores Village Building Department rao Jc ire: 9e9a6 viv /Ai'C County Miami -Dade NO Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1/) 73 q Square Footage Of Work: Certificate of Competency No. **************************** F * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Notary $ te Training/Education Fee $ g , Lf Scanning $ DL — Radon $ Code Enforcement $ Structural Plan Review. $ Zip " ❑ Repair/Replace ❑ Demolition CCF $ 7, a a O /CC Technology Fee $ �/�� Zoning Bond $ Test Number 24 25 • 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 09 -1350 — Page 4 of 4 42 28 28' 19 10 46 46 29 50 12 60' 09 -150 APPROX. R00f 11;51' LOCA110N5 ANI7 1711"510N5 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 /sted notice, the inspection will not be approved and a einspection fee will be charged. Print: My . ;, so ssion Expires: i The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /1 -03 ,20 , by , day of / 3 , 20 ®q, by eko6 who is personally known to me or who has produced rre, a it61 who is personally known to me or who has producedterfewil Fi'C As entificatio : d who did take an oath. k�`I awn as ide, 'cation and who did take an oath. NO NO p( / C FO / yCo on G HENRY JR AI RERTO �, MY COMMISSION #DDS9699S zain � pFp ®Q EX PIRES: , Sept. 19,20}0 -� e' 40 39$01 APPROVED BY * /`�, Plans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Signature Contr: ctor ENRY JR. ALBERTO MY COMMISSION # DD596995 EXPIRES: Sept. 19.2010 com Zoning Clerk checked f • i flug 18 04 05:49p $ value of work For this Permit 1 (,) ' 39 , o Total Fee Now Due $ (Continue on opposite side) Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - - -- BUILDING Permit No, ? a ti- l s PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roo Owner's Nan (Fee Simple Titleholder) 'kJ FC f s Phone # ;305 - 75 - 7 - 153`7 Owner's Address � 1 �- ■ l AiUC- City m 1Gr1ri i State zip 3 3 15 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Vi11agg County Mrami -Dade Zip 3 3 1 co c}- Is Building Historically Donated YES NO Contractor's Company Name 114e HrtYle, Contractor's Address ,S J`), )1 7 AU( ■RA citybe k y State Architect/Engineer's Name (if applicable) Phone # Phone# ggt-Ct a(3-7 zip 3 3Li Square Footage Of work: ' R o o 06 Submittal Fee $�Q' Permit Fee $ CCF $ Notary $ Tralning/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ P•2 Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 4/2 Floors: 2 Living Unfts: 1 Adj Sq Footage: 1,839 Lot Size: 10,530 SQ FT Year Built: 1939 $50,000/ $165,820 36 52 41 31 52 42 MIAMI County: SHORES SEC 5 PB 10- $50,000/ $179,974 47 LOT 14 & S29FT LOT Legal Description: 13 BLK 120 LOT SIZE IRREGULAR OR 18469- City: 1383 1298 4 COC $179,974 21800-1319 10 2003 1 Year: 2009 2008 10401 NE 2 AVE Applied Applied Address: Exemption/ Exemption/ Taxing Authority: Taxable Taxable Value: Value: Regional: $50,000/ $165,820 $50,000/ $179,974 County: $50,000/ $165,820 $50,000/ $179,974 $50,000/ $50,000/ City: $165,820 $179,974 $25,000/ $25,000/ School Board: $190,820 $204,974 Folio No.: 11-2136-013-0550 Property: 10401 NE 2 AVE Mailing LASALLE BNK NA TRS Address: Elam 4 .1 . 22tL 4V =CEMINI 2780 LAKE VISTA DR LEWISVILLE TX 75067- ear: 2009 2008 11=M 111:1619..gS.a.t. 1:1MMEMIM mums aamE ma2=2=NI Elam 4 .1 . 22tL 4V =CEMINI IHEUZIMEXX Year: 2009 2008 111:1619..gS.a.t. $25,000 I $25,000 2nd Homestead: YES YES Miami-Dade My Home My Home iamh a e. ov Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator 111: Property Appraiser Tax GQIIIIPOrigAr Portabili_S.O.H. Calculator Summary Details: Property Information: Assessment information: Exemption information: Taxable Value Information: Sale information: http://gisims2.miamidade.gov/myhome/propmap.asp ACTIVE TOOL: ZOOMIN Digital Orthophotography - 2007 Nk:'6 4 ;V (IQ na151E1 laytto.me I Praparty. .. llllllllllllllll I Prmrty...taxas 1 MLNeigliborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Director,/ 1 Prlvacv 1 Disclaimer 0 28 ft If you experience technical difficulties with the Property information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site @ 2002 Miami-Dade County. All rights reserved. Page 1 of 2 MIAMI-DADE Legend Property Boundary oke c Aser' Selected Property Street "V Highway Miami-Dade County Water 10/5/2009 Sale Amount: $100 Sale O/R: 26906 -4221 Deeds to or executed by a federal, state, or local govemment agency Sales (including trustees (or Qualification Board) of the Internal Description: Improvement Trust Fund, courts, counties, municipalities, sheriffs, or educational organizations) View Additional Sales Miami -Dade My Home Page 2 of 2 le Date: /2009 Additional Information: Click here to see more information for this property Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments http: / /gisims2. miamidade .gov /myhome /propmap.asp 10/5/2009 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: Low Slope O Asphaltic Shingles • Prescriptive BUR -RAS 150 New Roof Roof Category Mechanically Fastened Tile Q Metal Panel/Shingles El Other. Section A (General Information) Process No. Roof Type Re- Roofing 4 Recovering Q Repair 4 Maintenance Are there Gas Vent Stacks located on the roof? El Y Job Address: Roof System information Low slope roof area (ft. z Steep Sloped area (ft. S 90 Total (ft. Section B (Roof Plan) If yes, what type? [1 Natural [ LPGX 1 9'0 Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): ■ NUISSIMIN ■...rrr.>i•r•. /4rr•nrr. r. f•UU #r.rr ■ ■ ■ ■ ISMIN r INSIIM rrrrr..• ai rrrrrrIUMMI rrr.ri IMISMIONIM r rrr.u.......r.■...r le�,r l�l ummomm rrr�rrrrrrrrmlXr lrrxr :ter ■r•. • •ri.r1...•rrl:�s- l---- �. -•.- __ •••••rrr.rrrri ••••rrrrr• .H r I•u•uu••u..rs /r•% iai /.rr u .. i iir ..r...•r •u•u ••..r•�i ■.r...• ua.m.iifC!rr. +'J•1 MISSION, I sil rrrrr Iru.rrr /•rr IMMOINOMMUNIMS ua..'•ru .....iii ■11� s1 .� w I ■ , � / i/ x i �r .�IiNiMrx.r ■ � m ■ M �� & r d • i u.., rr�..r. .rrr .ur trr r: r.r.rir.�•�� ir1�T`�ri ■� . m�� .ii irilf��i%� . X1.1 . i � r ■ ri••..ei.aii lir'1:!�`.i r... l.....u.� 1�4�rrr1.r...iifiiwC..iiitX.rrr iS MIIMM.riiiFk!'7.I'411411.l ilflr.r i. .rr ■•.r rf � i..r rr..r.rr•..r• . r.•r � r. •.ic• •I (►: r•.i l .u..�ri ir. r. ■...u..•r.i r.r.. '' .i • �i.rr ii. i hi � • r ti _. %. i i i i i r = i r r.rriitr. ■ ■t I• riMrrr .i .sill i.Yr.r..r •i iSSOMirrr..rrrr.i irsa�r. r .ri.r�.Ru.�.�...,..,��.....�... .. ..�,. .r rrr.r Pr.. I ...riKrr.rr.t /. X IIKI�`r■ i• ..r.Y /r..rr. i uuuui 1....a•.... ... t . .. v;. •rrrrr K.M.• •I.cr. i•Ii . ri• ..rr r...rri I i r...r...riirlcit;•rr...r•rr...r .•r.MRl•a . •..rri • r.. H ii I...RHu •uuwu••rr..11rrrrr.i I•. ,ii"Cillt• i I ..rrrr.rrrr•ri Ir •;c>�a�Ri•.r INIUMMINUMMIMMIUMI IIIIIIMMINIUMMISMISONSIUMNIMININOIVNIPPIWINISIMI I • NI uuuua. iill••• ••••••i••••••••••••uil IV•Z TIn usu• •uu•au ilirrr •r rani. •••I•..rrrr••••• ii�irr.iirn►� 'rrrrr • u•mrr iur i i . . . ■i.. iu.. m .r • ••• • • •iI u r i r i • i►4 • H 14 � i C •C• • :.. . 5 .•.:.:...: • • •••�••� I .rr ...ri u._. rr..... •.••. . M ••..r�rIRt ••••• I ilr r rr iu .r..r..•r mum ■mmummism i ■••••i>Im.r. .ri•••••• •...r.c ir rr.r..r..Qitu•u•u.r.Ie.r..r I Page 2 • • • • • • • • • . • http: / /www.miamidade.gov/ building /roofing permiting/permit _ app_section_a.HTML . 1/10/2009 .• • • • • • • • Sea!ion C Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) Fill In the specific roof assembly components. If a component is not required, Insert not appl/cable (n/a) In the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): (P1) Field: (P2) Perimeters: (P3) Comers: Roof Slope: Parapet Walls: Deck Type: Support Spacing: Altemate Deck Type: Existing Root Fire Barrier. Vapor Barrier: NA Anchor Sheet: psf na psf 16 Base Sheet(s) & No. of Ply(s): psf Maximum Design Pressure From NOA: — 5/8" Plvwood— "o/c Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Base Sheet Fastener / Bonding Material: 11-1/4 RS NAIL & TIN CAP 1 -5/8 Ply Sheet(s) & No. of Ply(s): GAF PLY 4 (2) PLIES Ply Sheet Fastener / Bonding Material: Gaf Material corp System Type: psf " : 12 Roof Mean Height: No ❑ Yes Parapet wall Height: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: ft. SAME 1 N 1 NA 1GAF BASE SHEET #75 (1) PLY 1 -ply of Mineral Cap Sheet Top Ply Fastening / Bonding Material: Hot Mop Asphalt type Iv Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: na 2. Perimeter. 1. Field: ) 2. Perimeter Insulation Fastener Type : WOOD NAILER TYPE AND SIZE: EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment 14/4 RS NAIL @ 4" Coping Material: Coping Size: I granules 6 " o/c © Laps & " o/c © Laps & Hook Strip Size: Parapet Coping Metal Attachment " 1/2 Sheet Width: rows Wood Nailer Fastener Type and Spacing: rows 3. Comer: !1 . " o/c CO Laps & I rows L " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 3. Comer: " o/c " o/c 1x fasc board I8d nail @16" — Galvanized Metal- -3" face 26 ga.— — SELECT EDGE METAL HOOK STRIP SIZE— • • • •• • • •• I— SELECT PARAPELWU.I• COPING b/IATERIA,I_— T — SELECT COPING METAL iZE OI•TH • NESS- - SELECT COPING TAk HOOKSTRIP SIZE+: • • • . . • • • • •• • • • •• .. • • •• • • • • • • •.. • • • • • • • • • •• Edge Nailable Deck MIAMZE COUNT Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofmg Permit Application Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Top Ply Interplies 4 Roof Mean Height: Drip Metal: Galvanized Metal Surfacing: gravel Top Ply: IGAF MINERAL CAP SHEET Interplies: GAF PLY 4 Base Sheet: GAF GLASS BASE 75# Deck Type: 20 ft. • PLYWOOD • • • .. • .... • • • .... ... • • .. • • • • • . • • • • • .... .... • • • • . • .... .... • • • • .... • • • • .... • . . • • .. .. • • • • • Tile Roof System MIAMI•DADE "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Roof Slope: Roof Mean Height: "/12" 14 Method of Tile Attachment: ft. Adhesive, Medium Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat gauge or weight: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System P 1: —3 "face 26 ga. 1 . — Galvinized Metal— P 2: -78.6 11-1/4 RS NAIL 4" 11 1 — Select Hook Strip - P 3: NA Maximum Design Wind Pressures, (From the NOA Specific system): ' 45.5 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Deck Type: Optional Insulation: — Select Deck Type — Optional Nailable Substrate: Optional Nailable Substrate Attachment: �NA Basesheet Type: ASTM D226 FELT 30# Fastener Type for Basesheet Attachment: 11 RS NAIL 6"0C @ LAP 12 "OC @ FIELD Tile Underlayment (Cap Sheet ) Type: LASTM 90# FELT Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV Tile Profile: VANGUARD ROLL CONCRETE TILE Section E 2 "Delivering Excellence Every Day" P1: P2: P3: MIAMI-DA COUNTY x 1: x 1: x 1: Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. x w: x w: x w: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form 0.289 0.289 0.289 - W: - W: - W: - Mg: - Mg: - Mg: 5.97 5.97 = Mr1: = Mr2: = Mr3: 7.06 16.75 5 45.5 Method 3 "Uplift Based Tile Calculations Per RAS 127" cos 9: El. Fr1: x cos ft: __. = Fr2: x cos 9: = Fr3: Where to Obtain Information to complete tile calculations Product Approval (NOA) NOA Mf NOA Mf NOA Mf or Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for :ach area of the roof, then the tile attachment method is acceptable. 5 NOA F' NOA F' NOA F' Design Pressure Mean Roof Height Symbol Description Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance P1 or P2 or P3 Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Average Tile Weight Tile Dimensions I = length w = width Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story. Road Lake Wales, FL 33898 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 imnwliately 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete Roof Tile LABELING: Each unit shall bear apermanent 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 consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. NIIAMI -DADE 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.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC 1= 16 -1/2" TAS 112 Vanguard Roll Tile w = 13" Vz" thick Trim Pieces Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing Low Profile Roofing Tiles Concrete 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifier Test Specifications TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications; Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) PO402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94-084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC - 76 0 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA100 Static Uplift Testing PA 102 (2 Qnik Drive Screws, Direct • Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25-7804b-8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 4 °Rug 18 04 05:49p Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Loader's Address City State 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 thus junsdictlon. 1 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 WIT` 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 preceding $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 reinspectlon fee will be charged Signature NOTARY Si Owner The foregoing instrument was acknowledged before me Ibis day of , 20 . S1, by . Y.I� LeBL A VLC- who is personally known to me or who has produced As identification and who did take an oath. alp i e ALLARD . ' .=_Notary Public - State of Florida ' $71* Commission Expires Jun 5, 2005 itWitnittrireen Print 1 ravOntvt -l1 My Commission Exp' S l a t e Certificate o r R e g i s t r a t i o n N o . ( - C C L L 1 * * * * * ** ** **** ** * ** Mkt *** **+k*** ** * ** ***** *** * *** ****** ***** **** ******* APPLICATION APPROVED BY: 01010/14/03 Signature My Commissi r Cy p. Contractor The foregoing instrument was acknowledged before me this d a y o f rZG , 20 24by ? 1 1 i 4 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBUI Sign: Print: KIMBERlI ALLARD , / ^4 ride ; " *Commission Expires Jun 5, 2005 Commission # DD031649 Certificate of Competency No. Plans Examiner Engineer Zoning Table 3: Restoring 3 ":12" Moments due 4 ":12" to Gravity - M 5 ":12" (ft-Ibf) 6 ":12" 7 ":12" or greater Tile Profile 2 11 :12" Monier Lifetile Vanguard RoII Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens • Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X (ft Tile X (ft A. (ft) Profile Batten Application Direct Deck Application Monier Lifetile Vanguard Roll Tile 0.266 0.289 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimunn deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data. For Attachment Calculations NOA No.: 07- 1023.07 Expiration Date: 12116/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft-ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 1 plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 242 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 • 32.2 1 Table 7: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Liletile Vanguard Roll Tile Polyfoam PolyProrM 86.61 Polyfoam PolyProrM 45.5 3 Large paddy placement of 54fjrams of PoIyProna. 5 Medium paddy placement of 24grams of PolyProTM. Table 6: Attachment Resistance Expressed as a Moment M1 (ft for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive 26.1' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page5of7 Table 8: Attachment Resistance Expressed as a Moment - M,(ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar .Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami Dade County Product Control Approved ". VANGUARD ROLL MONIERTAFETJLE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER L1FETILE VANGUARD ROLL CONCRETE ROOF TJLE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Espin-atiou Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 , - E -10-0c1- 1 v am i Shores Village APPROVED BY D A I E ZONING DEPT BLDG DEPT a lk:/ - // SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • CrtIrIS 11:1:,, 2c1 7 r ta7) Lj , j)L4 LA d u*A.1.• • Roof System Manufacturer: mount LiV_ MIT Notice of Acceptance Number:__ ®' " /0 2-3 , 9 7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: `o v 63 Pmax2: j6 3 2- Pmax3. ' / 7.2. 40 4S5 Maximum Design Pressure c-- (From the NOA Specific System): � t'O ' M ,v ►+ems. • X 1 7 Roof Slope: 3 : 12 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Deck Type: Sloped S tej escription ype Underlayment: Insulation: Ridge Ventilation? l 'l Fire Barrier: I L Mean Roof Height: 1+ Fastener Type & Spacing: I . i t :0 . "etv Adhesive Type: • ype Cap Sheet: oof Covering: • • ... i • • • [i C Type & Sizp.141p . '. dge: • • • •••• • 1l ►!J .CLi'A3li+i: Nt,i Ij Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 4. 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based T P 1•" �° P 2: x P3:Alta c '91 -M - a2 - Mg: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: Mr Required Moment Resistance* • • *This Table must be used in conjunction with a list of moment base t1e d systems endorsed by the Broward county Board of Rules and AppDale. • • • • •• • Page 5 culgAIns ® Per RAS 127" ®63NOA Mf: ja ,,,)r, 'C?�j' �l °'� - = Mr1: i j� .J. NOA Mf: ; 4S. Hall = Mr1 • 1 I. 2'4JOA Mt 45:4 ,,, ...,, cc . >, , NOA Mf: • • • • • •• • • •••• • • •••• • Page 1 of 1 • • •• •• • • • •••• • • . • • • • • • • • • • •• • • • • • • •• • • • •••• • • •••• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 c ZcW OCT 07209 `io- mmeov ®m------ e. ® -- This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Mark A. Zehnal, CPRC MLAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Polyset ® One Roof Tile Adhesive 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. INNSPECTION: 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. NOA No.: 04-1116.01 Expiration Date: 08/24/10 Approval Date: 08/24/05 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof tile adhesive Materials: Polyurethane 1.SCOPE This approves Polyset ® One as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset ® One, and where the attachment calculations shall be done as an moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Polyset One 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polyset ® One roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission❑ Dimensional Stability Closed Cell Content Product Dimensions Description Factory premixed canisters Single component polyurethane foam roof tile adhesive Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 72.14 %D Results 1.95 lbsfft. 7.8 psi 19.95 PSI Parallel to riseD 4.22 Lbs./Ft 3.5 Perm / Inch +0.89% Volume Change @ 70 C., 2 weeks 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 Polyset ® One can be used with flat, low, high tile profiles. 3.3 Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polyset ® One roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. 33 —W F ' = 2 MS NOA No.: 04. 1116.01 Expiration Date: 08/24/10 Approval Date: 08/24/05 Page 2 of 5 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Typical Placement Detail Weight per paddy (grains) Flat, Low & High Profile # 1 6.5 High Profile 2 -Piece Barrel # 2 8.7 4. INSTALLATION 4.1 Polyset One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset ® One 4.2 Polyset ® One shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyset ® One shall provide sufficient attachment resistance, expressed as an moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polyset ® One roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyset ® One Operating Instruction and Maintenance Booklet 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 4.5 Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset ® One has been dispensed. Polyset ® One placement shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING 5.1 All Polyset ® One containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 04- 1116.01 Expiration Date: 08/24/10 Approval Date: 08/24/05 Page 3 of 5 Adhesive Placement Details PLACEMENT DETAIL # 1 NOA No.: 041116.01 Expiration Date: 08/24/10 Approval Date: 08/24/05 Page 4 of 5 AU .19.2004 12:46PM. HOME DEPOT IRS PROD NOTICE OF COMMENCEMENT AAScURDED WY i IT a FOETID tip T> M SR AMU E OP FESITISPEETION PERMIT NO.;�,.. _ — . TAX FOLIO NOJI ( ` 9 `t STATE OP PLORIDAA COUNTY OP MIAMI -DADE THE UNDERSIGNED hereby gives node that Imprommerts wUl be Made tv Main reel Pa Y% and U locerdoce v4ith Chapter 113, Florida Statutes, the following information Is provided In this Note of Commencement. 2. Description of improvement: E. Owner(e) name and address: Interest in property: Name and addrees of fee simple *MOGI= 4. Contractor's name and address 5. Surety: (Payment bond required by Der front for, 6 any) Name and address: Amount of bond 6. Lender's name and sddmaa: Ole Ilk (114,7! i t , - 7. Persons Win the std Flr of a d atcd by ` f p 7i f ; T ` ` provided by Semen 713.13(17., Florida " �.,... Name and adds, O. In addition to himself, Owners designates the following person(s) to M Section 713.10(1) 414, Florida Ste. Name and address: 6, Expiration date of this Notice of Commencement the expketion date is 1 year fn n the date of riding unless a titre nt dace ature of Owner tint Owner's Name ° 6 0 . :eB r C' Sworn to and subbed bet ' me this day of 7 . MAW= PACO WIX S1'ATE OP TIi3O' 1'r) , r' WVI ' WF)). , 9 I if {s I 1 i' {?! ii` if GFH 2004R07 91 OR Bk 22607 Ps 3405; (fps) RECORDED 08/25/2004 13 :50:19 HARVEY RUVIHr CLERK OF COURT ttIAMII -DADE COUNTYv FLORIDA LAST PAGE 01, C x .1•.0 A_ 3 1 : =• a Dopy of the Lieno.'s Notice as provided Address: ..[ Prepared by i-lObVii ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE NOA No.: 04-1116.01 Expiration Date: 08/24/10 Approval Date: 08/24/05 Page 5 of 5 M IA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCE OA) Monier Lifetile 200 Stpvad Lake 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 licable building code. This product is approved as descri including the High Velocity . c: i e , e o ,thd Florida Building Code. DESCRIPTION: Cai}iri� \ ' � Ro y Tile LABELING: Each unit a bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Mi '- ade 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, thin it shall be done in its entirety. • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer'og its'distriladtthg. and shall be available for inspection at the job site at the request of the Building Official. •••• This renews NOA 02- 1205.05 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 as been designed to comply with the Florida Building Code • .... .... • • • • .. • • • • • • .. • • .. • • • .... NOA48.: D7- 1023.08.. Expiration Date: 12/16..' Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing Low Profile Roofing Tiles Concrete Test Dimensions Specifications 1 =17" TAS 112 w = 12 -3/8" 1/2" thick 1 = varies w = varies varying thickness Test Identifier TAS 112 7161 -03 Static Uplift Testing Appendix lII PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) PO402 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94-084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 • • Mach, 199; • • • • • •••• • • • 1V1ay 1994 • • •••• •••• • • • • •••J•uly 1994• • • • • • • •• •• • •• • • • • • • • • • •••• NOAJd : 07- 102308. • Expiration Date: 12/18/1:.. • Approval Date: 12/20/07 Page 2 of 7 Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 • • • • • • • • • • •••• • • • • •• • • • •• • • • • •••• •••• •• • • • • • • •• •• • •• • • • • • • •••• • • • • •••• NO11416.: p7- 102.3.0$, Expiration Date: 12/16(1, • Approval Date: 12/20/07 Page 3 of 7 •� • • • • • • • • • Table 3: Restoring 3 ":12" Moments due 4 ":12" to Gravity - M 5 ":12" (ft -Ibf) 6 ":12" 7 ":12" or greater Tile Profile 2 " :12" Monier Lifetile Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.71 6.41 5.63 6.40 5.52 6.26 5.39 , 6.10 5.24 5.93 5.07• AZ 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Capri Tile 9.51 1.42 1.03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • • • • • • • •••• • • • • •• •• •••• • • •• •• • • •••• • • • • •••• • • • •• •• • • •• • • • • • •• • • • • •• • • • • • •••• • • • • •••• • • NOAA18. : D7- 1024.08. Expiration Date: 12/16/n, • Approval Date: 12/20/07 Page 4 of 7 Table 2: Aerodynamic Multipliers - X ft) Tile Profile X (ft) X (ft) Batten Application Direct Deck Application Monier Lifetile Capri Tile 0.265 0.287 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • • • • • • • •••• • • • • •• •• •••• • • •• •• • • •••• • • • • •••• • • • •• •• • • •• • • • • • •• • • • • •• • • • • • •••• • • • • •••• • • NOAA18. : D7- 1024.08. Expiration Date: 12/16/n, • Approval Date: 12/20/07 Page 4 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Fastener Type Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Capri Tile Polyfoam PoIyProTM $6.61; • . • •' Polyfoam PolyPro • $° ; 11.8 • • I 3 Large paddy placement of 54grams of PolyPro'M. • 21.9 5 Medium paddy placement of 24grams of PolyProTm. • 1 #8 Screw • • • • acme 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Cilp) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lffetile Capri Tile Adhesivo 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 26.1' • ••• • • • • •• • • • • • • •• •• • •• .• • • • • • • • •••• • • • • •••• • .• • • • • • •••• • • • • •••• • • NOtt No:: Q7-102108.. • • Expiration Date:12/18 /1Z •. • Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Capri Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, CAPRI TILE IDENTIFICATION MARK (LAKE WALES, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • •• • • •••• •. •• • • • • • • ••.• • •• • • • •• •• • • •••• • • • • •••• • • • •• • • • • • •• • • • • •• • • • • • • •••• • • • • •••• • • NOAM.: 1023.08.. • • Expiration Date: 12/184: • • Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF TATS ACCEPTANCE • • • • • •• • • • •. •• •••• • • .. •••• • • • • • •••• •••• • • • • • • • • • •• • • • • •• • • • • • • •••• • • • •••• NOANo.' 07- 1023408 • • Expiration Date: 12/102: •. Approval Date: 12/20/07 Page 7 of 7 •� • • • •• • • • • - GULto riva.r1 ROOF. COVERING: MATERIALS (TEVT) Rookng 'Systems (TGFU)—Continued Insulaticm- (Optional): One or more.layers perlite, wood* fiber,.glass fiber, isocyanurate, urethane, perlitetisocyanurate composite,. rifle/ urethane composite, wood fiber/isocyanurate composite, phen 2 in. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4"; or "GAF- GLAS Ply 6". • • • Cap Sheet One layer Type G3 "GAFGLAS bormeral Surfaced Cep 4. Deck Nc adixt: 1/2 " Insulation: One or two layers "Isothermit"; 4 in: Mix, helixlopped. • Ply Sheet 'Any TYL Classifie.d.grairelsurf;• .dasi A asphalt glass fiber . . .,• • • . • • • Iredii. e; • 188 GAFcLAS Mmeral Su rficea Ca P p Sheet (Optional): Red rosin p Base Sheet ' One.layer Type G2 Alsaii$ #75 • nailed). C„. • — InCline: 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ;7. • 7 1,. ., . Ply Sheet One or more layers Type "GAFGLAS.Ply - 4". ar. ''GAF- GLAS Ply 6". Cap Sheet - One layer Type C.-.3 l"GAFGLAS. A/finer:al Surfecerh Cap Sheet". _.... _. . 7. Deck: C-15/32 . . Insulation: One or more layers perlite; glass,fiber, isocyanurate, ure- • thane, perlite/isocyanurate composite, perliteimethane composite/phe- nolic, 1.0 in min (offset from plywood joints 6 Ma: -.• - ., - - ' •Base Sheet One or more layers. Type G1,. G2 or G3. ., ...... '... . • Membrane e or more layers "Ruberoid Torch" (SixtOothorGrinule) "Ruberoid.Torch Plus" (granule), "Ruberoid Mop" ar•Grantle) . • • or "RUberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced CapSkieer, lidtMopped: 8. Dedc G45/32 • • • •: • • itidine V - •''. " Insulation (Optional): One or more .layers perlite, Wcialiber, glass • • fiber, isocyanurate, urethane, perlite/iSoclanurate cOMpasite; perlite/ • urethane coinposite, wood fiber /lioCyanurate .iOniposite/Phenolic, any thicicness.. Base Sheet Two or more layers Type G2 or. C=3. Ply Sheet.(Optionai):: Onebr more layers Type Gl. • • • 1VIembrane: • One or more layers "RuberoidTorch"*(Smtiotlim'Grauute), "Rubercricl,Torchilus" (granule), "Ruberoid Mop" (SmOothor Giamile) or "Riatieroid Mop Plus" (granule). • • Cap Sheet "GAFGLAS Mineral Surf:aced•Cap*Sheet", no t:Moppea... • • Class B • 1. Dedc C-15/32 • . Incline: 3-1/2 • • Insulation (Optional): One or more layers' perlite, wood 'flier,. glass fiber, isocyanurate, urethane; perlite/isocyanurate composite, .perlite/ urethane composite, woad fTher/isoayanurate composite, phenolic, any '• Ply Sheet Two or more layers 'Type G1 "GAFGLAS Ply 4" or "GAF- thidcness. GLAS Ply 6" . . Cap Sheet Type G3 "G•AFGLAS Mineral • Surfaced Cap Sheet", hot mopped . 2. Deck: C-15/32 Incline: 3-1/2 . . InsulatiOn (Optional):. One or more layers perlite,. wood :fiber; fiber, isocyarrurate, urethane, erlite/isocyanurate,composite,.perlite/ .., urethane ccreposite,,wood fib/ isocyanurate composite, phenolic, any • thickness. • Base Sheet . Two or,more layers -Type Gl, G2 or G3. Membrane: One or more layers "Ruberoidlorch" (Smooth or Granule), "Ruberoid Torch Phis" (granule), "Riiberoidgop" (Smooth or Granule) or "Ruberoid Mop Plus".(granule). • : ' Cap Sheet "GAFGLAS Min' eral Surfaced Cap Sheet", hot•MOp.ped• 1. Dedc C-15/32 • Incline: 1/2- .. Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, iiocyariurate, urethane, perlite/isocyanurate 'composite, perlite/ urethane composite, wood fiberhsocyanurate composite, phenolic, any Fly Sheet Three or more layers Type G1 "GAFGLAS ?ly 4" or "GAFGLAS Ply 6". - . • - ..• .. • . CI as s C Roofing Systems •(TGRU)—Continued Surfacing. "Special.Roofing Bitumen': 20 lbs/sq. . - . COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1... Deck: C •• • Incline: 1/2 . • . .. Insulation (Optional): One or more layers perlite, wood fiber, gla • fPoeicisocyarrurate, urethane, perliteLisocyanurate composite, perlite/ • urethane composite, wood fther/isoeyamtrate composite, phenolic, any :•Ply Sheet Three or more layers Type G1 "GAPGLAS Ply •4" or thickness. "GAFGLAS Ply 6", hot mopped with coal tar bitumen: „ • Surfacimp GraveL' ' • . . • • . • • COMBINATION HOT AND COLD SYSTEMS • Class A • . • 1: Deck NC • ' Inclin eil Insulation (Optional): One or more layers perlite, wood fiber:Or glass • 'fiber, 2 in. max. — Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". • - • Surfadrig • Grundy Indirstries "ak MB Aluminum Roof Coating" at 1-1/2 gal/sq. • • • ' • - • ' • ''' *. • - 2 Deck NC .1. Incline: 1 Insulation (Optional): One or more 'layers .perlite, waiid Sher, glass . fiber, isonyanurate; Urethane, perliteAsocyariurate composite; perlite/ • • urethane composite, Wood fler/isacyaruirate composite; Phenolic, any Ply Sheet Three or more layers. "GAFGLAS Ply' 4" or thickness. • . • "GAFGLAS Ply 6".'• LOOK FOR THE - UV MARK ON' PRODUCT ROOFCOVERINGIMATERIALS (TEVT) • • Stitfaiing: • "Weather Coat Eartiilsioirat 3 gal/sq. 3. Deck: NC • • Itidine: 1/2 • • i ' • Insulation: One or •two layers "Isothergi in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt OA fiber ... . mat system. • • . 4: 'Deck:NC • • • '-.... Incline: 2 • Insulation (Optional): Isocyanurate, .perlite, isocyenurate/composite woad fiberand glads fiber/any thickness, inec.hanically likened.. Base Sheet: One ply•Type G1 or•-G2;:pechanically- fastened or hot ' '• ' Ply Sheet One or More plies Tye G1 orG2; 'adhered with hot roofing asphalt: gal/sq or "GAF Weather Coat Emulsion", 3 gal/sq. 5. Deck: NC • • SurficinF 'GAF Preulum Fle Aluraituirn Roof Coatiing"; Incline: 1 Insulation (Optional): Perlite,•eass fiber, polyisocyarnirate,Wood fibe mechanically fastenecl, anythickiess:' - - r, Ease/Ply Sheet. One or more plies Type GI or type G2, hot mopped in 'Coating "Fiberectiluminuin Roof Coating". 6:' • DL•c1L•hIC'' • • • •• ' • Incline: 1 • • Perliteigla'ss fiber, polYisocyanurate, wood fiber, niediankelly faitened, any thickness. • • • - • 7. , Base/Fly Sheet One'or more plies Type G1 or Type G2, fully edher with either "Ruberoid Modified BitiMen Adhesicie" or "Rubercfid Modi fied Bitumen flashing Cernent.", • • Co.atinF "FS3ered Aluminum Roof Coating", 1-1/2 gal/Sq. • 7. Deck: C 15/32 • , Inane: 1 - Base Sheet One or more plies Type G2,,inechoiliCally P17 Sheet nFibekod or mor R Typ irf e ctI C4.1 04 ,7 , morpea ; .14:26 Class w . .ft • • • • 1. Deleted •.• lerhuiral:disocyanOn(Otiprialteonajzrethan);' Onee.,-6in.ri.rotoutejasayaniayers?iirap-1s*:....tivatos_i- • 2. Deck C-15/32 urethane composite, wood fiber/Aomigrafe colvost phm trc717 thicicness. .• • • • „ Ply Sheet: Three or mo la;eris • Icrpe • 7GAFGLA- • P17. . "G Ply 6", hot mopped*, • 4...i *oi SiiifaeinF Grundy Irulustne s "el MB • .gal/sq. . • •••• - • wo•Wilte#4:2_ti• • • • Insilation (Pptional): One Pr gore layers PseLAS 3. .Deck NC isoeyaninate, urethane, perlite/isocyanurat# temps:Gift, u rethane composite, wood ffber/isocyaluirate composite, pherlalif, FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS BOTTOM SHEET ATTACHMENT NAILED NAILED; NAILED NAILED NAILED NAILED SPEC# N -B-4 -M BASE SHEET STRATAVENT• NAILABLE #80 ULTIMA" BASE SHEET MODIFIED BASE SHEET PLY 4 w /SHEATHING PAPER FLEXPLY" 6 w /SHEAIHNG FAFER 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE (WEST ZONE ONLY) BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET N- B- 4-M /P6 NAILED STRATAVENT• NAILABLE NAILED #75 BASE SHEET NAILED #80 ULTIMA' BASE SHEET. NAILED MODIFIED BASE SHEET NAILED FLEXPLY" 6 wISHEAMING 6 w,FAPER Built -Up Roofing Systems 310 GENERAL Safety: Refer to Section Section 1.06. DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION IS READ, UNDERSTOOD AND IMPLEMENTED. MATERIALS Material Requirements per 100 sq. ft: Asphalt (per ply) 25 Ibs. (1.22 kg /m Base Sheet 1 ply Ply Sheets 2 plies Cap Sheet 1 ply INTERPLY PLY 4 PLY* PLY 4 PLY 4 PLY 4 PLY 4 INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 INTERPLY PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 GUARANTEE SPECIFICATIONS SURFACING CAP SHEET CAPh� CAP SHEET CAP SHEET CAP SHEET CAP SHEET INTERPLY SURFACING FLEXPLY 6 CAP SHEET FLEXPLY 6 CAP SHEET • FLEXPLY 6 GAP SHE I • • • FLEXPLY e•• • C/ P.SHE6T•.. • FLEXPLY 6••rR T• P SHEE•• •••• •• •• •••• . .... • • •. • • • . • • • • • .••. • • • • •••• • • • .• • • •. • • ••. • RE -ROOF COLOR THRU TILE permit renewed on 11/13/07 Passed Inspector Comments talked to Mr Smith Jean, new home owner, explained him that has to have the up lift report, ladder outside the house and the paper work in order to have the final inspection. CC 11/13/07 % jtC ilr c p Z---- t ' Failed ff � , I Correction ee Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/14/2007 Inspector: Grande, Claudio Owner: ALPHONSE, NADY Job Address: 98261 Avenue NW Project: <NONE> Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Tuesday, November 13, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1131010240060 Lot: Phone: 954 -592 -2203 Page 2 of 2 I BUILDING CODE COMPLIANCE OFFICE (BCCO) .PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 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 the BCCO and accepted by the Building Code and Product Review Committee 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. 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. TERNIINATION 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 portionof the OA.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 manufaClr or i • • • distributors and shall be available for inspection at the job site at the request of the Marne Official.' • • This NOA renews and revises NOA No. 03- 0501.05 and consists of pa 1 thro gh 1 • • • The submitted documentation was reviewed by Jorge L. Acebo. n g ��' ..'..' MIAMI-DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • •••• . . • • • • . • • r 'OA NB.: 0742193/9 Expiratloa'Jate: If/WI/13 Approval bate: a3/Zf)bS Page f8f19 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. • Fire Barrier: Fire°utTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- WeldTM Smooth or RUBEROID Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring.shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" 0.0. in the field. ( Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -Teem AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure --45 psf, See General Limitation #7) a GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psi; See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID ® Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Dri11 -TecT steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of *sheet. (Maximum Design Pressure —60 psf, See General Limitatitte•#77 .••••• Any of above Base sheets attached to deck approved annular Thank n'itili and=3" inverted Drill -Teem insulation plates at a fastener spacing of 9" o,c. pg • the 4" lap staggered in two rows 9" in the field (Maximum Design Pressure —60 psf, See General LimitationeV• • • . • • NOA loo.: 07 Expiration Date:'W04n3 Appneval:Date:.0 / Page Lxof 19 Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -TednA steel plate or Drill -TecTb AccuTrac Plates, 8" o.o. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. . (Maximum Design Pressure —75 psi; See General Limitation #7) One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID MOP Smooth or RUBEROII) 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS ® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 IbsJsq. respectively in a flood coat of approved asphalt at 60 IbsJsq. or applied in a flood coat of Leak Buster"' Matrix"' 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq. 3. Leak BusterT' Matrix"' 303 Premium Fibered Aluminum Roof Coating,.at 1.5 galJsq. 4. Leak Buster"' Matrix"' 715 , Leak Buster"' Matrix"' 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak Busted'' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. • • • • • • • •• • •.•• • • • • • • • •••• •••• • • • • • • •••• •••• t� • • •• • • • • • • •• •• • •• T O ] . : 07- 1219.09 Exphatio ;Date : 1eps 3 Apitrpyhl pate: Lamps Page 1 ,1 • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Plyrm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck" or ' / %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first Layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center -of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet onmembrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Bngineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of:perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permits fer� enhanceJ fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners) ¶Vhan limitation is specifically referred within this NOA, General Limitation #7 will noti applica le ) 10.. All products listed herein shall have a quality assurance audit in accordance with th e to Buldinn • Code and Rule 9B-72 of the Florida Administrative Code. •••• •••• •. . • • .. • .. •• • • •• END OF THIS ACCEPTANCE NPR: Expiration pate: 14Ia App ?vjd Date: OP/58 Page 19.4.19 Miami Shores Village 0, Building Department BUILDING romm Permit No.( 11 PERMIT APPLICATION ster Permit No. FBC 2001 UN 1 3 2006 Permit Type (circle): Building Elect Mir i Owner's Name (Fee SSii-mnple Titleholder) U C�v` Owner's Address ��I as Cit `1 �. State Tenant/Lessee Name Type of Work: ddition Describe Work: Rea Total Fee Now Due $ 5 (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) C i.CD City Miami Shores Village County Miami -Dade Zip 53 1 50 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 1 a50 « bl) (i City L o 1 State Qualifier ' ! - �G tibp,hary■ State Certificate or Registration No. C.CC, Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: :New P1 bung Mechanical QE ofmp O � L (0 Phone # t Phone # SJCIN Zip ;1, ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ � .- -' CCF $ CO /CC Notary $ TraininWEducation Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/26/2004 Applicant: BETTY Owner: ALPHONSE JOB ADDRESS: 9826 NW 1 Contractor THE HOME DEPOT Local Phone: 954 592 - 2203 Parcel # 1131010240060 Building Permit Permit Number: BP2004 -1155 ALPHONSE BETTY AVE Contractor's Address: 1395 NW 17 AVE Legal Description: BONMAR PK A SUB Fees: FEE2004 -8659 FEE2004 -8660 FEE2004 -8661 FEE2004 -8662 FEE2004 -8663 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $275.00 $7.20 $2.40 $6.88 $21.00 $312.48 Total Fees: $3 2.48 Total Receipts: Permit Status: APPROVED Permit Expiration: 2/19 /2005 Construction Value: $11,739.00 Work: RE -ROOF COLOR THRU TILE Signed: (INSPECTOR) Page 1 of 1 PB 17 -11 LOT 16 & N18.5FT OF 17 7 0 21 PASO In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 1 LOT 3 �I • • 000000 •• • •••••• • ••• BCIS Home 1 Log In i User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications FBC Staff 1 BCIS Site Map j Links I Search Category Subcategory Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail , FL # /PO \\ L,ppllcation Type Revision • *cod: Version 2007 Application Status Approved / • ripaynents • jlrtjhived • Address /Phone /Email Address /Phone /Email Compliance Method Referenced Standard and Year (of Standard) Custom Window Systems, Inc. • • •• • • • PPOINhict Manufacturer • • • • • • • • AQd1 /Phone /Email 1900 SW 44th Avenue • • • • Ocala, FL 34474 •••••• • •• • • • • • • (352) 368 -6922 Ext 207 • • • • • mlafevre @cws.cc • • • ••• • • • • • •••• • • •••••• • • Authorized Signature Michael LaFevre •••• mlafevre @cws.cc Technical Representative Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws:cc Windows Horizontal Slider Evaluation- Repcirt from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R3 COI 510485A (Eval Rep HS -8200 Z1110agt XO 74x54).odf k fcSe!'L� 1 i Standard Year AAMA /101/I.S.2 -97 1997 AAMA /WDMA /101/I.S.2/A440 -05 2005 http: / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 many of Products Model, Number or Name Description 7027.1, HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO imps; /of Use � I _ Appfoved for use in HVHZ: Yes pproved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Impact).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02 2df FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 70. '1 'E 5114: A E . R It - :201Iu•act XO 74x54).pdf Created by Independent Third Party: Yes 17067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R3 II CWS -232A (H5 -8200 Impact XQX),pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104876 (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Im•act HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf fL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rap H5 -8200 Impact XO 72x63).pdf Created by Independent Third Party: Yes • • • • • ••• • • •• • •••• • • • • • • •• • • • t• • •• i• • • • • • ••• • • •••• • • •••• Equivalence of Product Standards Certified By Sections from the Code •••• duct A Pro • • • •• pproval Method • • •••• • • • • • • • • • • • Dat %Submitted • : • :Validated • • • • pate•Pending FBC Approval • ate.Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Method 1 Option D 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Back Next 1 DCq AdmiNstratiof Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 http: / /www.floridabuilding .org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • •• • •••• • • • • • • • • • •••• • • • • • • • • • • •••••• • •• • • • • •• ••• • • •••• to • • •••• • • ® 2000 -2005 The State of Florida. All rights reserved. Copyright and DIsclalmer Product Approval Accepts: V@a1P4. becl. Bobby http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Cletnmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 w Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant • • 4 i pliance: • • ' • Jae above I eQitd product has been evaluated for compliance with the requirements of the Florida Department of • Cornjnunity l airs r Statewide Acceptance per Rule 95- 72.070 method 1(d). The product listed herein complies with • • :the•24907 Florida Building Code. • • � • Product de s cr j i tjcip: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of • •vyelded mitered comer construction. • ••• •••••• • • ,Supporting Documentation: • • • • ' •� Apprvel alocument: drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC •••••• • Horieeatai Slider, prepared, signed and sealed by L. Roberto Lomas P.E. • • Test t a ts: •••••• • • • • ,e) • lieport No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. • ••• • • • • Nttional Certified Testing Laboratories • ••• "• TAS 201 -94 Large Missile Impact Test •••• TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf water inflitration TAS 203 -94 Cyclic Pressure Loading *60.0 psf design pressure b) Report No.: NCTL 210- 3167 -15, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1866/E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101Il.S.2 -97 Design Pressure: ±60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54" • Maximum D.L.O.: 33 3/16° x 49 13/16" • Units must be glazed with' /" IGU consisting of outboard lite 1/8° Ann — Air —5/16° laminated Inboard lite consisting of: 1/8" Ann - .090" Dupont Butacite PVB interiayer -1/8 Ann., per ASTM E 1300. • DuPont Butacite PVB interlayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be white rigid PVC per NOA 08 1220.01 Installation: • Units must be installed In accordance with approval document, CWS -157 Revision A. 1 of 1 Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't her nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s)rv. Engineering Evaluation Report Report No.: 510485A • tiv. • cp-f f1 ° A OF , e, Luis R. Lomas, P.E. � ° LORM �G\�` FL No.: 62514 �ifl�NAi0 ‘ 07/15/2008 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 1 55 114• MAX OVERALL RANGE HEIGHT 53 MAX UNIT HEIGHT 1 49 13/16 GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS—_-__.1 ANCHOR SCHEDULE AND NOTES......_..._2 DESIGN PRESSURES & GLAZING.....v__._.3 SECTIONS & ALT. FRAME_..._.. ..._....__._4 EXTRUSIONS & BILL OF MATERIALS-........5 INSTALLATION DETAILS_..._..._._.._..._ 6-8 3•4 :{/18 DLO TWX" & °X/O" MAX. SIZE 75 1/4 - MAX OVERALL FLANGE WIDTH 2.4= MAX. UNIT WIDTH 26 1/T •~ MAX. SASH WIDTH PROPSTARTAND ONARDECIAL • THE INFORMATION CONTAINED N THIS DRAWING IS THE SOLE PROPERTY OP WINDOW SYSTEMS, INC. ANY REPRODUCTION Di PART OR AS A WHOLE WTIOIP."R4E WRITTEN PERMISSION OF CUSTOM W INOO'N SYSTEMS. INC. IS PROWEI1ER • • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• .•• • • •• • • •• • • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDmON. 2. GLAZI (SSE SHI 3) s • • 3. CONFIGUR arIV :1/XtR • • 4. DES Il • E I+A uvG MBE SHEL<rsSr • EGA fNE D IGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. -8200 FLP.EN6.S2514 A I UPDATED PER NEW FBC REQUIREMENTS 1 0 710 7/08 ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 7/15/2008 CWS -157 1 OF 8 S. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8.8 FOR ANCHOR DETAIL 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMS. 6. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "01X', - X/0`. NCTL- 210.3167 -18, NCTL - 210 - 3167 -1 9. SERIES 1 MODEL DESIGNATION HS -8200. 10. WOOD BUCK 0R STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. ti� 14_ MAX. O.C. CrYPI SEE NOTE 2 X MAX. (TYP) MAX. 18' MAX. D.C. (TY • ANCHOR LAYOUT - (FLANGEI TFIiU FRAME d CLIP MASONRY OPENAIO) WSTALLATIDN ANCHORS TYP. . ••S . . •. •• • • ; . • • • . • • • • • • •• • • • • • • • • • • ••• • . • • • • • •SS • • • • • • • • • • . .. • • • • • • • 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. W000 - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). •.• • NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1118' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/18' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212 SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TD ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK. 5. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR RN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. PROPRIETARY AND CONFIDENTIAL IA THE INFORMATION IN ANeED RJ TM DRAWING IS THE S SOLE PROPERTY OF CUSTOM WIDOWS RSS$31 C. . ANY REPROOUCTKP4 N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CESTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ••• ANCHOR LAYOUT - (FIN! nawNNUN6 MI (WOOD O'EN:NEE ULM 0° • Ft:�P.fz No. 62514 ..w INSTALLATION ANCHORS TYP. A 1 UPDATED PER NEW FBC REQUIREMENTS j07/07/08 MAp4DOW SYSTEMS 441 AVENUE CAA 34474 $HEDULE & NOTES - LARGE MISSILE IMPACT $' SLIDE PAWN 8Y. BAT TMt: 7/15/2008 CWS -157 2 OF 8 CO MMO DT1Y S MS (TIP -TIP) 1TEGHT(1N) WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 1 5 15/B_. 551/4 26 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 201/2 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 Illrew A,B +60/ -60 +60/ -60 46/-6 ) +60/ -60 ( 53 A,B +60/ -60 +60/ -60 f +60/-60-4 +60/ -60 751/4 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 31 1/2 +60/ - 60 35 1/2 A,B +60/-60 31 1/2 35 1/2 +60/ -60 1 +60/ -60 WIDTH (IN) GLASS 'TYPE 17 7/8 24 3/4 A,B +60/ -60 27 1/2 A,B +60/ -60 29 1/2 A,B +60/ -60 39 1/2 A,B +60/ -60 41 1/2 A,B +60/ -60 43 1/2 A,B +60 /- -'60 47 1/2 A,B +60/ - 60 51 1/2 74 A,B A,B +60/ -60 +60/ -60 29 1/2 +60/ -60 +60/ -60 +60/ - 60 +60/ -60 +60/ -60 +601 -60 +60/-60 +601 - 60 +60 /-60 +60/ -60 +60/-60 MODULAR S1Z (UNIT W NDOW 5IZ1±8 • +60/ -60 +60/ -60 +601 -60 +60 / -60 +60/ -60 1 +60/ -60 +6 0/ - 60 1 +60/ - 60 +60/ -60 1 +60/ -60 +60 /-60 1 +60 /-60 +60/ -60 1 +60/ -60 +60/ -60 1 +60/ -60 +60/ -60 1 - +60/ -60 BIIGWF(1 N) 39 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 460/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60 /-60 +60/ -60 • • • ••• • 41 1/2 s g3111 ••W 1h2 54 - 6e07 -61; ' 14/-0 ; • f601 - 9 +601 -60 • +601:61 •• IA/ 60 t . P4(4. - DISC / -60' +6'0 /-60 +60 /-60 +60 /-60 +60/ - 60 +60/-60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-50 +601-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/-60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +6 0/ - +60/ -60 +60-60 +60/-60 +60/ - 60 +60/ -60 +60/-60 +60 / -60 GLASS TYPE A 3/4' OVERALL 1/8' ANNEALED GLASS 5t16- AIR SPACE Stir LAMINATED 1/8' ANNEALED GLASS 3/3Z' DUPONT PYS INThRLAYER 118' ANNEALED GLASS 1/2' GLASS BITE W4' OVERALL 1/B• TEMPERED GLASS stir AIR SPACE 5/16' LAMINATED 1/8' ANNEALED GLASS 3/3Y DUPONT PVB INFERLAYER 118• ANNEALED GLASS 1/2" GLASS `BITE . ••• • . • •. •• .•• • • • • , • • • • • • • • • . ••• • • • • • ••• • • • • • ••• ••• •. • • • • • ••• • • • • . . • • • • • • • • • • • •• • • • • • • GLASS TYPE P R O P R I E T A R Y A H D L ' THE INFORMATION CONTAINED W THIS DRAW* O 1S THE SOLE PROPERIYOF WWD3W SYSTEMS. WC. ANY REPRODUCTION PI PART OR AS A WHOLE WTTHOHT 111E WRITTEN PERMISSION Of CUSTOM WINDOW SYSTEMS, WC. 15 PROHIBITED- • NOTE IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, WINDOW SYSTEMS ^^ J900 S.W. 44TH AVENUE ¢CAEA, FLORIDA 34474 SECTION VIEWS 8 ALTERNATE FIN FRAME - LARGE MISSILE IMPACT 6'61firS- : WN 6Y: ATE: PVC HORIZ SUDS BAT 711 512 0 08 3 AAQt) NTS 8200 „ A Et1 8 SEE GLASS TYPE DETAIL SHT. 3 • EXTERIOR - ■II:I JNTERIQR. FF N I i a HEIGHT 1 ALLIA ' V RT) A NOTE: SHOWS SASH CUT AWAY T �Cl TYPICAL VERTICAL SECTION 4 NOTE: SHOWS FDMDLRE CUT AWAY ALTERNATE FIN FgAME OTE: ITEMS 22, 27, 29, 36, 41, 42, 50, 53, AND 54 ARE USED BUT OT SHOWN FOR CLARITY. DETAIL C (HEAD IMPACT HOOKS) • .•. • ••. .•• •• •• • • • ••••• : ••• • • • ▪ • • • • • ••• • • • .•• •� ▪ • . .•• • . • • • • • • • • • •• . . • t_ • • • • •,• • • • DETAIL D (JAMB IMPACT HOOKS) ••• THE INFORMATION CONTAINED IN THIS DRAWING Y IS PROPERTY Of SUGYCSAI v L RQ . WINDOW SYSTEMS. NC. ANY REPRODUCTION W PART OR AS A WHOLE W iT1SWTTKE FL P. N0. 82514 WRITTEN PERMS OF CUSTOM WINDOW SYSTELtS. NG LS PROHI3ITF2 OVERALL FLANGE WIDTH (B\ TYPICAL HORIZONTAL SECTION a NOTE: LEFT SHOWS FIXEOUTE CU( AWAY. RIGHT SHOWS SASH CUT AWAY IMPACT HOOK SPACING: 1) JAM8 HOOKS: A) r FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK iS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 353/4'. 2) SASH CATCH: A) 2 - 112' FROM SASH CORNER TO EDGE OF CATCH. 8 ) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 314 ". SASH ANO FRAME HOOKS ARE TO ALIGN WITHIN U4 ". IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. C) INNER HOOK 3 7/8' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 - 112' FROM SASH CORNER TO EDGE OF CATCH. R) A THIRD D IRD CATCH IS CENTER IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. EXT A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 4Ei:LtI IDR: CWS -157 4 • ••- • • • • • ••• • • • • • • • • • • .•. • • ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • L o ♦.1 (r �. 1: �r ".� T � t7 /v „ • t 4` • • ---• -J • • • CONSTRUCTION Item a Per 9 Description • • 3 118"• •- • CON$TRUCTION H4303 i Mein R., SH. w/Rg., PYG Head 3 118" 1 2 3 Q 1 1 1 1 Q ^ 23116 2 .03 1.1391Fr Sti w /F4.. PVC. 59 - 211118• . 3 1+0031 Mein Fr.. SH, in I1 ., PVC L Jb. r , H-0031 Mar • 1: 1 .. _.. Meet Rai, x4 Rai, F RaFd. Fad. M.A. 1 1 -1 3 9118' .r-* a _.' • • • COFlNERWELD (ALL SIDES) � '- I G • '• ♦ \ . . CORNER WEIR (ALL SIDES) Raid. Sash inset. Rae _�� '1 r . -- � i 1 "A FRAME FLANGE 6031 I PVC SASH MTG. RAIL -6027 • n : Sash Bottom Rea, PVC (S.S.R ter RS1 10 > Rwid.S.B.FUS.SJ1,Fbrix. PVC ----1 1• FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME Ii seen sxmrrop/BoL Flo Flo PVC FRAME FIN -6026 12 Pobr.track. 13 . Gk. Bd., 314 ",Fxa, Hartz. ( 14 - (;Tx. Bd., 3!4 ",Fzd.. Pert — 1 6 1 1 j 1 i3/1s• L1 1 15/16• I 0 1116• f 1 i ii /'f ��r'Ii! i5 , C7e . Bd., 3/4',Sash, Hsriz. 16 Ctt. Ed..3/4•Sash, Vert. 1. 1 , 1• ? :..,. 17 Sam Adapt, w /tdb. PVC. Hsra. L.A111111111 1 SIB' _ 18 Sam. Adapt, PVC, Vert - ' ■ 1 �, 15/5 � 0 20 Prone Catch, Jail,. PVC, HS + _. `� j , II 1j • SASH MTG. RAIL -1497 ALUM. REINF. 6063-T6 f I-- 17116- -.I 1-- ° 21 Sash Cidch, PVC input 1 3/16 PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL -6004 PVC SASH SIDE RAIL -6028 1 1 1 u S-1504 Anchor 23 R3804 Roller. Tandem 24 ck Lo bpact PVC 25 Keeper, bpacL P/C 26 Weep Cover w/ Fbp 1 1/4' 27 Pahl. Rate, MR. MR. 1 1/4� IS ! . m - 1• r �_; II 1f� 3116` 3/4• PVC GLAZING BEAD -6016 28 VVstp., 0270 x .167 back RnSeaL Gray � . r - �` 29 88x2000Fh1}1sA4c Bead n ROLLER TRACK -1678 SASH IMPACT HOOK -1556 FIXED MTG. RAJL -1499 S.B.RJS.S.R. -1498 7 UT ALUM. 6063 -T6 ALUM. 6063 -T6 ALUM. REINF. 6063 -T6 ALUM. REINF. 6063 -T6 1're 31 o 111 SUS 32 68x12513 RtFHTBS, jr 33 66 x 0.625 Quad FH TE1C Wht. 'l 34 Vinyl w t lays Base, .350 Rah 3116 1/16• 5116• 5116 t- I lt8 -f PVC SCREEN CATCH - 6013 35 1 18 z 3B• Sctew , Frame Impact took 98 x I 34 R3342 SeamSeoler. 13M•5504 1- HOOK (HS PVC SCREEN SUPPORT -6014 -1577 7/16• -.1 I HEAD) I 3/15" 37 Cap F619.1/2 this 7/8• r Li— 2112" --.-I ANCHOR CLIP, P -3780 FRAME IMPACT ALUM. 6063 -T6 38 tlRSrawa rruseai tr 19 R3438 tat Mat TruSeaL•H' { 40 Set. Sk ., 85 Dur U8• x 5 x 2" Lg. 41 HS-13200 GoklCart.Label,WICTab,tweet • = --f -- ALUMINUM 6063 -T6 42 R3881 Temporary Lbl. (11FROM ( 43 cats LbL 830 F 3 ^•� SCREW SUPPOR - 3113 44 Gass, Faced 1nG --�'°"`- 2 9116• u 3/8" 1 S/1 G 45 Gass, , Sash 0 UPDATED PER NEW FBC REOUlREMEN75 i07f07/08 > 4yhIOpW SYSTEMS '1 WO S.W. 44TH AVENUE OCALA FLORIDA 34474 46 P Spacer. DuraSeaL Fbcad 1 7' �.� 3/4• 11 /- �� 1;11 a , e. • • "' ! 7 • � . -, z 8 ; : ' •) = ' y� . � r "`y < < a • . �', • .. r c:-'' s I-' R5"`.^' " 'LBW S , 47 P-3281 Spacer, Dur•nni, Sas 0 Screen Frame. Fbrtz. L . 0 U 4' n, ., �� Screen Frame, Vert. Screen Frame comer trey -6 FRAME IMPACT HOOK- ALUM. 6063 -T6 HS J { PLAN VIEW OF ANCHOR CLIP �:' ,; = �� Screen Cloth, tB x 16 lass Screen Spine, .i55 Da.. Bit 1 EXTRUSIONS & B.0.M LARGE MISSILE IMPACT MIIIIMIMEMII Screen Pul Tab NOTE: ITEM 19 IS NOT USED IN THIS PRODUCT ' i x • 'i: •• • ; . PVC HORIZ SLIDE 7/15/2008 w+ IIMMILEIMI Scre Sprig. ss PROPRIETARY AND COMQIDBiML -' '•. THE INFORMATION cONTAflED N T}SaS DRAWING IS THE SOLE PROPERTY OF W�rOIA W040016 SYSTEMS, RC. ANY REPRODUCTION N PART OR AS A DR:caly 11Kx/i WRITTEN PERMISSION OF CUSTOM W INDOW SYSTEMS, NC. 1S PROFa6REO. . ' ®® Frame Catch. )ead. P/C• HS Fa .. , • ,•, • 6200 - CW S - 157 1.111111111301 Reid. S.B.R/S -S.R VerL - • FL f` NO. 62514 s . a .. . . .•: / y '• +. 5 OF 8 I�� Scww Support, PVC • ••- • • • • • ••• • • • • • • • • • • .•. • • ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • L o ♦.1 (r �. 1: �r ".� T � t7 /v „ • t 4` i • •� •• • • • • • • • • • ••• • • • • • • • • • • • ••• • • ••• • •. • • ••• • • ••• • • • • •• • • • • • • • • • • • •• • • • EXTERIOR FINISH BY OTHERS PERMETER CAULK BY INSTALLER WINDOW FRAME HEAD PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK ANC OPENING BY OTHERS 1 BY WOOD BUCK BY OTHERS • ANCHOR CUP INSTALLATION ANCHOR, 3/18' DIA. MASONRY ANCHOR. CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS f 114' 1MIN. EMBEDMENT) 2 1/7 (MIN. EDGE DIST.) 2 117 (MIN. EDGE DIST.) EXTERIOR FINISH BY OTHERS BY OTHERS . PERUM CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1/4• MAX SHIM g"gR • • • •••• • • (SEE NOTE 2 8 3 ON SET. 23 • • • P • • • • • • • • • ALiA • ANCHOR • •T/1g� • • • • OIA. MION ANN A V A • • • CUP •• • • • —1 BY WOOD BUC SY OTHERS K PFTAAY AND CONFIDENTIAL THE •FORIAATION CONTANED N TINS DRAWING IS THE SOLE PROPERTY OF CUSTQM WINDOW SYSTEMS. INC. ANY REPRODUCT W N PART OR AS A WHOLE WITHOUT THO WRITTEN PERIASSK)N OF CUSTOM WINDOW SYSTEMS. NG IS PROHIBITED. WINDOW FRAME JAMB . INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR. • PERIMETER CAULK BY INSTALLER 2 1/7 (MIN. EDGE DIST -) (MIN. EMBEDMENT) A • A AA n • Q• INSTALLATION ANCHOR. .10 W000 ANCHOR. • na • $ ' A CAtJtl< BETWEEN BUCK • AND OPENING BY OTHERS A EXTERIOR FINISH BY OTHERS A1.LATION ANCHOR W/CLIP DETAIL - LARGE MISSILE IMPACT r.: ^ ' • I PVR SUDER HAWN 3Y: BAT AI 7/15/2008 LOMAS • . c-:' !'___ NTSJ N" CWS -157 FiOBERY�O LOMA ., ,:.. `t! 7 • R.. P.E. NO. 6 '4 , 6 OF 8 • • • • • • • • • i_• «b • . P • . • : : s *: 1. „ c t � L i.. nt