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Multiple (3)Zt Inspection Worksheet Miami Shores Village 10050 KE 2° A Avenue Miami Shores, FL Phone: (366)795 -2204 Fax: (305)756 -8972 ii. tilt w> ::.. . 6.1ii:iiiiiiiiiii r >: Scheduled Inspection Date: April 14, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Up Lift Report Owner: PARROTT, J Work Classification: Tile/Flat Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A+ ROOFING CONTRACTORS Phone Number Parcel Number 1132050200050 Phone: (756)306 -7415 Building Department Comments b gp Inspector Comments Passed 1-94 CREATED AS REINSPECTION FOR INSP 105762. NO PERMIT PORSTE J R 04103/09 Failed L) P (1) % Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 13, 2009 Page 9 of 20 ANCHORS. TYPE "B ", "C" OR MULLION 'b" BOTH ENDS / I GLAZING F I I f GLAZING PRODUCT PRODUCT W1�i 2 ___� W ANCHORS: I W� TYPE'$ ", " " "DO BOTH ENDS�' GLAZING PRODUCT TM H MULLION GLAZING PRODUCT W = W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H U�MMPA 1 (I.) WINDOW MULLED W ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS., TYPE. 081 "C" OR "D' BOTH ENDS GLAZING PRODUCT MULLION M1 TYP. GLAZING MucLroN Ma GLAZING GLAZING PRODUCT PRODUCT W12 W = W1 +W2 H = Hl +H2 1 TYPE 'A' (2) WINDOWS MULLED WLONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M 1) M4X OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 PULL LENGTH = H 1 r Robert L. Cl P.. P.E. #39712 ANCHORS: TYPE IS , "C" OR "D BOTH ENDS r t - -W^j GLAZING PRODUCT TYR MULLION M4 GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT W 1--- -3 - - -W2—M i— w3 W W = W I +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS. MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W l +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 APPROVED AS COMPLYING MATH THE SOUTH Fl,¢�ijQA � ILLDING CODE D 1 BY PROD ONTROL DIVISION BUI CODE COMPLIANCE WICE ACCEPTAtICEAIO. 01 _6323.621 P.G.T. lx MU MULLION CUP CUT FLANGES OFF OF MULL CUP TO FORM A 'V - CHANNEL. AND v .. tNSTA" AS SHQi'1K. FOR ?" Mt P.G.T 1x MULLION Y Wow BUCK li MIN.- - j---2" OR 4 "—1 112 F.I•L S ALS STAGGERED ON OPPOSITE SIDES iSACTER�f>;'RN TWITCH EACH NOTE 1 OTHER SEE P.G.T lx MULLION �1= j•-2" OR 4 "—1 WOOD BUCK AGGERED ON REMOVED TO MIN. OPPOSITE SIDES CONCRETE WOOD —__ WTERFERE WTI`H BUCK EACH OTHER .i (TYP ( 0 SEE NOTE MIN." TAPCON (2461) • • ,' . 0 -MIN. li PENETRATION INTO • . A'. • ' " ' • ? MIN. :• .CONCRETE OR BLOCK i6• '- ° J °'• : t =�' y STRUCTURE ALL FASTENERS •, MUST BE DAD£ COUNTY APPROVED. SEE NOTE 1l I 112 WOOD SCREW (1991) I ON 1i PENETRATION INTO WOOD BUCK. ALL FASTENERS MUST BE OADE COUNTY APPROVED. SEE NOTE 11 ELY Wilriffe I l!Y • • , i a• NO 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT. QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. P.G.T. Tx MULLION �I Robert L• Cl P.E. 039712 WOOD LUCK �—•-2" OR 4 "---j �� (Typ; pp , li MIN. ' � i • J1 _ I ■ 1'2 F S M.S. STAGGERED ON OPPOSITE SIDES AS NOT TO )LATER H )T EACH OTHER SEE NOTE' 11 MIN. tl" TAPCoN (246;0 i11IN. t PENE7RATKiN INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY • ' .aiPPROVEO. SEE NOTE /1 APPROVED AS COMPLYING WITH THE SOUTH Da BY PROD T C L DIVISION BUILD! C01E COMPLIANCE OFFICE ACCEPTANCE NO.0 1- " Z 3 'a 2 I 1-2 " OR 4 "--j HULL = �" j 112 �j MIN. AGGERED ON OPPOSITE SIDES (SO AS NQT TO INTERFERE WITt! 21 (NP) 10 0 EACH OTHER) -- — ALL FASTENERS MUST BE DADS COUNTY APPROVED. SEE NOTE /1 P.G.T. MULLION Wow BUCK li MIN.- - j---2" OR 4 "—1 112 F.I•L S ALS STAGGERED ON OPPOSITE SIDES iSACTER�f>;'RN TWITCH EACH NOTE 1 OTHER SEE P.G.T lx MULLION �1= j•-2" OR 4 "—1 WOOD BUCK AGGERED ON REMOVED TO MIN. OPPOSITE SIDES CONCRETE WOOD —__ WTERFERE WTI`H BUCK EACH OTHER .i (TYP ( 0 SEE NOTE MIN." TAPCON (2461) • • ,' . 0 -MIN. li PENETRATION INTO • . A'. • ' " ' • ? MIN. :• .CONCRETE OR BLOCK i6• '- ° J °'• : t =�' y STRUCTURE ALL FASTENERS •, MUST BE DAD£ COUNTY APPROVED. SEE NOTE 1l I 112 WOOD SCREW (1991) I ON 1i PENETRATION INTO WOOD BUCK. ALL FASTENERS MUST BE OADE COUNTY APPROVED. SEE NOTE 11 ELY Wilriffe I l!Y • • , i a• NO 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT. QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. P.G.T. Tx MULLION �I Robert L• Cl P.E. 039712 WOOD LUCK �—•-2" OR 4 "---j �� (Typ; pp , li MIN. ' � i • J1 _ I ■ 1'2 F S M.S. STAGGERED ON OPPOSITE SIDES AS NOT TO )LATER H )T EACH OTHER SEE NOTE' 11 MIN. tl" TAPCoN (246;0 i11IN. t PENE7RATKiN INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY • ' .aiPPROVEO. SEE NOTE /1 APPROVED AS COMPLYING WITH THE SOUTH Da BY PROD T C L DIVISION BUILD! C01E COMPLIANCE OFFICE ACCEPTANCE NO.0 1- " Z 3 'a 2 I IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANT17Y OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. r-2b-j i 3:f i MIN. FROM ENDS (TYP) 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG # 1099 i 14 MAX. MAX. U j MIN. FROM ENDS (TYP) I" MULL CLIP THREE 3 ANCHOR LOCATIONS EXTRUSION DWG 1 1099 1 j MIN. FROM $ MIN. FROM C �2 ENDS (TYP) ENDS (TYP) 1 " MULL CLIP WIT-ABS REMOVED 1 MULL CLIP WfTABS REMOVED TWO L2) ANCHOR LOCATIONS THREE (3) ANCHOR LOCATIONS EXTRUSION DWG # 1099 EXTRUSION DWG 1 1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 'A' 1 x 2 x 1 1 x 4 x Q 1 x 21 x �y 1 1 x 4 x i NO 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ��f?lL . 14 MAX. 8 MIN.J 1 " MULL CLIP FOUR -4) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 i MIN. FROM �- ENDS (n'P) i MIN. FROM ENDS (TYP) jj I--- 'A' ----1 1 " MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG if 1099 INDUST ES 1 " MULL CLIP SIX 6 ANCHOR LOCATIONS EXTRUSION DWG # 1099 i MIN. FROM ENDS (TYP) " MULL CLIP W /TABS REMOVED A, SIX L66,) ANCHOR LOCATIONS EXTRUSION DWG &MMW AS COMPLYING WITH THE SOUTH j U o CODE I Eo L D MSION BUILDING CODE COMPLIANCE OFFICE Drawn Or. P.J.P. 1 "" -5121 /01 Desariptfon: ANCHOR LOCATIONS m1a: 1 " MULLION CLIP Banos /Modeh Scale: Sheet Drawing No. Rev. tONOKOMS, FLO34275I� NOKOMIS,OFL134274 MULLS I I 3 of 6 1 6621 3 8 2 �4 NOTE. 1 1 3 8 �4 3 8 L 7 1 3 8 �4 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 1 3 8 �4 Ix HEAVY !WALL MULLS MAT'L: 6063 -T6 Robert L.` ark, K P.E. #39712 M; Il4 4 i r 1 1 3 8 �4 APPROVED AS COMPLYM WITH M SOUTH F!t RIOA SUILOINO CODE D BY PRO QNTFiOLDVISION BUILDING CODE CMMANCE OFFICE ACCEPTANCE NO. 01-0323-62 1 x2x.375 ' O OPENING W WIDTH I IN INCHES 50 6 60 7 70 8 80 9 90 1 100 1 110 1 120 1 130 1 160 42 1 155 1 142 1 134 1 130 1 130 1 130 1 130 1 130 1 130 1 130 48 1 129 1 116 1 107 1 102 1 100 9 99 9 99 9 99 _ 99 50.625 1 115 1 100 9 91 8 85 8 82 8 80 8 80 8 80 8 __._99 9 80 w 5 54 9 94 8 81 7 73 6 68 6 64 6 63 6 62 6 62 6 62 6 62 60. 6 67 5 58 5 51 4 47 4 44 4 42 4 41 4 41 4 41 4 41 Z 6 631 5 58 4 49 4 44 4 40 3 37 3 35 3 34 3 34 3 34 3 34 z 6 66 5 50 4 43 3 38 3 34 3 32 3 30 2 29 2 28 2 28 2 28 72 3 38 - 29 2 26 2 24 2 22 2 21 2 20 1 1 20 2 20 t9 761 3 32 2 --32 2 24 2 22 2 20 1 18 1 17 1 17 1 16 1 16 Z 7 78 3 30 2 25 2 22 2 20 1 18 1 17 1 16 1 15 1 15 ' ' J 8 84 2 24 2 20 1 17 1 16 - - - - J 9 90 1 19 1 16 - - - - - - ' ' - - - - - - 96 1 16 108 - - - - - - - - - - - - - - - - - - - - 111 - - - - - - - - - - - - - - - - - - - - 144 - - - - - - - - - - - - - - - - - - - - 1x2.75x.375 O OPENING W WIDTH I IN INCHES 3/4 Anchors 5 50 6 60 7 70 8 80 9 90 1 100 1 110 1 120 1 130 1 160 42 1 170,170 1 170 170 1 170,170 1 170'170 1 170'170 1 170 170 1 170 170 1 17Q 170 1 170 170 1 1701170 481701170170117016111701541170150117014911701491170149117014911701491170 50.625 1 1701170 1 1611170 1 1481170 1 140!170 1 1361170 1 134!170 1 134!170 1 1341170 1 1341170 1 134!170 w 1 54 1 166;170.147;170 1261'153 4 4118 1 141 1 118 141 1 118 141 1 118 141 5 _ 6 60 1 1451152 1 1271131 1 1161116 1 1011107 1 1001100 8 86 196 9 93193 9 92192 9 92 192 9 92 192 63 1 131 131 1 112,112199 1 1 99 9 90 90 8 84 84 8 80 80 7 77 1 77 7 76 76 7 76 76 7 76 76 z 6 66 1 1131113 9 97 197 8 85 185 7 77177 7 72172 6 68 168 6 65 165 6 64 164 6 63 163 6 63 J 63 _ 72 8 86186 7 73,73 6 65 65 5 58168 5 54154 5 50 50 4 48 48146146 4 45145 4 44 z76 7 73 73 6 62 j 62 5 54 54 4 49 49 4 45 45 4 42 142 4 40 40 3 38 38 3 37 37 3 36 31 Revsd By: Vertical Mull 7 Mull Length �—Opening--� Width Horizontal Mull . T— Opening Width Mull Length Multiple Mulled Units Mull Length Opening Width Revisions. APPROVED AS COMPLYING VNTH THE SOUTH FLORIDA BUILDING CODE D BY PR ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. _!O . Nom Brawn BY: PJ.P. Dote4 /2$/00 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. .DascrlPt;an. FI:7;: - 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, �� INDUSTRIES PRESSURE CHARTS Ar-11 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. Tit1e. sf y B/ I" HEAVY WALL MULLION 3. REFERENCE TEST REPORT FTL -2902 2903 AND 2975 P.O. BOX 1529 1070 TECHNOLOGY ORNE C //7 •� SerteslWodeh Scale: I Sheet: Drawing No. Rsv 3�7`Z NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS N l T S 5 of 6 6621 37xvrrvAe' IN rTl O N N (p C) QD Z Om Z Z < 4 O� b � O O rri n Z Z Z �1 O Z QD 'I C rT � Rl cz r'1 -1 r r O nl C rri 0 20 y O W O NO can M 'b r� x N� A -57 r. v o Fri c C � '�J m S O m D v 0 4 0 b MULL LENGTH IN INCHES S � i t" n W 0 O t!t tt &P K) -4-V- cDc*cDIaN A•a cm .F° co Ca O) W O ON N N al m to J N J J .V ..a J .V V V Q0V 000 CA j a J i J J J J .a J .s CD V (D P N D V V V V OA V V V V CO N C V NOOQJ V iOODN"-, vJ Nt .a N Ch Cn V C7 406 W J J A J CO..3a 1 tWJ J 1t .V0J .i J -0J - .I j 0d d .J 0V Ja O 00 It - 4 OD V 000000 lo � ..� J J CO W V -4 O''N CA) --j tiDNOcn A►A J ...i ..i .1 J J J J J O to W V V N O N A• CA V V V V V V V NcoOCltOCQOOOaO - W l_ OD CL? O "tO tW_ 3A'� J w JJV V 0 to J V aOo J.V 00V 0s '_ J V 00^0 J a 0V V OD A. Co CO wW Cflc 40 J V 0 '0 .J0 � mot 0 co -4 V OD N bA N • V V V V CO CO OD 0 w V V W N (n C:) W C 'V V V rn Z mcpN00a m 00 '-4 -4 W W W CJ CA V co w w J J ONY V N W 000 J J a 0s .a " N O Lo cn co N W al V OD JOD y J .& J V V -4 (D W W p ON Cat V O C O 7 ® /nNV VW A 4- 4- -4-J Co ,,pp t�3yll pppp ,.a ..i J J "o Co m 0-A•TcOC}O W wO- iNCl�- .1~�1V y _ CAO)V'V QOON ,.pp J rc.n CO co, m C11 0 0 Co 0 0 0 N N fi► cm CA V CiD CXt "" A 00 CD N CN iD N N W Lp N - -N -P P 0Q) 1 co N t.J7D O CJ t1�1 l J CCi N O �J V , d '"3 O V" 1 Cmi-4 V V M V O. O .P CP co ' 00 CA V iV O V V-V O -0 4a ' w � V CA V 0k:41 0MN)OWD fl G0 -� MULL LENGTH IN INCHES (9 1 > ^1 Cl 0 { to tp QD �I �±i �•ilm o C) �t N -P O ..��ss (� J .3 ...a J ..� ..i ' CNO � P -R V -A N CA) 0) t V t33 00 tJl W J J J O NOw{�► 1'OVJ�!R 4. -cn-J V-.�.t P• ODOl N0000 N N N P d 1-1h. 01 V V V Co s Q -4 W O V OD O A O V t4 P m A V V N d w W V V ti O O N V QO � NNf -P UI0)00Dtflt�0N,CA) -1 w OD -W CA -P C) co 0 NNW- P►cOTtCAt3}O A CA d VO J W W O W OD tl-q 4h. N CD to O .a CA rO; V OD cC> CO m O CO CA W O N .CU � cco ,,pp, d `1OOW datA V V A•mW V J OD O CD C}� C1t W w co -� O i1 dV 0 w J N W -4 z V ODQ�NO _ _ NC710o0(0 w P. CA tJt m to CO O N P• C}1 4 G? �(CJDMNO- M-40t� V W Wul OD 0 J_a.NWw-P20y WC4 W V 0 CJI V .A O V tp N W �1 W O CU W V O J J J Q co W-A cmnmMcoON�w -,IO z C71 V -P• O V OD N W CJl C37 W C1f J V O OD CWJI CJ Q CCA Cb co O N CO V _ _ _ _ d W V O —% JNNW A.4- cDCOON�►C31-.tOtl3 t)1WCDCAC7tCOON W3 P -CVO NNW -P -P `.Id W ON W V -BCD W W-4CO G300DCepC4VO J J J J J NNW A4f►CXSCDpN A►CA V0 - -'mwwV c> C9 p. -^'VO o NNw A.-F►Cf7�IO]cD 0DQ((�� , 4 V OC3lNNCA WOOOOD A►0o�a N N W Au ,A Cn V O CTt N Am CA CC) �* V O - �► N W V& -b• V CID OD W ti t7 01 W O OD OOD W O 4 — �NW.A.hOI^VtO..a�.JJJO `dWOOCifC1)to -'o A CVO c - � _ T (y) z- z O L0 N '� `n N N � , s I Q 1 mom c P (y) '� N � , ti 76.000 1 AMAX. 53.125 MAX. 5 3/4" -�.� -- _i_ 13.000 --j ELEVA TION > m c�R TYP. NEAR & SILL LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5116" (350) LAMINATED GLASS (118" annealed /.090 S/m/118" annealed) B. 5116" (.350) LAMINATED GLASS (118" heat strengthened /. 090 film 1118" heat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. MAX. 5 6 "3FROM�EACH CORNER (JAM BS � & SILL) MAX. SPACING AT HEAD & SILL- 13.000 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1889 .000 1 1/8" ON CENTER 6" �1 DESIGN PRESSURE RATING (P.S.F.) �16 LAMINATED W ANNEALED GLASS 5/16 LAMINATED W/ HEAT STRENGTHENED GLASS WATER INFILTRATION REQUIRED WATER INFll.VMnON NOT REQUIRED WATER 1NFILTRA77ON REQUIRED WATER INFILTRATION NOT REQUIRED —50.0 +50.0 —50.0 +50.0 —80.0 +66.7 —80.0 +80.0 a Robert L. Clark, P.E. PE #39712 Structural CT RE NEW11 1 0/- 067.5'.0, Roved Sr. Date: Revislons: +� F. K. 10/11/0' TB, TABLE, EXTR. WE evs te: Revisions: a. B. 8718198 Drown By: Date: IDUSTRtES D.B. 2 9 98 IlI Description: ELEVATION & PARTS LIST Title: ' °NOKOMS, FL 342 5"� ALUMINUM SINGLE HUNG WINDOW P.O. BOX 1529 Ser/es /Model: Scale: Sheet: Drawing No. Rev. NOKOMIS, FL 34274 SH -701 INTS I 1 of 4 1 4040 E f 2.784 R01CW- 94 VDMA IOPENING Im w Ill�l�. INACTIVE .655 --' EXTERIOR RO JGH OPE VING 2.784 REFERENCE TEST REPORT., FTL -1889 ROUGH OPENING PHT NG 34.500 i DAYLIGHT 1 OPENING 1.123 I VERTICAL SECTION 2.330 2 INTERIOR 53.125 49.625 DAYLIGHT OPENING EXT R1OR Lt. al !lQV INTE IOR 14 V 48.250 DAYLIGHT OPENING HORIZONTAL SECTION U.O. I v/ l<+" Drawn ay: Dote: D.B. 29! Description; SECTIONS r i t 2 2.710 ROUGH OPENING . 13 ► •� f Series/Model.. Scale: SH -701 NTS 4040 s .osz .737 705 � OALUM. 6063 -T5 .655 1.062 1.403 i- --H 1.187 �— -T 2.029 ALUM. 6063 —T5 —1 1.165 -T .062 1.348 .413 —� �-- 0 ALUM. 6063 —T5 .os2 2.330 �-- 2.784 -� . OALUM. 6063 -T5 �-- 2.274 —� � .o6�T 1. 1.1 B7 �— 9 ALUM. 6063 —T5 1.057 678 050 REFERENCE TEST REPORT. • FTL —1889 ALUM. 6063 —T5 o- 1.523 —� 1.023 .062 2.710 -- 1.123 �-- ZALUM. 6063 —T5 2.325 1.969 .062 -- 1.350 �— UO ALUM. 6063 —T5 1.451 .490 .062 ALUM. 6063 —T5 Robert L. Clark, P.E. PE #39712 Structural 118" ANNEALED OR HEAT STRENTHENED --� GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB t 1/2" NOM. GLASS BITE ED OR ►THENED GLASS 5Z1 6" LAMINATED GLAZING DETAILS CT A ©_o 2-12 evad ay Ile: Rsvlalana:�� F. It 10/11 D f TB, TABLE, EXTR. �+ e D. 8%18/98 s� t*t a Drown 8y: bate: INDUSTRIES D.B. 2 9 98 Dascrtpttan: EXTRUSIONS & GLAZING OPTIONS Title: 1070 TECHNOLOGY DRIVE NOKOMIS, 3427 ALUMINUM SINGLE HUNG WINDOW P.O. BOX 1529 Series /Model: Scale: Sheet: Drawing No. Rm, NOKOMIS, FL 34274 SH -701 NTS 3 of 4 4040 E. 1 x WOOD e , ° 1.250 BUCK \ • 4 1/4" TAPCON .250-1 MAX. 114" TAPCON .250 Max. 1.500 2 x WOOD BUCK. 112 PANHEAD p v - .250 MAX. 112 PANHEAD 250 1.500 2 x WOOD BUCK I 1.250 o ' .4e. 4 d• d' 1/4 TAPCON •d . t e v, A .4 a .250 1 x WOOD MAX. BUCK i'YP• JAMB REFERENCE TEST REPORT. FTL -1889 I Robert L. Clark, PE. PE #39712 ._, # 12 PANHEAD .250 MAX. 1 1.250 2 x WOOD I BUCK d• A V • < d. PICT Rywl Revsd ey Ode., Rev(atons It A In F.K. 10/11/0 TB, TABLE, EXTR. e D. 18/98 Revisions: Bii1Lt! >K Drown By Dafe: INDUSTRIES D.B. .219198 Description: ANCHORAGE Ptie: 1070 TECHNOLOGY DRIVE NQKOMtS, FL 34275 ALUMINUM SINGLE HUNG WINDOW P.O. BOX 1529 Series/Model. Scale: Sheet: Drawing No. Rev: E NOKOMIS, FL 34274 SH -701 NTS 4 of 4 4040 TYP• su .250-1 MAX. 114" TAPCON .250 Max. 1.500 2 x WOOD BUCK. 112 PANHEAD p v - .250 MAX. 112 PANHEAD 250 1.500 2 x WOOD BUCK I 1.250 o ' .4e. 4 d• d' 1/4 TAPCON •d . t e v, A .4 a .250 1 x WOOD MAX. BUCK i'YP• JAMB REFERENCE TEST REPORT. FTL -1889 I Robert L. Clark, PE. PE #39712 ._, # 12 PANHEAD .250 MAX. 1 1.250 2 x WOOD I BUCK d• A V • < d. PICT Rywl Revsd ey Ode., Rev(atons It A In F.K. 10/11/0 TB, TABLE, EXTR. e D. 18/98 Revisions: Bii1Lt! >K Drown By Dafe: INDUSTRIES D.B. .219198 Description: ANCHORAGE Ptie: 1070 TECHNOLOGY DRIVE NQKOMtS, FL 34275 ALUMINUM SINGLE HUNG WINDOW P.O. BOX 1529 Series/Model. Scale: Sheet: Drawing No. Rev: E NOKOMIS, FL 34274 SH -701 NTS 4 of 4 4040 4" (SEE NOTE 4) 4" (SEE NOTE 4) 11 " MAX. ON CENTER 4 •, 5" MAX. 4 63" MAX. 6250 / / / / X \ e 0 1 .I I I I IS I I 36.125 -74" MAX. 5" MAX. ( I r-- 5" MAX. \ I f I. I SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS -1(9 - -_T 11 " AMAX. ON CENTER 5" MAY Robert L. Clark, P.E. PE #39712 1' LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5116" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W/BUTACITE INTERLAYER. A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 118" HEAT STRENGTHENED GLASS B. 1/8" ANNEALED GLASS, .090 INTERLAYER, 1/8" ANNEALED GLASS 2.) CONFIGURATIONS: XX 3.) DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300- 4.) ANCHORS: MAX. 5" FROM EACH CORNER 110 SCREWS - 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL 3116" TAPCONS - 1 ANCHOR, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11 " MAX. SPACING AT JAMBS: l In 5.) SHUTTER REQUIREMENT. NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT. FTL -2246 COMPA TIA ANALYSIS FOR: 5/16" LAMINATED (118HS,.090,118HS) FTL -224 ALL SIZES UP TO 74.000 WIDE x 63.000 HIGH: I NEG -75.0 1 POSI 75.0 COMP TI VE ANALILSIS FOR; 5/16" LAMINATED 1/8&.090,1/8A FTL -224 WINDOW WIDTH WINDOW HEIGHT 34.000 38.375 50.625 56.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS 48.000 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 53.125 -75.0 75.0 -75.0 75.0 -75.0 75.0 -69.0 69.0 -63.7 63.7 64.000 -75.0 75.0 -75.0 75.0 1 -57.2 57.2 -52.5 52.5 -45.3 45.3 66.000 -75.0 75.0 -75.0 75.0 -55.2 55.2 -50.0 50.0 1 -42.9 42.9 72.000 -75.0 75.0 -67.8 67,8 1 -49.9 49.9 -44.4 44.4 -38.6 38.6 74.000 -75.0 75.0 1 -65.4 65.4 -48.6 48.6 -43.3 43.3 1 -37.6 37.6 F 1&7m- mz MY INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Box 1529 NOKOMIS. FL 34274 F. K. MODIFY TABLE I F K. ' 11116101 1 ADD SHT & TABLES I D.B. 1211 Description: ELEVATION "XX " CONFI G. Tltle: ALUMINUM CASEMENT Series /Model: Scale: Sheet: r_ Inn I nlT`:� 1 or PRODUCT REVISED go C ndfts e* the FIB, AmPt nce No 7 . Exorattoa Date owr,.~ za.,n / .I IMPACT WINDOW Drawing No. Rai 33Q 1 F. 0 5" MAX. TYP. I i 72" MAX. �� I --j 11 " MAX. ON CENTER 32" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5116" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W/BUTACITE INTERLAYER. A. 118" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 118" HEAT STRENGTHENED GLASS B. 1/8" ANNEALED GLASS, .090 INTERLAYER, 118" ANNEALED GLASS 2.) CONFIGURATIONS. X 3.) DESIGN PRESSURE RATING. SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 -98. 4.) ANCHORS. MAX. 5" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11" MAX. SPACING AT JAMBS: 11 " 5.) SHUTTER REQUIREMENT. NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 COMP RATIM ANALY IS F R: 5/16" LAMINATED 1/8HS,.090,1/8HS ALL SIZES UP TO 32.000 WIDE x 72.000 HIGH: NEG -75.0 POSI 75.0 UUMrAr% 1% 1 IMF, CMML. T 10 r.. ...,r,,..,..... WINDOW HEIGHT WINDO 40.000 50.625 83.000 68.000 70.000 72.000 WIDTH NEG POS NEG I POS NEG POS NEG I POS NEG POS NEG I POS 24.000 1 -75.0 75.0 -75.0 1 75.0 -75.0 75.0 -75.0 1 75.0 -75.0 75.0 -75.0 75.0 26.500 -75.0 75.0 -75.0 1 75.0 -65.9 65.9 -83.5 63.5 -62.6 62.6 -61.7 61.7 28.000 -75.0 75.0 -69.7 1 69.7 -58.6 58.6 -56.3 56.3 -55.3 55.3 -54.2 54.2 32.000 -75.0 75.0 -57.9 1 57.9 1 -46.4 46.4 -43.4 43.4 -42.2 1 42.2 -41.1 1 41.1 Robert L. Clark, P.E. PE #39712 Frm-*43' INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F. K. 8 02 MODIFY TABLE Roved y: ate: Revisions: F.K. 1 1 /6/01 ADD SHT & TABLES D.B. 12/13/9 Description: ELEVATION 'Y' CONFI G. Title: ALUMINUM CASEMENT Series /Model: Scale: Sheet: r- inn I NT.S 1 2 al S PRODUCT REYl.SED as Complying with thr Fiorlda Balding Cede Aoaptowe No 0 ?- d'3 Z7. 01( Ss WWw Date v t0 produemmova Oh�bion IMPACT WINDOW Drawing No. Re 0 4 6 9 i REFERENCE TEST REPORT. FTL -2246 TEM1 PGT # DESCRIPTION QTY. f LOCATION VENDOR VENDOR GAS- -44451 9 16Q 150K IMSTRIP, .190 x .150 QLON 16 3 of vent bottom & side rails SCHLEGEL CORP. Q 150x 190 10 j6FRMBK IMAIN FRAME BULB WEATHERSTRIP 14 4 in main frame I PROTOTYPE PLASTICS I FP -176 BL t t 1 Anr111A I CA C4/ L-niN! 1 '2 f'31 I fl h fr :--k 17 fe^m mrsAo t /1)UV1 —Ti7 1-1 rJt_T I AOf)r)A NO QTY'S IN BRACKETS ARE FOR X CONFIGURATION TYPICAL SASH QORNER � J1 16 1` Robert L. Clark, P.E. PE #39712 n.___ .. . F. K. 318102 NO CHG THIS SHT. F"yevs : Dote: Revisions: F k. 1116101 CORR. SHT. NO. Drown By Dote: INDUSTRIES D.B. 2113198 Description: PARTS LIST vFA =] PRODUCT REVISED as complying whb the Pladds Bum" Code Aceeptsace No02•Q'S11.0`f ExplMd" Datt a ua 20 MLmi Wde Product C DM" Title: 1070 NOKOMS, FL34275i ALUMINUM CASEMENT IMPACT WINDOW P.O. BOX 1529 Series /Model: Scale: Sheet: Drawing No. Rev NOKOMIS. FL 34274 C— 7nn A/ T S 3 of .5 • San HEI i .250 –J MAX. SHIM SPACE SECTION A -A REFERENCE TEST REPORT. FTL -2246 WALL WNESS .050 0 30 718" MAX. GLASS ---� '8" HEAT STRENGTHENED GLASS SECTION B--B 112 n GLASS BITE GLASS .090 INTERLAYER (SEE NOTE) 118" ANNEALED GLASS -1 /8 n HEAT STRENGTHENED GLASS iE 1/2" GLASS BITE .090 INTERLAYER (SEE NOTE —1/8- ANNEALED GLASS NOTE: INTERLAYER IS .090 MONSANTO SAFLEX OR DUPONT W/BUTACITE PRODl1CT REVISED ss C=pybg with the FlorMS Bddiag Code GLAZING OPTIONS: 5Z16" .3502 LAMINATED GLASS Date 3� Robert L. Clark, P.E. PE #39712 Stnictural Revsd By Date: Revislons: F.K. 318102 NO CHG THIS SHT. p. P C Revsd te: Revisions: F.I . 11106101 GLAZING DET. Drown By Date: liml ®USTRIE. D.B. 211 3 98 Description: SECTIONS & GLAZING DETAILS Title: 1070 S °34� 5"'E K M. F ALUMINUM CASEMENT IMPACT WINDOW P.O. BOX 1529 Series /Model: Scale: Sheet: Growing No. Rev NOKOMIS. FL 34274 r– Inn hl T q Q f F Z -?n 4 #10 PA 0 .1 1 In u MAX. 2 x WOOD BUCK . a TYP. HEAD, SILL JAMB 3/16" TAPCON NO C SINK REQ. (NOTE 2) MAX. X 1 1/4" MIN. e' A. 4 ° 4. T%A 94 e, 4 4 1 x WOOD BUCK TYP. HEAD, SILL JAMB NOTE. 1. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. 2. USE MIAMI —DADE COUNTY APPROVED TAPCONS. Robert L. Clark, P.E. PE #39712 1.102 2.000 1.924 MAIN FRAME 6063 —T5 ALUM. i"o 4.028 .657 n L ___ T 1.260 O FRAME MEETING RAIL 6063 —T5 ALUM. F"T' INDUSTRIES 401 t .5175 .062 1.837 SASH FRAME, IMPACT 6063 —T5 ALUM. .050 626 F I 1.096 I�— GLAZING BEAD, 5116 6063 —T5 ALUM. F.K. 318102 NO CHG THIS SHT. tevs o e. Revisions: F. 1116101 RMV ALT. ANCH. )rown 6r. Date: D.B. 211 J 98 Description: ANCHORAGE & EXTRUSION PRODUCT REVISED as empwng witb the Fkutda BddiuX Code Cs� bn Dete� 03V•14 ®I Dade P do rqj DhiWon PROFILES Title: 1070 TECHNOLGY NOKOMIS, FL 342 5tVE ALUMINUM CASEMENT IMPACT WINDOW P.O. BOX 1529 Series /Model: Scale: I Sheet: Drawing No. Re NOKOMIS, FL 34274 i`— 7nn I Al TS 1i of r 1 330 PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ^ 34275 MIAMI -DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305)375-2527 M(305)375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of (305) 373 -2902 FAX (305) 3726339 SH -701 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami Dade County Building Code Compliance Office (BCCO) under the conditions specified herein- This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code, The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO,: 01- 0629.08 EXPIRES: 11/01/2006 Raul xoanguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COM IITTEE 0 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami Dade County, Florida under the conditions set forth above. APPROVED: 11 /01 12001 NUNS= I\pc200011templatesVodce acceptance cover pagedot 90*t 4-" Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster *,buildingcodeonline.com is Homepage: http: /Avww.buildingcodconUne.com Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 E' XPIERES . _ November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98-0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LEmTATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system 5. LABELING 5.1 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 ". 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 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. jr,k" I - Lkat Aa Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 2 Vinyl Tech/Progressive GIass Technology ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentakion initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be, cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 1 ��M 1 ,L► rncl- Ishaq I. dhanda, P.E., Product Control Examiner Product Control Division M {A 1d/ {{?ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 MiAMi DARE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MI"11, 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 submit has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (DORA) 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 AW (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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. DORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code - .DESCRIPTION: Series "C -780" Ontswing Aluminum Casement Window — Impact Resistant APPROVAL DOCUMENT: Drawing No 339, tided - Aluminum Casement Window", sheets I through 5, prepared, signed and sealed by Robert L. Clark, P.E., dated 3122102, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expirations date by the Miami-Dade County Product Control Division. MISSII.E IMPACT RATING: Large and Small Missile Impact 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 coda 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 NO& ADVERTISEMENT: The NOA number preceded by the words Mmin Dade County, Floral and followed by the expiration date may be displayed in advertising literature. ff 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 mamifachirer or its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL This NOA revises NOA # 01- 110&07 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Rant Rodriguez. NOA No OZ-0327.04 Expiration Date: January 28, 2007 Approval Date: May 23, 2002 a Page 1 I � Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone, (31v795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 14, 2009 Inspector: Rodriguez, Jorge Owner: PARROTT, J Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A+ ROOFING CONTRACTORS Building Department Comments Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat ctPhone Number Parcel Number 1132050200050 Phone: (756)306 -7415 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 105763. NO PERMIT POSTED 04/10/49 l i 4 JC)5 Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 13, 2009 Page 10 of 20 Lab Report No. 09- 040007 IV g S Lab CertificatCe: A08 Providin -0 514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRESS: 1291 NE 102 St., Miami Shores PERwm: RF2 -09169 OWNER: J. Tarrott ROOFING SQUARES: 16 CONTRACTOR: A+ Plus Roofing Contractors ROOFmTCH.• 5:12 TILE TYPE: Barrel INSPECTOR INITIALS: Hg/Hg ATTACHMENT.• Poly Foam TESTDATE. 04 -01 -09 -r— +inn Cnninmon +• nini +nI ('ha+illnn nm_q qnn TACt Tahulatinn RPnuirerl Testinn Force- 35 Ihs No. RESULT No. RESULT No. I RESULT No. RESULT No. RESULT 1 -5 Passed 6 -10 Passed 11 -15 Passed 16 -20 Passed THIS ROOK HAS: YASSI llU VAILhO I I l t+, 6 1AHU urLIV 1 ur AIA:vKUA1NL n wain MIFUvii -LEwn %-VUIN i r lti,5 ivo. Re ici ved by: Alberto Cardona, P.E. -Lic #17138 595 W. 1 e Street Tel: (305) 256 -4550 Hialeah, FL 33010 www.floridatec.net Fax (866) 333 -6988 f£ wa �i;wn'il 4. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ----------- - - - - -- - - - - - - -- -------- --------------------- Scheduled Inspection Date: April 03, 2009 Inspector: Rodriguez, Jorge Owner: PARROTT, J Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile/Flat Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (756)306 -7415 Building Department Comments Inspector Comments Passed ❑ �� /� o i Failed I Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 02, 2009 Page 2 of 14 Scheduled Inspection Date: April 03, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PARROTT, J Work Classification: Tile/Flat Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (766)306-7416 Building Department Comments Inspection 'Worksheet Inspector Comments Miami Shores Village El 10050 N.E. 2nd Avenue Miami Shores, FL Failed Phone: (305)795 -2204 Fax: (306)756-8972 Scheduled Inspection Date: April 03, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PARROTT, J Work Classification: Tile/Flat Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (766)306-7416 Building Department Comments April 02, 2009 Page 3 of 14 Inspector Comments Passed El Failed Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 02, 2009 Page 3 of 14 BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING EJ Owner of Building Architect Contractor 5 or Builder Legal Lot Description — MIAMI SHORES VILLAGE. FLORIDA Address of " Building it N° 6'760 DATE 2 195 0 ,. Contractors i License No. _ Work to be performed under this Permit 411 Suhdi- Bl. vision Value of Amount of Project $ Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statnts or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY: INSPECTOR 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 of specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my ,agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY s Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..f_� ° ` ✓ _ __ _ -may — .1 Owners Name and Address - -' R - - i� - ----- - - - - -- _ No.__ B__. G1 !.. Street__- 4-1.1. Registered Architect and/or Engineer... --- •------------------ - - - - -- -- - - - - -- ------- - - - - -- • -- ---- •_-- - - - - -- -• - Name and address of licensed contractor..... _. ��_ f? 1_t �stl..________ � % _ � �'% Location and legal description of lot to be built on: Lot------- -- _-- -- - --- -- -_- --- - -•-- Block -- ---- -- _- -- -- -- -• -- -- - Subdivision ...................................... - ------- -- ---- ------ . ....... -- ........................ - -• Street and Number where work is to be done ----- ---------- _-- ------ _. ________...... -- - - -_ -. State work to be done and purpose of building (by floors L ?_ V. ®and for no other purpose. New Building ---- — ------ ---------------- Remodeling ------- __ _---- -- --- --_ Addition --•- -- -- -- -- --- ---- - -_ --- Repairs ............... _......... No. oes - -• --- .......................... To be constructed of ------_-------------------- Kind of foundation--• ---- ------- --------- •---------- - ---------- ----------- • - - - -__ Roof Covering.------- ---------- _ _ ..................... _--- Estimated Total cost of improvements $ ---- --- 1_ -_ .__0 ----- - -._ —Amount of Permit $_-._-------_-- --- ..------__.•----- ------- - --- -_-- Zone cubage requirecL__ - -- - - - — - - -_ - -- _ .flan Cubage-- ---------------- --- ---- - -------- - ----------- __ ------- --- ....................... --- Distance to next nearest building ------- — ---- --- -------------- --- - - ----- -Size of Building Lot -- ----- - --------- ._-:--._ ---------- - ------- .- ....... --------------------- Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to-- - - - - -- - —_---- ---- - ---- - ---- - ------ — --------- — ------ - ------- — ----- --- --------- - ----------------------- - ---------- — --- ------------ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup lenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employeTby him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub �ontradors on work to be performed under this permit, as are licensed by Miami Shores Village. y (Signed) ------- _---- - - - -._ .- _ -- _ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ---------- __------ - - - - -- ._._._____.._ _�. to me well known, and who, be by me first duly sworn, upon oath deposes and says that he is the- ---- --------------------------------------------------- ----- - ------- ....... -............... of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit Disappr ( Signed Chainm: Membej Member . _. Read, Sworn to and Subscribed before me. --- - ------- - ------------ - ------------ - ----- °--- - - - - -- - - - -- -- --- ---- --- -- -- - - - - -- Notary Public, State of Florida My Commission Expires --- _ ------ _----------------- -. --------------------- ---- - - -. - -- -.DATE Member Member Member Council Approved__ — ------- __ - -- -- -- - - Date Disapproved - - - - - -- ---- ----- -- -- -• -- ........................ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is herchy made for the approval of the detailed statement or %ne plans and specifications herewith submitted for the build inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Sliores Pillage, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Villap shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. , Data.. - H...._.. a ._ ..................... ..19 .._... Owner's Name and Address ....s�a.... P~'Q�' ...i.:...�:.• .....� 02. » No.»..... Street._......»».»......»»...........__- RegisteredArchitect and/or Engineer .... . ............. _.._ ................. _ ... _...................................... .....•...•••.•••..•••••.•+•••• Name and address of licensed controctor.......... Cr,aLlt-214(, E1 1110 ... E - - 411L-•. 4)Ur%3...I'L;ia . Fla Location and legal description of lot to be built on. 3 Lot............ Block ..................... .... ...... _ Subdivision.» .. »......».... ......�.........._.. » .._ .. _......... Street and Number where work is to be done. -...2�91— ."`q. :..- a....2D-21 cL..,U3 :P —P.t, ........ ».......... State work to be done and purpose of building (by floors). RE-M9Y9LY:QO-f .... . :- ..=P....StAA=--r, Ea--: -- '.;3gE a,..... _. ....... ..a .LY.. -X1-e ;.. f i -ve... � ... e - • ........ .. .... .... ......... ....».._ _.............. _.................... �.... ..,_._ _ ............................... _ ............................ . .. .. ..... ... ....... ...._..__._..._... ..._........... .......and for no other purpose. New Buil ding ............................. Remodeling ......................... Addition .......................... Repair s:......................... No. of Stories ...... ....... ....... _ Tobe constructed of ......................... Kind of foundation ..... .... .... ..................... ............. _ ........... _. Roof Covering........... .......................... Estimated Total cost of improvements S•.•1p�5,�.. ..... . ....... ...- ........ Amount of Permit 5�... z. i�( � ........ ...... »..��Q_..��Y'.....��i.... Zonecubage required ...... .................................... ._........._._....... -------- Plan Cubage ........... . _...._ ». .... ........... »... _...._._................ ....................... Distance -to next nearest building ........................................ _...._. ..Size of Building Lot ...... —.-_.. ..- ........_._.._....__........ ............... Maximumlive load to be borne by each floor ............ .........._........................... ............................. -» .._ ................ _ ....... ................... ...0..... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to.; ..............................................<................................................................................................ ............................... .......... -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Cenral Laws of Florida. Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the wort: to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subron ctor . wok rformec under this permit, as are licensed by Miami Shores Village. ?, Of �I'! mor,P.�il f— Remarks..._ ................................. . ._._ .............._ (Signed) . ._ ._.. STATE OF FLORIDA, PRES. CQUNTY OF DADE. ss. Before me, the undersigned authority, a notat'y public, duly authorized to administer oaths and take acknowledgments, personally ap- peared. ....__ ...... _ .................. ................... _-.. ............... ....-.--_..- .................... ............ ..... _....... .._ _..... _....� _ .......... .............. .... ..__....._...... . _.-._ .... ........... - ....... ... me well known. and who, being by me first duly sworn, upon oath .deposes and says that he is the ......................... ..... ......._........:........,..... of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same, and that aU facts therein by him stated are true.. ,�r �° '? �U„ ... Read, Sworn to and Subscribed before me. Permit No.- .. ....... Date.... _.. Disapproved4.,.... Date..... .__.._ ...............»......... .............. ........ .. ... ......... .. (Signed) ............ %t& .... .. ......................... . . ............ . . .......... . .. Notary Public, State of Florida Building Inspector My Commission Expires....»._.......... PLANNING BOARD ..... .._ ............. .............. _ .:._....--- DATE Chairman .... . . ........ ... »._ ....__ Member ......... ...........: ».... ». ».............. _.......».., ...._..._ Member... ..........:.........._... » ........ :....... .... ». ,.» .... Member _.... _............ ------ ..._.. .._.. »........._........._......._ Member..... ............. ....._......_... . ». ........ ... ......._..._ Member .... ...... .............. _...»... ...........__.........._..._... CouncilApproved ...... ..._ ................................... _.._.... ....... ............Date Disapproved .. ....... ... .. .... » ........ ......................... .... ... ............ Date NOTE: A ch.irge of $1.00 will be made for making corrections or changes to this application after approval has been obtained frrnn the I'lannirr- Board. A re- inspection fee of $1.04 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 9 MI 'IIAL+L WILSON 305- 893 -1557 -- 870 NE 1 _........ . N M� FL 331611 - 3624 Pay to the �Ci�C/Z s� sa3ys3� or ro d ewwcHW32. SouffiTrust M wm Aaftntage Banking AS-nkW WSvViRqdW 6eM. For x:063 1094301 49 030 912u 36 24 A" 0 0 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION I PROCESS No. Contractor's Name: �l"y ��/ /�c`y�% Job Address:,-_- ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering LEI Repair ❑ Maintenance IF N Flat Roof Area (ft) ---- Coped Roof Area Total (ft2) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. Deck type: ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ATTACHMENT Ft. Fastener Type: SPACING Field: Perimeter: DETAIL 1 & 2 123.01 -79 9/96 ROOF PLAN ------------------------------------------ ------------------------------- ' I ' ----------------------------------- - - - - -- ( I r- ------------ - - - - -- I I I I I I I i 1---------- - - - - -^ I I I I r I' I - - � - -- i I I � -- I I I I I I '- - ' I I I I I I; TAB I I I I I I I I I I i I I I I Corner: , I , I I I ----- �- ------ � I I I 1 ' ,', -- - -- -- i - �- - - - - -- - -- - - - - -- - -- - -- - - -- - - - - - -- - - - - -- i Page -1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 5/10/2002 Applicant: J Owner: PARROTT JOB ADDRESS: 1291 NE 102 Contractor MIKE WILSON Local Phone: 305 -893 -1557 Building Permit Permit Number: BP2002 -910 PARROTT J ST Contractor's Address: 870 NE 122 ND Page 1 of 1 Parcel # 1132050200050 Legal Description: 5 -6 53 42 .35 AC MIAMI SHORES SEC 8 REV PB 31-41 E125FT TR 186 D LOT SIZE Fees: Description * Amount FEE2002 -2687 Building Permit Application Fee $60.00 Total Fees: $65.60 FEE2002 -2688 CCF $0.60 Total Receipts: $0.00 FEE2002 -2696 Notary Fee $5.00 Total Fees: $65.60 Permit Status: Approved Permit Expiration: 11/6/2002 Construction Value: $770.00 Work: 2 ROOF REPAIRS 1) FORNT IN FLASHING 2) IN BACK FLAT SECTION FLASHING If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: 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 I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: a PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date Job Address �� / VC/ Tax Folio Legal Description ` / //� D Historically Designated: Yes No Owner /Lessee/Tenet V � / / t/ 61 ��'�% �� G 0 -74-7�' Master Permit # Owner's Address lci' Phone / /� U Lo Contracting Co. `/ ! lK f� L/C/ lli Address Qualifier G��'' (�/�� '( // ! c�� li' / SS# � � / Phone State 41— (o C C/ ;rr/ Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFI ) C.ec'/ , / OJ -7/- / Square Ft. Estimated Cost 4 "4 c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS 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. Furthermore, I authorize the above named contra�jQr to do the work stated. UP FA, w .. .. ,. -- ��• �' :sly* I • r MICHAEL WILSON My Comm Exp, 5/1/04 No. CC 930003 I 1 Personally rowan 1; 00M I.D. Notary as to Owner and/or Condo Presi -- e' 76 t My Commission Ex Tres lD / j.�� FEES: PERMIT RADON _ APPROVED: Zoning Y-i' _ -'11-1 q I tl Date >196 as to Co tractor or &Wner Builder l5ak My Commission spires C.C.F No" "'Ry BOND TOTAL DUE Building t - Electrical Mechanical Plumbing Structural Engineer MIAMI SH13RES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or me plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during piogress of the work. Date- 0 -ner's tame and Address.. ...a i.. . «. :.. .. ::Y..... ....... »..._ »........ No../!— , RegisteredArchitect and /or Engineer............ .........................._._...»..........»......................... sa....... n,......,..„..:......-+ n..: an.... :............................ ». Nameand address of licensed contractor.... » .........__ ..».._.».� .............»... »..» ...........». _..._»..»..._,»»....«...»». ...»........ ».... »......_...... ,.. Location and legal description of lot to be built on: Lot............. ............................... Block .» .................. . ......... _ Subdivision...... »......» ».»...... »....._....».... _........ . ».... ».»», Streetand Number whero work is to be done... »......_.,..._.... »._,» »�...».._..._....._....._ »...._ »..»... ».. ». »..._ ».—.. State work to be done and purpose of building (by fl s) .. ................. »...... .............. ....... »...._, .__�....... _...�..»,...___ ._. (�T ...... �. ..... .. . .........» .................... . . ».. ». » ».». »......»._»»....._.. ».....and for no other purpose, New Bui :ding ......................... Remodeling.................. .. Addition............. ....... Repairs... ..., ............ No. of Stories...... .�....._ To -be constructed of ......................... Kind of foundation ...... ..... ». ................................... ..... Roof Covering ... » .................. ........... ... _.._. . Estimated Total cost of improvements $.....� ...... » .... ».» » ....... ...Amount of Permit S . _. �. ...»...». ..... _. ..... »_ » ................ ....... Zonecubage required ...... .................. ........ ..........._. »....... »». » _ ».... Plan Cubage ........... ........ ..........»»_»- ......... » ... -»» - »._.»... ....................... . Distance-to next nearest building ................................... _. »... ------ —Size of Building Lot ........»..... »».,.... ........ ............... Maximumlive load to be borne by each floor ........................ ....... ................................ » ........ ......... __ .... ..:.» ..... _ ....... » .................... ................ 4...... I hereby submit all the plans and specifications for said building. All notices with reference to the building and, its construction may besent to.; ......... ..................................... : ............................................. ................................................................................ .. ............ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied with the iixovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the wort: to be performed under this permit; and will post or cause to be posted for inspection on the si of th work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntracton oa to performed under this permit, as are licensed by Miami Shores Village. Remarks .... ...... . .._.. ». , .. .»......._ »_.»..».» (Signed)---.� ».. r_.,..._. STATE OF FLORIDA, . COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persortally ap• peared_.......... ».._........».» ....... ............................ »._ »........ ................... _ .......... » ....... » »......» ._._. r... ».. _.... _ » ..... ».... »_.. �...,...._ ».» . »» . ,....... . .............. ....- . ».- ...._..._... ». »._. » ». ». ............ me well known, and who, being by me first duly 'sworn, upon oath .deposes and says that he is the .......................... ....... .. ... » » «........:.... »..._......» of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Per No., »: -. -. »» ...._.. Date.....® »� ». Read, Sworn to and Subscribed before ate. f Disapproved»..... ___.._........ _..�.. »..»...... .............. .. .... ...... ». .. ate.. Notary Public, State of Florida ( Signed) ................ .... ........................... , .., »_.......... ».. Building Inspector My Commission Expires...-- PLANNING BOARD—_ ........... .................._»:._........ »DATE Chairman ........ ........ . .......... _......_ ».... ».._... » ».»....:.._......... ».. Member ..... ».» ........ . _ .... _..... ..» --- -- ------- .»......, »..._ .Merr bee..................... .. »......._.. »»..... ..... »_ »_ »........» ....». Member ........ »..._.»..»»..».».._... _... »..»».» ».,......... _ .... ».. Member ................... Member .... _. » ......... .... _.... , ... » »......_» »»...... . ».» CouncilApproved ... , ._ ................... ......... , .. ».. » . »............ Date Disapproved .............. ..».».................................. .................Date NUTE;: A charge of $1.00 will be made for making corrections or changes to this application after approval has born obtained,fram the Planning hoard. A re- inspection fee of $1.00 will be charged when such re- Inspection -is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT IF fermi; -No Date.._.. ... _ .... __... Applicstion is hereby made for the approval of thadetall6il-statementi.of the phM arld specifications lierewith submitted for the building or other str<tctuite herein ' desc gibed. This application is made in compliance pad couformity with the Building Ordinance of Miami Shan Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances Of Ati mt Shores Village and all rules and regulations of the Building, Division of Miami Shores Village shall be complied with. whether herein " eorein ` or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address____.` 10 No Street_ Registered Architect and /oar Mb gs lloying flusnl'a Haute._ �__ �n NO__ Location and Legal Desrrlption Lot . Bbolt.._.__..... Subdivldoa. -.._ Street and Number where work is to be performed —No Z J- S � 14-6:1 1" � Street State work to be performed and purpose of building (By )Floors) � e` �i �' '--- New Building_ . _ _____-.________ Remodeling _. _._ Addition _ _ ._ Repairs_._--._....._ -__.____ No. of Storius ............... .... Size Septic Tank Type of Tank . _ Feet of Drain Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. _Size of Soakage Pit._ -_ ... Amount of Permit i, "" 1 �7+l+� j _ . �.� :- ....... ......... Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similatr compliance from all contractors or mb- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only slob sub- contractom on work to be performed under this permit, as are licensed by Miami Shorn Village. :Q� (Signed) - °" .._ Matter Plumber. STATE OF FLORIDA, 1 COUNTY OF DADE. j Before me, the undersigned authority. a notary publici duly authorized in admi MIAMI SHORES VILLAGE Paint Color Approval and Agreement DATE: ' a Z OWNER'S AME: PHO or) -7 -57-e2 ADDRESS: /29/ Al� AZ- ADDRESS OF SITE: 1291 e—C CONTRACTOR & LICENSE (if app ' able) COMPANY NAME: All Elements on the site must be listed and indicate the color to Walls 60k Fascia W Soffit &4 Roof A Flower Bins W/401 be painted. Shutters All JV— Awnings Chimney W L- Doors and door jams w Garage Doors eo k o Railings &k Fences i`' Decorative Metal L� All brick (simulated or regulaaF�) Stucco Banding W G' Any other stucco features Accessory Buildings Other 0 0 r 0 Cn r c� H H x Z a x rZ W En 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. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached samples. Signature of Owner Date Signature & Contract4 Date APPROVED: zv & tZ 3 -6L)a - Building Offi&al Date Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER -BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ■ • 0 s (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review REVIEWED AND PREPARED BY: $ $ (sq.ft. = x/1000 x ¢.60) 5, (D SECTION BY D E Zoning$ Enclosure Ica Electrical Plumbing Repair Mechanical Alteration Interior Roofing Plumbing Fence Relocation of Structure Fire Shell Only Public Works Add'1 Attachment Structural _ ` Building Official.' Other 0 4. (¢.005 /sq.ft.) (¢.01 /sq.ft.) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ DATE: Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Master Permit No. Subsidiary Permit No. PERMIT APPLICATION steps INSTRUCTIONS - The following obtain Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: �rX� /1 i t� i { I �Wl l� 3 Address Apt. City State Zip Folio Number_ Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building New Construction Electrical Enclosure Mechanical Alteration Exterior Plumbing Repair LPGX Alteration Interior Roofing Demolish Fence Relocation of Structure Other Shell Only ARCHITECT Name License No. Address Telephone Fax Description of Work Zoning Linear Feet Square Feet Units Value of Work 2�� 9� Bldg Value Tax Assessed/Appraised Value Flood PERMIT CHANGE (✓ Ch g. Contractor Renewal Revision Extension PROPERTY OWNER Name - Address s�2 r Ae� , /viz M s Home Telephone -3 S Business Telephone Fax Base Floor Elev. Floors TYPE OF MANAGEMENT (./) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name f License No. Address 14-7p ✓lue / vl 3.3 Telephon 1 �l �iY_ J�1,!%' Fax _ ele.; .ed 9a Qualifier Name �w Page 2 PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 15' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE /1 %_.u_ f a::n Y-- c3 Signature of Owner �gJlb LA_ C '3't-- �tlt.lrt' Print Name p Swom to and subscribed before me this I day of 200 Z_ • Signature of Notary Public - State of =o, _P 'Pc ` MICHAEL IWASKEWYCZ SEAL: My COMMISSION # CC 12100- R_ EXPIRES: April 10, 2002 Bonded Thru Notary Public Unde• Personally known !/ OR, Produced Identification STATE OF FLORIDA, QQU )4TY OF MIAMI -DADE Signature of Cofi//tractor/ /Qualifier /Yf i , c- Print Name — ) Sworn to and subscribed before me this -S 0 day of Sig)! i; t of Notaly`Public - `Mate of Flo?ida SEAL: Personally known L_ OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE QTY. TYPE Minimum Fee Dryer QTY. TYPE Outlet, Appliance QTY. TYPE QTY. Service Repair A/C Central 1 -3 Ton Fan Outlet, Wall Vent Hood, Cost Service, Temporary A/C Wall/Win. Tons A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs Ductwork, Cost of A/C Central 8 -15 Ton Fixture - Fluorescent Oven Barbecue Space Heater (kw) Process/Pressure Piping A/C Central 16-20 Ton Fixture Light Parking Lot Lights Fireplaces, Number of Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Utility - Sewer Demolition Low -volt, Intercom/Teleph. Repair Circuits Pump, Sump Dishwasher Low -volt, Television Service, Number of Amps Indirect Wastes MECHANICAL TYPE Minimum Fee QTY. T I'PE Condensate Drain QTY. TYPE' QTY. Generator TYPE QTN'. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost Drinking Fountain A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Pool Piping Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Sprinkler System PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE QTY. Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: DATE: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date c 5 � Job Address ) Tax Folio Legal Description Historically Designated: Yes. No Owner/Lessee / Tenant r c! r 1t l f S E' (i Y / 5 _ Master Permit # Owner's Address S a Wl 'c' Phone 05— Contracting Co':;' Address Qualifier State # Architect/Engineer _ Bonding Company _ Mortgagor Permit Type (circle WORK DESCRIPT Square Ft. Municipal # SS# _ Competency # Address [;f r,� � Address Phone Ins. Co. ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Estimated Cost (value) V )e u, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR U*IPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMTT RADON APPROVED: Zoning Contractor or er-Builder A , T3v ?/1 /S 7t1,C=0 4 0 3 Date Notary as to ConkVcMf&."0*0ef7 $iul eY . My Commission �xpires: C.C.F. iU NOTARY BOND TOTAL DUE Building / �" "`� r' ` ` f'f, Electrical Mechanical Plumbing Structural Engineer =,26-10 Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE r/ Date i Job Add ressz -A q 1 A" 'lam- � /o .L � // �Tax Folio ��.�� ®®✓6 Legal Description �� %/� /-Wb A51-f- leG Owner / Lessee / Tenant C �C� �l Master Permit # �- ��oJ`% Owner's Address Q C,% V • /— . �� S% Phone`' Contracting Co. 0W /Vf: Address -S 41L't cL. Qualifier SS# - - Phone State # Municipal #. Architect /Enginee Bonding Company, Competency # Ins.Co. Address Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION V�� C40 A&LIS Square Ft Estimated Cost(value) / S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the abov ame contractor to do the work stated. ture of owner and /or Condo President Date: d 2, Notary as to er and /or Condo Pre ent My Commission Expires: NOTA 9 TA EOFFLORYD° MY CO�i MISSION EXPIRES: D,�C. 29, ec. 5. Signature of Contractor or Owner- Builder Date: Notary as to Contractor or Owner- Builder My Commission Expires: FEES: PERMIT -51-,75 ! RADON C. C. F. /,�� NOTARY TOTAL DUE 3K50 APPROVED: Fire Other Zoning Buildi Electrical Mechanical Plumbing Engineering (iar.` ans ossb .d•a g 1 ' I v V .b)lw7J SibDMS s v_ 1,)v b n,a '1S r.Z6 3 N C `. /r • n : � lar J., rE,e.Jf/ rM r/ v is or C-63N 0 • I z «z c- r E i hoc -A "I r F '1 v� <. Z z 0 99 1 � �a{.dr �r _ ��` n co to r ri d �d ^� 6• .. 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U.1 -, Miami Shores Village 'U {��f Building D epartment ,w , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY : _ V ------ - - - - -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. � ��i� PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roof ng Owner's Name (Fee Simple Titleholder) z�/W W PA-2— Owner's Address /TZ/ /l/ /C✓, City �% State Master Permit N Zip Tenant/Lessee Name Phone # # ;2-315_65 -3423 Job Address (where the work is being done) /-2'7/ A/:6- 71- City Miami Shores VillaEe County Miami -Dade Zip 3313 g' FOLIO / PARCEL # %/ °- _70 Q 5 - 02-0 0,5_6 Is Building Historically Designated YES NO Contractor's Company Name At ASV 'I J CC? Phone # a> >64t 701 S Contractor's Address gon U) (l 0 �� Cit- L4io � State Zip Qualifier Name 1pf( t o+ Phone #_ G J q 701F State Certificate or Registration No. CC l' >2g02 Certificate of Competency No. Architect/Engineer's Name (if applicable) �/ ) °. Value of Work For this Permit $ 1� �� ) Type of Work: ❑Addition Describe Work: Square / Linear Footage Of Work: / 76o `� ❑Alteration ❑New XRepair/Replace ❑ Demolition U�V• ' ��x: x�*** �x�: x��x�x: x: x�x�x�x�x��x� :x:x�x��x�� * *��:��:* Fees* ��: ��x: ��: ��x�: x��x�** ��x�x��x��x *:x�: *:�:x�:x�x��:��x�� 4tibti ittii -F � (_ � Permit Fee $ �2 'yr CCF $ �`� CO /CC Notary $ Training/Education Fee $ eOh J Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Do�Fee q� Structural Review. $ otal Fee Now Due $ '53-23 1J See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 1\ absence of such posted notice, the inspection will ng t* approved and inspection fee will be charged. Owneriir-Agent �—�ontractor The for going instrument was acknowledged before me this The foregoing instrument was acknov.l dged before meAis day of Cam ' , 20 cam, by c-- A-64-Ce -?L. day of , 20 91, by wh s personal ' known to me or who has produced who i personally down to me or who 4produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: • '�/'V1r+ r � f s Sign: Si ::�� e o a a' A la S gui M I of y Print: sin o� Pri t' ofd Expir s '?OF Ex a 22/13/2011 ' My Com i' . I i es: APPLICATION APPROVED BY: , t�xtJ� �� Plans Examiner Engineer Zoning (Revised 07/10/07) "231. Scheduled Inspection Date: April 14, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Up Lift Report Owner: PARROTT, J Work Classification: Tile/Flat Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050200050 Project: <NONE> Contractor: A+ ROOFING CONTRACTORS Phone: (766)306-7416 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-105762. NO PERMIT PORSTE J 04/03/09 Failed 41 t Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 13, 2009 Page 9 of 20 Inspection Worksheet Miami Shores Village - — ---- 10050 N.E. 2nd Avenue Miami Shores, FL ... Phone: (305)796-2204 Fax: (305)766-8972 "231. Scheduled Inspection Date: April 14, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Up Lift Report Owner: PARROTT, J Work Classification: Tile/Flat Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050200050 Project: <NONE> Contractor: A+ ROOFING CONTRACTORS Phone: (766)306-7416 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-105762. NO PERMIT PORSTE J 04/03/09 Failed 41 t Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 13, 2009 Page 9 of 20 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 Scheduled Inspection Date: February 13, 2009 Permit Type: Roof Inspector: Annese, Salvatore Inspection Type: Renailing Affidavit Owner: PARROTT, J Work Classification: Tile/Flat Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (756)306-7415 Building Department Comments FEB ENTO February 12, 2009 Page 5 of 11 Inspector Comments Passed Failed Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 12, 2009 Page 5 of 11 { E� eee prmnri� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 18, 2009 Inspector: Annese, Salvatore Owner: PARROTT, J Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Roof Inspection Type: Hot Mop Work Classification: Tile/Flat Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (756)306 -7415 February 17, 2009 Page 14 of 20 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 17, 2009 Page 14 of 20 � r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: March 24, 2009 Inspector: Rodriguez, Jorge Owner: PARROTT, J Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Tile/Flat Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (756)306 -7415 Building Department Comments M" March 23, 2009 Page 6 of 43 Inspector Comments Passed Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 23, 2009 Page 6 of 43 WOW Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 1291 102 Street 1132050200050 $0.00 Miami Shores, FL 33138- Block: Lot: c/o GEORGE PARROTT Owner Information Address Phone Cell c/o GEORGE PARROTT 9950 136 Street Permit Fee - New Roof $275.00 MIAMI FL 33176- $9.00 Contractor(s) Phone Cell Phone Valuation: $ 14,000.00 A+ ROOFING CONTRACTORS 756 306 -7415 ( ) (305)218 -8992 ($50.00) Technology Fee _., Total Sq Feet: 1760 Type of Work: Re Roof Work without Permit Fee Available Inspections: Additional Info: TILE & FLAT $583.95 Inspection Type: Classification: Residential Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount CCF $8.40 CCF $0.00 Education Surcharge $2.80 Education Surcharge $0.00 Miscellaneous Fee $13.75 Permit Fee - New Roof $0.00 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Scanning Fee $0.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $0.00 Work without Permit Fee $0.00 Work without Permit Fee $275.00 Total: $583.95 Invoice # Total Amt Paid Amt Due RF -2 -09 -33894 $ 0.00 $ 0.00 $ 0.00 RF -2 -09 -33895 $ 50.00 $ 50.00 $ 0.00 RF -2 -09 -33896 $ 533.95 $ 533.95 $ 0.00 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 I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. February 09, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 09, 2009 1 s 4 � I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 13, 2009 Inspector: Annese, Salvatore Owner: PARROTT, J Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile(Flat Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (756)306 -7415 Building Department Comments TIN CAP SPACEING False February 12, 2009 Page 6 of 11 Inspector Comments Passed J Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 12, 2009 Page 6 of 11 �� 5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL as isn _: .,.�.� . Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 14, 2009 Inspector: Rodriguez, Jorge Owner: PARROTT, J Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1132050200050 Contractor: A+ ROOFING CONTRACTORS Phone: (756)306 -7415 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 105763. NO PERMIT POSTED q I d" y I►� 04/10/09 Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 13, 2009 Page 10 of 20 <X ca J o. t: wfim- �+o. teJ ■�eoa 4C r. ar a� m=�u" a to tr- � p�ey� r~ ra ...1 r« p- op, �µ 01 c:bIx10 1aJ 4: C: r:a :- ra.. t`�d rc: ia.i C..;. Cod la. tat aT 4C ,e --2 � >• of Lt! U rm mot! :r .L V This Instrurvent Prepared By: Name P$ AddrejNo.T141t_bq Permi STATE ,/ NOTICE OF COMMENCEMENT , COUNTY OF .@.JGYr'.' OF Tax Folio No # === THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of prope y, and street address if available) ST, �o'/�A/ S,tr✓'� C� 3138 2. General description of improvement: fe` ®lv /�G�1 /dCdG7ryle3 3. Owner informatidn a. Name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. / r f^e��- i�0� =*� y a. Name and address: � b. Phone number: 5. Surety a. Name and address: b. Amount of bond c. Phone number: 6. Lender a. Name and address: .4er- b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1 )(a)7., Florida Statutes: a. Name and address: b. Phone number: mac, 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF. THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,,," SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO OUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CON WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF irCEMENT. The foregoing instru ettkpvas acknowledged before me this (name of person) as authority, ...e.g. officer, trustee, attorney In fact) for behalf of whom Instrument was executed). o v1n urn or uwner or uw is thorized Officer/Director Signatory's Tltle //OOff'i/ca� �n �� . ��year) by (type of s _(name of party on story Public 12113/2011 Verification Pursuant to Section 92 626 Piorido Statutes Under penalties of perjury, I declare that I have read the foregoing �prrdll)at the facts stated In It are true to the best of my knowledge and belief. �.�..4.� Sign &�ur�4of�N t rat Person Signing A e x;a w .S W `11&& fe 964 L/elEiM&wi 10050 NE 2nd Ave * Miami Shores, F133138 Phone 305. 795.2204; Fax 305. 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SE=CTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3 —.a-�P`Q2 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: K e�2� Property Address: �a_TJ /0'2— 57X,:�� 5 5; a YUg' Roofing Permit Number: Dear Building Official: I A certify that I am not required to retrofit the roof to wall connections of my building ause: C The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. Q The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South, Florida Building Code (1994 SFBC) gnature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this / day of �Lgz�a y Jego oW a q^ Nota , PSb�llc f e of Flodde e Notary Public, Sate of Florida at Large : C 2 P to * When the just valuation of the structure for purpose of ad valorem taxat' a building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Digital Orthophotography - 2007 0 112 ft This map was created on 1/29/2009 11:19:21 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Folio No.: 11- 3205 - 020 -0050 Pro e : 1291 NE 102 ST Mailing J P PARROTT Address: SINGLE FAMILY Beds /Baths: 1291 NE 102 ST MIAMI Floors: SHORES FLA Living Units: 33138 -2617 Prooertv Information: Primary Zone: 1400 SINGLE FAMILY 2007 RESIDENCE CLUC: 0001 RESIDENTIAL - Buildin Value: SINGLE FAMILY Beds /Baths: 3/3 Floors: 2 Living Units: 11 Adj Sq Footage: 1,960 Lot Size: 15,313 SQ FT Year Built: 1926 $0/$752,260 5 -6 53 42.35 AC MIAMI Legal SHORES SEC 8 REV PB Description: 31-41 El25FT TR 186 D LOT SIZE IRREGULAR Sale Information: Sale 0 /R: Sale Date: 0/0 Sale Amount: 0 Assessment Information: ear: 2008 2007 Land Value: $365,500 520,000 Buildin Value: $232,260 $232,260 Market Value: $597,760 752,260 ssessed Value: $597,760 $752,260 Taxable Value Information: Year: 2008 2007 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $0/$597,760 $0/$752,260 Coun $0/$597,760 $0/$752,260 i $0/$597,760 $0/$752,260 School Board: 1$0/$597,7601$0/$792,260 http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 1/29/2009 SECTION 84402.13 •••• HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS ?;tqT FtCAq'�ON_ • • • • .• •• RG • FOR ROOFING CONSIDERATIONS F' :'•'• •••••• 6666 � .....� R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contr " ravi with the required roofing permit, and to explain to the owner the content of the section ro " +� n r 6666. ��ons n .. :..� 84402 govern the minimum requirements and standards of the Indus for roofing s s g Y *'o 6666.. Additionally,, the following items should be addressed as part of the agreement•betweerte' Q} _ tVtor. The owner's initial in the designated space indicates that the item has been4e3c"tt 1 ''' f 6666: • .�.... 960006 �'�; 9 • „• ; . .. r • Aesthetics- Workmanship: the workmanship provisions of Section W40 are • for the purpose of providing that the roof system meets•the wind resistance and water rAstruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. enailing wood decks: When replacing'roofing, the existing wood roof deck Awio�renailed in accordance with the eurxent provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3• Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4• tXaposed Ceiling: Exposed; open beam ceilings are where the underside of the too o n_g be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building drain well and may cause water. to pond (accumulate) . ulate) in low -lying areas of the roof not Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. b• Overflow scuppers (wall outlets): It is required that rainwater flow the roof is not overloaded from a buildup of water. Perimeter /ridge wall or othe roof so that .extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. �C 7• Ventilation: Most roof structures should have some ability to vent natural -[ airfl throw h the inte ' f the structure assembly (the building itself). The existing E F n 9 T �� of attic vent' ion st all not be reduced. It may be beneficial to consider additional M is b tine tending the service life of o APPROVED ZONING weer /Agen s ig ture ate Con or Si re Date BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS d r, COMPLETE LETE THE ECE$SARA` SEpTtQNS F THE U-N-IFO• ROOFING' PERMIT APPLICATION FOAM AND ATTAG-4 THE . E UiOED MOMENTS A NOTED SE-LoW. o FW5-Xa ••.• HIG H- VELQCITY H(TW*EANE WNW 0 tNIO<ti'�°•1'LS'J'L� :T�4 F1•� - n+p.;3 e,�/�'y9� �y. �. j �yµ� :iiLTp' � 1 ,ice 1�G t%I l yj,!l+ p�ti T.�i- "�.lVr �%fOW .2A444A.i Pro ip s B • • '44> past C lsfer r. DesMplion 4-petl% i8 eE7J.L"f1nita [.c pt;e`l1ii fir '�:si+'terp co 1•ViTt - +!:�`y1.jV.Y; /Y i4F Y /' sue"./ SECTION R4402.14 • "' • • ..J.til }V �•tM,��t• •)' ^•i�(� HIGH- VEWCITY HURRICANE ZONES -- UNIFORM PERMIT APPLICAMN • • •� R%3'd`•YJ�.�BTesRd3 � �FTMf'%dT�i�S�Y� ,•... Norwo Building C04e'• dii% :20.4 40.00 • . • . ' ft ltelo�i' •fiunicz��.�btrs'4Jntfomt �t�If• pcatior�•Form. � ' .... 0 • ' WSTRUCTJON PAGE •.i••• COMPLETE LETE THE ECE$SARA` SEpTtQNS F THE U-N-IFO• ROOFING' PERMIT APPLICATION FOAM AND ATTAG-4 THE . E UiOED MOMENTS A NOTED SE-LoW. o FW5-Xa f`11� F'C.1'J, rL'A �: 4I1 'i� •T� r l' t .:F'csrrrt� tNIO<ti'�°•1'LS'J'L� :T�4 F1•� - n+p.;3 e,�/�'y9� �y. �. j �yµ� :iiLTp' � 1 ,ice 1�G t%I l yj,!l+ p�ti T.�i- "�.lVr �%fOW .2A444A.i Pro ip s B • • '44> past C lsfer r. DesMplion 4-petl% i8 eE7J.L"f1nita [.c pt;e`l1ii fir '�:si+'terp co 1•ViTt - +!:�`y1.jV.Y; /Y i4F Y /' sue"./ A ._i STS I�� ® • •� � Y • ; } �•.��%'Y•.P ..J.til }V �•tM,��t• •)' ^•i�(� #tl rt�r t.n ~'r�aittt tart I Iumt -1 0!•R`.orm.itA ` 11voDart 'k1°'1S9�C R%3'd`•YJ�.�BTesRd3 � �FTMf'%dT�i�S�Y� FLORIDA BUILDING CODE — RESIDENTIAL 44.19 �.• �3: �3} Tti. �Y `L•Y�{i�,G'�•+�ij�PXRSr�ftS��; past C lsfer r. DesMplion 4-petl% i8 eE7J.L"f1nita [.c Genora {.'U. tltaffion$ Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. #tl rt�r t.n ~'r�aittt tart I Iumt -1 0!•R`.orm.itA ` 11voDart 0.. Gmer 3e� .taifrn .fis #>3att ircrzfi .. .itl.... ,T1.• . tiid:oTsfaaa 1CaI>a�roulrt FLORIDA BUILDING CODE — RESIDENTIAL 44.19 •0• n1wii vetuulty hurricane cone unitorm Roofing Permit ApplicNen Form ��:•. •• • •• 0000•• 000.0 •000 Section A (General Information) 6 • •f•• 0000 Nester Permit No. Process No_ • 000 • •• Contractor's N @me:. Job Address: �� t�/ Jet'+►• yC6 •• • • • 0000 •• • 0 0 • R f C f• 0o a egofy .•.• ow Slope _ Mechanically Fastened Tile v_ MortBdAdhasive Set Tile phallic S61ngles _„Metal PaneAShingies Wood Shingles/Shakes Prescriptive SUR•RAS 150 —.Other:, Roof Type .._ New i % Re- Roofing .— Racovering Repair . —Maintenance Are there Gas.Vent Stacks located on the roof? :Yes If yes, what type? Natural .._,LPGX Roof System Information Low slope roof area (ft.11r',,,z Steep Slopad area (0. %) r Totat (ft. *) ! %r0A • • 0000•• • • 0000•• 60.00 • 000.00 0 • ••0000 • • 0000 H1GEt VEI.OGITY HURRIC4NE •• • 0 0 • • •� • •••• 0000 i i • florlt d St i r IL``n�1�€k l"k El It o • • • • • t� • •fie .: Ht�ieane�orxe=:tJnt�o7rrt P.�rrpii,� 'itGdttnrr•Porrti, • •' • • •0•••• :ZONES •' • 0000•• . i Flit i vIlmd1Fic •Ri6of Assorribly Componornts P., dfi* y' ►' 8 �rnia��Rtri`i�latii�c�art�r • { tf ;atroir�poiterlEi�`ruit.us�dc ��erdi%'as' "N'tk °j r F�etd:.,,,�" ocr,� Lap; •�k'f�n�rs, . �- i� ��. �� jrst�m•Manciids�,'trer° /G _.___ Gower: °oR;#'Rtrws� °flc reign: Wmd Ptes'sures; i+ttarct liiA`3 t e r Cl tc ttl�iicrr>s .� p �iit�li'Crl� �•�kS'$�51'�,.r:.��ri'�•C(Id2t°E �dax::I3 sig r Pressure; rc m:he *SpWri :RoA �d t?er�ete t� omt�i S "g, ; -- €3i�tiic: Ype• �O� 4✓. S�Pe� IlQ� • •t4nahorlE3ass °Shsetti�i'�lu..d{ €?ty,�s)� �rc#aorJBase�heEt €�sgea',er7B® »dtc7ct' i�s�l: lnsulatton Base Layer:_ ,JA . Sass: Jn$ uiatinrrSt�� ,•atvdTliie�Ca�ess:� �' ®44 gasett>:tsrri�tiorr• F.'a.�tert8�(8and€�r g t"'e�7�'i`t "�'��1� Fo r:tnsu�atitsri:l ayer;_ - - - -- A-'ZA— T oo. l► is lwJort :$VA;arid..:ffriftifne4id:— � 1 /j- �ola lrrsut�tiori •�a'�tencTi'Bortdingterial. .L> WM64" b** Es 'Idng, attar;. Tet�rr►trtat'ron, .Si oing; h%g, %6.6 -old uoitt otwt, cant trjp, B.4se Ftl�shinw, lx> rtttrr- iztastiirtg. up, Efo° iaa e: Moan gcbf V%iot; R.�Itapa t,tHelght, kteiOR Of %sq •191ssh`ing,. Oompoi7 ent tgitridi, Material Thickness, F-Roterrer Type, Vasiener. Sjsa irig:'or xtliskfti@ =•T�taitc P uteri.'. Ek tads that >�mttrpljti�itYit^R�S 4t1'i't,�hr't6. 004 400 0.11.0 • FLORIDA BUILDING CODE — RESIDENTIAL 44.21 HIGH - VELOCITY HURRICANE ZONES Ronda Building Dona I"diti>on m.4 - Hi b`VelSt Hurrkam Zone ii ,:IfIDrM,EIWUdICafi bti Faun • • • • • , - • •• Ralf 4ystetn• Inanutobturar: �/ Ca Product Approval Number: (9G., / j ®.5-. 0 Whimu n Desflgn WiLd: - r.o"ur", -E#.Appfj. ab-t �FrQm :Rt i fi or alcu3 i c s : Ma itnurf, Dosfgn pressurd �% Product Approval Specific System: Method of the atiach ment; Step i� •• 0000 0000 Of stem RME! • t -- n- IC/ undenzy went Rpcf Slope: _? : 42.. 2 -z V/� (tid a k/snlii tiorl Fastener Type & $-pacir;�; . y •tRdkaes'tve•Tvpe. r a A M6an Roof zo • • • • • 0000.. •0000. 0000.. W, 0000 0.0.00 0000 ...• Ronda Building Dona I"diti>on m.4 - Hi b`VelSt Hurrkam Zone ii ,:IfIDrM,EIWUdICafi bti Faun • • • • • , - • •• Ralf 4ystetn• Inanutobturar: �/ Ca Product Approval Number: (9G., / j ®.5-. 0 Whimu n Desflgn WiLd: - r.o"ur", -E#.Appfj. ab-t �FrQm :Rt i fi or alcu3 i c s : Ma itnurf, Dosfgn pressurd �% Product Approval Specific System: Method of the atiach ment; Step i� •• 0000 0000 Of stem RME! • t -- n- IC/ undenzy went Rpcf Slope: _? : 42.. 2 -z V/� (tid a k/snlii tiorl Fastener Type & $-pacir;�; . y •tRdkaes'tve•Tvpe. r a A M6an Roof zo • • • • • 0000.. •0000. 0000.. W, •...• 1100fHeight ttgotSCape HIGH-.VELOCITY HU;IqVgE ZON?9*::* 20, 3b b Is, !.2 36zft W IMI W.4 •4(P W M-8 W4 :2 4112 Fiedda •uilding Coda•EdWon 1004 0 • Uh Velodt Kurflcana-.Zone -#aMt!p ipgori Fenn. Secten E 0 0 • 0*0:.0 * .0:: 609909 0 21 Of thew OV M,-V&h Ifte rakeefV)M the Mr valet are mater. thsm or-equ t vaittew,lor ea&nrea a11th&r6df,-thtn thetiJa--zftebmej*m0thdd is--a-ceeptitble. M ethad 1 "Memcut Raid TM Gal oul'atiam Per PAS Wo Eta I m9r, Product Approval M, M; ZProduct Approval KS7 ��- .6 Wir-Y-5 L1 =-Nj2jXt Product Approval M,156( Calettlation Ver Tahk-Um" ' eq(tredMomeot of-R"istance (M,)'Vxow Thbji� Oelmy Product Approval K-5,17 Yf IW,'P:AiPQ' W—ntin- 1100fHeight ttgotSCape 9b' 20, 3b b Is, !.2 36zft W IMI W.4 •4(P W M-8 W4 :2 4112 M2 7 Product Approval Aestorigin ;.12 -284 315 373 474.0 ........ .2 g ,�d -Mfiiimt4AtWthnicnt [(osjgwtw F Product A22roval Agoti-4: ift-RAWibba IN— 7*12 :2C .Aver w '29 2 Sid. *Mug be used iii - BrowarslE;o=.ty For 70prat hgeed the -systems u5e'Ma*od3. Vetoes &4:r VAIttes -4.quajla, the .Fr values, for. e.X& Product Approval F —.x Cos x W" Product Approval F' +:F' -W: Product Approval F' .,Vftwero: '.1awida D48R "Wen 7 -AWro an114 7 Her 7 Product Approval Aestorigin 'Piroduct Approval o d, A roval - . 32 461m,l W6eft Wsftee ........ .2 g ,�d -Mfiiimt4AtWthnicnt [(osjgwtw F Product A22roval Agoti-4: ift-RAWibba IN— pr .Aver w Product Apgroval lit flimrtitaimts '114 Icrmffi Product ApIiroya I All -01CM 90M4:ayst be-subnttldd fp tbdButedir FLORIDA BUILDING CODE — RESIDENTIAL 44.23 • I�t BDILDING CODE COMPLIANCE OFFICE OX=) MODUCT CONML W1S1ON 1361 Alps Road • • • • • ' AY11e, Na 07470 ' .. *00 0 . SCOPE: This NOA is being issued under the applicable rubes crud rWladoas governing the we of cxutstructtw materials. no documenUtion submitted has been reviewed by the BCCO and scx by the Building Code and Produce Review Committee to be used m Miami Dade County and other areas where allowed by the Auk Having durisdirtion (AHJ). This product is approved as des&fUd herein, and has been designed to comply with the Florida Building Code and the Idigh Velocity Hurries ZvWVr4 o ids BxuYding Cods. <ZPZSCRWnON-- GAF Conveiflond BuIlt-Up Roof Systm i'or'Wo LABLLIlYG: Each unit shah bear a permanent label wi& the maw's name or logo, city, stye and following sm ument: *miami -Dario Cocmty Product Control Approved ", unless otherwise noted herein. ftPM iVAL of this NOA shall be considered aftwaienewal application has been flied and there has been no &=go in dw applicable building code negifiv* a#%g gm paformame of this praodmt TERKWATYON of ft NOA will Occur asst rho eVirxlion date or If them has been a revision or change in the materials, use, and/or manufacture of ffie product or prof. Misuse of this NOA as an endorosement of any Inoduca, for salts, adveising or any o&w purposes shall auwmaxicaily urminato this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADV=Tmamn Tito NOA numbw preceded by *e words Miami Dade COUmy, Florida, and followed by rho expiration date may be displayed in adva tisbtg litoratm. If any portion of the NOA is displayed, then it shall be done in its =*Y. INSPECTION: A +copy of this entire NOA shall be provided to the user by the manufactumr or its distnWors and "be available for inspection at dwjob site at tin request of the Building Official. Ibis NOA renews and revises NOA No. 03- 0501.05 and consisb of 1 tbrVO 19. Ie submitted dommmutedon was reviewed by Jorge L. Acobo. NOA No.: 07- 1219.09 Expiraton Date: 11!04/13 Approval Date: ORAM 7_- Per I of 19 • . • _•j.. .. may. DAbt v s •�DA METRO- DA10P, WMt $�T3�DIATG - . s ... • - 140 VIM FLAG1AiK =T, kM 1W • • � • • MUNI�MRWA 331 -JW3 . (3M375-29 ...... Q1• . JPAX i304375 Z9ft �. ...... 1361 Alps Road • • • • • ' AY11e, Na 07470 ' .. *00 0 . SCOPE: This NOA is being issued under the applicable rubes crud rWladoas governing the we of cxutstructtw materials. no documenUtion submitted has been reviewed by the BCCO and scx by the Building Code and Produce Review Committee to be used m Miami Dade County and other areas where allowed by the Auk Having durisdirtion (AHJ). This product is approved as des&fUd herein, and has been designed to comply with the Florida Building Code and the Idigh Velocity Hurries ZvWVr4 o ids BxuYding Cods. <ZPZSCRWnON-- GAF Conveiflond BuIlt-Up Roof Systm i'or'Wo LABLLIlYG: Each unit shah bear a permanent label wi& the maw's name or logo, city, stye and following sm ument: *miami -Dario Cocmty Product Control Approved ", unless otherwise noted herein. ftPM iVAL of this NOA shall be considered aftwaienewal application has been flied and there has been no &=go in dw applicable building code negifiv* a#%g gm paformame of this praodmt TERKWATYON of ft NOA will Occur asst rho eVirxlion date or If them has been a revision or change in the materials, use, and/or manufacture of ffie product or prof. Misuse of this NOA as an endorosement of any Inoduca, for salts, adveising or any o&w purposes shall auwmaxicaily urminato this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADV=Tmamn Tito NOA numbw preceded by *e words Miami Dade COUmy, Florida, and followed by rho expiration date may be displayed in adva tisbtg litoratm. If any portion of the NOA is displayed, then it shall be done in its =*Y. INSPECTION: A +copy of this entire NOA shall be provided to the user by the manufactumr or its distnWors and "be available for inspection at dwjob site at tin request of the Building Official. Ibis NOA renews and revises NOA No. 03- 0501.05 and consisb of 1 tbrVO 19. Ie submitted dommmutedon was reviewed by Jorge L. Acobo. NOA No.: 07- 1219.09 Expiraton Date: 11!04/13 Approval Date: ORAM 7_- Per I of 19 Tat .Product an o ou Desc Leak Buster' MOWN 3, 5, 55 gallons ASIM D 41 Asphalt cue primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing.. Primer GAF Mineral Shiektrm 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process comet or emulsion. GAF Mineral ShWdTm Granules shall be used for Leak BustserTu MatrixTu 5 gallons ASTM 1227 SS� coatinapplications or smooth mufaced roofs. 305 Fibers i Asphalt Emulsion Leak BustterrTm MatrixTu 1, 5 gallons 0000 Fibered aluminum coating. 303 Premium Fibered • � 0066 6000.• • Aluminum Roof Coating � • ROOFING SYSTICM APPROVAL 6000.. • •• 6600.. • . 000000 .....: COMM. Roofing 0000 0000 0 • ..6.. Select Asphalt Emulsion 0 000 . 000 Sob- Category: BUR . . • • • • • • • Dock Wood 1, 5 gallons ASTM D -4586 0000.. WDtY Roof 0 0. .. stabilizer and fibers. Permits adhosion to ' 1aalmum M1 Pressure -75 psf .. 0 • . • . 00 RUBER0100 Modified 0 . • .00. •0.00. TRADE NAMES PRODucTs • • 00: * ' • 6.6' OF MANCJFACTUIM OR LAgnm BY k ANA: • TANA 1 6009 Tat .Product an o ou Desc Leak Buster' MOWN 3, 5, 55 gallons ASIM D 41 Asphalt cue primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing.. Primer GAF Mineral Shiektrm 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process comet or emulsion. GAF Mineral ShWdTm Granules shall be used for Leak BustserTu MatrixTu 5 gallons ASTM 1227 SS� coatinapplications or smooth mufaced roofs. 305 Fibers i Asphalt Emulsion Leak BustterrTm MatrixTu 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBnsteflm MakhTu 55 gallons Blastomeric roof coating. 322 Blastomeric Rif touting LeakBusterTw Matrixw 55 gallons Asphalt emulsion fibered. Select Asphalt Emulsion Fibered 306 Leak BudwTu MatmcTm 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral WDtY Roof . ASTM D -3409 stabilizer and fibers. Permits adhosion to cement wet and dry surfaces. RUBER0100 Modified 5 plions ASTM D 4586 Fiber reinforced, polymer, modified Flashing Bitumen Flashing cement comet LeakBusterTU MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLASu #75 39.37") ASTM D 4601 impregnated and glass mat base sheeL NOA No : 07- 121909 ExpiratIOn D"a 1101113 Approval Daft 03120/08 Page 2 of 19 . ....... .... • Description: •. • • . Deck Descri n • • • • P � J32 or greater plywood or wood plank decks • ••w••• System Type L: Base sheet mechanically fastened. • • • • • All General and System Limitations shall apply. • • : • • Elm Barrier: FireOutTM Fire Barrier Coating, VersaShieleNon Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAe #80 ULTiMATM Base Sheet, STRATAVENTO EliminatorTM Mailable, RUBEROID" Modified Base' Sheet, RUBEROWS 20, RUBEROB)P Heat We1dTM Smooth or RUBEROID® Heat WeldTM 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 o.c- at the lap staggered and in two rows 12" o.c. in the field. (Mxrbnum Design pressure -45 ps , See General Unitation #7) GAFGLASO Ply 4, GAFGLAe•Flex PIyTM 6, GAFGLAe #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 -T=TM 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. (M"Wum Design Pressure -d imitation # GAFGLASO Flex PIyTM 6, GAFO,'LASe 075 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 94 gered and in two rows 9" o.c. in the field. (Maximum Design Pressure 51 s ps , See GeneralZimita&x #7) &FGLAS # #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved I Ye 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 0) 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 -Teem steel plate or Drill -TWTk 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 the sheet. (Maximum Design pressure -60 psf, See General Lhmyation #7) Any of above Base sheets attached t4 deck approved annular ring shank nails and:3" inverted Drill -TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (Maxim =Design Praware - b0psj, See General Zim wjon #7) NOA No.: 07- 121 -3.09 ane Expiration Date: 11104113 . . ` Approval Date: 03120/08 Page 17 of 19 w • •w•••• •0000• ••••w •• 00••00 0000 0• • • 0000•• • •• 0000•• ' 0000 0000 Deck Type 1: Wood, Nan - insulated • • • • • • • • . ....... .... • Description: •. • • . Deck Descri n • • • • P � J32 or greater plywood or wood plank decks • ••w••• System Type L: Base sheet mechanically fastened. • • • • • All General and System Limitations shall apply. • • : • • Elm Barrier: FireOutTM Fire Barrier Coating, VersaShieleNon Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAe #80 ULTiMATM Base Sheet, STRATAVENTO EliminatorTM Mailable, RUBEROID" Modified Base' Sheet, RUBEROWS 20, RUBEROB)P Heat We1dTM Smooth or RUBEROID® Heat WeldTM 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 o.c- at the lap staggered and in two rows 12" o.c. in the field. (Mxrbnum Design pressure -45 ps , See General Unitation #7) GAFGLASO Ply 4, GAFGLAe•Flex PIyTM 6, GAFGLAe #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 -T=TM 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. (M"Wum Design Pressure -d imitation # GAFGLASO Flex PIyTM 6, GAFO,'LASe 075 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 94 gered and in two rows 9" o.c. in the field. (Maximum Design Pressure 51 s ps , See GeneralZimita&x #7) &FGLAS # #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved I Ye 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 0) 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 -Teem steel plate or Drill -TWTk 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 the sheet. (Maximum Design pressure -60 psf, See General Lhmyation #7) Any of above Base sheets attached t4 deck approved annular ring shank nails and:3" inverted Drill -TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (Maxim =Design Praware - b0psj, See General Zim wjon #7) NOA No.: 07- 121 -3.09 ane Expiration Date: 11104113 . . ` Approval Date: 03120/08 Page 17 of 19 w • •w•••• •0000• ••••w •• 00••00 0000 0• • . 0000•• GAFGLAS" 975 Base Sheet or any of above Base sheets &**.hied to dock Drill -Tec,TM #12 standard, #14 or # 15 Screws and 3" Drill;Tgq;; steel platpol DripTecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is jfi the 2" side lap.' The other rows are equally spaced approximately 9" o.c. in•the -fkgld of the Ahe et. (Mxdmuttt ,Design Pressure —75 psf, ,See General Ling h&x 0) . • • • • • Ply Sheet: One or more plies of GAFGLAe PLY 4, #80 ULTIMA, =- A- AOED*2WP • Smooth or RUBEROID6 20 adhered in a full mopping of approved aspiaait • • applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLA.SP Mineral Surfaced Cap Sheet or GAFO kAAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 24-40 lbsJsq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROe 20 is top membrane) Install one of the following; i. Gravel or slag applied at 4001bsJsq. and 300 tbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leafs BusterTM MatrixTm 103 Cold Process Adhesive applied at a rate of 3 ?AJsq. 2. GAFGUe Mineral Surfaced Cap Sheet, GAFGLASo, 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 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 galJsq. 4. Leal(Bustefm MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. S. Leak BusterTM Matrijrm 602 MB Xtra, Elastomeric Roofing Membrane, EnergyCotea roof coating applied at 1 to 1.5 VUJsq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshielde SB Solvent based Elastomeric Roofing Membrane applied.at lto- 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with Maximum Design manufacturer's specifications and applicable Building Codes. Preserver See Fastening Above NOA No.: 07- 1219.09 u c UNTIFIN Expiration Date: 11/09113 Approval Date: 03120/08 Page is of 19 • 0000•• •o••oo .000.0 .0.00. V , •••• •••••• WOOD DECK SYSTEM LIMTAnONS: • • • • • • :09000 • •••• • • 1 AA sslli'p is required with Ply 4 and Flex PIyTm 6 when used as a mechanically) ••• fled basevranchor" :0 .:... ..... 2. Mmimum Ye Dens Deck= or W Type X gypsum board is acceptable to be ' . directly over the' • • � � • wood deck. 600960 . GENERAL LMMATIONSs ' • • • • : • • • •: 1. Fire classification is not part of this scceptance, refer to a current Approved Roofing Materials 15irectory for fire ratings of this produa . 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 apPiied within the EVT range and at a rate of 20-40 lbsJsq., or Mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical aftdm uL When applied in approved asphalt, panel size "be 4' x 4' maxmm m 4. An overlay andlor recovery board insulation panel is required on an applications over closed ce11 foam insulations when the bow 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 IbsJsq. Note: Spot atts&sd systems shall is limited to a maximum design pressure of 45 psL 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 145. If the fastener value, as field- tested, are below 2751b£ insulation attachment shall not be amble. 6. Fastener spacing for mechanical, attachment of anchor/base sheet or membrane attachment is based on a minimum f tstener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than did required, as determined by the Building Official, a revised Astener spacing, Pared, signed and sealed by a Florida Registered Engineer, Archhed, or Registered Roof Consulter may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Surds TAS 105 and calculations m compliance with Roofing Application Standard RAS 117. 7. Pedmeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both won and base sit 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 Consultw (When � limitation is sp��y re mvd within this NOA, General Limitation #9 wM not be apphuble.) 8. All attachment and sizing of perimeter milers, metal profile, andtor flashing termination designs shall owform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitatiou listed shall be applicable to, all roof pressure zones (i.e. field, perimeteas, and Comm). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le, pe rmuftai extended comers and corners). (When this limitation is SPOCHWally referred within this NOA, Genend LWfl mien #7 will not be appiicable,) 10.. All products lusted herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. NOA No.: 07- 121909 gaplsradon Date 11/04/13 Approval Date" 03f2OM Pap 19 of 19 2pp6 ROOFING MATERIALS AND SYSTEMS DIRECTORY -: * • - • *00008 • ; �- . •• .. 178 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGM— Continued acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for bocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" and `BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate fnsula- tion in any of the following Classifications. Trumbull "Perms Mop" maybe utilized with any of the following "Asphalt Felt Systems with Hot Roofing sphalt". GAPGLAS #80 Premium Base Sheet may be used in any of the following GAFGLAS Flex Plyy 6" is a suitable alternate to "GAFGLAS PI 6 ". "GAITEMP Pesmalite Recover Board" ma be used in lieu o7any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, an of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surFacfl 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 "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood-fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped. Surfa;Iug Gravel. 2. Deck C -15/32 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, any thickness. 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'. 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 /bwlanurate composite, phenolic, 2 in max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet 4. Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm 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: l 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 "GAF GLAS Ply 6" Cap Sheet One layer Type G3 -GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck NC Incliner. 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 Cap Sheet". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fbe4 isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe. nolic,l.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers Type Gl, G2 or G3. Membranes One or more layers 1b berofd Torch" (Smooth or Granule), Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or 'Ruberoid Mop Plus" (granule). Cap Sheet OGA11GLAS Mineral Surfaced Cap Sheet", hot mopped 8. Deck C =15/32 Incline: 2 1. 2. BVERING MATERIALS •: Ropnj istems tt& —Coed Insulation (Op�tionallr • One %% sayers perk • • f fiber, isocyanuve, uikiarne, perllte /ifbcyair ?at composfx urethane compTits' "Wd fiber /isoeyanurate composite, phe thickness. • • . 0000 • • • • - - Base Sheet: Two or more layerA &INCror G& so 0 Ply Sheet (Op4nal)s One or more layers TypeW • Membrane: Onebfinoit layersi'Rebexxtd Torch" (Smooth or "Ruberoid Torch Plus" (granule), °l2uMoid Mop" (Smooth o: or "Ruberoid Mop Plus" (granule). Cap Sheet: 'GAFGLAS M neml. Surfaced Cap Sheet", hot mol 9. Deck NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polyisocyanura fiber, mechanically fastened, any thickness. Base Sheet: One or more layers Type G2, "GAFGLASS #75 Ba Ply Sheet: One or more layers Type G1 "GAFGLAS P "GAFGLAS Ply 6. Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sk mopped. Surfacing: "Fireshield MB ", 2.5 — 3.0 gal. /sq. Class B 1. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood f l fiber, isocyanurate, urethane, perlite/isocyanurate composite, urethane composite, wood fber /isocpmurate composite, phei thickness. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" GLAS Ply 6 ". Cap Sheet Type G3 -GAFGLAS Mineral Surfaced Cap SY mopped. 2. Deck: C -15/32 Indine: 3-1/2 Insulation (Optional): One or more layers perlite, wood fi fiber, isocyanurate, urethane, perlite/isocyanurate composite urethane composite, wood fiber /isocyanurate composite, phe thickness. Base Sheet Two or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth a or 'Ruberoid Mop Plus' (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mo Class C I. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, isocyanurate, urethane, perlite /isocyanurate composit urethane composite, wood fiber /isocyanurate composite, phe thickness. Ply Sheet Three or more layers Type Gi "GAFGLAS "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bftumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAI Class *A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fi fiber, isocyanurate, urethane, perlite/Lw7anurate composite urethane composite, wood f ber /bocyanurate composite, pher thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS PI "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel COMBINATION HOT AND COLD SYSTEMS Class A Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or fiber, 2 in. max. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4 "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Cc 1 -1/2 gal /sq. Deck NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, isocyanurate, urethane, perlite/isocyanurate composit urethane composite, wood fber /isocyarnurate composite, pheno thickness. MIAMI EE BUILDING CODE COMPLIANCE OFFICE (RCCO) PRODUCT CONTROL DIVISION NACCEPTANCE 9455 SW 7e Street Nbmi, FL 33173 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 falls to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of h —FF orida Building DESCRIPTION: Artezanos World 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 revises NOA 0 03- 0807.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. / 60f 0'- Y NOA No 06 -0105. Expiration Date: 05114/09 Approval Date: 03/23/03 Page lof 5 • •• ••0000 0001•• 000000 • • • 00000: 0000 0000 • • 0000 MYAMI-;)A j,C,OUNTY,FW1CDA • • • • • • METRO -D •AGLER RNUOING • • • • : • 140 NEST FLAG16 1MAREET, SUITE 1603 • • MLP1I,*F1bRIDA 3K3i!' -1563 • • • • • • (305) 375 -?901 .FAX (36* $ 29M ; .. • .: 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 falls to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of h —FF orida Building DESCRIPTION: Artezanos World 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 revises NOA 0 03- 0807.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. / 60f 0'- Y NOA No 06 -0105. Expiration Date: 05114/09 Approval Date: 03/23/03 Page lof 5 2.1. EVIDENCE SUBNIITTED Leg Agency •••• Testwell Craig Lab #ABM4 • 0 *00V 2003 • . Testwell Craig Lab #ABM -20 Laboratories & Consultants, Inc. Dec. 2005 Testwell Craig .000 Laboratories & Consultants, Inc. ::00 ROOFING ASSEMBLY APPROVAL a • • • • ....•• • Category: Roofing • Sub Category: Roofing Tiles ' 00 0 ." . • Material: Clay • • • • 1. SCOPE This approves a roofing system using "World Class Two Piece Handmade Tapered Mission Barrel Roofing Tile" Clay Roof Tile, as manufactured by Artezanos, Inc. described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Test Product Manufadµrgd by ensio Specifih'ons Description Anplicaz►t 2 Piece Handmade 1 =17" ASTM C 1167 High profile, two piece, barrel, clay Tapered Mission W=71# roof tile. For direct deck mortar set Barrel Tile 1h" thick applications. Italian Pan Tile 1 =19.4" ASTM C 1167 Flat pan the to be used in conjuction W =10" with Handmade Tapered Mission 1h" thick Barrel Tile as the cap. For direct deck mortar set applications. Trim Pieces 1= varies ASTM C 1167 Accessory trim, clay roof pieces for w = varies use at hips, rakes, ridges and valley varying thickness terminations. 2.1. EVIDENCE SUBNIITTED Leg Agency Test Identifier Testwell Craig Lab #ABM4 Laboratories & 2003 Consultants, Inc. Testwell Craig Lab #ABM -20 Laboratories & Consultants, Inc. Dec. 2005 Testwell Craig Lab #ABM -1 Laboratories & Consultants, Inc. IBA Consultants Inc. 2352 -39 IBA Consultants Inc. 2352 -38 Test Name/Rep Date Static Uplift Testing January 1995 PA 101 (Mortar Set) Static Uplift Testing November PA 101 (Adhesive Set) 1995 Physical Properties 2003 ASTM C 1167 Physical Properties Nov. 2005 ASTM C 1167 Static Uplift Testing Dec. 2005 TAS 101 (Adhesive Set) NOA No 06- 0105.04 Expiration Date: 05/14/09 Approval Date: 03/23/03 Page 2of 5 3. LIMITATIONS sees* • • ° 3.1 Fire classification is not part of this acceptance. • • " 0. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance w V-.RAS 1(r4inal required, refer to applicable building code. • , 60009 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory tpWorm fuart4y test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building0dde Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayyment 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 "World Class Two Piece Handmade Tapered Mission Roofing Tile' and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations sees I x w • • Tile Profile Wel ht -W ib Len - I feet Width - w Ow •sees• s r• 1.42 0.58 0900 0sw • see• •see 3. LIMITATIONS sees* • • ° 3.1 Fire classification is not part of this acceptance. • • " 0. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance w V-.RAS 1(r4inal required, refer to applicable building code. • , 60009 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory tpWorm fuart4y test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building0dde Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayyment 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 "World Class Two Piece Handmade Tapered Mission Roofing Tile' and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 2: Aerod ynamic Multipliers - �, . Table 1: Avere a Weight and Dimensions i I x w Two Piece Handmade Tapered Mission Tile Tile Profile Wel ht -W ib Len - I feet Width - w Ow TWO Piece 5.8 1.42 0.58 Handmade Tapered Two Piece Handmade 3.9 3.8 3.7 Mission Tile 3.5 3.4 Tapered Mission Tile Table 2: Aerod ynamic Multipliers - �, Tile Profile Dire lice on Two Piece Handmade Tapered Mission Tile 0.22 Table 3: Resto ng due to Gra - M (ft-1b Tile 2•:12" 3" :12° 4•:12° 5•:1211 6 ":12" 7`:12° Profile Two Piece Handmade 3.9 3.8 3.7 3.6 3.5 3.4 Tapered Mission Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar or Adhesive Set betems Tile Profile Tile Application Atts -Resistance Two Piece Handmade Tapered Mission Tile Mortar Set 457.4,, Adhesive Set ,q 1. Place 42 grams per pan and 42 grams per cap of PolyProTm. NOA No 06- 0105.04 Expiration Date: 05/14/09 Approval Date: 03/23!03 Page 3of 5 •••••« v • ..00 e • 11!• i • 100.0! •• 0000!/ 111000 • • • i•1•!! • ! /1111: 1006 111• • • • 10110 11110 • • 111• 1 111 /11f0 /1s61� 1 • • • •• • !11111 •• •• • • • 5. LABELING "' s / 1.1s1! •1/• All tiles shall bear the imprint or identifiable marking of the manufacture r's�nam� or logo;See•' :1111: Detail Below), or following statement: " Miami -Dade County Product Contr81AWvoved "e • • / ' / 0101 y AR=ANOs WORLD CLASS TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. ]BUILDING PERMIT REQUIREMENT'S 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 as required by the Building Official in order to properly evaluate the installation of this system. ° NOA No 06.0105.04 Expiration Date: 05/14/09 Approval Date: 03/23/03 Page 4of 5 cV2 PROFILE DRAWING Swil ---, "-�< 4444.. 4444.. 0444 0444 4444.. 4444 4444.. • 7.. :*Goo . . ARTESANOS, INC. " 2 PIECE HANDMADE TAPERED MISSION BARREL TILE ARTESANOS, INC. ITALIAN PAN TILE END OF THIS ACCEPTANCE P 0444• • 4800. . 4444 � .. 0 0 . • � . 0 4444.. 0 . . 4404.. 6060 . • 0 4444 40.0. � . ..4 000.0 0 49:0 • 4444 . 4444.. so . 0000 NOA No 06.0105.04 Expiration Date: 05/14109 Approval Date: 03/33!03 Page 5of 5