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RC-11-108Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209455 Scheduled Inspection Date: March 24, 2014 Inspector: Rodriguez, Jorge Owner: MEJIA, GILBERTO Job Address: 165 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Permit Number: RC -1 -11 -108 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132330 Contractor: RENOVATION & CONSTRUCTION GROUP INC Phone: (305)380 -6656 comments DEMOLITION OF EXISTING GARAGE ROOF AND FIRE REPAIR Permit renew on 03 -10 -14 Passed Failed Correction Needed Re- Inspection Fee rm INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP- 209298. CREATED AS REINSPECTION FOR INSP- 155159. No Additional Inspections can be scheduled until re- inspection fee is paid. March 21, 2014 For Inspections please call: (305)762 -4949 Page 21 of 27 D fff ___ :� 012 �► APR 2 a • • • • Consulting Engineer CTURAL CALCULATIONS FOR A ROOF'S GIRDER AND RIDGE BEAMS. House is located at 165 NE 9e St Introduction 2 2 2 Results 4 Checking results 5 Conclusion 6 Eduardo Cardona, P.E. FL PE0025950 .,� 11 'D � CA"�� ?e® E•,•,.11 STAT71E OF ®�'0�f ,f" ZONAL �� '% 15370 SW 47h St., Miami, Fl. 33185 6 r Cardona, Calculations Structural 165 NE 98tb St. Page 2 of • Introduction The house located at 165 NE 98'x' St. sustained fire damages that made necessary the reframing of some areas of the existing roof. During the construction process a 2x10 wood ridge beam was used instead of a 2 -2x10 and a 2x8 girder was used instead of a 2- W. The reason for these structural calculations is to show that the above mentioned changes do not affect the roofs' structural integrity and therefore there is no reason to double the capacity of the newly framed members. Figure 1 shows an isometric view of the area in consideration where member H001 is the 2x10 ridge beam and RBX007, RBX001, Bmx001 and Bmx007 are the investigated members of the girder's assembly. Lads Roof Live Load Lr := 30 -psf Dead Load DL := 16•psf From table 1 of RAS 127 the wind loads are: Perimeter and corners P2 := 100.6 • psf 15370 SW 47'h St., Miami, Fl. 33185 Ph: 786 - 443 -4394 E -mail: Engineering @Pobox.com Eduardo Cardona, { , • , ' Page • Field Pt := 47.6 • psf To create a single vector Vet's make P3 := Lr and P4 = DL. 47.6 100.6 So the loads are P = 30 psf 16 Where the first 2 are wind loads and the others are live and dead loads respectively. The members of this roof are at d = 16 • in o.c., therefore the loads on each member are 63.47 134.13 P := P•d P = Of 40 21.33 15370 SW 47th St, Miami, Fl. 33185 Ph: 786 - 443 -4394 &mail: Engineering@Pobox.com Eduardo Cardona, Structural Calculations 165 NE 98h St. • . g- 4 of • Figure 4 Figures 2, 3 and 4 show the dead, live and wind loads applied. =-111-1, 0,200 - h♦ ^ ^A^ w Figure 5 15370 SW 47`' St, Miami, Fl. 33185 Ph: 786 - 44311394 E -mail: Engineering@Poboxcom 4 f Eduardo Cardona, P.E. Structural Calculations 165 NE 98th St. Page 5 of 6 Company: ADS Inc. Engineer: Eduardo Cardona, PE VisualAnalysis 7.00 Report Project File: Roof Framing.vap Member Unity Checks Messages? Unity Member Status Model Shape 0.48 H001 Designed SS2x10 0.41 BmX001 Designed SS2x8 0.41 RBX001 Designed SS2x8 0.30 BmX007 Designed SS2x8 0.20 RBX007 Designed SS2x8 Design Shape Messages? SS2x10 None SS2x8 None SS2x8 None SS2x8 None SS2x8 None Table 1 Figure 5 and the report in Table 1 show the unity check for each of the members under design. Any number below 1.00 is acceptable therefore the as built members are structurally satisfactory. Checking results Member Internal Stresses (Extreme Rows Only) Member Result Case Name Offset fa fby( +z) fby( -z) fbz( +y) fbz( -y) In psi psi psi psi psi H001 0.6D +0.6W » +X 0.00 - 105.90 0.00 0.00 0.00 0.00 H001 0.6D +0.6W » +X 103.56 27.61 2.06 -2.06 173.47 - 173.47 H001 0.6D +0.6W » +X 138.08 51.06 -20.10 20.10 39.63 -39.63 H001 D +Lr 0.00 196.34 0.00 0.00 0.00 0.00 H001 D +Lr 103.56 -52.57 -5.91 5.91 - 387.72 387.72 H001 D +Lr 138.08 - 102.11 47.11 -47.11 - 108.59 108.59 BmX001 D +Lr 0.00 -34.91 48.38 -48.38 - 413.09 413.09 BmX007 D +Lr 0.00 -34.91 -48.38 48.38 - 413.09 413.09 BmX007 D +Lr 22.38 -34.91 22.91 -22.91 376.94 - 376.94 RBX001 0.6D +0.6W » +X 89.98 63.50 1.11 -1.11 - 161.29 161.29 RBX001 D +Lr 67.49 - 116.61 -9.20 9.20 - 323.25 323.25 "fable 2 15370 SW 47h St, Miami, Fl. 33185 Ph: 786 - 443 -4394 E -mail: Engineering@Pobox.com Eduardo Cardona, P.E. Structural Calculations 165 NE 98"` St. Page 6 of 6 To check the results of the computer's design a new report in Table 2 shows the extreme internal stresses in each member. By inspection only is evident that all members are under stressed. Conclusion Based upon the previous analysis and design I, Eduardo Cardona, P.E., certify that using a single instead of a double 2x10 for the ridge beam and single instead of double 2x8 members for the girder assembly is acceptable and the newly built roof frame area is structurally sound. If any additional information is needed I can be reached as noted in the footing of this document. Sincerely, Cq WWM AV 4 . �,. tC •�'L''� ° Eduardo Cardona, P.E. : N� 26950 FL. License 25950 : * : s -• •(„C ,' 00 : STATE Q F +' 4,0 ,',f O i f i 11111 to 15370 SW 47'h St, Miami, H. 33185 Ph: 786 - 443 -4394 E -mail: Engineering@Poboxcom le - 1. New construction hckdq addition which fneamonde any of the foll"btg feshm cannot Cam* using this MOW& OW $> wells, reafteft constructim or skylights or etber nmwwft ref glass. 2.R9 in an the applimble spaces of die "To Be lmdaW calm an "Thbb 118-1 with ere htfonr ►equeslad. A8 "To Be aomw wAas turret be enqual to or more alkled tlmn the MOW Wela. S. Comilla pap 1 based on the *To Be kftW column Information, 4. heal VnImum ftOmnents for Ail PNtapea', Tabie 118-2 and tdredt each box to tnd CM your Intent to c un* with all Mli able items. & Read, sip and dais the'Prsparet W wilka at slatermd at the bottom of pie 1. Tire owner er owneftagentmustalse dp sal date the farm. 1. Phan constn stun N atldIllm a (pa 2. f3Mg1 � delacbsa or rnt "litmdfyr ached a N muftlp*4@ml*4t36 of uft aatwed by Eth Millmdeelm 4. IS this a WOM CM? (y o tno) L CondMMW flOW Oros (sq. fL) L Goss type MM Oros: L U -factor b. SHGC Q Glass area 7. pia of glass to floor West L Four type, area or pertmetar, end Its L Slab- on-gm& (Rvahre) b Wood, raised (R- value) c. Wood, common (R valte) d Conad%raised (R vahm) e. CouroW common (R value) 0. MIall type, Oros ertd U t: a. Itsterlor: 1. Masonry Ousutadon R- value) 2. Wood frame (7msutadon R value) L Add 1. Masonry (hMIatiam R value) 2. Wood thou (Insulation R- value) fa C+alflng type, am and instdadamt: L Under attic (houlation R vahw) b. Single assembly (Insulation R- value) 11. Air "rlbtdlon sydam: Duct hmda le% t000don Test report regwW if duct m unar»ditioned spare 1a Coolfrq system: ('Types: cemmL roam unk package terminal A.C. gas. note) 13. HeWhV system: (Types: treat pump. elec. strip, sat. gas. LP-Gas, gas h.p room or PTAC. ) 14. Progrommable Utermoslut butalled on HVAC systems: 15. Hot watu system: (Types: eke., nat. gas. LP- gas, solar, heat wc., de& treat pump, other. now) Pbou Prlyd CK 1. NzW a a 4. tl. , Its. 0b. 0o. sq. ft. 7.19-6 S Bs. Rm R►.ft. IL Rw� sq.ft. ga Ra �, ft. Bd. Rae sq.fL �sq.ft. +-� '� 94.1. R: / sq.fL fls-2. R. sc.% wl. R. sq.% Ob-2. R: _soft. dn 10L Ra �® sq.ft/.b2E 101. R. sq.fL 11a Rs - 11b.Ted report attached? Yes 1St Type 12b. SEEAlEER: 12L Capatdiy: 13L Types 13b.11ll�falCOP/ L. 130. ¢ c� 14. N 1st Type: -F— L-O'C' I& LR: I ft=W am ore OW and sperm CWMW by tae COMOon are in CW*N ce we Few o of pons end aped ewaed Gtr ttas mNdes coan�noe wm l� fl� the Ratio EMW coo Eaetgy Cede t>e�+e eoe� uAbo tr @nr tumdop wtlI De a egad eompuame m actor vela Serooe' r PREPARED 8Y (. DATE eI11101AHi (n�lAl: i a �ry Dan this aat canPhM anar the Ratio Err W Cow OWNER AM- DATE: DATE: - 2007 FLORIDA BUILDINO CODE -- BUILDING 13.0.23 Effective 3/1/2009 .ORM 1il=8-0$ TABLE 1113-1 Roh"NnIM RFt]lt"=RwIJTC Ia— U-0- 41 All 7....m BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U -factor = 0.65 U- factor= Exterior joints & cracks SHGC = 0.35 SHGC= % CFA — 16% % of CFA= Exterior door type Wood or insulated Type: Wails - Ext. and Adj. (See Nate 3): Sole plates and penetrations through top plates of exterior walls must be seal. France R -13 R -value = Mass Multistory houses N1106 AB.1.2.5 Interior of wall: R-6 R -value = Exterior of wall: R-4 R -value = Ceilings (see Notes 3& 4 ) R -30 R -value = Floors: Swimming pools & spas N1112AS.2.3.4 Slab -on -grade No requirement Hot water pipes Over unconditioned s see Note 3 R -13 R -value = Hot water systems (storage type) N1112AB.2.4 Water flow must be restricted to no more than 2.5 g0tris per minute at 80 Electric (see Note 5): 40 gal: EF = 0.92 Gallons = All duds, fittings, mechanical equipment and plenum chary" shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N111GAS. Duds in attics must be insulated to a minimum of R-6. 50 gal. EF = 0.90 EF = Gas fired (see Note 6): 40 gal: EF = 0.59 Gallons = 50 ad: EF = 0.58 EF = Air conditioning s see Note 7 SEER =13.0 SEER = Head pump systems (see Note 8 ) SEER =13.0 HSPF = 7.7 SEER = HSPF = Gas furnaces AFUE = 78°% AFUE = Oil furnaces AFUE = 78% AFUE = Programmable thermostat Must be installed on all HVAC systems Installed? Yes No Ductwork (sue Note 9) Location: Unconditioned space-9 R-6, Tested Unconditioned space R value= Test report: Conditioned space NA Conditioned space Unvented attic assembly per R806.4 with R -4.2 R -value = insulation at the roof plane No test report required) Air Handler location: Location: Unconditioned attic 9 or garage Requires test report Test report: Conditioned space or Unvented attic assembly per R806.4 with No duct test required insulation at the roof plane t i u r-aun umwunent presem in me !9s -num home must meet or exceed eacn Of the applicable performance Cntene in order to comply wo this C using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U -Factor and the maxirnum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16 % of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 0) or tess may have maximum CFA of 50 percent. (3) R Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass wails, the interior (Ind) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wail. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such meare may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wail framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 ' volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 " volume) (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Buff t, or Table N1107.AB.3.2A of the FBC4ResrdeedW. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small- Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607,AB.3.2B of the Florida Building Cade, Buildng, or Table N1107AB.3.2B of the FBC4?esdaMW- (9) All duds and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. 'Substantially leak free° shall mean distribution system air leakage to outdoors no greater than 3 cirri per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air hander enclosure. TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS 1 CHECK Exterior joints & cracks N1106AB.1.2 To be caulked, gasketed. weather-stripped or otherwise sealed. Exterior windows & doors N1106AB.1.1 Max. 0.3 .ft window area; 0.5 cWsq.ft. door area. Sole & top plates N1106AB.2.1 Sole plates and penetrations through top plates of exterior walls must be seal. Recessed lighting N1106.AB.1.2.4 Type IC rated with no penetrations two sitematives allowed Multistory houses N1106 AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust farms N1106AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with Oftral exhaust ductwork. Water heaters N1112AB.3 Comply with efficiency requirements in Table N1112AB.3. Switch or dearly marked circuit breaker electric or cutoff (gas) must be provided. External or built in toad trap required for vertical pipe risers. Swimming pools & spas N1112AS.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump tamer. Gas spa & pool heaters must he" minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. r/ Hot water pipes N1112AB.5 Insulation is required for hot wader circulating systems (TEludifig teat recovery wide Shower heads N1112AB.2.4 Water flow must be restricted to no more than 2.5 g0tris per minute at 80 HVAC dud construction, insulation & installation N1110AB All duds, fittings, mechanical equipment and plenum chary" shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N111GAS. Duds in attics must be insulated to a minimum of R-6. HVAC controls N1107AB.2 Separate readily accessible manual or automatic themtostat for each system. 113 -1.7.24 2007 FLORIDA BUILDING CODE — BALDING 0 MIAMi -DADE BUILDING CODE COMPLIANCE OFFiCE { PRODUCT CONTROL. DIVISION t , ' -DADS CCU�YLC 2ELA V11Ah1 �° `` �1 1Is'I'RC3 -DAUF FLAGL.Ett aU1LD1 \6 130.S1'7FLAC:LERSI'REET,SUITE1603 �t' E M1A1V11, FLORIDA ?: +130 - jti3 t" (30.5) 37,5.2901 FAX (305) 372 -0119 'QTICE -OI ACCEPTANCE (N4?r�) � H ivw .maimidacle.t;avtbuildingcode R,. Jeld -Wen, Inc. (OR) a 3737 Lakeport Blvd. Klamath Falls, OR 976#1 This NOA is being issued under the applicable rule,, and regulations governing the use of construction materials. The documentation suburitted has been reviewed. by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (13011,&) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date stated below. 'The Miami -Dade County Product Control Division (in Miami Dade County) andior the AID (in areas other than Miami Dade County) reserNe 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 iurisdiction. BORA resetwes 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. "Phis product is approved as described herein, and has been designed to c:orrrpty with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Custom C.Ql ectian'.'..Alumi. uLn ('lad Wood Double Hung Window — APPROVAL DOCUMENT: Drawing No. 07- JN6'lv1 -0012, titled "Custom Collection Double Hung: Windcnk - Large Missile impact Resistant ", sheets l through 6 of G, dated 031105,108, prepared by tEn"inecring Express, signed and sealed by Frank I.. Bernardo, P.1., bearing the Miami -Dade County Product Control .Approval starnp with the Notice of Acceptauce number and approval date by the Miami - Dade County Product Control Division. MISS[LF IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade: County Product Control Approved ", unless otherwise noted herein. .RL:NEWAi, cif this NOA shall be considered after a renewal application has been tiled 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 charge in the materials, use, andlor manufacture of the product or process. Misuse of this NOA as an endor ernent of an' product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of'ihis NOA. shall be cause for termination and removal of'NOA. All!'L:R'I'ISI mENT: The NOA nurnber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed n 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 :old shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence page F -I and F -2, as well as approval document mentioned above. The submitted documentation was reviewed by !Manuel Perez, P.E. rt t,� � NOA No. os- aao2.t13 MIAMI DttDt COUniTY Expiration Date: September 1$, 2013 .1� ' Approval Date: September 18, 2008 Page i Jeld -Wen, Inc. '(OR} NOTICE ®F ACCEPTANCE: EVIDENCE SUBMITTED ttl, DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -JW:N -0012, Sheets 1 through 6 of 6, titled "Custom Collection Double Hung Window - Large lirlissile impact Resistant ", dated 03/0/08, prepared by Engineering Express, signed and sealed by Frank f.. Bennardo, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 #) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 0) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of a custom collection aluminum clad wood double hung, window, prepared by National Certified Testing Laboratories, Test Report No. ,NCTL- 210 - 3441 -1, dated 08/28107, signed and scaled by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004. prepared by Engineering Express, dated 03/05/08, sided and scaled by Frank, L. Bennardo, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office E. NIATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.1. DuPont tieNemours & Co., Inc. for their "DuPont SentryGlas (R) Plus" dated 01/03/08, expiring on 01/14/12). F. STATEMENTS 1. Statement letter of conformance, dated March 18, 2008, signed and sealed by Frank 1.. Bennardo, P.E. terest, dated March 18, 2008, sii;ned and sealed by 2. Statement letter of no financial in Frank L. Bennardo, P.E. 3. Laboratory compliance letter for Test Report no. 1olCTL- 210 - 3441 -1, issued by National Certified Testing Laboratories, dated September 12, 2007, signed and sealed by Gerard J. Ferrara, P.E. Manuel 1 er Product Control xanii er NOA No. 0 .03 Expiration Date: September 18, 2013 Approval Date: September 18, 2008 E -1 Jeld- `e'en, Inn (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CO;NTINUEn) 4. Addendum letter of Acrylic Sealant for Test Report no. NCTL- 210 - 3441 -1, issued hy National Certified Testing Laboratories. dated June 25, 2008, signed and scaled by Gerard J. Ferrara. P.E. 5. Addendum letter of the Silicone Sealant fior 'Pest Report no. NCTL- 210 - 3441 -1, issued by National Certified "le,ting Laboratories, dated July 01, 2008, signed and sealed by Harold E. Rupp, P.E. G. OTHERS 1. None. E -2 Manuel Peru., P. '. Product Control Exam Her NOA No. 08 -040 3 Expiration Bute: September 18, 2013 Approval Date: September 18, 2008 CUSTOM COLLECTION DOUBLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT A B A B el TYPICAL ELEVATION GENERAL NOTES W— DIF�,"JOL I' 1', `iTlll v. ,ND 41111 ti 114 - c."U.Afl.A. " TIl I,' q- vwo �t'E rl� -!, 04 11-cy.1-L'. �Ocl% ' "'"' Ilt C '�IIA� If: 1, r] ; A ',;C. 1-1 j:'t , CF-tE- ,.on 71 t I-I" vs c J!"It c C.1 -71l-.,-! -i Ll.kf n .... .. I IC ..f': P 'A F';Rl' aSE 4t'Mll' A�iD rxI 'T - 'wum 1.1"Acr lr�A$U'N N l PI T7[ YI "N' , L V LIT IIIN 1 IPFUCISI FIRE; 10KEj, Vi PF t b f E to mfmr,v. N 11C MAXIMUM AL L . OWA6—LE J.DESIGN PRESSURE: —+55/-75,'! I-2L—j TYPICAL HEAD ASSEMBLY TYPICAL JAMB ASSEMBLY E; r I IN GLAZING TYPE • A 1; A 12: 'TC AT ILI' rj 15 22 po� �Vlc 12 18. e. v 6 TYPICAL SILL ASSEMBLY C TYPTCAL JAMB ASSEMBLY TYPICAL JAMB ASSEMBLY GLAZING TYPE • A 1; A 12: 12 - rj 15 22 12 18. e. v 6 TYPICAL SILL ASSEMBLY C TYPTCAL JAMB ASSEMBLY TYPICAL JAMB ASSEMBLY GLAZING TYPE • A GLAZING TYPE 8 v KIN ..04,T GLAZING DETAILS Wr !,F C41 {8 LcOp a I z UJ iw Z Lu ul Z-7 I ANCHOR ELEVATION ANCHOR NOTES: ANCHOR SCHEDULE: ILI`ITII +f to WOOD RUCK OR N05T STRUCTURC (r,4.55 MM WOOD); TO t; W, 11 i UU FRAIING, 6f 11 ':'.TFF 06 - FATVII -. 11� �� !- 1.:A.1 - 1141 � 1,�. rv- ,.- 11c C..M5 o, MF IN, "t, r -1`11115 ILL CIM. I -V- .11 IE.:, 1 1,1 .. , , . " ^ INSTALLATION UT � T-o iraf � 8 PH, WL Ix wuj L2 IS lo 5 INSTALLATION FRAMr INSTALLATION _)AT AT FRAME JAMB IOU INSTALLATION AT FRAME �>JLL icy,} ww -_ I. Z- 6. ITJ - S - P..s r _ { I 10 �.:Ff1YA 1.1v nc.ViP `.: if ?Mt. H� y .rGt V.N!_1�Ir V9.J:. F +nil': +[!rir¢'«,vr;n. Ia e q l� ASSEMBLY DEfAR 07 JWN -oa:a k; T Sl.an UI ' ou,(c a5pcvrj�nro big�P'a4rEA3 t� r 1 1 • , [NTFRIOR IMPACT RAIL _�EA 4 E D FILLER 0 OP 6�LA8S ST% 0 0_ INTERIOR INTERIOR INTERIOR GLAZED �E R E T ' —LE -j-?-.W—ER STILE (-,-�—BOTTOM RAIL ()OGL 1ZED STILE LAZED TOP RAIL 12 GLASS *GLASS STOP — EXTRUDED UPPER INTERLOCKING NOSE SILL RAIL �A, CLADDING INTERLOCKING I NIPACT 13 0 6 I MB RECEIVER • 25 BILL OF MATERIALS LOWER INTERLOCK &aL SUPPORT , 7 19 RAIL • f 20 SaLL STOP 1 SILL CLADDING 7, �1 1; :01. Al 71 Ua nRt� ?gl 1 LOWER INTERLOCK &aL SUPPORT , 7 19 RAIL • f 20 SaLL STOP 1 SILL CLADDING 7, �1 MIAMI-= M BUILDINC COUL COMPLIANCE OFFICE (B•CQ) PRODUCT CONTROL DINISION NO"FICE OF ACCEPTANCE (NOA) IAN 2 MIAN111-DARE COO P () D W TRO 140 S1471 160 MIAMI], F!,ORIDA 31* Martin Door Manufa ct tiring 2828 South 900 West Salt Lakv Cito, UT 84119 Scoff._*: fill..; NOA is hemp issued under the applicable rul•N and rc-Ulationsgoveming tll;, use of caitsu t :ctit #t materials. The documentation subjllltt�.d has Ivell re,.ie &t.,d b\ N4ianu-Dade County Product Control Divi,,ion .irkd ack qtcd li , the Board and Appeals (BORA) it, be ivcd in Miami Dade County and cther av•,o. vi k'je by (11C ALuIlO1`i1V Ilav)ng. Junsfiction (AHA T hi;- NOA sh;li I not b(• \aiid uficr the expiration dale ,t,ttQd NAmv. The Mnum-Dade Count} PlOdULI. C01111101 1)1e114011 (It,, N.li;nn Oa(h, County) tiid.*t)r the AM (in areas other than Miami Dade •ounty) reserve kht-. rjjY Oit it) have this produc*, tw1wrLil lc>tci:i for quahtN assurance Plirpoics. If thi, produel ol material llails to pert , orill in [lie accept manner, the ni;lliidai Will incur the expense o., �Uch ("tile,. ;n d Ilik. A-I 11 may imnic-dime b, revc-Ae. 11 odifv. or su�pend tile. 11ae Of su,.11 �prodw:l or 111"ttellill viiihin their juri,;di;t)(1!i. BOJtA rvwries the right to revoke this ack:uptance. if it is determnic-d iv• N4jami-Didi.- County Product colltr:)] Divisiol) Omit 111s product of material fails to meet Ille rt.,clirrementi of the building cote. ThIN Protiuct is appro\ (,d it herem, and has be designed to comply with the Honda Building Code. mcladint! the I fioh Velocity Hurricane Zone. - C7 DESCRIPTION: Woodline Series IW-2" wide Steel Sectional Garage Door XPPROV.,LL DOCUMEN,r: Dra-,ktn- \o. 08-NIDNI-0002, titled --Marfm linger Shield Ciara,,,ze Door I t,odllin-c Series", dated 11; 34. 08, streets I through .1 ol'4, prepared by LijIgineering Fxprc.s, signed and sealed b% 13,-nnardo, PA-_ bearing the Miami-Oade Comity Product rcneNi A siamp with the Nove...0 lialubcr ind e-.prrauon date by the %fiami-Dade County Product Control Diviiion. 1l!+ Illli IMPACT kATING: Large and Small Missile Impact Resistant LABELING: I I*.i,:h unit shall beat a pcmiaii;:i:t iabGl .\ ith the man0l;ctuier's name or cily, slii:e and Statement: County Product Control Approved", urile,Ss otherwise noted herein. RFNEN% kla iftho NOA ,,hall be coit,ideredafter it ienewal application has been filed and there aas been no chance m III,' app. hcahlc building Co(k. negatively affecting the pericnxnan c of this product. TERMINATION of this NOA will occur after the expiration date or if there lwi been a revision or change in the materiak,, rise, cind'or niarnificture of the prodUCt Or I7.-0,XSN- Mtsuse. of this NOA as art endorserneni ofan\, Prodoct, cur advertising or any other purposes. shall rutornaticidly terminate !his NOA. I- ailure io comply with any section ,)I this NOA shall be cau,e for termination and jvmos al ,)1'NOA I.INTI I•ATION. This appiovol requires the nlanuiiacturcr do lesting of all coils used to fabricate door panels under 1hi., Notice of,-V:ceplarice. A mininium of 2 specimens ,hall be cut tram cu t: coil arid tensile tested accordim, it:, ASTNI F-,S by a Dade County Approi,ed laboratory selected and paid b the nlallllfaClUrer E cry 3 months, tour hires J V,:!ar, thi,- mnufiwturer .hail IiiLtil 'o this offiCC: a copy of tile ic,,icd repasts %Vith confirmation that the specilllM, \V'Ic "VICC11t:d :'roin Coils at the wanutacturet production 6cilmQ6, And a notan,,.vd statement from tile manufacturer that on*l% c' iIs ,,Oth yield strength of'50000 psi or neon- shal, hr t1,;cd to alake door parjels fi,v Dada Counr\,, uride, t1w, Nosicc of Acct.,planc.e. ADVERTISEMENT: •hQ NOA number 11� th• -,vot-ds vljami-Dack; Coutay. I loi ida. and I'011o%ved by 0• expriation date may be di>iplavcd in advemsing literature Il';wy portion of tho NOA is dispfayed, then it shall be done in its entirety. INSPECTION- A i.,opk Ol•this, entire NOA •h'il, ho provided it) 111C user by the: inaritifiacturer or its di: tiibtv.,M-s and ;1,1;111 be HQ i'or inspe.djon at t1l0cbsite at tcquc,,t o•thc Buildiii,-, Official, This NOA renews NOA # 03-0325.07 and conFIsIs of this page I and evidctice page--i F.- I and L-2. its wt.-11 as approval dOCUTTIC111 mentioned abio•u. t \vas rev iewi:d by Carlos M. I tier's, P.E. i he subin:Mcd doc.uincmatroi NOA 'No. 0R- 11'_0.12 Expiration Datv: June 24, 2014 Approval Date: Jaiivary . 8. 2ot)9 �, ,� .J /f j 1"we 1 Martin Door Manufacturing .A. C. NOTICE OF ACCEP'FANC'E: EVIDENCE SUBMFF 1 "ED DRAM INOS 1. Drawing No. 08-MM-1-000.1. titled 'AMartin Finger- Shield Garage Door 10'-2" Woodline. Series ", dated 11/24:08, sheets 1 through 4 of 4, prepared by Engineering Express, signed and sealed h4 Frans L. Bernardo, P.E. I'F STS 1. Pest r epon of uniform static air prc,surc tc,�t per TAS Zil?, largo missile inil�act test per "T AS 201 and cyclic -wind pressure test per TAS 203 on sectional insulated steel garage door system spednten ;� 1, 2 & = #; prepared bN, Hurricane Engineering Test Laboratory Inc, report No.01 48 -1 1 13 -02, elated 01.'15iO3, signed and sealed by V. J. Abraham, P.E. Test report of ignition properties per lS1'M DI 929 on Advance Foam FPS, prepared by Omega Paint Laboratories report No. 1535; -1 15693, elated 09.-30/03, :signed and sealed by W. L. Fitch, P.E. Test report of surface burning characteristics per ASTM F84 on Advance Fourn EPS. prepared by Omega Paint Laboratories report No. 153153- 1 1 5773, dstc�cl 10 {) ;,' Y1 signed and sealed by W. E. Fitch, P. E. Test report of ignition propetties pv; ASTM D1929 on Falcon F'oarn FPS. pr- cpared by SGS US Testing Compam Inc. report No. 31276-5-2), dated 01 23 04—signed and sealed bN R. I Ogawa, P.E. Test report of surface burning characteristics per AST�IM E84 on Falcon Foarn EPS, prepared by SGS US Testing. Companv Inc. report No. 32165 -1, dated 01 "3'04, signed and sealed by R 1. Qgaw a, P.E. 'lest report of comparison coating per ASTM U 1654 oil painted galvanized coating and galvanized coatin g, prepared by ETC" Laboratories report No, 0?- 476 - 12419.0, dated 01 0 -1*03, signed and sealed by .1. L. Dolda r, P.E. ",5tibmined tinder :1'l A # 03- 03- 15.07" 2. 3, 4. 5, 6. CALCULATIONS 1. Calculations prepared by Frank l_.. Bernardo, P.E., Inc, page I through S of `1, signed and sealed by F. I Bennardo, P1., on 044 1`04 2. Calculations prepared by F'r,tnk I.. Rennardo. P.E.. page 1 through 9 of 9, sib re I an sealed by F. L. Bennardo, P.E- on 40`,1_'!03. 3. Calculations prepared by Frank L. Bennardo. P,E., }gage 1 through S of S, snared and sealed by F. L.. Bennardo, P.E.. on ti3'06!03. "Srrbncitted cinder, ;'x`0.4 # 03 -0325. 07" Carlos . . t. trera, 1'.E. Product Control Examiner NOA No. 08- 1126.12 Expiration /Date: nine 24. 201.1 Approval 1Date: ,lanuars 8, 20119 f: - 1 Martin Door Manufacturing NOTICE OF ACCEPTANCE, SUBMITTED D. CAL- '%L[TY ASSURANCE 1. :Miami Dade building Code Comj)lNirice Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test report of tensile test per ASTM 118 prepared by Q. C. Metallurgical, Inc., un I L'l S/02, signed and sealed by F. Grate. P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Engineering Express, dated 11,24 0, signed and sealed bN Frank L. Bennardo, P.E, 2. Statement letter of no financial interest issued by Engineering Express, dated 11 /24i0$, signed and sealed by Frank L. Bennardo, P.F. G. OTHER I . Notice of Acceptance o. 03- 0325.07, issued to lartirt Door 'Manufacturing, approved on 06,24. 04 and expirin , oii 06 - 14.09. C.trlu+, 1. C`trera.l'.E. Product Control Examiner NOA *No. ()$_1126,12 Expiration Date: ,June 24, 2014 Appruv al Date: fatmary 8, 2(.109 L' -2 GENERAL NOTES 1. 1FS7000R 10' -T WIDE X 7'-0' HIGH WOQOIINE (THL 3} 2. THIS DOOR HAS BEEN TESTED & DESIGNED IN ACCORDANCE WITH fK- REQUIREMENTS OF THE 2004 AND 200T EDITIONS OF THE FLORIDA BUILDING , INTU11011$nLES INTERNAL REINFORCING STELE - WITHOUT HINGES DOUBLE STILE: -ADDI 1 HINGES DOUBLE CND STILE - ADDO7KINAL INTERMEDIATE STtI E Y FPOM EACH END -Of 31 CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE MISSILE IMPACT, TAS GA WM GALVANIZED 0.60 GOAT $ TELL BACKING Z ZONE (HVHZ) AND PROTOCOLS TAB 201 FOR LARGE 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 -OR CYCLIC WINO LOADIN G ;_g= l DOORS AVAILABLE IN 20 (0.016' OVER 1. 318 - EXPANDED POLYSTYRENE IEPS) OR ODIS' VINYL BACKING OVER 1.7116' X 1PCF EXPANDED POLYSTYRENE (EPS FOAM BY 'ADVANCE FOAM' FOR USL WITH ' r7'I�T > �. 3. NO 33•U3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN ThF. $IEEI BACKING, OR BY FOAM' WITF- VINYL BACKINOL " +' - DES!GN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6) IAS BEEN Camelot'" Mixed Panel - - - -- Flushlind" Flush - - --- ------------- - U- R USED FOR WOCDANCHOROESIGN. 4 PERMIT HOLDER SHALL VERIFY THE ADFOI.ACY OF T.-IF EXISTING T' '; PAINT IS (1.0 MIL) 1 1.6 MIL) MODIFIED RrGUI AR POLYESTER, IN FIVE BASIC COLORS. > O W y q STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 5. DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE ALSO IN 54 POWDER COATED COLORS. E DETERMINED dY OTHERS ON A JO&SPECIFIC BASIS IN ACCORDANCE WITH A38 x 3 M' x 7 GALV. STEEL U.BAR REINFORCING STRUT AS SHOWN. TRUSS N THE GOVERNING CODE. 6. DOORS DETAILED HEREL4 HAVE BEEN DESIGNED AND TESTED TO THE MAXNUM SPANSAND LOADS SHOWN ON THESt DRAWINGS. REFERUJCE FASTENED TO INTERIOR VFRYT'CAL STILES W ITWO 114 -70x 1'THREAD FORMING SCREWS AND TO END STILES 14 EB WITH FOUR 1 x 1• THREAD FORMING SCREWS. ? w.. " 3 o HURRICANE TESTING LAS 1HTL10- RIVIERA BEACH. F, TEST REPORT No STRUT OUANTTTY: BOTTOM SECTION -3: ALL OTHERS 4 (, ? 7. ANCHORS SHALL BE INSTALLED PER MANUFACTURERS 'rZ_,> DOORS T HIGH HAVE 7 TRACK BRACKETS AND 7 ANCHORS THROUGH THE REVERSE PECIFICATIONS, SPACED AS NOTED HEREIN. ANCHOR EMBEDMENT TO ANGLE. WITH AN ADDITIONAL 3 ANCHORS THROUGH FLAG BRACKET ASE MATERIAL DOES NOT INCLUDE WALL DRESSING OR STUCCO. S. ALL BOLTS & WASHERS SHALL BE ZINC COATED, GALVANIZED OR a TAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSL DOORS> 8 FT. NIGH USE ADDITIONAL TRACK BRACKETS AT t2 O.0 MAX, ADD 1 9. ALL RIVETS ARE 311V DIAMETER BRACKET AND 1 ANCHOR PER ADDITIONAL FOOT OF HEIGHT . X 10. DOOR CONSTRUCTION IS IDENTICAL FOR ALL MODELS, WITH EITHER A G�BACK (INSIDE ELEVATION - LEFT) M VINY- BACK (INSIDE ELEVATION- ALLOWABLE TRACK BRACKET CONCRETEM ONRY ANCHORS' g Q 11. ASTHETIC VARIATION IS PATTERN DESIGN ONLY. -31W x 2-1Ji FAIBEOMENI -'HIT. KWIC BOLT I EXPANSION ANCHOR, 12. FACE MATERIAL IS ASTM A653,24 GA (V0.0236). PRE- PAINTED 060 -W x 2.1!<'EMBEDMENT- 'POWERS'POWER BOLT SLEEVE ANCHORS, ALV, STEEL. -318' x 2 -10' EMBEDMENT -' POWERS' WtDGE BOLT SCREW ANCHORS. 13. ALL INTERIOR HARDWARE IS GALV. STEEL WITH POWDER COAT PTK)m ._.__.__.._..... .- ...,..____...._ ...._ ._.._._ .. _...._ _ .. _. 91 R a 14. GAGE THICKNESSES TABLE 3 1 ull 3 ° C TRACK.177 ;� I� FRACKBRACIIFT.100' __ ___...__. .. _._ 2 5 m REVERSE ANGLE .051' n 2 e s HING s071, MARTIN FINGER SHIELD "GARAGE DOOR SYSTEM a m STILES.047• WOODLINE SERIES ASTHETIC DIFFERENTIATION Pattem Design only) WL Woodiine N Short Panel TABLE 2 DOOR WIDTHS CONFIGURATIONS DOOR IDTNS d OF STILES END R SUPPORT IWMtINGRi (ND MMES) V -2' 4-+ 1 2 9'•2 4 1 2 4 1 .' ... .2 --- - 31 R Ranch- Long Panel HT Hi- Tensil Ribbed -= 26. t CM FL Camelot'" Mixed Panel - - - -- Flushlind" Flush - - --- ------------- - 0 &N1DM �> I t 114.20. i' h 3 12 . 4 � - -. �RGEERS THREAD +�I'T�AD . SCREW x T E AWD FORMING SCREW ;4X) FORMING .- END SIRE �'. HINGES W712) SCREW(4XI �; BRACKETS WI(2)11a20x1" THREAD FORNIM tn- • 1 ' " (SHY 7 I DOUBLE SCREWS LWGSNE y` E ND STILES HARDENED ' .7�1 (HIDDEN 1,;�. DETAIL G aoLttH ,p) 14-20 x 1.144EAD - -� 3;'.(SHT •) 28 GA. G60 PRE•PMNTED Y •'�-- STEEL BACKING OVER F°S 1-20.1. % 71420x V R INSULAI ION (ALL SECTIONS, - IHREAD TLIREAD FOR-AL14G • _ -• FORMING SCREW (4X) - '- DETAIL C SCREW (STEEL BACKING) (4 'ER HINGE) �. 114.20. i' h IIA.2•J < t' THREAD +�I'T�AD . SCREW THREAD FORMW, FORMING �'. *I ROLLER BRACKET SCREW(4XI �; '� ; . t � `•• WI(2)11a20x1" THREAD FORNIM 41 ROLLER TINGE W7(2) 1 ' " ...�C —, SCREWS BOTTOM ROLLER 14- 20,I -Tt READ STEEL BACK VINYL BACK BRACKET Wt L THIS SIDE ,p) 14-20 x 1.144EAD - -� FORMING SCREINS DETAIL (STEEL SACKING) ,}(SHT t)DOUBLE END STILE i (1)HINGF3.. -.y t .NDSIvs \r r �; HARDENED '� LONG,STEM j ROLLER - M 1A-20 HRE !4'2 x t' 10 x t• THREAD FHREAD : -- FORMINGSCREW FORMING ( ) SCREW 14X) 'X�'i- I•..L = -' 4 PER HINGE DETAIL L (VINYL BACKING) 1 C " h IIA.2•J < t' STILES 1 /4.20 STILES Px I BECTON :tX+MING 1V7114.20 t 1' THREAp +�I'T�AD . SCREW THREAD FORMW, FORMING SCREW (4X) . . . % T -IREAr) E FORMING - I SCREW ,4X) 41 ROLLER TINGE W7(2) 1 ' " DETAIL J DETAIL H DETAIL I 14- 20,I -Tt READ STEEL BACK VINYL BACK THIS SIDE THIS SIDE Q� 1_,(StiT 1) ;21 INTERNAL -- REINFORCiNG STILES PER SECTION ' VISBLE: ON V114YL BACKNG 'IDDEN ON STEEL BACKING �]I7 T 1)OOUBLE h ENO SULF END STILE • �� . . % T -IREAr) E FORMING - I SCREW ,4X) 41 ROLLER TINGE W7(2) - BOTTOM ROLLER 114-20x 1' THREAO 8RACK FT bVI(3) FORMING SCREWS - „.'OF FAIL 14- 20,I -Tt READ (VINYL BACKING) "ORMING SCREWS �2 ',(SHT 11 FPS ,NSULATION fSEE TBL 1) -'- NA h =w B (SEE TBL 1) m — — E (SEE TBL I i 1 O 1 S (SEE TBL I) S�3 - �T )(SHI1)(1)INTERMEDATESTRES PER SECTION VISIBLE aN VINYL BACK WM HIDDEN ON STEEL BACKING spa' r �tw �X 17� � -�s N il- g . S ” 2d.1 08 -MDM- jI DESIGN PRESSURE RATING = + 54.0 PSF ! �- 61.0 PSF j • TYPICAL HORIZ. TRACK SUPPORT FOR ALT, DOORS ADOt TRACA SUPPORT CASTM.UM. RECR FOR CABLF DRUM DOORS OVEK 14. OR 5 114') W-V HIGH HORIZ. TRACK LENGTH = _ OPENING HEIGHT PLUS 18 IN. DJ �tO S L Y�W[ coU UJO N mj� r °a ro ar ' Lg_-, (SHT 1) 13 GA. STEEL FLAG BRACKET._. _ .. .. . FASTENED TO REVERSE ANGLE WITH (2) U-20z 1J2' TRACK BOLTS ,. &(2) U-2D SERRATED HEX NUTS. AND TO TRACK W. (4)1!4.20 x 1JC TRACK BOLTS & (4) IM-20 SERRATED HEX NUTS ` .jo f. __......_.. (SHT 1)31u'20GA STRLi ;" 20.1'THREAD DETAIL L FO"RM"ING SCREW (4 ! -� PER BRACKLTI -.... K "L'BRACKET .- -10 GA W" 11t.20 SEKRAIEU .,.(SHT f)EPS WSUTATWN �.. 14-20 x I, THREAD HEX AUT FORM!NG SCREWS (0) t ` (2 PER BRACKET) ` ^ - 10GAR' • -. �� ?:e BRACKE7.2X) ROLLER BRACKET `., _.._ ....� 14- ISKT1)3.14'20GASIRUT ` 100A ADJUSTABLE RD-MR � .x..14 GA GALV. STEEL TRACK 1ST SECTION DETAIL K BRACKET W/ (2) 1/4-2D x 1..7 �' _.- L.'ANGSTEM ROLLER • BOLTS (W /14-20 SERRATED 10 GA AO."USTABLE + •: � . NTH • VAR TIN 4112° - 4TH SFCTK)N ILEX NUT &WASHER) ROLLERSRACKET(2XJ ROLLER SHIELD TOPI MITT 1) 20 GA. STEEL .�.. _.. ... R) ORO.015'ViWL BACK SKIN ait TOGA ROLLER j;) ;SHT 1) EPS INSJLATION 14 20X 112' DETAIL K ` HPIGE TRACK BOLT ISOMETRIC BRACKET - _ RETURN FLANGE FINGER (2PERBRACKETj- ^� EXPLODED VIEW -- - TOGA. ROLLER 12' - -- I1&20 x V THREAn t ' x 7' ROLLER , FORMNC SCREW WITH MARTIN WITH MARTIN Z- BOTTOM \ BRACKET -- THREAD 3RD SECTION ROLLER DETAIL \ 12° (iNTERMED)47E! F- .-. .� ` \ . -• _�> (SHT 1)3.174^ 20 RA. STRUT t7 x � � SECTION A-A (SHT 2) ` -.. LON0.STEM ROLLER OVERAI q REREAD \ ._ �'j r _ it -20 x 1', EAD FORMW.. ,R s `?� 12" 2' L �-- THIC4NESB FORMING SCREW SCREW (4%) Z J... ^^ DETAIL M ROLLER SHIELD ! , % av . O v 12" 2ND SECflon ^= _;{i 1S11T 1)29 GA. STEEL 7$ O 30 1} MMRMEDWTP) GAI V WITH POLYESTER .'` (SHT 1- PAINTFWISH X IW 2C OA. STRUT 7 12" TYPICAL HORIZ. TRACK SUPPORT FOR ALT, DOORS ADOt TRACA SUPPORT CASTM.UM. RECR FOR CABLF DRUM DOORS OVEK 14. OR 5 114') W-V HIGH HORIZ. TRACK LENGTH = _ OPENING HEIGHT PLUS 18 IN. DJ �tO S L Y�W[ coU UJO N mj� r °a ro ar ' Lg_-, (SHT 1) 13 GA. STEEL FLAG BRACKET._. _ .. .. . FASTENED TO REVERSE ANGLE WITH (2) U-20z 1J2' TRACK BOLTS ,. &(2) U-2D SERRATED HEX NUTS. AND TO TRACK W. (4)1!4.20 x 1JC TRACK BOLTS & (4) IM-20 SERRATED HEX NUTS ` .jo f. __......_.. TRACK MOUNTED DIRECTLY 70 MASONRY t CONCRETE. TRACK SHALL BE SECURED WITH TRACK BRACKETS WHICH SHALL BE ANCHORED TO GROUTED REINFORCEO MASONRY ACCORDING TO 'WOOD BUCK ANCHOR SCHEDULE' (SEE SHT 4). WOOD BUCK CONNECTION TO MASONW TRACK SHALL BE SECURED WITH TRACK BRACKETS TO SOUTHERN YFI LOW PINE 2 X S WOOD JAMBS (G -0.55 MIN) WHCH SHALL DE ANCLKXt[D TO CONCRETE OR GROUTED REINFORCED MASONRY ACCORDING TO "WOOD BUCK ANCHOR SCHEDULE' (SEE Slit 4) TRACK MOUNTED DIRECTLY TO STEEL. ISF.E SHT 4) aroma 00��T An�Y z_ x� r Rte:. °os o r w u n oN S Pas r <e f; DETAIL L ! -� .,.(SHT f)EPS WSUTATWN 10 GA BOTTOM ` �-- BOTTOM ROI.IER ' SRACKE7 ROLLER BRACKET `., _.._ ....� .x..14 GA GALV. STEEL TRACK 1ST SECTION • -- S)(SI-T t)3-1W 20 GA. STRUT 4112° - eorroem ait TOGA ROLLER -. 7.712' WT. BRACKET - RETURN FLANGE -- - TOGA. ROLLER - t R BRACKET W! 1/-20 x 1' x 7' WITH MARTIN WITH MARTIN Z- BOTTOM \ THREAD FORMING THREAD ROLLERSIOELD SEAL DETAIL \ SC= (3x) FORMING -' SCREW 14X) ... SECTION A-A (SHT 2) ` -.. LON0.STEM ROLLER DETAIL N y' %(SI-T 1) 3-'X' 20 OA STRUT WITH MARTIN ISOMETRIC ROLLER SHIELD EXPLODED VIEW TRACK MOUNTED DIRECTLY 70 MASONRY t CONCRETE. TRACK SHALL BE SECURED WITH TRACK BRACKETS WHICH SHALL BE ANCHORED TO GROUTED REINFORCEO MASONRY ACCORDING TO 'WOOD BUCK ANCHOR SCHEDULE' (SEE SHT 4). WOOD BUCK CONNECTION TO MASONW TRACK SHALL BE SECURED WITH TRACK BRACKETS TO SOUTHERN YFI LOW PINE 2 X S WOOD JAMBS (G -0.55 MIN) WHCH SHALL DE ANCLKXt[D TO CONCRETE OR GROUTED REINFORCED MASONRY ACCORDING TO "WOOD BUCK ANCHOR SCHEDULE' (SEE Slit 4) TRACK MOUNTED DIRECTLY TO STEEL. ISF.E SHT 4) aroma 00��T An�Y z_ x� r Rte:. °os o r w u n oN S Pas r <e f; , , � ---------------x,' 0" MAXIMUM --------''-------- � / INSTALLATION TO V�ODD RFVFW MARTIN REVERSE ANGLE SHIELD FIL�ED CONCRETE BLOCK WTIN REVERSE STEEL PLATE THICKNESS LAC SCREW MY TO HOLLOW CONC BLOCK Wl 1-14' EWBED AT 9- 0 C. MARTIN REVERSE AN13LE SHIELD TO CONC WdFCCUTFCE-Eb �6� BLOCK (AS I ISTFD INSTALLATION DIRECTLY TO STEEL -J THEREMAT17O.C. nw=tamwm 08-MDM-0002 DIMENSIONS ;3MOTT:!�- SECTION B-B (SH 12) CONNECTION OF WOOD BLCK TO STRUCTURE PER WOOD UCK ANCHOR ULFBELOW SOUTHERN YFU OW PINE .18 Gk STEEL ATERIAEDIATE BLOCK GROUTRIED 'T;. (BHT I I EPS INSULATION - 6TILE,GLUED D CONCREIE BLOCK ANGLE SHIELD 2,114* TRACK 12"O.0 MAX T 'a WAR'lN REVERSE &L NUT ]RACK BRACKET$ Rt MARTIN REVERSE ANGLE SHIELD DETAIL 0 A' '?"O-C- MAX "~� � _ At, Cass a AAMA '? ( vatidator / Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION JELD -WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601Y Attn: Jason Kantola The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.21A440-05 & AAMA 450 -06 FW -R5V- 2045x1880 (81x74) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION JELD -WEN - Cheyenne, OR JW -9 BUILDERS VINYL FRAME JELD -WEN - Ringtown, PA JW -12 PICTURE TWIN 2045 mm x 1880 mm JELD -WEN - Mt. Vernon, OH JW -14 (PVC) (O.0) (OG) (619" x 6'2") JELD -WEN - Grinnell, IA JW -18 (INS GL) (ASTM) (CMBSO) 2. This Certification will expire January 23, 2013 and requires validation until then by continued listing in the current AAMA Certified Products Directory. - 3. Product Tested and Reported by: Quality Testing Inc. Report No.: GJW2009-002; Ref. SJW2009 -137 Date of Report January 23,2009; November 25, 2009 Validated for Certification Associated Laboratories, Inc. Authorized for Certification s Date: April 19, 2010 Cc. AAMA SBS America it ral Man c Curers ociation t , ACP-04 (Rev. 8106) �. a B PLAYKOLTTE OPTRI VR LUGHE W CC2 PLASTIC IN ACCORDANCE WITH 2808 (SEE SECTION B -B) POW LOCKPO TRACK DOOR HEIGHT OF SECTIONS OF STRUTS -3' END LOCK DES -0 8 -3 8 -9 4 S. -0 10 -8 L O OUTSIDE KEYED 10' -B' TO 12' -0• 7 S INSIDE SHORT PANEL SHOWN SNAP LATCH ENGAGES ONTO VERTICAL K. FaACEii M O DDS 8 07 it JD END LOCK DES Star INTO VERTICAL L O OUTSIDE KEYED ENO EACH SIDE /IA1ID1E . 6TILE tF4l0E HANDLE D1QfIDE KEYED LOCK SWAP LATCH LOCK OPTIW OF DOOR. N -t '�'"�T?� LOCK OPf W VrRT CAU "S ATTA -^ MINT (C -90 BLOCK oR 200D PSN Wu. enNrnne ea.uMNt: 3 /8Ya• SLEEVE AI�ibR3 oN 24• CENTERS CREWS (BOm c -so BLOCK oR 21X10 Psi MIN. CONCRETE) OR 1 /4'xe' TAPCON SCREWS DN 24• CENTERS (21KIO PSI CONCRETE). WASHERS INCLUDED WITH SLM ANCHORS. 1' O.D. WASHERS TWO POW LOCKING REQUE WITH TAPCONS ANCHORS MAY INTO TRACK BE OOUNf s'. (BUT NOT REWIRED) 40 PROVIDE A FlUSII AIWINTUKi SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. VPTITIr4A 1AVg ATIACIIYENT ( FRAME 1/2'.r LAG SCREWS ON 24' CENTERS. I' O.D. WASHER REQIRREO LAG SCREWS MAY RE COUNTERSUNK (BUT NOT REQUIRED) 7D PROVIDE A FUM MOUNM SURFACE. HORIZONTAL JAMBS W TOT TRANSFER LOAD. END OPTIONAL Zama= SHORT PANEL SMOWN� WIDTH - B STILE MAX. DON ' -0' ��'1I FROM R FRAME CON U.V. NNSnTE ELtTmTION COATING oN OUTSIDE suRFacE. OUTSIDE fi Il HANDLE LOCK BAR (4) #74x5/8' SHEET METAL SCREWS II 11 ENGAGES IN 11 II TRACK W OUTSIDE KEYED LOCK FACH SIDE � LOCK BAR LOCKING or Cook p MOLDED 5410E SECTION B -B PAN (4) 1/4'x3/$ SELF TAPPNO SCREWS LITE a OFRIONAL t0 SCREW WINDOW LITE (1 SCREWS PER UTE) Ia CA END 11NDE In 0A WERMEONIE MNOE (NOTL 14 GA mRERMEDMTE HNOE4 W DOR 24 Da EXFOTIDR HORRD TRACK SUPPORT BY O SKIN MODELS.) DOOR INSTALLER (TO SUIT) HORIZONTAL TRACK SUPPORT Err DOORS OVER 8' TALL 2xs YEUAW PDff JAMB DOOR INSTALLER (TO SSR7) 12 0A QAI.V. STEEL TRACK 8' TALL DOORS AND UNDER 13 GA. GALV. STEEL FLAG BRACKET. W� FAT" y/jO)j _g/gq EACH FASTENED TO WOOD JAMB WITH WkTW LAG SCREW LV. eRaCK TRACK (s) 5/16•K7 -5/8- LAG SCREWS. r cay. s1EE. TRACK '111----••' 13 OA GMV STEEL FLAG BRACKET NOTE: DOUBLE TRACK LOW EACH TTRACK � ONE I FiACH FASTENED ro WOW .OAS WRN NFeOWQOM AVAILABLE. 1/4 "5A* DOLT Me�NUf (3) 5 /15'x1 -b /B' WOOD LAO SCREW.. k 30' 3• TRACK AVAILABLE TWO 1/4 RNEFS. TRACK CONFIGuagm L�Y7g AS NEEDED. t 2' GALV. STEEL TRACK, SECTION r_c p TRACIF TRACK THICKNESS: .060" MIN. $ AVNTABLE AS AN OPTION p 24' TYP. 2- 1/2'x72 GA. GALV. STEEL( TRACK BRACKET). - (TYP �B) TRACK BRACKETS PER SIDE (UP TO 12' HIGH). LHR TOP BRACKET 2' OALV. STEEL tTWWC�K1L, IS)T P TRACK TFaCxAESS:.080' D AKE BETWEEN FLAG AND TOP TRACK BRACKET Z• �� NOT TO EXCEED 30' O.C. DOUBLE HORIZONTAL DOOR TRACK p gg HEIGHT 'L' IYP. 2- 1/2112 G OPLV. STEEL TRACK BRACKET. p (TYP ♦(I BRACKETS NOT TD EKCEEDIJOO.C. (FACTORY ATTACHED) ¢¢�v 9 - DOUBLE TRACK 7Rfi1! ) 3 -1/2• 10 _g 112 LOW HEADROOM OPTION N4IE TRACH CONFIGURATION 1 - ABOVE THE DOOR OPENING 12 -0 1 DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. s r ' a 27 GA. MN. STEEL EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRUM AND A BAKED -INN POLYESTER PADRED 7DP COAT. STOP �)DODR INSTALLER CFO 2• THICK —S9.RINff FILLED CHANNEL SEPARATES — FROM AND BACK SKIN OF am `FOAM 1 IM Pd.VSi1'RM FOAM TH EXTERTOR IAM5W1TE0 INTERIOR SKIS. NID - 12 GA. GAIN. STEEL TOP ROVER BRACKET. EACH 1BRA'C�K /8 W /(4) TONOUE AND GROMMETKJOINTS 2 -1/4' TALL . 2D GA OALV. STEEL U-84R. U -SAR ON AS SHOWN IN TABLE ATWCHED AWI(H (21 1 4'tS /= TAPPING SCREWS 27 OA STEEL NTERKM SKIN Wf1IH -1 G-80 ON.vANIZIN6, BAI(ED -OK PRMER N AND A BRINED -INT POLYESTER PAWED TOP COAT. 13 CA. OALV. STEEL BOTfINI BRACKET. ATtACHEO LINT (4) /ttd /B' sTEET METAL SCRE15. ALWNUY ATHER9KIN ee_a:r 2• 8 YOWL MATKERSTRW. `f188STGEA..�MMN. dLLV. STEEL CENTER HSKE EACH /tid SHEET MEt ( KVL 14 QA MY. STEEL ROLLER KINDS FASTENED TO END SIRES W 4 EACH %14.5/8' SXEEf METAL E SHORT STEM STEEL ROLLER WITH STEEL OR PREPARATroN OF JAMBS BY Ci1NERL THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BLDG. CODE OR IBC (ASCE7) FOR THE FOLLOWING CONDITIONNSS.. t ENCLOSED BUILDING, 2 DOOR HAS 2' OF WI TH IN BUILDING'S E5R) ONE, 3 IMPORTANCE FACTOR OF 1.0 4) ANY AND 51 * NO SPEED MPH 100 110 1 1121 1 EXPOSURE "Wt. B MEAN ROOF HEIGHT 30 30' 24' 30' DESBN EN65EER: WINK P.L' F AuA PE. /48485• NC PE. 23832. TEKAS P.E. /01513 WILL J THE DESION OF THE SWPORID RU TS B STRUCTURAL ELEMENTS BE THE RESPON54NIM OF THE PROVEIIAI. W OESKRI LOAM 42BA P.S.T. k -IBA PSJ. RECORD FOR THE BUILDING OR STR 111 AID IN ACCORDANCE TEST I LOA ,42.0 P.S.F. d - -2 P.BI. WITH CURRENT BUWM CODES FOR THE LOADS LISTED ON THIS DRAWODL 'orda Building Code Online Produict'Approval USER: Public User Page 1 of 2 &I.' Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License _ Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10386 New 2007 Approved Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770 -6062 mwesterfield@clopay.com Scott Hamilton shamilton @clopay.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Scott Hamilton PE -62386 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 05/21/2028 Gary Pfuehler Validation Checklist - Hardcopy Received FL10386 RO COI Certification of Independence of Validation Entity- Gary Pfuehler.odf FL10386 RO COI Statement on Independence of Evaluation Entity- ScottHamilton.odf Standard Year ANSI /DASMA 108 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 h / /floridabuildin .or �r/ r app dtl.as x? ram =wCYEVX wtD ud %2fA7Y2PJ Vu c RL... 3/4 /2010 ttp: g g/P P _ p Pa Q q Y Q. l .Oda Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/19/2008 OS/16/2008 05/26/2008 06/24/2008 Page 2 of 2 Summary of Products FL iModlel, Number or Name Description 10386.1 01 W4 -09 DSIE- 1F171: 4300, 4301, ;Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 4310, 4400, 4401, HDG, HDGL, HDGF, 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage 66, 66G, 67, 67G, 68, 68G, SP20, SF20, ;Door SE20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, N/A Design Pressure: +28 PSF / -29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet ;the impact resistant requirement for windborne debris regions. The :product without glazing DOES comply with the impact resistant ;requirement for windborne debris regions (ref 1609.1.4 FBC). http * / /floridabuilding.brg/pr/pr app dtl. aspx7 param= wGEVXQwtD4ud %2fA7YzPJyVugxcgAQn... 3/4/2010 �� IAN � � � No�►�S NOTICE OF ACCEPTANCE (NOA) www.maimidadeeo-v/-buffdini!code Jeld -Wen, Inc. (OR) -' 3737 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Custom Collection" Aluminum Clad Wood Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 07 -JWN -0012, titled "Custom Collection Double Hung Window — Large Missile Impact Resistant ", sheets 1 through 6 of 6, dated 03/05/08, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division, MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perea, P.E. NOA No. 08- 0402.03 Expiration Date: September 18, 2013 Approval Date: September 18, 2008 Page 1 c Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBM TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07-JWN -0012, Sheets 1 through 6 of 6, titled "Custom Collection Double Hung Window — Large Missile Impact Resistant ", dated 03/05/08, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of a custom collection aluminum clad wood double hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL - 210 - 3441 -1, dated 08/28/07, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS . 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineering Express, dated 03/05/08, signed and sealed by Frank L. Bernardo, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE • 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated March 18, 2008, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated March 18, 2008, signed and sealed by Frank L. Bennardo, P.E. 3. Laboratory compliance letter for Test Report no. NCTL- 210 - 3441 -1, issued by National Certified Testing Laboratories, dated September 12, 2007, signed and sealed by Gerard J. Ferrara, P.E. �--� E -1 / Manuel PCer G Product Control .NOA No. 0 .03 Exp1ratlo4 Date: Sept,e er 18, 2013 Approval Date: September 18, 2008 . • r 1 9 Jeld -Wen. Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS (coNTPaw) 4. Addendum letter of Acrylic Sealant for Test Report no. NCTL- 210 - 3441 -1, issued by National Certified Testing Laboratories, dated June 25, 2008, signed and sealed by Gerard J. Ferrara, P.E. 5. Addendum letter of the Silicone Sealant for Test Report no. NCTL- 210- 3441 -1, issued by National Certified Testing Laboratories, dated July Ol, 2008, signed and sealed by Harold E. Rupp, P.E. G. OTHERS 1. None. Manuel Perez, P Product Control Exam U NOA No. 08-040 Expiration Date: September 18, 2013 Approval Date: September 18, 2008 E -2 z CUSTOM COLLECTION DOUBLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT (2) ALUMINUM WIND CLIPS PER JAMB � I NOTH: MAXIMUM FRAME DIMENSIONS DD NOT INCLUDE INTEGRAL NAILING FIN. _TYPICAL ELEVATION N.T.S. EXTERIOR VIEW GENERAL NOTES 1. THE SYSTEM n..,.. , WITH 4. INFOR FROM' REGIS USE IA s BEEN DESIGNED AN TESTED WILDING CODE WITH D zo06 " O-E PERT � 1211 ,E STRESS rS M DURATION HAS 255URE5 CALCULATED FOR USE BY OTHERS ON A JOB SPECIFIC nu, wv u coMPDNENTS OF THIS PRODUCT SHALL BE PRESSURE TRFATED WESTERN PINE OR WESTERN WOODS WITH kSEOR GREATER DENSITY UNLESSNOTEpOTHERWISE. 7. U�VTTS GLAZE6 AS SHOWN HEREIN ARE LARGE OLTSSiLE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS, 8. PLASTIC COMPONENTS USED WITHIN THE HVN2 MUST MEET ALL APPLICABLE FIRE/SMOXE/W PERFORMANCE REQUIREMENTS AS SET FORTH IN THE nVE -NOTED BUILDING CODE. 9, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRffiED IN THE A86VE -NOTED BUILDING CODE. MAXIMUM ALLOWABLE DESIGN PRESSURE: +551 -75 0 �1YPICAL HEAD ASSEMBLY wee a % N.T.S. VERT VIEW L T%F. U 'PS _ (1) #WV.' FLAT HEM SCREW, 6• (1) #8xl' RAT 2 FROM HEAD /SILL, AND AT 6'•6.O.c. EACH TOP CONER OF ISGAx1' NAILS 5 18GAx1' NAILS 5 2 FRAME EXTRUSIONS AT 4 "•61 O.C. A7 8'•8" O.C. 16GAx1 °NAILS STAPLES PER 7/1 la 10 AT 6• -8" O.C. rrnn 12 INTERIOR 12 U e ro `r 1 o� W. 23 n« W (2) *6x3/4' /SCREWWS 4 AT�"4• -6' o� 15 12 15 Z 6,6-8 "t 24 O a it 15 iZ 12 16GAx1' NAILS ,. • A78'•8° O.C. EXTERIOR (3) 16GAx7/16°x2• LU LU 10 15 fOPTIONALSCREEN 15 10 STAPLES PER CORM (2) 06x1° FLAT .. .. (HEAD SCREWS HEAD SCREWS PLASTIC CORNER KEYS • .. • • • • .. • ............... . zz � SECURED BY DIMPLII9G 22 gg (1i 47xi/z° AND SILICONE FRIED .j FLAT HEAD g © s TYPICAL JAMB ASSEMBLY o TYPICAL JA $� 2 N. 1.5. HORIZ VIEW MB ASSEMBLY 17 12 2 N.T.S. HORIZ VIEW 7 46x5/" SCREWS (1) FOR FRAME 46x5/8' SCREWS: 19 WIDTH @ • (3) FOR FRAME • (2) FOR FRAME as WIDTHS <a25" 14 WIDTH >25° " (4) FOR FRAME �T WIDTHS >25" •1'1 15 12 g j GLAZING TYPE (1)47x3/4 "FLATHEAD GLAZING TYPE SCREW AND (L) 47x2` 1/4" LAMINATED LMI 3 /4'IHSULATED LAMINATED 9 FLIT HEAD SCREW FOR USE AT AN1jHEIGNT ABOVE GRADE NOT FOR USE ABDVE �' AglSyE GRADE _ /-OPTIONAL STOOL (2) #7 SCREW PERLATB T HEAD ® r _ _ L_ 1/8' ANNEALED 1/8' ANNEALED 1i8` ANNEALED 5/32' ANNEALED k , u•: ------J 0.090* Sep g INTERLAYER 11/32°GAP 0.080"SGP _ c INTaew 21 3 0 U NE DOW SEALANT MIN. SILICONE r 13 GLAS S SITE SEALANT 1/2° MIN. GLASS SITE • • . 18 S7TA /16'xSg" _ STAPLES AT 4 °-6° 0. C. DOW 899 SO.ICONE . (1) 48x13;• FLAT HEAD SEALANT SCREW IN EACH ST 17GAx7 /16'x154" BOTTOM CORM -. FRAME EXTRUSION F STAPLES PER BLOC!( - 1 GLAZING DETAILS 07-]WN -0012 VERT BECTION ASi mad. 01 SEMBLY CQTYPICAL SILL AS F°"�"� VERT VIEW 7V&fiami 1'fhfoF: DENOTES =OR THROU NAIL FIN, TYFIC (DIAGRAMATIC ONI I 1 ANCHOR ELEVATION MAX t--MAX MAXfi EXTERIOR VIEW ANCHOR NOTES: 4• SAX / 4" MAX tH TO WOOD BULK OR HOST STRUCTURE 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH (0-0.85 MIN WOOD)a MANUFACTURERS' RECOMMENDATIONS. • 314 WOOD SCREWS WITH 1.1)2" MIN. 3. WHERE ANCHORS FASTEN TO NARROW FACE OFSTUD FRAMING, THREAD PENETRATION. ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD 1/4° LAG SCREWS WITH I -112" MIN. (i.e. 3/41 EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). THREAD PENETRATION. r -T GREATER DENSITY. o 6� MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, / BRICK, AND OTHER WALL FINISHES. MAX A 1 � 4 o 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING. EM-MG 4' �Ir O.C. 4• WOOD FRAMING MEMBERS, Nor INTO PLYWOOD. MAX MAX MAX 0. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO 37-'V MAX FRAME WIDTH - — I 1 ANCHOR ELEVATION 4 N.T.S. EXTERIOR VIEW ANCHOR NOTES: ANCHOR SCHEDULE: 1. SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS AND /OR SPACING. TO WOOD BULK OR HOST STRUCTURE 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH (0-0.85 MIN WOOD)a MANUFACTURERS' RECOMMENDATIONS. • 314 WOOD SCREWS WITH 1.1)2" MIN. 3. WHERE ANCHORS FASTEN TO NARROW FACE OFSTUD FRAMING, THREAD PENETRATION. ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD 1/4° LAG SCREWS WITH I -112" MIN. (i.e. 3/41 EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). THREAD PENETRATION. 4. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE' Ge0.55 OR GREATER DENSITY. S. MINIMUM EMBEDMENT SHALT. BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING. EM-MG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, Nor INTO PLYWOOD. 0. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. i 0 ® 'A 9 1114 INS m �gd Q of Ll �pj4p,O E i 1=�J WN -0012 01 0 INSTALLATION EXISTING WOOD HOST EXISnNG WOOD HOST sTRUCTURI A C STRUCTURE OR OR PRESSURE TREATED 2X WOOC A AT FRAME HEAD PRESSURE TREATED 2X BUCK BY OTHERS N.T.S. CAULK BETWEEN PIN AND VERT VIEW WOOD BUCK BY OTHERS. 2 Hosr STRUCTURE BY OTHERS vp H 5 5 2 I �� SHIM f ANCFIbilaainrvcriai��j 10 10 1 .. `'.- WH?,5�,;.y:w.ti: SCHEDULE EDGE 12 y EXISTING ; 1sT. / INTERIOR 12 1 d f +'4'PiN6H. "a;7� N E 114• MAX acs, SHIM p} / E PERIMETER CAULK BY OTHERS �N N CAULK BETWEEN FIN AND HOST STRUCTURE BY OTHERS U f. OPTIONAL SCREEN EXTERIOR u J. - ..... ... ....' .... ............ ..... ..... .. .... .. . .. ........ +.•.I.IJr'F 31-W MAX O.L.O. WIDTH 22 34-3'B MAX SASH WIDTH -PERIMETER CAULK PERIMETER CAULK BY OTHERS BY OTHERS i r 37J4- MAX FRAME WIDTH INSTALLATION INSTALLATION c AT FRAME JAMB D AT FRAME JAMB m 4 N.T.S. HORIZ VIEW q N.T.S. HORIZ VIEW S I:ii:r= •p•,; -:.F :a CAULKBETi�NWEMFIN AM HOST STRUCTURE BY OTHERS INSTALLATION s AT FRAME SILL t} N.T.S. - VERT VIEW �• t SEE ANCHOR SCHEDULE AND ANCHOR NOTES FOR RE2UURED EDGE DISTANCES AND EMBEDMENTS. 00048SZWARD9l P' f MR r A O m N rrLn� ZZ IOR :DOLE M9 PEEN FIN H MOSTE B: 0 LL W �j W a, 1,11111 =d F&aida r1mi ft0.1aamtyi,D+ }adthtBC °. Code . DkL•vw lrliy� (3) 16 GAUGE, 1116 STAPLE PER PRIME CORNER, co RNI3i KEY FRAME TO Flit SILLLWT APPLIED THROUGH APPLIANCATION HOLE, FRAME SQUEEZED AT DIMPLE TO FINISH. i ASSEMBLY DETAIL § N.T.S. ISOMETRIC 0 ® "i tie cc N� E OW ND� q pig j 1 1111 __ loll lim e 5 {- --- -- 4.1441 I y 4.33 6� 0.790• .4" 0.654 0.672 �� -T � }--- 1.778• --{ }---- {0.656° 0.411'- --� 0.825" 0.672• INTERIOR IMPACT RAIL 1 HEAD 2 JAMB 3 WOOD SILL �H HEAD FILLER SIDE STOP o GLASS STOP 6" - 1'-0" WOOD 6° n 1' -0• WOOD v 6'-- V-V Wo1w `� 6° ° 1'-0' WOOD �'J 6 -° 1' -0" WOOD 61 ° i' -0• WOOD 0.875" {-- 1.313• -f }- 1.313` -{ t- -'1'833 °---� t-- 1.313•- � - -�-}- ri M --{- 0.438' I-40.625* UPPER STILE L WER STILE BOTTOM RAIL INTERIOR INTERIOR INTERIOR GLAZED 7 - o �- GLAZED STILE_GLAZED TOP RAIL @,r- GLASS STOP 6' ° 1• -0° WOOD 6• n 1' -0' WOOD 6" m 1' -0° WOOD '1' V 6" = 1' -0" WOOD 'C'C 6' ° 1' -0" WOOD 6• n 1•-0' WOOD 0.050' 0.050' 1.634 0.050" -r 0.639° � 0.050° t--- 2.618°--- t�0.314° 0.040°h'� T 0.063• o.eal• 1 889' -} ( 0.020• I 0.41 0.357° 0.926° I i ---4- �-- 2.661 ° ---� EXTRUDED UPPER INTERLOCKING INTERLOCKING IMPACT 13 NOSE SILL ,/'CRATE CLADDING SASH CLADDING ` JAMB LINER TRU -LOK SCREEN RECEIVER 6" n 1' -0" 6063 -TS 1 6• ° T -0" 6063 -TS 1 6• ° 1' -0' ALUM 6 6` a 1' -0" PVC 17 6• ° 1' -0' 6063 -Ts OF $ �� -1 PARTO DEBOR6n= L1A1'EWAI. WOOD RBMARIT9 WF016LWJ _ HEAD IAMB PRESSURETREATEDAURALASM 1 3. WF0223S1 SfiB 1AM8 WOOD PRF$4UItp TREATED a WF0227SL WOOD SILL WOOD PRE86 IRSTREATED S 4 WF04MBP HEAD FILLER WOOD PRE85URETREATEDAURNLASM S WFO36ORP INTERIOR SIDE STOP WOOD PRE88UKETREATEDAURALAST® 8 WFOWSP IMPACT RAIL GLASS STOP WOOD PREI E TREATEDAURALASTO 7 8 WFO28M UPPER STILE vmw WOOD PRE93URE TRFATEp AURALAB'1'Qf WFeas3gT LOWER STILE PREB8IATE THEAT�(AURALA9TQd 9 WFG367M BOTTOM RAIL PRESSURE TREATEDAURNASIV 10 11 WF0234BT WFai35RA INTERIOR GAZED SMX _WOOD WOOD P 6TRFATEDAURALASM IIVTERI�L (dlA2@p 7pp RAIL WOOD I PRESSURE TREATED AURALA3110 12 WF63788P 1 INTERIOR GLAZED GLASS SLOP WOOD PRESSURE TREATED AURALASm 13 14 18 AC-009 JODSN{ I EKTRUDED HOSE SILL UPPER INfERLOCIONG RAIL CLADDDVO SASH CLADDING 6p8{g6 6009 -T0 ALUM ROLL FORMED 16 1T 31176&4 JOOa2T IAMB LINER TPA). LOK PVC BY IPi1EK INTERLOCKING IMPACT SCILEEN RECEIVER 6083.76 1 WPO29M SILL SUPPORT WOOD PRESSURE TREATED AURALASf® 16 JC0428 LOWER INTERLOCK RAIL 6063.78 21 WF03B3&+ 04D301 SILL STOP SILL CLADDING W000 PRESSURE TREATED AIAlALA6T® gpgi.7g 21 X . .m M SIB IAMB CLADDING gpg;{.76 23 JO0-m HEADImS CLADDSTfl 8083 -76 24 26 WFTI3TTL7 PARTING STOP IAMB UWER . .SS W18A9 SILL WEATHERSTRIP PVC BvwrFx V .IC -2 BOTTOM RAIL sNL%m 6063-76 28 669 SIUODNE SEALANT Sf1.ICOFIE (TT DOW COWVA1tfl _ 2B _ 12094 FOAM PILLED BULB WEATHERSTRIP • iWC '� gy'ApgESgURy . a AAtlxv� v4 04o,4,n �A !iW Deta 0.050° 14ma -0? }- X0.625° � I�Ju;niS7mk•(h a� M 0.464° . - 87 I 0.594° 2.063' - -4 0.953" --1 LOWER �0•�?' 18 SILL SUPPORT 19 INTERLOCK RAIL ZB SILL STOP 5"- 1'-0° WOOD 6• ° 1' -0" 6063 -T5 6' ° i 0' WOOD ILL CLADDING GJ. 6 +°1• -0• 6063 -T5 3.016' 0.080' 1.375° --{ 0.050° + JAMB LADDING 6° ° I'-0" 40637 3.018" aoso" 1.37s -{ 0.050' HEAD 23 CLADDING 8' n 1' -0' 6063 -TS for ., rm ga � N 011! 3 Zry 2 i Irl .9 % NOTICE OF ACCEPTANCE (NOA) www.miamidade.uov/buldingcode Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is Ding 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 blow. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" EPS Insulated Garage Door with Impact Resistant Lites to 910" Wide. APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07- 0807.14 1 Expiration Date: September 20, 2012 Approval Date: September 20, 2007 Page 1 J I Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68,4300/01, 4310/67/HDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202, 2) Large Missile Impact Test, per FBC TAS 201, 3) Cyclic Wind Pressure Test, Loading per FBC TAS 203, Along with marked -up drawings, prepared by American Test Lab, Inc., Test Report No. ATLNC 0823.01 -06, dated 12/18/06, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchoring calculations, dated July 30, 2007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM E8, Reports No. HETI- 06- T604/605/606, prepared by Hurricane Engineering & Testing, Inc., dated 09 /22/06, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160 -04- 63365, prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959 -500, prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated 10/04/05 and Report No. 3094867SAT -001, dated 04 /13/06, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS 1. Statement of code conformance, dated July 31, 2007, signed and sealed by Scott Hamilton, P.E. 2. Statement of no financial interest, dated July 31, 2007, signed and sealed bX Scott Hamilton, P.E. 4:�412-8/07 Carj6s M. Utrera, P.E. Product Control Examiner NOA No 07. 0807,14 Expiration Date: September 20, 2012 Approval Date: September 20, 2007 E -1 CLOPAY MODELS 4300 4301 4310 4400 4401 HOG HDGL ,CLORAY MODELS H400 H401 H300 H301 H31 HOLMES MODELS 66, 67. 68 — 2• s Y x 0.038- MIN GALWUED STEEL BUCKER PLATES ATTACHED TO KCi ®DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (NOT "ISLE FROM OUTSIDE). REINFORCEMENT PLATES ARE LOCATED AT THE TOP AND ATOM �� OF EACH SEC'ION AT EACH MNGE LOCATION. ou ew.ops yA A& GPGD AL: 0'E RpW d WAG- " - GLAZING w EMIEB TO' SEDDON ($NO" DR NEKT -TO- THE -TOP BECTON (KO 18 -1 Y tt'. YMZING 'xim°ol � IS 1920 IS v SLA243 G INJEC3N GE LEKAN DOOR HLJGHT OF SECTIONS- '- AN, SIN, fx2 AIRBAG w 4 ACCORDANCE ITH MI SEE SE TM WITH EG 2mB BEE 8ECT3N 8 -8 ASBEMWLY PETALS 14 GA GM.V. STEEL END HINGE FASTENED TO END SMES W /(4) EACH _ �g qt I }� e- YN(mWOi WITH - 9' -0 -- -�{ �IAitH frNEL IG WR'c¢ TRAIL HETAR 2.5 Wim MB _ rnI sx a Gon¢ ___ - ITE it --- _ 'I LacK Po9T3N ((aoin 9067. sEf 4400 N400 KCi IAYODi d EAt�i LOdK FOR DETA¢S �� auar ou ew.ops F " - TABLE 1 'xim°ol � HOG., 6] DOOR HLJGHT OF SECTIONS- IxK 5Q �w LIKK a Ho4ml� 6 4 14 GA GM.V. STEEL END HINGE FASTENED TO END SMES W /(4) EACH _ �g qt I }� e- YN(mWOi WITH - 9' -0 -- -�{ 78 7089 5 • T t e TWO 1/4- %VETS. �'ti1Th2N TOPIC 1 9 7 AAC ONAn +N w 21• wI1 �IAitH frNEL IG WR'c¢ TRAIL HETAR 2.5 Wim MB _ rnI sx a Gon¢ sT�A.c LNI 4400 N400 KCi S1gE sum. Bm.T �� auar ou ew.ops F txI wa'o1E sma 2J OA YIN. E %TER3R SKIN RUSH P:NEL 'xim°ol � HOG., 6] WS1F nwMr IxK 5Q �w LIKK a Ho4ml� BRKXCH BRACKET ED WITU ORE 14 GA GM.V. STEEL END HINGE FASTENED TO END SMES W /(4) EACH t /a'xg/i & NUT Q$ 2 -3/4' ALI Nod /8• StRBI 1/LTAL I r 7 (4Ta'PP1O/O4G v /SaE4'WS. e .� 4 rmE v1EW ^B ®SECTION B —B GEM 'D• `�MULTHPUR aft X= ONE- PFSISfAN � / Zw MOLDED CE LEVCT3N MOLDED GE Olff 9x24sxT NATIVE FRAME & GIALND. POLYSTYRENE REGIMEN FASTENED TO FRAME WON (t0 8 x 3 4• PA4 REM TAR[ F 7 IN MISER HETAR 2.5 Wim MB YODEL 4300 Hb0 MOI1F1. NWG B DESCRIPTION EXT Z7 C0. MOM. ERIOR SALTIER RAGED P 4400 N400 N A 24 CA MW. EXTERIOR STN• SHORT RAGED 1 A 24 GA. YW. I W' F PA 4301 "301 88 2J OA YIN. E %TER3R SKIN RUSH P:NEL 4510. 4310 HOG., 6] 2] G0. ION. EXIERK)R 9QNi WIDE RAGED P SECTION A —A II—ML 'A.uA CIYNRL Sk—'ES k7_1 SACx sAw d Goon. 2' THICK --I t1nm1T• 2T a (In18. 131)1 fEFR3R STEW SNw t106 nQD 3PSNRIN SLi K9,® mMWL10 OJAJA') W'H C-M MPL GLLY. SAI3D -DIN PGLYrsw vAwEln td COY A%KIFD EL BOTH 90t3 d STEEL SKM. (IDWE JAMB CONFIGURATION 2.5 Wim MB STOP MOULDING BY DOOR NSTALLER (TO SUE). 18 GA GALVANIZED STEEL END STILE (ATTACHED WITH ONE ON CENTER DISTANCE FACTORY INSTALLED 88-18 x 1/r WAFER -HEAD SLEW MID ®NETHER SECURED UPON 097ALIAIKIN WM MNGE SCREWS. t7 IN. STEEL TRACK WACKIT FASTENED TO OD JAMB REOUIRIM WITH -x1 -1 2' ss REW PER Iml 1a ¢i GAILY. STEEL. INT ER H`KE BRacKEC 2' STEEL TRACK FAS1ENEO ro ?DEREK 9GN/BncKER PRATE wIw (s) 8145/8' SHEET METAL SCREWS ED TO TRACK VII POLING PUBHNUT 5 OGQUEp ON FACH ROLLER SHAG. BRKXCH BRACKET ED WITU ORE 14 GA GM.V. STEEL END HINGE FASTENED TO END SMES W /(4) EACH t /a'xg/i & NUT Q$ 814,5/8. 9r I1: MEMA SCREWS & (e ) t /4• SFlA TWO 1/4- %VETS. r 10 BAL STEEL ROLLER (1 -3 /18'x7 /1814-) WBH STEEL OR NTLTON TIRE. MIER �L�ETS (22 -ILA 5 -3/87. EACH BRACKET 14 DA WW. ROLLER HUM FACT HINGE FASTENED ro ENC SIM WITH (4) 8145/x' SIM META. AND (4) 1 /413 /4' SELF TAPPING SCREWS. SEE VRW 'B•. Y TALL x 20 GA CALM. STEEL U-BAR. TWO U -BARS PER SECTION. EACH U -BAR ATTACHED WLTH 1/413/4• SELF TAPPING SCREWS (2) SCREWS AT EACH END ANTI eLTERMED. STILE LOCATION. (OA18' ACM.) wiEROt STEEL SKw QIwUD% WRH G-4G ® BAKED-OV' PoaYFSD5I PAN1ID TOP A GOAT AITLEO TO BOTH 906 d STEEL SGN. 13 GA OM.V. STEEL BOTTOM BRACKET. AUACHED KMI O) 114x518• SHEET MEAL SCREWS, KNUM EKTRUS ON & VMYL ftlum FR5IRM. TRACK CONFIGURATION HDW C K ER (TD 9Ro CENTER 19WG REQUIRED FOR DOORS DYER B' H00". VERDCAL TRACE 4TTACHED TO RAG &POET "It� 98tH (1) 3/813/4• CARRAOE !ELT. I 13 O0. F 8 STEEL FINv 9RACKET. EACH FASTENED 10 1300 GAV. STEEL (s) ND BRA-1 /Y EACH ST sCREO VERTIGAL TRACK ATTACHED ro H.. AL w TRACT WITH (2) 1/4.7/4• TRACK BOIS 5t 2' GAM STEEL TRACK. 25 TRACK TNIC(NLSS: OA80•. t 1' i¢ K. AN'EL 111. 2- 1/2••12 GA. GALY. STEEL TRACK BRACKET. ABEL (4) TRACK BRACKETS PER SOE (UP TO IF MOH} (S) TRACK BRACKETS PER TIME (OR ro IC MOD. I a- m--!B -9 WWI ft 7(S TRIO }'`•••:.3 "4Ctii (a) TRACT BPacKETB REa SEE (w ro 1Y wQry PANEL DED O Yt' .. PREPARATION OF JAMBS BY OTHFRS BF IHF REBP �m THE OFF PROTFE SI NAL O REco� MR THE BUILD'NC OR STRUCTURE AND IN ACCORDANCE WMI CURRENT WILDING COBS FOR THE LOADS LWED ON TMS GRAVING. JAMB TO SUPPORTING STRUCTURE ATTACHMENT " IM FROM HO LOAD FROM ) NOTES I AL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2.8 VERTICAL SYP (GRADE 82 OR BETTER) JAVEIS. NO LOAD FROM THE DOOR IS TRANSFERRED rO THE HOR120NTAL (TOP) JAMB. 2. ALT JANE FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROAOL A FLUSH MOUNTING SURFACE H FASTENER 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NX USED IN THE CALCINATION OF ALLOWABLE LOADS FOR TYPE ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAM SOLID BY NOT LESS THAN (3) 2x8 PRESSURE TREATED SYP MAX. O.C. (GRADE 02 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 P9 NOMINAL EX!i4EME FIBER STRESS IN BENONG (Fa. STUD WALLS TO BE CONTINUOUS FROM TOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE x6 SYP CCRgDE 2 OR BETTER) WOOD JAMS SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR 2x8 VERI,UN. JAMB CONCRETE COLUMN. BLOCK WALL CELLS SHALT. BE FILLED WITH CONCRETE MD REINFORCED WDH REOFORCWO BARS EXTENDING INTO THE FOOTING AND INTO BE DEAMS. AJ. BARS SHALL BE CONTINUOUS FROM THE TIE SEAMS TO FOOTING PER BLOC( WALL OR CONCRETE COLUMN. OLTICK BALLS AND CONCRETE COLUMNS TO BE OESGNED BY THE SUKDWG ENGNEER OR ARCHITECT OF RECORD. 2x6 JAMB T .v L?tORTING STRUCTURE ATTACHMENT a In TOP BRACKET MrHORIZONTALS TRACK LOW OOM0 DESIGN LOADS: +48.0 DESIGN eNK»EfR C SCOTT HMV4.T0% P.E. RORIM PE No. 83288 MAEMUM ON CENTER DISTANCE rim mliF�f)WTm11ITG'r;)iC:7i BETWEEN AS REOUIRIM C- BL FOLtO✓ OR ss IO -1/2- rmr[ �4KeaFFERIQa'�yltr:LrF 1 4 x 4 (1-3, 4 0 W APCON CO 2-1 DIRT 4 -1 4 9MPSON STRONG -TI INTONE -ALL ANCHOR ISTANCE 21 -1 7 INCLUDED =:saes Z x 4 1 -S EMBED LAG REIN ATOJ A -1 YML I x 4 Z -1 EY -IT -1 N . LO; 24 4 6�dy ®df��di� il$:iiflCSiRS�laiT�F:SiE::� rYilif?t3O ifICSRiEZYF'SliiriR��L7iF (E)csuTL'tiRFtsitlLE�rvr.. i�t- �ar�srar..:TK rtii�7➢I ,iF)CSifF9®'F)imi� �EEiliFC3i1 DESIGN LOADS: +48.0 DESIGN eNK»EfR C SCOTT HMV4.T0% P.E. RORIM PE No. 83288 FIRST AAC)ER /SPEW STARTMO FROM BOTTOM AT NO MOPE THLV W OF MAKMUM OR CINfER DRTANCL. ,P - �/(� /"""ST MIC"CR/BCRLTF INSTAI'A'N AT lFA4T —AS HiOH AS THE DOOR OPCNwO HE3NT. SF 0 PSF: -1 AID AY IAX M.V MDXFS COMPANY N/A °'°sue I 9'o'W x tro•H s 0 MAEMUM ON CENTER DISTANCE STEEL 9ALDWG TYPE BETWEEN AS REOUIRIM C- BL FOLtO✓ OR _ t/P x 3' (1 -1/4' EMBED) Gt0 TAPCON CONCRETE MCHOR (2 -1/2' YIN. EDGE OSTA ICE) IO -1/2- 1. O.D. PSI MGN 1 4 x 4 (1-3, 4 0 W APCON CO 2-1 DIRT 4 -1 4 9MPSON STRONG -TI INTONE -ALL ANCHOR ISTANCE 21 -1 7 INCLUDED FRAY �20W PS KN, Z x 4 1 -S EMBED LAG REIN ATOJ A -1 YML I x 4 Z -1 EY -IT -1 N . LO; 24 4 1 INCIIDEp FIRST AAC)ER /SPEW STARTMO FROM BOTTOM AT NO MOPE THLV W OF MAKMUM OR CINfER DRTANCL. ,P - �/(� /"""ST MIC"CR/BCRLTF INSTAI'A'N AT lFA4T —AS HiOH AS THE DOOR OPCNwO HE3NT. SF 0 PSF: -1 AID AY IAX M.V MDXFS COMPANY N/A °'°sue I 9'o'W x tro•H s 0 03/13/2014 11:20 5615336170 SOUTHFLORIDACASUALTY PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE 3/13%2 14 ) THIS CERTIFICATE 19 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES RKOW. THIS CERTIFICATE OF INSURANCE DOW NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHOR=0 REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. INAPORTANT: If the aeryllogte holder is an ADDITIONAL INSURED, the polloy(los) must be endorsed. if SUBROGATION IS WANED, subject to the terma and conditions of the rmltey, Certain polleles may require on endorsement, A stioment on this CerUfleate does not confer rights to the CertN(ksta holder In Ileu of such errdorsamaetfsL 907Mg FWRIDA CASTJALTY NAME: PrIDNE% . (56l)S33-6144 c No.(561) 5 415 ]Worth 9th Street 14a7atana, FL 33462 ADDRE$&Elalna @soot hfloxidacasual . com nraalel AFF0kaWM OOVERME INSURED N�i Renovation FA Cos struct3.on Group Inc. INSURrzRA: Soot:t:sdale InSlUrance 13876 SAP 56th Stxeet, Suite 136 INSURER B: Miami, FL 33175 INSURER C: 305- 380 -6656 office INSURER D: 786 -417 -6229 call INSURER E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE ,FOR 'THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, OVER LTR TYPE OF INSURANCE POLICY NUMBER b LNYIITS QENERAL LIABILITY EAOH OCCURRENCE 1,000,000 COaMABRCIAL GENERAL LIABILITY =leas Ea o+xurrerroe s 1 OO , O O CLAIMS -MADE 7 OCCUR A M60 EXP (Ary ws Posen) S 5,000 CPS1911253 2/2 4/14 2/29/15 PERSONAL &AwwJURY g 1,000,000 LIMIT APPLIES PER; AUTOMOBILE LABLI Y ANYAUTO ALL OWNED AUTOS SCKRDUQ2O AUTOS HMO AUTOS NON -OWNED AuTos UMBRELLA LIAR OCCUR dSCE38 LUG CLAIMS DEDUCTIBLE ANA EMPLOYERS L AB11.IT1 YIN ANY PftP RmTORvffi Om---m 0XGU1DEa7 I I N/A Puna" In No DESCRIPTION OF OPERATIONS / LOCATIDI Interior Remodeling (ANnoh ACORD 101, A0eNN011a1 ReMWM S&OWIe, if mom space Is requR ) Mid. Shor ®s Village Building Department 10050 N.E. 2nd Avenue Miami. Shores, SL 33138 PAX: 30S-756-8972 k ( A00RD26(2aoq /pq) j PRODUCTS - COMP/OP AGG I s 4/ V V V, V V U S COMBINED SINGLE LIMIT S (Es axfdem) BODILY INJURY (Per person) $ BODILY INJURY (Per raedder>U S PROPERTY DAMAGE >0 (Per a -ld-1) s MON OCCURRENCE S is S AT kmI- O Y UM" ER E.L. EACH ACC10ENT S E.L, 04 asa _ EA EMPLOYEE 2 E.L 61REARR . mM Iry , mn,r a SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE VM THE POLICY PROVISIONS. AUTHORRED R@PRESENTAT1dEJ� /.�' The ACORD name and logo are reglstered marks of ACORp All rights reserved. Demo, sE Nos 12eve - C�ho�her /? rr Pe�%f whim. 'was G�4� 67 mas4e -r perml;� AO— /or,?. Deno0 l / 35-1 has heel? Closed howCVer al-) cl�f�l �` `can . is naf Poolgd. o/,)lY -4e its Pech�n. Form (high tA,�--fs gpprovevj . 1� /18�ea Miami Shores '"pillage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 7im CE IVE Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 2 2 2014 BUILDING Permit No. PERMIT APPLICATION Master Permit No.R C 10 Permit Type: BUILDING ROOFING JOB ADDRESS: y N� -9 JOB 6W7 City: Miami Shores County: Miami Dade Folio/Parcel #: .+► © 0a. Is the Building Historically Designated: Yes TO Flood Zone: OWNER: Name (Fee Simple Tenantg,essee Name: Phone #: Email: CONTRACTOR: Company Name: T Address: City: _4deae2:1 .,_ State: Qualifier Name:/ 6 State Certification or Registrati #,a o`25_ Contact -2'7/ Email Address: 3c-, of Competency #: '^ DESIGNER: ArchitectlEngineer: - °-A)&- f Phone#: Value of Work for this Permit: $ Sq iiic t Footage o Work• Type of Work:. OAddidofi- OAlteration � OReppir/Replke. Description of Work: 2s e An/lp , rZ ODemolition Submittal Fee $ Permit Fee $ ®� . Scanning Fee $ Radon Fee $ Notary $ 57� Oc-_-3 Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 145. ck3 TOTAL FEE NOW DUE $ 1 -71 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 FAILM 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 REOOPM NG 'YOUR NOTICEOF CO�fMtNCE'1VI Notice to Applicant.. As a condition to the issuance of a building #errnit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A Signature Owner or Agent The foregoing instrument was acknowledged before me this day ofd_ �, 20 ,Z�(, by `Elr 5y*CL4 , who is personally known to me or who has produced " CdrfZ& As identification and who did take an oath. NOTARY PUBLIC:- WM ME FIA071 'r�_ U: My Commission Expires: Q/e`lsilb~ N day of , 20 (�„ by '1nmrA 4ek) • F'Ql rdd who is personally known to me or who has produced f&& IL-1 b ZGTO as identification and who did take an oath. j. PHILUro Commission * 1919343 Notary Public - California San Mateo County 15 o; APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Zoning Clerk 1 )C) t = C44 AQA-.I.(, I BUILDING Miami Shores Village Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. J?C,/ (— /0 (? PERMIT APPLICATION FBC 20 Nov 18 2011 hermit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): G:;1jer4 ge j A Phone#: Address: wg-!jF le �" - City: State: i Zip: 3313 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 14, G A) 0 g e S* City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Epte- el4^e-3 �°�v� %er-S �'� $mac• �lvC��t� /�/��7 Address: J�� /�9s City: GPI --� -a - ` State: / Zip: 3:9 Qualifier Name: of �� 0 Phone#: YV 7 - Ifgd'� State Certification or Registration #: e-BC- 6 C7P'f'( Certificate of Competency #: ontact Phone #: G /- b ° Email Address: 4eja ✓ w^fa da Z0,9�%rj"&gg 2 4 • e °ice DESIGNER: Architec a : �� <� c ,�dtdy, ve aic�- Phone#: M;! . ,;L q® `E ® Z Value of,Work Type of Wo, I ?� Des crinti ` OAlteration ONew Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ r Footage of Work:.: Repair/Replace ,, ODemolition e CCF $ C01CC $ DBPR $ Bond $ Notary $ Training/Education F%_$� Double Fee $ Structural Revie4j Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO. OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - rr* ��• The foregoing instrument was acknowledged before me this /D day of , 20 L—L, by '0- ,M206 -280-6/ -441.0 , who is personally known to me or who has produced Vr4dk4 - U-6 As CHARLES E PEMKtfO WCOLUSSION#Wti25849 Sign: 0- F- Print: jlpA My Commission Expires: a ignature The foregoing instrument was acknowledged before me this day of IV fie/' , 201( by , who i personally known tom or who has produced aS iden CHARLES E PRE03* UiO �" � [�IYCOA#u11S,Si0N #DD82b648 EXPIRES: September 24,2D.12 Th U Notuy Pdit Undendn Sign: Print: /6 s My Commission Expires: APPROVED BY / dy _ /t' Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) cu r•I m w000, tax ii of mor Local Business Tait Receipt Orange County, Flor This t=[ business�ix receipt ISM addition to and n u of any other zaie repuiredlay la-v ormunicipaf orrfir usincssts are sub }eet to regulation of zon�t�g• I,gatth ant tatrful eutlhbritIes,This receipt i9 valid fYOtn Octobe �,,gh September 30 Ofrecelpt year. DatInquent Peas JAded October 1. *"ORIGINAL,"" 2010 EXPIRES 9130ix011 3100 - 1072937 3100 WATER RESTORATION $30,00 4 EMPLOYEES! 3104 CARPET CLEANING $30.00 4 EMPLOYEES: TOTAL TAX 560100 BASS JEFFREY - PRESIDENT PREVIOUSLYPAID 5813.00 TOTAL DUE $0,00 EMERGENCY SERVICES 24 INC GRABOWSKYTESSA 6703 MOTrAVE 6703 MOTT AVE ORLANDO FL 32810 U - ORLAN00, 32810 PAID: $60.00 99481595 910=0 Earl K. Wood, Tax Collector Local Business Tax Receipt This local business Lax receipt is In addition to and not In IiRV of any other Pax rewired by lays or rrfUniCipal ordinan t3usinesses are bUP to�pg Orange � X10 ai Iaudlul3uthOritles. This receipt is valid from October 1 through SeptOmber 30 of recgi t Year. orm !rent ***ORIGINAL*** 2010 EXPIRES p 91301P011A penalty is added C►ctober 3100 WATER RESTORATION $30,00 4 EMPLOYEESi 3104 CARPET CLEANING $30.00 4 EMPLOYEES, This re{elPt 15 0ffi4:0l Ythen validated by the Tax Coll"toc IOTA[ TAX S60.00 "'•" '` wY - BASS JEFFREY PRESIDENT PREVIOUSLY PAID TOTAL, DUE 50.40 r,�,• . -t; � EMERGENCY SERVICES 24 INC `�, \ ' ,•'' f GRMOWSKYTESSA �., 8703 MOTT AVE 6703 MOTT AVE :: +,. " ~•--. .,. ' r•. ,'' FL 32$10 U -ORLANDO. anjo ti , ":; _:. M_ . �' f•,.. PAID: $50.00 99- 4$1595 912/2010 This re{elPt 15 0ffi4:0l Ythen validated by the Tax Coll"toc -•��_ :� e CERTIFICATE OF LIABILITY INSURANCE DATE(M CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALLTHETERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ;DD;'"' ; THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPONTHE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER RiskTtiansfer Programs, LLC 219 East Livingston Street Orlando, FL 32801 NAME: PHONE 868 481-9363 FAX No MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A:CasilePoint National Insurance Company 40134 INSURED Professional Employer Resources, Inc. Professional Employer Resources Two, Inc. 500 North Maitland Ave. INSURER B $ INSURER C: $ INSURER D: COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F-1 OCCUR Suite 200 Maitland, FL 32751 INSURER E: INSURER F: MED EXP (Any one person) $ c.VVCKAwc= CERTIFICATE NUMBER:GVU26YS2 REVIRICN NUMRBR- THIS ISTO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALLTHETERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTTRR TYPE OF INSURANCE POLICY NUMBER POLICY EFF M/ D/YYY POLICY YY DD/YY UFA" GENERAL LIABILITY EACH OCCURRENCE $ PREMISES Eaoocurranoe $ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F-1 OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OPAGG $ POLICY J I f PRO LOG $ AUTOMOBILE LIABILITY EUSINGLE I Ea acri ent BODILY INJURY (Per person) $ ANY AUTO ALL AUTOS OWNED AUTOS BODILY INJURY (Per accident) $ NON -OWNED HIREDAUTOS ALROg Perawidw $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ HCLAJMS_MADE AGGREGATE $ EXCESS UAB DED I I RETENTION a $ A WORKERS COMPENSATION AND EMPLOYERS' UA131UTY ANY PROPRIETOR/PARTNER/EXECUnVE Y/N OFFICEB/MEMBEREXCLUDED? El N/A WSL HPE00033601 07/01/2011 07/01/2012 X I WO STATU- 7H- TORY LIMITS PR E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE -EA EMPLOYEE $ 1,000,000 (Mandatory in NH) rifyfess describaunder DESGtiRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 $ $ $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, 11 more apace Is required) Coverage is extended to the leased employees of alternate employer (Colorado, Florida, Georgia, Tennessee, Texas and Virginia Operations Only): Emergency Services 24 Inc# 1 01212 (Effective 7/1/11) SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATETHEREOF, NOTICEWILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Arlenis Sliders. AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave. Miami Shores, FL 33138 Page 1 of 1 01988 -201 ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 12/01/2011 11:03 7709368913 ES24ATLANTA PAGE 02/02 CERTIFIC}WOF LIABILITY INSURANCE DA-M (M6s/6CFYYYY) TWS CEkTW ""M IS ISSUED AS A MATER OF INFORMATION ONLY AND CONFER.$ No WGHTS UPON THE CH.RTIFICATE HOLDER, THIS CE MROATF Does A(O'r AFFM4T My OR NwA*riv I.Y Z N% EXMND OR ALTER THE coVER4GE AFFORDED 9Y THE POLICIES �RGPR9S1a4TATPJE. ELOW' THIS CERTIFICATE OP WSUR"01i DOES NOT CONSTITUTZ A CONTRACT' BETWEEN THE ISSUING INSURER(S), AUTHOIRMED OR PRODUCER„ ANv THfi CERTIFICATE HOLDER IMPORTANn If the c*Mff•¢ats holder Is an ADDITIONAL INSUR=, the policy(lee) nrUSt be ennorseri. If SUBROGATION IS WAIVED, Su*ct to the bnns and conditions of the poRay, certain Policies may regtft an endorsernenL A StAternent an this aertifi+rate does not confer rights to the ceMcaM holder in lieu ofsueh andmsftnerd►41 _ PRionllco: " ; 678 - 839.4000 RONTACr Cheakar Associates dba Insuramerice 078 - 639.4419 A1C • ,,,, P.O. Box 3500 fi l�tlt Loiganville, GA 30052 Lange Commmisl Division U = s AFPD N r.covawaa I NATD>3 INSIrMA- Nautriltm Insurance Co. , im m Emergency Serviow 24, Inr— 2=RM 8 cPhiradel hia Insurance Co. Traci Po€ahl 3915 Northorest Rd, Ste 34 IaISIImRa:Gmat American Insurance Co. Atlanta, GA 30340 IN3UM D s COVERAGES CERTIFICATE NUAs}B�: Rt3Vi$KNN NUMBER: ....a.. rn , M; r%0w%0=o Lr wmuMvvff I-ISTEU Bk10W HAVE BEEN WSUED TO THE 1NSURID NANf£D ABOVE FOR THE POLICY PMOD INDICATED. NOTWITHSTANDING ANY REQUIRF3IAEMT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUAAENT WITH RESPECT TO WHICH THIS CERTiFlCATE MAY BE ISSUED OR MAY PERTAIN, THE INSURAKCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL Tf!.E TERMS, EXCLUTONS AND CONC MOMS OF SUCH POLICIES. LlMffS SHOWN MAY HAye BEEN REDUCED BY PAID CLAIMS. A 8 4wiEDPn�alxgptt t craanrrY X NMhmQ<ALeeNERAt d.Awas -DS X OCCUR 1 p� j s 6ItP P200288000 06/1$/41 OSM5/92 # PHPK733883 � OBM01 � 08!46!42 I ; j 1 i lr�tSs f EAOH OOMM04ENCE ; 5 4,000100 es Fla •� 5 t 40Q, MlA pCp osle s 5,00 PEi9ONAL &ADVINJURY I 8 9,000,00 X Pollution GENERAI-A[9GREGATE s 2,000,00 6QYLABGFaQA•r6UMrrAPPLI�SPER X Atn�D3li0BH.ELIABIIli1( POLIO LOD ANYAUTO ALL py�NEp ScHe x g 90 AtIYri9 AUTgS M RW AUTOS w PRODIICfS-COlAP14PA6G 3 Z,OQOrfl ! LELIa9[T � s 11000.100( X 90=YIWdURY tPm perseq} ( S 8001LYBV.nIRY(Fa�de� 5 PROP 6E r A X UERI7IiL A LIAR L'X IJAS X OCCUR OjA IS MADE F'17C403243 10 !i QaJ4519'I , Q$H6/92 GGRE6A1�c '. a 9,000,00 X s na is ri •A C viaMaw Mv tD�YBAS LIAD1Mtr0rY Yl rr �EWAIM� yH UrAlf D>PnONOF�AT1 "SevWn triptnerltF�dbe MIA f NN124408 Nm88T3�o f I I , I i � j 08/45/44 DGM5112 Ili Oi; /15hE4 o6I45H2 N- A 0 ; EACHACCIMM ' S t EL DISEA9I?- EA ®dPLOYE S s DIS�ISP -P CYLF9AlT ! S Property . PerSahedu Equipment ` per69beft •�M a1: aP�rATIONIS! Lt�I;ATroMS�v1�� rayyd..e.>�j iR. a+eae� � sm,eaul>; ff aawro a� Is recuiredj Miami Shores Village Attn: Billing Dept Permit Clerk: ArIenis Sildera Fax: 305- 756 -8972 SHOULD ANY OF THE ABOVE DESCRIBEp POLICIES BE CANCELLED BEFORE THE 9XPIRA71ON DATE THEREOF, NIOTICI: WILL BH DEL NEWD IN ACCORDANCE VffN THE POLICY PRpMONS. AUTHOR® Fargo Co] 0 1SB8-Mib—JW01W 012 i RATION. All rights reserved. Miami Shores Village q' APR 0 A 2a�i Building Department y% 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. . _ I tAQ5 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple r-- i City: , A:dd I 1 State: Zip: �� I Tenant/Lessee Name: Phone #: Email: n1= JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3r Folio/Parcel #: I (- 3 2-zq t 3 — 2-3 � o Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: — C J E-2U C /A/ &Phone #: Address: 1/2-0 140 1 [ A w )>z City: FQ LA 2 A-i 0JU State: ! � Zip: Qualifier Name: State Certification or Registration #: f / ✓ I Contact Phone #: Email Address: of Competency #: z DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 110 _18.60 .f A!g 0 Square/Linear Footage of Work: Type of Work: ❑Address of Work: .91, 4 ❑New, ❑Repair/Replace ❑Demolition Submittal Fee $ Permit Fee $a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ' • °I' r 0 "a , � 12:o ,-1 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name , , rh , L�endres A State applicable) 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 inspectio which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be aAprowd and a reinspection fee will be charged. Signature, Owner or The foregoiWnstrument was acknowledged before me this % day ofC�, 20ti , by (a /" �L24i.G� , who is personally known to me or who has produced e k��✓15L., As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged ' ledged before me t*& day of Lc , 201 , by ab&A- d- who is personally known to me or who has produced W- J1k4:ASe. as identification and who did take an oath, NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expir . a• �.�, ; 20. JOSIANE DA SILVA My C *� _ Notary Public - State of Florida ';,a„ aQ My Comm Expires Dec 14, 2014 '•n'FOr F�o;:r` Commission # EE 49027 APPROVED BY ,J" �� Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Notary Public - State of Florida My Comm Expires Dec 14, 2014 Commission # EE 49027 Zoning Clerk SI 4r)-- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (303) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JL , "S APR u 0 252 B Y: __L FBC 20 Permit No. AC -1- l l -10 k Master Permit No. ROOFING JOB ADDRESS: 16 5 Al F. 48 s 71-reG City: Miami Shores County: Miami Dade Folio/Parcel #: 11-1 z D%O 13 5 3 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: i `S n!E 3 -91's + City: ee-s State:L Zip: 33 / Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: FP4#-bq P-" e„ Sew L) ; ce s. Z L =N L Phone #: 561 cad G - %7 9'5 Address: 107-( iE, 7?aq ears G & c,6 e_ City: State:. r S j As Qualifier Name: K State Certification or Contact Phone #: DESIGNER: Value Submittal Fee Scanning Fee $ Certificate of Competency #: 7 Email Address: Giat,•,.�w WA iarda.►9ge�G P�(. G ®ryt 'a"e'L r,4,eleXOL, Phone #: 78_x 'ermit: $ Squaretunear Footage of Work: :)n 41,.Alteration ONew epair/Replace ODemolition Permit Fee Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ p ® , CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ IdC, 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 zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or- gent Contra or The foregoing instrument was acknowledged before me this. ;LL The foregoing instrument was acknowledged before me this day of , , ;,( , 20 Z_ln by 4,Aark day of , 20 tA.., by PZ:eJ,�a� C&b &,,,2 who is ponally known o me or who has produced who is ersonally kno to me or who has produced As identification and who did take an oath. hLI71101MO Ol;1 My Commission Expires: 9/q s ` y as identification and who did take an oath. My Commission Expires: 1114t1i2 APPROVED BY S 7�� Plams Examiner zoning Structural Review 0 (Revised 3 /12/2012XRevQ7XRevised 06 /10/2009XRevised 3/15/09) Clerk q (U4 (�- b.'Ai) W,--s Permit No: 11 -108 Job Name: April 27, 2011 Miami Shores Village Building Department Building Critique Sheet 4th 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The product approvals submitted are incomplete, mixed and unsigned. Provide a complete package of state of Florida or Miami Dade County product approvals tfat have been reviewed and signed approved by the designer of record. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets ad include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 -J'w S� �Aj41L, 0.4 MECHANICAL T r BLDG - - tY I Permit No: 11 -108 Job Name: March 1, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 / Building Critique Sheet P II ermit a lications must be submitted rior to an further review. ainting. P PP P Y P orrections for electrical must be completed. he design wind load must be shown for each opening with window /door being replaced. rovide a window and door schedule showing the size and product to be used in each opening. T e product approvals submitted are incompletq mixed and unsigned. Provide a mpl'ete package of state of Florida or Miami Dade County product approvals that have been reviewed and signed approved by the designer of record. Roofing package is incomplete. Provide a package that does not have other product approvals on back and is complete. Read the direction in package.. Roof base sheet must not be directly adhered to the roof deck with adhesive, mechanical fastening is required adhesive is prohibited. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, removethem from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No.- 9G //— ' . Job Name .i l CRITIQUE SHEET �� (b i - ANc� Permit No: 11 -108 Job Name: March 1, 2011 Miami shores Vil�lage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) All permit applications must be submitted prior to any further review.Electric, plumbing, mechanical roofing and painting. 2) Corrections for structural and electrical must be completed. 3) The wind load design criteria is incorrect, Miami Dade County is 146 mph. 4) The plans show conflicting details for sheathing size and attachment. Provide details with matching requirements. 5) Joist attachment at garage must specify the fasteners to be used including the number in each connection. 6) The roof boundary of the replaced area requires a minimum Zx fascia or sub fascia attached with a minimum 2 16d nails. 7) The design wind load must be shown for each opening with window /door being replaced. 8) Provide a window and door schedule showing the size and product to be used in each opening. 9) The product approvals submitted are incomplete, mixed and unsigned. Provide a complete package of state of Florida or Miami Dade County product approvals that have been reviewed and signed approved by the designer of record. 10) The plans show conflicting details for insulation. 11) Roofing package is incomplete. Provide a package that does not have other product approvals on back and is complete. Read the direction in package- Roof base sheet must not be directly adhered to the roof deckwith adhesive, mechanical fastening is required adhesive is prohibited. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 1vIiaml Shores Village .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. _ f (� d Job NameAi', t Date,4V rE STRUCTURAL CRITIQUE SHEET 1 IvItami Shores Village .Building Department 10050 N.E.2nd avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fox: (305) 756.8972 Permit No. __ I t • 1, Job Nam e,Mf.rt Date h STRUCTURAL CRITIQUE SHEET d i y �ot 1_ A,,�, W110 X 2'1151�o k1 -C-� ,r Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 11 -108 Job Name: February 2, 2011 Page 1 of 1 Building Critique Sheet 1) Provide a complete set of plans for the renovation to includeelectdcal, mechanical, plumbing, roofing and door. Separate permit applications are required. 2) The wind load design criteria are incorrect. Must be designed for Dade County. 3) NO FURTHER REVIEW WILL BE COMPLETED WITHOUT A COMPLETE SUBMITTAL. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �Ax = 51 -R41-12n Aw Permit No: 11 -100 Job Name: March 1, 2011 Building Critique Sheet Page 1 of 1 1) /All permit applications must be submitted prior to any further review.Electric, plumbing, mechanical roofing an painting. R �.111*®� orrections for stru ral and electrical must be completed. QGVIVV 3)vrhe wind load design criteria is incorrect, Miami Dade County is 146 mph-�- sw 4)VThe plans show confrictina detaillsJor sheathing size and attachment. Provide details with Xnatching requirements. ?"(5eV 5) ✓Joist attachment at g t specify the fasteners to be used induding the number in each connection. seo 6) vthe roof boundary o the replaced area uires minimum 2x fascia or sub fascia attached with a minimum 216d nails. I �� The design wind load must be shown for each opening with window /door being reply Provide a window and door schedule showing the size and product to be used in earl" opening. ��5 ) The product approvals submitted are incomplete mixed and unsigned. Provide a complete package of state of Florida or Miami Dade County product approvals that have ti ) been reviewed and signed approved by the designer of record. The plans show conflicting details for insulation. ALL, calJOWW iW Ge l.-No F--38 Roofing package Is incomplete. Provide a package that does not have other product approvals on back and is complete. Read the direction In package_ Roof base sheet ep must not be directly adhered to the roof deck with adhesive, mechanical fastening is required adhesive is prohibited. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 0 1 A 305- 795 -2204 .� 0 AUMINS Afft 'Rs �,I Iry '20aw► J 401-d -S ) DA4t tautrSC0156P tome r, BARWICK STUDIO DESIGN LLC SITE DESIGN DEPARTMENT 5764 STAFFORD SPRINGS TRAIL ORLANDO, FL 32829 407 - 383 -4444- HalnBarwickstudiodesign.com March 7,2011 Miami Shores Building Department 10050 N.E. 2 "d Ave. Miami Shores, Florida Plan Permit No. 11 -108 Gilberto House Gentlemen: Enclosed are 3 sets of revised plans per comments from the building department and the electrical /mechanical review. We trust these revisions after review and approval will allow this project to move forward in anticipation of an April 2011 start date. If you have any additional comments, please feel free to contact us. BARWICK STUDIO DESIGN LLC SITE DESIGN DEPARTMENT 5764 STAFFORD SPRINGS TRAIL ORLANDO, FL 32829 407 - 383 -4444- HalnBarwickstudiodesign.com March 7,2011 Miami Shores Building Department 10050 N.E. 2nd Ave. Miami Shores, Florida Plan Permit No. 11 -108 Gilberto House Gentlemen: Enclosed are 3 sets of revised plans per comments from the building department and the electrical /mechanical review. We trust these revisions after review and approval will allow this project to move forward in anticipation of an April 2011 start date. If you have any additional comments, please feel free to contact us. Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 165 NE 98 Street 1132060132330 GILBERTO MEJIA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GILBERTO MEJIA 165 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone EMERGENCY SERVICES 24 (561)241 -1227 In Review Date Approved:: In Review Date Denied: Type of Construction: FIRE DAMAGE REPAIR t Setback: Setback: Submitted: Yes sate Date: Fees Due Amount CCF $84.00 CO /CC Fee $150.00 DBPR Fee $63.00 DCA Fee $63.00 Education Surcharge $28.00 Permit Fee $4,200.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $0.00 Plan Review Fee (Engineer) $0.00 Scanning Fee $18.00 Technology Fee $112.00 Total: $4,838.00 Occupancy: Single Family Exterior. Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Valuation: $ 140,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -1 -11 -39872 05/05/2011 Credit Card $ 100.00 $ 4,738.00 05/05/2011 Check #: 9577 $ 4,688.00 $ 50.00 01/21/2011 Credit Card $ 50.00 $ 0.00 Avauanie Type: (Window and Door Buck 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. May 05, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 05, 2011 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO F I HEREBY Cf STATE OF FLORIDA. f 9d 1n COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following i Is provided in this Notice of Commencement. OR Bk 27478 P9 1159; t ics ) RECORDED 11/03/2010 15:57:03 HARVEY RUVIHP CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA LAST PAGE W COUNTY OF DADE that � � etiva Dopy d� �a+ day of AI) Caarts -D.C. 1. Legal description of property and streettaddress: M At? f 5144 lJ-5 �= c . = A M 2) ?A 1D- -+0 to r z3 'e Z 3l2 Lo 22 SILK 17 1 -,o r Sii-t 2. Description of improvement: F i IZc.= A NW? .: 3.Owner(s) name and address: 6j L h- 4TO M t: X-1 A FMS N �= 8 s r z r �� r'r �► d SHo 4.F5 I'L 33. 3 Interest in property: N 14 Name and address of fee simple titleholder. f�l Al 4. Contractor's name and address: LP1�'i' C /� y S= AVd':::S.r Z tt ZNc. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: l A Amount of bond $ 6. Lender's name and address: At /A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /t% lA 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. q Name and address: r 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differeIate ifi d) Sign r of Own O �' P t O ner's Name Gj Sworn to and sublscdbed beforg.mg tJaisa,! day of C - , 20 Notary Public Iv f 11W 1 11 s� Print Notary's Na My commission expires: 123.0732 PAGE 48/02 'p ..... 4� J Prepared by Address: P2,0 1"(e,->L LA /Y) Ste. , g 3348