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WS-18-1218 A 2AB i F Inspection Worksheet F Miami Shores pillage 10050'N.E.2nd Avenue Miami Shores,FL Phone:(305)795.2204 Fax:(305)756.8972 Inspection Number: INSP-3013511 PermitNumber: WS-5-1.8-1218 Scheduled inspection Date:June 12,2018 Permit Type: Windows/Shutters Inspector: F#iveron,Alexis Inspection Type: Window Door Attachment ' Owner. CIGNO,NANCY Work Classification:`Door Replacement F. ,Job Address:1301 NE 100 Street. Miami Shores,FL 33138- Phone Number Project: cNt3NE> Parcel Number 1132050140020 'Contractor: HOMEOWNER E Building,Department comments BOOR INSTALL In ractio Passed Comments l INSPECTOR COMMENTS False I l l + inspector Comments PassedE:�/ J Failed , ` F Correction , Needed F r Re-Inspection Pee 0. No Additional Inspections can be scheduled until ra-inspection fee Is paid 1 I ' June 11 2018 For inspections please call:(305)762.4949 Page 12 of 30 r INSPECTION RECORD POST ON SITE . 1I11 Permit NOV-5-1 V-1 21 V S�ORps Miami Shores Village 'Permit Type:Windows//Shutters .. + 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Work Classification:Door,.Replacemment �D�pNO� Phone: (305)795-2204 Fax: (305)756-8972 �CORiDp' Issue Date:5131-/2018 Expires: 11/27/2018 INSPECTION REQUESTS: (305)762-4949.'or Log on at;,https:l/bidg.miamishoresvillage.comtcap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel #:1132050140020 Owner's Name:NANCY CIGN'O Owner's Phone: Job Address: 1301 ,NE 100 Street Total Square Feet: 0 Miami Shores FL 3313& -- - - Total Job=Valuation: $ 5,000:00 Bond Number: WORK IS ALLOWED: MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. Contractors on primarrymPactor SATURDAY 8:OOAM-6:OOPM. HOME OWNERAm Al 11ME OF NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONSARE DONE 1AjR[)rPT18L MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD PLUMBINGSTRUCTURAL WINDOWS&DOORS INSPECTION DATE INSP INSPECTION DATE INSP INSPECTION `DATE INSP Foundation Attachment Stemwall 210 Rough Slab Water Service Columns(1st Lift) f~ 2nd Rough Columns(2nd Lift) PUBLIC WORKS .Top Out Tie Beam INSPECTION DATE INSP Fire Sprinklers Truss/RaftersExcavation Septic Tank ,Roof Sheathing • ' Sewer Hook-up Bucks Roof Drains Interior FramingELECTRICALGas ' Insulation INSPECTION DATE INSP LP Tank Ceiling Grid Temporary Pole Well Drywall 30 Day Temporary Lawn Sprinklers Firewall Pool Bonding Main Drain Wire Lath Pool Deck Bonding-, Pool Piping Pool Steel Pool Wet Niche Backflow Preventor Pool Deck , Underground Interceptor Final Pool Footer Ground Catch'Basins Final Fans Condensate Drains Screen Enclosure Wall Rough HRS Final Driveway Ceiling Rough Driveway Base Rough PLUMBING COMMENTS Tin Cap Telephone Rough Roof in Progress Telephone`Final T — Mop in Progress TV Rough final Roof TV Final Shutters Attachment Cable Rough` Final Shutters Cable Final Rails and Guardrails Intercom Rough ADA compliance' Intercom Final MECHANICAL 7 Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTFire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor_EFevation Survey Ventilation Rough - oa,.,r �. +�n r_C ; N =o - • ELEcTR cap COMMENTS '°Hood Rough Insulation Certificate Pressure Test Spot Survey final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS i INSPECTION DATE JINSP -Final Sprinkler • .Final Alarm ' I y , Cigno_Residerxe-Front—Door—Re placement 5-29-18xncd ,The following calculations for wind loading are in accordance with the Florida Building Code 2017 6th Edition Ad incorporate ASCE 7-16,Wind Load provisions. A. Calculation of velocity pressure,g.,and q Vult 175 mph Ulitimate 3-second gust wind speed RECEIVED I i Vasd Vult'V "•6 Vasd= 135.55 mph r 1 := 1.0 Importance Factor,per Table 1.5-2,for a Risk Category II structure, MAY 31 1018 i I M hroot 12 ft use h := 15 ft h = 15.00 ft. Height above grade, for design. i H:= 0.0 ft. Hill or Escarpment height. .... . . .... ...... Lh:= 0.0 ft. Dist.upwind of crest to where A Elev.=0.51-1 • x:= 0.0 ft. Distance from crest to bldg.site. ...:.. zo:= 0 ft. Height above local ground level. • Velocity Pressure Coefficients, per Table 26.10-1, for Exposure Category D<1500 feet frolq=fit. ;••••• .... �., eval. at h <=15 ft.; Kz, eval. at z<= 15 ft.' ...... .• . . . . ...... E Kh:= 1.03 Kz:= 1.03 •••••• Directionality Factor, per Table 26.6-1 1.0 ' Topographic Factor Kt. per Table 26.8-1 H x zo > L = 0.00 ; K1 := 0.0 = 0.00 K2:= 0.0 = 0.00 K3:= 0.0 Kzt:= (1 + K1 K2 K3�2 Kzt= 1.0.0 h Lh Lh ;r i Velocity Pressures: g,, eval. at h = 15 ft. : q_ eval.at z<= 15 ft. ; C y:= 0.00256 a 1 qh Cry'Kh'Kzt'Kd'Vasd2'I qz= C7'Kz'Kzt'Kd'Vasd2'I I qh=48.45 psf qz=48.45 psf r , r r ` Internal Pressure Coefficients for Buildings, GCpi, Per Table 26.13-1 r Pressure acting Inward (+): Pressure acting Outward (-): GCpip:= 0.18 GCpi,:= —0.18 tt f John H. Buscher, PE Cigno-Margolis Residence 1 1301 NE 100th Street PE#41844 Miami Shores,FL Front Entry Door F Replacement 4404 SW 139th Court i 1� Date: 5-29-18 Miami FL 33175 �� Page: 1 of 3 Tel.305-554-9170 i i i a . U Design Wind Pressures for Components and Cladding. - M f External Pressure Coefficients, GC_, for wind bads on building components or cladding; For Buildings with Mean Roof Height, h < 60 ft., a = distance from building corner = smaller value of 10% of minimum width, or 0.4h. also, a >= 4% of minimum width, and a >= 3 ft. I Therefore, since b =30 ft. and h = 15 ft., a =3.0 ft. k I An asterisk shown after the tributary area quantity indicates that the"length/3"option is used. I Wall Component Pressure Coefficients, GCpw, for any roof slope. Component Zone Area GCp Design Pressure Wal Section(+), 4,5 A:= 21 sf'* GCpwp:= 1.1766 -0.1766log(A) Pwp21 := gh•(GCpwp+ GCpip) T-O"x T-0" E Front Entry GCPWp= 0.94 Np21 = 54.42 psf. Door • . . 0000 0000.. ., Door(-), 4 A:= 21 sf GCpwan :_ -1.2766 + 0.1766log(A) NA121 =�4R-1C;Cpw4rj.+ %in) 000009 -.. . 000000 GCpwan =-1.04 Pw4n21 =t-W-20 psf. ! :....: ! 0000 • • . . > - • 0 • 0 0 A Door(-), 5 A:= 21 sf GCpw6, -1.7532 + 0.3532log(A) Pw5n21 `„�a;`�Cpw5q+•Gtp;�� 00:000 0 . 000000 'w 00 : 0.00:0 3 GCp,5, =-1.29 pw5n21 =•-.7.1•Q4 Psf ••. 0 • 0 .0 0000.0 1 Front Entry Door is located in a recessed alcove,as per enclosed photograph therefore 0 ;• . 1 { . . ..•••. f subiect door is in Wall Zone 4 ... -. 00 0 0 • • iY { 0000 Proposed new door is a"Swietenia Series Outswing glazed Wood Door-LM.I.” Manufactured by Roatan Mahogany,USA,Inc Miami Dade County NOA#18-0305.04,Eigpiration Date:August 8,2019 r Per NOA Drawing#18-106,Sheet 1 of 7: For TYPE 1 Square Configuration,for T-0"x T-0"door,, Y (+)Design Pressure Rating=+75 psf> Pwp21 = 54.42 psf.,OK Design Pressure Rating +75 psf> 59.26 psf.Zone 4 OK (-) 9= P pw4n21 =- i , l T 6 u X11 I n k i 1 John H. Buscher, PE Cigno-Margolis Residence 1301 NE 100th Street PE#41844 Miami Shores,FL { Front Entry Door Replacement { 4404 SW 139th Court ►� Date: 5-29-18 Miami FL 33175 Page: 2 of 3 Tel. 305-554-9170 . � 1 � l , I Calculations for Tapcon anchorage Thru 1 x6 PT wood buck at Reinforced masonry(worst case)Jamb of small window.(If Required Check 174"x 31/4"Tapcon at 12"o%. , f Wal Section(+), 4,5 A:= 21 sf GCpwp:= 1.1762 - 0.1766log(A) pwp:= gh•(GCpwp+ GCpip) t - 1 T-0"x T-0"doorGCPWP=0.94 'pwp= 54.40 psf. r 4 A:= 21 sf GCpw4n -1.2766 + 0.1766log(A) pw4n := gh'(GCpw4n + GCpin) a , GCpw4n =-1.04 Pw4n =-59.26 psf. 5 A:= 21 sf GCpw5n -1.7532 + 0.3532log(A) PwSn := gh'(GCpwSn + GC pin) GCpw5n =-1.29 pw5n =-71.04 psf. I Door is in Zone 4,therefore 13w4n =-59.26 psf. ••• •••• •••••• For panel tributary width 3.0 p ry wtrib�= qQ• 2 wtrib= 1.50 ft TapCOns are spaced 9" 0 inchesro/c �•••• Vtapcon := wtrib'I pw4n I '�22 Vtapcon = 88.89 Ibs/tapcon. •••••• ••••• ...... .. .. . ...... " Tapcons are installed thru center of 3/4"x 51/2"wood buck,therefore ...... 0.75 T Ttapcon =24.24 Ibs/ta contapco •= Vtapcon'0.5.5.5 •• . .. . .••••••• I Tapcons are 1/4"diameter,with 1"minimum embedment into reinforced masonry filled cell,and with 3.5"edge distance Per Miami Dade NOA 16.1222.6., Exp date 8-31-21 a Tallow:= 118 Ibs/tapcon, 1"min embedmentVallow 192 Ibs/tapcon,interpolated 3.5"edge distance L I l check Interaction TtapconVtapcon + =0.67 <1.O,OK Tallow Vallow r � 3' } John H. Buscher, PE Cigno-Margolis Residence 1301 NE 100th Street PE#41844 Miami Shores,FL Front Entry Door Replacement 4404 SW 139th Court l Date: 5-29-18 Miami FL 33175 D Page: 3 of 3 Tel.305-554-9170 .� " f ' t . a MARK: 001 ,/s" cRoovE- HANDING (TBD) _ 4 1/2" EXTERIOR.DOOR^ QTY: 1 U. ,-- - J— T— w 0 0 o: c� A 0 m � g o M z � 00 O M B Co TO BE DETERMINED w J FINISH -------------- w . HANDING -------------- . Q HINGES FINISH -------------- HARDWARE TRIM—=--------- HARDWARE FINISH----------- w ' CASING -------------- X w —34 1/4" SLAB 37" BOJ 39" MO H❑RIZ❑NTAL SECTI❑N -.0 ... .. 000 . . .. — Instalation by ROATAN — — • 000 ••• • • - �igno- residence 1 X 6 PT Bucks RIPPED TO 5" (BY OTHERS), • • • • • • • APKW" Date Stain GRADE Mahogany, Finish, (TBD), Pre—hung Door, Miami Dade County Approval. 000 :• '0—:• .0 0 •: Sergio 12-13-17 1 2 EXTERIOR: 1 3/4" x 5 1/2" KERFED Jambs, 1 -Y4" Threshold, 2 )4" Thick-Slabs, AP-425, Bubbtestrip,*Weatherstnppirig bronze sw— Jamb Weatherstop, Casing (TBD), 1".x '1" S4S Brickmold, SOSS Concealed fiinges, Hinges finish '(TBD) ———— custom 1/16" laminated clear impact resistant glass, #ioppe Hardware, Hardware #rim '(TBD), `hardware 'Finish (TBD) 0:0 • • • • ••• • • Roatan irlahogany USA (DOOR 'HARDWARE TO BE INSTALLED ON SITE) : : : :•: : : : 4004C.A" ro.:St.-Coral-sables.-t 33146 • • • • • • • • • •- tel. 303 774-5999 Fax: 305 774 DOW .r 000 0 0 0 000 0 0 1 x 6 PT BUCKS (BY OTHERS) el— \ L a r2 1/4"1 1 3/4" A THRU "B" B — \ 1/a" t w L -----Bevel 5" 1 2 1/4- 1-- ` TH RU "A A 1/4" - r—i 11.11 • •• • • • • ••• • III `ry + • • • • • • • • • IVI \ •• ••• •• '• • • •• � IAI 1 11 I "- 1 � II 11 ----- --- " " Ci no residence co - - - • • • • • • • • sergi0 12-13-17 2 2 \ y L__4 1/2 • i •• •• • •000 06 • • — custom Roatan.Mahogany USA 000 • • • • ••• • • • • 4004C,Auram SL IO I teables,TI.-331446 • • • • • • td. 305 774.5999"Fax:305.774 0063 • • 0 0 • • • • • • , l r MIAMI•DADE MIAMI-DADE COUNTY i + f► W PRODUCT CONTROL SECTION 11805 SW 26 Street;RooM 2Q8 I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.aov/economy Roatan Mahogany USA,Inc. 4004C Aurora Street Coral Gables,FL 33146 SCOPE: a This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The ' documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to { be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the righ;"tb•flave this 1 product or material tested for 4luality assurance purposes. If this product or material fails toFe'rform in IM lccept6t' •:' 1 manner, the manufacturer will incur the expense of such testing and the AHJ may imm ectiatel; revoke,� •rMify, 'o suspend the use of such product or material within their jurisdiction. RER reserves*W ght to r evo*ce this • acceptance, if it is determined by Miami-Dade County Product Control Section that this ppa4tIct or material fails t;.... meet the requirements of the applicable building code. '....' •..•.; •• 1 This product is approved as described herein and has been designed to comply with the Fk"ruildiag Code ••:..• including the High Velocity Hurricane Zone. •• •• • •••••• t DESCRIPTION: Swietenia Series Outswing glazed Wood Doors-L.M.I. �. ...... APPROVAL DOCUMENT:Drawing No. 18-106(former 15-255),titled"Swietenia SetiesXoogaity Swing-,Out.... { Door-glazed Door",sheets 1 through 7 of 7,dated FEB 26,2018,prepared by PPMF,Inc.,Signet and.Va'lea by ' Pedro M.De Figueiredo,P.E.,bearing the Miami-Dade County Product Control Revision stamp with thi3Notice of 1 Acceptance number and expiration date by the Miami-Dade County Product Control,Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: f 1. See sheet 5 for hardware. See primary locking notes 2&3 and additional secondary locking required during Hurricane events,per note 4. k 2. Partial Raised Wood panel(glazing type GL-2 per sheets 2,4&7)is limited to max. 25"W x 75-1/2"H. .k. 3. Min 3ksi concrete required at head/sill installation. LABELING: Each�unit shall bear a permanent label with the manufacturer's name or logo,city, state and series a9d following statement: "Miami-Dade County Product Control Approved",noted herein. 6 I RENEWAL of this NOA shall be considered aftdr 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 r 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. 1 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and l shall be available for inspection at the job site at the request of the Building Official. } This NOA revises NOA#15-0921.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 18-0305.04 MIAMI-DADE COUNTY101Expiration Date: August 08,2019 Approval Date: May 03,2918 •� `�� PagC 1 "' d � T _ � r • c nl f .n Roatan Mahogany USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted'under previous approvals l A. DRAWINGS 1. Manufacturer's parts drawings and sections(submitted under files below) 2. Drawing No. 15-255(previous 12-132-R1),titled"Swietenia Series Mahogany Swing-Out Door-glazed Door", sheets 1 through 7 of 7,dated AUG 26,2015,prepared by EngCo Inc.,signed and sealed by Pedro M.De Figueiredo,P.E. t B. TESTS (submitted under files#14-0722.10/#13-0814.04/#12-0713.06/#07-0717.08) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 { 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 } 3) Water Resistance Test,per FBC, TAS 202-94 •,,,,• 0.00•• 4) Large Missile Impact Test per FBC, TAS 201-94%.• . ... .• t 5) Cyclic Wind Pressure Loading per FBC,TAS 203s9kj•• •• •••••• 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202'94'•. along with marked-up drawings and installation diagram of an outswing mabo`o* door,vre red by i Hurricane Engineering&Testing,Inc., Test Reports No(s). HETI-0I-1184,.44p�.10/29JO 1,j3ETi-jj ,,• 1095,dated 11/2/01,HETI-01-1185,dated 4/18/01,HETI-01-1077,dated 11,<9/W HEV-01!f 190, dated 11/25/01,HETI-01-1079, dated 11/26/01,HETI-01-1007, dated 11/64Ko ftTl-01-I M6,dated •� , 4/18/01 and HETI-01-1006, dated 10/26/01,all signed and sealed by Hecto?Medi'ha,P.L,.,;. 0.9000 • • • 0000.• I C. _ CALCULATIONS •.•. 1. Anchor Calculations and structural analysis,complying with FBC2014(5th edition),prepared by EngCo Inc.,dated 04/26/2016, signed and sealed by Pedro De Figueiredo,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology Inc., former 3 Nebula Glass International, Inc. dba Glasslam for"Glasslam Safety Plus II Laminated Glass", d expiring August 08, 2018. d F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition),prepared by Engco Inc., dated 08/24/2015, signed and sealed by Pedro M.DeFigueiredo,P.E. I 2. Statement letter of conformance to FBC 2007 &FBC 2010,prepared by Engco Inc., dated 08/13/10, signed and sealed by Pedro M. DeFigueiredo,P.E. (submitted under file#112-0713~06). f 3. Statement of lab compliance, as part of the test report { c t G. OTHER(Items#2 &#3 submitted under files 414-0722.10) " 1.. This NOA revises#14-0722.10, expiring AUG 08, 2019. 2. Copy of Bill of sales between Roatan Mahogany Millwork, Inc. (seller) and Roatan Mahogany + USA,Inc. (buyer)dated 09/26/13, signed by respective official of the companies. 3. Florida Department of state, listing of active status of Roatan Mohagany USA, Inc. 6 Ishaq 1.Chanda,P.E. Product Control Examiner NOA No. 18-0305.04 Expiration Date: August 08,2019 Approval Date: May 03,201$ ` E-1 v " d F[I ' ` Rotan Mahogany USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r 2. New Evidence submitted t. A. DRAWINGS 1. Drawing No. 18-106 (former 15-255),titled"Swietenia Series Mahogany Swing-Out Door-glazed -Door", sheets 1 through 7 of 7, dated FEB 26, 2018,prepared by PPMF, Inc., signed and sealed by M Pedro M. De Figueiredo, P.E. Note: This revision consist of FBC updated note and DWG#. ' a • i B. TESTS 1. None. r C. CALCULATIONS �.... 1. None. •••• •••••• l 2. Glazing complies w/ASTME-1300-04 & -09. ...... .. . ...... l D. QUALITY ASSURANCE •••••• 1. Miami Dade Department of Regulatory and Economic Resources(RERI. ...... . . ..... I E. MATERIAL CERTIFICATIONS 000000 " """ 1. Notice of Acceptance No. 16-0208.12 issued to Polymer Extrusion Laborater*, dba Glass lam fob•.:�• I their"Glasslam Safety Plus II®Glass Interlayer", expiring on 08/07418. . ;••••• • F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6th Edition), dated FEB 27, 2018,prepared by { PPMF Inc., signed and sealed by Pedro M.De Figueiredo,P.E. G. OTHER r" 1. This NOA revises 15-0921.10,expiring 08/08/2019. 2. Verification test required at renewal per RER e-mail dated APR 23,2018. ` 1 t t i . Ishaq I. Chanda,P.E. Product Control Examiner NOA No. 18-0305.p4 Expiration Date: August 08,2019 ` Approval Date: May 03,2018 y i. E-2 ••••............. GENERAL NOTE5: TYPICAL 51NGLE ELEVATIONS .••'�, DE_F1 -., u FLORIDA BUILDING CODE 2017-6TH EDITION-HVHZ •.•' � C EAf .�/• LARGE 6 SMALL MI551LE IMPACT RATED Q +�' FW Fu t No. 52609 ' o`er I-DEFINITION:THIS PRODUCT 15 A 5WING-OUT MAHOGANY DOOR; MAX. 39A' MAX. 39 ' o 2 c DESIGNED,CONTRUCTED AND ERECTED TO ENCL05E AN AREA, * * <3 c F PROVIDING PROTECTION FROM HURRICANE FORCE WINDS WITHIN DPW ` DPW OF THE ALLOWABLE DESIGNED PRE55URE5 AND UMITATION5 STATED IN MAX. 36j' MAX.36j' - ?s C CS THI5 APP1 14 ROVAL. �� OR 0�+' •�, >3 m DLO DL O s-.RFs+`'•w .. G\ o 0 2-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN MAX,251 •�'.S�ONAL ��•'O m .Ad iM00 ACCORDANCE WITH THE FLORIDA BUILDING CODE,HIGH VELOCITY "'•••••••• a 3 HURRICANE ZONES(HVHZ). Fu Fw3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A sMAX. 39j' MAX. 39�' 24'18READILY V151BLE LOCATION STATING THE FOLLOWING: DPW DPW'ROATAN MAHOGANY USA,INC.-MIAMI-FLORIDA o � 0MAX. 36j' MAX. 36j' LARGE M1551LE IMPACT RESISTANT * S 5WIETENIA SERIES-SWING-OUT DOOR a �� A ca + `� DLO DLO M MIAMI-DADE COUNTY PRODUCT APPROVED" M C C MAX.251 MAX.251 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH i< C I X C I SPECIFIC PROJECT.THE CALCULATED DESIGNED PRESSURE MUST NOT ¢ X x i A A Q EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIFIED.THE DE51GN s f E 4 � f i 4 �.� 4 0 ��`4 ` PRESSURES,AS DETERMINED FROM A5CE 7-10,ARE TO BE MULTIPLE '� \� �`� C C K BY0.6. i B \4 H O 4 / 4 2 = A ` _ _ ` O 0 5-MATERIAL:ALL WOOD MATERIAL TO BE FABRICATED FROM KILN 7 L` A ``� a DRIED MAHOGANY. i i ih C iia` E ` N C O o cu i o o cu 4 m C9 6-FASTENERS:ASSEMBLY 5CREW5 AND ANCHORS SHALL BE AS 4 i i SPECIFIED IN THE CURRENT SET OF DRAWINGS.INSTALLATION AND X C I o N 3 LOADS AS PER THI5 APPROVAL. TYPE I TYPE 2 Q a SQUARE I/2'ARCH 7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR n 4 7 } R CONFIGURATION CONFIGURATION o ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: B B w w'Q w 7.I-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO 4 d i 4 < Q BE ATTACHED IN5URING PROPER ANCHORAGE. 7 7 O w 7.2-THE 517E SPECIFIC PROJECT CRITERIA.5UCH AS BUT NOT LIMITED i i TO.WINDLOAD5,LOCAL CODE REQUIREMENTS.DESIGNED PRESSURES ETC. w 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. TYPE 3 TYPE 4 FULL ARCH LITE WITH PANEL CONFIGURATION CONFIGURATION w O DE5IGNED PRE55URE RATING 000DUCr`REVU¢n v o plti.a witk the R.46 Pd= ± 75 P5F Riding C.& 0 Ampt.oce No C.1- v Z L� MAXIMUM FRAME SIZES: FINISHED WIDTH:FW=39 1/2' t�tiw mtc 1 Q In FINISHED HEIGHT:FH= 123 �` •LGti�� J TABLE OF CONTENTS: z MAXIMUM CLADDING sizes: •• ••• • • • • • •• Ari. tti.•d } m Q 1/2"GLA5LAM SAFETY-PLUS II IMPACT GLA:5 p °� Q Q SHEET CONTENTS • •• • • • SOD TYPE: ' U DLO:25 3/4"X 103 1/2" •• TRRM.GUlARQJAME•7RUE MAHOGANY MIAMI-DADE BCCO: 1 1/2"MAHOGANY 50LID WOOD PANEL p Q o 7 Q I OF 7 TYPICAL SINGLE ELEVATIONS,DE51GN RATING,GENERAL NOTES 9CIERT(ft N�METSWtIETEN1A'kAACROPHYLLA G.KING O Q O O DLO:25 3/4"X 75 I/2" •• ••• FA l!(:METIACERE 2 OF 7 TYPICAL PAIR ELEVATIONS,DESIGN RATING a 3 OF 7 TYPICAL ANCHORAGE LAY-OUT MINIMUM SPECIFIC GRAVITY: 0.45 U 4 OF 7 TYPICAL CROSS SECTIONS AND CLADDING OPTIONS LEGEND xALL FH-FINISHED HEIGHT 5_5F_T_ HARWARE LAY-OUT PH TYP : NA T 6 OF 7 ANCHORAGE DETAIL PRODUCT ASSEMBLY - - - FW-FINISHED WIDTH •�—• • I%pLAMIVA V MADF. FJWt= /j6'ANNEALLITE5- - - — - — — DATE: —— 7 OF 7 PRODUCT COMPONENTS AND BILL Of MATERIAL5 DLO-DAY LIGHT OPENING PLLJP GLAbLAM 5AFE-W-PLU5 Y INTERLAYER 02126118 DPH-DOOR PANEL HEIGHT • • • (5111 DETAII•IN SHEET 710• • • DRAWING 6 DPW-DOOR PANEL WIDTH • • •• •• • • • • 1 _ 18-.1 06 5MEn .. ._.... I OF7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �••.............,,� •.• N,, DE f1 R TYPICAL PAIR ELEVATIONS SF`s =,NL;g No.52609 * * is �Ci Ho :a3Q W IS STATE OF FW FW FW ��s CORIoeo DPW DPW DPN DPW DPW DPW SN0NAL �;;••••• u m o 0 MAX.36' MAX. 36' MAX. 36' MAX, 36' MAX, 36' MAX. 36' f��26 \ §N z DLO DLD DLD DLO DLO DL❑ z MAX,25 MAX.25 MAX.25 MAX.25 MAX.25 MAX,25 S 4 A A A")S o \\ a A / \\\ A 4 /i \\\ a M o / / C a \\4 xa /. x A i \ O x � ` � 4 4 O o / \ ru o / C o \ ti a ti XX X X �9 E + \\ D ¢ \\ D ¢ a ¢ \ / �gaz 0 4 / f PO Z \ O � 0a 3 TYPE 5 -TYPE G TYPE 7 SPLIT PANEL CONFIGURATION ARCH CONFIGURATION SQUARE CONFIGURATION eRODUCf REVI"D Q r eumplyin wilt.4 F166a 0 ImM+AHS NN Aaepnea e E.plrrYe p.te Z N Q aj • • Q czDESIGNED PRESSURRATING ZD< m Pd= ± -AS Pf*o • • • • •. Z < MAXIMUM oFRAMESIZES: •• • • i i Q FINI5HEDWIDTt*FW=76I/2• • •• MIAMI-DADE BCCO: (Du, FINISHED HELG.1! �1:3'• p'T <00 MAXIMUM CLADDING SIZES: 2 V U 1/2"GLA5LAM 5AFEh'-PLU5 II IMPACT GLA55 SCAM BY FOLtMER EXfRUTION TECHNOLOGY INC NA DLO:315'X IO!4/4' ••• • • • DA "` I 1/2"MAHO(�+N1•SOLID WOOD PAMEL '• •" • '• •—•- --" "` - —' '- •' - — DLO A?•5DX 10' /4'•7 S 1 •*'•'x• ••• • • 02/2 DRAM • • • ••it'Alit t i•• ••• 18-1 sne 2 0171 ••• • • • • ••• • • 11 TYPICAL ANCHORAGE LAY—OUT MAX. 39� DE F 75 MAX. (5EE 5HEET G OF 7 FOR ARCHOR DETAILS) 93 9� d••••'��C EN`' ��• 12 12 12 12 121 4 10 10 4 ,• �+�� 8 TOTAL 74 74 4 TOTAL •4N0. 52609 �`�" i °n zo tini ..KU OBD r ..a; i �umN u CLUSTER OF N n ��pO%STATE OF •� m m 5 ANCHORS =�Fs,---.�OR a �G�� • 30 o ONA cu cu Li Li Li FES W ` N 9 . 26 ?018 �d a im r cn J N S J cu tv m - tl cu CO3 x cs N f N N m cu z ti fLO wLZmNN "� O CLUSTER OF nO 5 ANCHORS v N a p J p qD 3'OC r-4m z N u �Iro -ICU -vu m N OO 3 �o'z 3 �� 74 74 ANCHORS SPACED ANCHORS SPACED 3 10 10 O p o 12 12 12 12 12 AT MAX. 12' OC f AT MAX. 10' OC 9 94 N g W z `u20 m z w �L CLUSTER OF N v o a Q= r 5 ANCHORS 3 3'OC FRAME W am MITTER a N ■1 FQ c� JOINT y 4 TOTAL 9O 9� W a Cl N r xQ 4 10 10 4 czK w J Y USO W a 75" MAX. � a -400 � MAX. 39� ?QQ 1L a N o N MAX. 39� N Q K N =J N .Lui LJ N. ��J 7m • ••• •cu LO • • •• 02 Z}]Q C3 T, _ +m • •• • • MIAMI-DADE BCCO: _ 4 u u (71 cu • • • • • w�u• • r cmWY s REVIMP Q O'T LL CLUSTER ❑F • ••• • • •- • • i itr the Fbd& 5 ANCHORS N N l4�No rs—o�s'_y 20u u�m 3'OC p*-6--m _� N SCA E: Nm • •^� • • NA • GRA �d - -DATE: • • • • • • 0212 G/I8 74 DRAWING e 12 1751112MAX.2 12 74 •• 94 a 10 ••• • ••• ••• 18-IOG 2 39 MAX. 3 OF 7 • • • • • • • • • • CLADDING OPTION5 TYPICAL CR055 SECTIONS `'.•.�,e•„,E F/lz ,•, � g SEE i ` W No. 52609 (SEE DETAIL IN SHEET n GL l CLADDING *e * '• ��d �>L _ DETAIL i 1/4' BEAD OF DOW f STAT OF CORNING 995 SILICONE o GL1 i �� Op�'�� ` >3 a OR F 1 2 D2 i•�cc�+s 1 O R I• #12x1 1/2' WOOD SCREWS I GL2 10pAL ,.•` "In @ 9.5 OC STARTING m N°i. / SEE SHEET 6 "••e„a,,,. •"� a 3 Q - "�� E FOR ANCHORAGE IN4 f Q AT 1 1/2' FROM` ^s q D3 EB z^z EA CORNER I DETAILS Dq A D4 1' OF FILM IN ALL #BX2 FHWS D3 PERIMETER TO BE SPACED AT 3'OC ° c) d MECHANICALLY FASTENER a o STAGGERED GLI OR z D5 GL2 M SEE o CLADDING��/ D3 A x DETAIL D4' (SEE DETAIL IN SXEEI 7)GL2 I W 0L 1/4' BEAD OF DOW }`}\ ) v D3 w O CORNING 995 SILICONE I /� D4 a p #12x1 1/2' WOOD SCREWS a w w = o o O 0 @ 9.5' ❑C STARTING �" SEE SHEET 6 a¢ a `z a N o AT 1 112' FROM ^s FOR ANCHORAGE o:a EA CORNER F1 DETAILS GOR1 D1 B N I O �Z Z #8X2 FHWS 2 csEE vuET s �- GL2 x4 0 e o N SPACED AT 3'OC STAGGERED 0 0 } u� z v�wsZ w I--DLO I SEE SHEET 6 z Q FOR ANCHORAGE v Q G2 INTERIOR DETAILS G2 G O Il Z DD 77 ruU Q Q EXTERIOR F2 N SEE SHEET 6 4 �--- DOOR PANEL WIDTH I G1 W FOR ANCHORAGE DETAILS FRAME WIDTH (FW) ZInO Fl F1 NOW SEE SHEET 6 0 K x2 D2 ••• • •D R WCHORAGE Z y]Q D2 DLO DLO • • •. • • • F• a� Q Z Q O D4 D6 3 • • • • • • • MIAMI-DADE BCCO: (o, G2 = <00 • •G2 • • • row G2 Dq •• •• • • • •• z 2,TU INTERIOR INTERIOR tRDDUCf REV16E0 SCAR: 1 va erKvieg with the fu” NA T EXTERIOR • • • ._ Axu�eNe ^0 (i•� - L DATE: EXTERIOR : • --•- - -•- • • • • • Date 02/2G/18 GL 1 ❑R • • • • •• • • -t `cmo DRAMNG A a GL2 D7 4 « - • • •• •• • • • • �1” I8-I OG HARDWARE DOOR PANEL-WIDTH DOOR PANEL WIDTH • 4 • !TiARDWAke• • - � SnEEr - IUIL 1 NOTE, 1 4 OF 7 • • • • • • • • • • 000 0 0 0 ••• 0 • p*. DE F/G!/�c•y ° '3-NATIONAL.GO"DIAM.THROW BOLTS HARDWARE LAY-OUT .��.'''e�GEN'�F�� ,g�•+ x4 ,� No.52609y`. o W 2 3/4' •4 ■3 4 TOTAL 23TOTAL w4 * * i < u�' 4 TOTAL 2 TOTAL x l L STAT OF 8 TOTAL •1 ppl ` � • �3�0 ❑ i \\\ / \\\ 4 TOTAL �1 s`r�ONAL ��,d'° v m p g i \ •1 TOTAL / u i `\\ e \\ M W Eg2�?018 <6)#14X1 1/4' // \\`� ro i/ `\\\ N Qa N WOOD SCREWS N r W / d ACTIVE INACTIVE \ ACTIVE INACTIVE / in W < -� 6 N ID W 13 a13 'DOUBLE PLATE \ •2 �/ N 02 �/ Li v •2 082THICK W ` STEEL \\\ i/ \\\ i z z \\\ El 0 a cu cv \\ 0 0 El \ / \ / F (V .�. IVW O Z z 3W 108' STEEL HARDWARE o 25 z w O KEEPER 1-4 1/2'x 4 112'..13G HAGER 1279 MINGE5 5PACED A5 PER rw- Q ) ELEVATION5 ABOVE AND CONNECTED WITH(8)#12x 1 1/4' •a c�f�_ S (2)#14X1 1/4' 1.a 5�Q z m FH SMS.(SQUARE DOOR,4 PER LEAF AND ARCM DOOR,3 x 1 w WOOD. SCREWS PER LEAF) 4 TOTAL ® 2-ARDIMPEX THREE POINT CREMONS ON ACTIVE LEAF d Q 3 FASTENED WITH(1 2)8I OX I I/2'FH SMS. 3-HARROW PRODUCT5 INC.FLU5H BOLT5 29GG UL L15TED i �---2' TOP AND BOTTOM OF INACTIVE LEAF. •1 i 4-5ECONDARY LOCKS(ACTIVATE ONLY WHEN HURRICANE 4 TOTALM i I j Q FORCE WINDS ARE EXPECTED)-NATIONAL 0.60 DIA THROW / / uj K BOLT ANCHORED WITH(G)A 1 4X 1 1/4'ON ACTIVE AND i INACTIVE DOOR5 TOP AND BOTTOM RAIL5. i U I- OO 2-ARDIMPEX THREE POINT CREMONE5 nm / Q L 5AME DETAIL TOP AND BOTTOM / x2 Q DC lC) N / j Q W TOP & BOTTOM MID GUIDE LOCK • • • / • • •• \ Z } Q GUIDE • N • \ • • • • Q Z<(� • • ' • • r2 \ MIAMI-DADE BCCO: 9 Q • • • • Q • :\\• \\\ 0 <00 \ • •• \ L/ :5VU lillN \\ \ 1*00"rBEVIS o strut: \\ \\ r eumPUVe with IY.FGwW NA • see • • \ • • 6wnC." l' �_ •. • -•Y-Am• «-• -• - A.R�tlKC No'I fr u L vY. DATE: W111 In • • s cu P.��Ir.W O.te 02/2 G/1• • • • •• • •(2) #10x1 1/2• (2) #10x1 1/ 1/2' IB-lob WOOD^SCREWS WOOD SCREWS WOOD SCREWS ••• • f • •a• ••• •t• •4 � � sneEr 3 1/4• 4 501`7 ••• • • • • ••• • • 00 00 0 00 -_ I�111/II/III/I by' TYPICAL ANCHORAGE DETAILS E F1 CCEN"9�('l FRAME WIDTH 1/4' FRAME WIDTH 11/4' FRAME WIDTH MAX. 4k? No.52609 1 CFM) I (FW) (FW) 1/4' FRAME WIDTH 1/4'. *' '✓k ' �ci 3 ' •� I (FW) i 9 nnx. i STATE FE #14 SS WOOD SCREWS' r 1/4' HWH f 1/4' ELCO 1/4' ELC❑ OR PT BUCK DRILFLEX �:�'�F �ORIM P/ N >3ep ULTRACGN i}•' ULTRACGN i •' BY OTHERS ` CONAL �' m Z 1/4' ELCO ULTRACGN t BY ELCO %sS NG o • a • a •�•ancon 1111 x 3 0 0 fF82B?Q/g z�z° •r. N. u 01 � ,. 4 EXISTING 4 STRUCTURE q [XiERIDR •. .. FX(ERIOR • r9RERIOR D"NoR �fI O, I nln. 0 OPTION I OPTION 2 OPTION 3 OPTION 4 0 FRAME WITH MAXIMUM 1/4'PT WOOD 5HIM FRAME WITH MAXIMUM 1/4"PT WOOD 5HIM AND FRAME WITH MAXIMUM 1/4"PT WOOD SHIMFRAME WITH MAXIMUM I/4"PT WOOD SHIM �,O 1/4'ULTRACON5 BY ELCO WITH 1 1/4"MIN. I"X PT CONT.WOOD SPACER AND 2"X PT CONT.WOOD BUCK BY OTHERS S EMBEDMENT INTO MASONRY 1/4"ULTRACONS BY ELCO WITH 1 1/4'MIN. #14 55 WOOD SCREWS OR 1/4'ULTRACON5 WITH 1/4"-20 HWH DRILFLEX 5ELF DRILLING 5CREW5 BY O x� O ELCO INTO MIN.1/8'A3G 5TEEL 0 (SEE SHEET 3 OF 7 FOR ANCHORS LAY-OUT) EMBEDMENT INTO MASONRY I 1/2"MIN.EMBEDMENT INTO WOOD(5G=.55) - O (5EE SHEET 3 OF 7 FOR ANCHORS LAY-OUT) (SEE SHEET 3 OF 7 FOR ANCHOR5 LAY-OUT) (SEE SHEET 3 OF 7 FOR ANCHORS LAY-OUT) N!(� O U` pS- 3 ACTIVE ASTRAGAL IN5TALLATION TO DOOR 5TILE FRAME AND DOOR ASSEMBLY n SAME DETAIL TOP AND BOTTOM °C "R a TYPICAL DOOR CORNER a 221/2' STARTING OF #12XI WOOD SCREWS SPACED AT 5' DCa a CONSTRUCTION �u�O wwz TYPICAL DOOR CORNER ASSEMBLY p Q MORTISE AND TENON �y N. O O O O 4OF CHEM BOND WW25 O GLUE APPLIED TO O CORNER CONNECTION Q TO FLUSH-BOLTS TYPICAL CORNER FRAMING TDP 6 BOTTOM CLUSTER OF (4) #12X1 CLUSTERAROUND FLUSH BOLT (8> #1CONSTRUCTION F 0 HARDWARE SPACED AT 13/4' (3) #8X2 PHZ In J _ NOTCH ODD SCREWS Q JAMB STILE W (D 0 Ili N / mO CHEM BOND WY25 / Z O K m INACTIVE ASTRAGAL INSTALLATION TO DOOR STILE �PP{.IrI�TO }]Q 5AME DETAIL TOP AND BOTTOM C EF ONtr7KftoN• • � Q Z Q C • • •• • • • • MIAMI-DADE BCCO: Q 0 U • • 0^/x000 • ••• • • • • '1RODvC r REVIM lY. 2v 0 ftwscar:: (%".&C.•Mif4 t4 Florid NA TYPICAL #12X1 WOOD SCREWS 2' -I _••• •:• • ••• _•• •• - AoapnaC." .No_l�r-d7 DATE: SPACED AT 14 1/2' OC - - "'1111 E.pitayp wte • • • • • • • • — 02/26/18 IIbTE:AF*R FKRMING*55EMBftkGE • •• v DRAWING# Yl •ALL•JO1 NT2 RRE TO BE SLkE i•• ••• ••• Ae AMir P CwMW 1 b-106 KITH DO 995 51LIC0 E. 5MER GOF7� ••• • • • • ••• • e • • • • • • • • • • • •• 90 • • 9 •• •• PRODUCT COMPONENTS AND BILL OF MATERIALS ••r•'"��•DE•F�•" DOOR PARTS CLADDING FRAME PAKT5 No. 52609 %n W N D5 * * m> 282 MID RAIL D3 7 q'• `u m a �° GLI- 1/2"GLA55LAM 5AFEY-PLUS II EXTERIOR _�p STATE F D I MOULDING LAMINATED GLAZING MATERIAL '.�,�''+.,�'Z ! .+�t1 ••' u a"> BOTTOM RAIL HY POLYMER EXTRUSION TECHNOLOGY,INC c� .OR1 3� --{ 1.00 1.50-t 1.50 I I 1.501 1.00 S's �(�''•• �O Z O 1-I I •..•.''•--/ONAL 1.25 0. 13' POLYURETHANE ••��•r�r .�•' a 3 0 0 0.88 3/16' 3/16" �x ��g� ANNEAL ANNEAL c n p 271 66- a GLASS. GLASS U v N N 0 2.63 3.88 aQ� 0.57 6,50 o£� N F I-JAMBS AND HEADER O 04 INTERIOR Q oa MOULDING 6.50 d GL2- 1 3/4"SOLID 1- O 2.56 1.44 2.50 O H� 0 1.33 MAHOGANY PANEL 2 O 2.25 0.95 �-MBE OF THREE-� //v\ _T PANEL SIZE L �_ c4<z z MAHUGWMY PLIES m oo 3 VOI �� m m N OO E U] D2 0 �.. } W STILES AND TOP RAIL � o 0 0 621 --I 1.00 -�1.50--�-1.50--� 1.50 1.00 `-- u <_ 1.75--IT GG�O w F2-THRE5HOLD o o<Q INACTIVE LEAF A5TRAGAL MO2IF 5 I o.so o.3e GASKETS u-Q THREE v I~ aWY PLIES P.63 W MA uj 2 25" BILL OF MATERIAL5 BOTTOM RAIL GASKET Z_Q�0 rtEMw m5cpjpTIONslzE REMARKSReMARK5 PEMKO V80D5 Q K U1 D7 x M _ J ACTIVE LEAF D3 E TER OR MOULDING I 1202 TOP RAL t 5TILF5 5' MAHOGANY HWCOSOD z ]V A5TRAGAL In D4 INTERIOR MOULDING H • °� } Q m N D5 MID RAIL 2.257(6.25 HO •r r .50 Q Q �2.25 THREE I 2. 13 D N N D6 INACTIVE ASTRAGAL 507 I. HO AN •• yI I� MIAMI-DADE BCCO: Q 0 OF 'T 7 ACTIV AL I O' H AN MNUG0.NY PLIES 1.00 0 GLI IMP •• O= ri SOLID PANEL 1.75'T M HOG D m = <00 FI JAMB AND HEADER 1.75X6.50' MAHOGANY WOOD U f'f P2 SILL 1.8757(6.50' MAHOGANY WOOD MOUIIC f REVD® 5CMP: - �- G BOTTOM RAIL GASKET 2.257(0.5' PEMKO V80DS VINYL �YLYI�i w46 rit ALllr{, NA o G2 FRAME 5EAL • 0.W�58' "HEGEIi7D5 G50 • • 65 lwrNng Cade l v� _ _ _ • • - • • • • Aocepa�ce Ne DaTE: J- e$oy In ••• • • • •• • ••• G2 E' dre�1: 02/26/IB` ODS 650 SGFILEGEL 6__ tla g _�L71,�. DRAW NG♦ o 1.50 ••.• •• ••• ••• •• WEATHER5TRIP R�iar'NrM ----ply- 18-106 SHEET 7OF7 ••• • • • ••• • • r ws �S - 1Zlg } - 'Wind Load Calculations-Free Wind Load Calculator Page 2 of 12 WIND LOAD CALCULATOR C prder for a structure to be sound and secure, the foundation, roof, and i alls must be strong and wind resistant. When building a structure it is .�. mportant to calculate wind load to ensure that the structure can withstand high winds, especially if the building is located in an area known for inclement weather..The main wind force resisting system of a building is a vital component. While wind load calculations can be difficult to figure out because the wind is unpredictable, some standard calculations can give you a good idea of what a building can withstand. Wind loading analysis is an essential part of the building process. If wind loading analysis is n correctly the resulting effects could include collapsed windows a doo ' ripped off roofing, and more. Contact BuildingsGuide for quotes o! n I durable prefabricated steel buildings. Types of Wind Load Forces on Buildings: • Shear Load - Wind pressure that is horizontal"and could make a building tilt:' .. `' • Lateral Load-A pulling and pushing horizontal pressure that can cause a building to l move off its foundation. • Uplift Load - Pressures from wind flow that cause lifting effects. To assist in your wind loading analysis, use the following wind load calc to get the necessary wind load calculations. Accurate wind load calculations•. r will that a safe, durable structure is assembled. "�' �•�0•0 . . • .. 0000 • . • 0000.. .. . 0000.. ind L oa inn d n Main Wind-Force Resisting System, peg�45CE 06 :000*0 "nd loads on structures 2005)for Enclosed or Partia/l}�'Eht'JosehG 0 0:0 • 0000 . 00000 0000.. ... Buildings • Using Method 2.-Analytical Procedure (Section 6.5) for L o w-Mse-Bui/dings• ••••:• 000000 Input Data 0. . . 0000.. • 0 : .0000. .. •• • • • 0 0 0 Wind Speed,V= so i mph (Wind Map, Figure 6-1) Id=Classification iv v j?l (Table 1-1 Occupancy Cat.) Expo v (Sect. 6.5.6) Ridge Height, hr 115.00 ft. (hr>= he) Eave Height,he = i0.00 ft. (he<= hr) Building Width = 175.00 ft. (Normal to Building Ridge) Building Length 170.00 �� ft. (Parallel to Building Ridge) Roof Type= Gable v E (Gable or Monoslope) ' https://www.buildingsguide.com/calculators/structural/ASCE705W/ 5/15/2018 Wind Load Calculations–Free Wind Load Calculator Page 3 of 12 1 . Topo. Factor,Kzt= 11.00 �� (Sect. 6.5.7&Figure 6-4). i Direct. Factor, Kd = 0.85- —� (Table 6-4) Enclosed?(Y/N) Y v (Sect. 6.2&Figure 6-5) Hurricane Region? Y v " RESULTING PARAMETERS AND ' COEFFICIENTS: f Member Properties for: Roof Angle, 7.59 —� deg. q = Mean Root 10.00 Ht., h= ` ft. (h= (hr+he)/2,for angle>10 deg.) j Check Criteria for a Low-Rise Building:i ' 1. Is h<= 2. Is h<= Lesser of L or B?Table 60'? Yes,O.K. 10-1 iYes,O.K. External Pressure Coeffs.,GCpf(Fig. 6-10):0 (For values,see following wind load tabulations.) _ •••••• Positive&Negative Internal Pressure Coefficients,GC (Figure 6-5): ••• •. 0•... •••.•• 0000.. .. . 000000 +GCpf Coef. 0.18 (positive internal pressure) ••• •• :0000: 000. 0 0 0 0 0 00000. 0000 . 00000 -GCpi Coef. (negative internal pressure) •••"' "' ' " 00• ` .. .. .. ...... ..000. 0 . . . • " as 0000.. .0000. If h< 15 then: Kh=2.01*(15/zg)"(2/a) (Table 6-3,Case 1 b) - :00 0: 0 0 0 .0 0 0 0. If h >= 15 then: Kh = 2.01*(z/zg)^(2/a) (Table 6-3,Case 1 b) 0 00 0 0 a 111.50 (Table 6-2)0 ' zg 1700.00 (Table 6-2) Kh 11.03 1 (Kh Kz evaluated at z= h) I = 11.15 (Table 6-1) 1 t Velocity Pressure:qz =0.00256*Kz*Kzt*Kd*V"2*I (Sect. 6.5.10, Eq. 6-15) r qh 120.88 psf qh =0.00256*Kh*Kzt*Kd*VA 2*1 (qz ` evaluated at z= h) https://www.buildingsguide.com/calculators/structural/ASCE705W/ 5/15/2018 Wind Load Calculations-Free Wind Load Calculator Page 4 of 12 Design Net External Wind Pressures (Sect. 6.5.12.2.2):4--- p .5.12.2.2): - p =qh*[(GCpf)-(+/-GCpi)] (psf,Eq. 6-18) E Wall and Roof End Zone Widths'a'and'2*a'(Fig. 6-10):0 t- a 14.00 1 ft. ° 2*a 18.00 ft. i MWFRS Wind Load for Transverse MWFRS Wind Load for Longitudinal Direction Direction = Net Pressures = Net Pressures Surface GCpf p Surface *GCpf p 1 (psfl (PS0 (w/ (w/-GCpf) (w/ (w/-GCpf) +GCpf) +GCpf) Zone 1 0.42 5.06 12.58 Zone 1 0.40 4.59 12.11 Zone 2 -0.69 -18.17 -10.65 Zone 2 -0.69 -18.17 -10.65 I Zone 3 -0.39 -11.88 -4.36 Zone 3 -0.37 -11.48 -3.97 Zone 4 -0.31 -10.32 -2.80 Zone 4 -0.29 -9.81 -2.30 Zone 5 -0.45 -13.15 -5.64 Zone 5 -0.45 -13.15 -5.64; Zone 6 -0.45 -13.15 -5.64 Zone 6 -0.45 -13.15 -5.64' F Zone 1 E 0.64 9.67 17.18 Zone 1 E 0.61 8.98 16.50• Zone 2E -1.07 -26.10 -18.58 Zone 2E -1.07 -26.19) •-18.580 '* • Zone 3E -0.56 -15.40 -7.89 Zone 3E -0.53 -14.82••:'•-7.31 " Zone 4E -0.47 -13.49 -5.98 Zone 4E -0.43 -12.74•••••-5.2 • .. .. .. ...... *Note:Use roof angle q = 0 degrees for Longitudinal Direction. ;••;•; •, . . . . . ...... # For Trans.when GCpf is neg.to Zones 21 •••••• For Trans.when GCpf is neg. in Zones For Long.when GCpf is negin Zones::•;• • 2/2E: 2/2Exib # Zones ME 25.00 ft. Zones ME 25.00 -1 ft. dist. = dist. _ Remainder of roof Zones ME extending to ridge line shall use roof Zones 3/3E pressure coefficients. MWFRS Wind Load for Transverse, MWFRS Wind Load for Long.,Torsional Torsional Case Case " Surface GCpf Surface GCpf " https://www.buildingsguide.com/calculators/Structural/ASCE705W/ 5/15/2018 Wind Load Calculations—Free Wind Load Calculator Page 5 of 12 E .� p = Net Pressure p= Net Pressure (Pso (Pso +GCpi) (w/-GCpi) +GCpi) (w/-GCpi) ` Zone 1T — 1.27 3.15 Zone 1 T — 1.15 3.03 Zone 2T — -4.54 -2.66 Zone 2T — -4.54 -2.66 Zone 3T — -2.97 -1.09 Zone 3T ` — -2.87 -0.99 Zone 4T — -2.58 -0.70 Zone 4T — -2.45 -0.58 Notes: 1. For Transverse, Longitudinal,and Torsional Cases: Zone 1 is windward wall for interior Zone 1 E is windward wall for end zone. zone. Zone 2 is windward roof for interior { zone. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls. Zone 1 T is windward wall for torsional Zone 2T is windward roof for torsional case case. Zone 3T is leeward roof for torsional Zone 4T is leeward wall for torsional case case. f 2. (+) and O signs signify wind pressures acting toward &away from respective •••• • surfaces. 0.00• 0690•6 3. Building must be designed for all wind directions using the 8 load crises*showi? :•: •• below.The load cases area lied to each building • •• comer in turn a �eferenc 0 •••••• comer. .. ` 4. Wind loads for torsional cases are 25%of respective transverse or l;;'.fudiJ 0 0••• ••;••• zone load value's.Torsional loading shall apply to all 8 basic load casevapplietrat each reference corner. Exception:One-story buildings with "h"<= 30"'buildings<=1• ••0• • stories framed with light frame construction,and buildings<=2 storjesodesigngd with flexible diaphragms need not be designed for-torsional load cases.. "•0 • 5. Per Code Section 6.1.4.1,the minimum wind load for MWFRS shall not be less ttw• ••0•' 10 psf. E 6. References o ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures". o "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. t Mehta and James M. Delahay(2004). R 1 s https://www.buildingsguide.com/calculators/structural/ASCE705W/ 5/15/2018 Wind Load Calculations—Free Wind Load Calculator Page 6 of 12 f t � WDA � 6 L Plan hr nhl-6(rTheL El evation ' r T�I' s�l 0 0 \�` 1Y• �r' k�' I - . . • o Aj C. ,,.�. ter :e. IAM• • • • • b \. . • • • •so • • tIFFE :**see Basic Load d . :see*: • . 1 t . TranSverse Diredlon 1 ong"nat Direfton ` Torsional Load Vases � a r 1 i https://www.buildingsguide.com/calculators/strucWmi/ASCE705W/ 5/15/2018 I i Wind Load Calculations—Free Wind Load Calculator Page 7 of 12 s l ' a ' f t I i E [i4 b j . 1 P • • •••• •••••• •••••• •• • •••••• • •••• • ••••• •••••• ••• • ••••• • TABLE 1-1 Occupancy Category of Buildings and Other Structures for Flood,Wind,Snow, Earthquake,and Ice Loads Nature of Occupancy Occupancy Category Buildings and structures that represent a low hazard to human life in the event of failure including,but not limited'to: -Agriculture facilities I -Certain temporary facilities -Minor storage facilities t Buildings and other structures except those listed in Categories I, III and IV II l https://www.buildingsguide.com/calculators/structural/ASCE705W/ 5/15/2018 Wind Load Calculations–Free Wind Load Calculator Page 8 of 12 Buildings and other structures that represent a substantial hazard to human life in the III event of failure including,but not limited to: - { -Buildings'and other structures where more than 300 people congregate in I one area -Buildings and other structures with day-care facilities with capacity greater than 150 -Elementary or secondary school facilities with capacity greater than 250 d -Colleges&adult education facilities with a capacity greater than 500 f -Health care facilities with a capacity greater than 50 resident patients but not having surgery or emergency treatment facilities -Jails and detention facilities I Buildings and other structures,not includes in Occupancy Category IV,with potential to cause substantial economic impact and/or mass disruption of day-to-day civilian life in I event of failure,including,but not limited to: -Power generating stations,water treatment facilities,sewage treatment facilities, and telecommunication centers -Buildings and structures not included in Category IV containing sufficient quantities of toxic,explosive,or other hazardous materials dangerous to the public if released Buildings and other structures designated as essential facilities including, but not limited to: -Hospitals and health care facilities having surgery or emergency treatment a facilities 0.0 0 -Fire,rescue and police stations and emergency vehicle garages •0000' ...••• -Designated earthquake,hurricane or other emergency shelters '..' ••• •� -Designated emergency preparedness,communication, and operation:•• •• •••••' centers and other facilities required for emergency response 0000.. -Power-generating stations and other public utility facilities required jr; n ;••• ' emergency ... `' 00:00* } -Ancillary structures required foroperation of Category IV structures d'uririg ••• 9000:0 an emergency :":': ' ' 4P 0 .00000 -Aviation control towers,air traffic control centers and emergency aircraft ]:9—s 0 • • hangars 0 • • """ . .. -Water storage facilities and pump structures required to maintain water '..'.' i pressure for fire suppression -Buildings and other structures having critical national defense functions -Buildings and structures containing extremelyhazardous materials where quantity of material exceeds:a threshhold quantity established by authority having jurisdiction The Basic Design Wind Speed,V(mph),corresponds to a 3-second gust speed at 33' above ground in Exposure Category"C"and is associated with an annual probability of . 0.02 of being equalled or exceeded (50-year mean recurrence interval). For Basic Wind Speed Map (Fig.6-1)see'Wind Map'worksheet of this workbook.. https://www.buildingsguide.com/calculators/structural/ASCE705W/ 5/15/2018 l Wind Load Calculations—Free Wind Load Calculator Page 9 of 12 I , i Surface Roughness Categories for the purpose of assigning Exposure { Category are defined as follows: Surface Roughness "B": Urban and suburban areas, wooded areas or other terrain with numerous ' closely spaced obstructions having the size of single family dwellings or larger. Surface Roughness"C": r Open terrain with scattered obstruction s'having heights generally < 30 ft. This category includes flat open country, grass lands, and all water surfaces in hurricane prone regions. Surface Roughness "D": Flat, unobstructed areas and water surfaces outside hurricane prone regions. This category includes smooth mud flats, salt flats, and unbroken s ice. I Exposure Categories are defined as follows: Exposure "B": Exposure B shall apply where the ground surface roughness condition, as defined by Surface Roughness B, prevails in the upwind direction for a distance of at least 2600 ft. or 20 times the building height, whichever is greater. Exception: For buildings whose mean roof height <= 30 ft., the upwind distance may be reduced to 1500 ft. Exposure "C": Exposure C shall apply for all cases where exposures B and D do not apply. l Exposure "D": '... ...... Exposure D shall apply where the ground surface roughness,,as:definedZy: ••••�• Surface Roughness D, prevails in the upwind diection for a distance >_ :••••: r 5,000 ft. or 20 times the building height, whichever is greaterrxjposu+D:- shall extend into downwind areas of Surface Roughness B or•E;fof a •••• : ••••• distance of 600 ft. or 20 times the height of the building, whiChdver is greater. • . . . . ...... The eave height,'he',is the distance from the ground surface adjacent to the beildingto,•. '••••' the roof eave line at a particular wall. If the height of the eave varies along the wall,thy average height shall be used. This program assumes that a Gable roof is symmetrical,as the ridge line is assumedin the center of the building width. For flat roofs(roof angle=0 degrees),either Gable or Monoslope may be used. The Topographic Factor,KA,accounts for effect of wind speed-up over isolated hills and escarpments (Sect. 6.5.7 and Fig. 6-4). KA=(1+K1*K2*K3)"2(Eq. 6-3),where: H = height of hill or escarpment relative to the upwind terrain,in feet. r Lh= Distance upwind of crest to where the difference in ground elevation is half the height i of hill or escarpment,in feet. i { https://www.buildingsguide.com/calculators/structural/ASCE705W/ 5/15/2013 Wind Load Calculations-Free Wind Load Calculator Page 10 of 12 { K1 =factor to account for shape of topographic feature and maximum speed-up effect. i K2=factor to account for reduction in speed-up with distance upwind or downwind of crest. 1 K3=factor to account for reduction in speed-up with height above local terrain. x=distance(upwind or downwind)from the crest to the building site,in feet. z= height above local ground level,in feet.. The effect of wind speed-up shall not be required to be considered(Kzt= 1.0)when i H/Lh<0.2,or H< 15'forExposures'C'and V,or H<60'for Exposure'B'. Wind Directionality Factor, Kd(Table 6-4) Structure Type Kd Buildings ' Main Wind-Force Resisting System 0.85 Components and Cladding 0.85 ' Note:this factor shall only be applied when used in conjunction with load combinations specified in Sect.2.3 and 2.4. Otherwise,use Kd = 1.0. This worksheet assumes either Enclosed or Partially Enclosed buildings,and does not I consider open buildings. ' 1. An enclosed building is a building that does not comply with the requirements for open or partially enclosed buildings. ; 2. An open building is a structure having all walls at least 80%open. 3. A partially enclosed building complies with both of the following conditions: the total area of openings in a wall that receives positive external pressure exceeds the sum of the areas of the openings in the balance of the building envelope(walls and roof) by more than 10%;and `�`• # o the total area of openings in a wall that receives positive extern P al pressure, ... •• i exceeds 4 sq ft or 1%of the area of that wall,whichever is smage�and thle-V of .... • openings in balance of the building envelope does not exceed 0%?- The %?•The building Mean Roof Height,h,'is determined as follows: •" •••• '•"` For buildings with roof angle> 10 degrees: h= (hr+he)/2 • For buildings with roof angle<= 10 degrees: h = he • For an enclosed or partially enclosed building to be classified as a Low-Rise b`ui;ding,$De•;• .... •• ' following 2 conditions must both be met: 1. The building mean roof height,h,must be<= 60 ft. •' ` 2. The building mean roof height, h,does not exceed the least horizontal dimension,L t or B. } External Pressure Coefficients,GCpf,for MWFRS(Fig. 6-10): Roof Angle,8 Building Surface(Zone) (deg.) 1 2 3 4 5 6 1 E 2E 3E 4E 0-5 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 443 ' } 20 0.53 -0.69 -0.48 -0.43 -0.45 -0.45 0.80 -1.07 -0.69 -0.64 30-45 0.56 0.21 -0.43 -0.37 -0.45 -0.45 0.69 0.27 -0.53 448 90 0.56 0.56 -0.37 -0.37 -0.45 -0.45 0.69 0.69 -0.48 -0.48 https://www.buildingsguide.com/calculators/structural/ASCE705W/` 5/15/2018 t I Wind Load Calculations—Free Wind Load Calculator Page 11 of 12 Internal Pressure Coefficients,GCpi(Figure 6-5) Condition (+/-) GCpi Partially enclosed buildings +0.55,-0.55 ' dings+0.55,-0.55 +0.18,-0.18 Per Sect. 6.5.11.1,for a partially enclosed building containing a single,unpartitioned large volume,the GCpi coefficients shall be multiplied by the following reduction factor, Ri: Ri = 1.0 or Ri=0.5*(1+(1/(1+Vi/(22800*Aog))"0.5))<= 1.0 where:Aog=total area of openings in the building envelope ( r (walls and roof,ft."2). Vi =unpartitioned internal volume(ft"3). ' Note:This program assumes NO reduction of the GCpi coefficients for large volume, buildings.Thus,Ri = 1.0. Terrain Exposure Constants (Table 6-2) Exposure Category a zg (ft) B 7.0 1,200 C 9.5 900 D 11.5 700 Importance Factor, I (Table 6-1): E Non-Hurricane Prone Regions Category and Hurricane Prone Regions Hurricane Prone Regions t with V>100 mph with V= 85-100 mph and Alaska I 0.87 0.77 II 1.00 1.00 ��•• III 1.15 1.15 • IV 1.15 1.15 •••••• •• ••��• Note:in the U.S. and its territories hurricane prone regions are defined as:,--** ••• 1. U.S.Atlantic Ocean and Gulf of Mexico coasts where the basic wind%veed is>9U►. : ""'• mph .. .. .. ...... 2. Hawaii, Puerto Rico,Guam,Virgin Islands,and American Samoa. .,.... Per Code Section 6.1.4.1,the minimum wind load to be used in the desigrlafttfe Main. . { Wind-Force Resisting System shall not be less than 10 psf. •• • f Width'a'is equal to 10%of least horizontal dimension or 0.4*h,whichever is smaller, but not less than either 4%of least horizontal dimension or 3'. Per Code Section 6.1.4.1,the minimum wind load to be used in the design of the MWFRS shall not be less than 10 psf multiplied by the area of the building or structure projected onto a vertical plane normal to the assumed wind direction. For Transverse Load Case the roof pressure coefficient,GCpf,when negative in Zone 2 or 2E,shall be applied in Zone 2/2E for a distance from the edge of the roof equal to 0.5 times the horizontal dimension of the building parallel to the direction of the MWFRS.being designed or 2.5*he at the windward wall,whichever is less;the remainder of Zone WE extending to the ridge line shall use the pressure coefficient GCpf for Zone 3/3E. https://www.buildingsguide.com/calculators/structural/ASCE705W/ 5/15/2018 MARK: 001 % " ' ' " " Or HANDING (TBD) 1/e" GVCtVt :.:8: ' , 4 1/2" EXTERIOR DOOR % . . .. QTY: 1 U. .. .. � A 0 N. N Z n o � e TO BE DETERMINED W Of FINISH -------------- W HANDING HINGES FINISH -------------- p HARDWARE TRIM----------- HARDWARE FINISH----------- W CASING -------------- x W LL:� C 34 1/4" SLAB--] 37" BOJ 39" MO HORIZONTAL SECTION Instalation by ROATAN Cigna, residence 405 IMF- 1 X 8 PT Bucks RIPPED TO 5" (BY OTHERS), Stain GRADE Mahogany, Finish (TBD), Pre—hung Door, Miami Dade County Approval. sergio 12-13-17 1 2 EXTERIOR: 1 3/4" x 5 1/2" KERFED Jamba, 1 Y'4" Threshold, 2 Y4" Thick Slabs, AP-425, Subblestrip, Weatherstripping bronze, custom -Jamb W9atherstop, Casing (T8D), 1" x 1" S4S Brickmold, SOSS Concealed hinges, Hinges finish (TBD) ---- 9/18" laminated clear Impact resistant glass, Hoppe Hardware, Hardware trim (TBD), Hardware Finish (TBD) Roaton Mahogany USA " (DOOR HARDWARE TO BE_INSTALLED_ON SITE) 40M Aurora se. coral GabW, n. 33146 WL 305 774 1999 Fax, 300 774 0083 — 1 x B PT BUCKS (BY OTHERS � •�� •� 1/2" ____s. TH RU „C" 1" C _. 000 —, — i/4" 1 3/4" • •. • • • • • • • • ••• • • • • •• • T— THRU B — 1- T- -----Bevel 5' -+I 2 1/4"{-- \ 7/S" A 1/2'--I ,F] IIIII II . LH 1 --- I---T' T HAI ----- I IT i u II Cigno residence go APPMW sergio 12-13-17 2 w 1/2j; \ 1/s�� " ---- custom s=-I 1/2" Roctan Mahogany USA ," 40040 Aurora St Carol(Was, Fl.33146 - - - - W. 306'774 5990 Fa, 305 774 0003 MIAWDADE MIAMI-DARE COUNTY +� PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 j NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econ0mv Roatan Mahogany USA,Inc. 4004C Aurora Street Coral Gables,FL 33146 SCOPE: e. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The F documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section . (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or materialtested 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. RER reserves the right to•myoke this acceptance, if it is determined by Miami-Dade County Product Control Section that thi$prpdVct or nitterial fails td•;• meet the requirements of the applicable building code. P F.0 •T •:• ••• ;• This product is approved as descnbed herein,and has-been designed to"comply withthe including the High Velocity Hurricane Zone. A-Qr . _. TSE„.. •.... . • DESCRIPTION: Swietenia Series Outswing glazed Wood Doors-L.M.L AbDRF�s • APPROVAL DOCUMENT:Drawing No.18-106(former 15-255),titled"Swieteni ••• aho ••.... Door-glazed Door",sheets 1 through 7 of 7,dated FEB 26;2018,prepared by PPMF, a std an led b .• Pedro M.De Figueiredo,P.E.,bearing the Miami-Dade County Product Control Revision stamp wi lice ••• • Acceptance number and expiration date by the Miami-Dade County Product Control Sec;ioE6•• ;•••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • Limitations: 1. See sheet 5 for hardware. See primary locking notes 2&3 and additional secondary locking required during Hurricane events,per note 4. 2. Partial Raised Wood panel(glazing type GL-2 per sheets 2,4&7)is limited to max.25"W x 75-1/2"H. 3. Mm 3ksi concrete required at'head/sill installation. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 follow_ ed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. + This NOA revises NOA#15-0921.10 and consists of this page 1 and evidence pages E-4 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed.by Ishaq I.Chanda,P.E. t NOA No.18-0305.04 httaMwA�e coura-nr Expiration Date: August 08,2019 ® Approval Date: May 03,2018 Page 1 M Roatan Mahogany USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' 1. Evidence submitted under previous approvals t A. DRAWINGS y 1. Manufacturer's parts drawings and sections(submitted under files below) 2. Drawing No. 15-255(previous 12-132-R1),titled"Swietenia Series Mahogany Swing-Out Door-glazed Door",sheets 1 through 7 of 7,dated AUG 26,2015,prepared by EngCo Inc.,signed and sealed by Pedro M.De Figueiredo,P.E. i B. TESTS(submitted under files#14-0722.10/#13-0814.04/#12-0713.06/#07-0717.08) . 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 P1?0,1ECT 2)Uniform Static Air Pressure Test,Loading per FBV_VW 2022 3)Water Resistance Test,per FBC,TAS 202-94 DATE ISS E 4)Large Missile Impact Test per FBC,TAS 201-94ADDRESS 5)Cyclic Wind Pressure Loading per FBC,TAS 20S # . 6)Forced Entry Test,per FBC 24113.2.1,TAS 20-�r# •• ;• along with marked-up drawings and installation diagram of an outswing mal1bg1hy a �;• ' Hu Mane Engineering&-Testin ,Inc. Test-Reports Nos HETI-0 14 18Vcted-10/2g�41,� ' 1095,dated 11/2/01,HETI-01-1185,dated 4/18/01,HETI-01-1077;dated IIJ2401,HETI-Al-119Q,'•••: dated 11/25/01,HETI-01-1079,dated 11/26/01,HETI-01-1007,dated dated••• 4/18/01 and HETI-01-1006,dated 10/26/01,all signed and sealed by Hectdf Iftina,t f •. ••••• .0 of g0 o egos.. C. CALCULATIONS e•• e 1. Anchor Calculations and structural analysis,complying with FBC2014(5 h gditionjprepared�y e•, EngCo Inc.,dated 04/26/2016,signed and sealed by Pedro De FigueireiiosTZ. go.•.• e'•: D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology Inc.,former Nebula Glass International,Inc. dba Glasslam for"Glasslam Safety Plus H Laminated Glass", expiring August 08,2018. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`Edition),prepared by Engco Inc.,dated 08/24/2015,signed and sealed by Pedro M.DeFigueiredo,P.E. - 2. Statement letter of conformance to FBC 2007 &FBC 2010,prepared by Engco Inc., dated 08/13/10, signed and sealed by Pedro M.DeFigueiredo,P.E. (submitted under file# 12-0713.06). 3. Statement of lab compliance,as part of the test report G. OTHER(Items#2&#3 submitted under files#14-0722.10) 1. This NOA revises#14-0722.10,expiring AUG 08, 2019. 2. Copy of Bill of sales between Roatan Mahogany Millwork,Inc.(seller)and Roatan Mahogany USA,Inc. (buyer)dated 09/26/13, signed by respective official of the companies. 3. Florida Department of state,listing of active status of Roatan Mohagany USA,Inc. Ishaq I.Chanda,P.E. Product Control Examiner ' NOA No.18-0305.04 Expiration Date: August 08,2019 Approval Date: May 03,2018 E-1 i i Rotan Maho2any USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted f I A. DRAWINGS 1. Drawing No. 18-106 (former 15-255),titled"Swietenia Series Mahogany Swing-Out Door-glazed Door",sheets 1 through 7 of 7, dated FEB 26,2018,prepared by PPMF, Inc., signed and sealed by Pedro M. De Figueiredo,P.E. Note:This revision consist of FBC updated note and DWG#. 1 B. TESTS 1 1. None. a ' C. CALCULATIONS u:, # 1. None. 1r ...... 2. Glazing complies w/ASTME-1300-04&-09. <%f F��.''t' C • 400 1 D. QUALITY ASSURANCE # •• ' ...... 1. Miami Dade Department of Regulatory and Economic Resources '• " . • { E. MATERIAL CERTIFICATIONS 0 660 ' 1. Notice of Acceptance No. 16-0208.12 issued to Polymer Extrusion Labor-etely, dba G lam for •' their"Glasslam Safety Plus 110 Glass Interlayer",expiring on 08/01/18 ;.�.;. ••••'• F. STATEMENTS 1. Statement letter of conformance to FBC 2017(61 Edition),dated FEB 27,2018,prepared by PPMF Inc., signed and sealed by Pedro M.De Figueiredo,P.E. ! G. OTHER 1. This NOA revises 15-0921.10,expiring 08/08/2019. 2. Verification test required at renewal per RER e-mail dated APR 23,2018. r 4 t f Ishaq L Chanda,P.E. Product Control Examiner NOA No.18-0305.04 Expiration Date: August 08,2019 Approval Date: May 03,2018 E-2 ' i • tCJ' ••s•saasaasq•- GENERAL NOTES: TYPICAL SINGLE ELEVA1 645 Miami Shores Villa a .••`�•�!r• �E,f�G'"• O .• p .......,.� GF FLORIDA BUILDING CODE 2017-GTH EDITION- HVHZ '`p 4.;Q' LARGE t SMALL MISSILE IMPACT RATED PW FW APPROVED BY DATE Q ': u No. 52609 = :� w W Ln I- DEFINITION:THI5 PRODUCT IS A SWING-OUT MAHOGANY DOOR; MAX. 39j' MAX. 39j' ` " z w DESIGNED, CONTRUCTED AND ERECTED TO ENCLOSE AN AREA, ZONING DEPT z O PROVIDING PROTECTION FROM HURRICANE FORCE WINDS WITHIN DPW DPW f/ ? ? ; N w Pu STAT OF I • fL THE ALLOWABLE DESIGNED PRESSURES AND LIMITATLONS STATED IN MAX. 36j' MAX. 36j' BLDG DEPT ' THIS APPROVAL. R 1 .P••'P�� >3 p DLO DLO SUBJECT TO COMPLIANCE WITH ALL FEDERAL •'•.FS " '° C� •� 'u O U 2-CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN MAX.254 MAX. 254 •"•••.s�ONAI- ��;`•�` 0 m O O ACCORDANCE WITH THE FLORIDA BUILDING CODE, HIGH VELOCITY STATE AND Cot INTY RULES AND REGULATIONS '-ai�a11f1ss s�• z ¢ HURRICANE ZONES (HVHZ). \ \ FW FW 4%'Zs z ~i� - \ 39j'_ ¢!/ � - 3- POSTING: A PERMANENT LEGIBLE DECALSHALLBE PLACED ATA \ A MAX. MAX. 39j"_ ku \ READILY VISIBLE LOCATION STATING THE FOLLOWING: \\ 4 \ A DPW DPW S "ROATAN MAHOGANY USA, INC.-MIAMI - FLORIDA of\\\\ n 4\ MAX. 36j' MAX, 36j' LARGE M1551LE IMPACT RESISTANT M A \\ _ A \\ DLO DLO '..'•; ••••• SWIETENIA SERIES -5WING-OUT DOOR L`' a \ MAX.Ga \ •••••• ••••• MIAMI-DADE COUNTY PRODUCT APPROVED" «v \ ;n, \ 254 MAX.254 • ' (h a e •••••• • • c')cxi O O C cu o Mo C 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND '" 4 i 4 i \ ••• •••• •••• PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH so*:6 6•••lam sees SPECIFIC PROJECT.THE CALCULATED DESIGNED PRE55URE MUST NOT ¢ Q < 41 Q x¢ 4I 4 of \\\ 4 ••:••: ••• O *:so • EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIFIED.THE DE51GN f f A \ •• .• �•Q so* * • PRESSURES,AS DETERMINED FROM A5CE 7-10, ARE TO BE MULTIPLE �� .x„ f�\ C ••.... .D .' BY O.G. i g i g \ ch 4 . • O • \ _ \\ • • p••Sj•� p ••••• 5-MATERIAL: ALL WOOD MATERIAL TO BE FABRICATED FROM KILN �` A \\ �` A ¢ \\\ ••••• _Z - _ *see* 3 � r O DRIED MAHOGANY. ;i ;i cMu M C �,� E • 6-FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS o N o \ < z ;r. '" � 4 � '" � vF i u�o<z 3 SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND x O u� LOADS AS PER THIS APPROVAL TYPE I TYPE 2 ¢ 41 t� ¢ 6=4 «t, 6Ss' o g w SQUARE I/2 ARCH g u� �� e .CJ 10 N 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, c v a 01>- w CONFIGURATION CONFIGURATION 0 O g Z ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: B B c�°� w 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. O ~ Q 7.2-THE SITE SPECIFIC PROJECT CRITERIA,5UCH AS BUT NOT LIMITED _ °� w TO,WINDLOAD5, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. .02 Sod 7.3-THAT THI5 APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. TYPE 3 TYPE 4 FULL ARCH LITE WITH PANEL CONFIGURATION CONFIGURATION p •MMUC C REVISED DESIGNED PRESSURE RATING RE ILI 0c CEI V E ��with the nod* � 0 Pd= _ 75 PSF D &AdingcQ v N _j MAXIMUM FRAME SIZES: MAY 8 1018 A 1vn. OS•d v Z 1L pAt� FINISHED WIDTH: FW= 39 1/2" Q L FINISHED HEIGHT: FH= 123' �` • LGA�" J TABLE OF CONTENTS: Z In MAXIMUM CLADDING SIZES: ¢ (2 Q Z Q Q 1/2"GLA5LAM SAFETY PLUS II IMPACT GLA55 e ;, Q WOOD TYPE: SHEET CONTENTS DLO: 25 3/4"X 103 1/2" VERNACULAR NAME: TRUE MAHOGANY _ 'MIAMI-DADE BCCO: Q ov < I I/2" MAHOGANY 50UD WOOD PANEL SCIENTIFIC NAME: 5WIETENIA MACROPHYLIA KI O L O OF 7 TYPICAL SINGLE ELEVATIONS, DE51GN RATING,GENERAL NOTES DLO: 25 3/4"X 75 112" _ - 20F7- TYPICAL-PAIR-ELEVATIONS, DESIGN RATING - FAMILY: MELIACEAE ' - "' a - Q O O —3 OF 7 TYPICAL ANCHORAGE LAY-OUT -- - - - - - - - — - — -�- MINIMUM SPECIFIC GRAVITY:,0.45- - - v 4 OF 7 TYPICAL CROSS SECTIONS AND CLADDING OPTIONS LEGEND r scAle: 5 OF 7 HARWAKE LAY-OUT FH - FINISHED HEIGHT GLASS TYPE: NA 6 OF 7 ANCHORAGE DETAIL, PRODUCT ASSEMBLY FW- FINISHED WIDTH 1/2"LAMINATED MADE OF TWO 3/16"ANNEAL UTE5 DATE: 7 OF 7 PRODUCT COMPONENTS AND BILL OF MATERIALS DLO- DAY LIGHT OPENING PLUS GLA5LAM SAFETY-PLUS II INTERLAYER 02/26/18 DPN - DOOR PANEL HEIGHT (SEE DETAIL IN SHEET 7) DRAWING# DPW- DOOR PANEL WIDTH 18-106 SHEET _ - - -- - - - - - - - - - — — I OF 7 •.•''"�. DE F/AGF o TYPICAL PAIR ELEVATIONS ,•• _ ;g / No. 52609 = - °' Wu in "" .* Nci U' 0v .. - 02 .0 - I L J :..1' STATE OF r: �.� m FW FW FW ::�,c►'., �� 0 R 1 P� � ••' 5 3 �o •.,FSS "•-...•....• G •• W O 0 DPW DPW DPW DPW DPW DPW • ''s/ONA� ��''••• 0 m o 0 MAX. 36" MAX. 36' MAX. 36" MAX. 36' MAX. 36" MAX. 36" fF8�2111'I' `�• - lu a 3 ~ Q 6' = z � DLO DLO DLO DLO DLUDL❑ - z IL MAX.25 MAX.25 - MAX.25 MAX.25 MAX.25 MAX. 25 4 / \ 4 / \ 4 / \ 4 .. • N •• C3 \\ A \\ A \\ •••�•• lic ••••• Fa \\ 4 \\ 4 C \\ C ...... ..... o 431: \\ 4 \\ \\ •••• •••�/ •••• / \\ O / \ • • • • 8 :::::. / A 4 4 A , / A rev / D : • : �• � O 900:0 N N / \ N N 0O / C \ N O 0cu O / \ • • • ••••• Q ¢ \ eD i Q ¢ \ D / ¢ a \ 0QZ In \ %/ \\\ i/ \\\ 001 MSO / f: o CC),,p c�'n s u pO 0 -* W t B B w 4 \\ i/ 4 L'd a \ p Z DD &02 TYPE 5 TYPE G TYPE 7 SPLIT PANEL CONFIGURATION ARCH CONFIGURATION SQUARE CONFIGURATION tgtOflU6 C REVISED � Q asF Ptyigg with the ed& Q LIU ming c / — 0 .v4 Acct#taaec No fttc Z O DESIGNED PRE55URE RATING -' Pd= :t75 P5F Q z Q MAXIMUM FRAME75 1 MIAMI-DADE BCCO: Q 0 u -i FINISHED WIDTH: FW= 75 I/2" a FIN15HED HEIGHT: FH= 123" _ _ 0_<00 z MAXIMUM CLADDING SIZES: - "�` _ -f - <c CLI U K 1/2u GLA5LAM 5AFETY-PLU5 II IMPACT GLA55 5CALE: BY POLYMER EXrKLMON TECHNOLOGY INC NA DLO: 25'X 103 3/4" DATE: 1 1/2"MAHOGANY 50LID WOOD PANEL 02/26/18 DLO: 25'X 100/4" '151�r' DRAWING 18-106 — 5HEET -- - _ - - - -- - - - 2 OF 7 TYPICAL ANCHORAGE LAY-OUT MAX. 391 •••'`��••�i�• •'`••. 752' MAX. (SEE 5HEET G.OF TFOR ARCIIOR DETAILS) 2 •�•'�Q�• DE.�'G�/�'• O 12 12 12 12 12 �(1 94 10 10 94 •••'�pQ`,�"'��CENSF-.,� g �, 8 T❑TAL 74 74 .4 T❑TAL-, \ 1 s% � o, z.N _L No. 52609 At o W °D ^ �.0 ` STATE OF � $ "m c\1 W� CLUSTER OFJ cu N c �o %.�,c p , � •••, m 5 ANCHORS '" '•.`Fs ,C,pR, 0•"'"�� •' o O 1.1 3'OC cu W •••••SOON ��••••� N m z •i �� A n l q M `•ging 3 Q d M a IL CL � �' 9j, ? z F g E8 z 6 D18 N N N (h J cu J 9+ • N Q ¢W Cu (1J N N 1 • • (� • •••• (7 .- C3 •• • y • LJ Lal •••••• ^ •90••• f f� N N c OC •••�•• • • •• LJ r, LJ • •••• L-0 •••• •••• • • Z • • • • Fz-1 (u i--i W ; (u •••• •••qn/ • ••• 06.06• •• 8 • i••• (u N' cu (`) 0000•• 0000 • 0000 M (u .-� • CLUSTER OF 0.0.00 • p 0 • 5 ANCHORS N a a •.• 4 Q •••. a...3, O • • . . .... I_Ioo 3 ❑C No .. ;cn Q . • Nm �N rN (u (n QUI O 7 7 o z > _..... -- —--- --- -- - ----- ---- ---- ---- --- -- PtC-H©RS��A��B- - ---- - _._.. -- 10 -10--- - - -.._— _ N---------- -- �- ANCH❑RS--SPACED g - 9 - - -- --- o O w 12 12 12 12 12 AT MAX. 12' ❑C AT MAX. 10' ❑C 4 a Q w oa5z j2 (3Q W "Jf�� n ,� v Q O z F- d/ CLUSTER ❑F t AFRM/T o 0 Q Q 3 r 5 ANCH❑RSoOc oOc g ji 3'❑C A •--tao FRAMEcu (27 cy) T (cunMITTER r, ¢ r, �(1 W JOINT W CU X 4 T❑TAL 94 10 10 94 clu w U0) -1 1 Q 751' MAX. a J a MAX. 392 ? a 2 � N� MAX. 392 N Q�to z> N N W N ^' ]0 J S J ~ 0 'll .-. z < I . i Z , , Q _ PaoQ�,c€ � MIAMI-DADE BCCO: Q Q o -i cy) uj a CLUSTER ❑F a a cmpiyisg WilkftFWA& Z C) Q 0 5 ANCHORS d' eNo ler^O - y W/ 2 It.() 3'DC - - - - = - gw4irsmw pste - �107 SCALE r-100 cu NOD �� -��r-- NA 3 DATE: 02/26/18 712 12 12 12 12 74 9 10 10 94 18106 4 752' MAX. - - f 392' MAX. - - - - --- - - - - -35p7 - - - f CLADDING OPTION5 TYPICAL CROSS 5ECTIONS �•••'��•0 ..••'�D"ENF/�'UFj' �0 ••• ,,•'�,� Sic u"gi�o W ILN (SEE DETAIL IN SHEET nSEE cs U' GL 1 CLADDING NO. 52609 1 z N _ DETAIL = 7C mED � iz� Ai. .0 ED cm w STAT OF ••• m 1/4' BEAD OF DOW •. O =.% ,c P rf ••• CORNING 995 SILICONE o GL 1 2 �••�F .,�O R 10...•• • > 0 a f❑R F1 D2 ss ••........... �� •• tomo •••• . CONAL �• • Z� #12x 1 1/2' WOOD SCREWS (U / GL2 SEE SHEET 6 •'••.,,,«�of• ,.••• Z o?0 0 @ 9. 5' ❑C STARTING °�°+' _ \ _ FOR ANCHORAGE w4 D3 fF - -- - AT 1 112' FROM- ^ - 4 _ - z EA CORNER _ I DETAILS D4 r 4 26` ?�jg 6 ^ Lot D4 u,0� o_ o_ 1' OF FILM IN ALL #8X2 FHWS 0 D3 PERIMETER TO BE SPACED AT 3'❑C MECHANICALLY FASTENER O O STAGGERED uw uw G �••� ac GL1 ❑R •,•• �+ •• Z SEE DS N o GL2 ...... ..:. CLADDING _�/ D3 A z •••••� • . .... LO DETAIL D4 \ • (SEE DETAIL IN SHEET 7) GL2 ' ^ w .... ...� ... I L, D3 = • • J .. •• •• * Poor 1/4' BEAD OF DOW z o� CORNING 995 SILICONE = D4 cr ' � '. .�-. d • • F. 0 • •••• �••• 0 #12x 1 1/2' WOOD SCREWS w-j = oc o ' @ 9. 5' ❑C STARTING °�° SEE SHEET 6 �¢ w a 3N',JAI •••' 04 AT 1 1/2' FROM ^s FOR ANCHORAGE GL 1 a D 1 'g'Ut� 0 EA CORNER F 1 DETAILS �- ❑RLn e Q Z z 4 *2 (SEE SHEET s) GL2 )t40 O o N>, can SPACED BAT 3H❑C oc )K4 (SEE SHEET 5) w o 3� ' STAGGERED o O , " w }- w w o _gZ Z �--DLO I SEE SHEET 6 pROJF ~Q r Q FOR ANCHORAGE CT G2 INTERIOR DETAILS G2 N'NFq O w EXTERIOR F2 OgFSS OFu „= OR oomc can C G1 ��` I j 0 SEE SHEET 6 e DOOR PANEL WIDTH I W _ FOR ANCHORAGE �`"' - DETAILS Z N 0 FRAME WIDTH (FW) F1 F1 Q�c� - - Q(n ------ � J )K2 D2 FOR ANCHORAGE C2 SEE SHEET 6 Z } Q DLO DLO DETAILS g2 Q z< 0 D2 D4 D6 )�3 MIAMI-DADE BCCO: Q U Q_j G2 G2 OL _ G2 D4 z <00 INTERIOR '— _ - --INTERIOR _ - - - _ - - - _ _ - PRAMUCf REVW" sCA E: ipt"MOYiecwith the Flo" NA 11"Ag Code EXTERIOR EXTERIOR Aocerwace No --0 0 •0 DATE: GL 1 ❑R �date 02126/18 4 GL2 D 7 4 e �� DRAWING+C L � "` � i 8-106 HARDWARE DOOR PANEL WIDTH DTH _ DOOR PANEL WIDTH DTH 4 HARDWARE __ _ _ _ _ -- - - snEET- - - - NOTE 1 _ - - -NOTE 1' 4 OF 7 ,rr prrurrq•��. ••• o I , .`3- NATIONAL .GO" DIAM. THROW BOLT HARDWARE LAY—OUT ••r'10Q�� ,\ EHSF- � s 4=' No. 52609 . 4 3 �jizle 2 3/4. 43 4 TOTAL—\ TOTAL W4 * a v 6 4 TOTAL 2 TOTAL `-v ° STAT OF ' ; u co m a- 31E1 �'� i At 4% wmm 8 TOTAL �'�F ,Pf'�� •�• > o 1 ••„..... •� b,0 Z ❑ i \\\ i/ \\\ 4 TOTAL •'••s,`S��NAL •''• 0 3 0 0 f z�� cu _ — g 81 TOTAL /f / \\\\ ro w w i/ 2 ?D,� W m (6)#14X1 1/4' \\ \\ 0 � .. WOOD SCREWS / \ Oj �D CU / \ of o QJ Q J • ••••s• • •••• ACTIVE INACTIVE \ ACTIVE INACTIVE / M ...;.. • W • •••• C'S 0i •••• •••• • • M D� \ \\\ )K2 cu �D \` 2 W W W2 •••••• •••••� • `••• DOUBLE PLATE \ / \ / w \\ ***of* •. • •.. .0 13 082 THICK \ / \ / ... z \\ .. •. .. .O ..�. \ / \ / STEEL \ / \ / _ ►. \\ •••••• • C, ❑ ❑ -IM \\_ • • Of ••�• \\ j � \\ j (tJ ��;c • • O••••� Q •. • s• • �••— {— • • LP a -7�— YV DRESS Z z 0, 6 T SRM/T a 3:u cn 4 o}c Q o0c}- w . 108' STEEL ' HARDWARELu w Q w Er KEEPER 1-4 1/2"x 4 1/2"x .13G HAGER 1 279 HINGE5 5PACED A5 PER 4 Q Q z( Q ELEVATIONS ABOVE AND CONNECTED WITH (8)#12x 1 114" v m~ C 2)#14X 1 1/4' FH SM5. (SQUARE DOOR, 4 PER LEAF AND ARCH DOOR, 34 )K 1 u w °? WOOD SCREWS PER LEAF) 4 TOTAL n o a Q 2-ARDIMPEX THREE POINT CREMON5 ON ACTIVE LEAF .0,o0c 3 FASTENED WITH (12)#I OX 1 112' FH 5M5. a-It3- HARROW PRODUCT5 INC. FLUSH BOLT5 29GG UL U5TED `--2' TOP AND BOTTOM OF INACTIVE LEAF. 4-5ECONDAKY LOCKS (ACTIVATE ONLY WHEN HURRICANE 4 TOTAL j M W FORCE WINDS ARE EXPECTED)- NATIONAL O.GO DIA THROW / ILI — BOLT ANCHORED WITH (G)#14X 1 1/4"ON ACTIVE AND / i 0 INACTIVE DOOR5 TOP AND BOTTOM RAIL5. / i U '2- ARDIMPEX THREE POINT CREMONES N / / W2 Q SAME DETAIL TOP AND BOTTOM N / O W TOP & BOTTOM / \ o� Z } Q GUIDE MID GUIDE LOCK — m c) \ Q Z< 0- 1.0 Q0« cu \ W2 \\\ MIAMI-DADE BCCO: � 0 U \ \ < Q ov \ \ — U—m PH rm C') \\ M \ 2 LL 2 1TU f1wouc r REVIeD 5CALE: \\ \ *8 aamplyia:with ibe F;tiWQ, NA \ \\ ab"ag Cada lnl� �atat@taace No��vy DATE: L0 t\N ire Date 02/26/18 (2) #10X1 1/2' (2) #10XI 1/2' (4) #10X1 1/2' ` 1 , �� 18-IDRAVVINGMOG 3 1/4 SHEET WOOD SCREWS WOOD SCREWS WOOD SCREWS -� W4—/_ —� W4C +e1 18— - _ — 5 OF 7 •••I,IIIINIII,,II TYPICAL ANCHORAGE DETAILS �, DE F/G'�j . o 150 QQ � 52609 = W FRAME WIDTH 1/4' FRAME WIDTH 1AMAX.4' FRAME WIDTH . ; No. i (FW) i (FW) I (FW) 1/4' FRAME WIDTH 1/4' * ' m z o d Q e i (FW) Max. :4 STATE F ;v m m tu w � �• 11� � #14 SS WOOD SCREWS 1/4 HWH 1/4' ELC❑ a 1/4' ELC❑ a OR PT BUCK DR I LFLEX •:• �FS; �O.R ISN P.�`4`�•`•• o 0 1/4 PT ULTRAC❑N 1 BY ELC❑ s' • Qc ULTRAC❑N i ULTRAC❑N i BY OTHERS •'•., CONAL ,1••• 01100 A O d d 'IIIIII//II •• a g Q Q — FEB - 6 ?�/B w 0 g Woo 10 oo aW aa rd EXISTING 4 • ••• •a STRUCTURE N N •• • • • • z v • z ••,••• M •••• EXTERIOR A' Y ExfERIOR a- = EXTERIOR EXTERIOR • •••�•• • 1/8' ••••,• •• •IV • ••• • • • • O Min. .. •• of • • ••:. OPTION I OPTION 2 OPTION 3 ...... C-) cin OPTION 4 FRAME WITH MAXIMUM 1/4" PT WOOD SHIM FRAME WITH MAXIMUM 1/4"PT WOOD SHIM AND FRAME WITH MAXIMUM 1/4"PT WOOD SHIM FRAME WITH MAXIMUM 1/4" PT WOOD SHIM • + • ••••;� O• •••• 1/4' ULTRACON5 BY ELCO WITH I 1/4 MIN. I X PT CONT. WOOD SPACER AND 2"X PT CONT. WOOD BUCK BY OTHERS " , r— O" 1/4-20 HWH DRILFLEX SELF DRILLING SCREWS BY I/4" ULTRACON5 BY ELCO WITH 1 1/4"MIN. #14 55 WOOD SCREWS OR 1/4" ULTRACON5 WITH " • • �" "'• EMBEDMENT INTO MASONRY ELCO INTO MIN.I/8"A3G STEEL •• • c�••� �• • (SEE SHEET 3 OF 7 FOR ANCHORS LAY-OUT) EMBEDMENT INTO MASONRY 1 1/2" MIN. EMBEDMENT INTO WOOD (5G=.55) (SEE SHEET 3 OF 7 FOR ANCHORS t' ) 3N 1 O (SEE SHEET 3 OF 7 FOR ANCHORS LAY-OUT) (SEE SHEET 3 OF 7 FOR ANCHORS LAY-OUT) p�,�ip, a)��0 P- FR -Q Z z .rgTFL� ,� �o rf-'J°''Fs� u \�� g g: � ACTIVE ASTRAGAL INSTALLATION TO DOOR STILE FRAME AND DOOR A55EMBLY n�RMi # J\\ \ 3 w SAME DETAIL TOP AND BOTTOM T �1 O Q g z TYPIC 00 RNER w Q � 22 1/2' STARTING OF #12X1 WOOD SCREWS SPACED AT 5' ❑C CONST 10 v F Q F- o�O Z TYPICAL DOOR p 0 Q Q CORNER ASSEMBLY O O ?� MORTISE AND TENON O O O O O O CHEM BOND WW25 GLUE APPLIED TO O O CORNER CONNECTION Q FLUSH-BOLTS TYPICAL CORNER FRAMING W TOP >>r BOTTOM CLUSTER OF (4) #12X1 CLUSTER OF CONSTRUCTION F- AROUND FLUSH BOLT (8) #12X1 � Q HARDWARE SPACED AT 1 3/4' #SX2 PH Z N IL NOTCH JAMB STILE Q (n �QW CHEM BOND WW25 Z ] (Q INACTIVE ASTRAGAL INSTALLATION TO DOOR STILE GLUE APPLIED TO Q 1 SAME DETAIL TOP AND BOTTOM ZCORNER CONNECT ION Q Z< MIAMI-DADE BCCO: Q Q o u-i { Q 0-Qoo- L/ 216 as�I►Iy�!with the Fl, � 6"49 Godo NA TYPICAL #12X1 WOOD SCREWSAs"plAsceNo p Dare: ! SPACED AT 14 1/2' OC Z �' ate_. { � y 02/2GI 18 NOTE:AFTER FRAMING A55EMBLAGE DRAWING# ALL JOINTS ARE TO BE 5EALED 11 'Aw At,*p ,18-10G_ T WITH DOW 995 SILICONE. _ _ SHEET _ GOF7 i f PRODUCT COMPONENTS AND BILL OF MATERIAL5 DE Flo'••.,• o .........E N 8 DOOR PAKT5 CLADDING FRAME PAKT5 No. 52609 '_ � zo tu cn MID RAIL D3 ' STATE F r, ` m m w EXTERIOR GL i- 112" GLA55LAM SAFETY-PLUS II :'P m D ILAMINATED GLAZING MATERIAL %�.c��•'••.,�( P..�``1 ••� Q"' MOULDING •.,,,,,0 R I >-3 J BOTTOM RAI L BY POLYMER D(TRU510N TECHNOLOGY,INC : ..nun•• . _-_ - 1. 00 L 50 1,, 50_ _l. 50 _1..00_ _ ._ .,•id's+ ONAL ;,��•� 60-- m Z_j_ • /_ . O O 1, 25 0, 13' POLYURETHANE to z _ z_ 0. 88 3/16' 3/16, Fj m -D 0- ~ ANNEAL ANNEAL '" �� GLASS GLASS In •• • S • N 0 —2. 63— 3, 88 •••••• • N • ••�• 0. 57 a¢W 6. 50 •••• •••• i •••i C3 • • • • cs_J •••• •••• • ••• aa_ '" F I-JAMB5 AND HEADER ";"; .".'O ' "'• 04 "' .. .. .. . . .... INTERIOR •••••• • °� • o MOULDING 0 GL2- 1 3/4" 50LID ; .'. 0•6*� O• 2. 56 1. 44 2. 50 •• • •• '~ 1. 33 MAHOGANY PANEL � O 0 O' ' 2. 25 0. 95 N�� MADE OF THREE - PANEL SIZE _� O Q z z MAHOGANY PLIES m O o N> 3 o ao vi 0�+�� N in � r" r� N 5TILE5 AND TOP RAIL o n o iJp�, W g z w �' U u2C9Q In 0, 62PIA --� 1, 00 1. 50 --� 1. 50--�-- p S 00 �, v z 1. 75 �� f/r# ?��0 w D6 tu- F2-THKE5HOLD Q INACTIVE LEAF ASTRAGAL GA5KET5 w Q In 2. 25 0. 50 0. 38 E) W MADE OF THREE 63 i v MAHOGANY PLIES 2. 25• G I cv BILL OF MATERIALS BOTTOM RAIL Z N OO GASKET ITEM# DESCRIPTION SIZE REMARKS �' PEMKO V80D5 Q 07 Q I BOTTOM IL 25"X 0" MAHOGANY WQQQ W ACTIVE LEAF D2 TOP RAIL t 5TILE5 2.25*X 4.75" MAHOGANY WOOD D3 DXTERIOK MOULDING 1.50•X 1.25' MAHOGANY WOOD Z ASTRAGAL m N 04 INTERIOR MOULDING 1.50•X 1.375" MAHOGANY WOOD °L Z D Q D5 MID RAIL 2.25X 6.25" MAHOGANY WOOD 50 Q. N u I n1 225 DG INACTIVE ASTRAGAL 3.50'X 1.50" MAHOGANY WOOD �J (__ MIAMI-DADE BCCO: r � THREE JI 2. 13 D7 ACTIVE ASTRAGAL 2.13"X 1.50" MAHOGANY WOOD Q 6 6 I I_ G IMPACT GLA55 I LAMINATED Y GLA55LAM MAHOGANY PLIESL 1. 00_ _ mo GL2 SOLI PANEL i.75'THICK MAHOGANY WOOD - W _ - - - QO Q O O FI JAMB AND HEADER' 'I.75'X6.50"" MAHOGANY WOOD P L� 11 U co F2 5111 1.875"XG.50" MAHOGANY WOOD +pRODiJCCikEy 5CALe: G I BOTTOM RAIL GASKET 2.25'X0.5" PEMKO V80D5 VINYL 0Pr)'iog*ft a* NA G2 FRAME 5EAL 0.65"X0.58" 5CHEGEL 555 650 . 6 wog Cod• Lr) Awept+Mce No-Irr- (y�; y Q DATC: ENradoa vmtc 02126118 1.0 0 —L � 1. 50 � QDS G50 SCHLEGEL d Cts �� 18NING 0G i WEATHERSTRIP _ `'1''ww G'as w — SHEET - - - T 7OF7 I i Permit NO. WS-5-18-1218 Miami Shores Village „ Permit Type:Windows/Shuttem 10050 N.E.2nd Avenue NE Work Classification: Door Replacement Miami Shores,FL 33138-0000 �� t Permit Status:APPROVED Phone: (305)795-2204 coR.oA I Issue Date:513112018 Expiration.! 11/2712018 Project Address Parcel Number Applicant 1301 NE 100 Street 1132050140020 Miami Shores, FL 33138- Block: Lot: NANCY CIGNO Owner Information Address Phone I Cell NANCY CIGNO P.O. BOX 530188 MIAMI FL 33153- Contractor(s) Phone Cell Phone $ 5,000.00 HOME OWNER Valuation: Total Sq Feet: 10 Type of Work:DOOR INSTALL Available Inspections: No of Openings: 1 Inspection Type: I Additional Info:DOOR INSTALL Window Door Attachment Classification:Residential Final I Scanning:3 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-5-18-67463 DBPR Fee $2.00 DCA Fee $2.00 05/08/2018 Credit Card $50.00 $86.00 Education Surcharge $1.00 05/31/2018 Credit Card $86.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $136.00 In consideration of the issuance to me of this permit,.I agree to perform the work covered hereunder in compliance with all ordinance's and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWN IRS FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating 'constr do and zoning. Futh more, I authorize the above-namd contractor to do the work stated. May 31, 2018 ut o zed Signature:N*hmer Applicant / Contractor Agnt Date Building Department Copy May 31, 2018 d I � \� Miami Shores Village Building Department REcErvEL 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 M g 2 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (� BUILDING Master Permit No. S, PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL t ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS ( JOB ADDRESS: 1 `�' CICU S- a 7, City: ii Miami Shores County: Miami Dade zip: ? \ Folio/Parcel#: —OV k — 0v2U Is the Building Historically Designated:Yes NO r Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): \v Phone#: I Address: eo City: State: ��— Zip: Tenant/Lessee Name: Phone#: Email: i CONTRACTOR:Company Name: Phone#: Address: 1 City: State: Zip: Qualifier Name: Phone#: I State Certification or Registration#: Certificate of Competency#: f DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New �,Repair/Replace ❑ Demolition � Description of Work: Specify color of color thru tile: I Submittal Fee$ Permit Fee$ _ CCF$ ;c,f,. Scanning Fee I g $ Radon Fee$ DBPR$�.�a�..�a•��-a ;d�fotary+$�fr�.,�r�;�,a+� Technology Fee$ _ Training/Education Fee$ t Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 l - w Bonding Company's Name(if applicable) ` Bonding Company's Address _ City• State Zip .+ Mortgage Lender's Name(if applicable) Mortgage Lender's Address L,. City-] � i '" ,'�;, 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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." I 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 k OWQ or AIAIT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ,by day of 20 by r who is personally known to who is personally known to me or who Ilas produced / as me or who has produced as identification andho did take identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: t Print: Seal: El MIRTAM.-800RIGUEt'� ' Seal: WWy P*k•Site a F61418 Commllsoft*00 065613 *MyaCAIIM�*lfOndrd IhrouElr N1l n�lr0 ry Assn.. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f I + 1 ORES 2 Miami Shores Village ��„ p_� _ Building Department I I 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: s f � t ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor,You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will pr'esume that you built for sale or lease,which is a violation of this exemption.You may not We an unlicensed person as a contactor.Itis your responsibility.to make sure`.the people employed byyou'have licenies required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by.a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. �'/� Initial Y (k_ 2. 1 understand that buildinge permits are not required to be signed by a property owner unless he or she is responsible for the construction and + is not hiring a licensed contractor to assume responsibility. r 4 Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. y 1 Initial f 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do'not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially tY', improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the I a ; •,t• ( construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. ' ,f iInitial I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. { i f Initial _Q--L �. l a6. 1 understand that I may not hire an unlicensed person to act as my.contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. + ' Initial + z f � � 4 i. 9 � i • a F 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may'not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial IL Q- 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building'who is not licensed must work under my direct supervision and must be employed by me;which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial I' 9. 1 agree that,as the.party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations.M Initial l"_- 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction'Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html n F; Initial t \ _ - 11.1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial_. 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided ono this disclosure. Initial-&o&or- _ Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. i Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of theproperty owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local,permitting agency is required when the permit is issued. Was acknowledged before me this -day of 0 By Ono who was personally known to me or who has U 6 0 O 2 m Produced the a icense o as identification. -z N zgo • � Cr � G N 0QQ N O> 0 ER NOTARY N a Miami Shores Village 5H,0S ` Building Department sell ,, n 10050 N.E.2nd Avenue , Miami Shores, Florida 33138 yres1N00y� Tel: (305) 795.2204 1p1ztpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits t , ' Upon issuance of permits for the scope of work involving the removal,changing and/or r replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: I Upon obtaining window and/or door permits for the installation of same, it is the a responsibility of the permit holder to request' window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). A owledgement: Qualifier ner nature Date Print Name R E I i a i i iI 1 r 5/8/2018 Property Search Application-Miami-Dade County 0�10*FICM OF "InHE PROPERTY" APPRAISER Summary Report Generated On:5/8/2018 Property Information I Folio: 11-3205-014-0020 t 1301 NE 100 ST Property Address: Miami Shores,FL 33138-2605 Owner NANCY CIGNO MARGOLIS PO BOX 530188 Mailing Address FL 33153 USA ,> PA Primary Zone 1700 SGL FAMILY-4001 SQFT& Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 4/5/0 I i Floors 1 Living Units 1. Actual Area 5,156 Sq.Ft Living Area 3,672 Sq.Ft 2017 Aerial Photography 200ft r i Adjusted Area 4,320 Sq.Ft ' Lot Size 24,394 Sq.Ft Taxable Value Information I Year Built_ 1955 2017 2016 2015 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $1,104,681 $1,080,932 $1,073,071 Land Value $3,108,771 $3,108,771 $2,878,492 School Board a Building Value $453,600 $453,600 $453,600 PExemption Value $25,000 $25,000 $25,000 1 XF Value $31,710 $32,007 $23,073 Taxable Value 1 $1,129,681 $1,105,932 $1,098,071 Market Value $3,594,081 $3,594,378 $3,355,165 City Assessed Value $1,154,681 $1,130,932 $1,123,071 Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,104,681 $1,080,932 $1,073,071 j Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Cap Reduction $2,439,400 $2,463,446 $2,232,094 Taxable Value $1,104,681 $1,080,932 $1,073,071 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous OR Book- + Homestead' Sale .Price Qualification Description Page Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). 06/04/2012 $100 28149-1282 Corrective,tax or QCD;min consideration Short Legal Description 01/28/2009 $0 27166-4975 Corrective,tax or QCD;min consideration GORDON TRACTS PB 55-20 06/01/2004 $1,025,000 22417-1109 Sales which are qualified . TRACT B LOT SIZE 24,394 SQ FT 09/01/1999 $687,000 18814-0493 Sales which are qualified i OR 18814-0493 09 1999 1 q COC 22417-1109 06 2004 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp w Version: