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WS-13-1942 0 Inspection Worksheet Miami Shores'Village,"' 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197992 Permit Number: WS-8-13-1942 Scheduled Inspection Date: September 23,2013 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: DEBRA A DZIENA&JESSICA N Work Classification: Door Replacement QRM CO nCGOw A n71CKIA Q Job Address:54 NW 107 Street Miami Shores, FL 33168-4307 Phone Number Parcel Number 1121360070050 Project: <NONE> Contractor: ALELUYA ROOFING PLUS CONTRUCTION Phone:(786)234-8234 Building Department Comments REPLACE FRONT DOOR AND KITCHEN DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 20,2013 For Inspections please call: (305)762-4949 Page 8 of 16 Invoice Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2244 Fax: (305)756-8972 For Inspections please call: (305)762-4949 eturn to: Miami Shores Village Invoice Number: WS-9-13-49220 10050 N.E.2nd Avenue Invoice Date: September 25,2013 Miami Shores, FL 33138-0000 Permit Number: WS-8-13-1942 Bond Number: Bill To Comments: DEBRA A DZIENA&JESSICA N SCHEELER 1 54 NW 107 Street MIAMI SHORES, FL 33168- MIAMI, FL 33137- y � a Rig Date Fee Name Fee Type Fee Amount Plan Review Fee (Engineer) Calculated $40.00 09/25/2013 a ( ) 9 Total Fees Due: $40.00 Wednesday,September 25,2013 . ... jl�lmnvz Miami Shores 3�i�la.g� '•' � � s AUG 2 6 20 d� . ... Building Department r � ooa0000 pp0 000a�0000 10050 N.E.2nd Avenue,Miami Shpfq,Ffgt'ida 33'138o�. Tel:(305)795.2204 Fag:(395;736.2992 .* : : . •• l\ INSPECTION'S PHONE NUMBM(.Bt)761-040-' • • ••• .. . . .. ...FBC 20 BUILDING ''• ge�¢t�;- )a So PERMIT APPLICATION •Master Permit No.' so Permit Type: BUILDING ROOFING JOB ADDRESS: S iu w /OWk cis City: Miami Shores County: Miami Dade Zip: 3910k" Folio/ParceW Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):,1Q S1(' 3C% tt) IL)k& bm Phone#: E70 ' 55-2V9 Address: 5y iu w n `y- S City: Mom 1 sh o/-QS State: r'l TenantlUssee Name: Phone#: Email: ACTS IOM C� STC1 La f C 0M _U Q pp / CONTRACTOR:Company Name: �t P 1 Phone#: Address: 3e5js ' ,4 City: je-1/ State: Qualifier Name: ��Sc t �, Phone#: State Certification or Registration#: �� �' Certificate of Competency#: Contact Phone#: -4U e Co Email Address: DESIGNER:Architect/Engineer. Phone#: Value of Work for this Permit:$ 6 L% Square/Linear Footage of Work: Type of Work: DAddition �L]Altera'on ONew ORepair/Replace ODemolition Description of Work: /� l"'j d- 1 6,7 C 4 e b Jam: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ 29 CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ o L Technology Fee$ Double Fee$ Structural Review$ _ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) %••0• • • • • •0 # • • ••• 0 • • Bonding Company's Address • • 000 • • • • 0:0 City State zip Mortgage Lender's Name(if applicable) JP-Mbf an A • Mortgage)Lender's Address P N City l.x State , •.• : : •'• 0 •Zip• . . . .. . . . . . Application is hereby made to obtain a permit to do the work and installation)•as i0idifocatett )'ce MO ThAlno work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR I IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of'a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the ilding permit is iss, - n the absence of such posted notice, the inspection will not be approved and a reinspection fee will b rged. Signature Signatur er or Agent retractor _ The foregoin instrument was acknowledged before me this � The foregoing' ent w acknowledged before me this day of 20 ��.,by day of 20 ,by , who is pers nally known to me or who has produced who is pe nally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT AR LIC: ti Igpgp,ON NOTARY oPM,MAR 21,Of Sign: 9slelY1 Sign: ` IYO Print: Print: My Commission Expires: My Commission Expires: APPROVED BY / Plans Examiner Zoning 1 °IStructural Review Clerk (Revised 3/12/2012)(Revised 07/10107)(Revised 0611012009)(ReAsed 3/15/09) Property Search- Report Page 1 of 2 .. .. . . . % .. . • • ••• • • • • ••• MIAMI-DARE COUNTY ' • • OM CE OF THE PROPF•.•TY APPRAISER �$OPErW JE4Rt41 SUMMARY REPORT • • •• • • • w :Carlos Lopez-Canters • •• Soo • so* • PropertyApprelser Property Information: Folio 11-2136-007-0050 Property Address 54 NW 107 ST Owner Name(s) DEBRA A DZIENA JTRS JESSICA N SCHEELER JTRS Mailing Address 333 NE 24 ST#1901 MIAMI FL 33137- Primary Zone 0800 SGL FAMILY-1701-1900 SQ ,, Use Code 0001 RESIDENTIAL-SINGLE FAMILY Beds/Baths/Half 3/110 Floors 1 Living Units 1 Adj.Sq.Footage 1,286 Lot Size 9,225 SQ FT Year Built 1947 Full Legal Description DUNNINGS MIAMI SHORES EXT NO 3 Asriai Photography 2012 PB 42-33 LOT 5 BLK 206 LOT SIZE 75.000 X 123 Taxable Value Information: OR 19229-3642 08 2000 1 COG 22461-0266 06 2004 1 Current Previous Previous 2 Assessment Information: Year 2013 2012 2011 Current Previous Previous 2 Exemption/ Exemption/ Exemption/ Year 2013 2012 2011 Taxable Taxable Taxable Land Value $45,979 $45,979 $45,979 County $50,000/$86,803 $50,000/$100,619 $50,000/$101,268 Building Value $90,824 $104,640 $105,289 School Board $25,0001$111,803 $25,000/$125,619 $25,0001$126,268 Market Value $136,803 $150,619 $151,268 City $50,000/$86,803 $50,000/$100,619 $50,000/$101,268 Assessed Value $136,803 $150,619 $151,268 Regional $50,000/$86,803 $50,000/$100,619 $50,0004101,268 Benefits Information: Sale Information: Current Previous Previous 2 Date Amount OR Book-Page Qualification Code Benefit Type 2013 2012 2011 5/2013 $313,000 28618-0585 Sales qualified as a result of Homestead Exemption $25,000 $25,000 $25,000 examination of the deed Second Exemption $25,000 $25,000 $25,000 6/2004 $280,000 22461-0266 Sales which are qualified Homestead 6/2003 $232,500 21488-0808 Sales which are qualified Note:not all benefits are applicable to all Taxable Values Pe County, 8/2000 $117,500 19229-3692 Sales which are qualified School Board,City,Regional). 1/2000 $61,000 18971-2416 Other disqualified 7/1987 $72,000 13345-3277 Sales which are qualified 911980 $71,000 10994-1167 Sales which are qualified 11/1979 $55,000 10576-1502 Sales which are qualified 12/1977 $43,900 09897-0970 1 Sales which are qualified Disclaimer: The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roil and GIS data to reflect the latest property information and GIS positional accuracy.No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the data herein,its use,or its Interpretation.Although this website is periodically updated,this Information may not reflect the data currently on file at Miami-Dade County's systems of record.The Property Appraiser and Miami-Dade County assumes no liability either for any errors,omissions,or inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken,or action not taken by the user in reliance upon any information provided herein.See Miami-Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp, Property information Inquiries,comments,and suggestions email:pawebmaiiQmiamidade.gov GIS inquiries,comments,and suggestions email:gis @miamidade.gov Generated on:Tue Sep 17 2013 http://gisweb.miamidade.gov/PropertySearch/printMap.htm 9/17/2013 From: 09120/2013 12:09 #104 P.001/001 too i t s i •i• DATE(MMWD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 09/20/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONVERS4NO RIG14TS UPON TH5 CEMWICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND ?R T I@ CpV3E*9iE AI'FORPtD BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONT T• EEN THE 16SUINf IN§UStER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE'HOLDER. •e• ••• :06 ••• 0** •• IMPORTANT: W the certificate holder is an ADDITIONAL INSURED,the podicy(iss)must be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Iteu of such endorsem s. •• • • • e• too e• PRODUCER ONTACT oaLudiarmstieni • • ee • Accurate PHONE P.O. Box 442779 -MAIL • 0 ) 6+87 7a e • AX (305 226-8767 DREIC Lucaestrella ballsouth.nat Miami,FL 33144 PRODUCER Phone (305)226-8727 Fax (305)226-8767 INSURERS)AFFORDING COVERAGE NA{C INSURED INSURER A: United Special Insurance Company Aleluya Roofing Plus Construction Inc INSURER B: 7351 NW 7 Street Unit H INSURER C; Miami,FL 33126- INSURER D INSURER E: INSURER F: COVERAGES _ CERTIFICATE NUMBER: _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R TYPE OF INSURANCE 730ENUM, POLICY NUMBER MM1DD MM/DO LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 Q COMMERCIAL GENERAL LIABILITY PR I a o rr n. $ 50,000 A ❑ ❑ CLAIMS-MADE © OCCUR CGDOODOI520 MED EXP An cne on $ 5,000 F-1 Y 08/20/2013 08/20/2094 'PERSONALBADVINJURY $ 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GWL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 Ri POLICY ❑ PRO ❑ LOC $ECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) $ ❑ ALL OWNED AUTOS BODILY INJURY(Per person) $ ❑ SCHEDULED AUTOS BODILY INJURY(Per accident) $ ❑ HIRED AUTOS PROPERTY DAMAGE $ ❑ (Per accident) NON-OWNED AUTOS 1:3 $I $J UMBRELLA LIAR ❑ OCCUR EACH OCCURRENCE $ r❑ EXCESS LIAB ❑ CLAIMS-MADE ` LJ DEDUCTIBLE AGGREGATE $ RETENTION WORKERS COMPENSATION $ AND EMPLOYERS,LIABid.dTY Y!N WC SSA - OTH- ANY PROPRIETOR(PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICEWMEMBEREXCLUDED? NIA (Mandatory In NII) If yyeess describe under E.L.DISEASE-EA EMPLOYE $ DE- RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ f i DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shore Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 150 NE 2nd Ave ACCORDANCE WITH THE PO CY PROVISIONS. Miami,FL 33138 AUTHORIZED RE 305-756-8972 l Lucia Estrella I ACORD 25(2009109)OF 8 RD CORPORATION. All rights reserved. The ACORD name and 1000 are registered marks of ACORD MIAMhD?ADE MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)- www.miamidad&goy/nera/ � w� � SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. k �y APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",. sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. 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 followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. 00—MWI MIAMtMOR COUAiT`l 1'.I,i Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS , 1. Manufacturer's die drawings`and sections 2. Drawing No:W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.}',sheets I through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 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 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4403 and HETI-12-4027dated i 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing, Inc.,signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for 'their"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Vest proposal,dated 10/14/11 and 02-21-12 approved.by PERA. / 1 Ishaq I.Chanda,P.E. Product Control Examiner .'. NOA No 12-0402.03 Expiration Daie:July 19,2017 Approval Date: July 19,2012 E- 1 SCOP 'G W*'•I ; ''�e N'eRAL NOTES:WINDOW/ DOOR SCHEDULE WIND LOAD RESULTS TESTED WINDOW/q�OR R:PL0jW&I i i 1. 7NS4114LATION SHALL CONFORM TO THE REQUIREMENTS OF THE Z ETAG DESCRIPTION TINT FRAME PANEL WIDTH X . MANUR/ EFFECTIVE DESIGN WIND WINDOW NOTICE OF CONSISTING OF: FLORIDA BUILDING CODE 2010 AND THE ASCE 7-10 WIND CODE. a GLAZING AREA CRITICAL GCp(+) PRESSURE PRESSURE APPROVAL COLOR STYLE HEIGHT MODEL# ZONE GCp(-) (P.S.F.) (N.OA) • 2 NEW IMPACT RESISTANT 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL (SQ.FT.) (P.S.F.) O ALUMINUM OUTSWING FRENCH 5/16 LAMI ECO WINDOWS +0.94 +38.1 +701 ALUMINUM RfjMED GpgS ••• J)PEN91611S PRIOR TO INSTALLATION. w GRAY WHITE X 38"x 82" 21.6 INT(4) -75 12-0402.03 FREQICF=DI OR• • • • • 31 DOVeERAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE O DOOR-IMPACT RESISTANT (TYPE"G1") SERIES 600 1.04 -41.5 • • •• • • • "i' • ALUMINUM OUTSWING FRENCH 5/16 LAW " ECO WINDOWS INT +0.96 +38.6 +70/ • • • • • • SMALL•BEGIN STRICT ACCORDANCE WITH THE UNITS NOTICE OF p DOOR-IMPACT RESISTANT (TYPE"G1") © GRAY WHITE "X 31 x 81 4 SERIES 600 17.6 ( ) -1.06 -42.0 -75 12-0402.03 • •• ••• • ALCEPTANCE-REFER TO PRODUCT CONTROLS. 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT JONTkPL N.OA DESIGN PRESSURES AND SIZE ARE PART OF THIS ••• i i •'• i'• ••PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. z • •• • 5i THE MAdN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE • • • • • • • • E. S, COLUMNS, FRAMING, ETC. SHALL BE DESIGNED BY Engineer. •• • • • • • ••rl •REAM ) OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 6. FOR EGRESS,THE MIN.CLEAR WIDTH REQUIRED IS:20".THE MIN. 8 U A R E Z CLEAR HEIGHT REQUIRED IS:24,AND A MIN CLEAR OPENING OF ENSINEERS 5.0 SQ. FT. SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED 1003 San6aga Street FRONT DOOR FLOOR Coral cables,C 33134 786-547-9401 CA 28428 O WIND LOAD CALCULATIONS CODE:ASU C "COMPONENTS AND CLADDING"METHOD 2 z WIND VELOCITY= 175 MPH EXPOSURE CATEGORY= C LIJ BUILDING CATEGORY= II G Op BUILDING CLASSIFICATION= ENCLOSED G _ IMPORTANCE FACTOR(1)= NIA W m M WIND DIRECTIONALITY FACTOR(Kd)= 0.85 m HEIGHT OF HILL OR ENTRAPMENT(H)= WA U) TOPOGRAPHIC FACTOR(Kzt)= 1.00 C/- LL MEAN ROOF HEIGHT(h)= 15 FT J VELOCITY PRESSURE /, Q N EXPOSURE COEFFICIENT(Kh)= 0.85 LL � W � s PRODUCT OF INTERNAL PRESSURE Z COEFFICIENT AND GUST L E EFFECT FACTOR(GCpl) t 0.18 PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST O EFFECT FACTOR(GCp) (NOTE 1) BUILDING"W"AT NARROWEST DIMENSION= 32'-0" O 3' CORNER DISTANCE FOR ZONE 5(a)= 3'-3" Q (MIN.OF 10%OF THE NARROWEST DIM.OR 0.4x(h) BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) -� 0.1 X 3Z-D'=3,-3" y \ 0.4 X I&-O"=6'-0" 0.04 X 32'-O'=V-3" -a a =3.-3" KITCHEN DOOR , VELOCITY PRESSURE EVALUATED AT HEIGHT z=h(qh) B EDUARD qh= E. .00256(Kh)(Kzt)(Kd)(VA2) N E#84^7 P. qh=.00256(0.85)(1)(0.85)(175^2) q 1 qh=56.51PSF DESIGN WIND PRESSURE(p) (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) z y` p=(0.6)gh[(GCP)-(GCpi)l Date: _89-13 5 PRESSURE 0.6 56.51 GC + _ ..0.18)] g (PRESSURE) P=( ) [ PO ( Project Designer EAS (SUCTION) p=(0.6)56.51[GCp(-)- (+0.18)] Drawn By. EAS. NOTE: Checked By: EAS. 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE Submittal: PERMIT SET WIND AREA AND ZONE.SEE WINDOW/DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE Drawing Title: TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE GENERAL-NOTES, WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. FLOOR PLAN AND SCHEDULES FLOOR PLAN Sheet SCALE: 1/8"= 1'-0" 1 of 1 I .. .. 0 was t o 1/8" HEAT STREN'D. GLASS ; ' : : :•: 1/160 HEAT STREN'D. GLASS • • • • ••• a • ••• • • • • .090" INTERLAYER .090" INTERLAYER N_ 13UTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' Z ti 3 • • 1/8" HEAT STREN'D;GJAI%0 • • : ' j16" HEAT STREN'D. GLASS , SILICONE 0* ••• i • • • • SILICONE d m DOW CORNING 899 z m DOW CORNING 899 Q O v • • • Q• rn 14 • • • 1 • • A I Qi 'd $ •• • • • •• i li 8 I' 34 N�o \ \ / SETTING BLOCKS AT LAM. GLASS w y READ. FOR WIDTHS EXCEEDING 36" ONLY. L 9 ., NOTCH GLAZING BEAD LEG TO L7 C ll 0 LEAR BLOCKS Q w - L GLASS TXPE 'G2` 1/8" TEMP. GLASS °� N 5/16" AIR SPACE g 1/8" HEAT STREN'D. GLASS g` .090" INTERLAYER N x4 SAFLEX flIG BY 'SOLUTIA' n 1/8" HEAT STREN'D. GLASS -,g co r j N Q QM SILICONE 13 z a9 DOW CORNING 899 _Z L`i 2 2$ ST. STEEL Z o METAL SPACER d .. rn 15 LLJ W rn M I J ` 1 J 35 SILICONE SINGLE (X) AND DOUBLE SETTING BLOCKS AT INSUL. LAM, GLASS DOUBLE (XX) LEAF DOORS SEE SHEET 2. �+ C ^-- .� _.-- NOTCH GLAZING BEAD LEG 70 CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. a LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3` 0. APPLY TO ENTIRE SYSTEM. b 4 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. N o4 � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. :- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS fitig�? IACP��LAHtAAQ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 70592,, S. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE � .o NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �. l 2-0$ REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1 , sheet 1 of 9 39 3/4" MAX. 76" MAX. •• •• • • • •• •• • Ld FRAME WIDTH FRAME WIDTH • • '0 ' • • • • 8 t N HEAD & SILL ANCHORS r>D AT STILE ENQS • • • • • ••• (4) AT 3" O.C. . • • . • . . . •• • -I . • . • . . • • • • • Zd 5.� MAX. 5" MAX. MAX. ••` ••• :•• �•� •:• �•• F N a.a. HEAD/SILL p, SILL HEAD/SILL q SILLD ° CORNERS r MAX,II CORNERS �' \ • ••• • • • • .• •. n a a Q ca LOCK OPTIONS =!_/==may=== LOCK OPT\IO(iIS Q SEE SYEET 91 SEE SHEET 7 _ w °a0 �? ap a iI'�' OD do (V•�I/ �11 x LJ to ti- to '� yam. ti Lc LWLI 00 g I \ /CB I I \ 1 a 0 0 ACTIVE I INACTIVE I I ACTIVE .. fn v� Y y a _w © � A uj SURFACE APPLIED m SURFACE APPLIED m W FALSE MUNTINS OR 26 15/16" 2 z FALSE MUNTINS OR 26 15/16" 26 15/16" 2 kS DECORATIVE GRILL D.L. OPG, cn ca DECORATIVE GRILL D.L. OPG. D.L. OPG. MAY BE USED MAY BE USED NOTE: 37" MAX. 37" MAX. EGRESS REQUIREMENTS TO BE REMEWED LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL. (XX) � DOORS LOAD CAPACITY — PSF U DOUBLE (X DOOR DIMS. E 1 `. DOOR DIMS. LA NOTE: LAMINATED GLASS �Lz11�I _ D � GLASS CAPACITIES ON THIS SHEET ARE FRAME LEAF f FRAME FRAME LEAF FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS) EXT.(1) INT.(-) EXT.(+) INT.(-) AND FLORIDA BUILDING COMMISSION N WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT „ " DECLARATORY STATEMENT DCA05-DEC-219 o a 76 37 96 70.0 75.0 N i a GLASS D.L.O ALMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr 't�v A.►iA 4D "sl n ° D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLi�.,ICE`I,70192 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH 22.125")/2 a Lai u drawing no. .fl N, Z t1 Wl 2--08 sheet 2 of 9 h DESIGN LOAD CAPACITY - PSF • • ; : :•GIB 4ft u SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS ; •;.F O7 ••• 8 (SEE NOTE BELOW) HEAD & SILL ANCHORS iy AT STILE ENDS SIDELITE SIDELITE WITHOUT WITH . LUgTER OF • (;I} RI'�i" O,C. z / FRAME FRAME REINFORCING REINFORCING 12" • • q}• • • • • • 0 -� WIDTH HEIGHT • • •ANCHO% • • • • �+ INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) ; . A1'.I•IEADAILL: : : • 12" 1" w a. 24 70.0 75.0 70.0 75.0 5" MAX. TYP• •• ••• • 006 • HEAD : O N 2O 30 70.0 75.0 70.0 75.0 CORNERS - A SILL -i U 36 82 70.0 75.0 70.0 79.0 • ; ' •.rte••~ " ••• R 37 70.0 75.0 70.0 75.0 • • • • v a 42 61.7 66.1 61.7 66.1 • • * #' • • g 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 i i i t ; ; \\ C IL d 36 86 70.0 75.0 70.0 75.0 -_- IL_--- -__JJ_ N 0 37 70.0 75.0 70.0 75.0 - -'t---- ---ti�r-- i \ d W �y 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 j f j I I k I \ .■1 a 30 82 69.8 69.8 70.0 75.0 H i i j i i i i \ a w 36 64.1 64.1 70.0 79.0 I- -- /t j II//• I I �i/, 1 /j 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 , i i i �/ i I �/ -4 �/ "' c. 36 53.1 53.1 70.0 75.0 N 37 52.4 52.4 70.0 75.0 W REINFORCING AS READ. ___� ___= ___�___= I # r )- w W SEE CHART I# I#\ I I LO K/OPTIO a U} a 00 \ SE SHEET {n 4m ii Ii \ i i O C) �' G B Z I'- LINACTIVE I # ACTIVE Z t O rr- X �a SURFACE APPLIED k' W o7 w� SIDELITE WIDTH DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" a DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG.°u MAY BE USED 37" LEAF WIDTH NOTE: SIDELITE MAX.FRRAME WIDTH 76" MAX. $ FOR DOORS CAPACITIES SEE SHEET 2. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH c FOR SIDELITE CAPACITIES SEE CHART ABOVE. 09 LOWER VALUES FROM DOOR OR SIDELITE CHART (QXXO) WILL APPLY TO ENTIRE SYSTEM. IL a Lxk .' 11�Itl,I(�IQ��MI�E GLASS D.L.O. DIMS D.L.O. HEIGHT {SIDELITE} = FRAME HEIGHT - 11.000" „ D.L.Q. WIDTH (SIDELITE) = FRAME WIDTH -- 4.438" v ,0 a cq cq o Engr. VAVAO Al MAD n ° FLA, PCs 708597 o NOTE:GLASS CAPACITIES ON THIS SHEET ARE 9 u BASED ON ASTM E1300--04 (3 SEC. GUSTS) drowing no. AND FLORIDA BUILDING COMMISSION 4 ,�► .2a�� Wl 2-Q8 DECLARATORY STATEMENT DCA05--DEC-219 sheet 3 of 9 h h h • *•BUj• • • • • ••• O 213Y•tAK� i< • • •• •• • 9/16" MIN, TYPICAL ANCHORS EDGE DIST. 16Y OR WQQb BUCK W•Q O;• S•7 R:C •�i:••:�•• :� • i METAL SEE QTHROW BOLT EDGE DIST. SEE ELEVATIONS PENETRATION FOR SPACING STRUCTURE 4 4 a EDGE D EDGE JIM • • ••• •• • Z� 00 see W w N_t I i I I a Q iie i 25 • • •• 'V hQ t� i d ter : •• • 0 I f 26 2 TYPICAL ANCHORS TYPICAL ANCHORS QI O TYPICAL ANCHORS I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS Q 4 FOR SPACING FOR SPACING FOR SPACING (zo 11�0 II MIAMI-DADE COUNTY APPROVEDI J I I CLIPPED MULLION I fu j SEE SEPARATE N A i a w I II 11 q Ir N i GLAZING OPTIONS TYPICAL ANCHORS .� SEE SHEET 1 SEE ELEVATIONS >_ W F FOR SPACING V) a 00 rn o 0 M WOOD BUCKS AND METAL STRUCTURE NOT BY ECd WINDOWS `- "' W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z z - H r AND TRANSFER THEM TO THE BUILDING STRUCTURE. a . 0 i g W rn� W I �+ i 11R!elgM 1R o> comrd I I �. I ! tea a I Q I I 28 2 L� o Q 8 j { � � X d. � � T� _d�• �.,,_. T en o Engr: JAVAII AHM i) J , CIVIL N FLA,•PE 76x2 5 o a> C.A.M1j: r t aS a a a I t7 0 e b NO FFNX tt a v TYPICAL ANCHORS drawing no. EDGE DIST. SEE ELEVATIONS ""'O$ 1/2" MIN_ FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f c 3000 PSI MIN. a� lk„�. .' lIV 12 THROW SOLT C-90 HOLLOW/FILLED BLOCK AT JAMBS f m 2000 P51 MIN. PENETRATION .. ,•., sheet Q• of :g 4., ft • • see •• •• • • • •• •• • GY • • • • • • • • • O1 see I 1/4- MAX. 1 4" MAX. N / SHIM ( (; } CONCEALED FLUSH BOLTS ( 1) ) / � �J LEVERS AT STILE FACE L/ SHIM • • • . • so: a / • 3 iBY • • • • • • • • •• "�' TYPICAL ANCHORS a WOOD BUCK • •• • I • •• ••• • ••• • G v SEE ELEV. t s ACTIVE LEAF FOR SPACING a. ,. 26 13 ••• i i ••• i•• i•• ••• a • ••• • • • • •• •• • • • • • • • • • ;y d 0*0 00 TYPICAL ANCHORS i c L �a SEE ELEV. Q p w � FOR SPACING C °� a 3 25 23 EXTERIOR 19 9 D.L.O. tz '� METAL LEAF WIDTH STRUCTURE N LOCK OPTIONS Uj SINGLE DOOR FRAME WIDTH SEE SHEET 7 cK J I 1/4" MAX. �'' W LOCK OPTIONS SHIM z N r, 1/4" MAX,• •. SEE SHEET 7 N SHiM. ° 0 0 `n CONCEALED FLUSH BOLTS CONCEALED FLUSH BOLTS 2BY WOOD BU K o 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE TYPICAL ANCHORS _ OR Z t' to WOOD STRU TURF SEE ELEV"*°' EE NOTE BEET 1 FOR SPACIN 'n . � G is INACTIVE LEAF ACTIVE LEAF O Q p U �w 26 13 2s W vs;9 a 24 o ° � Vi LLI s = W Qa 4 ° 13 25 23 TYPICAL ANCHORS a 19 9 D.L.O. 11 10 D.L.O. FOR SPACING a�a I LEAF WIDTH EXTERIOR N LEAF WIDTH rh a CD � � 4 DOUBLE DOOR FRAME WIDTH + N s >iN N 1l M ngr J 'MMAD iA�llt t Ft A. Pr,f i 705$2 N \ ;CAA td. 3538. ' 4; n vv 1. ., LU drawing no. DETAILS - LS iS Wl2--08 --- !�!l +t ''�' �� sheet 5_0f9 TYPICAL ANCHORS : • : : so* • • • ' O SEE ELEVATIONS i •i• i i i i •i• o FOR SPACING N ae � • • • j I CL 0 O F V ... .• ... . . . . •• •. c q N ••• i i ••• i �•• •• • 0 �r Oa a 2 4r0 >" 0 IL a a 0 Q 1: r LI. ,fA 10 1 13 a GI I t pp GLAZING OPTIONS REINFORCING 1- rN SEE SHEET 1 #12 SMS � 18 AS READ. w 1/4" MAX. H AT 5" FROM ENDS SEE SHEET 3 z Uri SHIM d AND 11" O.C. MAX. N r Oo" in x l.7 p 4• a � � � . ►+r ` 16 Z tL W I I 26 13 cn Q � .% 24 � 111 4) I I e a 11 I rr -- - it t TYPICAL ANCHORS - - - I-- SEE ELEV. II FOR SPACING °� 3 B -. 14 15 25 09 I h °, 14 D.L.O. 19 9 D.L.O. t) 4 4A EXTERIOR LEAF WIDTH a SIDELITE WIDTH DOOR FRAME WIDTH y � a t° .N O z ° UNIT FRAME WIDTH c < + �fl� �Iwl4gM�tAg w�l.�te Engr: JAY� FLA PEt� 30592, + C�i1.lVV. 3538 t .b n 4 4. drawing no. EDGE DIST. TYPICAL ANCHORS N Qr Y�`I ` FOR sPACING NS SIDELITE DETAILS 2— g ` sheet 6 of 9 ITEM # PART # REQD. DESCRIPTION ••• g i i i••• MATERIAL MANF./SUPPLIER/REMARKS V 8 '0' 1 EB01 — DOOR FRAME HE /Si ••• : : : : •IP63—T6 — � 0 I 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6p63--T6 Z 4 E604 SIDELITE TOP 4 §OjOV CRAI4 ; : • 6063-Tr, - 4A E626 - SIDELITE 9- B417TOM h•FLWE • • • 6C§3--T6 a 5 E605 - SIDELITE FRAME JAMB 6063-T6 - a v 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - tL 7 E607 - LEAF TOP & BOTTi} RAIL• • • • • • •X063-T6 p • 7A E625 - LEAF 9" BOTTOM • • • • •• • - 1 ti • • • • • • s 6 63-T6 8 E608 LEAF W'STRIP ADAPTER• • • 6063-T6 - @ p TI 9 E609 - LEAF HINGE STILE 6063-T6 _ Q 10 E610 - LEAF LOCK STILE 6063-T6 O 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - .0 12 E612 - LEAF ALIGNMENT 13RACKET 6063-T6 - Q Illy �+ 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG � z 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 IGLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 V o 16 E616 - SNAP COVER 6063-T6 Ln � I 17 E613 - SOLT SUPPORT 6063--T6 NOT SHOWN $ ' 18 - AS READ. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3j LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. , 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. LOCKS: 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. w QPTION #1: 22 #12 SMS AS READ. FRAME ASSEMBLY SCREWS - - ACTIVE LEAF: 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS O O 4 POINT LOCK ASSEMBLY OL01-6007 BY 'INTERLOCK USA INC.' 24 -- - 3/8- DIA. THREADED ROD STEEL - 0 1 (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB z_ 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 - BULB W'STRIPPING SANTOP,RENE EPDM °o AT HEAD AND SILL co THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS 27 E206 GLAZING BEAD BULB SANTOPRENE ULTRAFAS 0 't LOCK LOCATED AT 42-1/2- FROM BOTTOM 28 - -- GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 0 — g W O)m W INACTIVE LEAF: 29 E622 -- FLUSH BOLT CUP NYLON 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 30 OL01 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 #10 X 3j4" 2/ ADAPTER FH SELF DRILLING SCREWS - - THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS 34 - 2/ LITE SETTING BLOCK, 1/4- X 1/2" X 4" LONG EPDM AT 6- FROM EACH END, DUROMETER 65:5 LOCK LOCATED AT 42-1/2" FROM BOTTOM 35 - 2/ LITE SETTING BLOCK, 1j4- X 3j4- X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 65:5 " -OPTION #2• g a ACTIVE LEAF: U 0. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39--1/4" FROM BOTTOM SEALANTS; KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM SCHNEE MOREHEAD JM5504 SEALANT. N mro CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC, o o N 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL A MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE I�•-NGL'—S' a LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE N a PART #FD-107 BY SULLIVAN & ASSOC. INACTIVE LEAF: 3 HINGES PER LEAF �" Engr. JAVAD MAD• CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' BOTTOM HINGE AT 10-1/4" FROM BOTTOM CIVIL. ao 1/2" X 2" THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4" FROM TOP FLA. Ft 701592 M C.A.N. 38 t ° HEAD AND SILL CENTER HINGE AT MIDSPAN (38. O.C. MAX.) MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1" FH SMS fly, O Ll F LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM (5) SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS (6) SCREWS AT FRAME JAMB dArtowing no. NOTE: LOCKS MUST BE ENGAGED DURING 1 Vy l 2-08 PERIODS OF HURRICANE WARNING. sheet 7 of 9 JUN-21 MT • Y 1 4 4 h • • 4,000 1.750 i• • 'i� ••• •• •• • b • i i•i i • i i W 078 8 - i I-•51 1 x•394 I �°-•130 •i• i i i i •i• I cV 625 803 .045 .803 a50 .803 .045 z h 1,625 I • • ••• ••• •• ••' �' / 4.031078 1.047 Imo- 1,047 1.172 '• • •• i i • • 4.750 '•' •• i•• '•' • • • � � � l� -z.osz-�I 0 14 GLAZING BEAD 14A GLAZING BEAD 15 GLAZING BEAq• • • •• ••• •• a 5/16" GLASS 7/16" GLASS INSUL. GLASS • • ••• �` a 1 DOOR FRAME MEAD/SILL 0 t 1.507-1 •• • • • • • ••• •• 0 Q 4.000 -1.507--4 > a 40 vi LEAF TOP/BOTTOM RAIL °l A 1.6125 r u F� 4.719 Zi .078 .078 4 3 4,781 .719 .078 1.750 1.5x7 1.5aQ �, v 8.250 4.000 3 7.51 312 I � 9 LEAF HINGE STILE os2 c_> W 1.507 I 5.344 W 1.750 4.oao a LEAF W'STRIP ADAPTER w� , �00 S*AftCWe 01 .094 0 5r) 'n SIDELITE TOP & BOTTOM FRAME 2.081 1.750 1.507 f_1.750-�i 31� 442 / .329 I Z • 078 R� 078 7A 9" BOTTOM RAIL t2 1.5s4 'v� U FLU W - LLJ�Ll.812 J l0 LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750[- �,281 2 FRAME COVER 5.344 375 W 687 I 125 2.Q81 c 050 1.197 1.50 1.750 1,574 3.781 ° 3.719 ,078 v 00 .154 � i 1 4.000 LEAF CLAMP z 18 SNAP COVER LEAF ASTRAGAL STILE 9.0 00 HINGE BACK-UP PLATE � N 8.281 t 8 0 0 1.500 t 1.500 1.250 •y o 625 719 - 719 SIDELITE MULLION REINFORCING +" a N • 078ng�;.rl1+YAQ AHMAD 'GAL •. i uo 4.000 4.000 1.625 4.188 ' I o. e° ,078 2.097 1,507 .078 4.00 drawing no. Q ;,.V � 2U12 W� 2-Q8 l 3} DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB 4' 1 sheet 8 of s I LEAF CORNER • • U LLr . • 22 • • • • • • • • O °a fl U +�A�� p as 0 g • • • . • • • • U a °o � � N 115 co . • .. O oM • • . . � � z vj SIDELITE FRAME CORNER 22 SIDELITE SLIT' ON JAMB CORNER =vO� V7Rf1A U LLr N J U f O °a fl U +�A�� p as 0 g °�c a a � •v �►�43 U 0. U a °o � � N 115 co O oM � � z vj 0v LU M W cn m =vO� V7Rf1A A42 ia p 4 U +�A�� p •v U 0. �k n JAtf—�0 C tL i uo FLA.`PE 7 f�$82 o M CAN v v v drawing no. ' 2012 W12--08 •'�•� sheet g of � p U0A®BGCiF9°pee. oe °. ° mrgn B � Miami S, ores village ®� DATE . APPROVED ?®RING DEPT rt I3L.DG DEPT ,I . . SUBJECTTO COMPLIAN E ITH ALL F R i STATE AND COl INN RULES AND REGULATIONS