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WS-16-356 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252998 Permit Number: WS-2-16-356 Scheduled Inspection Date: February 17,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ISAIAS, GLENDA Work Classification: Door Replacement Job Address:250 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060134010 Project: <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone: (305)820-5999 Building Department Comments REPLACING FRONT DOOR TO IMPACT Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-252507. Tap cons must be on thick part of jamb Observe min edge distance Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 16,2016 For Inspections please call: (305)762-4949 Page 40 of 40 Miami Shores Village 10050 N.E.2nd Avenue NEIt x �nt�'�Su+fi�G�t�f011 t n. Miami Shores,FL 33138-0000 p /jy/(�yk },� pa. 0 Y11 �Sl j Ai�iL. �Rt4liF:l ��.i P r� Phone: (305)795-2204 E t� - . I s pate' 1�, Expiration:_ E ation: 0 07!2016 Project Address Parcel Number Applicant 250 NE 97 Street 1132060134010 Miami Shores, FL 33138 Block: Lot: GLENDA ISAIAS Owner Information Address Phone Cell LLENDA ISAIAS 250 NE 97 Street MIAMI SHORES FL 33138-2404 Contractor(s) Phone Cell Phone Valuation: $ 2,700.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 19 Type of Work:REPLACING FRONT DOOR TO IMPACT Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# WS-2-16-58626 $2.00 02/09/2016 Check#:5784 $ 127.80 $0.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining;thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUM MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERSAFFIDAVIT;._ ce hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zonin ermore a the above-named contractor to do the work stated. February 09, 2016 Au Signature: ner / Applicant / Contractor / Agent Date Building DepartmeftrCopy February 09, 2016 1 Miami Shores Village Building Department FEB 0 .9 x'016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 -144A BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I S-r. City:. Miami Shores County: Miami Dade Zip: 331�s Folio/Parcel#: (i '32-0co— 046 _ e/C-3I0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 7SmWy(z- Phone#: Address:-;'5® Ne ef7 S-t" City: M '► ��1n®tick State: ICA Zip: 3�1'20 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ���� =►ncaS =� Phone#: Address: '5�5cx-- K(®1 e&t City: Mtcxq`,I State: Zip:-�O til Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address:IG-jG 15 a 12- Ave City:b0eX-V-%41k3 P--h tate•P1 Zip:-3-�jL14a Value of Work for this Permit:$ -2,700 Square/Linear Footage of Work: 19.8 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ck—X:", -tc;) Specify color of color thru tile: -- Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ (� TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspect' n fee will be charged. i Signature Signature �f OW or AGENT CONT The foregoing instrume was acknowledged before me this The foregoing instrument was acknowledged before me this ( day of ,20 k., by 3 day of li--� ,20 N. ,by -SeScSrr�-.i Gjq� who is personally known to C� f� �JG�yi Z ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign -_ Im'= EN E CARBONELL Print: :' '. �$ Print: MY cc --145 Seal: ', S March 11,2®1e Jeal:,® • aaa .key, a X10 FWdflN®I�r 511e`.ti�r+s a���aarsa Fl�dawomrrs�.s� APPROVED BY Plans Examiner Zoning S Structural Review Clerk (Revised02/24/2014) ACO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY1)02/09/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT 941-925-2990 X 20834 Stonehenge Insurance Solutions,Inc. PHONE FAX 300 Avenue of the Champions N A/C No): Ste.222 E-MAILcarts@ ro er.com Palm Beach Gardens,FL 33418 ADDRESS: P 9ressiveem to P Y INSURER(S)AFFORDING COVERAGE NAIC✓< INSURER A:Technology Insurance Company,Inc. 42376 INSURED INSURER B Progressive Employer Management Co,Inc.and all its affiliates and subsidiaries For Co-employees of RJS Consultants,Inc.dba Prestige Windows&Doors INSURER C: 6407 Parkland Dr. INSURER D Sarasota,FL 34243 1-941-925-2990 X 20834 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:QGUXPQHW 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. IOLIC LTR TYPE OF INSURANCE 1M WVD S R POLICY NUMBER PMO DD EFF PM/DDY EXP LIMA COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE DOCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JEOOT- F_�LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS (BODILY INJURY Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS 1JM CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION TWC3498277 10/01/2015 10/01/2016 _X]STATUTE OER LIABILITY AND EMPLOYERS'LIABILITY ANY PROPRIETORMARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) Coverage is extended to Co-employees but not subcontractors of RJS Consultants,Inc.d/b/a Prestige Windows&Doors effective 10/5/15. License#CBC 1251687 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Dept. AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave. 'W Miami Shores,FL 33138 „e e' Page 1 of 1 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD FEB 0 9 .� f ... ......_. .._.._.:..._.._�.. ._.,� :? :....: • • 2 •••" 0000•• La T •• • • • ... .. .._ o o. 0009 `1 000 - 000.0 ••• 0000• • • a 60960• •9• 00000 { • • •• •• 098 000••0 • 00 • • _ • :00:0: • • • • 008000 '0000 •. • • •0960• 90 • 000 • 6 1)4 � 4 1 V!ITI TALL FEDERAL �y JOB NAME: Jeffrey Glasson USTIGEWEIWINDOWS & 250 N E 97 St. DOORS Miami Shores, F1.33138 WWW . PREST' IG EW IN DOOR . COM 06/30/2015-2:58pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 50 +. - fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C ITI{lN WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO�'Sl I FOR ITH THESE TABLES. -49.1 -47.9 -47.1 -46.4 -45.9 .4. - .4' _ -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 2.TABLES VALID O L1� F- ROOF HEIGHT AS LIMITED ABOVE. 0-loft +45.3 +44.1 +43.3 +42.6 +42.1 q _ - 0-10 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 3 TABLES VALID F R L APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA B B INEER AS A SITE SPECIFIC CONDITION. -50.0 -48.7 -47.9 -47.2 -46.7 .5 -4p1, -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE B L A E OF HEIGHT.IF THE MEAN ROOF HEIGHT lift +46.1 +44.8 +44.0 +43.3 +42.8 + 41.6 1 11 ft +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENTI D EAK T. 5.ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 12 ft -50.7 -49.5 -48.6 47.9 47.4 -46. 8 12 ft -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 6.CALCULATE THE TRI T E OP NING IN QUESTION(HEIGHT*WIDTH)OR +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 +46.8 +45.5 +44,7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 13 ft +q7 4 +46 2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -52.1 -50.8 -49.9 -49.2 -48.7 -48.2 -47.8 -47.4 -47.1 -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44:1 +43.7 +43.3 +43.0 14 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -08.0 -47.6 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44,2 +43.9 +43.5 i5 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 53.3 -52.0 -51.1 -50.4 49.8 49.3 48.9 48.5 48.2 65.8 -63.2 -61.4 60.0 -58.8 56.2 55.5 8'READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 16 ft +49.2 +47.9 +46.9 + +44, +44.0 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft -66.5 -63.9 -62.0 .6 .6 8 -56.1 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 .8 +44.5 GENERAL NOTES, 18 ft -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft -67.2 -64.5 -62.7 12[l - 5 :0 -5 1 7.4 -56.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +50.2 +48.9 +47.9 .1 5 +44,9 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -67.8 -65.1 -63.3 - .7 -57.2 CRITERIA AS OUTLINED HEREIN. 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 19 ft +50.6 +49.3 +48.4 +47.6 +47. .1 +45.7 +45.32•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 20 ft +51.1 +49.8 +48,8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE 56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 -696 -668 -649 -634 -621 -611 -602 -594 -58.7 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46,5 22 ft . . . . . . . . +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 WALLS AND VERTICAL SURFACES ONLY. 57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 70.6 -67.8 -65.9 b4.3 -63.1 -62.0 -61.1 -60.3 -59.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft 6 ft COEFFICIENTS LISTE N F $E ND VERIFIED BY THE GOVERNING +53.5 +52.1 +51.1 +50.3 +49.7 3 +47, +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 BUILDING DEPARTM HOLDER, - FOR APPLICABILITY OF TABLE 58.8 -57.3 -56.3 -55.5 -54.9 - .4' 1 72.5 -69.7 67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 VALUE USE IS OFFE D 28 ft 28 ft S.THIS SPECIFICA 0 I T ER ANY PRODUCT APPROVED +54.2 +52.8 +51.7 +51.0 +50.3 ,$:, +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 CERTIFICATION. RE R MITTED TEST CRITERIA AND OTHER -59.5 -58.0 -57.0 -56.2 -55.6 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DE G TION F MATION AND APPLICABILITY OF THESE TABLE 30ft +54.8 +53.4 +52.4 +51.6 +50.9 + ;$,. + ,5 30ft +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 VALUES WHICH IS -B V YO I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL NOT O ` M ORDINANCES. 33 ft -60.5 -59.0 -58.0 -57.2 -56.5 -5 . 33 ft -74'6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 7.NO CERTIFICATIO OF THE HOST STRUCTURE. +55.8 +54.3 +53.21+52.4 +51.8 +51.2 +50. 9.9 +55.8 +54,3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 8.EXCEPT AS EXPRESSLY P N,NO ADDITIONAL CERTIFICATIONS OR 36 ft -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 36 ft -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 AFFIRMATIONS ARE INTENDED. +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 41RHPEAK ROOF 40 -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF 45 ft 63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft 78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 AVE HEIGHT +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 a OOF -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -80.2 -77.1 -74.8 -73.1 .71.7 -7065• -We44 -T�.S -67.= • • •• HT 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +45.0 +54.5 +94.1 +5t.7 • • • 5O-66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 81.6 -78.4 -76.1 -74.3 -72.9 70 -6 8 • • 455ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 55ft +60.9 +59.3 +58.2 +57.3 +56.6 +516., +55.4 +%.0 +55.6 0' • 5 I 5 a-67.1 -65.5 -64.3 63.4 -62.7 -62.1 -61.5 -61.1 -60.6 -82.8 -79.6 -77.3 -75.5 -74.0 - - . -70. -69. ELEVATION 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES IS C nm O REMARKS DRWN CHKD DATE 5TH ED. FLORIDI�BUI �DII�G`C�4,DE'; ENGINEERING o o m� a O INR ISSUE GSS TSB 03/05/12 • • • •• -0 z m 1 REV-ADJUSTED HEIG HTS GSS TSB 04/09/12 ( 1 • • • • • • • • ExPREO z o a2c 1�R\ z REV 2014 FBC DGM TSB 06/10/15 (20 14)l • ••• •6• •• y w- R r 1� _ convoan,E oFF:ce: Z ASCE 7-10, �F�APTER 30 Cz tom m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 m O z DEERFIELD BEACH, FL 33442 F a 1 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, • • • ••• • • z AND SHALL NOT IS REPRODTHEPROUCEDINWHOLEORPARTWITHOUT MASTER PLAN,�4EV • P:(954)354-0660 F:(954)354-0443 3 0 Q • • ••• • • • CERT OF AUTH#5885 m -. - o N a ADDITIWRITENS,OROTHERCONSENT OF ENGPIEERINGTHISDOCUMENRARENO. ASCE / 1�• • • • • • • E:HELLO@ENGINEERINGEXPRESS.COM m - N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT •• • • • •• •• m z m m PERMITTED AND INVALIDATE OUR CERTIFICATION. Ln t © ••• • • • ••• • • ENGINEERING EXPRESS.COM F t MOAN 0 0 • • b A 3JIAM Florida DepartmentO BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines // Drofessi&Fal ` product Approval er USER:Public User Regulation Product Approval Menu>Product or Aoolintion Search>Application List>Application Detall FL# FL16708-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ■ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 so** (800)535-3936 • • •••• •••••• fbcl@jeld-wen.com • • • • •• • •• • • •••••• • •• •••••• Authorized Signature Kaede McLaughlin • fbcl@jeld-wen.com '••••• • :••••: •••• •••• • • •••• •••• ••••• Technical Representative JELD-WEN Corporate Customer Service • • Address/Phone/Email 3737 Lakeport Blvd. •�: �: i • • •••• Idamath Falls, OR 97601 •• •• ••" •"�;' (800) 535-3936 000000 • • customerserviceagents@jeld-wen.com : • : • 000000 Quality Assurance Representative 00 ; 0900 : •�: Address/Phone/Email •••• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ■ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden ■ Validation Checklist- Hardcopy Received Certificate of Independence FL16708 R4 COI COI JW SS 2015-04-27.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single (X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation instructions Approved for use In HVHZ:Yes FL16708 R4 II A010871A.pdf Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PER3480.pdf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.Ddf Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E. 73778 •••• Impact Resistant:Yes Created by Independent Third Party: Yes • • Design Pressure: N/A Evaluation Reports + ' "" ""'• Other: FL16708 R4 AE PER3481.1)8f. • • • Created by Independent Third i NrVYes • • • • ••• • •• •••••• 16708.3 Design Pro Smooth Pro Fiberglass Double XX Impact Opaque O x 6-8 arosrra x 8-0 Iriewrn•: and Outswing •Goes* ' • Limits of Use Installation Instructions • •••••• • •• ••••• Approved for use in HVHZ:Yes FL16708 R4 IIA010873A.odf • • • • • Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.tr73778 ••.• ••••:• Impact Resistant:Yes Created by Independent ThiZd'P2:1!".Yes • '• Design Pressure: N/A Evaluation Reports • • • • •••• • Other: FL16708 R4 AE PER3482.pc ""•• Created by Independent Thid Partys Yes • •••• • 16708.4 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 ancF9--0 z 8-0 Inswing • and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R4 II A010874A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3483.Ddf Created by Independent Third Party:Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.Ddf Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3484.odf Created by Independent Third Party:Yes 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010876A.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3485.pdf Created by Independent Third Party:Yes 16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010877A.odf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R4 AE PER3486.pdf Created by Independent Third Party: Yes PREPARED BY: JK�,RWEN. BUILDING DROPS,INC. O W S & DOORS 39s`°ara.'aua 9Lw.,srE.sae 371/2"MAX. DAvwaEAol.rL ssaoa Px:(9soUssao>a O.A.WIDTH FAK Issa)7aa.a7se WEB:www.ktllaingaroM.s"m DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX. 6 IMPACT APPROVED 6 °JL WIDTH Wm q 5 0 6 Z~ H g FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 o W z aLLb. g 1 \ 6 ao wJ vr .,N a 6 1 = gF`. Lu \ 3 s Z ~O a Vf m i GENERAL NOTES: a \w s p w 1 Z n 11 s Q H 1. HE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH HE CURRENT FLORIDA " = s 6 °1 g E1 ACTIVE p dLLJ Q BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO HE FOLLOWING: 2 a s Z • TAS 201-94 z s ® ACTIVE 9 3 z s z Z w Q W o • TAS 202-94 Z S O 3 vt—a O = C? N" • TAS 203-94 s Z a0 s s = o Z d' o Q j � / U 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE O p•V) RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO HE Ln Lu FOUNDATION IS HE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR HE PROJECT OF Ai INSTALLATION. O_ t- t 3. HE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR L L A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM HE REQUIREMENTS DETAILED 3 a s 6 7 V-8'V-9"N3 a 8 6 7 8 9 REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH HIS a a a a a 4 4 a a aa a a a Nod ADA sill,MP Lack,Radius Lt. GL /23/14 DOCUMENT. ], TYP.ELEVATION 1 2 TYP,ELEVATION 2 ea DooR RExxr 1 ra 000Rtm6x 4. APPROVED IMPAR PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. S. GLASS MEETS HE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. srauroraE�raoovaEa n.a�maE as vam Walbaf WRInFN COtBFMai BVODMGDRl1P5.nta 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN •�wiuGsrG' ivG ro` ane"`iri*na r+momeemm�O1furo GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. '"'"1pP1�O10.LR1"�110N' 7 REMAINING SILLS NOT RATED FOR WATER INFH-497 SILL MEETS WATER ILTRATION.NF AUTHORITY HAVING JAT WATER TEST URISDICTION SDICTION R QU RES THAT ``,``,_^�STF tT20''''�ji PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY `��Q'•.• •F,P �� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH>OH HEIGHT IS t 1.0 •O NOTE: 7 DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. 10%O • .=,;;w Ellfl TABLE OF CONTENTS italiy signed by Hermes F.Noreen,P.E. SHEET REVISION SHEET DESCRIPTION leasorn.l am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES •• ••• • • • • • •• ate:2014.07.06095639-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES • • • DATE: 02.05.14 • •• .0: •N I DESIGN PRESSURE(PST) MISSILE DWG. Y: CHK. Y: 3 - OPTIONAL 2X BUCK ANCHORING DETAILS • • • • • 4 A VERTICAL ASSEMBLIES !! C�OW�TWV VU•IDTFt HEIGHT INSWING OUTSWING �n� GL�fJMNTS L�T SS/MSS POS. NEG. POS. NEG. SCALE: N L S 5 A HORIZONTAL ASSEMBLIES 6 A GLAZING DETAILS X T-W 6'-8" 65 65 65 65 LMI&SMI DWG.#:A010872A ••• ! 7 A WOOD SUBSTRATES XRADItf !3'-W 6'-8"• •6S• 65 65 65 UMI&SMI SHEET: OF9 B A CONCRETE SUBSTRATES •• • iX • • •3' •50• 50 50 50 LMI&SMI A 9 A COMPONENTS&BILL OF MATERIALS !•• :•"SEE GERVa N%'f SHEET r,'JP'K W TSR INFILTRATION APPROVED SILLS. 1 • • • • • • • • • • • •• •• 000 • •• •• INSTALLATION NOTES: PREPARED BY:Q 1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE ME.DANtAeEA KW,M.M CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, uAxw eEAa,3E 33000 371/2"MAX. vx:tssal3ssaa3s 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH vAx`I�6I3°0'0 W EB:ww.W Omngdrops.mm STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TY C2 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 3"TYP. LLLJ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR _ � ~ MANUFACTURER'S INSTALLATION INSTRUCTIONS. a d z Z mo Ad S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 1O O W Z O w JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE cc> Q SHELL OF BLOCK. =C N g x � F nax 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK = 00 C CONCRETE/MASONRY CONSTRUCTION. oo ZD= w 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: i7 m O O g A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. z(•j u 9 v C (10 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. N z¢ z z _ C GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH j,3„Ci a p w W Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O Z PSI. J 'e D.HOLLOW BLOCKCMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH / Q OF 2000 PSI. V W a I"y S. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR c: i LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ~ tD S BY DATE ATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM d ADAsREMARK MP Lock Radius Ll. GL ATE EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 P.ANCHOR LAYOUT 2 ANCHOR TABLE 6'8"DOORS 8'0`DOORS amsww xar a<uvwou®wwxo�Eo°van mmxo mEx coraEm mm�w oxays.uc ADEMmTION3.AUOffiOPE.1�MIWHf WG.OP OiXER ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE mnnoux°ifamnv EPS SIZEMAX.O.C. MAX.O.C. E EMBEDMENT DISTANCE 1�1111►J SPACING AT SPACING AT JAMBS JAMBS ♦♦% ES F• �i� NOTE: ♦♦ ' 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. OR FRAMING �♦!(7 ; ;�.A �� WOOD SCREW 010 1-1/2` 3/4" 17.1/2" 17-1/4` ` O 7 TTW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4` ELCO ULTRACON 1/4" CONCRETE/CMU CONC. 1" 17-1/2" 17-1/4" i�0 T OP,•�'•��� 1-1/4"-CMU �i \ �.��rceTtarwiewtMo �j TTW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" 3 \�� ♦♦ f3YF Cfx�•{ggiwi�C.M078 B2 2-#9 X 21/2`PFH SCREWS •• ••• • • • • • •• DETAIL D2 25 26 • • • • • • • • • 2-#9 X 2 1/Y PFH TYP.HOPPE • • •• • • • • . DATE: 02.05.14 PFH SCREE • •• • • • • ••i • MULTI OCATION-POINT SHOOTBOLT ••• ••• ••• ••• • • ••• DWG. Y: CHK. Y: GL JM I SS MSS DETAIL 82 (RH PLATE SHOWN) SCALE: NTS DZ TYP.HOPPE I-BOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLT PLATE • ••• •. • ••• • DWG.O:A010872A PLATE LOCATION HOPPE#2098911 • • • • • • • • • SHEET: OF9 n SILL SECTION VIEW rL-I\HEAD SECTION VIEW 2 3EEOEEAa� 2R�sawRou�rs>�vD�s�wAw ••• • • ••• • • • •• •• • • • • • • •• s •• ••• • • • • ••• • • • •• •• • • • •• •• ••• 0 • 0 ••• • • PREPARED BY: BUILDING DROPS,INC. ase c oARpA eEna azw.,STE.see DANMI BEAOI,R3ROOa PN:(9501�'eaJB JAN:fss4Uao.aJee 4 1/2"TYP. 4 1/2"TYP. wEe:..,.mmRredTDOT.awD 11/2"OFFSET F. m -$ ma UQ gF�� DO Lu m 6 Do- mw W oa Qz a� ZCC O_ 0a F U O 0 Zi Q C�: a N ~ N REMARKS BY DATE kdd ADA 01,MP LDck,Rath Lt GL /23/1• 1 TYP.ANCHOR LAYOUT 3 PTDNAE EN BUQ IN TE/MARONNY sNPunm RE RERRDDuaomxTRIE RPRT W If IbUi NNRIEN CONSFNI OF&1401NG OR W e,0!C PLREPANOTE.POOOroNe,NIGNUGNI W G.OR OTHER MNRIctWS T=OON0.fENTPRFMOI YFRAIRIEDAND gNPNMTE Dw csxnFNnnon 11/4"MIN.EMBED TYP. 11111111111//II/// z � S F. O SEE TABLE ZX BUCK ANCHOR TABLE `� ��:' :�'f �? c• 7 O ..0. 6'8"DOORS 8'0"DOORS Z MIN.EDGE MIN.CENTER ANCHOR TYPE �E R SUBSTRATE MIN.EMBEDMENT DIST.TO TO CENTER 'O T T D: SUBSTRATE DISTANCE MAX.O.C. MAX O.C. �10�••• P•2\=�4/`` SPACING AT SPACING AT ,n W 2X WOOD BUCK 2X WOOD BUCK INSTALL JAMBS JAMBS ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2.1/2" 4• 25° 30-1/4' ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-GONG. 1" 4" 25" 30-1/4° 3 2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4°-cMu 3 aosssEcnoM 3 mcvuw •• ••• • • • • • •• . .. DATE: 02.05.14 NOTES: • •• • • • • ••• • • • • • • • • • • DWG. Y: CHK. Y: •• ••• .. . . . .• GL�TJM SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL SCALE: NTSp A 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#-A M 010072/1 • ••• •• • •• • • • • • • • •• • • SHEET: OF9 • • • •• • • • • • . •• . • . • . • . . ... . . . . ... . . . . . . . . . . . . . .. .. ..• . .. .. ... . . ... . . PREPARED BY: BUILDING DROPS,INC. 398 E.URNB1 BE/CN BIW..SfF.338 %� % / OANW BFA[X,FL 33084 11 �\�\ 11 wEe:....wuaoeaw44«4 INTERIOR EXTERIOR EXTERIOR Z INTERIOR -$ m m $ 4 —� INTERIOR EXTERIOR Z)O o Q S OW En m "t LLJ m y N T y OPERABLE HEAD OPERABLE SILL OPERABLE SILL �' a 4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4 OUTSWING Z U ENDURA ZAIL4S6SF AFCO J-2297 C7 W W C] > > J 11 1— REMARKS BY DATE INTEfl10R EXTERIOR EXTERIOR INTERIOR EXT 7 INTERIOR ERIOR kdd ADA sub My 1041,RBeIBs it al 83/14 10 0 4BBSIWLAgTBEREFRBWCFBM Mif M W I VMrt1Et1(DI'EFM OF B W GNG 8�3.PK. N.IEPAIC#1f.49D�.N W MIGMIa6.OB OI�6A M4B44vGSTOTBSBOIVMFMAR M1BT VF4MRIED4ND [� OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL 4 INSWING/OUTSWING4 INSWING 4 OUTSWING ENOURA HCIS000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 •�o 7 :';30 11 ����F"E�i Eie.•G����` 11 E J i 9 INTERIOR EXTERIOR R INTERIOR DTFRIOR •• « •• DATE: 02.05.14 � • • • • • • • DGGLtYM CSHSK.•• ••• •• • • • •• M SS OPERABLE SILL OPERABLE SILL SCALE: NTS 1,4 _ X91 DWG.#:A010872A OPTIONAL AFCO A-117 • •�PTIONAL:ISD RR*OOEAS6SF••• ••• • • • SHEET: OF9 . .. . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREPARED BY: - HINGE SCHEDULE HINGE DETAIL AT IAMB: Q PLACE#9 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY 6'-B^ 3 BUILDING DDROPS,INC. PPNu\ternat n 3saoa FM'LssPVaa4rsR Me1 19 v mm„a,DOm LLJ INTERIOR IMEfl10R QwC7 ganm W PHILLIPS1-79X2-1/2p¢ N FLATHEAD WOOD SCREW Q—i 3-#9X3/4"PHILLIPS FLATHEAD WOOD SCREWS ZN aY xd�O WETERIOR EX ( TERID 4-#9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4"LENGTH FOR 6'-8"DOORS p () e USE 1"LENGTH FOR 8'-0"DOORS = °e 1� LOCK JAMB HINGE JAMB ti 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE d ADA sill,MP Loch,Radius LL GL 16111114 9.#9 X 13/4"PFH 3-#8 X 2"PFH 13-48 X 13/8"PFH(6'-8"UNITS) 8-#9 X 2 1/2"PFH W/HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) W/STRIKE HARDWARE (6'-8-&V-0UNITS)" W/STRIKE HARDWARE COMES W/HARDWARE 1-MPL STRIKE PLATE n"Dsxau"Dree n¢vnou+aomwxou oa vaaT wnNour wwns"mxuNr or Eunnmv occas.wz. 4 MPL STRIKE PLATES 4-#8 X 13/8"PFH 1O�PD°"�•"'�"'�"""�•°0.On�" mnR6Y44 TOlN6 DONMEMT PRE NOT Pf RMDIED AND 20 21 1-REINFORCEMENT PLATE o arvawPTEounaann naw. HOPPE#2512296 0 ``,1LLIlt11f/1I�2/ S EXTERIOR EXTERIOR EXTF• 0 F,PO��' 7 v • T T e - INTERIORo INTERIOR o i EER'�Y°Ivmtti�rw'��� 11 11 •• ••• • • • • • •• ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR OU SWINGGHOW:%INNMNG SIMILAR ••• 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: seeGL/TJM SS/MSS SCALE: NTS • ••• •• ••• DWG-#:A010872A • • • • • • • • • SHEET: OF 9 • • • •• • • • • • . .• . • . • . • . . 00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREPARED BY: - fb BUILDING DROPS,INC. ave e.wxw eLAfH e<vD..m.aae DANw BFAI]1,R 3e000 GH:((5)7}eaM vrx:(vsapaa.avas W E9:w..D�ws.cum c n b Ln 1'MAX. 1"MAX 1°MAX. I: � g 1/2"AIRSPACE 1/2"AIRSPACE 1/2'AIRSPACE 7/2"AIRSPACE d Q °x % a i I¢ INTERIOR EXTERIOR \ INTERIORC/8"ANNEA INTERIOR EXTERIOR INTERIOR EXTERIOR C m 1/8"ANNEALED GLASS ED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS h 0.090"SOLUTIA PVB INTERLAYER FTA PVB INTERLAYER 0.090"SOLl1TIA PVB INTERLAYER z— z m Z 0.090"SGP INTERLAYER R 0 0 f m 1/8"TEMPERED GLASS fED GLASS f N 1/8'TEMPERED GLASS z BY DUPONT 2 Q (i�a vo _ g 1/8°TEMPERED GLASS V' 0 ° DOW 1199 SILICONE m .� DOW 995 SILICONE �� DOW 995 SILICONE DOW 99S SILICONE ILICONE C22 23 24 REDI-SEAL DOW 995 SILICONE DOW1199SILICONE REMARKS BY DATE �-8" GLAZING DETAIL X8-4- GLAZING DETAIL FLUSH GLAZE DETAIL 4 GLAZING DETAIL Ndd ADA MLMPLodSlladlD Lt. GL /23/14 6201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-65 PSF ONLY awovuuxor ee evxwu®oa xmoie as vair WDIroUt WNi1ENl%V6ENltrt fiLILDUK DFO"b,VlC ALIEPAI W MS.ADDR W tlS.IYGHIRMfING.OR D11Re YNWNGSTOT10D0[IINENfRPFMDf PFAMTFDAMD INVRIID91EOUi1 lIW4 7 TT �� �i��SP• PPvwd'"G� ��� I ynA ecxo. {t7N9+PYiY'�\LJ� I —f NO;:' • • • • • • • • FICTIONAL GLR2ING,"LUMNGWIANAlGRID,BLINDS DATE: 02.05.14 BET*EEN GLI DE@OR)PrwL*i EXER OUGIRf RON AAC,R DIUJ JAPPRgtD AJL?GLL INID HOWN DWG. Y: CHK. Y: ��OO GL�T7M SS�MSS SCALE: NTS • ••• •• • ••• • DT"G•#:A010872A • • • • • • • • • SHEET: OF9 • • • •• • • • • • . •• . • . • . • 000 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREPARED BY: 2X WOOD BUCK Q BUILDING DROPS,INC. MIN. ti z '�Eo rau azaoi,aalow lls EDGE DIST. g F3 w % WOOD ANCHOR w / vqx:(95npoo.a216 SEE TABLE SHEET 2 W a % SEE TABLE ON SHEET 2 F wEa:....wwnremw..mw SILICONE w j 2X WOOD BUCK m % j Foga zF CtaLu N w� // % 0.25' _ MAX. ZX WOOD BUCK ~0 a m f n WOOD ANCHOR SHIM O 1Q m g SEE TABLE ON SHEET 2 MIN.EMBED. G m SEE TABLE SHEET O R =) N BEAD (TYPICAL) JAMB (TYPICAL) [3 OPERABLE SILL Z' ao 7 OUTSWINGSHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED O ENDURAZAIL456SF 0 SILICONE r h SILICONE SILICONE REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK kdd ADA sail,MP Lock,Radius Lt. GL /23/14 2X WOOD BUCK nrm srwu rror e<uvsowao w wxas a vun wrtxourwninsw cmatxru va;mays.we OPERABLE SILL OPERABLE SILL OPERABLE SILL "°�"°°�"""°G"P'W° urvawa,s am ,�. 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 1111111/ AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 �PO 7 SILICONE SILICONE SILICONE xo.n ` ,`% Fm fFPT.tl/. ILa.T951a 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK •. . . .•• • . . . •. DATE: 02.05.14 .. . . ... OPERABLE SILL DWG. Y CHK. Y 9 O'PER7QdLE'31LL• •• � OPERABLE ADA SILL GL .IM SS MSS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F END URA HCI5000 •• •• • owG.Ir.A010872A ••• •• 000 • • •••• • • SHEET: OF9 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW • • • •• • • • • • SECTION OF HEAD OR JAMB AS LONG AS MINIMUM •• • • • • • • • • • • EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 11.0 • • •• •• ••• • • • ••• • • PREPARED BY: /r J MIN. � 1K WOOD BUCK BUILDING DROPS,INC. EDGE DIST. ���` (OPTIONAL) SILICONE aaa D� X 338 SEE TABLE SHEET 2 -:-;(ssalas� - j� z a W Fa (: )la AM mt CONCRETE ANCHOR Q wEe:....E,nmlaa.oPsom $ SEE TABLE ON SHEEP 2 % CON ETI/ MASO RV % CONCRETE/ mom 2E a BYO k5 w tp MASONRY O p W BY OTHERS a 1l ix WOO BUCK % C O F- % a (OPTION(LL) 0.25• MAX. O I¢IX� m i SHIM Sc U CONCRETE ANCHOR CONCRETE/MASONRY BY OTHEJiS/ d N SEE TABLE ON SHEET 2 J O W MIN.EMBED. F Z. SEE TABLE SHEEP 2 _ a W r�� HEAD (TYPICAL)/ T. JAMB (TYPICAL) ," 3 OPERABLE SILL u W° z 8`.,OUTSWINGSHOWN-INSWINGSJNIILAR 8 -OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED O O s ENDURAZAIL4565F V SILICONE- � 9 SILICONE SILICONE REMARKS BY DATE d ADA SID,MP Lock,Radius LL GL /23/1• G CONCRETE/ - - CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS um Saau rror sE aFrxoouan m wlmE oa vwi saFlwunvanrEn<oFaExr of aunmsa oaovs,me ALTFMT4O15.PPgI W NS.ILIO W GIIINIG.OP OFHEN uaaunasroras oocurFnr,uEamvcmrtEoum mvnlwnrz ENM aarulusrola OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED %%% ES F• O���ii AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 Z. O 7 o TT fj SILICONE SILICONE SILICONE i�O�CC�i¢ArolEsipCseaE• �� ��hL:nn P.E.Fm. �♦ .� G G .Q G C A a faVE G CONCRETE/ SONCRETE/ CONCRETE/ MASONRY •• •'• •• •• • •. • ASONRY ' ONRY BY OTHERS • •• • • BY OTHERS BY DATE: 02.05.14 g OPERABLE SILL 9 •• 0PEMtE:51tt: •. 1 OPERABLE SILL GL�11M CHK.BY:SS/MSS 8 OUTSWING-NO ANCHOR REQUIRED 8 •OU1M AG-NO ANCHLTR RE IR1FD • $ UTSWING/INSWING-NO ANCHOR REQUIRED AFCO A-117 ENDURAZOOL456SF ENDURAHCISOOOADA SCALE: NTS . ... . ... . DWG.JT:A010872A OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW • • • •.. • • • • • SHEET: OF 9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 0.: • • •• • • • • • EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • • • • • • • • • 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED BY: ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 Q FINGER-JOINTED PINE Q SOLID PINE p BUILDING DROPS,INC. 1 FRAME HEAD/JAMBS OD OAN1A BF^Oa•a�0°° LAMINATED VENEER �;(yyalaayea�e LUMBER 0 (esaJMAM wee:w»w.uuum°eaow.wm COMPOSITE 2 (NOT USED) - B 3 (NOT USED) - 4 ENDURA ZAIL4565F THRESHOLD - p w� 5 AFCO J-2297 THRESHOLD - O W Q iL gR a0W'a"°uei 6 AFCO A-276/P-2000 THRESHOLD - =o; LL- 3 F a 0 mea 7 AFCO HA97 THRESHOLD - O o p® p Q J m x o®O 8 AFCO A-117 THRESHOLD - C Q m 9 ENDURA ZOBL4565F THRESHOLD - O Oo HANDLE �_ Z Q O o HEIGHT a o' 10 ENDURA HCI5000 ADA THRESHOLD - °P4 •- o Z WWW 11 WEATHERSTRIP URETHANE FOAM& O ^ ' 0W Zo POLYETHYLENE o; o o n a O PO 0 Lu Z 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE n 0 0 13 (NOT USED) - HEIGHT a- 14 (NOT USED] - C]c + ai 0 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 0 0 ~ U 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS Z&3) STEEL O o .5 ° ° REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET S) STEEL ADA sill,MP Lock,Ramus It w h3/ia IB KWIKSET LOCK SERIES 400 STEEL a a1 19 KW IKSET DEADBOLT SERIES 780 STEEL � O m ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6.8 UNIT °Np "10iBF^Ep°OWCFD°"'" 1A1°^"' 20 ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT STEEL u Aoortioru.Moa uw. mia�x Bry 0.63" uaanacsmwooeun�au noreemortmnno 21 HOPPE MUU-POINT HARDWARE HLS90M STEEL `,11111 L L 1177 22 ODL LITE KIT(LMI) 6063-T6 ALUMINUM 23 FLUSH GLAZING LEG FIBERGLASS ``����Q-\,•• .�`�����' 24 ODLUPUTEKIT(RADIUS UTES) PC ABS 25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL li * 7 26 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL '79" __T.- T T r z OT OFRAME HEAD/JAMBSO ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 O HEAD SHOOT BOLT PLATE(LH) � �pwn`` ..... VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD 6 THRESHOLD 25 eereaa�rfp W%°a i . . • • • DATE: 02.05.14 • I-�4.563' 4.56` • :.62•1' • 4.57" O• . . . • DWG. Y: CHSSrMK. Y: • • . • SS O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD lNDLAO ZO9L4565�F 10 ENDURA HCI5000 ADA 26 HEAD SHOOT BOLT PLATE(RH) GL/TJM SCALE: NTS THRESHOLD THRESHOLD •�• • ••• • DWG.#:A010872A • • $ • • • SHEET: OF9 4.58• •• • • 4.62"-------- • .'• ( • • • • I• • • • N 5.�" •• • F•--•-4.56"• -I • • 0 1.75" ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • •