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WS-18-3717C-___._-_ � _--�------� - �, � __ ,� r T.. t 1 __ � -- _ _. �._.__ _ �- � _ � � r r i i � 4 � � :�� ��' ._ �.__ �.. _ A ;, Y :� _ �. w .^�, {�-.. r Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Location Address Parcel Number 501 NE 92ND ST, Miami Shores, FL 33138 1132060141120 Permit N00.: WS -12-18-3717 Permit Type: Windows/Shutters Work Ciassifrcatfon: Door Replacement Permit Status: Approved Expiration: 10/28/2019 Contacts LORETTA & LIZA ROSE CIRALDO Owner FLORIDA ONE GENERAL CONTRACTORS Contractor 501 NE 92 ST, MIAMI SHORES, FL 33138 INC ROBERT F FLEMING 2205 ARCH CREEK DR, NORTH MIAMI, FL 33181 Business: 3055054015 Description: REMOVE AND REPLACE 3 EXTERIOR DOORS WITH Valuation: $ 1,500.00 Inspection Requests: IMPACT DOORS. TO REPLACE WS17-1427 300624949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 Notary Fee $5.00 Windows/Shutters Fee $80.00 Total: $135.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $135.00 Check # 001995 05/01/2019 $135.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. nature: Owner / Applicant / Contractor / Agent May Date Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED BuildingDepartment p DEC 191018 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 201 - Master Permit No. NSG -3=0 Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S d 1 0 C= (L f f City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: It- 137-06 -0 F q- //20 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFEu: OWNER: Name (Fee Simple Titleholder): (/I �?n G b Phone#: I -I Address: W� AZV\A S }- 2 �y City: V V �1a m , 1rC f State: I' f Zip: 3 J b Tenant/Lessee Name: Phone#: Email: lA Zl nip r N o(,{' C&,V\ CONTRACTOR: Company Name: Okk'�E Cil lyl'L CGNNI14C0T-< Phone#: Address: 22057 City: /V Ih//k- State: F -r_ Zip: 33Iel Qualifier Name: l&3 z2 r i=L i'�G Phone#: '�D r -5�0 �-�D/5— State Certification or Registration #: C_ 6 C Certificate of Competency #: 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: 1-6 P,-,)OAl f r �-,j - r' 17 - I Lt 2 - Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Permit Fee $ Q CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ S . 00 Double Fee $ Bond $ TOTAL FEE NOW DUE $ 13 '•�' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 reinspection fee will be charged. Signature [L LMA& OWNER or AGENT The foregoing instrument was acknowledged before me this day of Dec 20 kV by ��a zc�e C i YG R personally known to me or who has produced��( as identification and who did take an oath. Signatu CONTRACTOR Th ib going i i ru` ent was acknowledged before a this Y of I 20 by 1��� is personally known to me or who has produced as identification and who did take an oath. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) , '.+4.0 .I Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or 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: Upon obtaining window and/or door permits for the installation of same, it is the 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). Acknowledgement: 7 Fgp(F FLo-? W 6 /Owner Signature Date Print Name Florid, General Cerwacte� (305)505-4015 May 25, 2017 Florida One General Contractors 2205 Arch Creek Drive North Miami, Fl. 33181 CGC # 1520690 Floridalgc@gmail.com Ph.: 305 505-4015 State of Florida County of Dade Before me this day personally appeared Robert Fleming, who being duly sworn, deposes and says: That he will be the only person working on the project located at: 501 NE 92 st. Sworn to (or affirmed) and subscribed before me this 18th day of April 2017, by Personally know: Or produced identification Type of I.D. produced 'FL- prinV, type, or stamp Name of Notary opRY►ty vnt�N :,rbt,� irate ty -torda t jtflf 1� -ktv9,ei y ,o` SAV (�; pftimi$5rt1n =F 1ga7i0 OFA�� "xo re; t4f03i2C u,WE-7N TO iami � hares Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax; (305) 756.8972 Notice t® Owner — Workers' Compensation insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time empldyees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company member are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require vert ication of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNNG BELOW YOU ACKNOWLEDGE TI -LAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS_ , Sranatura: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 0(—') _ day of CC 20 0 BY zc 6 /�dX�0 who is personally known to meor has produced as identification. Notary: SUSANA C. FERNANDEZ CFAL:� MY COMMISSION # FF993291 aOF EXPIRES May 17, 2020 r R W 1 B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Glazed Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 'Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1d of the State of Florida Product Approval, Department of Business & Professional Regulation. 9000 RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in tt;6o"r any • • • • • manufacturing or distributing the product or in any other entity involved in the approval process Ahe product named • • herein. ...... .. . ...... Limitations: ...:.. 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code• FWr structural requirements • including the "High Velocity Hurricane Zone" (HVHZ). .... .. .. ..... 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base mateiiialehoN be beyend wall dre9mrtg • • or stucco. •••••• ••••• •••••• 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and doeserYotrequire an impact • • resistant covering. • • • • • 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies wi t7Section•1609.1.2 of tl% • • •; FBC and does not require an impact resistant covering. This product meets missile level "D" and includes►Wind Zone 4%s lefinedin • ASTM E1996 and Section 1609.1.2.2 of the FBC. • • 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10975.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #31 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #18, #14, #15, #16, #34 and item #37 under the door do not meet the water infiltration requirements for the "HVHZ' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -10975.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336 A,B,C ASTM D635-03, ASTM D1929-96, Testing Evaluation Labs Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339 A,B,C ASTM D635-03, ASTM D1929-96, Testing Evaluation Labs Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460030 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. STTS00001 ASTM G26-95 Sub -Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84 -00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. 2. Miami -Dade NOA Materials 15-1201.11 Saflex Interlayer (Eastman Chemical Company) 3. Drawing No. Prepared by Signed & Sealed by No. FL -10975.1 RW Building Consultants, Inc. (CA#9813) ♦�♦��11111111111 Lyndon F. Schmidt, P.E. 4. Calculations Prepared by ♦♦SCN�Iff�s� Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) �♦♦ F ......... Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ��� �;�''�G M SF•.-• ��� 5. Quality Assurance �, • • No 43409 Certificate of Participation issued by National Accreditation and �c ; •: " Management Institute, certifying that Therma Tru Corporation is = o r manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. �13 STATE OF ii�'�S • 4 O tai IV..* �� ♦�� Lyndon F. Schmidt, P.E. SAONN��♦ ♦♦ FL PE No. 43409 Sheet 1 of 1 ��1181811111 10/14/2016 myFlorida Logo Town Grapl a BC am B I Home Log In User Registration �s Sur h it Stats; Facts Pustaff blications F Links Search map - Product Approval USER: Public User Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. p Validation Checklist - Hardcopy Received Product Approval Menu > Product or Application Search > Application List > Application Detail B FL # FL10975-R6 Application Type Revision Code Version 2014 . . .... ...... Application Status Approved ...... .. . ...... Comments Archived ...... .... ..... .. .. .... ...... Product Manufacturer Therma-Tru CorporatioD":': '. Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. p Validation Checklist - Hardcopy Received Certificate of Independence FL10975_R6_COI (a) CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 2011 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary ofProducts Year 1996 1999 2003 1998 2000 1995 1994 Florida Licensed Professional Engineer. pr Architect FL10975_R6_Equiv_of $TARDARDSIal.ddf FL # ...... Description 10975.1 a. "FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door - (X) Inswing or Outswing Configuration "ClassicCraft" or "ClassicCraft Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R6 II (a) INST 10975.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ...... .. . ...... Evaluation Reports Other: See INST 10975.1 for Design Pressure FL10975 R6 AE (a) EVAL 10975.1.{Zdf Created by Independent Third Party: Yes Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.2 b. "FiberClassic", 6'8 "Impact" Glazed Fiberglass Single Door with "SmoothStar", Sidelite - (OX or XO) Inswing or Outswing "ClassicCraft" or "ClassicCraft Rustic" .... .... ..... Approved for use in HVHZ: Yes FL10975 R6 II (a) INST 10975.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ...... .... ..... .... .... ...... Method 1 Option D '• % . . . . .... 10/13/2016 •�� 12/13/2016 10/18/2016 12/15/2016 FL # Model, Number or Name Description 10975.1 a. "FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Single Door - (X) Inswing or Outswing Configuration "ClassicCraft" or "ClassicCraft Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R6 II (a) INST 10975.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.1 for Design Pressure FL10975 R6 AE (a) EVAL 10975.1.{Zdf Created by Independent Third Party: Yes Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.2 b. "FiberClassic", 6'8 "Impact" Glazed Fiberglass Single Door with "SmoothStar", Sidelite - (OX or XO) Inswing or Outswing "ClassicCraft" or "ClassicCraft Rustic" Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R6 II (a) INST 10975.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Created by Independent Third Party: Yes Evaluation Reports FL10975 R6 AE (a) EVAL 10975.2.pdf Created by Independent Third Party: Yes 10975.3 c. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 68 "Impact" Glazed Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975 R6 II (a) INST 10975.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.3 for Design Pressure FL10975 R6 AE (a) EVAL 10975 �.�df Ratings by specific Model and for any other Created by Indeptnddr�t Thirdl�arty: Yes •;o additional use limitations and installation .. . ; •• ;• instructions. (Note - ASTM E1300-98 utilized for 6666.. .. areas inside the HVHZ)• •; • • • 6 • . 6666 .. .. 64666 10975.4 d. "FiberClassic", 68 "Impact" Glaz@d fibVrglagsDouble Dtr�--Io "SmoothStar", (XX) Inswing or OutsMng Configtration 6.64:. "ClassicCraft" or• • • • • • . 90 "ClassicCraft Rustic" 4 ' :6 6.:. Limits of Use Installation Instructions• • • • • Approved for use in HVHZ: Yes FL10975_R6_II (a) INST 10975 4 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.4 for Design Pressure FL10975_R6�- EE (a) EVAL 10975.4.pdf Ratings by specific Model and for any other Created by Independent Third Party: Yes additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.5 e. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Double Door with Sidelites-(OXXO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975_R6_II (a) INST 10975.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.5 for Design Pressure FL10975 R6 AE (a) EVAL 10975.5.pdf Ratings by specific Model and for any other Created by Independent Third Party: Yes additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.6 f. "FiberClassic", 6'8 "Impact" Glazed Fiberglass Single Door "SmoothStar", utilizing Hoppe Multi Point lock - Inswing or "ClassicCraft" or Outswing configuration (X) "ClassicCraft Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975_R6_II (a) INST 10975.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.6 for Design Pressure FL10975 R6 AE (a) EVAL 10975.6.{Zdf Created by Independent Third Party: Yes Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.7 g. "FiberClassic", "SmoothStar", 68 "Impact" Glazed Fiberglass Single Door with sidelite utilizing Hoppe Multi Point lock - "ClassicCraft" or "ClassicCraft Rustic" Inswing or Outswing configuration (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL10975 R6 II (a) INST 10975.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 10975.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Evaluation Reports .0.00. FL10975 R6 AE Ca) 2VAL 10975'7.pdf 0009:0 Created by Indepehtlerit ThirdMy: Yes '. 0":" .... .... ..... 10975.8 h. "FiberClassic", 6'8 "Impact" Glazed Nberglas's•Single Door-wfh "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic". sidelites utilizing F" jAulti Point lock - • 0 Inswing or Outswing configurXjW 0X0)&**** • . ...... Limits of Use Approved for use in HVHZ: Yes Installation Instructions `•� FL10975 R6 II (a) INST 10975.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.8 for Design Pressure FL10975 R6 AE (a) EVAL 10975.8.pdf Created by Independent Third Party: Yes Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.9 i. "FiberClassic", 6'8 "Impact" Glazed Fiberglass Double Door "SmoothStar", utilizing Hoppe Multi Point lock - Inswing or "ClassicCraft" or "ClassicCraft Rustic" Outswing configuration (XX) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10975_R6_II (a) INST 10975.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.9 for Design Pressure FL10975_R6_AE (a) EVAL 10975.9.pdf Created by Independent Third Party: Yes Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10975.10 j. "FiberClassic", "SmoothStar", 6'8 "Impact" Glazed Fiberglass Double Door with sidelites utilizing Hoppe Multi Point lock - "ClassicCraft" or "ClassicCraft Rustic" Inswing or Outswing configuration (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10975.10 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) FL10975 R6 II (a) INST 10975.1 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10975 R6 AE (a) EVAL 10975.10.odf Created by Independent Third Party: Yes Back Next •.! 11• .11. .. • 1 ' The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do no .v�apt your. e, -Mail address released in response to a public -records request, do not send ele�VpNc mafl.to this entity.:. Instead, contact the office by phone or by traditional mail. If you.haseany questions, please . contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective.0ctolW1',: 2012, licensees licensed under Chapter 455, F.S. must provide thd0epArtmett-04 an ema address if they have one. The emails provided may be used for off4al•Eommur0cetion withal licensee. However email addresses are public record. If you do not4i9h to sup* a persenat- address, please provide the Department with an email address whicgcgrae made'available toxhe public. To determine if you are a licensee under Chapter 455,•F.S., pleaseAVkhere*'•••• Product Approval Accepts:' LN, L� B 0 .. . .. ,1 • : . E THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 "SMOOTH STAR"; "FIBER CLASSIC'; "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" FIBERGLASS GLAZED DOOR INSWING / OUTSWING 'IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #31 under active doors meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items # 18, # 14, # 15, # 16, #34 & #37 under the door do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. ����``````, •........... T' ' III Lf) W. Z o� F- 00) -6M I •••.., �� J j t0 00 III ...••• ```� N � I'1/ •1I p U N 00 z \� ZX Z U V` o C� m C W J IL , (A le) m D: a � .9LL .1604t: � 0. C W �. . ..40 .. •.•. 4 • . Q • •.� 00 00 do 0*0 •.•••. .1-N Q 15 niw • ••� J K ..o a Q0" U23 o �W � F- a a if TABLE OF CONTENTS DESIGN PRESSURE (PSI) SHEET # DESCRIPTION SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 7 Vertical cross sections 2 Door panel details & glazing details (Smooth Star) 8 Buck and frame anchoring 2X buck masonry construction 3 Door panel details (Fiber Classic) 9 Frame anchoring 1 X buck masonry construction 4 Door panel details (Classic Craft) 10 Components 5 Door panel details (Classic Craft Rustic) 11 Bill of materials 6 Horizontal cross sections ����``````, •........... T' ' III Lf) W. Z o� F- 00) -6M I •••.., �� J j t0 00 III ...••• ```� N � I'1/ •1I p U N 00 z \� ZX Z U V` o C� m C W J IL , (A le) m D: a � .9LL .1604t: � 0. C W �. . ..40 .. •.•. 4 • . Q • •.� 00 00 do 0*0 •.•••. .1-N Q 15 niw • ••� J K ..o a Q0" U23 o �W � F- a a if FRAME WIDTF ` . 36.00" MAX. �j PANEL WIDTH7, DESIGN PRESSURE (PSI) fil tt . ...FRAME k POSITIVE NEGATIVE DIMENSION INSWING 37.75" x 82.00" +55.0 -55.0 OUTSWING 37.75" x 80.62" CL _ LLJ W W -55.0 j S � w Z Q Q a_ e /\ O Q Q N g 0' ����``````, •........... T' ' III Lf) W. Z o� F- 00) -6M I •••.., �� J j t0 00 III ...••• ```� N � I'1/ •1I p U N 00 z \� ZX Z U V` o C� m C W J IL , (A le) m D: a � .9LL .1604t: � 0. C W �. . ..40 .. •.•. 4 • . Q • •.� 00 00 do 0*0 •.•••. .1-N Q 15 niw • ••� J K ..o a Q0" U23 o �W � F- a a if cr 0 0 0 OIO DATE: 6/25/08 SCALE: N.T.S. DING. BY: JK CHK. BY: LFS DRAWING No.: FL -10975.1 OF 0 0 0 N OVERALL k- DESIGN PRESSURE (PSI) SWING tt . ...FRAME k POSITIVE NEGATIVE DIMENSION INSWING 37.75" x 82.00" +55.0 -55.0 OUTSWING 37.75" x 80.62" +55.0 -55.0 cr 0 0 0 OIO DATE: 6/25/08 SCALE: N.T.S. DING. BY: JK CHK. BY: LFS DRAWING No.: FL -10975.1 OF 0 0 0 N 24.59'MAX. 39 4 3 2 39 48 ���,� 47 • •%% D.L.O. INTERIOR �'• ..�, •A7�% M �.' 2 35 _ _ • �' o.. -A=6 M .. z 0 o rn ��3'•• • may. < m �' ♦ 44 4 va 0 -0 3! 0 xZq v E omn z O aro Q CC W 49 EXTERIOR G1 1 46 49 39 \ a � 'm o°' a m s LL O °•ez17. M 0 2 1 HORIZONTAL CROSS SECTION •' .'' `' •' • • 2 .. IL LO 0 J,a ; • 1.18' 1.54" - ...... to j a - 1 1.54"� � • DETAIL A -A • • ��• W • �" -�'En z_j 1 ' u aQ ~ On 40 DOOR PANEL 1_ j On 0 Smooth Star o o� G1 a a o K HINGE STILE TOP RAIL 45 BOTTOM RAI1L 47 LOCK SME (nP) EXTERIOR INTERIOR > ; m mUU L� 1/7' o GLASS BITE N 1" THK.m V) CELLULAR GLASS W o v o M_ GLAZINGN1/8"1 /8" TEMPERED kO N D) ail GLASS EXTERIOR AIR SPACE49 u, W 5/37' ANNEALED a a c GLASS 515 1 7' DIA. MAX. 0.090" SAFLEX PVB 39 Lf, a INTERLAYER 46Li INTERIOR N °' a 0000 OOO DOW 995 2 1/8" ANNEALED ^ a r' GLASS")IC-41— o c OR SWIGGLE GLAZING Z O O SIKA 552 SPACER 45 35 DAA: 6125108 39 28.86% OPEN WALL N.T.S. AREA MAX. DWG. BY: ,JK a G GLAZING DETAIL cHYL er: LFS 3 DETAIL A-A Panel reinforcement 2 VERTICAL CROSS SECTION DRAWING NO.: Q 2 FL -10975.2 c C SHEET 2 OF 14 Q 24.58" MAX. D.L.O. 3 O 0 0 x 1 o0111 11 3 LO �0 / vl L DETAIL A_ A 50 DOOR PANEL Fiber classic INTERIOR 39 K (TYP.) DETAIL A -A Panel reinforcement 'DIA. MAX. 28.86% OPEN AREA MAX. 1 HORIZONTAL CROSS SECTION 3 EXTERIOR 46 10 1.21" � 4.1(Y" -{ Lqi U--F---LF-F v Lq 54 HINGE STILE 57 LOCK STILE 46 rim EXTERIOR INTERIOR a a G1 1.54� r-- 1.54"!'-1 ---I N CD 4 m W O_ O U) N O �O 52 TOP RAIL 55 BOTTOM RAIL o 0 as 2 VERTICAL CROSS SECTION 3 DATE 6/25/08 SCALE N.T.S. DWG. BY. JK CHK. BY: LFS DRAWING NO.: FL -10975.2 sHEu 3 of 14 o. ��* •• ........... •. l� i to D d) : 7 z° �. 0 - 3�r— orn �,• •. _ J a to CD �' ///��� 0 M i39 +%i ��� 0 N `- 3�� Z Q O X n t0 O C W E o.r -' oa a.m a:am zoFp 0 • .•. v CLj ...... .. . ...... ..... Cr- 3 ....' '..• : o.... •••• • •••••� �W• •: VN .'. D=N:. f - m .. 00 • . wtn = S' • '- N a o� c� U L o 0 _m 0 r INTERIOR a a G1 1.54� r-- 1.54"!'-1 ---I N CD 4 m W O_ O U) N O �O 52 TOP RAIL 55 BOTTOM RAIL o 0 as 2 VERTICAL CROSS SECTION 3 DATE 6/25/08 SCALE N.T.S. DWG. BY. JK CHK. BY: LFS DRAWING NO.: FL -10975.2 sHEu 3 of 14 o. 9A IW MAX LDETAIL A -A 60 DOOR PANEL Classic craft G1 4 1 F . ., 1 HORIZONTAL CROSS SECTION 4 34 EXTERIOR 3�946 35 C; 1.49" -�^) CD 1.49" C; � I o i K (nP I 62 TOP RAIL 65 BOTTOM RAIL DETAIL A -A Panel reinforcement 5E Ce 'DIA. MAX. 28.867o OPEN AREA MAX. � HINGE STILE 67 LOCK STILE EXTERIOR II III INTERIOR G1 Um wi 4 2 VERTICAL CROSS SECTION 4 A. I LO ♦ ••� 0 i "'•5y� 0,)' !2 I �••'•..� ♦ J D t0 o M co z `U N O X Z .0 6 ' n z0 O m C W >°O o a IL �� m aatm o .�.z. .' . 30 tarsi • (�' ... .. o.. \jam ...... . . .... Q . ...... •.g 000009 . . __j• : • • cc m Wig: o� Qit V W ai O o It a 0 N W E D: DAT: 6/25/08 W -CE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -10975.2 sHEu 4 of 14 • z e n 3 v 7A SA" AAAA( 1 HORIZONTAL CROSS SECTION 5 LDETAIL P " �� DOOR Classic DETAIL A -A Panel reinforcement EXTER 2 VERTICAL CROSS SECTION 5 •••••• J •• •• . Qom• •••••• Lu Cr F� • •QV) • ••• M goo* • • • • YLpCn • w U O c� • ¢ cin U W �U O 0 � a a polo 1.2 �2 ala DATE 6/25/08 SCAM N.T.S. DING. BY: JK CHK. BY: LFS DRAWING NO.: FL -10975.2 OF 7A SA" AAAY INTERIOR 1 HORIZONTAL CROSS SECTION 6 l— DETAIL A -A -� 80 SIDELTTE PANEL K PP.) DETAIL A -A Panel reinforcement � STILE Sidelite 1.547 o 7 . -, 7� . 82 TOP RAIL Sidelite 1.54"—1 acOo. o 81 DIA. MAX. 39 85 SIDELTTE BTM. 35 Rail 85 28.86% OPEN AREA MAX. W EXTERIOI% 11\1LAM 2 VERTICAL CROSS SECTION 6 ,�• o; i •O� G-00rn . yy� > > z o to 0 O M Z U N v 0 xZQ nrO cmc°w 6 00- a N� m aa,OtL° sLL C .og. 0 ii QW• A `•••• 0C'd'•v��/ • •fie• �.. . . MM M •• .20• N ~�• a w U CO O wQ o_ a U)o U) N 00 LL,W 00 as DAA 6/25/OB SSE: N.T.S. DING. Er: JK CHK. BY- LFS DRAWING NO.: FL -10975.2 SHEET 6 OF 14 I Ir C C N 82 C: • �• „QI O 35 N: z 81 d ' 4 11\1LAM 2 VERTICAL CROSS SECTION 6 ,�• o; i •O� G-00rn . yy� > > z o to 0 O M Z U N v 0 xZQ nrO cmc°w 6 00- a N� m aa,OtL° sLL C .og. 0 ii QW• A `•••• 0C'd'•v��/ • •fie• �.. . . MM M •• .20• N ~�• a w U CO O wQ o_ a U)o U) N 00 LL,W 00 as DAA 6/25/OB SSE: N.T.S. DING. Er: JK CHK. BY- LFS DRAWING NO.: FL -10975.2 SHEET 6 OF 14 I Ir C C N NOTE: 1. Sidelite ass'y fastener. 6" from each end and 6 more screws equally spaced between (8 screws total per jamb). 1-1/4" MIN. EMB. (TYP.) t D a - v 1 2 1 2 9 9 8 8 SEE NOTE 1 89 tAwsi 3 4 5qX!8)& 9 9 9 INTERIOR EXTERIOR SEE NOTE 1 .15' MIN. C -SINK 2 HORIZONTAL CROSS SECTION 7 Inswing configuration shown Outswing also approved .15' MIN. C -SINK L 7 EXTERIOR 8 10 (20 a Qo a o p a v a C A E 4 HORIZONTAL CROSS SECTION 7 Shown w/1 X sub -buck EXTERIOR " - Outswing also approved tai �i M V' EY '-� Crn rn • /�(� ♦ J j woo 111111 U N : Z o XZd Jv O U OE C 0 0 m c W CL M aam r LL e Q t'•i• E6 0 G • • • • 0 C W .60.96 ��ll 6666 • � • • 6666•• 0"Q0 ��• 6.99.6 C� �U6 • • J N • �6•• i •=(n� E =0 ~• Q U ~ W 0 om o G-- 0 Q ti DATA 6 25/08 SCAB: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: 1-1 /4" MIN. FL -10975.2 EMB. PP.) sHm 7 OF 14 D D — i 21 O � 0 2 7 IL D D SEE NOTE 1 89 tAwsi 3 4 5qX!8)& 9 9 9 INTERIOR EXTERIOR SEE NOTE 1 .15' MIN. C -SINK 2 HORIZONTAL CROSS SECTION 7 Inswing configuration shown Outswing also approved .15' MIN. C -SINK L 7 EXTERIOR 8 10 (20 a Qo a o p a v a C A E 4 HORIZONTAL CROSS SECTION 7 Shown w/1 X sub -buck EXTERIOR " - Outswing also approved tai �i M V' EY '-� Crn rn • /�(� ♦ J j woo 111111 U N : Z o XZd Jv O U OE C 0 0 m c W CL M aam r LL e Q t'•i• E6 0 G • • • • 0 C W .60.96 ��ll 6666 • � • • 6666•• 0"Q0 ��• 6.99.6 C� �U6 • • J N • �6•• i •=(n� E =0 ~• Q U ~ W 0 om o G-- 0 Q ti DATA 6 25/08 SCAB: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: 1-1 /4" MIN. FL -10975.2 EMB. PP.) sHm 7 OF 14 CVTCDI/\D W t hl�DL � z Z a: CDU configuration shown so approved �3� VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION $ Shown w/1 X sub -buck t/5 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements v • •• • W • solve 904-0 e•olv•• •• 00 ••90•• • e • 60 U.) N .. ..7 z ���lll 11111 \, V V LLI Li v • •• • W • solve 904-0 e•olv•• •• 00 ••90•• • e • U.) N (f) U LLI Li OO 1� I > > In N ^ I ^ ^ W NOj -4 I � p ^ N i M N ^ Z t DAM 6125108 ` SCALE: N.T.S. ` DWG. ar: JK n CHK BY: LFS DRAWING NO.: t C FL -10975.2 r SHEET 8 OF 14 E Fil SEE NOTE 1 (89 v e e v v. a a a ° SEE NOTE 1 (89 v e e a a ° ° v a EXTERIOR11- INTERIOR 1 VERTICAL CROSS SECTION 9 Outswing configuration shown Inswing also approved SEE NOTE 1 EXTERIOR EXTERIOR NOTE: 1. Sidelite asst' fastener: 3" from each end and O.C. (TYP.) line. SEE NOTE 1 INTERIOR 2 VERTICAL CROSS SECTION 9 Shown w/1X sub -buck EXTERIOR SEE NOTE 1 R�9 4 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 9 Outswing confirguration 9 Inswing configuration • tIN o I P DATE. 6/25/08 SCALL N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -10975.2 SHEET 9 of 14 Y T u MASONRY OPENING 2X BUCK BUCK ANCHORING CONCRETE ANCHOR NOTES: I . Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. O.C. (TYP.)" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. O.C. (TYP.)" dimension are not exceeded. 3. Concrete anchor table: ANCHOR.: ANCHOR MIN.:: .: MIN` CLEARANCE` MIN; CLEARANCE TYPE: SIZE ` EMBEDMENT: TO MASONRY. TO ADJACENT: -:.: ... EDGE Q ITW ® 1/4e LAn 4" TAPCON v 0 X Z Q Ern Z m ci 0Li ELCO ® 1/4n c• p • 4n ULTRACON V .. o • tI • OO DATE: 6/25/08 SME N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING No.: FL -10975.2 sHEU 10 of 14 '• Ii. a LL Z U .` M •�5`� Q > m M _M M�Z O U N •• v 0 X Z Q Ern Z m ci 0Li a.N� m lidm c• p • E V .. o • tI • SCS '� J 4i •& • m lJ• � g.. Y Z Uc) wa m w m m¢ O O o OO DATE: 6/25/08 SME N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING No.: FL -10975.2 sHEU 10 of 14 C J Z W o a_ a' O o ~ 0 w w Q rn z z C14 0Z c„n-O �-- I.- HINGE JAMB MASONRY OPENING FRAME L TYP. AT HEAD AND JAMB TYP. 2X BUCK _ F D TYP. Q SILL TYP. — SIDELITE FRAME ANCHORING Masonry 2X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN MIN :CLEARANCE:.. MIN.. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR .. . . ............ ITW ® 1/4!1 1-1/4!' 2" 4" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, 8. 1" o.c. spacing of wood screws to prevent the splitting of wood. U --I 6" f -- LATCH & DEADBOLT DETAIL LU Z ce LLO< 0000 M Q --i Ln STRIKE JAMB HINGE DETAIL Inswing HINGE DETAIL Outswing DATE 6/25/08 scAm- N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -10975.2 sHM 11 of 14 • g w OLL. z WOa o O 0 0 w � w � ?z `"ZLO j�: I— HINGE JAMB 3" T' _ J MASONRY TYP. HEAD & OPENING JAMBS FRAME 1 X BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: 12 TYP. D TYP. SIDELITE ANCHOR ANCHOR MIN MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT EMBEDMENT TYPE SIZE EDGE: ANCHOR :... ITW ® 1/4n 1-1/4" 2„ 4" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1 " end distance, & 1 " o.c. spacing of wood screws to prevent the splitting of wood. --- 6' I -- INSWING FRAME ANCHORING Masonry I X buck construction LATCH & DEADBOLT DETAIL En Ui STRIKE JAMB HINGE DETAIL Outswing HINGE DETAIL Inswing fit V/,, zi iptJ�UrMi 41 Q orn "q CO M o �;z U N i t9 xZQ 0, Z 0 L U 0 C W oa It In n: a °a° ! 04 •• » C It • U tz W O to N O �O U Lu oo� (L al » Ix DATE: 6/25/08 SME N.T.S. DWG. BY: JK CHK. Br: LFS DRAWING NO.: FL -10975.2 sHmT 12 OF 14 ". m r� o . U >- Qo 2• 0 a m o Q O U_ a a U tz W O to N O �O U Lu oo� (L al » Ix DATE: 6/25/08 SME N.T.S. DWG. BY: JK CHK. Br: LFS DRAWING NO.: FL -10975.2 sHmT 12 OF 14 .. 5.75' 18 OUTSWING THRESHOLD With thermal break sill 4.56" 2.36' f 31 OUTSWING THRESHOLD Coastal 4.56' 37 OUTSWING THRESHOLD 5.75' LQ 14 OUTSWING THRESHOLD Self adjusting v 5.83' 5.83" — 2.37' LQ 15 OUTSWING THRESHOLD Composite sill Full substrate �1-1-)-INSWING THRESHOLD Adjustable with Standard substrate 34 OUTSWING THRESHOLD Hardwood sill Standard substrate 38 INSWING THRESHOLD Adjustable with Full substrate 5.83" —�j 5.83' 2.37' � 1.68".....,, I LO 4.56' OUTSWING THRESHOLD 16 Composite sill Standard substrate N C) 2.36' 8(�)HEAD & SID EE Jamb 36 INSWING THRESHOLD Fixed with Standard substrate C) 2.115' o L o 87 OUTSWING SIDEWE Spacer 2.19" 01 V- 86 INSWING SIDEUIE Adapter U m DATE: 6/25/Ub SCAU- N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -10975.2 II SHEET 13 OF 14' M w NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.42) O: o a 0 �, '• 0000 :,�i�' ' •�K PQ V 0000.. 0000.. .000 . 0000 ...... 0. 0. 000000 00 0 . •��- a, �C%J-ciM C •�� LL. m < °0M j > t0 0 U N�Z v v U xzEm Z 4 �a r0 m 0 c W m aOz- m E:e*2 .0000 0. �tai • 0000 ❑ �a BILL OF MATERIALS 0000. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (FIBER CLASSIC) FIBERGLASS B 2X BUCK SG >= 0.55 WOOD 51 FIBER CLASSIC DOOR SKIN .065" MINIMUM THK. FIBERGLASS FIBERGLASS C MAX. 1 /4" SHIM SPACE WOOD 52 TOP RAIL COMP. D I 1/4!'X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 54 1 HINGE STILE LVL/WOOD E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL COMP. 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 LOCK STILE LVL/WOOD F 1 /4" X 1-3/4" PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT) FIBERGLASS H 1/4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN .090" MINIMUM THK. FIBERGLASS FIBERGLASS I 1/4!'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD K #8 X 2-1 /2" PFH WOOD SCREW STEEL 65 BOTTOM RAIL COMP. L # 10 X 2-1 /2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 67 LOCK STILE LVL/WOOD 1 EXTERIOR LITE FRAME ALUM. 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT RUSTIC) FIBERGLASS 2 INTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN .090" MINIMUM THK. FIBERGLASS FIBERGLASS 3 LITE FRAME TRIM PVC 72 TOP RAIL COMP. 4 #10 X 1-1/2" PFH SM SCREW STEEL 75 BOTTOM RAIL COMP. 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 77 HINGE AND LOCK STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 80 SIDELITE PANEL W/STEEL REINFORCEMENT FIBERGLASS 9 4" X 4" HINGE .097TH K. STEEL 81 SIDELITE SKIN .065" MINIMUM THK. FIBERGLASS FIBERGLASS 10 #10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 82 TOP RAIL COMP. 12 #10 X 2" PFH WOOD SCREW STEEL 84 ISTILE WOOD 14 THRESHOLD OUTSWING - SELF ADJUST ALUM./COMP. 85 BOTTOM RAIL COMP. 15 THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL ALUM./COMP. 86 INSWING SIDELITE ADAPTER PVC 16 THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL ALUM./COMP. 87 OUTSWING SIDELITE SPACER PVC 17 PASSAGE LOCK - KWIKSET SIGNATURE SERIES STEEL 88 2X MULLION REINFORCEMENT SG >= 0.42 WOOD 18 THRESHOLD OUTSWING 5-3/4" THERMAL BREAK SILL ALUM./WOOD 89 1 #9 X 2-1 /2" PFH WOOD SCREW STEEL 19 HEADER JAMB SG >= 0.55 WOOD 20 SIDE JAMB SG >= 0.55 WOOD 21 KWIKSET DEADBOLT (SIGNATURE SERIES 980) STEEL 27 LATCH STRIKE PLATE STEEL 30 SECURITY STRIKE PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 33 INSWING ADJUSTABLE THRESHOLD - ALUM./COMP. 34 OUTSWING THRESHOLD- 5-3/4" HARDWOOD SILL ALUM./WOOD 35 7/16" X 1/2" STAPLE STEEL 36 INSWING THRESHOLD- FIXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUM./COMP. 38 INSWING ADJUSTABLE THRESHOLD- FULL SUBSTRATE ALUM./COMP. 39 1 PANEL REINFORCEMENT 0.023" THK. STEEL 40 FIBERGLASS DOOR PANEL W STEEL REINFORCEMENT SMOOTH STAR FIBERGLASS 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 DOOR PANEL CORE FOAMED POLYURETHANE 47 LOCK STILE LVL/WOOD 48 ITOP RAIL COMP. 49 1 SMOOTHSTAR DOOR SKIN .070" MINIMUM THK. FIBERGLASS FIBERGLASS NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.42) O: o a 0 �, '• 0000 :,�i�' ' •�K PQ V 0000.. 0000.. .000 . 0000 ...... 0. 0. 000000 00 0 . •��- a, �C%J-ciM C •�� LL. m < °0M j > t0 0 U N�Z v v U xzEm Z 4 �a r0 m 0 c W m aOz- m E:e*2 .0000 0. �tai • 0000 ❑ �a �% lw� t 00 a cL DAT: 6/25/08 SCALL N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL -10975.2 sHmT 14 of 14 0000. «�Q .' . m ... .4 D+vr m w w ar � O co D co O o CL � a a �% lw� t 00 a cL DAT: 6/25/08 SCALL N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL -10975.2 sHmT 14 of 14 I 1W U''S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: LORETTA CIRALDO & LIZA ROSE CIRALDO A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: 501 N.E. 92 ST. City State ZIP Code • • • • MIAMI SHORES Florida 33138' • • • • • "•"' A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) ' LOT 10 AND THE WEST 1/2 OF LOT 11, BLOCK 57. •••;*• �••••� 0000 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL • • • 0000. • • • • • •'.; A5. Latitude/Longitude: Lat. N25°51'36.10" Long. W80°11'12.97" Horizontal Datum:' ©'NRD 1927• • "x •NAD 1983 • .. .. —.. A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance• • • • ' • A7. Building Diagram Number 8 • • • • • • 0000.. 0 • . .0000. A8. For a building with a crawlspace or enclosure(s): • • • *000 ' • • a) Square footage of crawlspace or enclosure(s) 1414.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 15 c) Total net area of flood openings in A8.b 1920.00 sq in d) Engineered flood openings? ❑ Yes ❑x No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile x❑ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ' ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPnRTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 501 N.E. 92 ST. City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N -603-R Vertical Datum: NGVD 1929 0000 • Indicate elevation datum used for the elevations in items a) through h) below. • ""• • • . ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: • Datum used for building elevations must be the same as that used for the BFE. ' �gDpck the measuwment:Ab!I*: a) Top of bottom floor (including basement, crawlspace, or enclosure floor) feet.. []:meters• • • • 0000• b) Top of the next higher floor 123: • • ® feet"[.meters 00 .. 000 .000.0 c) Bottom of the lowest horizontal structural member (V Zones only) feet 0 meters • d) Attached garage (top of slab) N/A • ® feet .. .meters0000.. e) Lowest elevation of machinery or equipment servicing the building ' ' • • • • • • % • • • • Describe 10.11' feet E]•meters ( type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.20 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.50 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including feet x structural support N/A ❑ ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number ADIS N NUNEZ 5924 #5924 Title REG. LAND SURVEYOR /16/:17 Company Name BLANCO SURVEYORS INC t> ` (-i., a I Address 555 N ?"0 E DR City State ZIP Code MIA41BE H Florida 33141 Sign ur Date Telephone Ext. 05-03-2017 (305) 865-1200 Copy all pages of this Elevation Certificate find all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) LATITUDE AND LONGITUDE OBTAINED USING A GARMIN DEVICE. C2.e) A/C ELEVATION. CROWN OF THE ROAD ELEVATION: 10.20' ON CENTERLINE ON CENTER OF ROAD. BM# N -603-R LOCATOR: 3250 SW ELEV: 8.11' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 Donald Hodaett , P.E. 5901 S.W. 74" STREET -SUITE 405 -SOUTH MIAMI, FL 33143 305-663-8885 (FAX) 305-663-9841 COMPUTATIONS FOR Ciraldo & Batt �•••': "':" :'::. ������ '�• • Wind Pressures ��"'� .... .... ..... ...... .... ..... .... .... ...... . . . . ...... Designed to meet the requirements of the FSBC 2014 Ed. \����1111111 `\\ ypD i ybbbONODGETTS, P.E. #18553 =Q�o —2; • F ;Z_ /ESS -DONALD HODGETTS, P.E_ SOB: CONSULTI NG ENG I NEER SCOPE: 5901 S -W. 74th STREET, SUITE 405 SOUTH MIAMI, FL 33143 NUMBER: TEL.: (305) 663-8885• FAX: (305) 663-9841 DSNGR: 1 I �� P ! , ! i ( ! 1 I I • J 1•7 • fi I I R P !I rr'_ I I I J ! t ' II f J { • V • ! � { f it j I� �� I f ' II.+! ! •••.••' I i Ir I I r , , F I�I r i f PAGE: DATE: i? iII l I I •••• • I� � ! •� [ !t ! f i 11 ! I I !• 11 0000 0000 ••i•••�I E 1 �� i I ••I•• f 0000 f. II ! i , Ili i� [. I � , ....:; • i ; I {I 1 �! � 1 t F I , I 1 I 11 • , � � � f I•• I I � l � { , ' � I r, j I i • j • ! � (I I I I �. {1I { 41 Ifi{IJ ii i �I •• Y• { ••• • P t x I I I I , � a �I , I { j ,� � � I ► � ! ? i J { (� / ' 1 N�DGE �� i I U a a' � \ d,; NSE •:, � t ! 1 1 j 1 O 0 FL. I \ I / \ /Q i MtIII0 ,DONALD HODGETTS, RE. 0 0 N S U L T I N G E N G I N E E R 5901 S.W. 74th STREET, SUITE 405 SOUTH MIAMI, FL 33143 TEL: (305) 663-8885 • FAX: (305) 663-9641 1 1 *17 Ll 151 vx� I JOB: C/fC_'Af_-ozs PAGE: SCOPE: NUMBER: 7- DSNGR: DATE: !, ! flljlilr ' 1.11 I �;II_ H!44 <DL j T-1-771 1-1 it AAA 74S � 1A1.: 1 1 ' — 1lIl 11 ti Mill Ll HJ 'j lilt t 1i �J 111 Ii I . �..j j t ; 1 1 1 1 I'1II l l, it i_c it H11:iH i iHHi I i '.i I .; l 1- I i 1 1 1 I I, j l,,,.j i .I t I !' 1 li,tll it � {,I, !0 t +}L.L. 1. lei 1 46 I* I i I. _t I t IjII_ t rzill. lit; t iflil I. 1 77 <DL j T-1-771 1-1 it AAA 74S � 1A1.: 1 1 ' — 1lIl 11 ti Mill Ll HJ 'j lilt t 1i �J 111 Ii I . �..j j t ; 1 1 1 1 I'1II l l, it i_c it H11:iH i iHHi I i '.i I .; l 1- I i 1 1 1 I I, j l,,,.j i .I t I !' 1 li,tll it � {,I, !0 t +}L.L. 1. lei 1 46 I* I i I. _t I t IjII_ Project Name: Ciraldo & Batt Location: By: DWH Start Date: 4/05/2017 Comments: CAUsers\User\DocumentsWSCE 7-10.wls Ciraldo & Batt April 5, 2017 Local Information ASCE7-10 Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None WLS4 -- [1.11] Copyright© 2020 SDG, Inc. Page 1 of 11 0000 . . 000. 000000 ..000 0000 0 . 0 0000.. .. . 0000.. 00000 ' Optional Factors 0000.. 0000 0000 0000 0000. This 0000" 0000 .. 0000' project uses load combinations 0000 0000 0000.. from ASCE 7. •••••• • . 0 . . 6000.0 0000.. . . 000000 00 . 000 . 0 0 00 WLS4 -- [1.11] Copyright© 2020 SDG, Inc. Page 1 of 11 Ciraldo &Batt - April 5, 2017 ------------ - Section - Main Section ASCE7-10 Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 46.75 2.0 2 26.17 2.0 _ 3 46.75 2.0w2 Top 4 26.17 2.0 : _..._.0 Eave Height: 11 ft w, A B . ws •••• Parapet Height: 0 ft . . ' ' .... ...... ' Parapet Enclosure: Solid D w4 • •:•• • Roof Shape: Hipped Front ••• N ht Roof Slope(:12) ..... .... 0000 . 0000' A&B 3.5 A . • ..... C&D 3.5 w� w4 ws ••w •.w� : z • WLS4 -- [1.11 ] Copyright 0 2020 SDG, Inc. Page 2 of 11 D Ciraldo & Batt April 5, 2017 Composite Drawing ASCE7-10 2 G WLS4 -- [1.11] Copyright© 2020 SDG, Inc, Page 3 of 11 Y • • •••• •• •• ••••• •••••• •••• ••••• • • 1 WLS4 -- [1.11] Copyright© 2020 SDG, Inc, Page 3 of 11 Ciraldo & Batt April 5, 2017 Components and Cladding put In ASCE7-10 Component Description I Wall/Roof Surface Label Zone Span(ft) Width(ft) Are Roof 10 Roof A (All) 10 Roof 20 Roof A (All) 20 Roof 35 Roof A (All) 35 Roof 50 Roof A (All) 50 Roof 100 Roof A (All) 100 Roof 200 Roof A (All) 200 Roof 500 Roof A (All) 500 Wall 10 Wall 1 (All) 10 Wall 20 Wall 1 (All) 20 Wall 35 Wall 1 (All) 35 Wall 50 Wall 1 (All) 50 Wall 100 Wall 1 (All) 100 Wall 200 Wall 1 (All) 200 Wall 500 Wall 1 (All) 500 pARAPET Parapet 1 (All) 10 WLS4 -- [1.11 ] Copyright 0 2020 SDG, Inc. Page 4 of 11 ...... ...... WLS4 -- [1.11 ] Copyright 0 2020 SDG, Inc. Page 4 of 11 Ciraldo &Batt April 5, 2017 Components and Cladding Output ASCE?-10 Component Description Surface Zone z(ft) I o(osfl GCn '" rrn, 24.9 Roof 10 A 1 12.9 56.6 0.50 0.18 28.3 18.1 56.6 -0.87 -49.2 -59.4 38.5 12.9 56.6 -0.90 0.00 -50.9 -61.1 -40.8 12.9 56.6 0.00 0 0.0 56.6 2 12.9 56.6 0.50 0.18 28.3 18.1 38.5 12.9 56.6 -1.70 -1.55 -96.2 -106.4 -86.0 12.9 56.6 -2.20 0 -124.5 56.6 3 12.9 56.6 0.50 0.18 28.3 18.1 38.5 12.9 56.6 -1.70 0.44 -96.2 -106.4 -86.0 12.9 56.6 -2.20 0 -124.5 56.6 Roof 20 A 1 12.9 56.6 0.44 0.18 24.9 14.7 35.1 12.9 56.6 -0.87 -49.2 -59.4 -39.1 12.9 56.6 0.00 0 0.0 2 12.9 56.6 0.44 0.18 24.9 14.7 35.1 12.9 56.6 -1.55 -87.7 -97.9 -77.5 12.9 56.6 -2.20 0 -124.5 3 12.9 56.6 0.44 0.18 24.9 14.7 12.9 56.6 -1.55 -87.7 -97.9: • 12.9 56.6 -2.20 0 -124.5 ...... •• Roof 35 A 1 12.9 56.6 0.39 0.18 22.1 11.9 32.3- 12.9 56.6 -0.85 -48.1 -58.3 • • • • ; --nel . 12.9 56.6 0.00 0 0.0 00:0 2 12.9 56.6 0.39 0.18 22.1 11.9 ;: NX. 12.9 56.6 -1.43 -80.9 -91.1• 12.9 56.6 -2.20 0 -124.5 ? 3 12.9 56.6 0.39 0.18 22.1 11.9 32.3 12.9 56.6 -1.43 -80.9 -91.1 -70.7 12.9 56.6 -2.20 0 -124.5 Roof 50 A 1 12.9 56.6 0.36 0.18 20.4 10.2 30.6 12.9 56.6 -0.83 -47.0 -57.2 -36.8 12.9 56.6 0.00 0 0.0 2 12.9 56.6 0.36 0.18 20.4 10.2 30.6 12.9 56.6 -1.35 -76.4 -86.6 -66.2 12.9 56.6 -2.20 0 -124.5 (psf) ...00 WLS4 -- [1.11 ] Copyright© 2020 SDG, Inc. Page 5 of 11 Ciraldo & Batt April 5, 2017 Components and CladdingOutput ASCE7-10 112.9 156.6 -2.20 0 -124 5 Component Description Surface Zone z(ft) Roof q(psf) GCp GCpi ExtPres(psf) Net w/ (p +GCp i s Net w/ -GCpi s p (p fl 50 A 3 12.9 56.6 0.36 0.18 20.4 10.2 30.6 12.9 56.6 -1.35 2 -76.4 -86.6 -66.2 12.9 56.6 -2.20 0 -124.5 Roof 100 Roof 200 Roof 500 Wall 10 A 1 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -0.80 45.3 12.9 56.6 0.00 0 0.0 2 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -1.20 -67.9 12.9 56.6 -2.20 0 -124.5 3 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -1.20 -67.9 12.9 56.6 -2.20 0 -124.5 A 1 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -0.80 -45.3 12.9 56.6 0.00 0 0.0 2 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -1.20 -67.9 12.9 56.6 -2.20 0 -124.5 3 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -1.20 -67.9 12.9 56.6 -2.20 0 -124.5 A 1 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -0.80 -45.3 12.9 56.6 0.00 0 0.0 2 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -1.20 -67.9 12.9 56.6 -2.20 0 -124.5 3 12.9 56.6 0.30 0.18 17.0 12.9 56.6 -1.20 -67.9 12.9 56.6 -2.20 0 -124.5 1 4 12.9 56.6 1.00 0.18 56.6 6.8 -55.5 6.8 -78.1 6.8 -78.1 6.8 -55.5 6.8 0000.. -78.1 •••�•• 0000 0000 6.8 0000.. -78.1 • • " 0000.. 6.8 -55.5 6.8 -78.1 6.8 -78.1 46.4 27.2 -35.1 27.2 -57.7 27.2 -57.7 27.2 •' 35.''1. 0000 •27.2 -5� 7 2.1.2• 0000 -57 J 0000.. 27.2' .: -35.1 27.2 -57.7 27.2 -57.7 Mfl 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0 0 0 0 . . 000004 WLS4 - [1.11 ] Copyright © 2020 SDG, Inc. Page 6 of 11 Ciraldo &Batt - April 5, 2017 Components and Cladding Output ASCE7-10 Component Description Surface Zone z(ft) q(psf)I GCp I GCpi I ExtPres(psf) Net w/ +GC i (pso Net 10 4 12.9 56.6 -1.10 0.18 -62.3 -72.4 w/ -GC pi (psiWall 5 12.9 56.6 1.00 56.6 46.4 -52.1 66.8 12.9 56.6 -1.40 -79.2 -89.4 -69.1 Wall 20 1 4 12.9 56.6 0.95 0.18 53.8 43.6 64.0 12.9 56.6 -1.05 -59.4 -69.6 -49.2 5 12.9 56.6 0.95 53.8 43.6 64.0 12.9 56.6 -1.29 -73.0 -83.2 -62.8 Wall 35 1 4 12.9 56.6 0.90 0.18 50.9 40.8 61.1 12.9 56.6 -1.00 -56.6 -66.8 -46.4 5 12.9 56.6 0.90 50.9 40.8 61.1 12.9 56.6 -1.21 -68.5 -78.7 -58.3 Wall 50 1 4 12.9 56.6 0.88 0.18 49.8 39.6 60.0 12.9 56.6 -0.98 -55.5 -65.7 -45.3 5 12.9 56.6 0.88 49.8 39.6 • Mo 12.9 56.6 -1.15 -65.1 -75.3 ;5 • • �' Wall 100 1 4 12.9 56.6 0.82 0.18 46.4 36.2 ...... .. . ...... :••••� 56.b 12.9 56.6 -0.92 -52.1 -62.3 • -x.1.9• ..�..• 5 12.9 56.6 0.82 46.4 36.2 .... ...... fig• • •"" 12.9 56.6 -1.05 -59.4 -69.6 •••"� zoo .2 •••s'� Wall 200 1 4 12.9 56.6 0.77 0.18 43.6 33.4• • • • • • • • '53.8 :.... ; 12.9 56.6 -0.87 -49.2 -59.4 • � 39.1.: • , 5 12.9 56.6 0.77 43.6 33.4 53.8 12.9 56.6 -0.94 -53.2 -63.4 -43.0 Wall 500 1 4 12.9 56.6 0.70 0.18 39.6 29.4 49.8 12.9 56.6 -0.80 -45.3 -55.5 -35.1 5 12.9 56.6 0.70 39.6 29.4 49.8 12.9 56.6 -0.80 -45.3 -55.5 -35.1 WLS4 -- [1.11] Copyright © 2020 SDG, Inc. Page 7 of 11 Ciraldo & Batt April 5, 2017 MWFRS Net Pressures ASCE7-10 This data was calculated using the building of all heights method. Wind Direction 1 56.6 0.88 -0.90 0.18 -44.8 # Surface 17 (ft) q (psf) G Cp GCpi Ext Pres 1 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 Overhang Top 12.9 56.6 -0.13 0 -6.5 -9.0 12.9 56.6 -0.62 -30.9 Overhang Bot 11.0 56.6 0.80 39.8 2 Side Wall 12.9 56.6 0.88 -0.70 0.18 -34.9 3 Leeward Wall 12.9 56.6 0.88 -0.50 0.18 -24.9 4 Side Wall 12.9 56.6 0.88 -0.70 0.18 -34.9 A Windward Roof 12.9 56.6 0.88 -0.13 0.18 -6.5 12.9 56.6 -0.62 -30.9 B Leeward Roof 12.9 56.6 0.88 -0.53 0.18 -26.4 C&D Roof 0 to 6.5 * 56.6 0.88 -0.90 0.18 -44.8 6.5 to 12.9 * 56.6 -0.90 -44.8 12.9 to 25.8 * 56.6 -0.50 -24.9 25.8 to 26.2 * 56.6 -0.30 -14.9 0 to 26.2 * 56.6 -0.18 -9.0 Net w/ +GCpi (psf) Net w/ -GCpi (psf) 29.7 50.0 -45.1 -35.1 -45.1 -16.7 -41.1 -36.6 -55.0 -55.0 -35.1 -25.1 -19.2 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. -24.7 -14.7 -24.7 3.7 -20.7 WLS4 -- [1.11] Copyright 0 2020 SDG, Inc. Page 8 of 11 Ciraldo & Batt April 5, 2017 MWFRS Net Pressures ASCE7-10 This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) 1 Side Wall 12.9 2 Windward Wall 11.0 Overhang Top 12.9 0.03 0 12.9 Overhang Bot 11.0 3 Side Wall 12.9 4 Leeward Wall 12.9 C Windward Roof 12.9 12.9 D Leeward Roof 12.9 q (psf) I G I Cp I GCpi Ext Pres (psf) Net w/ +GCpi fosfl Net w/ GCpi 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 56.6 0.80 40.3 56.6 0.03 0 1.5 56.6 -0.47 -23.7 56.6 0.80 40.3 56.6 0.89 -0.70 0.18 -35.3 56.6 0.89 -0.34 0.18 -17.1 56.6 0.89 0.03 0.18 1.5 56.6 -0.47 -23.7 56.6 0.89 -0.53 0.18 -26.7 A&B Roof 0 to 6.5 * 56.6 0.89 -0.90 0.18 -45.3 6.5 to 12.9 * 56.6 -0.90 -45.3 12.9 to 25.8 * 56.6 -0.50 -25.2 25.8 to 46.8 * 56.6 -0.30 -15.1 0 to 46.8 * 56.6 -0.18 -9.1 30.1 -45.4 -27.3 -8.7 -33.9 -36.9 -55.5 -55.5 -35.4 -25.3 -19.3 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. 50.5 -25.1 • 11.7 -13.5 WLS4 -- [1.11] Copyright© 2020 SDG, Inc. Page 9 of 11 Ciraldo & Batt April 5, 2017 MWFRS Net Pressures ASCE7-10 This data was calculated using the building of all heights method. # 1 Wind Direction 3 Surface z (ft) Leeward Wall 12.9 q (psf) G CID I GCpi I Ext Pres (psf)j Net w/ +GCpi (psf) Net w/ -GCpi (psf) 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 2 Side Wall 12.9 56.6 -0.70 -34.9 -45.1 -24.7 3 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 Overhang Top 12.9 56.6 -0.13 0 -6.5 50.0 12.9 56.6 -0.62 -30.9 Overhang Bot 11.0 56.6 0.80 39.8 4 Side Wall 12.9 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 B Windward Roof 12.9• 56.6 0.88 -0.13 0.18 -6.5 -16.7 • • 3.1::::' 12.9 56.6 -0.62 -30.9 -41.1 • • .7.... -20.`7 :': .... .. A Leeward Roof 12.9 56.6 0.88 -0.53 0.18 -26.4 -36.6 •""." -16'2. ; " • : C&D Roof 0 to 6.5 * 56.6 0.88 -0.90 0.18 -44.8 -55.0 • • • • • • _346..' 6.5 to 12.9 * 56.6 -0.90 -44.8 -55.0 • • -34.60 • • • • 12.9 to 25.8 * 56.6 -0.50 -24.9 -35.1 . • " ' 25.8 to 26.2 * 56.6 -0.30 -14.9 -25.1 •"• -4.8 "'• 0 to 26.2 * 56.6 -0.18 -9.0-19.2 9.2 1.2 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases * Distance from windward edge. WLS4 -- [1.11] Copyright 0 2020 SDG, Inc. Page 10 of 11 Ciraldo & Batt April 5, 2017 MWFRS Net Pressures ASCE7-10 This data was calculated using the building of all heights method. This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases * Distance from windward edge. WLS4 - [1.11] Copyright© 2020 SDG, Inc. Page 11 of 11 Wind Direction 4 # 1 Surface Side Wall z (ft) q (psf) I G CID I GCpi I Ext Pres (pst)l Net w/ +GCp i (psfl Net -GCpi (psf) 12.9 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.11 2 Leeward Wall 12.9 56.6 -0.34 -17.1 -27.3 -6.9 3 Side Wall 12.9 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 4 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 Overhang Top 12.9 56.6 0.03 0 1.5 50.5 12.9 56.6 -0.47 -23.7 Overhang Bot 11.0 56.6 0.80 40.3 D Windward Roof 12.9 56.6 0.89 0.03 0.18 1.5"" -8.7 11'7...` 12.9 56.6 -0.47 -23.7 -33.9 � �.� " -1 5; • .... GeoVe C Leeward Roof 12.9 56.6 0.89 -0.53 0.18 -26.7 -36.9 • • • • • • :... .....0 -195. A&B Roof 0 to 6.5 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 •.'..' "" 6.5 to 12.9 * 56.6 -0.90 -45.3 -55.5 : ":'; -35.10 .... 12.9 to 25.8 * 56.6 -0.50 -25.2 -35.4 •: -15.0% • • • • • • 25.8 to 46.8 * 56.6 -0.30 -15.1 -25.3 •' -44 , • •. 0 to 46.8 * 56.6 -0.18 -9.1 -19.3 1.1 �" This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases * Distance from windward edge. WLS4 - [1.11] Copyright© 2020 SDG, Inc. Page 11 of 11 NOT VALID UNLESS EMBOSSED WITH - -_SURVEYOR'-SSEAI: -- O REVISED: . 1 "=20' \fir ABBREVIATIONS- SVM=SIDEMZk:EBS ONCRETEBLOCK STRUCTURE. CLF=CHAINUNKFENCE, PL=PROPERTY UNE,DUE=DRAINAGEUTILrrY EASEMENT, IP=IRONPIPE.- .. . F=FOUND, AlG=AIR CONDITIONER PAD. P/C—PROPERTY CORNER. DM=DRILLED HOLE, WF -WOODEN FENCE, RES=RESIDENCE, CL -CLEAR, RB=REBAR, UE=UTTLrY EASEMENT. CONC=CONCRETE SLAB. RN;=RIGHT OF MAY. DE -DRAINAGE EASEMENT, CIL=CEN'T'ER UNE, O=DIAMTER, TYP=TYPICAL, I M=MEASURED. R=RECORDED, ENCR=ENCROACHMENT, COMP.=COMPUTER, ASH=ASPHALT, NID=NAIL 8 DISC. S=SET FEE=FINISH FLOOR ELEVATON, O!S=OFFSET, P/P=POWER POLE. OHP=OVERHEAO POWERLINE, VCM=VATER METER >.-VQgD FENCE= MASONRYMLE= ELEVATION BASED ON LOC. # 3250 SW CONCRETE:•'•.s•.-:•s..:•::s::••s.:.••s;,•.s •s.•:. MAINTENANCEBDRAINAGEEASEMENT= M&D.E. CBM# N -603-R ELV. 8.11- TYPE OF SURVEY. BOUNDARY SURVEY SURVEYOR'S NOTES- 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED .BY PROFESSIONAL LIABILITY INSURANCE.. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.. 5). UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICACDATUM OF 1929_ 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEYTHATMAY BE FOUND IN THE PUBLIC RECORDS OFTHIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION- 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY,AFFECTINGTHIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without writteu Consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OF-SAID AS PAGE LOCATION SKETCH SCALE: NTS N 3 FL M N.E. 5th. AVENUE tit AVENUE rJ... 0000 ) :'(P L.R _P.r AT):::::---- 0000 •t of •0.000 •••• •0 •• a0.0 •••••• • 2 • • • • 0 ASPHALT P • ..0••0 0 L • • • 040 0 0 • •• :..ply rte' PARKWAY N00°08'35"E N00°00'00"E o C 102.64'(M) 102.50'(R) �e 0 _g' J. ' CONC. SWK ; _ 1': . ;: • 'F7 O 6 W/F 60 IN �::;: ::". 15 w C1 H ::Z,,::: yy . i// . :ASPHALT :: � 36.70' � ; ; .:� ; : IV 4, C O rn -I- �J : ; •< : ; : jo3`7.0 Z0'5.5 W N v�:•; :•:,.:. O N .+ rn Ut m c);p•. 0 ro O O:Oz:, C p POOL P J: 0 G N °� J :m ro: p .. C]: ;'•;.:')�, .,. R•,. ,, N z w y m 26.00' 22 :• W — 24.70' — �1'3,ZQ' — — — — *4 N o J ul :co 24.70' POO : :: W W ��. y 40.10' O°C J �: royy. w 22' C� '10 I m .1 .''• j0 w •: ;j;:;:::•;• 'ai'. 6'W/F J 20 IN::: :,• 37.50' : w:r 127.50'(R&M) S00°001001W o o 5 - �? NOT VALID UNLESS EMBOSSED WITH - -_SURVEYOR'-SSEAI: -- O REVISED: . 1 "=20' \fir ABBREVIATIONS- SVM=SIDEMZk:EBS ONCRETEBLOCK STRUCTURE. CLF=CHAINUNKFENCE, PL=PROPERTY UNE,DUE=DRAINAGEUTILrrY EASEMENT, IP=IRONPIPE.- .. . F=FOUND, AlG=AIR CONDITIONER PAD. P/C—PROPERTY CORNER. DM=DRILLED HOLE, WF -WOODEN FENCE, RES=RESIDENCE, CL -CLEAR, RB=REBAR, UE=UTTLrY EASEMENT. CONC=CONCRETE SLAB. RN;=RIGHT OF MAY. DE -DRAINAGE EASEMENT, CIL=CEN'T'ER UNE, O=DIAMTER, TYP=TYPICAL, I M=MEASURED. R=RECORDED, ENCR=ENCROACHMENT, COMP.=COMPUTER, ASH=ASPHALT, NID=NAIL 8 DISC. S=SET FEE=FINISH FLOOR ELEVATON, O!S=OFFSET, P/P=POWER POLE. OHP=OVERHEAO POWERLINE, VCM=VATER METER >.-VQgD FENCE= MASONRYMLE= ELEVATION BASED ON LOC. # 3250 SW CONCRETE:•'•.s•.-:•s..:•::s::••s.:.••s;,•.s •s.•:. MAINTENANCEBDRAINAGEEASEMENT= M&D.E. CBM# N -603-R ELV. 8.11- TYPE OF SURVEY. BOUNDARY SURVEY SURVEYOR'S NOTES- 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED .BY PROFESSIONAL LIABILITY INSURANCE.. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.. 5). UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICACDATUM OF 1929_ 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEYTHATMAY BE FOUND IN THE PUBLIC RECORDS OFTHIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION- 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY,AFFECTINGTHIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without writteu Consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OF-SAID AS PAGE LOCATION SKETCH SCALE: NTS N 3 FL M N.E. 5th. AVENUE Property Address: 501 N.E. 92nd St., Miami Shores, FL. 33138. Legal Description: Lot 10 and the West Y of Lot 11, Block 57, MIAMI SHORES SECTION 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. I HEREBY CERTIFY That the survey - represented theteon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements otherthan as shown hereon. An � ADIS N. NUNEZ. REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 - BLANGO SURVEYORS INC. Engineers - Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810 DZONE: X SUFFIX: L DATE: 9/11 _- 0306 COMMUNITY# 120652 SCALE: OWN. BY: JOB No 17 1'=20' F. 6lanco _ 17-453 - • 0000 0000 •t of •0.000 •••• •0 •• a0.0 •••••• • • • • • ..0••0 0 L • • • • 040 0 0 • •• Property Address: 501 N.E. 92nd St., Miami Shores, FL. 33138. Legal Description: Lot 10 and the West Y of Lot 11, Block 57, MIAMI SHORES SECTION 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. I HEREBY CERTIFY That the survey - represented theteon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements otherthan as shown hereon. An � ADIS N. NUNEZ. REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 - BLANGO SURVEYORS INC. Engineers - Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810 DZONE: X SUFFIX: L DATE: 9/11 _- 0306 COMMUNITY# 120652 SCALE: OWN. BY: JOB No 17 1'=20' F. 6lanco _ 17-453 RW R W Building Consultants, Inc. ..i B Consulting and Engineering Services for the Building Industry C P.O. Bos 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board ol'Professional Engineers Certificate of Authorisation No. 9813 Product Sub Category Manufacturer Product Name Category Plastpro, Inc. Smooth / Wood Grain t White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic /Mahogany Doors Assemblies Los Angeles, CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 Inswing/Outswin - "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beybMd %VII dressing or stucco. • • 0000 0000•• 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does0nottequir ,4h r4act • . resistant covering. 0 0 0.0 • • • • ' • • • • • 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product compliet iVgection 16009.1.2 of #6 • • • FBC and does not require an impact resistant covering. This product meets missile level "D" and includiM Mrid Zona ll ar. ileefined`n 0 ASTM E 1996 and Section 1609.1.2.2 of the FBC. 0000 so 00 00009 0 000•• 000090 .... 00.00 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buckmasonry constr action. 0 0 0 0.0 6. Site conditions that deviate from the details of drawing FL -15210.4 require further engineering analYsie boy a licensgd engineer %* registered architect. • 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do nqj meE9 the waWrIAfliration . • requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations prpfecZed by asoveihang V 0 0 0 canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 0.: 8. See drawing FL -15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. ETC -05-255-16776.0 ASTM D 635-98, 638-03,1929-96 & 2843-99 ETC Laboratories ASTM G 26-95 ETC -06-255-17412.0 ETC -07-209-19303.0 2. Miami -Dade NOA 14-0423.16 13-0114.05 3. Drawing No. No. FL -15210.4 4. Calculations Anchoring ASTM E 1300 Glass Load 5. Quality Assurance ASTM E 84-05 ETC Laboratories ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Materials Saflex PVB Interlayer (Eastman Chemical Company) Royal Mouldings (Ext. PVC) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Sheet 1 of 1 Signed by Lyndon F. Schmidt, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. by % r{ err? ��r Sidon F. Schmidtt,, P.E. o •fit, `e -�� tlaa tia y �,''�' Lyndon F PE Noa43409 4/24/2015 iiryrwiwa wyv IvrnI %ita1JIIII LIMP 5= FBC BUS Hot Submit •• In User '-• • ••—Surcharge- . Pu • •1 Staff SearchSite Links .• Product Approval USER: Public User see FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License FL15210-R5 Revision 2014 Approved Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scoMohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E] Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 . . .... ...... ...... .. . ...... Plastpro Inc. / Nanya PlAiics Corp. • • • •' 5200 W CENTURY BLVD....' • • • •; • • • LOS ANGELES, CA 90045 .... •••• ••••• (440) 969-9773 Ext 16•'••' �••••� '•" :' rickw@rwbldgconsultanjs.cM '. . . . % ...... .... Vivian Wright • rickw@rwbldgconsultants.com • Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scoMohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E] Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. E] Validation Checklist - Hardcopy Received Certificate of Independence FL15210_R5_COI _CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 2011 2021 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary ofProducts Year 1996 1999 1998 2003 2004 2005 1995 2005 1994 . . .0.. 0000.. 66 . . ... • Florida Licensed ProfesSibMeEnginddr or Arcliifect•• FL15210_R5_Eauiv_EgdNbTdAc)jOf Standards •; 0000 Method 1 Option D 04/24/2015 04/26/2015 04/29/2015 06/23/2015 0000.0 0000 0000. 0000 0000 0000.. 0000.. 0000.. . . .9600. .. ... . FL # Model, Number or Name Description 15210.1 a. Smooth/Wood 68 "Impact" Opaque Fiberglass Single Door - Grain/White Wood Inswing/Outswing (X - Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure FL15210 R5 AE Eval 15210.1.pdf Ratings, any additional use limitations, Created by Independent Third Party: Yes installation instructions and product particulars. 15210.2 b. Smooth/Wood 16'8 "Impact" Opaque Fiberglass Single Door Grain/White Wood with Sidelite or Sidelites - Inswing/Outswing t Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes (OX or X0; OXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.2.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.2.r)df Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.3.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports • FL15210 R5 AE Eval 15210!1,F f• ...... Created by Indepepoel ThirdLPaity: Yes 909000 .. 0 .000.0 6'8 "Impact" Glaze! ffbgrglass•Sip4e Doer - Inswing/Outswing (" • Configutatibh) •. 90.00. 0000. 90 00 0090 0000:. Installation Instrucliens :... :. 0000 ;0 FL15210_R5_II Inst 15210.4!pdf :0000: Verified By: Lyndortf. Schmidt, P.E. 43409 Created by Independent Third Paftj : Yes Evaluation Reports FL15210 R5A_Eval 15210.4.pddf Created by Independent Third Party: Yes 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.5.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.5.Ddf Created by Independent Third Party: Yes 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.6.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes t Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Evaluation Reports FL15210_R5_AE Eval 15210.6.pddf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.7.odf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; 0X0 - Configurations) . *see . . . 0000 0000.. Installation Instr+ "ons .. 0000.. FL15210 R5 II Imstoo1-5210.8.pdf Verified By: Lyndgn•F o 5chmLdt, P.jE. 43409 ' Created by Independent Third•PaM: Yeg':". Evaluation Repott$0 0: 0"". FL15210 R5 AEE Etrat15210 gam •••• Created by Indepj��ht Third Party: Yep • •; �l• .0000. 0 0 0 • 0 8'0 "Impact" Glazed Fiberglass Doable Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.9.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.9.odf Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/White Wood Outswing (X - Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.11( k. Smooth/Wood Grain/White Wood Installation Instructions FL15210 R5 II Inst 15210.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.10.odf Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 0X0 - Configurations) Installation Instructions FL15210 R5 II Inst 15210.11.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports .FL15210 R5 AE Eva[ 15210.11.IZ Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood 8'0 "Impact" Opaque Fiberglass Double Door Grain/White Wood with or without Sidelites - Outswing (XX; OXXO Grain/Rustic/Mahogany - Configurations) Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R5_II Inst 15210.12.pddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design FL15210 R5 AE v I 1 i -f �• Pressure Ratings, any additional use limitations, 000009 Created by Indeperperjt Third Ply: Yes .• installation instructions and product particulars. • • ...... .. . ...... 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 8'0 "Impact" Opaquefil�ergla�s $irlgle Door . with Surface Bolts-Outswing tX }• ."" Configuration) •••••• •••• ""' .. .. .... ...... Installation Instructions ��••.. ...... FL15210 R5 II�15210.1'3.pdf ;....; Verified By: Lyndon f. Schmidt' P.E. 43409 Created by Independent Third Pair: Yes Evaluation Reports FL15210 R5 AE Eval 15210.13.pdf Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX - Configuration) Installation Instructions FL15210 R5 II Inst 15210.14.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.14.odf Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood 8'0 "Impact" Glazed Fiberglass Single Door Grain/White Wood utilizing the WINDSERTTm an operational Grain/Rustic/Mahogany window insert - Outswing (X - Configuration) Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL15210 R5 II Inst 15210.15.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes .............� ...b 6,666,., .......... Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design FL15210_R5_AE Eval 15210.15.pdf Pressure Ratings, any additional use limitations, Created by Independent Third Party: Yes installation instructions and product particulars. RNMEW-511 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Rdyacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., pleasg•clitc. here . Product Approval Accepts: • •' • .. • � D 0 E .. . 669.9. 6666.. 6666 6666 6666 6666. 6666.. 6666 6666. 6666 6666 6666.. 6666.. 6666.. • • Y •.999• t J plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTS WING GENERAL NOTES '7MPAci' 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code J (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). LL �I 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material 0 shall be beyond wall dressing or stucco. a d 3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHT' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 77 cAi� u v rn ♦ i i TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Lite frame details and glazing details 4 Horizontal cross section 5 Vertical cross sections 6 3 -point lock details 7 3 -point lock details 8 Buck and frame anchoring 9 Components 10 Bill of materials 77 cAi� u v rn ♦ i i SWING FRAME WIDTH (D Z 3 N M Z O POSITIVE z^ ~ �.J i w XLw Y U L LL J J Q Cie .0Uj > D M 00 • SWING MAX- FRAME DESIGN PRESSURE fPSF) POSITIVE NEGATIVE, ............ c� o DIMENSION 37.50" • INSWING X +75.0 -75.0 82.00" 37.50" M OUTSWING X +75.0 -75.0 81.13" ofO See sheets 2 & 3 for hardware and lite frame design pressure limitations //, i/ �I O) ••• � i IA O;J�U M La, Pz- fZ2 's < . 2 coM O Z U 04 O0 Z Q Z 0 U LO C W NIt Maam 0C =6 =W o _'j,a U T w Q 0 DATE: 02116112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 1 OF 10 zLL) c� o •••• v,z • w M • •• •�� � N 1�r •,w• W Cl- CD ofO � • (h F- •• • I. ... O- U T w Q 0 DATE: 02116112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 1 OF 10 r 0.71 0.4!'-1 -7 z e.' d d . ♦ d !a d ♦ d. ►n ..s a ..• • .. CAP (PVC) HINGE STILE (LVL) 35.75" DOOR WIDTH � DOOR PANEL G1 INTERIOR 1 HORIZONTAL CROSS SECTION Z ARDWARE )WARE 0.4" s a CAP (PVC) LATCH STILE (LVL) HARDWARE TABLE MANUFAG74111ER MODEL-,. MAX. DESIGN PRESSURE KWIKSEf KNOB: SIGNATURE SERIES ± %S DEADBOLT: SIGNATURE SERIES (980) SCHLAGE KNOB: "F" SERIES (F51) "B" ± %S DEADBOLT: SERIES (B60/62) PAMEX LEVER: FL3B SERIES ± 7S DEADBOLT: FD7 SERIES HOPPE MULTI -POINT LOCK: 3 -POINT TONGUE ±50 W & F MULTI -POINT LOCK: TRILENNIUM "3000" SERIES ±75 See sheets 6 and 7 for multi -point lock details. FIBERGLASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) X11 1-.- TOP RAIL(COMP.)jUp ZQ I �•••••••• I ���/11 11111 O M � z -5! U N • ,d 04 Z O Z U ppOa C. d e V%� t a d a It m iL (L LL •E C • 3p V d O C W • •••� J • 26 • • • • • • • T- .. .. 0 .... o C!1 . . o EXTERIOR a • • • • • 0- •• • • .1 ,. ul 2 VERTICAL CROSS SECTION 2 U m 6 Lu 0 0 a DATE: 02116112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 2 OF 10 • 24.22' MAX. FRAME WIDTH 20.50" MAX. D.L.O. WIDTH 0 W _ Lu m:W Q O Q O < X LO C1i ,o �o �o �CL: ori 4.25' (TYP.) ODL LITE FRAME 24" MAX. FRAME WIDTH 20.75' MAX. D.L.O. WIDTH C7 � u, uj z = w :� O Q J u Q X O Q X - �o RSL LITE FRAME 12 3 5/8" GLASS BITE 13 12 LlIjSw 12) INT. 9-9LAZING DETAIL EXT. E 1-1/4" OVERALL THK. GLASS 1/8" ANNEALED GLASS 0.090" SAFLEX® PVB INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1 /2' NON -GROOVE SWI( W/ DELCHEM#80 POLYSI 1 /8" BACKFILL INT. 1 /2' GLASS BITE I" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" SAFLEX® PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1 /8" TEMPERED GLASS ALUMINUM SPACER G2 GLAZING DETAIL 3 EXT. FRAME &g. FRAME (4>�FRA�ME 16 INT. FRAME 1.06" 0 S• �� rn Z V O� M \\\ J Ol O OD M 2 U N U O Z Q Z U a Z0 m c W IL Oin O6rm m aal 4 M o cZ o' c t,i C1i 0 W 0 W 0 CL Z) DATE: 02116112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 3 OF 10 I 11 w o Wo .•ate: .cr. qz (f) g J in �. � w � .0. a wo U•... O JZq. o 0. .•... Q ... a a 0 W 0 W 0 CL Z) DATE: 02116112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 3 OF 10 I 11 r. G 1-1 /d" MIN U CO W O N V) p Z W O Z L cf) > Lo W O � H W F- O W DATE: 02116112 SCALE: N. T. S. DWG. BY: JK I CHK. BY: LFS DRAWING NO.: FL -15210.4 I SHEEP 4 OF 10 V) Z • W •• z V � M ��j �� j j m Obi •••••• ••p h O0le) °0 •In z° t_ • (n iRDm U N _`$ '..3W - m oU Epi 'AI a cg p oa Q�.�7"yYp� Fi V r� N� m a. • • LLa. Q" : • • �6 • O 41 1�L a 3`n. v 1 U CO W O N V) p Z W O Z L cf) > Lo W O � H W F- O W DATE: 02116112 SCALE: N. T. S. DWG. BY: JK I CHK. BY: LFS DRAWING NO.: FL -15210.4 I SHEEP 4 OF 10 V) Z • W •••••• ••p h �•• •In •••• • (n iRDm J '....' '..3W V) •• 'AI U .... il�. • Q�.�7"yYp� Fi V r� • O D: • • • Roo Q" : • • :o • • m � � U CO W O N V) p Z W O Z L cf) > Lo W O � H W F- O W DATE: 02116112 SCALE: N. T. S. DWG. BY: JK I CHK. BY: LFS DRAWING NO.: FL -15210.4 I SHEEP 4 OF 10 ROSS SECTION also approved ADA threshold Shown w/1 X sub -buck 3 VERTICAL CROSS SECTION 5 Outswing confirguration 4 VERTICAL CROSS SECTION 5 Inswing configuration a 0 DATE: 02116112 V) DWG. BY: JK i CHK. BY: LFS z FL -15210.4 ` c 0 ••• ON �•• Q� V)r Qpm 40 .. .•V) �.�, W .. V) of • L • 0 a 0 DATE: 02116112 SCALE: N. T. S. DWG. BY: JK i CHK. BY: LFS DRAWING NO.: FL -15210.4 ` c SHEET 5 of 10 f f 0 � r r Z ice• 1'�� � U of M > > a I ���ll * 1 •1� �``` O c O0 Z U N U X Z Q Lu Z 0 U a V C) m C W N� D atm n m aaa SU( a 2X BUCK 58 _ E `o Z �J E 0 0 0 1 X BUCK H o a o O 01 V) O 'J ••..� 0 4 23 •..t; ^o ;.. . = 2.17' �....• a Q.. 25 = 2X BUCK 58 Q 1X BUCK H '•• o +�•• • > 22 HOPPE MULTI -POINT LOCKSET ...... o 0 p e 3 Point 'longue" • • a • • • ® + . . . • 2X BUCK 58 m 1.T 1 X BUCK H 23 ® N V) O Z w O 22 0 = cn w w 6mU�O 2 w w Q1 _00 STRIKE JAMB IL L0 o W j � Q f "ch ih u �o �o vch--0 DATE: 02116112 ® SCALE: N. T. S. `_ DWG. BY: JK a CHK. BY: LFS 3 MULTI -POINT STRIKE PLATE LATCH AND DEADBOLT STRIKE PLATE a DRAWING NO.: Tongue system MANUAL RAISED TONGUE GEAR SYSTEM FL -15210.4 C SHEEP 6 OF1O i W & F Tdlennium 3000 SERIES 3 pt. Lock 60 2X BUCK 58 1 X BUCK H STRIKE JAMB DETAIL _. if y O • .J �_ U M Li ; T Z 0) i� z : • ' O1 ice' ,'•. � �� � '� � ''���� 1111.1 •� �``` O M coz U N •• Z_ o Z 8 E 0 g m c w a It m a a °j° e c 6 0 c 4i C1i a -'`a \jam U Ca O N DATE: 02116112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 7 OF 10 J • 0000 : � �� •= •• iL- N .U.. •00000 Q m .o QJ J... 0000 _] w •• � • a.. 0::::ow• •.• <0 : 00•• p • 0• :06:0: • • • • • U Ca O N DATE: 02116112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 7 OF 10 v, 00 of 3 0 .-4 N to LL r-1 0 N 0 N Ln J 3 r., MASONRY OPENING 2X BUC 4" (TYP.) BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHORLEARANCE ANCHOR AAtN. MIN. -C :MtN. CLEARANCE . TYPE $IZE EM$EDMFNF TO MASONRY :.-. TO ADJACENT: .. Z EDGf .::. _<. ANCHOR::: . ITW ® 1/4" 1-1/4" 2" 4" TAPCON .o 0�.. . ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON g mL6 ITW ® 3/16" 1-1/4" 3" 1-1/2" TAPCON 1, WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB s� SEE HINGE DETAIL (TYP.) .T.T MASONRY OPENING FRAME 2X BUCK 2X BUC IX BUC b ° _ n e _ • � < Ge ,e a LATCH d DEADBOLT DETAIL FRAME ANCHORING Masonry constnlction 1 X BUCK 2X BUCK 2X BUCK 1X BUCK 1 X BUCK 2X BUCK 6" (TYP.) `o � X a. Q v0 HINGE DETAIL Inswing �V.Ai ►` •Z� IO) i v, •Z• 0 H O 100% Z, o M �'. �•�� g "fill i •1 � ZO c °� Z U N ; v v 0x Z a Z 0 � n C0 S m Oc w ;o 0 � p O L o a . m dnL.L. M LLD O C z v C W �+ Z ••6 O • U Q HINGE JAMB I I I I 1 1 C IIIIIIto 1X BUCK 2X BUCK HINGE DETAIL Outswing DATE: 02116112 ` SCALE: N. T. S. DWG. 9Y: JK D CHK. BY: LFS DRAWING NO.: FL -15210.4 00000. • SHEET 8 OF 10 •ZO Z Q . ...... .o 0�.. . •0 0 V)0000 } 5 g mL6 �.. . • 0000 o �' S. ' 00.06• 0R }— Q 1c .. • .. .. U .... :6• • p Y • • • 0 o : Ir .0. 00 Q �.. a- (L • • • • 6• • • U Q HINGE JAMB I I I I 1 1 C IIIIIIto 1X BUCK 2X BUCK HINGE DETAIL Outswing DATE: 02116112 ` SCALE: N. T. S. DWG. 9Y: JK D CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 8 OF 10 • AE OUTSWING THRESHOLD �v DLP (QOSR) LO N 4.68" in fV ,-1 OUTSWING THRESHOLD J� DLP (QOSH) �1 OUTSWING THRESHOLD J� Endura (Z -Series) OUTSWING THRESHOLD Columbia High Dam (581) -s),;THRESHOLD Columbia (575) 4.56"LO rlt O F� 2.44"2.13" POLY FIBER JAMB Plastpro �— 4.56" 2.36" 2.7' 2 WOOD JAMB 5.63" En CD T C)�o 0.57' F–I– �o INSWING THRESHOLD �o Columbia 36 INSWING THRESHOLD Endura (Z -Series) INSWING THRESHOLD DLP (ISCS) WEATHERSTRIP Endura Force 5 4.56" 29 ADA THRESHOLD DLP OR BOTTOM SWEEP v E 0) U 0 LL C OZ M CW Na: U Z O o: U) QL 0.j Z_ 0 0 e W 6 00. m zn.e 0 w ii 0 D a DATE: 02116112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 9 OF 10 .... .• •. 00 0 . .. .. • • M o •.• W .. .•. v E 0) U 0 LL C OZ M CW Na: U Z O o: U) QL 0.j Z_ 0 0 e W 6 00. m zn.e 0 w ii 0 D a DATE: 02116112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 9 OF 10 v' '• �•••••••• '''���II •�� ~ ..... .... 0000 ...... • • . . �. . •••�j'i .� g�� 0 o �_ ```` Z o ao z° U N 04 Z m Z U $ r o °c w a N m aaU. C a Z �w o° 3'n: BILL Of MATERIALS REM � DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1/2" PFH WOOD SCREW STEEL M #8 X 1-1 /7' PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL .... ..o �,.. to D] co 0 m •.•• 0, .. • 7ITT- m M W i Q Of Q a Lo .... o 0*60 J • , , � m m 0 N co 0 0 _ Ln 'n w o � Q 0 CL w o z c 1 2 FINGER JOINTED PINE FRAME WOOD 3 EXT. FRAME (ODL) ALUM. 4 INT. FRAME (ODL) ALUM. 5 #7-19 X 1-3/4" PPH SELF -DRILLING SMS STEEL 6 # 10 X 1-3/4" PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH DATE: 02116112 SCALE: N.T.S. ` DWG. EY: JK a CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 10 OF 10 WOOD SCREW STEEL 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SILICINE (DOW 995) SILICONE 15 EXT. FRAME (BY ROYAL MOULDINGS) PVC 16 INT. FRAME (BY ROYAL MOULDINGS] PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT'TONGUF' MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 # 10 X 1-1 /2" PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL