Loading...
WS-09-2081DOOR INSTALLATION FROM CARPORT TO BACKYARD. Passed � l Inspector Comments CREATED AS REINSPECTION FOR INSP-138080. Opening must be impact resistant. NB * - /C� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 138251 Permit Number: WS -12 -09 -2081 Inspection Date: March 29, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, JUAN & SUSAN Job Address: 301 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments March 29, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 c � Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060135880 Page 1 of 1 , h6P BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) uS+n C 6,1 \ t r ■it t,- c2P.hone # ') ��- 61(0- 311L, Owner's Address 3 4 b) t Vz— ' L ""61 1aQ * 1 5J5s4,4 7c Cit Y " `�q , J le S State �C �^ L,.., Zip 13 2 ) U Tenant/Lessee Name Email •'* . ;.Csd Job Address (where the work is being done) 301 'MI... e l L vA, City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 3 a 0 (, 01 3 'Is K b Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 30 b Type of Work: ❑Addition t ❑Alteration Describe Work: - ev -tk4'l h,u id % Game.: Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 E -mail Square / Linear Footage Of Work: ®New Master Permit No. Phone # CCF $ Zip 5 3 1 pr.-pm-N Mu \ 2 2 2010 BY: Permit No. W5 P — 911 I ❑ Repair/Replace ❑ Demolition 1 'Serb 0÷ ar- r i t, CO / CC $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 4400 Technology Fee $ Bond $ • See Reverse side r , �Y****: YoY9e9e, Y4ede4edc: YoY�e�lnYoYoY*roY9eSe�Y9e9e3e9r4te9t YtkaYoY,' YFP P, C, �eeY�r�Y4e ****tY4t4e,Y9t,Y****** t � � * i*r : , , h6P BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) uS+n C 6,1 \ t r ■it t,- c2P.hone # ') ��- 61(0- 311L, Owner's Address 3 4 b) t Vz— ' L ""61 1aQ * 1 5J5s4,4 7c Cit Y " `�q , J le S State �C �^ L,.., Zip 13 2 ) U Tenant/Lessee Name Email •'* . ;.Csd Job Address (where the work is being done) 301 'MI... e l L vA, City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 3 a 0 (, 01 3 'Is K b Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 30 b Type of Work: ❑Addition t ❑Alteration Describe Work: - ev -tk4'l h,u id % Game.: Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 E -mail Square / Linear Footage Of Work: ®New Master Permit No. Phone # CCF $ Zip 5 3 1 pr.-pm-N Mu \ 2 2 2010 BY: Permit No. W5 P — 911 I ❑ Repair/Replace ❑ Demolition 1 'Serb 0÷ ar- r i t, CO / CC $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 4400 Technology Fee $ Bond $ • See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work Will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Ownef or Agent The foregoing instrument was acknowledged before me this 2 - Z day of j& A___, 20 10_, by 71.P who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: �O '% Sign: .. o . v';, • 0, • v Print: F - ° . • m 1 0,y "` My Commission Expires: !P{it6lkt� � �r C Plans Examiner Zoning Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Engineer Clerk checked NAME: OWNER BUILDER DISCLOSURE STATEMENT DATE: 3 P-2-12s40 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ADDRESS: 30 I Uri. - to 51 M��,,... 1 0 /0.5 1 F L. 3 3 t Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete. the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initia 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 4 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Infiai�� 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. InitiaIa !) 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initi 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial Was acknowledged before me this 2.7 -- day of A4pvtJ- , 20 10 By 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Infia� 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. VoD tie �t Z. OWNER Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.myfloridalicense.com/dboriprokilb/index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial d Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. who was personally known to me or who has Produced there License or t as identification. Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APP Building Official Dear Mr. Building Official: ^, i F AN If i CC,UN 1Y MULES AND REGULATIONS We are Dade County Notice of Acceptance hol s er or • e gauge panels. under number 07- 0817.03 This letter authorizes auti . to use our 22ga. Panels under number 07- 0817.03 to be used at the following job: 301 WC 1 ( 1r M I Ate. , -� ,� � 3 . ?7c 3 4 6 • Sincerely, Victor President jiSii7-0T2\ tmAinc 2 2 a J B Y: -- 4 -- - - - - -- APPROVED 7_ON NG DEPT BLDG DEPT 5.JSJ i O CCMPIJANCE WITH ALL FEDERAL : Vtsl M ami Shores Village BY DATE . • Enrique Revilla or Vice- President ' 1. This form must accompany the application for b, shall become part of the permit documents. 2. The authorized signature must bear the raised company holding the Dade County Notice of Accept RM COUNTY MIAMI -DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within .their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. II /0/r24,07 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.eov NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 I my A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 PRODUCr MARKING - 1 1315' r- 22ga: t =0.029' (LOCATION OPTIONAL) ( GALVANIZED 'a' ROLL BACK 1 1312' r I- 1.181' 1/ -20 x 3 4' 5.5. STUD ax °E 0.125* _Li 1.500' TYP' MAX O STORM PANEL 1 T S MIN 0.150' --jlI 1312' 1-- I - 1.181' O STUDDED ANGLE BUILDOUT /CLOSURE ANGLE GENERAL NOTES: 12.500' PANEL COVERAGE 14.438• PANEL LENGTH 0.125' F TYP. -I 1315' r _ 1.00' MIN. 5.000' MAX. I. THIS 514UTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS 1445 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING. CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE ,PRESSURES FOR USE WITH THIS PRODUCT, THE USE OF A DIRECTIONALITY FACTOR Kd =0.85 I5 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED THICKNESS t =0.029' MIN) CONFORMING TO ASTM 4653, STRUCTURAL QUALITY, GRADE 80. G90 GALV. COATING WITH A MIN. Fy =92.0 K5I. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD- CONTROL APPROVED 8. STORM PANELS I-IAvE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC). OF MIAMI, FL, TEST REPORT No. 02 -041. 10. TOP 4 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED 45 FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. 11. ALL BOLTS '4 WASHERS SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. - 1:181' --I PRODUCT MARKING (LOCATION OPTIONAL) '.' ROLL BACK -- { 1312' r 100' T- (t = TYP (t'= 0.0516' F GALV STEEL, GRADE 50) I .00' MIN. 5.000' MAX. O J -PAN CLOSURE 1.00' 0.015' ei 1 � BUILD -OUT DISTANCE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. I-2.043' 515' 0.093 0.015' 0.063 .063' 1- 1.931' -1 13 TOP 'H' TRACK 1 4 -20 5.5. SIDEWALK OR MACHI BOLT 4 WASHERED WINGNUT 24' O.C. TYP. .000' I8 GA. GALV. STEEL BENT PLATE (0.0418' BM. TI-IK) OR 2'x2'x.125' 6063 -T6 ALUM. ANGLE - -2.062' - 0.062' 0.062' _ F-- 1.1 --1 O '14' HEADER 0.063' -- @ 1.00' 11-- 0.093' 14 BOTTOM 'FI' TRACK --I 4' MAX. -- 2.061' -- -- 1.935'- EXISTING WINDOW O CORNER CLOSURE DETAIL L0.093' ALUM. ANGLE ® OR J - PAN CLOSURE PIECE 09 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER a 15' O.G. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81psF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 8lpsf, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS a 10' O.C. O BUILD -OUT MOUNT CLOSURE DETAIL N.T.S. rn N L 0.062' TYP 0350' 0250 0.050' ,�- - - 0250' 0085 0.865' WASHERED WINGNUT 10 (ZAMAC 3 ALLOY) -- 0.063' I-2.000'1 O 'U' HEADER ANGLE MAY v,ARY 1.000' OVERLAP OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 15 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) 025' MAX 2.00' MIN. -0500' II KEYHOLE WASHER GALV. STEEL GRADE S0 (USE IS OPTIONAL. REQUIRED CNLY FOR USE WUTN TRUSS HEAD ANCHORS 4 CALK-IN) IS TOP 'U' TRACK 1.000' 0 w m W 331S' MAX.- - 0315'1 I 0315'- 0.189'--{ r-- 1 1 1 TYP 0320' 0.410' 0.650' 1.000' 1.000' t = 0.015' MIN. 80.158' 025' MAX. 80301' EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. 10 O BUILD -OUT 'F' TRACK 4.000' 1.000' 0.125' 0.150' 0.063' TYP ® HEADER END CAP L150' DEEP TYPICAL 1.931' I 02163' - 'i r- 0063 0.125' 0,093' -- te n , 0.093'- •�E- -- 5313' F- 0.095' TYP. O F' TRACK 100 0' m 16 BOTTOM 'U' TRACK FASTING CONCRETE, HOLLOW 5LOCK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL D N.T.S. 0500' OVERLAP MINIMUM 0215' 0.452' 0.655' 0.093' ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. FASTENER a 15' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81p5r (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 81psr, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS a 10' O.C. EMBED F O TRAP MOUNT CLOSURE DETAIL N.T.S. OPTIONAL '4 -20 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED OVERLAPS 6 MIDSPAN (USE APPROPRIATE SPAN TABLE) - 11 PLAN VIEW r R ©312' BOTTOM i MOUNT -'a / , '\ TYPE AS REQ'DJ I 4 TYPICAL MOUNT ELEVATION N.TS. TOP MOUNT (CONN 1 T r-t AS REO'D) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS REO 111-1 11LABlATRr'(7751/ t x a; OM J Q'D� �1 / ry �TPE J REQ'D) x W N a E L BELO 1 8STRUCr10N BOTTOM MOUNT (CONK TYPE AS REOD) © TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION N.rs. ;'�'`-p ` szi = {.o.•:t• "' `''4 �:':? it' :';w+ !�('i .':':: s..'. a : - ; _ O , ; J 7 + . 1723:1z 0 13 025' MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING TYP. SECTIONS LAST PANEL TYPICAL BEFORE PANEL OBSTRUCTION OBSTRUCTION OVERLAP PANEL ABOVE TYP. PANEL OVERLAP OPTIONAL 1 4 -20 STITCH BOLTS WITH uln=,HERED WINGNUTS FASTENED a OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) Approved as complying with the edf,l>,~+t Im �C Z0 NOAH 0. _ 119Q . 0 2, Muni Made Product Control Divbio BY MAY BE AT TOP 4 BOTTOM 0315' MIN. EDGE DIET. FRANK L. BENNARDO, PE. 'P50046549 Z-16) ^ LC pA 1 Y 1 Q iu 4<Cm N 0_ S 0_ ty_ O N 1 o \ V v) L r t 4 N n g c O 0 _ J REVISIONS DESCRIPTION COUNTY CQ•PIENTS DATE IQ/03 SCALE: 3• _ • DRAWN 5Y: CL CHECKED BY: FLB PRINT DATE: 11/18/02 DWG °: 02 -868 -111 SHEET: OF 4 Positive Load (pst) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 10' - 7" 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" • 10' - 5" 3.00" 3.00" 8'- 11" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 8'- 1" 10' - 0" 3.00" 3.00" 7' -6" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 6' -0" 9' - 8" 3.00" 3.00" 4' -10" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load VV ( No Stitch Bolts 1 -mAx (ft) Stitch Bolts At Midspan Lrnax (ft) NSnM5 ”82N881Qf P.8 J 10' - 7" 10' -7" 10' -5" 10' -5" 10' -0" 10' -0" 9' -9" 9' -9" 9 ' - 8" 9' - 8" 9' - 4" 9' - 5" 8'- 11" 9'- 3" 8'- 10" 9'- 2" 8'- 5" 8'- 11" 8 '- 2" 8'- 10" 8'- 1" 8'- 9" 7' -9" 8' -3" 7' -6" 7' -8" 7'- 4" 7'- 6" 7'- 2" 7'- 2" 6'- 9" 6'- 9" 6' -0" 6' -0" 5'- 4" 5'- 4" 4' -10" 4' -10" 4'- 6" 4'- 6" 4' - 1" 4' - 1" EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) - w EMBED CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' O.C. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY REQ'D SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE 0500' '14 TEK SCREW OR I /. -20 MACHINE SCREW 4 NUT a 16' O.C. (TYP ALL SIM. CONNECTIONS REQ'D SEPARATION FROM GLASS (REF TABLE 72) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 0.500' EQ EQ C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX, SPACING 67 BUILD -OUT MOUNT SECTION N.T.S. 'F' TRACK/DIRECT MOUNT SECTION N.T.S. 025' 1/4 -20 X r 5.5. MACH NE SCREW 125• O.G. :•C::JgC't: EXISTING- CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1 4-20 x 3 4' 5.5. MACHINE SCREWS 6 125' O.G. C2 CONNECTION I REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING 4 n,sm,aNA ∎l➢ . L STUD ANGLE DIRECTION MAT BE REVERSED, AS 51401W C2 CONNECTION TYPE t '011 P ENCE ANCI-IOR SCHEDULE T3 FOR MAX. SPACING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) fi a .> o.- o 8 : °1 w.44; EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR U.000 FRAMING. SEE ANCHOR SCHED. BASED TYPE OF STRUCTURE EMBED 4 -20 x 3 4' 5.5. MACHINE SCREWS I25' O.G. r Fe AIE LEG DIR. MAY BE REVERSED EXISTING] GLAZING EMBED. EMBED. REQV GLASS SEPAR DI5T. (SEE TABLE T2 FOR MIN.) WALL MOUNT SECTION N.T.5. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.. BASED ON TYPE OF STRUCTURE. REQ'D SEPARATION FROM GLASS (REF. TABLE T2) II • 025' c ©AX O 025' MAX. O CEILING/FLOOR MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0.500' 0250' 025' '4-20 X 3 4' S.5. MACHINE SCREW W/ WINGNUT sl2.5' O.C. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING 04 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING MAXIMUM ALLOUJABLE SPAN SCHEDULE NOTES: I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRU55E5 e 24' O.G. MAX EXISTING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) O K TRUSS MOUNT SECTION Nrs. EXISTING. CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING GLAZING O OFFSET WALL MOUNT SECTION N.TS, MINIMUM SEPARATION FROM GLASS SC!- 4EDULE TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) '4'x2' EMBED LAG SCREWS 44 EACH TRUSS (24' O.C. MAX) 4'x MIN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED ABOVE) 44 TRUSSES 3 3 14 S.M.S TO PLATE 9 6' O.G. BETWEEN TRUSSES Lmax = 8' -0' (MAX SPAN) MAX DESIGN LOAD = 160 par ALUM OR GALV STEEL SPACER, AS REQ'D. EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SURFACE CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' O.C. (REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY FRANK L. BENNARD 'PE0046549 W n � w Q z z1' W W a rt m Z z � 0 l7 z W u1 z Z w 3 r z �Dy 9.i.d z 11 0 j) Q 0 LL REVISIONS DESCRIPTION COUNTY CQ T1ENTS DATE 1/)/03 SCALE: 3' _ ' DRAWN BY: CL C.H GKtD BY: FLB I f DATE.: 11/18/02 DWG •: 02- 868 -11 SHEET: 2 OF 4 EMAIL: FRANK6FLBENGINEERING.COM W 852 EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON ITt't OF STRUCTURE EXISTING GLAZING 944 REQ'D GLASS SEP. il DIST. (SEE TABLE T2 FOR MINIMUM) PN:R41 A4AI1l VIVA i 0 PENETRATION OR EMBED. O WALL MOUNT SECTION WALL MOUNT TRACKS, NT$. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1365' C8 CONN TYPE REF. ANCI -IOR SCHED. T4 FOR MAX. SPACING REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) C1 CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX SPACING I365 O HEADER/SILL MOUNT SECTION TRAP MOUNT TRACKS ON ANGLE, N.TS. 1365' EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C5 CONNECTIQN TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0.500' 0500' s E C6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING. LEG MAY BE BENT TO 30deg MAX —LEG MAY BE BENT TO 30deg MAX OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON I TI OF STRUCTURE. REQ'D GLASS 5EP. DIST. (SEE TABLE T2 FOR MINIMUM) EXIST NG GLAZING N CEILING/FLOOR MOUNT SECTION TRAP MOUNT TRACKS, N.TS. REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE A 61411N 1N111p4V101ASU1d1AA11IIe. I 1 7 k EXISTING GLAZING PENETRATION OR EMBED. O P DIRECT WALL MOUNT SECTION BOTTOM DIRECT WALL MOUNT (REF. DETAIL '5'7. N.T. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX - SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SC-4ED. BASED ON TYPE OF STRUCTURE. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0500' C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 1.00` 'MAX FASTEN EACH PANEL ADJACENT TO LAST PANEL 'd BOTTOM W/ (2) ELCO PANELMATES Q (I) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I) HEADER END GAP ® END W/ (2) "14 SMS TO TRACK 0.250 OPTION A: (3) 'tea' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL O Q HEADER TRACK ISOMETRIC TOP TACK, N.T.S. ADJACENT PANEL TYP 12S' COVERAGE I ° x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS (2) I '4 -20 5.5. STITCH BOLTS W/ WINGNUTS EACH SIDE OF LAST PANEL 'H'- HEADER a TOP, PER DETAIL OPT. A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WINGNUT O DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIRECT WALL MOUNT (REF. DETAIL 'P'), N.TS. OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) O SILL TRACK ISOMETRIC BOTTOM TRACK, N.TS. Approved us se►mp!yri g with Florida la .jn C Dote • 003 NOM Miami Dade Prudent Co Division,! J7 LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL ADJACENT S "' nenttett OVERLAP PANEL earrAtird g:' stcc° 3 :4 OPT. B: (I) 1 4 -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH REQ'D) (I) 1' x2'x0.052'xI ANGLE 9 END W/ (2) "14 SMS TO TRACK TOP 'H' -TRACK OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM 'H' TRACK OR BOTTOM 'U' TRACK (FASTEN TO STRUCTURE PER DETAILS M, N 40 TO LEFT) OPTION B: (2) '4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS �� cv 0 Li Qw 0 - c71 Z Z (1) W W (Yl Q W Z }ce WZ . V H Z O7 In �W Q rg 0 REVISIONS DESCRIPTION CQJNTY Ca'tIENTS SCALE: 3 _ ' (UN 0.) DRAWN BY: CL C.HEC -KED BY: FLB PRIN f DAl E: 11/18/02 DWG ": 02 -868 -III SHEET: 3 OF DATE 112/03 HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON . 39 45 55 65 72 39 49 58 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 12.7" 8.7" 15.8" 12.5" 10.5" 12.5" 6.25" 6.25" 15.5" 12.3" 10.4" 7.8" 5.2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9" 6.2" 6.0" Tcap (lb) = 218.00 45 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" Vcap (lb) = 398.00 10.5" 130 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1/4 "x7/8" EMBED 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOLID -SET 3.2" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" Tcap (Ib) = 358 16.0" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 16.0" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED 16.0" 10.2" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 16.0" 7.1" 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" Vcap (Ib) = 429 * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 16.0" 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 16.0" 8.9" 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 V (lb) = 398.00 39 45 55 65 72 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4 j/a 15.5" 13.4" 11.0" 9.7" 9.7 1/4 "x7 /8" EMBED 16.0" 39 16.0" 16.0" 12.4" 16.0" ALL- POINTS SOLID -SET 10.7" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 4.9" 65 10.5" 16.0" 4.4" 15.9" Vcap (Ib) = 249 1/4" x 1 -1/4" EMBED 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 45 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 7.9" 45 16.0" 16.0" 4.8" 12,6" 6.7" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 4.4" 65 6.0" 13.7" 58 9.1" Vcap (Ib) = 233.50 16.0" 72 4.7" 12.4" rj 9.1" J HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED . ELCO TAPCON Tcap (Ib) = 174.00 Vcap (Ib) = 318.00 39 45 55 65 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8:0" 6.9" 5.7" 5.0" 5.0" 5.2" 4.5" 3.7" 3.3" 3.3" 114 "x7 /8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcap (Ib) = 198.50 72 6.1" 4.3" 4.4" 3.2" ANCHOR NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL d ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" DISTANCE 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" �/ 8 16.0 ". 16.0" 1t8" 6.9" 5.3" 16.0" 16.0" 11.7' 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 0" 16.0" 14.2" 11.7" 10.3" % 10.3" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 5HALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF "z' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE_ (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" _ 4.8" 4.2" 4.1" 3.6" 3.47 4. 3'" 3.o" 4 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 04426 01493 tde EitaSta BY "'''eri Lei Mry o Approved es emptying with the Florid .;r',gC Dote 23 P1® Med 0 FRANK L. BENNARDO, PE. 'PE0046549 W Q W Q Q0 Z Z ZW w Z Z � Q Z LL 0 u !ll W Z z Ill (I) 3 3 DESCRIPTION CCONTY Ca11ENTe DRAWN BY: CL CHEL.KED BY: FLB SHEET: 4 OF 4 03 REVISIONS DATE 1/2 SCALE: N.T.5. PRINT DATE, IVI8/02 DWG ': 02- 868 -III - ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SPACING SCHEDULE ¢ , k�/1�;M1 of 7{vF bC� Cozrzel EMAIL: FRANK6FLBENGINEERING.COM 2.0" EDGE DISTANCE ( EXIST. STRUCT. ANCHOR 2.5" EDGE DISTANCE SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft • SPANS UP TO 10.67 ft 1ST RUI ANCHOR 11.8" 8.4" LOAD CONN P 10.8" 9.6" 6.9" CONN TYPE 65 12.9" CONN TYPE 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" (psf) C1 C2 114 "x7/8" EMBED C4 C1 C2 C3 C4 C1 C2 C3 C4 I CONCRETE 1/4" x 1 -3/4" EMBED LEAD SHIELD ANCHOR ; ic 39 12.5" 16.0" 46.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 13.0" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) 8.9" 6.4" 58 12.5" 16.0" 6.0" 1 " 16.0" 12.5" 16.0" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 483.00 72 72 12.5" 16.0" 6.4" 4.6" 14.3" 12.5" 16.0" 8.0" 'C" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 • 16.0" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4 "x7 /8" EMBED 12.5" 39 12.5" 16.0" 16.0" 16.0" '12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 72 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9_ •" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 7/16" x 5/8" EMBED 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 12.5" 12.5" 16.0" 7.1" 9.2" Vcap (Ib) = 429 5.7" 6.6" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9. 12.5" 16.0" 7.1" 9.2" 1 /4" x 2" EMBED 10.6" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 6.25" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib) = 372.00 10.3" 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (Ib) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" ANCHOR NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL d ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" DISTANCE 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" �/ 8 16.0 ". 16.0" 1t8" 6.9" 5.3" 16.0" 16.0" 11.7' 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 0" 16.0" 14.2" 11.7" 10.3" % 10.3" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 5HALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF "z' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE_ (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" _ 4.8" 4.2" 4.1" 3.6" 3.47 4. 3'" 3.o" 4 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 04426 01493 tde EitaSta BY "'''eri Lei Mry o Approved es emptying with the Florid .;r',gC Dote 23 P1® Med 0 FRANK L. BENNARDO, PE. 'PE0046549 W Q W Q Q0 Z Z ZW w Z Z � Q Z LL 0 u !ll W Z z Ill (I) 3 3 DESCRIPTION CCONTY Ca11ENTe DRAWN BY: CL CHEL.KED BY: FLB SHEET: 4 OF 4 03 REVISIONS DATE 1/2 SCALE: N.T.5. PRINT DATE, IVI8/02 DWG ': 02- 868 -III - ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SPACING SCHEDULE ¢ , k�/1�;M1 of 7{vF bC� Cozrzel EMAIL: FRANK6FLBENGINEERING.COM 2.0" EDGE DISTANCE ( EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 114 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR ; ic 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) ,c 55 11.5" 8.2" 7.3" 5.2" Tcap (IB) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" _ 6.4" 4.6" ANCHOR NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL d ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" DISTANCE 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" �/ 8 16.0 ". 16.0" 1t8" 6.9" 5.3" 16.0" 16.0" 11.7' 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 0" 16.0" 14.2" 11.7" 10.3" % 10.3" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 5HALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF "z' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE_ (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" _ 4.8" 4.2" 4.1" 3.6" 3.47 4. 3'" 3.o" 4 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 04426 01493 tde EitaSta BY "'''eri Lei Mry o Approved es emptying with the Florid .;r',gC Dote 23 P1® Med 0 FRANK L. BENNARDO, PE. 'PE0046549 W Q W Q Q0 Z Z ZW w Z Z � Q Z LL 0 u !ll W Z z Ill (I) 3 3 DESCRIPTION CCONTY Ca11ENTe DRAWN BY: CL CHEL.KED BY: FLB SHEET: 4 OF 4 03 REVISIONS DATE 1/2 SCALE: N.T.5. PRINT DATE, IVI8/02 DWG ': 02- 868 -III - ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SPACING SCHEDULE ¢ , k�/1�;M1 of 7{vF bC� Cozrzel EMAIL: FRANK6FLBENGINEERING.COM 2.5" EDGE DIST. SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft IST RUC ANCHOR LOAD CONN TYPE CONN TYPE 12.5" 16.0" (psf) C5 C6 C5 C6 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 . 72 8.5" 16.0" 4.6" 16.0" ANCHOR NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL d ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" DISTANCE 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" �/ 8 16.0 ". 16.0" 1t8" 6.9" 5.3" 16.0" 16.0" 11.7' 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 0" 16.0" 14.2" 11.7" 10.3" % 10.3" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 5HALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF "z' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE_ (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" _ 4.8" 4.2" 4.1" 3.6" 3.47 4. 3'" 3.o" 4 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 04426 01493 tde EitaSta BY "'''eri Lei Mry o Approved es emptying with the Florid .;r',gC Dote 23 P1® Med 0 FRANK L. BENNARDO, PE. 'PE0046549 W Q W Q Q0 Z Z ZW w Z Z � Q Z LL 0 u !ll W Z z Ill (I) 3 3 DESCRIPTION CCONTY Ca11ENTe DRAWN BY: CL CHEL.KED BY: FLB SHEET: 4 OF 4 03 REVISIONS DATE 1/2 SCALE: N.T.5. PRINT DATE, IVI8/02 DWG ': 02- 868 -III - ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SPACING SCHEDULE ¢ , k�/1�;M1 of 7{vF bC� Cozrzel EMAIL: FRANK6FLBENGINEERING.COM 0.75" EDGE DISTANCE . 000M 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" j Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16,0" 6.0" j 12.5" 16.0" 6.0" / Vcap (lb) = 82.97 130 12.5" 16.0" 6.0" � f 12.5" 16.0" 6.0" / 12.5" 16.0" 6.0" #14 x 1 - 1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 6.25" 10.4" 3.9" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.2" 3.9" i 6.25" 10.4" 3.9" Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" ' /2_ 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ANCHOR NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL d ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" DISTANCE 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" �/ 8 16.0 ". 16.0" 1t8" 6.9" 5.3" 16.0" 16.0" 11.7' 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 0" 16.0" 14.2" 11.7" 10.3" % 10.3" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 5HALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS 51-IALL HAVE MINIMUM OF "z' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE_ (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" _ 4.8" 4.2" 4.1" 3.6" 3.47 4. 3'" 3.o" 4 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 04426 01493 tde EitaSta BY "'''eri Lei Mry o Approved es emptying with the Florid .;r',gC Dote 23 P1® Med 0 FRANK L. BENNARDO, PE. 'PE0046549 W Q W Q Q0 Z Z ZW w Z Z � Q Z LL 0 u !ll W Z z Ill (I) 3 3 DESCRIPTION CCONTY Ca11ENTe DRAWN BY: CL CHEL.KED BY: FLB SHEET: 4 OF 4 03 REVISIONS DATE 1/2 SCALE: N.T.5. PRINT DATE, IVI8/02 DWG ': 02- 868 -III - ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SPACING SCHEDULE ¢ , k�/1�;M1 of 7{vF bC� Cozrzel EMAIL: FRANK6FLBENGINEERING.COM Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees _ Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees _ Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 42.5 46.1 56.7 ' 46.5 50.4 62.2 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DADE COUNTY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9. 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 . 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONRDE COUNTY . ASCE 7 02 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -02 PUBLICATIONS. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.61 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing In the lower 60 ft shall be Impact resistant glazing or protected with an Impact resistant covering. (Section 6.5.9 - Internal pressure GCp1 =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. 'a (h) MEAN ROOF \HEIGHT vos Roof Slope a < =BWx0.1 ora < = hx0.4 BW less or equal than BL a must not be less than a= 3 feet or a= 0.04xBW WIND PRESSURES IN PSF 150 MPH VELOCITY EN6 CO, rnc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax: (954) 585-0305 E -mail: Engco@AOLcom PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 7/10/2007 Permit Typ Contact Phone Value of Work For this Type of Work: ❑ Describe Work: Submittal Fee Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No Tr 20 ' 1 PERMIT APPLICATION Master Permit No. FBC 20O) ROOFING Owner's Name (Fee Simple Title s o er) Phone # lKQ 54{ (bc[4-2 Owner's Address 3c ►ti r;� ST City hill clan .Shore State FL Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) `3 p i ME CR, CT. City Miami Shores Villa. e County Miami -Da a Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's C o m p a n y N a m e Qu Q r Ton Contractor's Address t i ct io City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. _►+ /A' ki [Alteration Square / Linear Footage Of Work: ['New ❑ Repair/Replace ❑ Demolition ma vet) © -f Architect/Engineer's Name (if appae) Phone # am Ow Qv Permit Fee $ } CCF $ CO /CC $ Notary $ Scanning $ Double Fee $ 191.00 Structural Review. $ (p .-'11` Total Fee Now Due $ Training/Education Fee $ E -mail DPBR $ Violation date: Phone # Flood Zone Technology Fee $ Bond $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 , d a reinspection fee will be charged. Signature Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this az The foregoing instrument was acknowledged before me this az day of FEbo ,20tO,by , day of FFk• , 2010,by who is personally known to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ? O6Al3 o b. 6e40R My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) ROSARIO D. SILVA Notary Public, Stataof Florida Commission #DD903514 My Commission Expires Jun. 30, 2013 NOTARY PUBLIC: C R Sign: dAU Print: Fo6ARrO 'b. 571uf My Commission Expires: ROSARIO D. SILVA Notary Public, State of Florida Commission #DD903514 My Commission Expires Jun. 30, 2013 APPROVED BY r ef Va Plans Examiner Zoning Engineer Clerk checked Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 301 96 Street Miami Shores, FL 33138- 1132060135880 Block: Lot: JUAN & SUSAN RODRIGUEZ Phone JUAN & SUSAN RODRIGUEZ 301 93 Street MIAMI SHORES FL 33138 -2717 Type of Work: DOOR No of Openings: 1 Additional Info: non - impact Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $1.20 $0.40 $300.00 $9.00 $50.00 ($50.00) $1.60 $312.20 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Invoice It WS -12 -09 -36679 WS -12 -09 -36679 Check #: 10745 Total Amt Paid Amt Due $ 312.20 $ 262.20 $ 312.20 $ 312.20 $ 0.00 Date Expiration: 08/01/2010 CeII For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 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 February 04, 2010 February 04, 2010 1 011 o4-1,1 o 62 Ft calm\ 10 YT BUILDING PERMIT APPLICATION FBC 20 Job Address (where the work is being done) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Ty e: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) god le i "1 Phone #0 Q 39 42. Owner's Address `3O ki q 6 City F4 t i S 2J State Zip Tenant/Lessee Name Email 3® )4 9(0 &t City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Training/Education Fee $ ( ' 4 0 Master Permit No. Phone # la DEC 1 8 2009 U BY. Permit Na. V I J�42o i Zip bc( NO pc Flood Zone Contractor's Company Name s� C)I+•/r(Z‘C Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work Fort oC 1 00o .° Square / Linear Footage Of Work: d Type of Work: A Permit $ Addition Alteration Ne ❑Demolition T Yp ❑ ❑ w ❑ Repair/Replace Describe Work: / an (Ncx II Pa✓t i -�-i o$ New q, bnv) X— A -4 ('ct r pr 46 ' bac 1t_ pre/ � rt wil G f etcke._J . t„ , ***** * * * * * * **** * * ** * * * * * * * * * * * * * * *x* Fees ************* * * ** * ** * * *** ** * * * * * * *** * * * * * * ** Submittal Fee $ — •et) Permit Fee $ ®077 CCF $ I' CO /CC . $ Technology Fee $ 1 ' Bond $ Notary $ Scanning $ 6 1` 00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 2692' See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven 7) days after the building pe is issued. In the absence of such posted notice, the inspection will not be approved and a reins : ion fee will be ;' rged. Signature Owner or'Age The foregoing instrument was acknowledged before me this 1U day of b c• , 20 09, by who is personally known to me or who has produced As identification and who did take an oath. ROSARIO D. SILVA Notary public, State of Florida Commission .00903514 MMtrCommission Expires Jun. 30, 2013 Sign: Print: 1�06At o b. 6;k'A My Commission Expires: • Plans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Contractor The foregoing instrument was acknowledged before me this ) 0 day of )1 EC. ,20 who is personally known to me or - who has produced as identification and who did take an oath. NOTAR ,' I AARIO D. SILVA Notary public, State o Common #00903514 MY cor s Jun. 2013 Sign: Print: RosR;o 6;10A My Commission Expires: * * * * * * * * * * * * * * * * * * * Zoning Clerk checked PERMIT #: ‘.)3 �O 1 - g0C3 it DATE: I, AL rireje i Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) cf :cr)re& cJ s Address: b % From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RECEIPT RESUBMITTED DATE: 1- r/ PERMIT CLERK INITIAL: M iami Shores Village Building Department 1 9 P‘lin 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -)O Job Name: iota ? , 2009 1 oovic Cj u Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ee).4r #c(.4 G■g / /r. U 4474 S' r /Low sa.r/4•tr ,/�:fo c7 20o / do _-Ce - �/L�iu,cle 4-_ „.. .0( load( e/t. 't'+r Uli 7' g - 7 - <7S /VA e.(1 C. ./( ; ,, e72 :A 1 Ca C led /14st gboCn.tez, e a � i ‘ f: r kn s ee sOV /OM ,�01= / 4'087 PAY �. fn.) 1- l0 U Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 01,(21/2010 17:25 FAX 1 800 685 7530 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /R% NO 4556 RECIPIENT ADDRESS 93053813087 DESTINATION ID ST. TIME 01/21 17:25 TIME USE 00'21 PAGES SENT 1 RESULT OK Permit No: 09 -)C Job Name: i , 2009 Building Criti ue Sheet C. , //' e rg, . / /s "2.7c 4 e e . ‘e-c DATA SCAN FIELD SERVICES Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 V 4 .r ,tn ,ITT A, .;i A ��/3` c�,� �� �� dfr. �...d r�' E ;) 7 7 7; > -4-P - .4..0r its e0-41 x001 OWNER BUILDER DISCLOSURE STATEMENT NAMEI.L (1V) \ ,y( DATE: )2 - 1 FS ADDRESS: 30) N M � s 91 X Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, m contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or 1 'fi bers on permits and contracts. 5. 1 understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. 1 may also bur d or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I 'ally improved it for sale or lease, which violates the exemption. 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on residence. It is my responsibility to ensure that the persons whom 1 employ have the license required by I municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: lhaww. mvfloridalicense .com/dbor/prolcilbfi r Initial '41 .70•1_ _. 11. I : u aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party and financi =, ponsible for the proposed construction activity at the following address: A 7 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial,3� Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ig day of D C , 20 (2.) By !I, r) POI/Vitt Produ l-re License orl i q. 4'O 12: [' who was personally known to me or who has Initi Initi Initi RECEIPT PERMIT #:V �. 1 DATE: 0 ` 0 U � I � � I .. _At � �I � dI 1, )‘' C tiSati ❑ Contractor Owner ❑ Architect Picked�2 sets of and (ot r) '6 Y Address: 301 LOS+ From the building department on this date in order to have corr6ctions done to plans And/or get County stamps. I understand that the plans need to e brought back to Miami Shores Village Buildinpartment to continue permitting pr s PERMIT CLERK INITIAL: Acknowledged by: '` WICLU- PERMIT CLERK INITIAL: RESUBMITTED DATE: \ M iaini Shores Vuiage B ilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Ic GOIdechor . The following pages were originally attached to plans with the following permit # OS- )2 -0q-Zug MIA Mh COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33r Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER a rREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buislimcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fins to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2001 Aluminum Outswing French Doors w /wo sidelites APPROVAL DOCUMENT: Drawing No. FD- 07 -01, titled "Series 2001 Aluminum French Door", sheets 1 through 5 of 5, dated 04/23/2007 and last revised on 05- 08 -07, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None: Hurricane Protection Devices complying w/ FBC, as applicable are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the usei t to faati er es its distributors and shall be available for inspection at the job site at thnequeet of $ie,BOildj Nicial. This NOA revises and renews NOA # 02- 0108.01 and consists ofthis page 1.andedenCe pores E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Changa P.E ▪ • ••• . . . • ••• ••• • • • • • • • • " A to. 07- 0503.10 • • • • 'Exitatiort pate:: May 02, 2012 Approval Date May 31, 2007 Page 1 ••• • • • • • •• • • • • • • •. • • • ••• • • • • • • • :• •: • • ••• • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD -07 -01, titled "Series 2001 Aluminum French Door", sheets 1 through 5 of 5, dated 04/23/2007 and last revised on 05- 08 -07, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC, TAS 202 -94 Along with marked -up drawings and installation diagram of series 2001 aluminum Outswing French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2836, dated May 17, 2001, signed and sealed by Luis Figueredo, P.E. C. CALCULATION 1. Anchor verification Comparative analysis, dated April 23, 2007 and last revised on May 10, 2007, prepared by Francisco Hernandez Structural Engineering, signed and sealed by Francisco Hernandez, P.E. 2. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance dated May 9 2007, signed & sealed by Francisco Hernandez, P.E. 2. Lab compliance statement part of above referenced test report. G. OTHER 1. This NOA revises and renews NOA # 02-0108.01, expired May 02, 2007. E -1 • . • •.. . . .•• . . •.. • Ishaq I. Chanda, P.E. • • . • • • product Control Exanunar • • • • • • • • • ° MR 1110.07 0503.01 •• • • • • • • • ; Ex j ratioe� ate: May 02, 2012 • • • • • A',proval•15atat May 31, 2007 ••• • • • • • • ••• • • • • 1• •i • • • •• 1 •1 • • • ••• ••• • •• • -> 3Y SR% 31 WK MINCH SOGRE Wop WOR X1/1 ti` t• aal� M IVA 1ti Wt. WORK hi Wita _ ONO 1 1 1 ni IAL OA ffi 1 1 1 4 MIN SILL 11 VAG W46gC re 1+ OMR 4t h FRDOt 1ro>M 3r V.% MICR 50011E %MN • • • • • • •••• • •••• ••• • • • • • • ••• • • • .• • 4 --8- MINA) MANX! ti vc /313 Sunshine Vsd11 Ihnulochini, •• • • • • ' • •• C • 11 ... • SIR 5xigN i 1 RF Scalr avw 09 -23 -07 1;.,1.. s -a -off Railstont FD -07 -01 SHEET 1 OF 5 DESIGN PRESSURES IN PSF FOR DOOR/SIDELTTE SYSTEM DOOR LOAF MTH g OMINAL) I � PER HEAD }Rjt (NOW NAl } 0009 PER J.1D8 W/0 S10EUTE SIOEU TE W16111 S 00 ANO D SWUM HEIGHT SIOEUTE ANCHORS PER JA1NB W /StDELITE P05. NEC. P05. NEC. 37' 4 74.4 74.4 30' 3 75.0 75.0 3' -O 4 75.0 78.0 24' A 75.0 730 15' 2 76.0 78.0 12' 2 75.0 75.0 8' -0' 8 8' -0' 8 37' 4 75.0 75.0 30' 3 75.0 82.8 2' -B" 3 75.0 84.6 24' 3 730 83.6 18' 2 75.0 54.6 12' 2 75.0 84.0 42' 4 75.0 86.9 37' 4 75.0 90.0 3 -0• 75.0 90.0 30' 3 75.0 90.0 '"...-...... -....., 24' 3 75.0 90.0 18' 2 75.0 90.0 12' 2 6' -8' 7 75.0 90.0 42' 4 75.0 66.3 37' 4 75.0 91.8 73.0 98.9 30' .3 75.0 98.9 2' - 6 ° 3 24' 3 75.0 98.9 15' 2 98.9 12' 2 75.0 98.9 •••• • • I 19MIAM .DADR cowry APPROVRD SHUTTERS ARE REQ1JIRBD• • 1 f • LIOTES: • • • • 581} 1. TON. OF 8 4 (3 AT ACTIVE LEA! MO 2 AT MATE LW AT 1100 ALL 8908 FLUSH DOLTS S1 BE 010 N ORDER TO ACHIEVE Pen WOO. 11111 10 1 DOORS NW STDEUTID 1 /4 CLASS FOR STOREFRONT SUMS 3. mow FALSE UIIIINS CAN BE APPUED. 4. CONPON4CE WON FOC 2004 PRODUCT RENEWED xttl lme fl dda Cede Amputee Noel -0 I*3. 10 > R o • One f heyA2 ,7p t • • • • • • • • • • •• 5. 1 Of OR 2 BY WOOD 9100 NOT BY SHISHITE WOWS. TO 8E S:PARUELY FND RUST SIST481 WADS REPOSED BY GLAZING 5151111 NOD TRANSFER NV TO THE MOW STRUCTURE. • • • •• • • 9 -e -o1 112,4Xep •> R. SE 61.193 Swe Was klanufacturig, Inc. 1745 • • • • •• 55012 a$' • y • c • • �q 1;M • e• • • RF atE04 -23 -07 5 p„„ 1 „ K 5 -8 -07 ReMarr 0•0•Nt No. Ft3 -07 -01 ? SHEET '2OF5 • • • • •• • • •• • • • • • • • • • • • • • • • • • �. DETAILS 1/e MOM (BF QM WM i 4/ 2' I@t MOMENT MO MASONRY Y0 r MAX. ! FROM MO TIE REST oir 0.C. MA TIP FOR If/D & SLL) r 1-1 a IO X t' SYS. 01' FROM BOTTOM Mc TOP OF TRIPE, tact MOOR swan TO 3' MD THE REST ow 0.C. WX. t0 X 1 T S.Y.S. 04' FROM EOM MO o12• 0.C. MAX (FTPA� OE EXTERIOR mu% C 401 ,0 . 11 0) EXTERIOR EXTERIOR • • • • •• • • • • • • • • • •• •• • • • • • • a • • • • • •• • 10 x 1 1/2 SYS. o+ FROM EOTTOY TOP OF FRWE, MO THE RES 017' 0.C. VAX. OW FOR MICRON REME( SF VERTIp1L MO DOOR swe) PRODUCT WINEWED mmpyieRw11T Ib E1* de Buldras Cods tdo4 �D ;;�:.1�;�1 0 6,pinUa S�FfFS {{ FZ �+ 9.8 -(J7• FRIROSOO REFOOROE1 R. PE 1 51393 • • • ••• • • • •••• • ••• • ••• • •• ••• ••• • • • ••• • ••• • • . . BILL OF MATERIAL No PART QTY PART DESCRIPTION MATERIAL 1 SW -30858 AS REQ ° 0 STOREFRONT HEAD ANO JAMB 6083a-T5 • 606 • • 2 SW-30656 AS REQ D STOREFRONT SILL 3 SW -30857 AS REQ'O STOREFRONT GLASS STOP 6083] • • 4 SW -43890 1 AS READ STOREFRONT VERTICAL 6o63 %:.. 5 SW-40928 AS REM) COVER PLATE 6063 —n • • 8 SW -37 AS REQ'D FRENCH DOOR JAMB 60814 • • 7 SW -38 AS REQO FRENCH DOOR HEAD 608 •. • 8 SW -40 AS REM) FRENCH DOOR SILL 6O63Jd • 9 SW -39 AS RUM FO TOP AND BOTTOM RAIL 806 iii _ .. • 606:46 i 10 SW-36 AS REO'O FRENCH DOOR VERTICAL STILE 11 SW -47 AS REQ'D FRENCH DOOR ADAPTER 8064 —T5 • 12 SW -2888 AS —READ GLAZING GASKET VUQY� • 'it 9.----a- • 13 SW -2390 AS REQ'O GLAZING GASKET VINYL 14 SCREWS AS —REVD # 8 X 1' SUS 15 SCREWS AS—REM) A 10 X 1 SMS 16 SCREWS AS—REQ D / 10 X 1 1/2 SASS 17 SCREWS AS —REO'D # 8 X 1 SMS 18 SW -3332 AS READ FIN PILE WEATHER STRIP POLYPROPYLENE 19 SW —L1 1 YALE LOCK (LATCH) METAL 20 SW —L2 t YALE LOCK (DEAD BOLT) METAL 21 SW -57 3 PER LEAF 8° HINGE 6063 75 22 SW —FB 2 PER LEAF FLUSH OO[.TS METAL 1 1.75' SF HEAD AND JAMB SW- 30658 FD FLAT FILL COVER SW -40928 SAD' l'J FD HEAD SW -38 SF SILL SW -30656 � SF SILL STOP SW -30657 ocr r SF VERTICAL SW -43890 FO TOP & BOTTOM RAIL SW -39 4375' 10 FD VERTICAL STILE SW -36 19 21 FD ADAPTER FD HINGE SW -47 SW -57 PRODUCT' 110/6WED MtomPGOo[.1ip the Evicls �v teRio ExPirtgas Data "viva ac 2- FAI1K StO HERNAtEZ R. FE 1) 51393 Sunshine •'�r* • • • •• a4 � } 4�E•• • • A 9 D9.11 Ex RF 06.04-23-07 Scow 1/2 0 05 -8 -07 MOHO NO. FD -07 -131 SHEET 5 OF 5 • • •V••• • • • •••• • •.•• • • pp• • • • s• 4, o•• OMMWMMEMEMMEMMENPARZIWNEWMOVAMMEM NEENEMEMINTEMEMEMACIAMMAMEMMINIMMEMM ■ ■u■■■■ ■■u■■■■■■■.■■■■■■■■■■■■■ EINILMEROMEMOROMMEMERWENWRIMMEMMEMM ■�■■�■■■■■ ■E.■E■ ITN■ ■■■M■M■M■■ IMMOUEME■■■■■ ■■NINI■ IIMPIVEREPMFINIIMMWEEMEMMNIMMAMMWOMI MINIMERMR/MINGOMMOMMINIMMMIMMINIMMMUM 11111 11111 11111111,111111111 II IMMO ALL MEMNIFIRWMOMMMPWORMAMMUMMEMEMEM ■ Qi ■■■ii■■EQ■■Q■i■UiU■■■■■■■■■■■■ IMENBEWYMMEMMVPIONMEMMINIMMEMINIMMEM ' i rti ■■■ 117A •t . r - ., i t ■■ ■ ■■ ■■■■ ■u ■■ ■■ ■r MOM I■■NEM `) :: M■i■iiii i■■■■■■■m ■ J Ell III 11111 ii1■ MIMPERINSIIIPMEINFZEINEWEEM . • i I■■Ai11 ■11R i O ■OMMINO M i.Uff ■ ■ X11■ I■■I11i11 ■11■ ■■iilidi'■ ■irSS■rii ■i INSISISSIIIL 1111111111111111111 IMMUMEMEMEMMOMMINIMMEMINIMMEMMIIMEM W' , ■M i�9 .!■iE ; ■/� i J1li iim aamm iisavima iiil�i ■i .. iiiii A U�1■■■■■■■■ ■v■■■ i■■■■■■irili■■■ ANN. 11111111.111111111111111111111111111111111111MMEMEM . I■■.M ,MMrEMM,' /7M „tMINIMiiiEi[AR RE■ N • E,■■■E■■■■ NI M ,I W, I II ■owCii m ' r ��i n■Qm® i ice i i 111.11041 MINIMMERMOMMEMMYMMPWRIMMIM I AMMEMIIMIMMEMMOINTEMMEREEMEMMEMEM EWES!, R , NEB■ IWONINIMPAIMMIIIMINFMMIMINIMINIEM111111111 ■■■■■■ ■ ■ ■ ■ ■■■ ■ ■' ■ ■■■■ ■ ■ ■ ■■'■ ■ ■ ■ ■ ■■ IIEMEMPITIEFIPM IFIRENNENNENNENNINNEN Li IIHI=IIIHLI ■ ■1 ■■■■fi llEIMIII ®®HME:�■■■■ ■ ■■■ ■■ 11111.11111111111111111111111111111111101UMMINIIIIIIIIMEMI IIIIIIIIIMIONRIONWPMEMINIIIMMITIP ■EM 11111111111111111111111111111111111111111111111111111EZEIZISIZZEME ofimunlimumernrninwriammumumlionmo !I ■■ ■1 ■ ■11■ ■ ■■ ■■■111■ ■ ■■■i■ ■ ■■ ■■■ 11111 ■M■ ■iii■ MNiSi ■ ■' ■■ ■ ■■ ■■ ■■ sulumumimmrsrpummummersommum imesiummemusivri:mazuzzaweimoma ■ ■ ■�i ■■ ■iii mas �i � �1�i'i ■ ■ ■' ■ ■ ■ ■■ ■■ ■a•■■■■11M1■■■ ■■■ ■■■■■■■u■■i■ ■iIf IMMII ■iN■�' IPME, !al 'MI''. MIWA ■ ■■■ 1i■■ ■■ ■■■ ■ ■vi■ ■ii■■■f1i■■i •i(■■•■■ 11111111111111MAIMMINIENIMMEIMMINI 8 11111111111011111111 IIIIMIWEIMELMINTRINUMENIMMINIERMIRMI 1111111111111111111MIEMENIMEHMENEHIMMIMMIRMINI 11111110411111BINSIPIPAIMPORMLIMMIllt ■ ■1■■■ ■■■ ■ ■ ■■ ■ ■ ■ ■' 1 ■ ■ri' ! PINEE atm 'NE= NommEmpammINIIIIMMIIMINIMMI - ■ ■■■■■1■■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ IIIIIIIIIMEMPRIMPRIPM! EN El • 111111111111111111111111S1111111111 11111111111111111111111111111111111111111111111111111111 1 I 1 I_ I ■ ■,! Rii '� F 1E�7M I ir1 ■■■ ■'■ ■ ZS 1 1 1 LJ 11111111111111MANNIIIIIIIIIIMEMEIMMIINIENESUM ■1 `ISORIM►1■MM■ !! !ur l PP!!S'h, IPE t- i l [ T ■rll, !liE 11. l■i M llENIEl Ei ARSE At ■ ■i■■■rm■r ■ ■■■'■Si'E■■ E■Z■ ■■ 11- f:. l a 1 / i / GS,P