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WS-14-1965Miami Shores Village SEP 0 9 2014 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 S�'�`,E 1d/�J % FBC 2010 r BUILDING Permit No. �/ PERMIT APPLICATION Master Permit No. Permit Type CB:UILDING ROOFING S. JOB ADDRESS: Ciiy: _Miami Shores County: Miami Dade Zip: 3;' Folio/Parcel#: i i Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): •::7'i�j 1 L� A"2� k'C e Phone#. Address: LJ1 Cit i ?1-lHi :> State: C zip: 3 S Tenant/Lessee Name: Phone#:...,' 47 '2r5_4 �__ . / � Email: A--) CONTRACTOR: Company Name: Phone#: Address: City: k V, LV\-,_ Qualifier Name: State Certification or Registration #: Contact Phone#: —Email Address: Zip: .53 Ll I -)L_ Phone#: 5--b I - q C)� --I- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: UAddition UAlteration UNew 19epair/Replace Description of Work: ElDemolition Color thru tile: Submittal Fee $ Permit Fee $ CCF CO/CC $ 1�1) Scanning Fee$ Radon Fee $ DBPR $ Bond $ �7:j Notary Training/Education Fee -0—i Technology Fee '5 Double Fee$ Structural Review $ TOTAL FEE NOW DUE $ �W , ' " *Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 inspectio ill not be approved and=reinspectionfeeed. Signature Signatur Owner or Agent Contractor The fore oing 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 PUBLI�: Notary Public State of Florida Fanny Leon Sign: y My Commission EE 219173 Of F Print: r � ve 4 k ��ti1 The foregoing instrument was acknowledged before himey-this day of 1 20 by _ 1G11?i PS D�C.Ut tel. who is personal known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: -� j . , , ,•. M commission sion Ex ices ki)i't.OM, -vS1ON t'r My Commission Expires. Y P EXPIF.' : , April 42, 45 Plans Examiner g APPROVED BY Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) I ..,Y" t"y Ocku ul I J"W"cation - Miami -Dade County Page I of 7 Address Owner Name Folio SEARCH: 1269 ne 98 st Suite PROPERTY INFORMATION Folio: 11-320"09-0260 Sub -Division: EARLETON SHORES PmPerty Address 1269 NE 98 ST Miami Shores, FL 33138-2562 Owner JAMES CARROLL &W ERICA RICHTER Mailing Address 1269 NE 98 ST MIAMI SHORES. FL 33138-2562 Primary Zone 1400 SGL FAMILY - 3001-3250 So Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY, I UNIT Beds I Baths / Half Floors Living Units Actual Area Living Area Adjusted Area http://www.mianiidade,gov/propertysearch/ 31210 1 1 1,920 Sq.Ft L--__-__ '7/?A11nlA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222061 Permit Number: WS -9-14-1965 Scheduled Inspection Date: October 27, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CARROLL, JAMES Work Classification: Door Replacement Job Address: 1269 NE 98 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1132050090260 Contractor: J&G CARPENTRY INC Phone: (561)333-5042 t3wiaing uepartment comments CHANGE OUT FRONT DOOR INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-219252. Need letter from Arch./ t Eng for structural attachment with 2 X if not on NOA Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 24, 2014 For Inspections please call: (305)762-4949 Page 10 of 20 REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 1 IN CARROLL RESIDENCE 1269 N.E. 98TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA N y1-0 DESIGN OPENING SQ. 0 -1 rn NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 36 80 20.00 m z O 1 60.0 1 -60.0 FRONT ENTRY - LSMI d r0 Mme -P �i 36" X 80" _ m C: m trl 7 REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 1 IN CARROLL RESIDENCE 1269 N.E. 98TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL I PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 36 80 20.00 1 4 1 45.3 1 -43.3 1 FL15255.5 1 60.0 1 -60.0 FRONT ENTRY - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 1 IN CARROLL RESIDENCE 1269 N.E. 98TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 04/09/2012 FA01 Wind 0-400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES MeanDESIGN Roof Tributary Area 5 Ft) j�eight 10 1 15 20 25 30 35 1 40 1 45 50 PRESSURES (PSF) -ZONE 4 -58.3 -56.6 RoofTributa -52.5 -51.8 -51.2 0 loft +45.3 Area S Ft +42.6 +42.1 +41.6 +41.2 +40.9 Heightjobta -61.7 -59.2 f�20 25 -46.4 30 -45.9 - -52.0 11 ft +46.1 +44.8 +44.0 9 - 7.1 0 -10 ft +41.2 -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 12 ft +46.8 +45.5 +44.7 1 +43.3 +42.6 -47.2 +42.1 -46.7 -4 +11ft -61.0 48 -57.8 -56.7 -55.8 -54.9 7 -47.9 +47.4 +46.2 +45.3 +44,6 +44.0 +43.6 +43.1 +42.8 +42.5 -64.3 -61.8 -60.0 -58:6 -57.4 -56.5 -55.7 -54.9 +44.0 +43.3 -47.9 +42.8 -47.4 -46. +12 H+ .8+46.85 INVAI 1 -TF N IR r`.FRTIFV`ATIr1N 5 -48.6 ft +45.2 +44.6 +44.1 +43.7 to:7.. +44.0 +43.4 +42.9 +42.5 -59.3 -58.1 -57.2 1.9 -55.6 )-51.4 -50.2; -49.3 -48.6 -48.0 - . 13 ft +47.4 +46. +45.3 +44.6 +44,0 +43.5 -65.8 + -61.4 -60.0 -58.8 -52.1 -50.8 16 ft +49.2 -49.2 -48.7 -48&- .8 +44.0 -66.5 14 ft -62.0 -56.1 17 ft +49.7 +48.4 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 -62.7 18 ft +50.2 +48.9 -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 15 ft 19 ft +50.6 +49.3 +48.4 +47.6 +47. 6.1 +45.7 +45.3 20 ft -68.4 -65.7 -63.8 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 16 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 24 ft +52.7 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft -65.2 -64.0 -62.9 -62.0 - 61.2 0 6.4 6 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +48.3 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft 0 +50.3 +49.8 +49.3 +48.9 +48.5+ -73.4 -70.5 -68.5 +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +50.4 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 -75.8 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20 ft +53.2 +52.6 +52.0 +51.5 1 +51.1 +50.7 !`- -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 +51.1 +49.8 +48.8 +48.1 +47,5 +46.9 +46.5 +46.1 +45.8 +52.0 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -74.8 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -69.7 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 +55.0 +54.6 26 ft -79.6 -77.3 -75.5 1 -74.0 -72.8 -71.7 -70.7 -69.9 60- +61.9 +60.2 +59.1 +53.5 +52.1 +51.1 +50.3 +49.7 + -5 -58.8 -57.3 -56.3 -55.5 -54.9 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 + -59.5 -58.0 -57.0 -56.2 -55.6 -5 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 + -60.5 -59.0 -58.0 -57.2 -56.5 -5 . 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 -61.4 -59.9 -58.8 -58.0 -57.4 - 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 -62.5 -61.0 -59.9 -59.1 -58.4 -57 - 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -63.8 -62.3-61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -65.0 -63.4 -623 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 55 ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -67.1 -5 65. -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60 ft +61.4 +60.2 +59.1 +58.2 1 +57.4 +56.8 +56.3 1 +55.8 +55.4 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributary Area 5 Ft) j�eight 10 1 15 20 25 30 35 1 40 1 45 50 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 0 loft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 11 ft +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44,6 +44.0 +43.6 +43.1 +42.8 +42.5 -64.3 -61.8 -60.0 -58:6 -57.4 -56.5 -55.7 -54.9 -54.3 14 ft { m )�(J H+ !T� INVAI 1 -TF N IR r`.FRTIFV`ATIr1N +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44,6 +44.2 +43.9 +43.5 -65.8 -63.2 -61.4 -60.0 -58.8 -56.2 -55.5 16 ft +49.2 +47.9 +46.9 + - .8 +44.0 -66.5 -63.9 -62.0 -56.1 17 ft +49.7 +48.4 +47.4 + - 5 4.8 7.4 +44,5 -56.7 -67.2 -64.5 -62.7 18 ft +50.2 +48.9 +47.9 + +44.9 -67.8 -65.1 -63.3 -6 .7 -57.2 19 ft +50.6 +49.3 +48.4 +47.6 +47. 6.1 +45.7 +45.3 20 ft -68.4 -65.7 -63.8 - 7.7 +51.1 +49.8 +48.8 -69.6 -66.8 -64.9 -63 -58.7 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 - 61.2 0 6.4 6 ft +53.5 +52.1 +51.1 +503 +49.7 +49,1 +48.7 +48.3 +47.9 - 72.5 -69.7 -67.7 -66. -64.8 •63.7 -62.8 -62.0 -61.2 28ft 0 +50.3 +49.8 +49.3 +48.9 +48.5+ -73.4 -70.5 -68.5 -66.9 -65.6 64.5 - .635 -62.7 -62.0 +54.8 +53.4+52.4 +51.6 +50.9 +50.4 +49930ft . +49.5 +49.1 -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 1 +50.7 +50.3 +49.9 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 763.9 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 1 +51.1 +50.7 !`- -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 40ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 1 +55.0 1 +54.5 +54.1 1 +53.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 55 ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -82.8 -79.6 -77.3 -75.5 1 -74.0 -72.8 -71.7 -70.7 -69.9 60- +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WIND VELOCITY = 175 MPH I MRH:5 61Y EXPOSURE IDr BASED ONKd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TOWE SE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRIWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COTH THESE TABLES. 2. TABLES VALID OOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F LPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 100 SHAR AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF 5. ALWAYS ROUNDE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIG IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP T ,/� a ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- URAL MULLS. IF THE TRIBUTARY AREA OF AN OPE - E;� CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH SH D, RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. S. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND ORWINGELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE NNO VERIFIED BY THE GOVERNING BUILDING DEPARTMRRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE 5. THIS SPECIFICA I ANY PRODUCT APPROVED CERTIFICATION. RETED TEST CRITERIA AND OTHER APPROVALS FOR DEION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T VCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALLEM ORDINANCES. 7. NO CERTIFICATIOTY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS RH, PEAK ROOF WHICHEVER IS SMALL CF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 O jR QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a EAVE HEIGHT a a µ ROOF I 1 HEIGHT 5 5 ® I 5 //a��55 ® 4 ar ELEVATION - O O WALL ZONE FIGURES /� f ISO TRI D y�f O D Q REMARKS CHKD DATE 2010 FLORIDA BUILDING CODE ENGINEERING D / oz r- GSSDRW INIT ISSUE GSS TSB 03/05/12 m m 3 c> EXPRESS Z < REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 m •• � ASCE 7-10, CHAPTER 30 � �'�"�`"" n DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 om - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m`, a -I to Q °° z THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART PH: (954) 354-0660 FAX: (954) 354-0443 2 7u Om f O -P Z �% v O WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE 7 - 1 WW W . E N G EX P. CO M CERT OF AUTH #9885 ! O Z // r- O IV v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND i { m )�(J H+ !T� INVAI 1 -TF N IR r`.FRTIFV`ATIr1N . Florida Building Code Online rAZMWA=ZWA223MWA2M= � SCIS Home Log In User Registration j Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search I I � Busine� " I Pro essj I rilk6 Product Approval , I *USER: Public User Regulation Product Approval Menu > Product or Application Search > Af2plication List > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Referenced Standard and Year (of Standard) FL15255 New 2010 Approved Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253) 875-7300 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I" Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. 11 Validation Checklist - Hardcopy Received FL15255 RO COI Certificate of InclependeaggQ_df Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM G155 TAS 201, 202, 203 Year 1996 1999 2003 2004 1994 http://ww-Nv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQRNoHl'cKozN,,. 7/16/2012 . Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL15255 RO Equiv Of Standards.pdf Method 1 Option D 02/26/2012 04/13/2012 03/08/2012 04/18/2012 Page 2 of 5 ... iummary of Products Go to Page (0 0 0 Page 1 / 2 FL # Model, Number or Name Description 15255.1 a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST 15255.1.1)df Approved for use outside HVHZ, Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other; See INST 15255.1 for Design Pressure Ratings, FL15255 RO AE Eval 15255.1,pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars, 15255.2 lb. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Continuous Head and Siff Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255,2,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 15255.2 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.2.pd any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.3 c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.3..pdf Approved for use outside HVHZ: Yes Verified By, Lyndon F. Schmidt, P.F. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 15255.3 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.3.pd any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. 11 15255.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Configurations (XX; OXXO) 1limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 ROIIINST 15255.4.pd Approved for use outside HVHZ* Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.4 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.4.pd any additional use limitations, installation instructions Created by Independent Third Party; Yes and product particulars. http:llwww.floridabuilding.orglprlpr_app_dtl.aspx?param=NvGEVXQwtDqv3yVVKJZIQRNoHTeKoz,N'... 7/16/2012 Florida Building Code Online Page 3 of 5 littp://NNT"rw,floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQNAtDqv3yVVKJZI QRNoHTeKozN... 'x/16/2012 15255.5 e. Fiberglass Door 618 Single Glazed "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes ELL52S5RO II INST 15255.5.pdf Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.5 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.5.r)d lany additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars, I VtTyldt)�:, UU01 a 0 z� lyltf U CIL erylabb L)= Wllffi�"M]PdU Sidelite or Sidelites - Outswing Continuous Head and Sill Configurations (OX or XO; OXO) -Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST 15255,.6.nd Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A lEvaluation Reports Other: See INST 15255.6 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.6,odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.7 g. Fiberglass Door 68 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Limits of Use Installation instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST 15255.7.1)df Approved for use outside HVHZ- Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255,7 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.7.1)d any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.8 h. Fiberglass Door 68 Double Glazed "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST 15255.8.0f Approved for use outside HVHZ-. Yes Verified By: Lyndon F, Schmidt, P.E, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports Other: See INST 15255.8 for Design Pressure Ratings, FL15255 RO AE EVAI_ 15255.8.rd lany additional use limitations, installation instructions Created by Independent Third Party: Yes f and product particulars. j 15255.9 i. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door - Outswing / Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO Il INST 15255.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: See INST 15255.9 for Design Pressure Ratings, FL15255 RQ AE., EVAL 15255.9.pd any additional use limitations, installation instructions Created by independent Third Party, Yes and product particulars. 15255.10 j. Fiberglass Door 68 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or X0; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.10.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.10 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.10,pcl any additional use limitations, installation instructions created by Independent Third Party: Yes Mand product particulars. 15255A1 Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing littp://NNT"rw,floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQNAtDqv3yVVKJZI QRNoHTeKozN... 'x/16/2012 Florida Building Code Online Page 4 of .5 http: //wNvw. floridabuiWing.org/pr/pr_app_dtl.aspx`?pararn=wGEVXQNNtDgv3yV VKJZ I QRNoHl'eKoz.N... 7116/2012 Configurations (OX or XO; OXO) Limits its of Use Installation Instructions Approved for use in HVHZ: Yes FLIS255 RO II INST Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15255.11 for Design Pressure Ratings, FL15255jk_0A any additional use limitations, installation instructions Created by independent Third Party: Yes and product particulars. 15255.12 1. Fiberglass Door 68 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST IS255.12.t)d Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.12 for Design Pressure Ratings, FL15255 ROAEEVAL 15255.1-2,P-d—f any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars, 15255.13 m, Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) ILimits of Use Installation Instructions Approved for use in HVHZ.- Yes FL1S255 RO II INST 15255,13.i)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 15255.13 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.13,I)d any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars, 11 15255.14 n, Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing I Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL.15255 RO 11 INST 15255.14.r)d Approved for use outside HVHZ-. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.14 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.14.pd any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidellte or Sidelites - Outswing Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ; Yes I FL15255 ROS — — -15 15.p IjI NT 255�ff --- Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.15 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.15.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.16 p. Fiberglass Door 68 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST 15255.16.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.16 for Design Pressure Ratings, FL15255 RO AE EVAL 1.5255.16.pd any additional use limitations, installation instructions Created by Independent Third Party; Yes and product particulars. A 111152557 -- -------------- s Door 8`0 Single Opaque "Non Impact" Fiberglass Door - http: //wNvw. floridabuiWing.org/pr/pr_app_dtl.aspx`?pararn=wGEVXQNNtDgv3yV VKJZ I QRNoHl'eKoz.N... 7116/2012 Florida Building Code Online Page 5 of 5 1L_ Outswing / Inswing Configuration (-X-)--- Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL15255 RO 11 INST 15255.17.12df Approved for use outside HVHZ- Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.17 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.17.1)df lany additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255,18 r. Fiberglass Door 8'0 Single Opaque "Non -impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions �, Approved for use in HVHZ: Yes FL15255 RO II INST 15255.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes �Evaluation Design Pressure: N/A Reports Other: See INST 15255.18 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.18.r)d any additional use limitations, installation instructions Created by Independent Third Party: Yes j and product particulars. i 15255.19 s. Fiberglass Door 8'0 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use i;;i;iiation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255,19.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.19 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.19.r)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars, 15255.20 t. Fiberglass Door 8'0 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO 11 INST 15255.20,pd Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15255,20 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.20,gdf liany additional use limitations, installation instructionsJ� c eated by Independent Third Party: Yes and product particulars. _ Go to Page Page I / 2 0 0 . ..... .... . Back Next �a 1940 North Monroe Street, Tallahassee FL 32399- Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. : : Privacy Statement :: Accessibility Statement !: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail, If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webfn_asterCo)dbi2r.§tatt.fl.!As. Product Approval Accepts: W*4 gig E Norton http:llwww.floridabuilding.orglprlpr�_app_dtl.aspx?param.=wGEVXQu,tDqv3yVVKJZIQRIN'oliTeKoy.N... 7/16/2012 R W R W Building Consultants, Inc. Consulting Engineering Services for the Building Industry B C, Z:� C P.O. Box VAO Valrico, FL 33595 Phone 813,659,9197 Florida Board of Prof6sioiial Engineers Certificate of Authorizatic)n No. 9813 Certificate of Ifidependence RW Building Consultants and Lyndon V Schmidt,, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 434f19 February 1, 2012 RAAdmin Docs\Ccriificatc of IndependenceAw Sheet t of 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 February 29, 2012 To Whom It May Concern: FL -15255 Equivalency of Standards ASTM D 635-03 Eaulvalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03, It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc, that ASTM D 635-03 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM G 155-04 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM 0 155-04. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc, that ASTM G 155-04 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 2010 Florida Building Code, Lyndon F. Schmidt, P.E. FL No. 43409 CA No. 9813 4621192nd STREET EASY TACOMA, WA 98446 IMPAU'DOOR OUTSWING GENERAL NOTES t, This product has been evaluated and a in cowocfece with the 2010 Ftorido Building Code (FBC) structvral requirements induding fhe IfighVelocity Hurricane Zane' JHVHZ), 2, Product onchors shall be as Wed and spaced cis shown on details. Anchor embedment to base material sholl be beyond wal dressing or stucco. 3. Whenused in the "F,'VHL- this product complies with Seation 1626 of the FWda Bukdiqg Code and does not req ke on impact resistant covering. 4. When used in oreos outside of the 'HVtT reqkinq wind tome-- debrs Nritec' tion #,k product ccmp&-,5 wft Section 1609, 1.2 of the FSC and does not require on irnp act resistant covering. ft product meets mLqk levetV and includes V(nd Zone 4 as defn---d in ASTM EM6 and Secttm 16M 1.2.4 of the FBC. S. For 2x stud Homing romstrucficn, anchoring of these units shag be the some as that shown for 2x buck masortry construction. 6. Site conditions that deviate from the detags of this Rai ng require hxffy?r engineering a,sis by a licensed engkiew or registered arcNtect. 7. This p"tjci meetwater Infiltration requirements for -4VHr 37.W MAX. O-A- FRAW WK)*4 DOOR WffH RECTAU"LAR Uff 37.5T MAX 0.k FRAME WIDTH jJt A/z0 fl LM -11, jwlqic N,TS. I I— SY, jfi 1••?L-15255.5 Ml -L or a 35.75" MAX. PANEL MOTH 21.00" I 1DOORPANEL DOOR DETAIL I CG,3 =G2Gl PVC ME CA? EXTERIOR LOCK BLOCK 0.37' ;HARDWARE iART PO' —'RETH — \; FOAME HSERGLASS YARN REINFORCEMENT / f �VL 2FIBERGLASS SKIN EE ,ETAIL I STRUCTURAL SILICONE (TYP, 4 PECS.) SEE OPTIONS BELOW .S' GLASS BYTE I'Q.A-THKGlASS .-- 1181TEMPEREE) PVC STILIE LVL STILE cA7, I1 a 14117 — Top RAIL LVL/COMP, A3� S" GLASS BYTE " KWIKSET STRUCTURAL SILICONE f I'O-A. THK GLASS DEADSOET: SIGNATURE SERIES (180) lkqk MP, 4 PLCS.) SEE 118'TEMPERED OPTIONS BELOW sGLASS 2" w! 'IIT ANNEALED GLASS AIR SPACE PVC COMPOSITE BOTTOM RAIL I ff ANNEALED G1 'ASS i O.W PVB INTERLAYER #8 X 1-1187 SELF I DUPONT BUTACITE OR CAPSTONE EXTERIOR INTERIOR j THREADING SCREWIfW ANNEALED GLASS PVCIALUM. OR POLYPROPYLENEIALUM. COMBINATION GLAZING SPACER CG-2_�IING DIT�Afl GLASS STRJCTURAL SIUCONE AIR SPACE flY?. 4 PLCSj SEE HREADING SCREW ALUMINUM & BUTYL SPACER SYSTEM GLAZING DE',Aft 1 y" A3 USl GLAZED FRAME MAHOGANY LITE FRAME ABS or ASA QP.IONSBELOW I IF ANNEALED #8 X 1-1/8"SELF J_ GLASS HREADING SCREW 0409T fVB INTERLAYER DUPONT BUTACTE OR CAPSTONE 1,18*ANNEALED GLASS ALUMINUM & BUTYL SPACER SYSTEM .5" GLASS BYTE l'O-A-TI-IKGlASS I Ar TEMPERED GLASS AIRSPACE ,& GI VWGDI�TAII HARDWARE CHART MANU FAI MIREtMODEL " KWIKSET KNOB: SIGNATURE SERIES - LVL I RAIL DEADSOET: SIGNATURE SERIES (180) lj8"ANNEALEDAA " GLASS - LVL I RAIL 0.090' M INTERLAYER lkqk DUPONT BUTACITE OR CAPSTONE w! 'IIT ANNEALED GLASS PVC COMPOSITE BOTTOM RAIL STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE (4P') J2 VERTICAL CROSS SECTION DOW 995 STRUCTURAL SILICONE 2 SILICONE BY DONGYANG SILICONE CO. I N.F.S. sv JK LFS FL— 15Z55,5 2 35.75'MAX. PANEL WIDTH Isw MAX DLn Ed z < ( LVL STILE ((;3 MG2Gl PVC STILE CAP EXTERiOR LOCK BLOCK - 1,61- 0,32' RDWARE I 0001 PANEL -- FOLYUREIHANE ovd Ile \"FOAMED FIBERGLASS KNOB: SIGNATU;Rf $Etii YARN DEADUM, SIGNATURE SERIES (980) ff REINFORCEMENT ca c3 S I fir TEMPERED GLASS EXTERUR INIIROR aN AIR SPACE kErAlL 2 FIBERGLASS DECORATIVE INSERT SKIN DETAIL I HARDWARE CmAkt, MANttfACrilREk AWM KWIKSEt KNOB: SIGNATU;Rf $Etii 7 DEADUM, SIGNATURE SERIES (980) INTERIOR HORIZONTAL CROSS SEC170H PVC STILE CAP 7 BUTYL I"OA THK GLASS v ca c3 S I fir TEMPERED GLASS EXTERUR INIIROR aN AIR SPACE DECORATIVE INSERT coo AIR SPACE I j6'ANNEALED GLASS 2.,e TOP RAIL -.09T PVB INTERLAYER LVIUCOMP. DUPONT BUTACITE OR CAFSTONE V E STRUCTURALSIUCONE 1 Ar ANNEALED GLASS (TYP. 4 PECS,) SEE OPTIONS BELOW ALUMINUM I-- S, GIA.SS Byt E BUTYL I"OA THK GLASS v ca c3 I fir TEMPERED GLASS EXTERUR INIIROR aN AIR SPACE DECORATIVE INSERT coo AIR SPACE I j6'ANNEALED GLASS -.09T PVB INTERLAYER DUPONT BUTACITE OR CAFSTONE V STRUCTURALSIUCONE 1 Ar ANNEALED GLASS (TYP. 4 PECS,) SEE OPTIONS BELOW ALUMINUM 04) GLAZING DETAIL - STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE (4FQ DOW 995 STRUCTURAL SILICONE SILICONE BY DONGYANG SILICONE CO. 6 LVL PAII t _J Pvc COMPOSITE RAIL �22 7 �12 N.TS, 1.64" :Awl ay, JK m LFS 2 VERTICAL CROSS SECTION !-L-15255.5 SHM 3 OF a -=� l -1 IC MIN. 4 T 2 EMB. ;W.j L 3 5 —t 2 3 (�PC_ gm N jjj fa>n 'b V, INTERIOR 1 E r 1 < s E LLA i U rr` i EXTERIOR " l w 3 HORIZONTAL CROSS SECTION e t-1IN' MIN . Shown w/IXAb-tArck 1- ICWN. N a a Ergs. IrrP.} — � 3 4 Ewa, frrp.} � � o 0. s ^; J� ca C'SENK C x NK 7 {+— � C ; - v, INTERIOR INTERIOR \ �i o 12 40 t 4 Z o i U� t2b EXTERIOR EXTERIOR23 604 k24S z/27 `t2 z B i $ 'ti/ owc. BY: JK m' E cmc. sr: LFS 3 1 HORIZONTAL CROSS SECTfON Z HORIZONTAL CRtiSS S€Cifd?N DMWM FL— i 5255,5 " sr�s 4 ov S EXTERIOR INTERIOR 3� VERTICAL CROSS SECTION EXTERIOR --LAX— INTERIOR VERTICAL CROSS SECTION Shown wl)X sub -buck EXTERIOR r4—"\ VERTICAL CROSS SECTION KT75u ng sil�� aE N —TS. BY, LFS FL -152,55,5 0 �v 5 or 8 INTERIOR VERTICAL CROSS SECTION EXTERIOR INTERIOR 3� VERTICAL CROSS SECTION EXTERIOR --LAX— INTERIOR VERTICAL CROSS SECTION Shown wl)X sub -buck EXTERIOR r4—"\ VERTICAL CROSS SECTION KT75u ng sil�� aE N —TS. BY, LFS FL -152,55,5 0 �v 5 or 8 EMIR-7we MASON OPENIN d SEE HINGE DETAIL 2 SEE HINGE DETAIL I BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of ecgial concrete anchors from a different supplier may have different edge distance and center distance requWarrients- 2. Concrete anchor locations of the corners may be adjusted tomufntain the m,n. edge dis, rance to mortarjoints. If concrete anchor Locations rioted as 'MAX- ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX- ON CENTER" dimensions are mt exceeded, 3. Concrete anchor fable: ANCHOR TYPE ANCHOR SIZE EMBEDMENT,' �IlAr MIN CLEA NC RA , E TO MASONRY ED(�;f MtH. CLEA RANCE TO ADJACENTANCHOR ITW lic 1-1/4, 2-1/T' IX BUCK ELCO TYP. HEAD 4" ITW 3/16- I -lie MASONRY OPENING Typ. SILL FRAME ANCHORING HINGE DETAIL 1. BUCK BUCK 6- [TYP.) L)2X BUCK IX BUCK TYP. HEAD 2X BUCK J AND JAMBS rI DOOR tt < FRAME Y MASONRY OPENING Typ. SILL FRAME ANCHORING HINGE DETAIL 1. BUCK BUCK RTATWE Ulll zzalgiam 2X BUCK I X BUCK N.T.S. BY" LFS FL -15255.5 z min Y W 42X BUCK z1X BUCK (�23 STRIKE PLATE DETAIL RTATWE Ulll zzalgiam 2X BUCK I X BUCK N.T.S. BY" LFS FL -15255.5 4,W 2,39 - AO AND JAMAWood i ---2.44"-- HEAD AND Al! 2 c (D_WD AND IMII PVC I 80 > SAIKEY, LEFT SCALL' fXWE SCALE, NOW I 4.56" 1.2T 144 O 0 0 0 Ey DETAAS 8=0� SCAE N.T.S. I - =JK : I LFS� FL -15255.5 _7 o, S. BILL OF lMATERIALSrie �ami oacRMt10N ldASt7Uu ZM3P Ow 4 ol�2 A �� ; 7 x Bucy SG, >= 0.55 woad Q B 2X BtlCK SG >= 4.55 FYQOQ C 1I4"MAX, SHfM SPADE - »> : o D 1!4" X 2-3t4" PfN ELCfl OR ITi"1 CONCRETE SCREW STEEL a " o E MASONRY - 3.142 PSI MIN. CONCRETE CONFORMING TO AGI CONCRETE �m 301t OR HOLLOW BLOCK CONFORMING TO ASih4 G40 g `o LL _ F i /4 X 3-3/4° PFH tiNt CONCRETE SCREW STEEL 0 o n` maamg ro —Ti 714" X 3-1/4' PfH ITVr' CONCRETE SCREW STEEL � J #s x 2-i(e' PfH ws � STEEL E t� GV �t #8 X 2-1(2" PFN W5 STEEL ? M 3715 X 3-IX PFN iTw CONCRETE SCREW STEEL P i (4" X 2-3J4" FfH EICa OR iTW CONCRETE SCREW SiEEI I JAMB (FINGER-JOINT PINE - SG >-0.42) WOOD 2 JAMS PVC 3 JAMB fiBERGtASS,/COAAP z - 8 #bX1-I(4PFHi7RYwAl.ISCREW STEEL v� w 12 WEATHER STRIP QEBDoSd Q-l.aN - --- 18 3.483"X 4.p" M!N O.Q4$" THICK w S=EE STEELGf m a 14 Sl1lKEY PC/ASA---- z 23 DEADBaLT STRIKE PATE 5?EEL F) f KI 23 STRIKE PLATE STEEL a o 24 25 aUiSWlNG HlGN-DAM THRESkOtD ALUMINUM wl COAAPOS€7ESUBSTRATE STEEL ALUM.( COMP. m 2b #;' X 1.ff PFN WS STEEL-27 OUTSW(Nv THRESHOLD ALUM€NUM Wt GGNPOSlTE SUtsSTRATE ALUM.l COMP. 40D�.X?R Fh.NEL -SEE DOOR PANEL DETAIL SHEEP FOR —CONSTRUCTION DETAILS fi E I I 1 Az tl antE Q' 27/f2 x-Am N.T.S_ ° . ar JK m' crl ar LFS 3 � oenrsNc wo.: FL-75255.5 0 srm 8 ov $ - b4 #8 X 7' PfN WdOD SCREW STEE€. W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry C P.O. Box 230 Val,ico, F1, 33595 Phone 8 13,659,9197 Florida Board ofProfessional Engineers Certificate of Authorization No, 9813 Product Category Sub Category Manufacturer Product Name Swinging Trinity Glass International Glazed Fiberglass Exterior Exterior Door 4621 192nd St. East "Impact" Door Doors Assemblies Tacoma, Washington 98446 Outswing I I Phone 235-875-7300 Facsimile 235-875-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No, 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBG) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609,1.2 of the 2010 FBG and does not require an impact resistant covering. This product meets missile level 'D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2,4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15255.5 require, further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for "HVHZ". 8. See drawing FL -15255.5 for size and design pressure limitations, Supporting Documents: 1. Test Report No, Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201, 202, 203-94 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. TEL 06-0918-1 TAS 201, 202, 203-94 Testing Evaluation Lab.,Inc. Wendell W. Haney, P.E. TEL 08-01370020 TAS 201, 202,203-94 Testing Evaluation Lab.,Inc. Wendell W. Haney, P.E. TEL 01370051 TAS 201, 202,203-94 Testing Evaluation Lab.,Inc, Lyndon F. Schmidt, P.E. TEL 01370079 TAS 201, 202, 203-94 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. TEL 02010411 ASTM G155 -04,G158-02 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. TEL 01470099 ASTM 02843-99 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,In(,,, Lyndon F. Schmidt, P.E. 2. Miami -Dade NOA Materials Testing 11-0624,01 DuPont PVB Interlayer 3, Drawing No, Prepared by Signed & Sealed by No. FL -15255.5 RW Building Consultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5, Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.F. FL PE No, 43409 2/29/2012 PF 1089 Sheet I of 1 I! =: =: SPECIAL SERVICES CUSTOMER INVOICE Pa g e 1 of 5 iV0- UL5i-JJ41U4 REF 0 z ` Store 0251 N MIAMI BEACH Phone: (305) 940-6503 I UM 0 ~ 1245 NE 163RD STREET Salesperson: RXA689 EXTENSION S0801 r= NORTH MIAMI BEACH, FL 33162 Reviewer: , w M£rre PNwe REPRINT N N CARROLL JAMES (305) 751-3295 DELIVERY INEORMATION: DELIVERY DATE: INSTALLER WILL SCHEDUL –_ 4- -- -- N Aare°5 1269 NE 98TH ST n�`�Pr `$ (305) 978-8757 - - ---- -- o — - CcnCfl�y Vale N C'. - Jab �escris6o,. MIAMI SHORES CRAFTMAN FG DOOR .. X – – – 201407-2318:11 S.FL zR 33138 °°jn'y _MIAMI-DADE _-- _--- wo — %n No %0 INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY r to limit the quantities of merchandise soldrtocustohe mersht REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU _ CITY UM – __– DESCRIPTION ------- —F PI TAX P2KI V EXTENSION RO3 •. 0000-155-400 3.00 EA;1X6-8FT PT WEATHERSHIELD fA a 5.17 $15.51 R A 0000-191-209 1.00 EA: 11116 X2-114 PFJ WM327 CAS SET S15.97 $15,97 R07 0000-640-064. 1.00 EA BW NAUTICA X_TOBIN HSET SATIN NICKEL N $169.00 $169.00 S/0 - MDSE TO BE DELIVERED: REF # S08 ESTIMATE V_ DATE: 08/13/2014 P.O. #51517_561 REF 0 SKU__ i QTY I UM _ _ DESCRIPTION PI TAX, PRICE EACH I EXTENSION S0801 0000-879-769 1.00 EA INA/ IMPACT ENTRY DOORS ENTRY DOOR 37.5 X DOOR37.5 A X 80.51MPACT ENTRY DOORS N j S1,173.00 51,173.00 _ DELIVERY INEORMATION: DELIVERY DATE: INSTALLER WILL SCHEDUL –_ --- – NOTE: UPON RECEIPT OF ALL SIO MERCHANDISE - INSTALLER L CUSTOMER TO SCHEDULE INSTALL DATE— – – �� 3 --- w 0 NO �o 4" v v v�NOD � Check your current order status online at w%+rnf.homedepot.com/orderstatus N tT SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: CARROLL Page 2 of 5 No. 0251-534794 INSTALLATION #1 REF # 101 --^--- ESTIMATED INSTALL BEGIN DATE: 07/21/2014 ESTIMATED INSTALL END DATE: 0,8/20/2014 MERCHANDISE TO BE INSTALLED: REP # SKU , QTY iiM DESCRIPTION R03 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD R04 0000-191-209 1.00, EA 11/16 X2-1/4 PFJ WM327 CAS SET R07 0000-640-064 1.001 EA BW NAUTICA X TOBIN HSET SATIN NICKEL _ S0801 0000-879-769 1.00 EA IMPACT ENTRY DOORS ENTRY DOOR 37.5 X 80. BASIC INSTALLATION LABOR: SKU DESCRIPTION _ QTY i UM TAX _ PRICE EACH TEXTENSION 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 ^IEA N $287.00. $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION _ DESCRIPTION QTY UM lTAX PRICE EACH EXTENSION 1HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)! __ 1.00 ___ EA: N 15.00 __15.00 22 UPCHARGE FOR HARDWOOD OR STAIN GRADE MATERIAL OR PREFINISHEODQOR/ 1.00 EA' N $125.00 FOR IMPACT OR INSULATED GLASS UP TO 36' WIDE X 96" HIGH/ 5125.00 23 UPCHARGE 1.001----!A N $90.00 $90.00 v INSTALLATION SITE NAME: I CARROLL, JAMES _ INSTALL LABOR CHARGE: $517,00 ADDRESS: 1269 NE 98TH ST _ _ TRIP CHARGE: S0.00 CITY: MIAMI SHORES _ STATE: FL _ ZIP.- 33138 CREDIT FOR DEPOSIT/MEASURE: x$50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N ! $467.00 PHONE: 305 751-3295 ALTERNATE PHONE: 305 978-8757 BASIC INSTALLATION LABOR INCLUDES: OF THE NEW DOOR WHEN THE CASING.rrRiM IS THE SAME SIZE OR 'DELIVERY WITHIN 30 MILE RADIUS OF STORE WIDER (CUSTOMER PROVIDES) REMOVAL OF EXISTING DOOR UNIT 'INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MINOR CHIPS 'INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER ' INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAULKING — — — _ 'PRE -HUNG DOOR UP 7_0_72X96 INCLUDES DOUBLE DOORS AND DOORS _ ___ _ — — — — __ --- "" CONTINUEO ON NEXT PAGE... N N L4 .- a SPECIAL SERVICES CUSTOMER INVOICE - Contnued INSTALLATION #1 ( Continued) 'INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) 'ADJUST DOOR TO ENSURE PROPER OPERATION DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS EXISTING DOOR 'INSTALL NEW INTERIOR CASING AND EXTERIOR TRIMIBRICKMOLD Last Name: CARROLL Page 3 of 5 NO. 02551-534794 — WITH SIDELIGHTS — FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION 'FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON CARE AND?OR TEST PRODUCT TO ENSURE PROPER OPERATION UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMRIWIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCT R AL ODIFICTALL h IONS M T T BE APPROVED BY REGIONAL SERVICES MAN PLASTER, DRYWALL OR SIDING WORK ELECTRICAL WORK STUCCO PATCH GREATER THAN A", PAINT AND STAINING WORK ON SUNDAYS OR 14OUDAYS INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULARTRANSOM LITES NOT PART OF PRE-HUNODOOR UNIT SPECIAL NOTES: IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO. IT WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. 'ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA IT MAY BE NOISY DURING YOUR INSTALLATION 'THE INSTALLER WILL BROOM CLEAN THE IIAMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. 'AN DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE). DELIVERY AND INSTALLATION 'ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED AREA PRIOR TO 0 N M x w 0 �O 140 4L 011 'ADDITIONAL CHARGES AT THE JOBSETE MAY BE NECESSARY TO COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE W WITH LOCAL ANDiOR STATE CODES vii " IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER. %0 TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED CHARGEWHICH MAY NOT BEAVAILABLE FROM HOME DEPOT SO THE J\ CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. 0% 'CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING v SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES i MAINTENANCE INFORMATION. 'THE 114STALLER MAY DECLINETO INSTALL THEJOB IF IN THEIR PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE OR CANNOT BE PER *** CONTINUED ON NEXT PAGE... SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: CARROLL Page 4 of 5 NO. 0251-534794 INSTALLATION #1 _ (Continued) _ REF #101 CHI1.l:iREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA FNn [1F INCTaI I All INSTALLATION #2 REF # 106 _ ESTIMATED INSTALL BEGIN DATE: 07/21/2014 ESTIMATED INSTALL END DATE: 08/20/2014 —y BASIC INSTALLATION LABOR: _ SKU DESCRIPTION _ G?TY UM _ TAX PRICE EACH EXTENSION , _ 0000-114 BUILDING MATERIALS PERMIT FEE -NAT! 1.00: EA N $0.01 $0.01 -442 _ __-- OPTIONAL LA BOR SELECTED INCLUDES:_ _ _ V OPTION DESCRIPTION _____ QTY UM TAX�PRICE EACH EXTENSION_ 5_ PERMIT AND ADMINISTRATIVE FEE (QTY X 1.00)! _ _ 300.00 EA N $1.00 $300.00 INSTALLATION SITE NAME: I CARROLL, JAMES _ INSTALL LABOR CHARGE: $300.01 :ADDRESS: 1269 NE 98TH ST _ TRIP CHARGE:` CITY: MIAMI SHORES_ STATE: FL _ _ ZIP: 33138 CREDIT FOR DEPOSITlIVIEASURE: $0.00: COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N_— LABOR - N S300.01 PHONE: 305) 731-3295 ALTERNATE PHONE: (305) 978-8757 INSTALLER SPECIAL INSTRUCTIONS: fl 15255.5 for permit — BASIC INSTALLATION LABOR INCLUDES: —� 'ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER. THE INSTALLER WILL FEES: ENGINEERING, WIND LOAD CALCULATIONS: RECORDING. ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER_ DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY. -7 PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBS17E -_ SPECIAL NOTES: — CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE -- IN FULL_ NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. 'CONTINUED ON NEXT PAGF •*• O N M x w 0 %0 0 w 0 %0 0 4- o� v v w 0% SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: CARROLL INSTALLATION #2 (Continued) _ REF #106 ,:THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HFiS. WILL BE REFUNDED 'OTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id (PI): A: 90 DAYS DEFAULT POLICYW�N.NN.N.Mi.N.N.NN.N.W.N�M.IN�N�N.�N�NMN�N�M/.NN..N; 'The Home Depot reserves the right to limit/ deny returns. Please sea the return policy sign in stores for details.' N Page 5 of 5 No. 0251-534794 REFUND OWED 1 �-I o ! N . 1T1 - m x 4_0.49 0 0.00 40.49 51.00 a LA 0 �n SO NO v, v V 07/23/2014 WED 19:46 FAX 0001 ********************* *** FAX RX REPORT *** ********************* RECEPTION OK JOB NO. 0000 DESTINATION ADDRESS UNKNOWN PSWD/SUBADDRESS DESTINATION ID ST. TIME 00/00 00:00 USAGE T 00,00 PGS. 0 RESULT OK