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WS-12-1538Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177343 Permit Number: WS -8 -12 -1538 Scheduled Inspection Date: September 19, 2012 Inspector: Bruhn, Norman Owner: MARTINEZ, AURELIO PEDRO Job Address: 999 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060350010 Phone: (561)333 -5042 Building Department Comments CHANGE OUT TWO DOORS. (FRONT AND SIDE DOOR) Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 18, 2012 For Inspections please call: (305)762 -4949 Page 10 of 27 • 2 30" X 80" LACE DOORS IN 2 OPENINGS ONLY. ()ORS TO BE IMPACT RESISTANT- AN E SHUTTERS NOT REQUIRED. BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 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 3/16" 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 3 IN MARTINEZ RESIDENCE 999 N.E. 94TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN OPENING PRODUCT DESIGN SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. W HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 36 80 20.00 4 38.2 -41.6 FL15558.1 66.7 -70.0 LSMI 2 30 80 16.67 4 39.0 -42.4 FL15558.1 66.7 -70.0 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 3/16" 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 3 IN MARTINEZ RESIDENCE 999 N.E. 94TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - 4:42pm gabriels F: \01 Project Fifes L,2010- MPS\400 Wind Charts\_Reference \00 -MPS10 -400 Series C8C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Hell ht DESIGN PRESSURES (PS - ZONE 4 10 20 � Tribute Area • Ft 40 45 ill_ wsi 30 30 al -53.6 1r 0 -15 ft _ +40.1 +39.0 38 2 37.7 +37 +37.2 - 45.8 e " 'R. '.-41131"77 -mot+ +40.1 +39.0 �4D6 +37.7 +37.2 +38.2 +37.7 +36.1 +35.9 6• ',r -50.7 - 44.6 - 43.5 - 42.8 - 42.2 - 41.7 -4-`` ' o +40.6 +39.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 [ -52.9 -51.4 -50.2 - 44.0 - 43.3 - 42.7 - 42.2 -46.5 w• 3+ +40.0 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +36.8 `" w.+./. i 19 ft 45.7 +42.1 -44.6 41.0 -43.8 +40.2 -43.2 +39.6 -42.7 +39.1 -42 +3 8.7 r +40.5 20 ft -46.2 42.6 - 45.0 +41.4 -44.2 +40.6 - 43.6 40.0 - 43.1 +39.5 - 42.7 +39.1 - 42.3 +38.7 -42.0 +38.4 -41.7 +38.1 21 ft -46.6 +43.0 - 45.5 +41.9 -44.7 +41.1 - 44.1 +40.4 - 43.6 +39.9 - 43.1 +39.5 - 42.8 +39.1 -42.4 +38.8 -42.1 +38.5 22 ft - 47.1 +43.4 - 45.9 +42.3 -45.1 41.5 - 44.5 +40.8 - 44.0 +40.3 - 43.6 +39.9 - 43.2 +39.5 - 42.8 +39.2 -42.6 +38.9 23 ft -47.5 +43.8 - 46.4 +42.7 - 45.6 41.8 -44.9 +41.2 - 44.4 +40.7 -44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 24 ft -48.0 +44.2 - 46.8 +43.1 -46.0 42.2 - 45.3 41.6 - 44.8 41.1 -44.4 40.6 - 44.0 +40.2 - 43.6 +39.9 -43.3 +39.6 25 ft -48.4 +44.6 - 47.2 +43.4 -46.4 42.6 - 45.7 41.9 - 45.2 +41.4 - 44.7 +41.0 -44.4 40.6 - 44.0 +40.2 -43.7 +39.9 26 ft -48.8 45.0 - 47.6 +43.8 -46.8 +42.9 - 46.1 442.3 - 45.6 +41.8 - 45.1 +41.3 -44.7 +40.9 - 44.4 +40.6 -44.1 +40.3 27 ft -49.2 - 48.0 -47.1 - 46.5 - 45.9 - 45.5 - 45.1 -44.7 -44.4 24 ft +45.3 +44.1 433 42.6 42.1 41.6 +41.2 +40.9 +40.6 28 ft -49.5 +45.7 - 48.3 +44.5 - 47.5 443.6 -46.8 +43.0 -46.3 +42.4 ,. • I rr^ 1i -., >I •� " - 49.9 -48.7 - 47.8 -47.2 -46.6 , .._ ., 26 ft 29 ft +46.0 4 +44.8 +43.9 4 +43.3 +42.7 •fr ' ✓�.' -.11 4-11 60.7 +45.3 30 ft -50.3 +46.3 +45.1 44 3 +43.6 43 0 -51.8 +40.9 • „..._ J -58.8 -57.0 -51.0 - 49.7 - 48.8 -48.2 -47.6 -51.6 +45.7 44.5 P9,• 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 CI-61.6 46.0 -59.2 +44.8 -56.1 43.3 -51.9 -50.7 - 49.8 - 49.1 -48.5 1 r 62.1 +46.3 -59.6 +45.1 -57.9 +44.3 35 ft ,x47.9 46.6 +45.7 +45.0 +44.5 "' 62.9 -60.4 -58.7 40 ft -53.4 -52.1 -51.2 -50.5 - 49.9 -49 11;11-'0 Wm., - -,a- +44.2 +49.2 47.9 +47.0 +46.3 45.7 +45.2 -64.1 47.9 -61.6 +46.6 -59.8 +45.7 45 ft -54.8 +50.5 -53.4 49.1 -52.5 +48.2 -51.7 +47.5 -51.1 +46.9 -50.6 46.4 -50.2 45.9 - 49.8 +45.5 -49.5 +45.2 50 ft 56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 47.9 -51.8 47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -63.0 +483 +52.7 +51.3 +50.3 +49.5 48.9 48.4 +47.9 +47.5 +47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 48.4 -52.6 +48.0 m z 8 REMARKS INIT ISSUE REV- ADJUSTED HEIGHTS DRWN GSS GSS PF CHKD TSB TSB EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES PSF - ZONE 5 10 15 20 Tribute Area • Ft 40 45 50 25 30 35 -53.6 -51.5 -50.0 - 48.9 - 47.9 - 47.1 - 46.4 - 45.8 -45.2 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -54.4 -52.2 -50.7 - 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -533 -52.0 -50.8 - 49.8 - 48.9 - 48.2 - 47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -514 -50.4 - 49.5 -48.8 -48.1 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 40.6 -51.9 40.0 -50.9 +39.5 -50.0 +39.1 - 49.3 +38.7 - 48.7 +38.4 -48.1 +38.1 21ft -57.6 -55.3 -53.7 ' *e : T# . -48.6 +43.0 +41.9 41.1 22 ft -58.1 43.4 -553 42.3 -54.2 +41.5 } ,` __11,1717-s, ,!; ,� ` ' r 49.0 +38.9 23 ft ,i43 8 42.7 +41.8 , ( -. / II . +39.2 24 ft +44.2 2 431 +42.2 +41.6 7jx� W+,,,-tl ' +39.6 25 ft -59.7 +44.6 -57.4 43.4 - 55.7 42.6 ,. • I ,v f � ' k TI ..° -60.2 -57.8 -56.2 17 , .._ -, -50.8 26 ft - x.45.0 +43.8 +42.9 •fr ' +40.3 27 ft 60.7 +45.3 -58.3 44.1 -56.6 43.3 -55.3 +42.6 -54.2 42.1 -53.3 41.6 -52.5 +41.2 -51.8 +40.9 -51.2 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 +45.7 44.5 +43.6 43.0 +42.4 +42.0 413 41.2 40.9 CI-61.6 46.0 -59.2 +44.8 -57.5 43.9 -56.1 43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 41.5 -52.0 +41.2 1:1 r 62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 418 -52.4 +41.5 "' 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 45.7 +44.9 +44.2 43.6 +43.2 +42.7 +42.4 +42.1 °� e1 -64.1 47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +44.5 -56.3 +44.0 -55.5 43.6 54.7 +43.2 -54.1 +42.9 CI-65.9 49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 45 ft 67.6 +50.5 -64.9 49.1 -63.0 +48.2 -61.6 +47.5 -60.4 46.9 -59.4 +46.4 -585 +45.9 -57.7 45.5 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +483 -61.7 47.9 -60.7 +47.4 -59.8 47.0 -59.0 46.6 -58.3 +46.2 55 ft 70.5 +52.7 -67.7 +51.3 -65.8 +50.3 -64.2 49.5 -63.0 +48.9 -61.9 +48.4 -61.0 47.9 -60.2 47.5 -59.5 47.1 60 ft 71.8 +53.6 -69.0 +52.2 -67.0 +512 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 DATE 03/05/12 04/09/12 }US DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE ■ +'�•� USE OF CRITICAL C• 2. TABLES VALID 0 3. TABLES VALID F LESS THAN 10' SHA 4. IDENTIFY THE B CANNOT BE IDE • ' 5. ALWAYS ROUND L . ° • ®' 6. CALCULATE THE TRI ..-... THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD SP ONLY - .® AREA OF AN OPE �a BE USED. ALWAYS RO ...�._s TRIBUTARY AREAS TH • B ' MRH560' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP ING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ).,,__„THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY - CRITICAL (10 SQUARE FEET) SHALL ' O THE LESSER TABLE VALUE. FOR LARGER D �" ' GEST 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. 8. 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 4 BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORD;.. v,. SING WIND VELOCITY, EXPOSURE, AND OTHER N COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED NTY FOR APPLICABILITY OF TABLE R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF • i•77A3kx)i . E Ru n% ifi ( . RH, WHICHEVER IS SMA QF LEAST HORIZONTAL DIMENSION OR 3FT (1- ^_' ('• • *-- QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT ISOM ' I ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 e Flo;Ida Building Code Online Busjnes Protessi Regulation BCIS Home I Log In User Rep =tion I Hot Topics I Submit Surcharge Stets & Facts Publications roduct Approval R: Public User product Aooroval Menu > product or Aoollcatlon Search > Aoollcatlon Ugt > Application Detail FL # Application Type Code Version 2010 Application Status Approved FL15558 New Comments Archived FBC Staff BCIS Slte Map *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission If necessary. Cl Product Manufacturer JEW-WEN Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc@jeld- wen.com Janet Gerard fbc@jeld- wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext 2900 stevesa jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 hdp : //' dabugding•org/Ix' /pr_>, app_ dtlas px? param= wGEVXQwRDgvi<mQd1OLIUNYlyIOg7j% 2itE 3jOkuy3izYgeFdpXibuEA%3d%3d[5/7 /2012 10:17:04 AMj Florida Bulang Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 05/01/2012 05/01/2012 05/06/2012 15558.1 Energy Saver /Contour Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation instructions S -2104 for sizes, configurations, design pressure ratings, and installation details. Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelltes Certification Agency Certificate fL15558 RO C CAC N1011082.odf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instructions FL15558 RO 11 S -2104 SS.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes evaluation Reports FL 15558 RO AF PER2035 SS pdf Created by Independent Third Party: Yes Contact ue :: a ... ,1 . , ..: ... ,:.. a .y Phnne: R ,n- 487 -1a 4 The State of Florida is an AA/EEO employer. Coovrloht 2007 -2010 State of Florida, :: Privacy Statement :: atteSSIbiltalitteMgat :: Rend 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 mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at wabmasterladboustift .us. Product Approval Accepts: i SECURED Garza by wasps it (..•arir,' .ry SAFE http : //twne.fiotidabundi tg.orgior /pr app_ till. aspx? param= wG EVXQ weDgvKmQdlOUNtjYlyI0g7jMo2ftI 3jOkuyliaYgeFdpXtbuEA%3d%3d [5/7/2012 10:17:04 AM] NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: NI011082 Certification Date: 05/01/2012 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria bas been satisfied. This product bas been approved for listing within NAMI's Certified Product Listing at www.Namicertification.eom. NAMI`s Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg al Water Test Pressure Missile Impact Rated Test Report Number & Comments X Single O/S Opaque 3'2" x 6'10" +66/ -70 10.0 psf Yes C LA -696W Max Panel Size: 3'0" x 6'S" Installat)on Details: 5-2104 (1-8) 6.G.16 Single w/Sidelite Jr, uru,- v pay ur Sidelite- Glazed 4 a x UAU -►ow-,U tu.0 psi uoor -res Sidelite -No r.i►.A -oYdw Max Panel Size: 3'0" x 61" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: 5 -2104 1-8 OXO Single w/Sidelites O/S Door- Opaque Sidelites- Glazed 5'10" x 6'10" +661 -70 10.0 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 61" Sidelite DLO: 6" x 5'3" (l/8" Tempered Glass) Installation Details: S -2104 (14) XX Double 0/5 Doors- Opaque 6'3" x 6'10" +57/ -57 8.55 psf Doors -Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-8) OXXO Double w/Siddelites 0/S Doors- Opaque Sidelites- Glazed 8'11" x 610" +57/ -57 8.55 psf Door -Yes , Sidelites -No e7'LA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Class) Installation Details: 5-2104 (1.8) ./7 at onal Accreditation & Management Institute, Inc./4794 George Washington Memorial HIghwayfllayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: 0 JELD EN r Steel ENERGY SA VEl CONT0iW6tr 1P00DEDGE OPAaufsma Or(ISI4ONG 'ACTDO R LRb7S IVRN& W77NOIF7WRITES GENERAL NOTES 1. THIS PRODUCT s DESGNE TO fAi ar KITH THE CURRENT RORFOA RUW14C CODE AND TOW VfLOarr HU RTCANE ZONE 789Q REOUIRSENT5, 2. I4000 BURS BY OTHERS, MUST BE ANCHORED PROPE6.r ro TRANSFER toms TD n€ STRUCTURE 3. PRODUCT *MRS MI. BE AS USED AND SNCED PER MOTOR LOCATION MKS. ANGKOR RIMER TO MX MAIEid4L SHALL BE BEYOND BALL MESSING Ut STUCCO. 4. 9E ME 1 ON 1165 SKEET FOR fE4CR PRESSURE WINGS. 5. 1165 PRODUCE TtE MATER RE011EtENENTS FOR Wit ZONES. SEE THE MICR PROMOTE Ori4RT BELOW. 6. COORS ARE IMPACT RACED AND 00 NOT REQUIRE 661114-11ADE APPROVED IMPACT REStiTNIT SHUTTERS. 7. MIAMI-GRADE APPROVED IMPACT RESISTANT STUTTERS ARE 4EOINRED FOR SIOF1f1E5 & MITES ARE AN OWIOf1 AND CAN BE USED 64 A SINGLE OR DOUBLE FESX0NTIAL 613lATEDMEL DOOR (Camrmn a d 6mrecadbarsi COMPONENT OONSTRUCITCNS Foos sheets: 24 gee (00201 minimum thictwess, Galvanized 51011 A -525 commercial godly - AIOl7 per ASV 620 with average miehoofn Field strength F (0oa)e24,6m psi. Cone assign: Emended palysprene mTh 1.0 to 125 Ibe./CI den*, by Jac -TIER, 6MC Door Panel far truelen: The active and inactive Panels are anstructed from 24C4. (0.025' min) g1Aoanted steel The face sheet taps and bottoms ace bent 90' aver the * and bottom raai The tap LK rod mwamss 1.87" rider 1. 042' high The led bottom rod is rob formed 0.021' galvanized steel measuring T.6Y wider 821' high. The doles of the face sheet arc rob Mined ado the LK latch sate and Ponderosa Pam hinge side etdch miasma 3.67 r 1D'. Pm interior coyly is Red with paGystyrere. The Moe sheets Ave ghrod le the polystyrene. Fixed the Cee81.: The sash is construe* Gan 24CA. (0.020' oda.) gah nrzed steel. The edges of the face sheet are beat 90' aver the polystyrene core and glued to R The sidefte panels ere routed to receiro the 001. Up LIU Frames a the optional Triely light Frans. (See sheet 7 for glazing details.) The btu (names ore sealed r/ C50 glazing compound an the E The frames are caasbucted Has Paine = Pere jambs measuring 1.25' aide r 45625' deep. The door and side1te heed jambs WV mortised and butt joined to the side jambs and attached .Rh (.» 16C . 2' a 7/I6' cam wwn styles The amts use a standard bump Fee Pardee threshold meezw4eq 4.048 deep r 1.0' 31 t The lrwastdd is attached M tie frame u6h (3) 1601. 2' x 7/16' crown rice staples TATAEch ea!TENTS SIT j DESCRIPTTCN GAL NOTES RIO T}PTCAL 0EYATONS mum G r � B8 HDra20 CROSS 1 OF WTE6aLS 2 3 HORIZONTAL MOSS SECTIONS A410 NOTES 5 Atlt,Y10R6iG LOCAT RS ARO 0ETA6S 6 MOORING IDGiON5 AND OETA6S 7 AWING CMS UMT COMPONENTS d75• no. 81.25" WX. 0A RAVE 80' MAX. 0.4 PANE. risoFff 74.5" W1L OA FRAME 86101 - .125' 36' MAX. OA r. MOH 36.625' MAX. OA. PANEL MOTH W /A51RM.LL 7023' alai OA FRYE MTH .75' ARAL BIN >rP. .873' ; 36' MAX OA_,,G itP Para own 15.5 MAX OA SGELOE FINALE WIDTH l4' MAX OA PANEL MTH OA DLO. mom 63.125' 114X. OA 01.0. wow 0.625• 81.25° MAX. 0A FRAME TEM z 0.73' x625' 51412E (X/TSNRNG RRPAGT UNIT (0X0) B/ N0N- 4MPACT 462 F1TOi4 EX012R u>aras-+ -'X NG 6MPAvT (148 TXX: VAL FRW ©TtETEE .875. DP 8125' WAX. OA FRAME HECHT 0 80' 1442. OA. PANEL HELM 37.75' MAX 0A FRAM 611514 36' WX OA. PANEL 610114 for WX 0A FRAME worm .125' { .75" MM. 38.625° MAX. OA 847 TIT PANEL MTH TH 11AX OA fifilSTRAGN. PANEL MTH 15.5° KU. OA SAEUTE RUE KITH 14' au. 0A PANE. M6)11 El lig v q 6' kW 0A 0.1..0. WIDTH 8o' MAX. 0A PANEL HEIGHT 63. 25' MAX. 0A DLO. WOW e"A 8125' MAX. DA ERNE RIGHT 0.75' 0.625" ttltl1y17 o0URiE OUTSBNO IMPACT U6T (0 4) B/ NON - MPACT 510111185 61111680 FROM 00178014 StgaLIAIBBELBEEIJIMEM VINEIZEOLECEME T48L 1: .„ n,. .at, k , €zC _e,.A.1 . . rr.t SNOLE DOOR GMT 04 11/440 1624-99XT MOPES +.86 psi -78 psi r'm trine SNOW +57 psf -57 psi Prepared jNally signed by Hermes F Norma, PL macro I am approving this doarment to 2012.05111 1 75135 -04'00 In` tree. er JBJ Ago. er S. SAFF&L e a==M6 DROPS, TIC Row. 407-644-6957 Fax 407- 644-2366 No, S-2104 0.75. MIN. EDGE DISE EARL CONCRETE/ MASONRY BY • IV SEE DETAIL 7 ON StiEET 5 NOTE 6 OV SI/T. 4 3 1.750° MIN. PANE iw. SEE NOTE 2 ON SHT. 81.25* MAX. 0A. R7AME HEICHT 0.125° UR G1ASS THK. SEE GLAZING DETAILS, SHEET 7 SEE NOTE 2 ON arr. 4 NOTE 6 TIN SHE 4 NOTE 8 ON SW. 4 SEE OETAR. 7 ON SHEET 5 80.0 MAX. OA. HOCK SEE NOTE 3 ( nRTICAL CROSS SECTION W11-1 HIGH OAM THRESHOLD 2.50' EDGE DIST. tin VERTICAL CROSS SECTION ■..2.1 AT 510EU7 E SASH CONCRET/ MASONRY BY OTHERS 1 2 3 4 5 6 7 8 9 OMR STEEL FKE SHEET 2401 0.02010N. ERNIE 19/1 021/(WR JOORED POND660 POO FRAME WE 44M8 (nwee Me POMO% FR4WE LATCH JAMB (FINGER J001166 PONDEROSA 4." x 4' OUTT roux 124a. (ffe ENGFR) 19K1'P1414000 SCRE1104241E TO 0000 OCOR LATCH SU 0WS1WW0 FEW 8171. FACE THRESHOLD aM0 TRIM ton MA X I (FOR LIWJON CAP) 51616 46000 WOOD woo sroa srni tt ALUMINUM sTEu. 19 11 12 13 14 15 16 crAFREssorr witERVRP ow TOP RM. TO3R ROTTCW 00011 Beim SIRE (FTNCER 109178) POWEROSA j10 x 1 ve PM WOOD SCR& LCCK am( (19W J01M PoNomos4 Pao 3/16. MV TAFCON ANCHOR w/ r liee MIN. OWED. RAM LE1. SUL MOO 17 18 19 21 22 23 24 25 26 28 29 31 32 .73 34 .35 .39 40 41 42 44 45 46 47 48 49 50 51 52 53 EOANDEO PaysreREW (1.0 to 1.25 AIM DENSTY) BY JEW-0234 NOT USED 216600 SUB SUM 9119 (0.2e mat niK. MOH EOM' PLASTIC OR WATER) mar 400 SERIES NNFAS MESE 111911 MO SERIES DEAOBTXT (NOT SNOOD fg 1 1/2" PIASCFIEW (001. UTE FRAWE) x 2' RH 11000 SCREW x 2 yt PFft WOW SCREW 10 x 1 PR( WOOD SCREW (WARM ASTMGAL 1 0 DOOR) to x twir WOW SCREW W11011 01P saucatE ow en TAWRDCE 33 C) cum comma:7 (0s) EW my nal NAIL 1601. x (FOR 3/r GORTFR WM) QUARTER ROW SMUT SNP woo BLOCKS MR STEEL 000 6011014 aut, SCHIAGE KNOB SET 1631 SCIWACE 0EATBOL1 48360 pr 9101111) REIM MEL FAZE SHEET 2404. (0.02r MIN. STED) 1/8"184PERED GLASS (8Y PPG) 001. LIM FRAW 50 (SPARTECH POL4C044 665530 013) PRESSURE TREATED MULLION 8412 (3/4* x 4 9/16 x 81 1/4°) ALUMINUM 61091060 4519401!. air ItIPDRAL) AMIGO_ 5118110 RATE (NY OVERW.) SIM W000 STEa RAU WOQO STEEL STEEL STEEL SIM STEEL STEa NOM SIMONE =ONE STEEL 9/000 WDE STEEL STEEL STEM C1ASS POLIVROP. 9.7 AMORE WOCO TALE KNOB HERITAGE SERIES 7ALE 0E408011 HERITAGE SONS (NOT WORN) STEEL =EWE FRAME HEM. SILL ANO JAMBS (HWY 10211E) POIVEROS4 PK) UTE FRAME 81 SOOTY KR 1/2" LOA 1/2" INSULATED TEMPEREO wss (ay IRMITY/MPAC) LIJE fRellE BY TRW' FOR 1° 1 INSULATED RIMED MASS TIEWOVAIIPAC) urc paw suet le k Law Awn° (ay rater) WANG COMPOUND 00 I 1199 /10 WOW 867741A1ION SCREW rif TM' EMBEINENT 0006 LATIII $71611E RATE 0009 LATCH 0E40 &LT WINNE PLATE 11000 POLIPROP. GASS 1*.WROI. G1ASS Boom sita Prepared 6y: 80118110 DROP'S, WC. Rowe 407-644-6957 Fox 407-644-2366 cm 9- 1-0 sML N.T.S. OM. BY: OW ao. FAS. 5499221. MANG PA: S-2104 - OF 8 MEE ci air EDGE OHORIZONTAL. CROSS SECTION LATCH JAMB TO BUCK rn HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK ASTRAL L THROW BOLTS (2) TOTAL; (1 EACH) 0..31- 9.0' LG. AT TOP & BOTTOM SEE NOTE 1SHT.4 I ■11':.04; DEZ t AS R GAL TO STILE ATTACHMENT NOT ITEM 24 NOT SHOWN THIS VIEW FOR tiliiltrry�� ``J�sQepE$ F. 0 HORIZONTAL CROSS SECTION QJ AT NPERIAL ASTRAGAL 1 hit SLUNG DROPS. D1C. P6mre: 407 - 644-6837 Fax 407-644 -2766 N.: 5 -2104 %EEr _L or >,/ / ljIIIIII� SEE NOTE 1SHT.4 I ■11':.04; DEZ t AS R GAL TO STILE ATTACHMENT NOT ITEM 24 NOT SHOWN THIS VIEW FOR tiliiltrry�� ``J�sQepE$ F. 0 HORIZONTAL CROSS SECTION QJ AT NPERIAL ASTRAGAL 1 hit SLUNG DROPS. D1C. P6mre: 407 - 644-6837 Fax 407-644 -2766 N.: 5 -2104 %EEr _L or SEE NOTE 4 V ON SHE 4 SEE ,GLAZING DETAIL$ SHEET 7 SEE NOTE 6 ON SHE 4 0.750' SEE NOTE 5 OD SHE 4 SEE DETAIL 5 014 SHEET 5 ak HORIZONTAL CROSS SECTION Mir AT SIOEUTE TO LATCH JAMB NOTES: COMMIE/ 1. SPACING FOR OEM 126 THE 110 x 1' PRI SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS: FROA/ THE TOP DOWN & THE BOTTOM UP: 1.0', 2.5 °. 4.0; 5.5 ; 134; 18.0' & 26.0'. BY OTHERS 2. SPACING FOR ITEM 123 THE 16 x 1 1/2' PIASCREW IS AS FOLLOWS: TOP & BOTTOM. HORL75NTALY. S?OF7 rTE PANEL• 3.0" I1 FROM EACH CORNER. ON THE SIDES. VERTICALLY KR ME SIDEUTE PANELS; 3.0', 130; 26.0 ; 39.0 ; 520" & 63.0'. 3. SPACING FOR f1EM (31 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE STOEUIE AND REM 19 THE 16CA X I' BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, f5 AS FOLLOWS: L! • Mat r 444 �. . a! : hi _' !.,..N12.; MO • 125' IN FROM EACH CORNER WITH (1) N LL MW -SPAN. ON_THE StUE5 VERTICALLY 0FDR 60141 378' QUARTFR ROR4D & MUUIDN CN 125' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4, WHEN ATTACHING THE SIRS PLATE To THE 34443 AND BUCK USE REM 125, A 18 x 2 1/2' PRI WOOD SCREW. WHEN ATTACHING THE STRIAE PLATE TO THE ,IAMB AND SIOELITE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PM WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2° PFH W000 SCREWS ATTACI NG THE JAMBS TOGETHER AT THE MULLION, 15 AS 1041.0915: 6.0" FROM EACH VERTICAL CORNER WITH (4) MCRE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEIJTE PANEL. IS SECURED NW THE SOME 44MB W/ REM 129 SILICONE DIM ON THREE SIDES MID 3/8' QUARTER ROUNDS SECURED WITH REM 131 BRAG DM NAGS x 3/4' LONG. 0.75' MARL 7. WEN ATTACHING THE HINGE 10 THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PHI SCRS,. WHEN ATTACHNG rr THE HINGE TO THE JAIL AND SHOEUTE 441,18 AT THE MUWON USE DEW (14, A 110 x 1 3/4' P14 W000 SCREW. & SPACING FOR REM (49 THE (6 x 1 1/2' PINHEAD SCREW (TWIT LTIEFRAME) IS AS FOLLOWS: SIJFLRE 71BA FROM TIP DOWN VER r1 Y: 3.25', 18.0625 ", 322125'. 47.5625' & 62625" SIDEIJTE LITTIRAME TOP & BOTTOM FROM THE LENT' ONE (1) SCREW AT 4.4375'. 9. ALTERNATE 04STAUATION ANCHORS OF E1lIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT CR ENGINEER OF RECORD FOR DIE PROJECT OF NNSTAUARON. 10. USE ITEM 131 WHEN IISTALUNQ INTO WOOD SUBSTRATE AT HEAD do .NIBS. L1SE ITEM (25 WHEN INSTALLING INTO MULLIONS USE REM 116 WHEN INSTAWHO INTO SUBSTRATE Al SMITE S81S. _ 1.750' 4461. MEM PANEL IW. (E)0©0Q4OC)Qs 47 \ Es, Ge4 0 SEE NOTE 5 ON SH1. 4 SEE DETAIL 5 ON SHEET 5 rTh HORIZONTAL CROSS SECTION 4 AT SIDEUTE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 \I. \ \' \\ Vito WM c Q.750' __SEE DAZING DETAILS, SHEET 7 SEE NOTE ON SHE 4 4� SEE NOTE 6 i✓ ON SNT 4 SEE (RAZING _ DETAILS SHEET 7 EXTERIOR SEE NOTE 2 ON SAT. 4 1.50' 1Ii, SEE 1401E 6 ON SHT 4 _SEE DETAIL 5 ON SHEET 5 0.250' MAX. SHIM 0.125' MIN. GLASS 1HIG INTERIOR 1-10RIZONTAL CROSS SECTION 4 A .1TE TO BUC1f F. t fl g• cs Prepared f*: RlmD610 DROPS, Mc Mee: 407 -644 -6957 Far 407 - 644-2366 I1E 9 -41 -01 SCAE• N.1..5. aria 8r: JWJ aa. BY: S. S4FEEU. ewwxNc exx S -2104 scar or / / /// f/ ///1 : • SEE ,GLAZING DETAIL$ SHEET 7 SEE NOTE 6 ON SHE 4 0.750' SEE NOTE 5 OD SHE 4 SEE DETAIL 5 014 SHEET 5 ak HORIZONTAL CROSS SECTION Mir AT SIOEUTE TO LATCH JAMB NOTES: COMMIE/ 1. SPACING FOR OEM 126 THE 110 x 1' PRI SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS: FROA/ THE TOP DOWN & THE BOTTOM UP: 1.0', 2.5 °. 4.0; 5.5 ; 134; 18.0' & 26.0'. BY OTHERS 2. SPACING FOR ITEM 123 THE 16 x 1 1/2' PIASCREW IS AS FOLLOWS: TOP & BOTTOM. HORL75NTALY. S?OF7 rTE PANEL• 3.0" I1 FROM EACH CORNER. ON THE SIDES. VERTICALLY KR ME SIDEUTE PANELS; 3.0', 130; 26.0 ; 39.0 ; 520" & 63.0'. 3. SPACING FOR f1EM (31 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE STOEUIE AND REM 19 THE 16CA X I' BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, f5 AS FOLLOWS: L! • Mat r 444 �. . a! : hi _' !.,..N12.; MO • 125' IN FROM EACH CORNER WITH (1) N LL MW -SPAN. ON_THE StUE5 VERTICALLY 0FDR 60141 378' QUARTFR ROR4D & MUUIDN CN 125' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4, WHEN ATTACHING THE SIRS PLATE To THE 34443 AND BUCK USE REM 125, A 18 x 2 1/2' PRI WOOD SCREW. WHEN ATTACHING THE STRIAE PLATE TO THE ,IAMB AND SIOELITE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PM WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2° PFH W000 SCREWS ATTACI NG THE JAMBS TOGETHER AT THE MULLION, 15 AS 1041.0915: 6.0" FROM EACH VERTICAL CORNER WITH (4) MCRE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEIJTE PANEL. IS SECURED NW THE SOME 44MB W/ REM 129 SILICONE DIM ON THREE SIDES MID 3/8' QUARTER ROUNDS SECURED WITH REM 131 BRAG DM NAGS x 3/4' LONG. 0.75' MARL 7. WEN ATTACHING THE HINGE 10 THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PHI SCRS,. WHEN ATTACHNG rr THE HINGE TO THE JAIL AND SHOEUTE 441,18 AT THE MUWON USE DEW (14, A 110 x 1 3/4' P14 W000 SCREW. & SPACING FOR REM (49 THE (6 x 1 1/2' PINHEAD SCREW (TWIT LTIEFRAME) IS AS FOLLOWS: SIJFLRE 71BA FROM TIP DOWN VER r1 Y: 3.25', 18.0625 ", 322125'. 47.5625' & 62625" SIDEIJTE LITTIRAME TOP & BOTTOM FROM THE LENT' ONE (1) SCREW AT 4.4375'. 9. ALTERNATE 04STAUATION ANCHORS OF E1lIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT CR ENGINEER OF RECORD FOR DIE PROJECT OF NNSTAUARON. 10. USE ITEM 131 WHEN IISTALUNQ INTO WOOD SUBSTRATE AT HEAD do .NIBS. L1SE ITEM (25 WHEN INSTALLING INTO MULLIONS USE REM 116 WHEN INSTAWHO INTO SUBSTRATE Al SMITE S81S. _ 1.750' 4461. MEM PANEL IW. (E)0©0Q4OC)Qs 47 \ Es, Ge4 0 SEE NOTE 5 ON SH1. 4 SEE DETAIL 5 ON SHEET 5 rTh HORIZONTAL CROSS SECTION 4 AT SIDEUTE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 \I. \ \' \\ Vito WM c Q.750' __SEE DAZING DETAILS, SHEET 7 SEE NOTE ON SHE 4 4� SEE NOTE 6 i✓ ON SNT 4 SEE (RAZING _ DETAILS SHEET 7 EXTERIOR SEE NOTE 2 ON SAT. 4 1.50' 1Ii, SEE 1401E 6 ON SHT 4 _SEE DETAIL 5 ON SHEET 5 0.250' MAX. SHIM 0.125' MIN. GLASS 1HIG INTERIOR 1-10RIZONTAL CROSS SECTION 4 A .1TE TO BUC1f F. t fl g• cs Prepared f*: RlmD610 DROPS, Mc Mee: 407 -644 -6957 Far 407 - 644-2366 I1E 9 -41 -01 SCAE• N.1..5. aria 8r: JWJ aa. BY: S. S4FEEU. ewwxNc exx S -2104 scar or 81.25' NAX. 0.A. FRAME HEIGHT 5 SPACES 0 1185" 6.00 TYP. 7450° YAJL 0a FRAME WIDTH SEE DETAIL 2 ON THIS SHT. -- 6.00* TYR --1 -3.00' IYP. 1250' TYP. 5 111 111 SEE WAR. 5 (4n0ssHI:— 1 _ TYP.I7.00° TYP. 12.125' TYP. i \_ SEE oust. 3 ON THIS SHE LOt1Ht.E WDR wHHOTR SIMIZE5 AN E CQCIVT7 WS 41C ED EM INTE760R 7.375' 3• J SEE DETAIL 4 ON THIS SHt SEE COX 4 ON II#S SHI: .15" 16N. C -SINK. VIEWED FROM 6251 t OEi 2 - OGG 1 SEE NOTE 10 \ ON SHEET 4 00011ttttt FOR 110N ANCHORS ∎•••' g F. Oh t� TD?SINK 0a. 11FARAN QETATL 3 - 0 THRESH01-0 ASTRAGAL MINE PLATE ASTRAGAL SINCE PLATE MLA HINGES TO JAMB & 00 OR STRIKE PLATES 10 ASTRAGAL WALL 6 SINIKE RATES TO JAMB . e Prepared EdAQTIn1G DROPS, a1c. Phans 4W-644-6957 Fmc 407- 644 -2566 DATE 9 -11-01 sout. . a: JwJ • Erf:£SAFFELL • Nog S -2104 Sssr �` al 11 1 TYP. - SEE NOTE 5 -- - _ / ON SHEET 4 -\., TYP. _ Q _ - I 1 1 11 I TT SEE COX 4 ON II#S SHI: .15" 16N. C -SINK. VIEWED FROM 6251 t OEi 2 - OGG 1 SEE NOTE 10 \ ON SHEET 4 00011ttttt FOR 110N ANCHORS ∎•••' g F. Oh t� TD?SINK 0a. 11FARAN QETATL 3 - 0 THRESH01-0 ASTRAGAL MINE PLATE ASTRAGAL SINCE PLATE MLA HINGES TO JAMB & 00 OR STRIKE PLATES 10 ASTRAGAL WALL 6 SINIKE RATES TO JAMB . e Prepared EdAQTIn1G DROPS, a1c. Phans 4W-644-6957 Fmc 407- 644 -2566 DATE 9 -11-01 sout. . a: JwJ • Erf:£SAFFELL • Nog S -2104 Sssr �` 107.00' MAX. OA FRAME WON 4.50° 7YP�- 3 00° TYR-- 1 3.0° —Ir. 6 TYP. -1 81.25" 0.A. HOWE HECK ft� 5 SPACES 0 13.85° 3.00° AIN SEE DETAB. 2 ON SHEET 5 16.41° TYP. 00° 7YP .00` TYP. .00° TYP:— 13.41° TYP. 6.00° fl Or TYP 1i 1 lit itt 1 1 11 TYP. SEE NOTE 5 ON SHEET 4 SEE OETAH. 5— ON SHEET 5 l 1 % ! 36.625' 7.375° Jf" 31° SEE DUNE 4 MEET 5 1 03.00 7.00° TYP. 3.00" .00" 71P. 7.00° TYP. SEE DETAR 3 ON SHEET 5 DOUBLE 0048 M1Ft SIDELITES ANCHOR LiX 41TC4 Me FROM MUM 37.75° 644X. 0A, r FRAME MIDTH 6.00° TYP 6 6 SPACES © 1f.54° 91.25° SEE DETAIL 6 MAX. MX SHEET 5 0A ,® TAME 5. I I WIT 36.625° SEE DETAIL 4 /ON SHEET 5 7.375° l , 31° 31° SBJpk 000R 4NTHOUi S%WUIES ANCFIOR LOCAT1CY4S MEWED FROM INTERIOR c • ffg • g M ▪ c a io h 9 9- 1 -Of .r rd 8y flslti. MOM DROPS, INC Pf rani 407-644-6957 Fax 407 -644 -2366 C et ON R'>r SCALE- N.T.S. G. er 5. SAFFEIL 5 -2104 Li_rti_71210` (2)000.110110KRAL 24CA (0.021) STEEL I- 1.645" -J LI lirW4 weeew, SaigaBLOZBE \:;:i REEL BOTTOM Rat MEW x 3.0"1.0140 - 1 0624' 0 ASTRAGAL HAS NO 0.3125" OUL x 9" LONG 80L/s; 1 08 TOP, 1 ON 8Orrou 1--I- 1.025" JOIMIE0 PMICEROS4 PINE KM 1 0.380" I 0.500" LA 0.529" -- 0.140" 0.530" OfalegESZLEANERS02 SOHLEGa 0-L0M 005 650 r1.670- LOW' IL 0 014 • ite 111 L250° 0 0 moralmargo t emara-waRAz N.:22 6063-T6 &Mum (ImpuitAL aus• srEa) 11.875- 11 - 1.670' ®DOOR Tap RAIL LVL 0.513° TRINITY PlAsno LITE Kff witERIAL APPROVED UNDER NQA 107-0828,01 1.381- ®002EIAMLSE81Thia I008 lART110 @EILLSEKBAIE SUL 4.000° 1.042° 1250" 0 06.14 J1 PoLYpRep. Wimp' PLASTIC IJTE TOT wATERIAL APPRGNED UNDER NOA /07-0828.0f 0.375' Rf 0..375" \VIncgagiaLEIM =EAR 2.040' --I 1.375" 1-- 31Z100097. 67), MAIM CAP PINE (81.25° LONG) OFWERMLIZILIEM.101N1E0 PONDEROSA PINE 1.752" -I 2.621" over S.C. COL U1 fRAK PCLYPROP. 041 PLASTIC LITE kir ALATEN/AL APPROVED UNDER MOA #10- 1209.01 Li 0 0 4.000" 04.1162 x 4. r 0.097 ax. STEEL 4 1.0004 I 17^ I--- 4.041" -1 1 IS .10■1, Q . 00% IV "I. INUM - BY Pan 1 AO • or0 INSERT 44,'F z.i?‘ = ^.; that Rd By: BLUM mops, 61C. Phone: 407-644-6957 Far. 407-644-2366 DA 9-11-01 N.T.S. LE MG- BY AU CHIC. BY,. S. SAFFELL wawa ow.: S-2104 war 8 cc BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107" X 81.25" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: Evaluation Report Pages 1 — 4 installation Details Pages 5 Digitally signed by Hermes F Norero, P.E. Reason: l am approving this document Date: 2012.05.01 17:42:30 - 04'00' sst�►Nt 1 t S.'044`v Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions 5 -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5 -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Quality Assurance: Performance Standards: Referenced Data: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management institute, Inc. (FBC Organization #QUA1789) The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter MN Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, MO X. OXO, XO.OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF 1 Negative 70 PSF nits meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 /144\00% BUILDING DROPS Looll A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Installation Method JELD-WEN, inc, Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50 Tp.--; TYP. TYP. 3.00° TrPr.1 3 00" TYP .00" TrP 1 5•1I TYP. 15.4i" TIP. TYP "*..1 h.4.00° (P I _ 11 i i 1 :if iii 1 1 1 7 x" rp ermes orero, P.E. Florida No, 73778 Page 5 of 5 ;VA- 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 etl AO 1 25;2 B ,0( iFaitc. 2010 I DING Permit No. PERMIT APPLICATION Master Permit No. JOB ADDRESS: C,(:)k,S \J C °\(-144:-` S - City: Miami Shores County: Miami Dade Folio/Parcel #: 1 `- 3a o(®- (a 3 5 - OO t 0 Is the Building Historically Designated: Yes NO Flood Zone: ROOFING Zip: 3k38-as i(v OWNER: Name ( F e e Simple Titleholder): Au ; . o r 1 c T1 fl C'_ z,. Phone#: s - 4F,v1 -aria , Address: akc T'A Q1L042 City: ,1" \ A M state: Zip: 33136 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: T3 4 6 6fA Pec t , Phone #: S(®1— 33 3 °--7 -1 DLI Address: k ?MC° n°e c .cx )(2_-L--- Th.) - City: ') Pri4A P- AcJlre State: Zip: 3 34 12 Qualifier Name: ,; A des -bf \i (5 Phone #: S(P ` -333 --1-10y State Certification or Registration #: �6 C b DQ.g t Certificate of Competency #: Contact Phone #: 5 3 3 % ®"I Email Address: (� eiey f 3 D1,\CAZPC'i 1 FZY . G c3 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1. ° Square/Linear Footage of Work: Type of Work: DAddition DAlteration DNew epair/Replace Demolition Description of Work: C h o ((1P n()i- 6 ) \ ( c 1(S 1 no size c h o.ri 9 P Color thru tile: ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F ******* ** ***** *** * ***+x*+x******+x**+ * ** ***: *** Submittal Fee $ Permit Fee $ ill) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Fi(, f • 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 FT.ECTRICAL 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 benpproved and a reinspection fee will be charged. Signature ,z 11,24- __ -Owner or:Agent The foregoing instrument was acknowledged before me this 3O Contractor The foregoing instrument was acknowledged before me this. day of -i-c) , 20 yZ , by Ai) (?l° t ' t day of %L , 20 by X who is personally known to me or who has produced br ✓tr LA; ciuttees As ide - ,.ot :.... ...... ......._ ,p" LAURA VALDES HERNANDEZ *7 '1:11. MY COMMISSION # DD 916060 a„r • ,o` EXPIRES: December 12, 2013 • •••••b?•'` Bonded Thap Notary PubUC Underwriters Sign: - r Print: t c 1 Lit 2,- My Commission Expires: 1 2.4 (2 f i t who is persona!1 own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: *********************************************** * * ******** **** **** **** * * ******* APPROVED BY /! %4Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE Phone: (305) 991-2959 12055 BISCAYNE BLVD Salesperson: JAR4475 MIAMI, FL 33181 Reviewer: Moe MARTINEZ PEDRO I-Inrie Phone (305) 807-2929 0 H A'" 999 NE 94TH ST Work Rune 0 ___J i.--, Company Nene c° citY MIAMI Jc""cfloc" RTS FL ZIP 33138-2916 cc'unt, MIAMI-DADE Page 1 of 6 No. 6322-199640 • • REPRINT 2012-07-1915:43 -1:11 IP MERCHANDISE AND SERVICE SUMMARY We reserve the right to lirnil the quantities of merchandise sold to customers REF # 101 STOCK MERCHANDISE TO BE DELIVERED: VAL. R03 -.19.WEIMMEn 155-400 6.00 1X6-8FT PT APP WEATHERSHIELD F104 526-877 2.00 EA 11/16"X2-1/4N PFJ WM366 CASING SET R05 303-965 2.00 EA 1-1/4"X2'' PRIMED BRCK MLDNG SET S/O - MUSE TO BE DEUVERED: REF # SO7 S0701 50702 50703 639-016 1.00 639-016 1.00 639-016 1.00 iirSZ-4114Meglei:N41;0141-0 12; <> 38 1/2" X 81 1/4" - 0, R.O. (#1)<> 161111301QAPRODUCTCATEGORY=ENTRYDOORS, -WENWINDOWSDOORS- DOORSYSTEMS,OALOCATION=CORALSP UMBER=1.800.925.2837,0APRODUC TEEL OASYSTEMCONFIGURA ..araia7-1° ESMATEt .4j:11 11.11MITI'‘" r„111,11; $14.17 $2 $20.37 $408:4 734 'ffir"%iho TURER:=JELD ),OALOCATIONPHONEN YDOORS,CIAMATERIAL=S NITS/DOORSLABS QAPRODUCT $2982 ATE: 07116/2012 P.O. #22560448 .1" N $234.84 IN NA/ BACKSET "AUTO {# Nrtirer? iNG: NA / HGFN / *MT Ts ilia 113 CHROME HINGES: 4A Check your current order status on the at www.myhdonter.com Page 1 of 6 No. 6322-199640 Customer Copy $234.84 $0.00 SPECIAL SERVICES CUSTOMER INVOICE - Continued r.. 3058995528 » C2 5 leiw w tV O Last Name: MARTINEZ Page 2 of 6 No 6322 - 199640 ...f .7,... _ }-i: `.::: }:- s.K-.. •. REF # 101 __ /[x :r ' 1! ! -::... REF#I01 50704 639 -016 1.00 EA 1 <> 321/2" X 81 1/4" - D, R.Q. / { #2 } <> IBII4BOIOAPR ODUCTCATEGORY=ENiTRYDCC RS,QAMANUFAGTURER =J ELD -WENWINDOW'SDCORS- DOORSYSTEMS,QALOCATI ON= CORALSPR I NG S(DQ), OALOCATIONPHONEIL UMBER= 1.800.925.3667,QAP ROD U CTTYP E =ENTRYDOORS, QAMATE RIAI=S TEE L,QASYSTE MCONFI GURAT IO N =DOORU N ITS/ DOORS LABS , QAP RO DUCT .. €�r�;: &� :}fir - ..., h =. }'j-u- •v}. ,i? � _ � •�k.:''�� }�..1�'s.�i�''�` �Y;_ ���. �� �'' -°-.:_ -�_} }.... N $234.84 $234,84 507055 639 -016 1.00 EA NA / BACKSET 1 *ATT TO f #2 }•OUT SWING: EA N $0.00 $0.00 80706 639 -016 1.00 EA NA / HGFN / *ATI- TO I#21*DULL CHROME HINGES: 1.00 N $0.00 $0.00 VENDOR - SPECIAL INSTRUCTIONS: 12.23.6:: MERCHANDISE TOTAL: $568.58 DELIVERY INFORMATION: (DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION 4101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL Sfd MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. " °_k"'i° MI �r: ' i:° ra'' � '..a r. ri >--j .....:.ms s, a} „,.. 5` ; : '-1- "�"--' is r2' _ :.. ��� REF # 101 ESTIMATED INSTALL BEGIN DATE 0710912012 ESTIMATED INSTALL END DATE: 03/08.12012 MERCHANDISE TO BE INSTALLED: � , � �Y �h�:I 155 -400 _ . } :��:.• $}., Lr"� ;• .. €�r�;: &� :}fir - ..., h =. }'j-u- •v}. ,i? � _ � •�k.:''�� }�..1�'s.�i�''�` �Y;_ ���. �� �'' -°-.:_ -�_} }.... .a. .;r :.Y? - �4 .��•,.. .. :.E. F 1X6 -8FT PT APP 1NEATHERSHIELD '` +�l~a�t�?'t� R03 6.00 EA R04 526-877 2,00 EA 11116 "X2 -114' PFJ WM366 CASING SET R05 303 -965 2.00 EA 1- 1/4 "X2° PRIMED BRCK MLDNG SET 50701 639 -016 1.00 EA <> 38 1/2" X 81 1/4" - D, R.O. 50702 639 -016 1.00 EA BACKSET C11711q M0-11.1 R i rnf Ge 1- 1t2C1J S0704 639-016 1.001 EA <> 32 1/2° X 81 114" - 0, R.Q. 50705 639 -016 1.00 EA BACKSET r.- IS Page 2 of 6 No. 6322 - 199640 Customer Copy ti co 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MARTINEZ Page 3 of 6 No. 6322- 199640 BASIC INSTALLATION LABOR: _ !xvY-7 , Y =_n5 ",u 'Si_, 3: z.'3 .:t: -"- :x_6..,..,, _ � a IS :E.�7r.- p:',�r'� I _ 'ir���i >>FS��hi �+%.y ; -Lw ...: -Rrt.� asw.n�!�ri:nf fT �i•'�:i . _` <_ :. _x • lF,� y`s' -?p -:r.: `-i.F I- 523 -672 EXTERIOR DOOR FL- NAT /PRE -HUNG DOOR UP TO 36X96 OPTIONAL LABOR SELECTED INCLUDES: 1.00 ,a - [, P ,r °z' °i EA $287.00 t,.- �'i �' 'tr ^i:'- ? -,•,- __ . _ ! <.t I" :;... '.a a: is :: ',•;_ "' °mss >. X;-i.r.Ji ((i :�i!!- ; i- a -i''�_ _ � _. si . �. �.[, X�;- �t` IE1�!L• §E.�.�:Eec;'�- �- .i:li�'� ; [2zi:c<:4�F= = 'c:'!•3 1 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)/ 11 INSTALL ADDITIONAL NEW PRE -HUNG DOOR UNIT UP TO 36X95 (APPLICABLE ONLY DURING INSTALLATION AT THE SAME ADDRESS AT THE SAME TIME)/ CUSTOM LABOR SELECTED INCLUDES: sir s ._Ge. 15.r. v • & xr $15.00 $240.00 $30.00 r S. giMARTINEZ, PEDRO ADDRESS: 999 NE 94TH ST CITY: MIAMI INSTALL LABOR CHARGE: STATE: FL ZIP: 33138 -2916 COUNTY: MIAMI -DADE SALES TAX RATE 7.000 TAX: Merchandise - N LABOR - N PHONE (3066) 807-2929 ALTERNATE PHONE: (305) 807-2929 INSTALLER SPECIAL INSTRUCTIONS: fl 15558 CREDIT FOR DEPOSITIMEASURE: INSTALL TOTAL DUE: $50.00 $607.00 $0.00 ($35.00) $572.00 . PRE - INSTALLATION JOBSITE INSPECTION ' DELIVERY WITHIN 34 MILE RADIUS OF STORE REMOVAL OF EXISTING NG DOOR UNIT INSTALL NEW SLAB OR PRE —HUNG EXTERIOR DOOR UNIT ' INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND CAULKING INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF BASIC INSTALLATION LABOR INCLUDES: OF THE NEW DOOR WHEN THE CASING TRIM IS THE SAME SIZE OR WIDER (CUSTOMER PROVIDES) INCLUDE NON- OOLORED STUCCO PATCH TO REPAIR MINOR CHIPS AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER STUCCO REPAIR, SEE OPTIONS) " PRE-HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS WITH SIDELIGHTS APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) ' ADJUST DOOR TO ENSURE PROPER OPERATION * FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON Page 3 of 6 No. 6322 - 199640 Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Narne: MARTINEZ Page 4 of 6 No. 6322-199640 REF #109 * DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATIO 1AS EXISTING DOOR " INSTALL NEW INTERIOR CASING AND EXTERIOR TRIM/BRICKMOLD CARE AND /OR TEST UNIT TO ENSURE PROPER OPERATION UNLESS STATED INSTALL DOORS OVER 72X96 INSTALL FIXED ARCH TRANSOM UTE IN EXISTING OPENING REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WORK STUCCO PATCH GREATER THAN 4 ", PAINTAND STAINING INSTALL ALL AMERICAN DOORS ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE- HUNGDOOR UNIT INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT ELECTRICAL WORK • 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 IN STALLER WILL EROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUSTIN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. • AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION{WHEN APPUCABLE), DELIVERY AND INSTALLATION " AU. BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED FROM THE WORK AREA PRIOR TO INSTALLATION " CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA SPECIAL NOTES: • ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WITH LOCAL AND /OR STATE CODES IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER, TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. • CANCELLING APPOINTMENTSwITIi INSTALLERS OR MISSING SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES " REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. • THE. INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS Page 4 of 6 No. 6322 - 199640 Customer Copy r•' SPECIAL SERVICES CUSTOMER INVOICE - Continued 3058995528 » Last Name: MARTINEZ Page 5 of 6 No. 6322 -1 99640 _ ?'4,Y zc 3 - rii :: yxE ",', xis.': : :: :�.'!_ €-°:- +°yam�y- �t'33;'i:'::I•� i. �. s-: f :'�• =:!`i I• F a 13 TF 6 r:;a'I:: , . il_ • t2'''`v' .'h'_ _ �'€, � �:_... -.+- <`.r�' €ti�1.E I-I• 5 !'i-: :•j.w REF # 108 ESTIMATED INSTALL BEGIN DATE: 0710912012 ESTIMATED INSTALL END DATE: 0810812012 BASIC INSTALLATION LABOR: a .. . .- .. .... .. ... ..... . ... .. .... :c. .....:....a . :.. ..: z.. ... .: ... . -:.. .; .... . :3. b3Y.'.r, Er: : -_ %$x y:S.'"_' :=ffi :.. Svxz e_ d_ _ .x ..: ... ......... ;:-.z :. ;.: - .!:dwG .:, Via. :t`.:A• J:.F:. ,. .,�� fib.. --�_�_ __ "=^ !, , :t,.:.,,, ... ' - :,. .. E.. ,- -ig: I:'9 i •... .. , "-iii ..:... - c , a.:: ...: .- • - w° : f .--qi ro33.I':'.i - !!. ^3: - ... �2: -:- P L.•Y_ � 7 t !i.`�:.. 8c..6- i�I.u:.rEr.... - -<._. _ _: ez_ �._: ,I�. ryE 6� :.t:5c .:. -sc.: i- 5::p � :!'S.er:l: %i� € °ts:f� -s. :Y G FS& -- .: 1 r . •3�}}j?� .r... . -x! x. a.: w c: .- ,.G..E'.,. n.. . -s..- _....:: wx_� -. _. __.... .. i ,.. .r 5r -g3 r ;^- i'i1.. ' ..... :�•.� `�'. :�... ,'w-r.` m:•:- ''ii•i =rl: �i3I -.irL - .;• > :- : ::::' -' •"Sc _- . _ ::� ra_A- :4= °'.....�:i�'•j'-* :�. � ,. ..._ ..r _ _...._ :::9.. ". €. x� -, .3 T`��'1: ^'e: ... _ i _� :r�.- _....� - . eF�I 114 -442 BUILDING MATERIALS PERMIT FEE -NAT! 0.00 EA N $0.01 $0.00 OPTIONAL LABOR SELECTED INCLUDES: _. .r.�.:�� : t... •.,., • ;.-g lie- u 5 . '"^'- -..q ...ts: ? :gi.r _�` ::i :.- e:s =: t.-1- - I;In:w tom. r� -� FS:. - .. „ia.. ,. , ...s% . E. : -..; :: r...:.. + -': :,` �!. r. _ky : - .,s i:i,.r _ :g. vi mm ti. .'�.'.3_.`vYr. :I~ =S ..I C .] : -�I- - Tiv: -:(° ° -::3d : j- �` 1 '��:�. - _- ac_;t?c: €- ,y�T'r .. fxS� .,..,Cc�x.- v`�`i�°�°N.�� il�a . 3:...- �.*`� .......:. ,re3-= ors:. ' s -!.!. ..... . .. . .. ....�L.° . : 4N�: � a !.. lii. 2SGfic7 - Y -'�i `.° T�? - "EC� �.''° ,� -. 5 PERMIT~ AND ADMINISTRATIVE FEE (CITY X $1.00)1 35i}.0t3 EA N $1.110 $350.00 ` N, . MARTINEZ, PEDRO INSTALL LABOOR CHARGE $350.00 ADDRESS: 999 NE 94TH ST TRIP CHARGE: $0.00 CITY: MIAMI STATE: FL ZIP: 33138 -2916 CREDIT FOR DEPOSIT1118EASURE: $0.00 COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL DUE. $350.00 PHONE: (305) 807-2929 ALTERNATE PHONE: (305) 807 -2929 INSTALLER SPECIAL INSTRUCTIONS: fl 15558 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. POSTAGE AND ADMINISTRATIVE). ` DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE SPECIAL NOTES: 'CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE IN FULL, NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY, CANCELLATIONS WITHIN 72 HRS_ WILL BE REFUNDED RUMP* p,t '',L.- ,xr•. -- "=� 3? :? -G k TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Page 5 of 6 No. 6322- 199640 Customer Copy ORDER TOTAL SALES TAX $1 490.58 $0.00 TOTAL 51,490.58 BALANCE DUE $0.00 3058995528 » 2012 -07 -18 23:17 RECEIVING SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MARTINEZ Page 6 of 6 No. 6322 - 199640 0 ifej Page 6 of 6 N0.6322- 199640 Customer Copy