Loading...
WS-14-434Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220603 Scheduled Inspection Date: October 21, 2014 Inspector: Rodriguez, Jorge Owner: PENA WELLS, WILLIAM Job Address: 29 NW 99 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: J&G CARPENTRY INC Building Department Comments CHANGE OUT 1 DOOR FOR IMPACT RESISTANT Permit Number: WS -3-14-434 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010180520 INSPECTOR COMMENTS False Phone: (561)333-5042 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-217941. CREATED AS AM,-- REINSPECTION FOR INSP-208505. Inspection never called during installation. Open up all 3 sides of all doors toinspect Failed ❑ No permit site. Gaps bigger than 1/4 Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 20, 2014 For Inspections please call: (305)762,4949 Page 22 of 48 rami shores Village Building Department N.E.2nd Avenue, Miami Shores, Florida 33138 Tel• (305) 795.2204 F=(305) 756.8972 P CTION'S PHONE NUMBER: (30S) 762.4949 BUILDING PERMIT APPLICATION Permit JOB ADDRESS: BUILDING Permit No. Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: J J Follo/parcew -n _-vol "10/dfp� - C�,Q - Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple "city: H l ctnn i b O f e .s State: Zip: , ',2 trenanML,essee Name: Phone# Email: CONTRACTOR: Company Name: -•A,Cp i S'A j2!& i'_A 71L�' Phone#: Cp 87;� Address: City: state L Zip: 33 Ll r �•-- Qualifier Name: v r d,E4_ L-" "� -r.? S Phone#: 5-61- �T- q�- State Certification or Registration #: of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: 12 7ce' Square/Linear Footage of Work: Type of Work: OAddition amteration {{ ONew U epaidlt lace Description of Work: Ret/ l.S� . 2e( -M 1 `i' OS `.� - %'-i - Cl �`ti ('i Color thru We: ODemoliition **s**s***s*s*****ssss**#sssssass*ssssssF�******swsssss*****sa**sass:$:***sssssas***** Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TraininglElucation Fee $ Doable Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ • t,� 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 roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person ' vhose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature J ' Signatur&§:Z����... ,17 Owner or Agent j� Contractor �e forgoing instrument was acknowledged before me this✓"`' The foregoing instrument was acknowledged before me thi3�g f , 20 '-FI by _ 1N) II r,q,�vL Wg,1-L,3 , day of A , 20.L, byZ�1�1eg� AJ who is rso y known to or who has produced who is persto me or who has produced. As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: JESSE WALTERS a- My Comm. Expires Sep 23.2015 i, ec APPROVED B '�FO,;;,;°p`Commission # EE 837922 I'llis Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: prin ANGELA VnUNG o;e °�• Y �'�?Pu96��1SSi®N P, EEIS 5 My Com ssion Expires: � 1=eCPIRLS Aaeii 13, 20113 (40�398.4't53 Flt�datdo4srysearri�8.r�m Zoning Clerk K=tt'LAUr- wvKs IN 3 Ul t:NINUb UNLT. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. NO. OPENING WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 36 80 20.00 4 38.2 -41.6 FL15558.1 66.0 -70.0 FAMILY ROOM - LSMI 2 32 80 17.78 4 39.0 -42.4 FL15558.1 66.0 -70.0 BACK GARAGE - LSMI 3 32 80 17.78 4 39.0 -42.4 FL15558.1 66.0 -70.0 SIDE BEDROOM - 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 WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVALID SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC i MEAN ROOF HEIGHT = 12 FT 2 IN WELLS RESIDENCE �,,'' 29 N.W. 99TH STREET 5 EPLACEMENT PLAN MIAMI SHORES, FLORIDA gKP ow ° I Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit JOB ADDRESS: BUILDING FBC 201() Permit No. Master Permit No. ROOFING W City: Miami Shores County: Miami Dade Zip: ®_ Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): t \ j 4.!:l � f> Phone#: -3 City: �,ViA, �6<°0s d' e S State: -31ZS7 TenandUssee Name: Phone#: Email: CONTRACTOR: Company Name: 1Q4 C. �i tr'(JPit��C�� U30 Phone#: S(_ V C3VS° `7 Address: t o `% Q*4,� Q � K) City: C�CS`� �C�` V�`C-t 1* --State: EC— Zip: 33 Lf J 7 U --- 1 756Qualifier Name:lj� =_�, State Certification or Registration #: < C-0 Contact Phone#: Email Address: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Q 1 ;6 - Square/Linear Foo a of Work: Type of Work: ❑Addition OAlteration ATew epair/Replace Description of Work: S M Color thru tile: Submittal Fee $ TO -ci V Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ODemolition 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 WORE, PLUMBING, SIGNS, WELTS, 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 CONVIlVIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature i/G "- Signature "—D�—D Owner or Atteent Contractor The foregoing instrument was acknowledged before me this day of 20�, 1}1 by 11 1 eWS — who is personally known tome or who has produced )FZ)L— ©� As identification and who did take an oath. (NOTARY ��t My Commission Expires: APPROVED BY The foregoing instrument was acknowledged before me this day of 20Al by s D. Dcty who is persona)ty lmown tome or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: awM C ay_ Notary Punk State m Flor da y Shard® Avr0 �^ ' MY Commission FF 008587 t EOM 0411812017 i ssr�a+��se�aeesea�r+ss~ Alf (/(LV - Plans Examiner Structural Review (Revised MUM I2)(RcAsed 07110/o7)(Revised 06/1OrM)Mmised 3115M) COMMISSION d EE188835 EXPIRES Aprfl 12, 2018 Zoning Clerk Miami -Dade My Home -Text My Home Show Me: Properly Information -Text v Search By: t3eledt Item v BeppR Homestead -Fraud No to Propern► map Property Appraiser Tax Estimator Print friendly version Property Appraiser Tax Comparison -qummnrw r]ataila- pito No.:1-310 -0 CLUC: NW 99 ST Address LUAM PENA WELLS 11Aeritat Value: NW 99 ST MIAMI SHORES FL 9 unbs: 154 vmwneew rnrnemannn! Zone: Ot100 SGL FAMILY -1701-110 SQ CLUC: 1 RESIDENTIAL -SINGLE FAMILY Value: $102,OD.5 11Aeritat Value: t 9 unbs: 1 F 1,770 Slice: ,100 SD FT am Built 11956 al DescripUnn: SUB PB12-59 E25FT OF LOT 22 & ALL LOT 23 BLK KLVVS%!O5%pW X 108 OR 173552102 09981 OR 27384 am 11 ear. 2013 Value $72 981 Value: $102,OD.5 11Aeritat Value: $174988 Vallm. $174,988 Exemption Information: ter: 2013 $26,000 o YES Tnvn61- V -tun Iniwew.dlnw ear. 2013 e r0 A O ApPpftd Taxxaable�Vat Regional: 560,00015124,988 $50,00=2411116 S50 00013124 988 Board: $26,0001$'149,968 oft Redevelol m Area ferment Zone rise Zorn Land Use Dw-lopraM Boundary I VaWM Page 1 of 2 MIAMIM Questions and Comments webmaster 0 iamidade.aov Property Appraiser Home Page Property Informatfc n Online Help Prowerty Information Home Paas http://gisims2miamidade.gov/myhome/proptext.asp?folio=1131010180520&vbMakeLinh 1/22/2014 Amount: MO PDate: O1R: 7 deed, quh chit deed, or tax deed; Deed b earhtg Sales Qua rt salesDescrO DowrnenlM Slamp at the minimrun rate presa bed under 201, F.S.; Transfer of owrrerehlP where no doe stamps on: paid; or, Transfer of ownership by other than a deed sueh as a final luduemerd or cans order. t oft Redevelol m Area ferment Zone rise Zorn Land Use Dw-lopraM Boundary I VaWM Page 1 of 2 MIAMIM Questions and Comments webmaster 0 iamidade.aov Property Appraiser Home Page Property Informatfc n Online Help Prowerty Information Home Paas http://gisims2miamidade.gov/myhome/proptext.asp?folio=1131010180520&vbMakeLinh 1/22/2014 1 36" X 80" 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 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 2 IN WELLS RESIDENCE 29 N.W. 99TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 136 80 20.00 4 38.2 1 -41.6 FL15558.1 66.0 1 -70.0 FAMILY ROOM - 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 2 IN WELLS RESIDENCE 29 N.W. 99TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA F:\01 Wind 0-400 Serb C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean 1. TABLES ARE INTENDED TO C DEFINED AS THE CR DESIGN PRESSURES (PSF) -ZONE 4 USE OF CRITICAL CO D FQI RoofTribute 'n o 2 3. TABLES VALID F R L & Trlbuta Area ( Ft AYE E . CANNOT BE IDENTI 0 (:AK R ight 30]520 15 20 30 30 35 40 X0 25 43.4 -42. 41.6 1.1 -40.6 -40.2'3 -46.4 -45.8 -45.2 +40.1 Cis +39. +38.2 37.7 +37.2 +3t, 8uu , +36.4 +36.1 44.0 -43.0 -54.4 -41.6 -41.1 4 .7 -48.6 -47.7 -47.0 -46.4 +40.6 +39.5 +38.8 +38.2 +37.7 + .', I- In t vei eTF ni is nFRTiRramm m -44.6 -43.5 -42.8 -42.2 -41.7 -41. +37.7 +37.3 3 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 48.4 6.8 -47.0 45.1 -44.0 -43.3 -42.7 -42.2 1 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.7 +38.2 + .3 +37.1 -45.7 -44.6 -43.8 -43.2 -42.7 -42 -49.8 -48.9 -48.2 19 ft +42.1 +41.0 +40.2 +39.6 1 +39.1 +38.7 +38.3 +38.0 +37.7 +37.5 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 It +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 -48.1 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +38.1 -47'5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft 21 ft +43.8 +42.7 +41.8 +41.2 1 +40.7 +40.3 +39.9 +39.5 +39.2 -58.1 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 24 ft +41.5 8 + 9.2 +38.9 -58.7 -56A -54.7 +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +41.8 -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft +44.6 +43.4 +42.6 +4L9 +41.4 +41.0 +40.6 +40.2 +39.9 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44A -".1 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -49.5 -48.3 -47.5 -45.8 -46.3 -45.8 -45.4 +42.9 +42.3 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 -60.7 -58.3 -56.6 -55.3 -54.2 -49.9 -48.7 -47.8 -47.2 -46.6.2 y 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 ;3tZ +44.1 +43.3 +42.6 +42.1 -50.3 -49.0 -48.2 -47.5 -47.0.5 -61.2 7 4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 6 $ + -51.0 -49.7 48.8 48.2 -47.6 -4 , +45.7 +44.5 32 ft +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -S9.2 -57.5 -56.1 -55.0 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 -51.9 -50.7 -49.8 -49.1 48.5 +46.0 +44.8 +43.9 35ft +42.7 +42.3 +41.9 +41.5 +41.2 0 -62.1 -59.6 -57.9 -56.5 +47.9 +46.6 +45.7 +45.0 +44.5 30 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49 +46.3 +45.1 +44.3 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -57.3 -54.8 -53A -52.5 -51.7 -5L1 -50.6 -50.2 -49.8 -49.5 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +44.2 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +45.7 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52A -52.0 -51.6 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 Mean 1. TABLES ARE INTENDED TO C DEFINED AS THE CR DESIGN PRESSURES (PS - ZONE S USE OF CRITICAL CO D FQI Roof 'n o 2 3. TABLES VALID F R L & Trlbuta Area Ft) AYE E . CANNOT BE IDENTI 0 (:AK R ight 30 15 20 25 30 35 40 45 50 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT VdR117ENCONSENT OFFRANK LBENNARDO,P.E "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHERCERT -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 16 ft OF AUTH #9885 1 I- In t vei eTF ni is nFRTiRramm m +40.6 +39.S +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51A -50.2 -49.2 48.4 -47.6 -47.0 -46.5 17 ft 1 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -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 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 -514 -49.2 -48.6 21 ft +43.0 +41.9 +41.1 +�9, , - +38.5 22 ft -58.1 -55.8 -54.2 - A ' ' .3 , .6 -49.0 +43.4 +42.3 +41.5 8 + 9.2 +38.9 -58.7 -56A -54.7 - .5 .5 -5 8 0.1 -49.5 23 ft +43.8 +42.7 +41.8 + �. X40,$... 9 * +39.2 59.2 -56.9 -55.2 -5 . 2 " -50.0 24 ft +44.2 +43.1 +42.2 2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 4 +44.6 +43.4 +42.6 .9' + 6 9.9 -60.2 -57.8 -56.2 -54 1. 50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41-8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -S9.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +415 -62.9 -60A -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 3211 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 1 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +".B +44.4 1 +44.1 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 1 +475 +47.1 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft 1 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS PORTABLE USE: 1. TABLES ARE INTENDED TO C DEFINED AS THE CR USE OF CRITICAL CO D FQI 2. TABLES VALID O 'n o 2 3. TABLES VALID F R L & LESS THAN 100 SHA B B t 4. IDENTIFY THE B AYE E . CANNOT BE IDENTI 0 (:AK R _ _ S. ALWAYS ROUND n N 6. CALCULATE THE TRI DESIGN LOADS FOR COMPONENTS & CLADDING E C THE SPAN LENGTH (HEIGHT) M YAP THAN ONE-THIRD OPENINGS OPENINGS ONLY - CASE' PRESSURES. 'WORST CASE' IS sIpWN VARIABLE AS DESCRIBED BELOW. KITH THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES =ER AS A SITE SPECIFIC CONDITION. 7 HEIGHT. IF THE MEAN ROOF HEIGHT n'. SLE VALUE OR CONSERVATIVE ASSUMPTION. NG IN QUESTION (HEIGHT * WIDTH) OR ECTIVE WIDTH THAT NEED NOT BE LESS THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER ;EST 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 L BENNARDO. P.E. COEFFICIENTS BUILDING DER VERIFIED BY THE GOVERNING ANTY FOR APPLICABILITY OF TABLE APPROVALS FOR DE G ON F MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B Y'AT `°I CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL RQT _ M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a- 10% OF%W! _.. - RH, PEAK ROOF WHICHEVER IS SMA QF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 14f 9 QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT µ ROOF I HEIGHT 5 ® I 5 /a�55 ELEVATION 55 WALL ZONE FIGURES �, f ISOM I v rn o REMARKS DRWN CHKD DATE INR ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING 'n o 2 m m " 3 0 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7-10, CHAPTER 30 �P�ESS ® � � � A <T rnI- C _ _ n N DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 %ou m �� �z _ MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 C �n O I m THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH: (954) 354-0660 FAX: (954) 354-0443 4 o a -P -� P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT VdR117ENCONSENT OFFRANK LBENNARDO,P.E "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHERCERT ASCE 7-10 WWW.ENGEXP.COMI jiOT, O 4 v MARKINGS TO THIS DOCUMENT ARE NOT PERMMED AND OF AUTH #9885 I- In t vei eTF ni is nFRTiRramm m � .. b Rorida widing Code Onikle Mid SCIS Home I Log In 1 User Registration ! Hot Topics I Submit Surcharge I Stats & Facts I Pubitcations I Fac Staff I sas Site Nap i Links f Search bBu�'ns j I r® essi I roduct Approval Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffeli 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 TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http://www.ftwida"ding.oWpr/pr app dti.aspx?param=wGEVXQwtDgvKmQdDJtQtjYlylOg7j%2ftlWkuy3izYgeFdpXfbLiEA%3d%3d[51712012 10:17:04 AMI Fla Bultding Code Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 The State of Florida Is an AA/EEO employer. ,Copyright 2007-2010 State, of Flod", ;; PrKq v Statement:: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e• mall 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 DBPWs ADA web accessibility, please contact our Web Master at watyna�terfadhnr_ctate.n.�. Product Approval Accepts: BE 0 OR 11 SA,FEI hO:Itwww.f ridaNAding.org)prlpr app_dU.aspx?param=WGEVXQwtDgvKmQdIOUtQtjYlylOg7J%2ftgCkuyliaYgeFdpXfbuEA*lo3d*k3d[5172012 10:17:04AM] 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sldelites Umits of use Certification Agency Certificate Approved for use in HVHZ: Yes F 15558 RO C C&C_NjQjjQU.Ud Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation instructions S-2104 for sizes, FL15558 RO II $-2104 SS.odf configurations, design pressure ratings, and installation details. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FI 15558 RQ AE PER2035 SS,ndf Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. ,Copyright 2007-2010 State, of Flod", ;; PrKq v Statement:: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e• mall 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 DBPWs ADA web accessibility, please contact our Web Master at watyna�terfadhnr_ctate.n.�. Product Approval Accepts: BE 0 OR 11 SA,FEI hO:Itwww.f ridaNAding.org)prlpr app_dU.aspx?param=WGEVXQwtDgvKmQdIOUtQtjYlylOg7J%2ftgCkuyliaYgeFdpXfbuEA*lo3d*k3d[5172012 10:17:04AM] NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors 3737 Lakeport Boulevard Kbmatb Falls, OR 97601 Certification No.: NIOLI082 Certification Date: 05/0.1/2012 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 has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at ww.v.Nam icertification.com. NAMT's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Configuration or or Maximum Pressure Test Impact Qutswing Opaque Size Pos/Neg Pressure Rated Test Report Number Comments Single 1;iidelite X O/S Opaque 3'2" x 6'10"6t 70 IOD psr Yes CTI A -696W Single Sidelite DLO: 6" x!0" (118" Tempered Glass) Max Panel Size: 3'0" x 6'8" Installation Details: 5-2104 1-8 OXO O/S Installation Detalls: 5-2104 1-8 Single 1;iidelite „-y —1— Sidelite-Glazed w .e .. -v v_w .— F., ,y.ange Xs Vo Sidelite-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x!0" (118" Tempered Glass) Installation Details: 5-2104 1-8 OXO O/S Door -Opaque 5110" x 6110" +661-70 10.0 psf Door -Yes CTIA -696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DM 6" x 5'3" (tom" Tempered Glass) Installation Details: S-2104 1-8 XX O/S Doors -Opaque 613" x 6'10" +57/-57 8.55 psf Doors -Yes CTIA -696W Double Max Panel Sirx: 3'0" x 6'8" Installation Details. S-2104 14 OXXU O/S Doors -Opaque 8111" x 6110" +57/-57 8.55 psf Door -Yes CTLA-6%W Double w/Sidefites Sidetites-Glazed Sidelites-No Max Pagel Size: 3'0" x 6'8" Sidelite I)LO; 6" x 5'3" (14" Tempered Class) Installation Details: S-710411-81 en National Accreditation & Management lastitute, IacJ4794 George Washington Memorial Highway/Hayes, VA/230P Tel: (804) 684-5124/l:ax: (804) 684-5122 G , f NAMI AUTHORIZED SIGNATURE: 745' MAX. OA FRNLE MTN 70.25" MAX DA FRAME tBDfH JELPIVENe Steel �� ' 125' 75' BeHULL. P,16,5• MAX OA 36.625• MNL DA �. � �uiE �� .i6• wx DA .on. 36• bwt OA 14'W OA I .YSA6E1&9� OWf--rWMWWOPAOff5MaOf79iY61+!! M PN&L MM TPP. PMIS. MM � Ma Wolff MiPACryM( M1SWM&*VRWTJwRM a� GENERAL NOTES F® ® ® ® ® ® V 1NACTNE ACM 6. W. g Q� 1. M PRLHW IS OES9M TO CWWLY MIR THE G102ftETf1' ROM BLOLSVG�, so. OA 010. Z O, Ott M kIIUaTV_HU�tGNE ZW _ MAX MAK RMTM y X C or _r00 tniSi BE ANGKa4LII tmrmrRtr m mauazu .: OA OA S .125 3. PROOUCr ANpi 5-!6W fel: AS UM AND SPAM PM ANCHOR LOT UMN M f�(fA{r � . � n x DRAWING'S ANCHOR EMBED TO OM i1ArEW %ALL BE SEMW WALL 47 fG CR SAMOA a w >c d 8125' Bi.25• ® D.L.O. 4. SEE TAME 1 ON TM 9UT FM OE9t,YJ PRESM RATINGS. MAK. wx R:9 5. MS PROt7 V M WATER If ENTS PoR % 2- ZONES SFE OA ® O.A. A rw OEM PlI$st67E" CHART BELOW. FWX FRAME 6. DOORS ARE MRACT NO AND DO AW REQUIRE MM-DADS KDOW HWIT APPROMW fMPACT RESEW SHUTTERS. 7. F� tat SAPPROVED IMPACT REWSW WURERS AW REWIRED 8. SOET.t1E5 ARE AN Q-17WF AND CAN BE lS0 IN A Sgtlq.E OR DOME m COWMAWON. SINGLE IX/IS8?NrPACT c A 0.75• 0.625• IdFpi (OXO) W/ C B t4�t-IMPACT-r 0.625• MM FROM EXMOR RESID&MINSLM#O STEEL DOM icanmrar 10 d has caltdam) WFACr LMT (Wo COMPONENT CONSTRUCTIONS 37.75' MAX. OA 107• MNL OA AW KVIN Face sheets: 24 � (0.0201 ffdhMun 06ckr , Cdvadzd Steel A-525 FRAMHE 890tH .875' .i25' .75' ULXL 155• MAX OA o� m cmnmmdd gmty - AXW per ASM 620 path average n'odmwn ydd 3&b'25' MAX. OA BAR 1PP. SMELPE FIM wM W �rgm Fy(—)44,600 psi. 575° IYP. �M' MAX. OA I -J{j 3 PANEL BOTH 36• MAIL OA 14' 1d AX. OA Cow desim Eweaded pdysfyrane Ob 1.0 M 1.25 &s./cf dereky, by PANEL 501H 11 WASMAML PANEL MM PANEL 14M �ti JEID-WEN, (NG 999 `- � o Dom Pond Cmrsfactimr: The octan and a par& are cweskwted /Toon M1 2464 (Rt w mea gatvarixed std. The face stied taps mrd bottams a e n teat W aw ale tap and bottom reds The tap LVL rar9 meames 1.67' ® ® pig 1'r 1.04Y � rho ad battmrr rd is rd formed 0.021'gotvan¢ed NAM OA�D.LI O. stmt nrevvaarg 1.67• pita x 1.21* W;IL The sties of the fay ars �' 80 rdl form ed ado Ore LVL Mch we aad Pondarm Pbw ww sm *fM* MAX MAX maran 1.67' x 1.07. the irdaror carily is Md Oh pdpstyrem. The OA OA fooe streets me Ond to Nle polyetyrmre. PANEL PANEL 63.125' o Feed Lae Cain.: The sash a coasbuctd from 24Gk (044 min.) galvardzd tif7pti' HE3G31f MAX SLA steel The edges of are fees attest am bort W arer ate polysVwn core ® ® OA LLT` and ghard to M rhe slab pmrds am Tadd to rem" the OM LIP We 8125' 81.2b' DLO. Fmmw or Ow notify UgM frau. (See west 7 for Owq MAX MAX. HMK detdfs.) Tire Ike fames are seated w/ M Vorti g canpaand on Bre OA ® DA Marten FOAMS FROM c Frome Caahrrtlimr: The frames am rmcbmw form Porderm fife pets bfEfGtbf tlAflif measan 1$' side x 45625° QeW IM door ad ache head *nbs, are moused and butt jdood to the sMe jams and attadeed vVi (3) 18GL 2'x 7/16• own e8e sI plm The umb Tore a standard bxxrye fico Pardo tiveshdd measaing 4.041' d x 1.0' toga. The apeshdd is �drd b 211 toy#' x 7 1'6" pea es I7MISLE OUT OM WACrLw (0w) W( Nadnwxr 7A�EOFGOVIFNTS .0.625' ��F f1' SIVEL7ES V�WfD LM DE5CRW°oNwE7D FRDM KJtrt7a0R �� 4(1' i `• s-r T-or 1 fes.NOIES AND � �Lat1M� — TABLE L:OEM emsm ww-4HN Mot 4 ANU am e1' iwJ IS AW MULS S�lxflu �-mayi�2�012DSM alOmedlrpHermes FNwe%FE +�T •�a��+ >oamar i p p.sx+.• ��` OLU INM M 5-2(04 8 101'91' M +57 pd ,57 t 7:5 35ti-04W � � 407-544-2.366' 7 0.75* MIX 0.75, Am. 'G" EDGE Or 5 EDGE DIST. M1AS0AIW 51 1 SUR FACE SKEEr M rum-mix) SI M 1M* By 0 6y OTHER 2 "aw M"IRM M", WE Now MIN,• 3 a 4=4V FUN UERM4 0.250 19 [E 19 4 5 FRAME LAICH 01MV (FORU JOWED PONDEROS4 PM MAX. SMb! 20 2 -1! 1- L PRd f To iM STEEL 7 WOR L410f SW LVE 0.25 449 8OUTYM FEM BW FACE 1140W XWOM %% . . . . . . ---- to aW FRIM WX 16a X ['(FOR MWDU CWT Campggsw wwgsw SUL FOW ff M TOP RAIL LYL ;e CR SEE DETAIL 73 ON SHEET 5 SEE DETAIL 7 ON SHEET 5 12 M WITUM! M STEEL I 13 a= NNCE SIZE (Faw me pwagm d NOTE 6 SEE ON 31 14 10 x I prH w= smw Sim SK. 4 29 SEE NOTE 3 M 15 LOCK BM WIGER J09M Pt pw to SK. 4 16 J/161TW TAPCON ANCHQR W1 1 1/4' MIN. EMBED. STEEL 17 EXPANDED POLY57YRENE (1.0 to 1.25 U DUMM 6Y W-WEN FO W 1.750' VIN 1.750'Aft is NOT USED PANEL THK Pa nfK. 3 19 2s WQQ0 SO 0= 20 -sw--Uo W —ualw fm NNW NEW 0-g-GM-R-R F- 1 21 KNVW 400 SENS M SIM SEE NOTE 2 ON 22 KWK%T TRAM 700 SM WMT N60T SHE 4 2 38 23 -F4- x f f PLASCROY (OUL UTE fgw Sim 45 x 2 PFR WOOD STUL 0.125' UK 4 0 x 2 112- PFR WOE SUff g iv x pw W= MPER4UL ASWAL TO 00) S SIM Q GLASS Tw. 27 26 RO x 2 PFH WOW SCREW MULLION CAP WOW <65 Z9 SLfCW CAULK (CR L4!?LMX 33 C) 81.25' MAX 80.0" A(4X. 81.25, MAX. SEE GLAZW MAX jo V OAM Comm QW SYW r WD TOM MAIL IGGA. x J/4- FOR J/8- 011ARM SUCONE San VA OA OA DEIAILS. SHEET CA 32 J* QUARTER ROUND SUBM STOP WOOD FRAME PAM9 FRAME 7 PANEL 33 -JT one &DW FOR STEEL DG0R BOTMM ft w HEIGHT HOW HEIGHT HWIT SCHLAGE wft " Lw�� W vio sm F!kVis WE 0 J5 SCK J6 SIDEM SUL FACE SfEr 24GL MIND" AOL 9MJ SEE NOTE 2 ON 37 M) am WR SIW. 4 2 S,G[7A, -WECK PMYWM PF5M CIJ) RXYRW. 39 PRESSURE TREATED MULLION BAR J3 4- x 4 9/16 x 81 1/4") PT wm 40 AUW" E)WW AWWA (Or ALUMM 41STEEL ASFRAGAL SnW PLATE W IMPER&W 42 YALE 161013 KUWAGE SEWS mn 1 36 Q YALE VEABSOLT NORGE SKIES War ST snn NOTE 6 ON 44 SMITE FRAME tW SILL AND AM (FIRM JWU FK 84 PNO w= SHR. 4 29 45 LUE FRAME 9Y TRMW FOR I 2 Lau. 10 a.3 48- 112 WSLLATED MWIAMPA111 QASS iEE NOTE 8 ON 16 — 47 ey =2PW FUL YAW. a NOTE 9 99il. 4 48 ly uc�nw CLASS SHE 416 nrTA" 7 SE F DETAIL 7 49 LIFE FRAME SCREW #6 Lm PWWA (By Nuu— Sim 12 ON SHEET 5 \V 4 50 -yi- GAM Campo= Dow f 199 —54m6aw Swww \-- -.- Tip am saw W/ 1.w- Mix 885M MW (ATCH STRNE SIM STm ::z .625 53 MW VICH BW Wr STRW RALE .,Ills ... fill'. STIR I MCI 9-11-01 Pnpared Br. Sc"- N.T.S. f.25'2,50• Wt Wt comicawEv 1.75' 2. A6W_ cm w-. S. SAFFELL MAL WMNRY UY OHM UN. or BY OPIRS S-2104 $PON n CROSS SEC77ON (1) F - ATE �CRO THRESHOLD SASH Fhm 407-644-5957 sw —L OF JL Fuc 407-644-2366 SEE NOTE 4 ON SHE 4 T � 1 1 tO 51 SEE OETATL 5 ON SHEET 5 HORIZONTAL CROSS SECTION G O. MAX HINGE JAMB TO BUCK S (E1_H0R! NT�CTION SAT IMPE AL ASTRAGA SEE NOTE 1 W. A . DUAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE REd! 24 NOT SHOWN TW 1REW FOR Clutttjp F. '*. NOTE 7 SHr 4 L3m�w • • CONCRETE/ MASONRY g BY OTHERS ' 0.75' MON. o ' ° EDGE 067. 'BOTS (2) TOTAL; (I EXH) LO. AT TOP & BOTTOM ' - Prepared 6y. EKt�BiQR 4 Q *K ®r. S. SAFFELL a.. mwsP W- 5-2104 ,COU&M FhM 407-644-6857 'e Fac 407--644-2366 %4w _L ag$ 0.75* de \ 51 tO 1 17 Ef)GE Ta SEE DEWL 5 ON SHEET 5 • 0250• M4X (CN H0R1Z0NrALCROLSS SECTION \-VLATCH JAMB TO BUCK 1.50IWN. SHIM CONCRETE/ MASONRY EMBED. BY OTT#RS T � 1 1 tO 51 SEE OETATL 5 ON SHEET 5 HORIZONTAL CROSS SECTION G O. MAX HINGE JAMB TO BUCK S (E1_H0R! NT�CTION SAT IMPE AL ASTRAGA SEE NOTE 1 W. A . DUAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE REd! 24 NOT SHOWN TW 1REW FOR Clutttjp F. '*. NOTE 7 SHr 4 L3m�w • • CONCRETE/ MASONRY g BY OTHERS ' 0.75' MON. o ' ° EDGE 067. 'BOTS (2) TOTAL; (I EXH) LO. AT TOP & BOTTOM ' - Prepared 6y. ssme• R.I N. 4 Q *K ®r. S. SAFFELL mwsP W- 5-2104 ,COU&M FhM 407-644-6857 �a Fac 407--644-2366 %4w _L ag$ SEE NOTE ON SHT: NOTE 7 SHE. 4 kN SEE NOTE 3 31 t.750' ADN. TMGINTERI ON SIM 4 gXIE✓BOR PANEL. 10 �� SEE GLAZING 3 /� 1� f 0 10 SEE NOTE 5�� / ' SEE NOTEGETAIL-Sh 2 �V SHT. 4 SHEET 7 �� j ��� SEE NOTE 5 i i \\ 2 �1 SHI 4 Z5 f 1 ��� cn y // SEE NOTE 6ON ON SMT. 4 ��� 29 OWN SPIT. 46 x z SHT. 4 SEE DETAIL 5 SF DETAH. 5 v 0.750' ON SHEET 5 ON 5 0750"E GLAZING oN 39 HORIZONTAL CROSS SECTION (G1 HORIZONTAL CROSS SECTION 39 DETAILS. SHEET 7 o ` AT SIOFJ_RE TO LATCH JAMB AT STOELJTE TO HINGE JAAA �z U / 1�SPAACING FOR ITOW #26 THE /t0 x I' PFH SCREWS ATTACHING rHE f&ffRL4L ASTRAGAL TO THE fNACME DOOR IS 51 19 2 4 3 T ON WT� 3 3 QI AS FOLLOWS: FROM IW TOP DOWN & THE WT= UP: 1.0', 2.5; 4.0; 55. 13.0 ; 18.0' & 26.0" � OTHERS a o 2. SPACING FOR ITFl/ J23 THE J8 x 1 1/2' PIASCREW IS AS FOLLOWS. SEE GLAZING TOP & Wr M. HORIZONTALLY, SHDELITE PANEL 3.0' IN FROM EACH CORNER. 3 3 4 DETABS, SHEET 7 ON THE SIDES. VERTICALLY. FOR THE MU PAtB15: 3.0', 13.0" 26.0. 39.0 52.0' & 63.0° °e 3. SPACING FOR 1TEM (31 THE I6CA x 3/4° BRAD IRM NAIL ATTACHING THE QUARTER RouND TO THE smm AND b ITEM i9 THE 16U X 1' T#tAO 7MM NAIL ATTACHING THE MU ON GAP TO THE MULLION BAR VERTICALLY. Is AS � o FOLLOWS. TOP & MTM ffOR2ONTALLY (FOR THE 3/8' MM -RM? FTOIJMO); 1.25' BH FROM EACH CORNER WITH p ,� \ EXTERIOR (1) NAIL AM -SPAN. ON THE SMES VERITCAH_LY (MR BOTH 8° QMTER R N1D & MULLION CAP}: 125' FROM EACH ETD & SX YORE <. EQUALLY SPACED ON PC FIELD. a_ o' \ 4. WHEN ATTACHING THE SM PLATE TO THE .IAMB AND BUCK USE REM 125, A 18 x 2 1/2' PFH WOOD SCREW. i.. 0.125' ABN. INTERIOR >?12j MIEN ATTACHING THE SIRKE PLATE TO THE AM AND SHDEM JANE AT THE MULLION USE REM 124, A 18 x 2- � GLASS THK PFN WOW SERER! S. SPACING FOR ITEM 125 THE /8 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUUION. IS AS FOLLOWS: 6.0' IBM EACH VERTICAL CORNER WITH (4) M SCREWS EQUALLY SPACED ON THE FEM SE NOTE 6 THE sIoa E PANEL IS SMIRED WM THE wan JAMB W/ REM 129 SILICONE CUAK ON THREE SIDES ANO " ° � / CM SHT. 4 HORIZONTAL CROSS SECTION 3/8' QUNRIER ROlINRS SECUWITHFI RED ITEM 131 H 1lRAf AU14S : 3/4' LONG 0.75' ABN 7. WHEN ATTACHING INE HINGE TO THE JAMB AND BUCK 11S ITEM 127, A X10 x 2' PFH SM. WHEN ATTACONC °? `� SEE 6 t tiS 29ON `l x���i l QlST THE HINGE TO THE .IAMB AND SDEUTE JAMB AT THEMULLION USE OEM #14, A ¢10 x 1 3/4' PIN WOGS SCREW. ° HE SHE 4 F. o v 8 SPACING FOR HTEM 149 THE 16 x 1 1/2' PANHFAO SCREW (TMNnY UiURAME) IS AS FOLLOWS: a SEE DETAIL 5 :� =4 .•`' '� r:' O = ons 9-f 1-0! N.T.S. SCUM LIM41 E FTTt>M IRE TOP DOWN VETTTICAL+Y: J251, 18.0625. 32.81251, 475625' & 62.625* a ON Sim 5 p a°° B xi9. ma LRFtT3AN_F mp & BOTTOM. Elm THE LFFf: ONE (1) SCREW AT 4.4375' e 4 ALTEIMTE OONCREIE/MASONRY INStALI.ATION ANCHORS OF EQU(YALENr RAC CIATERHSITCS CAN BE USED uvN AIA %w of THE AHRCHBTEcr OR BVGYIImt OF RECORD FOR THE PROJECE OF waT&LATKA1t 0250° MAK= SBM * • : * = Q q 'Cm P =; fff- S. SAFF U °t' • ;OrAww' to. USE NEM 131 WHEN WSrALLHNG WM WOOD SUBSTRATE AT HEAD & Jam. USE ITEM 125 WHEN INSTALLING WM .5r r i�+n• ��,�� HTuu6wC won LNC S-2rO4 MULLIONS. USE BEM X16 *0 INSTALLING BHTO RY SUBSTfLur AT SIDELDE SILS. gL s cr a 4077-444-6957 SEE DETAIL 4 ON 714IS SKI MAX. OA FRAME 0-9 am 5 STRIKE PLATES TO nsTl7A W aorlig DETAIL 4 THIS SHT. .15' MIN. C-sw I SEE NOTE 10 \ ON MEET 4 OM 7 FCRSW NON ANCHORS r i OL91M OROPS, 8C. phow 407 -s44 -M F= 407-644-2M mro, em JWd aex. m S SAFFELL w.: s-2104 MAX OA FRAME 107.00' MAX OA FRAME SEE DETAIL 2 ON SHEET 5 4.50` s TYR IYP. 6 TYR 5 SPACES ® 13.85" 3.00' TYPr 3.i Iry 00' 6 SPACES 16.41 TYR 1m' TYP. 13.41" OD' 7YP 6.00' Tw CX!° .00' 31' 11 I tII IlI I I 11 of. NJ sax. w.. S SAFFEU. 51 59 U` Plwt�e; 40T-644-�57 f 1. TYP. TYR FM �ma�e Fax 407-644-2366 SEE NOTE 5 �7n 1.25` MAX. ON SHEET 4 /// SEE DETAIL 5 — ON ON SHEET 5 1 25 - - t II a E 5.so° 16 - - W 11 i t I I 3.00` 00° TYP inn• ova ,r ..........4i.til.iLk SEE OEIA1L 4 ON SHEET 5 6 TYP. 37.75' MAX OA y FRAME MUTH ci 6m'utygi ' SEE DETAIL 4 '.moi xTt 0. 6 TYP. , Y m /ON SHEET 5 TYP. iYP. i SWORE ODS WTT MT SQIELOES ANCHOR LocAT1ON5 HEWED FROM WIERM 6 SPACES 51 TYP. 31' � of. NJ sax. w.. S SAFFEU. ��y U` Plwt�e; 40T-644-�57 f 1. — FM �ma�e Fax 407-644-2366 �7n 1.25` MAX. SEE MAIL 6 ON SHEET 5 a E 5.so° II 36.625` 96 F DR TYP. iYP. i SWORE ODS WTT MT SQIELOES ANCHOR LocAT1ON5 HEWED FROM WIERM W.4M N. T_& of. NJ sax. w.. S SAFFEU. o. U` Plwt�e; 40T-644-�57 OpAwm 90. S-2104 scen -L --L FM �ma�e Fax 407-644-2366 EXTERIOR TEMP. EXTERIOR 50 �� 0.125" MIN. UTE FRAME z P. GLASS TEM1;KME55 w 1/2INSULA GLASS 1.0wMM LUPOY 7 id 0.50" INTERIOR GLASS GLASS ATE 17 29 50 4 50 38 2 SEE NOTE 2 ON SHT. 4 EXTERIOR 0.5w" MIN. .10 .50° GIAZOCG mw t OQL C11E FRAALE SIWGtE PANE II; CLASS TW- 0.125" TEMP. 0.250" AIR GLASS SPACE % r 1/8" TEMPERED GLASS INTERIORSTEEL SPACER CLASS SS ° � 3 SPARTECH POLYCOM WOW C13 a GLAZING REQUIRSen OLRLINEO S c ATE 25'x.50' 0.125° TEMP. IN FW SWIM 24W. IN R 0.50 INTERCEPT GLASS dt ♦♦♦1pnu1 $ F GLASS STEEL SPACERii o ON SHT. 4 BITE a a 17 29 29 n NOTE 4 49 ON Sffff 48 !V r : p 0 DAM 9-11-1 is EXTERIOR TEMP. �� G0,125"LASS UTE FRAME 1/2INSULA GLASS 1.0wMM LUPOY 7 .750° AIR SPACE GLASS � .50° 0.125" TQC. ALL GLAM CONFICURAIIIS INTERIORSTEEL SPACER CLASS SS SI�W LL COMPLY mm SAFETY SSS GLAZING REQUIRSen OLRLINEO S c ATE IN FW SWIM 24W. 50 4 SEE MOTE 8 ♦♦♦1pnu1 $ F � o ON SHT. 4 ♦ W a. a !V r : p 0 DAM 9-11-1 status N.T.S GLAM OETAIi 3 • tom. er rN TRAY LITE FRAME 1. 1NSiRATEO TE6OERED GLASS = aa. w. S 54 L(FOY EU -5W7:: • :' • 1:J i'oT aoro.• \���"�GLUM INC. S-2104 ♦ Rww 40V 7 sect 7 a' �8 �4♦mam Fac 407-544-2.%8 1,670' -1 — 1.670* 1,670" 1.670 4-%25' i — zim, 1.210,1.000, 1.042•M. 0.750' 00= DOOR BOTTOM R41L W(GE I RNGER JONTED POlVD8W OM LATCH11 NOW M (0.021� SW POE WOOD LA FI&W JOINTED Cos PONDEROSA PW I I I r— r1.645* Om 0• j" 1-544' 1.544* -T1.752- Woo. umm- -4 T�7 6 2,521'— 2ZI9'— 2 6221 - CORNER BLOCK COMPRESSM AfAAM17P STEEL BMW 10 SCFUM Q-LON ODS 650 �POLVPRO�P. OC"- MPOLMYPROMP'p WL=P-offlm�S PROP. MW.v 3.0* Lail; MITY PL4STTC LRE KIT MATERIAL RMTY PLASHC UTE KIT MATERIAL ODL RAM UTE KIT VATEM I 1.500° APPROVED UNDER NOA 7-0828.01 *PROVED TINDER -NQA APPRMW LWOM WLI10-_12= 1.250- 1.109 om. 0.4&* 0.o -m* T— 0.624- i ---T T -T lol Va" ROUWD 1.750' f.736"0.675' ❑F] Spam 2.040- 0 0 ASIRM MS IWO 0.3125' 2-500' 0 2.13r1.012 pm • Mk x 9' LONG BOLTS; L:oj T, 1.375' I- 0 0 1 ON TOP, I ON BOTTOM 0 Ll -.1 1.025* 1.381, - I. 4.0m, ASTRAGAL (WERK) ASWAA STRW PLATE ODOR tAiT3L STRIKE P1AlE DOOR LATCH ORDO U1M Lwo) WW STEEL BUTT 60046 ALUMNIM (wEw 6.125o vEEi) @Bamr EVA PM K (8 & x4' x 0.097' TW, STM srm 25. 11.875' OR YAMS WH 111"ARE 150 0 1.710" j -r 1.000, &W ME R#4WW PEWKO /XI/5 PMPMW ar S. ax phma 407-644-5957 far. 407-644-2J66 S-2104 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact@bulidingdrops.com Product Evaluation Report Of 3ELD-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 Steell/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: 01111111111'r., F. O rri 7 T T s i 4 luation Report Pages I Installation on Details P ges 5 _ 4 �l��l 1 �� Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30 -04'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#: Date: 05/01/2012 Report No: 2035 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: 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. Limits of Use: 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 S-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 5-2104 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 Fi_#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 Quality Assurance: 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) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 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 Installation: 1. Approved anchor types and substrates areas follows: FL#: Date: 05/01/2012 Report No: 2035 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 ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to installation Instructions (5-2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, MID X XO XO OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 //2A\\ BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 F SA a 7 FL#: Date: 05/01/2012 Report No: 2035 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 25" c ro, P.E. Florida No. 73778 Page 5 of 5