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Home My WebLink AboutSUBMITTED PAPERSDATE: PERMIT NUMBER: 7 LO 00 S y 1. 2. 3. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUH,DING & CODE REGULATIONS DIVISION 2300 Vir inia Avenue Fort'Pierce, FL 34982 SCANNED (772) 462-1553 BY St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS LOCATION/SITE ADDRESS: ' 73 % KeSPrk Cncc ele Ve , /ail 5 L dci P 3 M 7 PARCEL ID NUMBER: —,5 DESCRIPTION OF PROJECT OR WORK ACTIVITY: 1..-/1. `e WDD!` / aft)," D� 4. TYPE OF STRUCTURE: SFR oor I 5. OWNERS INFORMATION Name: Address: /7q�o2- City: 1-401 S/ f vci e State: _�� Zip: Phone: 77A`5-19 /9P7 3115t'w"� 5 42 I,E HOME OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert#: G County Cert #. Z 6 V 71 Business Name: A%b7 m /Ye l e A 40n ; _`rc . Phone Number: 772 -- Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 20 mph 30 mph 40 mph Windows & Skylights Exposure B �. 6� vie �'S ui� Qz° v✓ FJass �L 9�G `A / Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) S i We i te s B- Size -7 C- Size 7. VALUE OF CONSTRUCTION: $ FEES DUE: d % ' D— RECEIPT: 26 / 2 owmws AFFIDAVIT: I certify that all of the information contained in this application is correct and 7 com lcom liance with all applicable laws regulating constructio d zoning. rian e ,5 e ` PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QU STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THS 1St OAHAS PRODUCED AR IDENTIFICATION. SIGNA OF NOTARY TYPE R PRINT NAME OF TITLE: NOTARY PUBLIC COMMISSIONNUMBER IS PERSONALLY M v P MY CON ?; o; EXPIRE R Q;. Wndad Thru be done in NEOR WHO 2013 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING CUD I e-S ST. LUCIE COUNTY Vinyl Siding 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 H Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building'permit. This application for Permit'may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .................................... lndicate'the street address, or general location, ofthe property on which the building activity is taking place. 2. PARCEL ID NUMBER:........................................................ Indicate the Property Tax Identification Numbec,for the property on which the building activity is taking place... 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the•building activityundeflpermit application. 4. OWNERS' INFORMA`FION:................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5: CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION :........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.1% For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 30-JUL-2012 06:•46 FROM: SOUTH !'^•^ST ei/t74f2UI2 12:40 1 /24U6#43 7723446042 Sic Tn!4626443 4 P.1/1 Ply 01 / 81 PERMIT #: ZOV BUII„ DER,/CONTRIACTOR: PEST CONTROL CONTRA PEST CONTROL Limse We, the unfta ym4 hereby ce subtmywmn termbs In aaaord4' SQlJ" feet If am@ Pere of soluWn. Dabe of Ti^eathnerfr ^.�F(t71mt Treaane>k ..�ite-Treat t --1 Trelftert Re -Treat paw'. Fart Piefoe, PL 34962 412-2172 rmt M4024M TE OF TER14M WC n. 0M SOIL TR a � �4� 4) C-"P--' that wr hm pr acted tfe shave i W h the stands of the Natftstal! therr4oh used: —, Total galWo used% , Thee at Tre Mona ItTril "flab � RwTFn wTrq Slgnetun of PAft. vmftmurtbw ■ aamAie far f fir MICA raq�isd d 0»at ar st � WbydWjwo orattwa✓wdo rearft.5 MC O&LO [mom aft 9/islbbpdHldldtb reor,Aer a�kaGr tre&464 dim tom4 paupta is arMedw b !P g e.W dW be axrpiMcdpnR�rm �ht! bv�9 � SR UKIM ClWntV Mqukft fbr th M m2bn for rdet OM ,Ar r ECEIVD JUL 3 12012 taa►r wOmeafv�r� omfrtfirprwmrOhrt d dMr»111x A �a6rHrapar�l� bird Itw t C7e orA3w ae +�h regrred r& twd bi o d&md rapylbl°d!: bAft AS TAe Adbrearx aft delta � arr�r � � � tlrrrErareo►rad fireernrAb 6 t� l�l bw07xnc�haA► ffeal Inspecdon fbtr CO, a PMrtnno" S kJmr to be placed an 7370 As e sil v C� -W 4Q Florida Building Code Online L� Page 1 of 1 Search Criteria Refine Search] ;Code Version 2007 FL# 9162 i ,Application Type ALL Product Manufacturer ALL Category Application Status ALL ALL Subcategory Compliance Method ALL ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ;Product Model, Number or Name ALL Product Description ALL f iApproved for use In HVHZ ALL Approved for use outside HVHZ ALL li ]Impact Resistant ALL Design Pressure ALL ;Other ALL ;search Results - Aoelications FL# Type Manufacturer Validated By sta us FL9162-R1 Revision Builders Hardware Inc. Schmidt, P.E. Approved Histo Category: Exterior Doors [LF. Subcategory: Swinging Exterior Door Assemblies13) 926-6537 ;'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. �_ J Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.fl.us. Product Approval Accepts: M 13 0 SttCllT'It 'At1iYY1(C:1' vrrutc� T'enato. a VE itIFY httnJ/www.floridahiii]dino.orcr/nr/nr onn lst.a.qnx ?i?i?n» uu." Professi ��*Product Approval USER: Public User VZVM2ZOWZQ= Product Aoorovai Meno > Product or application Search > Application List >�Application Detail FLC�� L91F 5�2-R'-1 . �, x •' Application Type Revision' Code Version 2007 Application Status Approved Comments Archived Prod uct.Manufacturer—, Address/Phone a/EEm I�� Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assuraoce_Entlty Eualll Ass urance=Contract-Expiration Di to V-alldatetl-B Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Builders?Hardware'Inc 56 5-E-Powhafan` Ave Tampa, FL 33610 (800)966-7753 jngodwin@bhltampa.com Vivian Wright rickw@rwbidgconsultants.com �Exterio�r Door"'s. Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Wendell W. Haney PE-54158 National Accreditation and Management Institute 12/31/2015 ' L— L.F.— Schm-i3 , P.E. Validation Checklist - Hardcopy Received FL91.62 R1 COI Certificate of Indeoendence.odf Standard Year Accepted Engineering Practice 2007 ASTM E1886 / E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 http://www.floridabuildinp.orR/Dr/Ur aDD dtl.aspx?param=wGEVXOwtDosL%2b2sNOOM... 2/2/2012 Florida Building Code Online r ' ,� Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/18/2008 03/30/2008 04/03/2008 05/06/2008 iSummary of Products FL # Model, Number or Name Description 9162.1 a. Fiberglass Door Up to a 3'0 x 68 Glazed "Non -Impact" Fiberglass Door - Inswing / Outswing Configurations X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.1.odf i Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ' Other: See INST 9162.1 for any additional use FL9162 R1 AE EVAL 9162.1.odf limitations, installation Instructions and product Created by Independent Third Party: Yes i particulars i 9162.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Non -Impact" Fiberglass Door i with Sldelite - Inswing / Outswing Configurations (OX or XO) i Limits of Use Installation Instructions Approved for use In HVHZ: No FL9162 RI II INST 9162.2.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 i i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.2 for any additional use FL9162 Ri AE EVAL 9162.2.odf limitations, Installation instructions and product Created by Independent Third Party: Yes particulars 9162.3 c. Fiberglass Door Up to a TO x 6'8 Glazed "Non -Impact" Fiberglass Door i I with Sidelites - Inswing / Outswing Configurations (OXO) Limits of Use Installation Instructions J Approved for use in HVHZ: No FL9162 Ri II IN_T 4162.3.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports I Other: See INST 9162.3 for any additional use FL9162 R1 AE EVAL 9162.3.pdf limitations, installation instructions and product Created by Independent Third Party: Yes articulars 9162.4 Fiberglass Door E Up to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door - Double Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.4.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.4 for any additional use FL9162 R! AE EVAL 9162.4.adf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.5 e. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations �(Oxxo) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.5_pdF Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.5 for any additional use FL9162 R1 AE EVAL 9162.5.)f limitations, installation instructions and product Created by Independent Third Party: Yes j particulars 9162.6 f. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door - Inswing / Outswing Configurations X Limits of Use Installation Instructions Approved for use in HVHZ: No I FL9162 Ri II INST 9162.6.odf i http://www.floridabuilding.org/pr/pr_ app dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQM... 2/2/2012 Florida Building Code Online r "1 Page 3 of 4 Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162,E gdf level "D" and includes Wind Zone 4 as defined In ASTM Created by Independent Third Party: Yes E1996. See INST 9162.6 for any additional use limitations, Installation Instructions and product particulars 9162.7 g. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door with Sidelite - Inswing / Outswing Configurations (OX or XO Limits of Use Installation Instructions Approved for use In HVHZ: No FL9162 R1 II INST 9162.7.Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 RI AE EVAL 9162.7.Ddf I level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelite must be protected with an ! impact resistant covering in compliance with section i 1609.1.4 of the FBC. See INST 9162.7 for any additional use limitations, Installation instructions and product particulars. { 9162.8 h. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.8.odf Approved for use outside HVHZ: Yes Verfed By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.8.Ddf level "D" and Includes Wind Zone 4 as deflined in ASTM Created by Independent Third Party: Yes E1996. The glazed Sidelites must be protected with an impact resistant covering in compliance with section 1609.1.4 of the FBC. See INST 9162.8 for any additional use limitations, Installation Instructions and product i particulars I 9162.9 i. Fiberglass Door Up to a 6'0 x 618 Opaque "Impact" Fiberglass Door - Doubie Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162-RI tI INST 9162.9.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panels meet missile FL9162 R1 AE EVAL 9162.9.1)df level "D" and Includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996.See INST 9162.9 for any additional use limitations, Installation instructions and product particulars 9162.10 ::1 Flberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Door with . Sidelites - Inswing / Outswing Configurations (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.10.Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.10.Ddf level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelites must be protected with an impact resistant covering in compliance with section ! 1609.1.4 of the FBC.See INST 9162.10 for any additional use limitations, installation instructions and product particulars Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessiblllty Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdblinstate.fl.us. Product Approval Accepts: http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgsL%2b2sNOOM... 2/2/2012 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-9162.5 R1 Date: March l 8, 2008 Product Category: Exterior Doors Product sub -category: Swinging Exterior Door Assemblies Product Name: Glazed Fiberglass Double Door With Sidelites 68" Inswing / Outswing "Non -Impact" Manufacturer: Builder's Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966.7753 Facsimile 813.977.5632 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Builder's Hardware, Inc. based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL-3 551 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wende*41 P.E. FL No. March 18, 2008 PF1241 Sheet 1 of 1 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-3551 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-3551 for size and design pressure limitations. Wendell ey, P.E. FL No. 54 March 18, 2008 PF1241 Sheet 2 of 3 Builders Hardware ' no. 5615 E. POWHATAN AVE T.AMPA, FL 33610 PH. (800) 966-7753 GLAZED FIBERGLASS DOUBLE DOOR WITH SIDELITES INSWING / OUTSWING "NON -IMPACT" 5 0 GENERAL NOTES x ra 1. This product has been evaluated and Is in compliance with the A2007 Florida Building Code structural requirements excluding the = "High Velocity Hurricane Zone". W 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. o J. When used in areas requiring wind borne debris protection this Q product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. N 4. For 2x stud framing construction, anchoring of these units m Shoji be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DE7Al" & COMPONENTS 3 HORIZONTAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 VERTICAL CROSS SECTIONS 6 BUCK ANCHORING 7 FRAME ANCHORING 8 ASTRAGAL DETAILS & COMPONENTS 9 BILL OF MATERIALS & GLAZING DETAIL 151.50" MAX. O.A. FRAME WIDTH 37.25" MAX. 74.00" MAX. FRAME WIDTH FRAME WIDTH—I�— —� Z y O X X O O e 0 Ll m L�7JJL OVERALL OVERALL DESIGN PRESSURE SWING FRAME D.L.0. GLASS. TYPE DIMENSION DIMENSION POSffV NEGATIVE 151.50" " INSWING X 7 +60.0 ' =60;0 81.63" L G1 151.50" " OUTSWING X X +60.0 —60.0 80.50" 62.75" I FL-3551 I R:W -P We Vmjed FOWMkPml1201.13001xf 1241t1). RWDC DMw4WNJA-MP BNLDFAS WDWARE IMMIAW, 2OX(O T D Gn L= N Flo PANEL DETAILS & COMPONEN75 f�i/ VO. Bob ]JO Yakwe R J]!99 Y Pbro Na: 811659. 191 ibrke Bomd el Prehw' ErgFwn c.rt�ir/✓L'e a tm. �cOet} MUW W W. P.E�af `1158 B RAA - FrojeMPojWrdd-jPmj yZ gZaz xrl.-ug UZ NO Z ;p3z ERR P.o. mo wtm, rL �W5 FIBERGLASS ODOR BUILDERS HARDWARE GI ut —1 0311610BIREVISE: GEMEM NOTES TO 2007 ROF PART OR &�WWMY- 0' Wo. DATEHOPMONTAL CROSS SEC77ONS 1 fp RLMSIONS IUA -P:Pjp ,Vftjed FWir Prof t201,1300,4124110,RWBC^&*ns*0N-" BUILOM NMmYARE REW.dag, 4 OM x 1/A' MAX. o SHIM SPACE W Qg Gi T ,tl N "a r � 1/4' MAX. SHIM SPACE - —1 N to �o 2 mSj it' INtI to a1. h 7 N y v •' D 2 ct ? "0 t�• r V Oym N � m 10 PRODUCT: I0beumenY tKepa.ee ar. v BUILDERS R8M HARDWARE ASS DOOR CMULTAi mc. P.O. eo+ zw vaurw rT. a�ana W L Z v Gnvn. Nu: Bt16tR.nt9T FbM4a FIoa.E e( Profaylen Frnh�wr. I PARE OR AS 4Y: 0 DATE�RfWSE GENERAL —NOTES SO 1007 j y �v VERTICAL CROSS SECTIONS O.taOaoe. w Awn.otb nw Sat3 SI ew e. .E. Ho sates N K I M C �=v 11 11A 13 �N ^INTEalQa / 7 EMERIOR , VERTICAL CROSS SECTION OUTSWING 5 CONCRET�SCREWS FOR SCREWSRPERG SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. ItEERIO ErEgio13 /_2 1 VERTICAL CROSS SECTION 5 OUTSWING NOTE 1. SCREWS THRU FRAME INTO SIDELITE PANEL LOCATED 6" FROM CORNERS OF SIDELITE AND ® CENTER LINE OF SIDELITE. U �N 12 �= 11 11A rN EEOTE 1 INTERIOXTERIOR p `VERTICAL CROSS SECTION OUTSWING 5 SHOWN W IX SUB —BUCK SUBSTITUTING CONCRETtt SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 2t EX SEE RQR NOTE 1 3 VERTICAL CROSS SECTION 5 OUTSWING / a 1 VERTICAL CROSS SECTION 5 FRAME OUTSWING ONLY e oRzs cS mw o � 07 17 07 N.T.S. AP c WWH 3 xc xa FL-3551 5 or 9 C BILL OF MATERIALS BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL YALE CIRRUS t00C PASSAGE LOCK STEEL 39 3 16" X 3-1 4" ITW TAPCON STEEL YALE CIRRUS LOCO PASSAGE LOCK STEEL 40 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM n $ A KWlKSEi TRAM PASSAGE LOCK STEEL 41 CONCEALED STIFFENER 6063-T6 ALUMINUM BY BUILDERS HARDWARE- ALUMINUM �_ g BHI 902 PASSAGE LOCK STEEL 42 SLIDE BOLT ROD STEEL 2a o YALE 820 OEADBOLT STEEL 43 '8 X 2" PPH SCREW STEEL YALE 83 DEADSOLT STEEL 44 ASTRAGAL STRIKE PLATE ® HEAD STEEL n B 1CWI1(SEi' TITAN DEADBOLT STEEL 45 JOLITSWING THRESHOLD BY OLP ALUM. NOOD R a x BHI 20O OEAD8 LT STEEL 46 IN THRESHOLD BY DLP ALUMINUM C 1 4" MAX. SHIM SPACE I - 47 INSWING THRESHOLD SIOEUTE BY DLP ALUMINUM '� to C 2X REINFORCEMENT CLEAR PINE SG.2.42 WOOD 48 SIDELITE SPACER POLY./TPE d ° F o H 1 4" X 2--3 4` ELCO TAPCON I STEEL 49 3 8-16NC X 3 4" PFH SCREW STEEL x J t 4" X 3-1/4" ITW TAPCON STEEL 50 DOOR SWEEP K MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM 090 MASONRY 31 1/2" GLASS BITE 35 �6 1/2" O/A GLASS THK. (' 1/8" TEMPERED GLASS . 1: - AIR SPACE 36 1/8' TEMPERED GLASS 35 34 r� GLAZING. DETAIL U-112" THK. GLASS L 2X BUCK SG .55 WOOD Sao aw Im @ oL ... IS.3 aI M 1X BUCK j WOOD N 1 4 X 3-3 4' ITW TAPCON STEEL I P 1 4" X 2-3/4" MY TAPCON STEEL ITW TAPCON STEEL 1 HINGE & LATCH STILE EDGE COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 _ TOP RAIL ---��! I COMPOSITE 4 BOTTOM RAIL COMP057TE 5 LOCK BLOCK WOOD 6 DOOR SKIN 0.069" THK. PLAST PRO NANYA F = 11,063 PSI FIBERGLASS ' 7 FOAM CORE POLYURETHANE' 11 POLYFIBER COMPOSTTE JAMB POLYFIBER f I a S ^' W z $ �� z Q 11A (JAMB FINGER -JOINT -PINE WOOD 12 TRIM 13 WEATHERSTRIP FOAM 20 SEALANT SILICONE 21 #7 X 2" PFH DRYWALL SCREW I STEEL 22 8 X S' PFH WOOD SCREW STEEL 23 '1O X 3 4" PFH SCREW STEEL 24 f0 PFH SCREW STEEL 25 10 X 2-1 2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 1 OEADBOLT STRIKE PLATE I STEEL 28 }4" HINGE. STEEL 29 i 30 X 3" H SCREW 1 PFDOOR STEEL 31 TRADITIONAL GLASS FRAME - HP POLYPROPYLENE OOi. i POLYMER 34 108 X 1-1/2- PPH SCREW STEEL 35.PF-1200 P MERIC FOAM wm 07 -i 17 07 36.GLAZINC COMPOUND - FOR ODL BY ADCO BUTYL 37 SCREW PLUG j POLYMER wlc: N.T.S. AP ou. ec �"; FL-J551 WWH swat v 9 1, R:%A-PoJW0YojE FwdmkOnd 1201-1:4301(612Q1W. ReiRCM npIN NMP&n DMHAMWAREI:EWAn,80)OW 0•5" 0.5" ro 2" 2" 3.5" 3.5" z 11.25" 11.25' 32.25' 31.5" 35.75" 35.25" 37.75' a 0 0 Y.1 7D m In o m p 0.573" p c 2.880" Sr' - p m +D m 0 0 1 w —1-0.050 o 1.250" J { o, z m b p ^al 1 a 1 40.750" 1.301' N Q �byy� 2 A 0.9E5" yy N Q A i2-Ip W o 0 3 G ` aZaG�(P gyp O � Rl O m$ A N mb C p S1p O O � N s N I ---I 1.250" 1.298" s3 PRooucT: oewm.. P..Pe.a e 9 p BOILDERS HARDWARE �p wHsutrurts. Ra 'r1 � F,BERG(ASS DOQR Jl. P.a e"a aw varies ti cases g -1 Paal oa asse�lelr: `- fAn �` in ce,cnwl. m R H", sela I 0 03 � ��ONENTS 0 SEE J9 NOTE 2 8" "6• 6^9 F 24� s If .T� W/2X BUCK � HEAD DETAIL 9 i 6t 25INST LLATI�N 25 INSTALLATION 'O 'o DOUBLE DOOR g a s s N W/1X BUCK 2X BUCK N W/1X BUCK N INSTALLATION N INSTALLATION F TYP. HEAD ' SEE HEAD &JAMBS JAMBS SEE SEE NOTE 1 NOTE 1 TYP JAMB TYP INSWING 29 TO JAMB 1z T THRESHOLD TYP. INSWINGMASONRY N TYP T THRESHOLD Mi o rro Q OPENING P FRAME SEE NOTE 1 "1 m TYP. TYP. OUTSWING ' d J OUTSWING J THRESHOLD 1 w THRESHOLD SEE NOTE 1 7' TYP, SEE NOTE t 2•�S"Y— n vi �8� FRAME AN HORIN • L �x MCI I�ONSy it LM �Z? HINGE LOCATIONS LATCH & DFAOBOLT i o NOTES. LOCATIONS — ASTRAGAL 1. 1/4' ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" T clearance to masonry edges, a 1-1/4" minimum embedment and o minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws 22 0: from a different supplier may have different edge distance and center distance requirements. Topcon locations at the corners and astragal centerline locations 27 e 2 may be adjusted to maintain the minimum edge distance to mortar joints. if 23 23 22 B , Topcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the HOLE minimum edge distance to mortar joints, additional Tapcc�s may be required to T 3/8" DIA. Y3 25 22 ensure the maximum on center dimension is not exceeded. 7HRESHOLD DETAIL mot 07 17 07 11 2. 3/16' ITW concrete screws anchoring frame and/or sill require a minimum DOUBLE DOOR 26 — N.T.S. e 2-5/8" clearance to masonry edges, a 1-1/4' minimum embedment and a 22 ;Z eYt AP ¢ minimum 2-1/2" clearance to adjacent concrete screws. Substitution of equal — W. WWN e concrete screws from a different supplier may have different edge distance and °"A1tlMp M°t center distance requirements. FL-3551 HINGE DETAIL STRIKE PLATE DETAILPLATE DETAIL SHar yr /1 a R �A. II 11 g 1n �r' nP. SEE 11 II NOTE 1 e § 11 11 II n i n u 2X BUCK it �-2X REINFORCEMENT 3 �j SHOWN FOR REF. Ij o 0 ii ONLY ii r u MASONRY i i i i 'o z m OPENING I I n 'q ` o 11 II 1 11 II Yi% a Z BUCK{{ NOTES, �1 7/4 Elc pTa"o-eaniuncno"nAg2.x buc°& requ'i a o_ m Nmm Ueoiancc to' masonry_` o s e geass,'a i ij4 mmfmumpembedmant ondAoEmniiirlum 4" Gearonee toy" adjacent% Z iapcd"ns Subsbtution"�.of equoHyconcrete screws from:a different supplier may hove art: a7 f7/07 ? different edge distonce-and�center-distan"o requirements. Topcon locations of the scae N.T.S. corners and astragal centerline locations may be adjusted to maintain the m m, AP o' minimum edge distance to mortar joints. If Topcon locations noted as *MAX. ON -- WWH ; CENTER' must be adjusted to maintain the minimum edge distance to mortar —4 no. c joints, additional Topcons may be required to ensure the maximum on center FL_3551 c dimension is not exceeded. am�v2 O