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RC-09-11Scheduled Inspection Date: March 02, 2009 Inspector: Bruhn, Norman Owner: TONDEUR, LINDA Job Address: 1224 NE 96 Street Project: <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments February 27, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Alteration Phone Number (305)961 -6033 Parcel Number 1132060143931 Passed r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP 103431. Vertical steel must be embedded in foundation. NB Page 12 of 22 Scheduled Inspection Date: March 09, 2009 Inspector: Bruhn, Norman Owner: TONDEUR, LINDA Job Address: 1224 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments March 06, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 cs• ••• n :''''::'' •••: • Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (305)961 -6033 Parcel Number 1132060143931 Passed Failed lid Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments A i ACC/`abut leViriteet 14,7 `t,ceco Al edLegot Page 12 of 21 March 10, 2009 Scheduled Inspection Date: March 11, 2009 Inspector: Bruhn, Norman Owner: TONDEUR, LINDA Job Address: 1224 NE 96 Street Project: <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Alteration Phone Number (305)961 -6033 Parcel Number 1132060143931 Passed Al4F Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 3 of 17 Scheduled Inspection Date: February 25, 2009 Inspector: Bruhn, Norman Owner: TONDEUR, LINDA Job Address: 1224 NE 96 Street Project: <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments Passed Failed 4p , � Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 24, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Alteration Phone Number (305)961 -6033 Parcel Number 1132060143931 A co.teec.-4, Page 4 of 24 Inspection Type: Final PE Certification Shutter Final Window Door Attachment Tie Beam Slab Termite Letter Framing Insulation Drywall Screw Shutter Attachment Window and Door Buck Ceiling Grid Fill Cells Columns , Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information Address Parcel Number 1224 NE 96 Street 1132060143931 Miami Shores, FL 33138- Block: Lot: LINDA TONDEUR 1224 NE 96 ST MIAMI SHORES FL 33138 $ 2,000.00 Contractor(s) HOME OWNER Phone Cell Phone Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Scanning Fee Submittal Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $60.00 $6.00 ($50.00) $3.75 $171.35 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy January 15, 2009 ..................... ............................... ..................... ............................... ..................... ............................... . .................... ............................... ..................... ............................... Expiration: 07/1212009 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: OPEN A NEW DOOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Return : Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Invoice # RC - 1 - 09 - 33620 Total Amt Paid Amt Due $ 171.35 $ 171.35 $ 0.00 F 277 C4' MIAM! SHORES V LLAG F Phone Cell (305)961 -6033 Applicant Valuation: Total Sq Feet: LINDA TONDEUR January 15, 2009 Date 0 Available Inspections: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. 1 tio41u BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. K gr Master Permit No. TiTtv\CO is Permit Type (circle): adding Roofing Owner's Name (Fee Simple Titleholder) L ' �� LDl2 - � ®� Phone # ' - 14 6� i Owners . Address f �a' \d'- f v i € City II1► l 1 site➢ State rkiCrrivi zip 33 13 e Tenant/Lessee Name 1144- Phone # Job Address (where the work is being done) l City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 1j" 300(0 — 393I Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 11 1044" C- 10-6" rule f 'i Phone # - * 00 Value of Work For this Permit $ t e s© Square / Linear Footage Of Work: Type of Work: ['Addition ©'Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Ilitil if no Mk- takAe 're Car Ir o uTsl o' JAN 6 PAT * * * * * * * **: ************ *1* *** ** **F **x * *** x** * *** ** ******* * fi x ******* *** ******* ** Submittal Fee $ -OD Permit Fee $ MM/Se c) CCF$ 1 'd'�J aricc Notary $ Training/Education Fee $ 0 AO Technology Fee $ 3:1S Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ Ill . V� Structural Review. $ b O • 6iut p.a._ Phone # [.! rn' b s 4ic-S See Reverse side - 1.01-3 it 4131. Bonding Company's Name (if applicable) N (t4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Ali'Fll)AVIT: 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 /0 approved and a reinspection fee will be charged. gent Contractor The foregoing instrument was acknowledged before me this _IR_ The foregoing instrument was acknowledged before me this day of MC }?C- , 20ee , by P fr 1 IQi1- 1 - IOPcJ✓l , day of , 20 _ , by • who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIce ATE OF FLORIDA cos MacLellan 9 6 on Sign: EC. 14, 2011 ,� «�:_ " `` -,�, Print: My Commission Expires: ******* * *** * * * * ***** :**** * *** * * * * ******* ** :* a:****************** * * **** ********* * * ****** ****** *** *** ** * ***** APPLICATION APPROVED BY: (Revised 07/10/07) /2 /-'6 1 ©6 / C CO, IDC Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Plans Examiner We 1 / , /V9 I "G'biEngineer OWNER BUILDER DISCLOSURE STATEMENT NAME: Li iv O1 P.'UE DATE: 1 I q ADDRESS: k3 IL/ r € Ci S et° Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licensee required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing thi ons ction Myself. VILLAGE OF MIAMI SHORES Ini 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and v * ' : (expired) and a new permit will be required. to be issued for rein �, nt of the permit. FII Initi 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initi 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure e is the minimum code. Produced there License or Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initia 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable ferny wrong doing from this unlicensed company or person. Initi 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which • ld include loss of wages during recovery from injury. Initi 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out fir obtaining the proper permits by licensed contractors. Initia Was acknowledged before me this ( day of a , 20 0 a By 1.1I u Q.& J am+ D 'Q (e who was ,personally known to me or who has as identification. OTARY PUBI 1C -Sl'r r r 1 Francois MacLellan C BahDIN ca, BiQ R W Building Consultants, :....: W Consulting and Engineering Services for the Building Indti c *':• L'�o �, (, j� I ` � P.O. Box 230 VaIrico. DL 33595 Phone R13fi59.9197 Faaimilc R13. � A s' d�'� V �� . a ' 6� 4 l2 0 6 77 , Florida Board ofProfessional Engineers Certificate ofAuthori- ,.atioi •� �i4 rq ■ BY: � — Product Evaluation Report Report No.: FL- 8841.1 Date: June 5, 2007 Product Category: Exterior Doors Product sub- category: Swinging ,Exterior Door Assemblies PF1225 SUBJECT TO COMPLIANCE 1MTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Wendell W, FL No. 54 T58 June 5, 2007 Sheet I of 3 • • • .. • Product Name: "Construction Series" Outswing 6'8" Single and Double with and without Sideiftes "Impact Doors and Non - Impact Sidelites" Manufacturer: Them a_Tru Corporation 118 Industrial Drive Edgerton, OH 43517 Phone ( - 17.40 Scope: This is a Product Evaluation report Issued by R W Building Consult nit., Ina. and Wendell W. Haney, F.E. (System ID # 1993) for Tlierma -Tna Corporation based on Rule Chapter No. 91- 72.070, Method 1d 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 (2004Edition) See Drawing No FL -3630 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. • •. • • • ••• • • PFI229 Limitations .... •••, • • 1. This product has been evaluated and is in compliance with the Florida Bui �i , de .... (.F,B ') including the "High Velocity Hurricane Zone ". 1 . Co 2. Product anchors shall be as listed and spaced as shown on details. anchor crnLedcn4nt to •••••• • base material shall be beyond wall dressing or stucco. •••.••. • •• • • •• 3. When used in the "High Velocity Hurricane Zone" (HVHZ) the opaque door panels comply •••• with section 1626 of the Florida Building Code and do not require an impact resistant covering. The glazed sidclitcs must be protected with, et itnpaGt resistant covering in compliance with section 1 626 of the FBC. 4. When used in areas outside of the "HVIJZ" requiring wind -borne debris protection opaque door panels comply with section 16061.4 of the F13C and do not require an impact resistant covering. The opaque door panels meet missile level "D" and include wind zone 4 as defined in astm e1996. The glazed sidelites must be protected with, an impact resistant covering in compliance with section 1609,1.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall. be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 3+530 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the High Velocity Hurricane Zone (1-1V1-1,Z) with the use of the high darn bump threshold. 8. See drawing FL -3630 for size and design pressure limitations, Wendell W. FL No. 54158 June 5, 2007 Sheet 2 of 3 .... • • • .... • • • . • • • • • • Supporting Documents A Drawing • 1, Drawing No, FL-3630 prepared by R W Building Consultants, Inc. (pJorida BM:tetf• Professional Engineers Certi>Flcate of Authorization No. 9813), signed and mice !I•, Wendell W. Haney, P.11•. •••• B Tests ..' ..' 1. Materials (Fiberglass Door Skin by Therm number approval nu ber NOA 06- 0406M:':sued by Miami-Dade BCCO. • • 2. Materials (PVC, SMC, BETS & TCM Lite Frame by Therma -Tru) approval nurnirer VGA 06- 0406,12 issued by Miami -Dade BCCO. • • • 3. Materials (Therrraa -Tru door panel foam core) testing per ASTM F,614 -00a as performed by Omega Point Laboratories and reported in test report 15427-107362, dated August 28, 2000, signed by William E. Fitch, F.E. 4. Materials (Therma -Tru door panel foam core) testing per ASTM Dl 929- 96(2000)eOl as performed by Architectural Testing, inc. and reported in rest report ATI 67508.01-106-18- dated August 30, 2006, signed by Joseph A. Reed, P.E. Comparing ASTM E84 -00a to ASTIVI E84.01, E84 -00a is equivalent to £84 -01 for te intent and purpose of the Florida Building Code. 5. Testing per TAS 202 -94 as performed by ETC Laboratoriess, and reported in test report ETC 01- 741 - 11004.0, dated July 6, 2001, signed by Joeseph L. Dolden, P.E. 6. Testing per TM 201 -94 & TAS 203.94 as performed by ETC Laboratories and reported in test report ETC 41- 741 - 111004.0, dated July 6, 2001, signed by Joeseph L. Dolden, P.E. 7. Testing per. TM 202 -94 as performed by ETC Laboratories and reported in test report ETC 01.741- 10622.0, dated May 25, 2001, signed by Joseph L. Dolden, P.E. 8. Testing per TAS 201 -94 & TAS 203.94 as performed by ETC Laboratories and reported in test report ETC 01- 741-1 0622.0, dated May 25, 2001, signed by Joseph L. Dolden, RE. 9: Testing per TAS 201 -94, 202-94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, dated July 17, 2006, signed by Wendell W, Haney, P.E. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report ETC 01-741-11004.0, ETC 01- 741-10622.0 and TEL 06- 0717 -1. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute , certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISOtIEC 17020 and Guide 53, PV1225 Wendell W. I. FL No. 54151 June 5, 2007 Shoot 3 of 3 • • • • .. • •••• .... • • . • • • • .... • . • . .... •••• • • • . • • • .. • • • .... • • • .... • • .... • • TAfBLE OF CONTOOS SH>4Ef # OESCIilPMN f TYPICAL REIG 7IUN5. UESl W PRESSURES & GENEr271. ROTES 2 r rrrr SEWS' ODOR PANTI. QETARS 3 $H16EOE PAEEL BEran c & CUEING OEM' 4 ifERTICaL CROSS SEOfIQf.S 5 HORIZOMAL moss SF 'ot15 o HORTIONTAL CROSS SECTIONS 7 Btfl (ANCHORING 6 Mee AMSRIRIIAIG 9 FRAME PAtffWRIN0 in ASTRAGAL GRIPE$ I r au OF SURERlALS & cailFmv.s4IS CORPORATION MAX O.A. FRAME GktlF 1 DESIGN PRESSURE (PSC'') OLD` s Tree WfRi�'lOT'I =- , ' L PROFILE i an. t can -li a r . A cH DAM . ,, e POSITIVE NEGATIVE MIME NEGATIVE X 37.50° x a0.50'` GI +55.11 -67.0 +67.0 -67.0 US10 66.50" x 00.50, +55.0 -60.0 +BELOF -60.0 XX 7451Y x ROW r ROT APREO 51 MR IVAIEi +.50.0 -530 13XXO 1U5,50 x a45(K` TOT AFA90rwO F +50.0 -53.0 • • • • • • • .. •. • • • .. •. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.. • • • • • •• • • S. • • • . • • • • • • •. • •• • THERMA .T4 J.4 IDCIRS • • • t la tasus ra* a... EnrAk ax. OH 435 t 4 • ••• • • •>'m. re. •1538 -0)4a • • OUTSWiNG 8-8 SINGLE AND DOUBLE KM W'OUT SIDEUTES. fNSIJLATED STEEL DOOR WITH WOOD EKES. ° MPACr DTXXIS & NON- IMPACT s1J3EUrES' 0EN A� N OTES f. This product hes been exeluefed and is In campfiainee with the no d& Building Code (SRC) including the `High Velocity Hurricane Zane 2. Pradt=t anchors Moll be es Sated= and spaced as shown on details. anchor embedment to bone material shot be beyond waif dressing ar stucoe. 3. Men used in the 'High Velocity Hurricane Zorre° (fiVH2) the opaque door owners comply with section 1625 of the Florida Building Cade and do not require on -repast resistant covering. 7ha gl1azed sideGtes must be protected wail on impact rvsfstuat covering in comaEae= with section 102.6 of the FBC. 4. When used in areas outside of the `IWI+Z ro4uWng wind -home debris protecfan opaque doer panels comply with section 1506.1.4 of the FRC and do not require an impeet resistant west-rm. The opaque door panels meet missile level 1) and include wind sane 4 as defined in cam e-1406. The glazed sidelfton must be protected attfh an impact resistant ceverbtg. In cnmelfance efth section 16041.4 of the FBC. 5. For 2x stud (turning construction, anchning'of these units shall be the same as that shove- for 2x hack =sooty construction. 6. Site conditions that deviate from the details of this drawing require further engineering onetyss by a Ilcensed engineer ar registered architect 7. This product meets the tatter infiltration requirements for the High Velocity Hurricane Zane (1017J with the use of the- high dam bump threshold. SINGLE tiny X OOU I.E '!f/`SISELITES UNIT 74.5(° MAX. OVERALL - -- 6&59 MAX. FRAME YQDTH r - MUNE UNq XX SINGFWSW/MS UNIT OXO r6 DOnR Pj'NEL CONSTRUCTION SE E'S C ) WOOD HINGE SWL1E STILE WOGQ7 LATCH SIDE STILE O v_ 0 e2 o . • • •• ••• 2 Z yr - 7 C4L CROSS SECraw DOCK PANEL • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• • • • • ••• • • • ••• W"d $O� O � 7'm • • • • • • • • • • • • • • !; • II • • • • • rya 41/W07 Sena :=4; r. 47R. 6r SST • • i'iVv^ .y/WFI • • • • ma%Is_ • • • • • • fl--Va4 •• • • • • S . • • � • P i* • L r v 3 n ' O as 74/26/67 SCAL a+ rs. Q e' Sdf E. a • vim • hap WTERJO GI .5" 1T SUtATED GLASS W/ PVC LITE FRAME GLAZING DET'A1L 13.75' MAX. _ PANEL. WIOTH 7.12' MAX. D.LO. 'WIDTH r TE °a11' t CONSTRUCIKTN SERIES .25" S7EEL f,N'7ERCEPT SPACER SEE MOTE 0 r;-,, =Ear 713P rRA1 R10191 .011TED PONDEROSA PINE 1/2" Mitt. GLASS TT11C 1/8 TEMPERED CLASS AIR SPACE I f8" TEMPERED GLASS 2.459' 1.712" 1.642" 34 PLASTIC UP LtJE FRAME BT5 aaE'rsaa 528" MEF (lM G I . &" (SULATEI't CLASS 'W/ BTS IITE MAME GLAZMIO WAIL 1.6Ti - t o w a .25' STEAL t TERCEPT SPACER SEE NOTE 1 SEE NOTE 1 0 3 HORIZONTAL CROSS SECTOR SWOE'LTfE PANEL (" SMITE BOTTOM RAIL. WOOF) COMPOSITE 2.152." --I 3-.-.520 1/2" MIW GLASS TT-G 1/8" TEMPERED CLASS AIR SPACE 1 /8" TEMPERED CLASS (;;N PLASM ur LITE FRAME EXTRUDED PVC METRE BLANK SKR STILE PINCER IGIN?ED PONDEROSA PINE NOTE 1 Yerniiii. GRIM SECLiON • 3 SKAILRE AMER • • • • • Ma; •• • ••• •• • T. Spacing far 39n tk #4 I Me frame stress) is as foikws_ From the top down an sides; 3", 14.75; 26.5 ". 38.25', 50.5" $ • 62.25 ". There (b e sereW%9tI S t n4 bottom at Ip .earn 'ash fanber.• • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• ••• • • a 0 7 a El • • P •3811} 1" FROM MASONRY LOGE I " FROM MASONRY EDGE MP.) z INTERIOR EXTERIOR 2 -1/2'" ROM I 2 -i /2° MOM MASONRY EDGE , MASONRY EWE OW J (Try') 0 l 4 + T:CAL GROSS SUWON DOOR P H I O LOW PROFILE w 1" FROM6 1' FROM _ . M ASOfRY ENE MASONRY DOGE: ( .) (TYP1 -a o' r 0 a 4xo Q M0 TO SEAL FNcW ELEMENTS LATEX CAAJIX [JSED OO SEAL MOM ELEMENTS 2 -1/2" RIOSf 2 - 1/2" FROM mAsomRY EOGc o MASONRY EDGE INTERIOR VERTIC4L CROSS SECTION SHOWN) Y! I x mac SUEISTRUTING CONCRETE SCREin FOR SCREWS PER SEGT'OIJ 171'4.5.4.2 E EiONDA OURRUTA(G COOE ORS 'AEiV I;EPrIE$ AINF_ OP HEAD & JAMS. •• ••• • • • • • • • • • 2 -1/2' FROM • 2 -1 %S° F12r4f AMSONRY EDGE • d1A5flNRY !1k! SERI CROSS SECTION • • Dom • P PtI�I Otti 5 1� • 5FI • • N • • • • • • • •• • • • •- -•--•� • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • •• • ••• • • • •• • 3 f 1 —f/4' iiiN. EMS. (fYP.) 7. The sideiite is direct set Mu the jamb with item #12 #t43 x 2" ph.f.b. wood acme at 8" dam from each corner aryl a max. of 12" o.c. On the side ;webs �� •• • •• • • • • z } HORIZO f7A! CROSS A ;roA1 • i : : : �� 0 HINGE JAMB io SiLiti 1rE• • • • • •� •• • ••• •• • • l V726/137 .s WIZ MIS: •• • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • S. • • •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • 1 -1 /d' MIN. ata {rep.) 1/4" MAX. SHIM SPACE .13" att. C —SINK N i. The sideitte is direct sat info the jamb with item X12 10 x 2" ph.r.h. saa screw a: r down From each comer and a max. of if a.c_ orr file side jambs only. SEE IO78 I .15 MIN. C —S: tfit 1.15° MIN. EMBED. •• ••• • • • • • • • • •• • • • • • • • •• ••• •• • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • NOTES; MASONRY 2X BUCX 1 ' 11 11 1 WP. HEAD & JAMBS SEE NOTE I I k_ MULLION SHOWN FOR REFERENCE [ Asmarrm. F stow FOR L REFERENCE DOUBLE DOOR t' /SJRELirE. RUCK ANCPX3RING 1. 1/4" Elco Tapcon anchoring 2s back esquire a minimum I clearance to masonry edges and c mtnimam 4 clearance to adjacent *cans- Substituffen of egad concrete screws from a different srlppl.tr may hove different edge distance and center distance requirements. Tapcan lacafians at tire corners, at rotsfEarr tacatioas, and at astragal tocafians may ae adjusted to maintain the minimum edge distance to martar joints.. If Taman locations mated as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to snorter joints additional tapcons may be required to ensure the maximum an center dimension is not exceeded. I ll U I I Mt10EJON MOWN FOR REFS i TI MASONRY OPENING 2X BUCK I-- 4° 1 r r� I. I 1 t I I �: — I I MULLION � . T 1 I SHOWN . 2g REFERENCE i TYP_ HEAD & JAMBS SEE NOTE 1 t l k - MULLION SHOWN FOR I REFERENCE SINGLE DOOR W /S1DELir, RUCK ANCNORThiC 1 y MASONRY C11[NG 2X SUCK- t8 •',.� ROUBLE DOOR MASONRY - OPEN INC 2X RUCK 4 I 8' f AiSi a:I RING • • �•� NGI-S NOR • • iOCK ANIIMOSINgo • •• • • • • • • U fl ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES; OOUSLE LVOft i I t 1. l/4` MY concrete Screws anchoring frame and /or silt require a minimum s 2 -1 /a" Cearenae to masonry edges and a mfnfmum 3 clearance to adjacent concrete screw Sbbstitatfon of equal concrete screws from e different sappfer may have different edge distance and center distance j, iequ'nements. Topton lace-Sons at the corners. at mullion lscaticns and I at astragal :orations may be adjusted to maintain the minfnrum edge distance to mortar Jmiets. it topcon locations noted as 'U4X. ON CENTER 9 mvst be adjusted to maintain the minimum edge rSstence hr mortar 4 joints, addttlonai tapcons may be required to ensure the maximum an 7. center dimension .s not exceeded. 2. 3 /16 OW concrete screws anointing frame and /cr sit require a minimum 1 -7/8" clearance to masonry edges and a minimum 2 -T /4" clearance to adjacent concrete screws. Subetltutfan of equal concrete screws from a different supplier may have different edge distance and center distance regTdrements. t)EThIL `t" i Sflh .lL THROW BOLTS AT THE THRESHOLD %1° J '` SEE OET L • • illif, RUC{ INSL(A7x8• W/2x Bu INSTALLAliON SEW Nair t • • • •• • • 'r1EW M /2X BU'CK INSTAUATON ' /1x BUCK INSTALLATION SEE NOTE I PEts 1L 2 ATTACH ASTRAGAL THROW s0LT STRIKE PLATE TO MANE •. ••S' • • • • • • C • ••• • t t •• • • • .. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • .. • •• •• •• • • • • O n o P sn SW i l .��`.ar' •wr i • • a•�ur_ •k • • • • • F1-17 4Q • • ". io L • MEW t' -'C" CPBVWG FRAME 2)t BMX I I riI I VF/?Y DUCK INSTALCANON IVIX MACK INSTALAATION SEE tKRE 2 ?YP'. NEW ilKA SATION Ut CbV SEE hOTE 2 T•I? SASS SEE CEE It. SEE NOTE I A dOOBLE IIOLt4 4 ZIGE11PE5 °° _ T /4' Mil concrete screws anchoring frame and /or stiJ require a minimum 2 -1/2 clearance to masonry edges and a minimum 3 cfearonca to adjacent concrete screws Substitution of equal concrete screws from a dNferent supplier may trove different edge distance and center distance requirements repute locations at Nis comers at moiler Iocatians and of ostragai locations may he adjusted to maintain the minimum edge destine to mortar faints_ If tapcon locations noted as MW. ON CENTER melt be adjusted to maintain the minimum edge distance to mortar joints, additional tapcans may be required to anode the maximum on center dimension is not exceeded Vie IiW ccncrete screws anchoring frame and /or silt require a minimum T -7/8' clearance to masonry edges and a minimum 2- 1/4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a di ferent supplier may have differed edge distance card center distance requtrements- SEE DETAIL SEE NOTE 2 VIEW °a' -"R" SEE NOTE MASONRY" 1WE WM MIME 2X SUCK pE1ALL '1" ASIR/CAL THROW 80L75 A7 THE THRESH= e " r ---- /2K Hum INSPkCL1719N A /1:4 emir i S7Al_L4TtOti SEE NOTE 2 TYP M6W Nf /2X alici atSJauanox WY /IX B4JEK INSFAIJAIMA1t SEE IWWE 2 I'YP. AMOS SINGLE GOOK I'f /S41wTES CE SEE OElAdC 5" SEE NOTE 2 PETAIL "2" ATTACH ASTIICAL THROW BOLT SPt'KE plATE TO MAME AS SHOW •• • • • • • • • • • • bT'Ff r- d" W /2X B(JCK INSTALL TION W /1< BUCK INSTALLATION SEE NOTE 2 • • • • • • • • • •• • • • • • •• • •• i1VZt�L el"• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • MIL 1. THE A,S?RAGAL BOLT HAS A 3° THROW AT THE TOP INTO THE 90110M_ 8 ASTRAGAL DEAL •• ••• • • • • • • • •• • • • • • • •• ••• •• • • •• • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • ' • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 MR SYffl 2Nt 9T8" IBF1 Fr 278. a PS1 NO i t S. EtJAE "-Jii74 2445. 61121 MV Fy ,2 tut f SF ) 2 TOP ft. .3 INCH SW 4 1POSE SiLE 5 181 . IFOLIUMW FF14141 IMF. 1.916a 7 151W NE= C1220REMSEW ASIBftlf.SFBP 8 Eflh8 IFF71QA =MAO djTyp 7Bp 9 4" x 4 B .093" it% (IMEIII14 --1M1) fit f0 r 3/4" 1, PRI mg sway ( ", 1u Fro ©UYi .i, ; Pal $10 r 1-I to Fat MOO SCREW 39 -H I KM .But %WSW (rtt,'FSIta -TRFI) 4a : stag E 41 % -10 s 1 -1 « 010 r b . 1 921133 fS'x f 4 "1XVA= 45 /Mat Sfl W PtA7E 47 4110 x 2 - 1/2' FM. WOW 5Ct?Ol CDA1C STEEL EA- +SID m rsv '4 a nnED r ONDEWOS4 PINE 2.24r T9 1d Pi Aa tut a . 61 w 57 0 WALL 4 -842 MIN. :3 HffiH JC Mar MW. LW. - ,gyp• SEE .'*W17 8 T. 4 •• ••• • • • • • • • •• • • • • • • •• ••• •• • • • • • • • WA 1St° WY" • • • • • • • � 'x• • •• • • • • • • a lt• F( -3g3 • •• • • • • • • • • • : i R s } t ::, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • S• •• • • • •• •• 800 • • • 055 • •