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HomeMy WebLinkAbout1320 W 8 St (2)CITY OF SANFORD PERMIT APPLICATION g t #':VILA 2`_5� nCn ddress: .'_✓ IL�..9 ST1 5Ao(`�� 3g%-'1 iption of Work: oa oxi w "k A'sv < /Square Footage_ •ic District: Zoning:Value of Work: S_ lago5r- it Type: Building V Electrical A Mechanical I------- Plumbing Fire Sprinkler/Alarm Pool -icaL New Service - # of AMPS _ Additiott/Alteration __ Change of Service Temporary Pole ___ apical: Residential Non -Residential _ Replacement __ New (Duct Layout & Energy Calc. Required) Sing/ New Commercial- # of Fixtures # of Water & Sewer Lines— # of Gas Lines 3ing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ rancy Type: Residential /Y\ Commercial _ Industrial ruction Type: N of Stories: # of Dwelling Units: _ Flood Lone: ------ —_ (FEMA form required) -s Name & Address: DAI- bM A _A .� H A f 0-1 ;A&-"' AT C' i €. YA}I mem tctor Name & Address: --- _ Slate license Number: C.S� I a S & Eat: 90-7-.330- -7 I O LI Person: J' M. ��'C _ _ Phone: Ig Company: ss: age Lender: ss: ect/Engineer: Phone. Fat: ation 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 x of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POO". FURNACES, BOILERS, HEATERS, TANKS, and DNDITIONERS, etc. .'R'S AFFIDAVIT- i certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating rction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M YOUR PAYING 3 FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ;F: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of unty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 13. \\\\\�``1 Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida OwnedAgent is _ Personally Known to Me or — Produced ID )VATS: ZONING: I Conditions: L/2006 Date Date UTIL: FD: \$%\0N €koo�%s//% Signature fContractor/Agent - — f7a��' . oa 16, 2 �F 0j s y Print o raclor/Agent's N e _ rv' g o Q— q • . #0�5o72g h • it �a•o� �• �yT 80'.wA�'Ry Sign erre of Notary -State of Flori Dat�j �9 • d;"ensu ��e a • �k� 7//;/ l i C. I1111iA�\\�\\\ Contractor/Agent is_ ally Known toffy ora � -$ _ Produced ID h L e s r ( � dhbk A %� 1 U7 ENG: BLDG: - �) t (03.0 0 MARYANNE MaRSE, CLERK OF CIRCUIT COURT TNS INSTRUMENT PREPARED BY,� NOLE COUNTY N A PI E := �: 1. �� : NOTICE OF COMMENCE549 . Pia 189?; ( i pg ) Permit No. " ' _ lie State ofFlo*WR. k` ;/� RECORDED 01/09/20V 03;57;30 Ptd County of Seminole .S,^,.., l'r. ,�. � 7 i RECORDING FEES 10.0W RECORDED BY t golden The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: (legaldescription STR description of the roperty and street address if available) J ` h a % 5 �^ r_ ?__ I_`j20 1A1.,A. Q 4n #e_+. SA1�- , r- I_ pita% `T General description of improvement: Cp 4rn Q6 e- RCPI a va i Cz^ CERTIFIED COPY Owner information �� CLERK OF iCUI URT a. Name and address q Arm I 11 n -1 aL`Eh -,T. CT ,C. F m n F -L 3t/.2A1 SEM U. b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor ` p 2�U7 a. Name and address 11 C.c>1,��rue`T O V\ .. -JAN ® 9 L 'I�, C. 800, ta5 SRKCyA. F L 3 2, TI I" b. Phone number �j o 7 •- 3 A o - "71 - Fax number y o7 - 3 --� g- 305-'S C5. Surety a. Name and address b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of rec. rdingpless a different date is specified) —� ' ~ Signature o O er Sworn to(or affirmed) and subscribed before me this _ day of , 20 0, by 1L!'al4g4 4.N c3n.rEc� Personally Known OR Produced Identification Type of Identification Produced Df,:A/cK L. i Ce.c,S, li �. () - 0L.I -q l - 7ZIf- 0 G;7� R. T. HILLERY +'.: :. MY COMMISSION # DD � Signature of Notary ic, State of Florida ?8702 EXPIRES: May 8, W Commission Expires: '%'44 X Bended Tru Notary public Underwriters r 1 1Vlluu ✓u��u� �� --.--- ----- Date Submitted: 07/25/2005 V 2004 Product Manufacturer: Masonite International Address/Phone/email: One North Dale Mabry Product Sea' -, Application --_ User: Public User - Not Associated with Organization - Need Help' Application 4: FL4904 Date Submitted: 07/25/2005 Code Version: 2004 Product Manufacturer: Masonite International Address/Phone/email: One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 Category: (Exterior -Doors) Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 ASTM 1998 E1300 ASTM 2002 E1300 Certification Agency: Quality Assurance Entity: Validation Entity: Authorized Signature: Section 2612 HVHZ PI National Accreditation &amp; Management Institute, Steve Schreiber sschreiber@masonite.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID 4904 1 Install 68 WE Glazed.pdf Limits of Use PTID 4904 .I Install 68 WE Opaque.pdf Evaluated for use in PTID 4904 1 Install 80 WE Glazed.pdf locations adhering to the PTID 4904 I Install 80 WE Opaque.pdf Florida Building Code Product Approval Method: Method I Option A Application Status: Approved Date Validated: 09/27/2005 Date Approved: 10/06/2005 Date Certified to the 2004 Code: Page: Page 1 11 Go pp/Seq # Product Model # or Name Model Description Limits of Use Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads Wood -edge Steel Side- 6'-8" Opaque I/S or Buildings and Other Structures, does not 904.1 Hinged Door Units and O/S Single Door exceed the design, pressures listed. 3-0 x 6'- 8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation yawing DWG-MA- FL0128-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and 904.2 ood-edge Steel Side- 8'-0" Opaque I/S and O/S Single where pressure requirements as Hinged Door Units Door determined by ASCE 7, Minimum Design Loads or Buildings and Other Structures, does not exceed the design pressures listed. T-0" x 8'- rioriaa numang Vvuc vu Aa 3 food -edge Steel Side- inged Door Units 6-8" Opaque I/S nd O/S Door w/ r w/o Sidelites )" max nominal size. Max )p = +/- 70.0. When large nissile impact resistance s required, hurricane xotective system is NOT -equired. See installation irawing DWG -MA - =1 -0129-05 for additional nformation. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads or Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required n opaque panels, but is required on glazed panels. See installation yawing DWG-MA- FL0128-05 for additional Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads or Buildings and Other Structures, does not ood-edge Steel Side- 8'-0" Opaque I/S exceed the design 904.4 Hinged Door Units Door w/ or w/o pressures listed. 12'-0" x idelites V-0" max nominal size. Max DP = + 45.0 1-50.0. When large missile impact resistance is required, hurricane protective ystem is NOT required n opaque panels, but is required on glazed panels. See installation drawing DWG-MA- FL0129-05 for additional information. Evaluated for use in I JULI"u ---- v 4 food -edge Steel Side- 8'-0" Opaque inged Door Units O/S w/ or w/o Sidelites ocations adhering to the =lorida Building Code ncluding the High Veloci, -lurricane Zone, and where pressure -equirements as ietermined by ASCE 7, Minimum Design Loads 'or Buildings and Other Structures, does not axceed the design pressures listed. 12'-0" x 3'-0" max nominal size. Max DP=+50.0/-45.0. Nhen large missile impa resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA- FL0129-05 for additional ...__J Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads 6'-8" Glazed I/S or Buildings and Other 904.6 Wood -edge Steel Side- Hinged Door Units and S Door w/ Structures, does not exceed the design r w//oo Sidelites pressures listed. 12'-0" x '-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FL0130-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and 8'-0" Glazed I/S where pressure 904.7 Wood -edge Steel Side- Hinged Door Units Door or w/o requirements as determined by ASCE 7, Sidelites Minimum Design Loads or Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. ...__J rioriud Dunulii6 �u,....�«... Max DP = +40.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FL0131-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads 8'-0" Glazed O/S or Buildings and Other Structures, does not 904.6 Wood -edge Steel Side- Hinged Door Unitsxceed Door w/ or w/o the design Sidelites pressures listed. 12'-0" x 8'-0" max nominal size. Max DID =+45.0/-40.0. en large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FL0131-05 for additional information. L 1VLLtlu ✓�+aauaaa� �—�—-------- Date Submitted: 09/14/2005 Code Version: 2004 r, r t �r� � / / � • � L.. Application #: FL4668-R 1 Date Submitted: 09/14/2005 Code Version: 2004 Product Manufacturer: Masonite International Address/Phone/email: One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 Category: Exterior Doors Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year TAS 202 1994 ASTM 1998 E1300 ASTM 2002 E1300 Section 2612 HVHZ PI Certification Agency: National Accreditation &amp; Management Institute, Quality Assurance Entity: Validation Entity: Authorized Signature: Steve Schreiber sschreiber@masonite.com Evaluation/Test Reports Uploaded: 1'1V11ua Luliu 5 vv.r.. .�.. Installation Documents Uploaded: PTLD 4668 R1 1 6 8 Glazed Installation.pdf Limits of Use PTID 4668 _R1 1_6 8 Opaque Installation.pddf Evaluated for use in PTID 4668 RI I 8 0 Glazed lnstall ation.pdf locations adhering to the PTLD 4668 R1 18 0 Opaque Installation.pdf Florida Building Code Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/16/2005 Date Approved: 10/19/2005 Date Certified to the 2004 Code: Page: Page 1 / 1 Go pp/Seq # Product Model # or Name Model Description Limits of Use Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads Fiberglass Side -Hinged 6-8" Opaque I/S or Buildings and Other Structures, does not 668.1 Door Units and O/S Single exceed the design Door pressures listed. 3'-0" x 6'- 8" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA- FL0124-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and 8'-0" Opaque I/S here pressure 668.2 Fiberglass Side -Hinged and O/S Single requirements as Door Units Door determined by ASCE 7, Minimum Design Loads or Buildings and Other Structures, does not exceed the design pressures listed. T-0" x 8'- 0" max nominal size. Max rioriaa nuiluliig wuc �•111•.� 8.3 berglass Side -Hinged Dor Units 8'-0" Opaque >/S Door w/ or f/o Sidelites 4 Fiberglass Side -Hinged 8'-0" Opaque I/S Door w/ or w/o Door Units 10;A -1;+- )P = +/- 70.0. When large fissile impact resistance required, hurricane )rotective system is equired. See installation irawing DWG -MA - =L0125 -05 for additional nformation. Evaluated for use in ocations adhering to the =lorida Building Code ncluding the High Velocity -lurricane Zone, and nrhere pressure -equirements as Jetermined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not a_xceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 55.0 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FL0125-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads or Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = +50.5 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FL0125-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocit Hurricane Zone, and FE here pressure requirements as determined by ASCE 7, r iullua LJ1111LL lLra vv v... _ Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x Fiberglass Side -Hinged 6'-8" Opaque '-8" max nominal size. Max DP = +55.0 / -50.5. 668.5 Door Units O/S Door w/ or /o Sidelites act im missile a When large p resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FLO124-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads 6'-8" Opaque I/S or Buildings and Other 668.6 Fiberglass Side -Hinged Door w/ or w/o Structures, does not the design Door Unitsxceed Sidelites pressures listed. 12'-0" x '-8" max nominal size. Max DP = +50.5 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FLO124-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads 8'-0" Glazed O/S or Buildings and Other 668.7 Fiberglass Side -Hinged Door w/ or w/o Structures, does not exceed the design Door Units Sidelites pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = +/- 47.0. When large missile impact resistance is required, hurricane protective ystem is required. See installation drawing DWG- MA-FLO127-05 for additional information. Evaluated for use in locations adhering to the I l V l ltia J-'-11-1-5 ---- Fiberglass Side -Hinged 6'-8" Glazed I/SDoor w/ or w/o 10 Door Units Sidelites here pressure �quirements as :termined by ASCE 7, inimum Design Loads it Buildings and Other tructures, does not xceed the design ressures listed. 12'-0" x -8 max nominal size. lax DP = +/- 52.0. When irge missile impact 3,sistance is required, urricane protective Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads or Buildings and Other Fiberglass Side -Hinged 8'-0" Glazed I/S Structures, does not exceed the design 4668.8 Door Units Door or w/o pressures listed. 12'-0" x Sidelitos 8'-0" max nominal size. Max DP = +/- 40.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FLO127-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads Fiberglass Side -Hinged 6'-8" Glazed O/S or Buildings and Other Structures, does not 668.9 Door Units Door or w/o Sidelitos exceed the design pressures listed. 12'-0" x '-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FLO126-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and Fiberglass Side -Hinged 6'-8" Glazed I/SDoor w/ or w/o 10 Door Units Sidelites here pressure �quirements as :termined by ASCE 7, inimum Design Loads it Buildings and Other tructures, does not xceed the design ressures listed. 12'-0" x -8 max nominal size. lax DP = +/- 52.0. When irge missile impact 3,sistance is required, urricane protective system is required. See installation drawing DWG- MA-FL0126-05 for additional information. Next tverisipn� Copyright and Disclaimer ; ©2000 The State of Florida. All rights reserved. N` So-currd VE P.'rt 149" MAX OVERALL FRAME X1DiH sO CS SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21 " Max PANEL " MAX, 37.5" MAX. Z i N PANEL PANEL WIDTH FRAME WIDTH 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES IN/ASTRAGAL o w U z �z Lu GENERAL NOTES i- W W 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM ^ Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ev Cr DOES NOT EXCEED THE DESIGN PRESSURES LISTED m � 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUIRED Xa ^ U 3 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 " S Ci AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 i Mo 4 PLASTICS TESTING OF LITE FRAME MATERIAL* b w TEST DESCRIPTION DESIGNATION RESULT a SELF IGNITION TEM�ASTM 929 680 'F > 650 'FRATE OF BURNING35 1.10 IN MIN [� �nSMOKE DENSITYTENSILE STRENGTH38 1 -7.48% DIFF yyy COMPARATNE TENSILE STRENGTH AFTER WEATHERING a "y 4500 HOURS XENON ARC METHOD 1 In u i M u � � o 0 DOUBLE INSWING UNIT W/SIOELITES a a AddrgmbNA11 � CcT�tldll6l: � m R�SvdBr LA z 0 In of W r Q 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WISIDELITES 6 WITH SIDELITE WITH SIDELITE Z WHERE WATER INFILTRATION PEAFORMAN I am! 7/11/05 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE TABLE OF CONTENTS CON IG MAX WIDTH INSWING I OU SWING INSWING I OU15WING 501Ii N.T.S. SHEET / DESCRIPTION X 37.5 +50.5 -50.5 + D. - +19.0 -1 + 0. -5 aYc. BY: SINS 1 TYPICAL ELEVATIONS h GENERAL NOTES XX 74 +50.5 -50.5 +50.b - +19.0 -19.0 + .5 -50. 2 ANCHORING LOCATIONS h DETAILS OX or XO 75 +50. - 0. + 0. - .5 +19.0 -19.0 +50.5 -50.5• �' 3 ANCHORING LOCATIONS h DETAILS 0x0 11 +50.5 - + 0. - +19.0 -19.0 +50.5 - 0. olwwo No.• 0xx0 14 +50. -50.5 +50.5 -50.5 +19.0 1 -19.0 +50.5 -50.5 DWG-MA-Fto130-05 sNEET 1 of 3 6" SEE DETAIL'- 6" J' ,E,. 3' 3' l SEE DETAIL ..C., I 11 I fl i to Q N _ - O W B B A B O 6„ 6- 3" _ + is I I 6" 1 r 6" N N w f u SEE DETAIL tA J "D` W K f C IEE DETAIL C" SEE DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2-1/2" #10 x 2 #8 x 2-1/2" THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 3/4" FOR A 1.375" THROW #a x 2-1/2" #lox 1-1/a" 0 //10 x 3/4" DETAIL "F" ASTRAGA J/10 x 3/4"L J10 x 2" QETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT oow 9115 STRIKE PLATE TO FRAME oa eowl DETAIL "D" AS SHOWN, la x 1-1/2ees Ad*rAnbWM y 1 0.9621 Ca�aEoANI; ,.ytw,;. 1.375" 9— 011 EQUAL �.. -�. l- oa eowL :ram; > x7mlfl INTERIOR INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAI MTE: 7/11/05 scKa N.T.S. owc. er: SWS OF SEE DETAIL 'C" SHT. 2 L 3" — z 0 o o z wi[: 7/11 05 I I I N N o w u a SEE DETAIL OnAwu+c NO y /n "D" Si 2 slap 3 a 3 J W ;—T W ON � 1!1 a G — d w W B � II 3' — 6• � g- z 0 o o z wi[: 7/11 05 I I I (I I II 6' s' I I I OnAwu+c NO 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. D"fLn01a0-0s slap 3 a 3 N J _ — d w W B � II C H II II 6 II � -61 II— 3.6 6' 3. 3 • 6" 6' ATTACHMFNT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PEw (FLORIDA #15935) WITH THE LOWEST (LEAST) HARDWARE SCHEDULE FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �•' CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" AT 5-1/2" CENTERLINE. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN � — MAX" 2. 4 X 4" FULL MORTISE BUTT HINGES LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM �L—I I-- ,.. ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT + AdkftbNAM OF 1 -1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE '?' MINIMUM EMBEDMENT OF 1-1/4". � TYPICAL OWN 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. z 0 o o z wi[: 7/11 05 SCALE: N.T.S. orc a+: SINS a«. BY: OnAwu+c NO 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. D"fLn01a0-0s slap 3 a 3