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WS-14-87Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205849 Permit Number: WS- 1 -14 -87 Scheduled Inspection Date: March 21, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: VOGTNER, ALINA Work Classification: Window /Door Replacement Job Address: 53 NE 98 Street Miami Shores, FL Phone Number (954)452 -0110 Parcel Number 1132060131140 Project: <NONE> Contractor: ORONI INC Phone: (305)685 -0412 13ul m ing Department comments REMOVE & REPLACE FRONT DOOR INSPECTOR COMMENTS False March 20, 2014 For Inspections please call: (305)762 -4949 Page 5 of 22 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 20, 2014 For Inspections please call: (305)762 -4949 Page 5 of 22 .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 No. FBC 2010 Master Permit NoW I `i � Permit Type: BUILDING ROOFING JOB ADDRESS: �(Z -1s`l N ®G [ NE � /tl C O/ �j-r City: Miami Shores County: Miami Dade Zip: S3 �O Folio/Parcel #: Il ` 3-?-06 a O G= 1 114 0 lfs the Building Historically Designated: Yes NO iL Flood Zone: OWNER: Name (Fee Simple Titleholder): " 5 f7N i4 LU&l f&1*2- Phorla )- " l O q3,q q Address: 5-3 /yc S City: Ql -L 0-\-k > ( S State: Fr_ Zip: t 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �� � , �C Phone#: � b�f, (jq 1 z_ Address: ` 1'�-� �j W 6 t��i — City: �.,Nx State: F-1, Zip: Qualifier Name: i�i2L �N�- ?�-r(_ �`� i J� Phone#: State Certification or Registration #: M C 1 % 17/ Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ l WO -QC) Square/Linear Footage of Work: Type of Work: ❑Additions ❑Alteration `n ❑New ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $� �J if -1 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 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 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 Signature �� `�� Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 a, by kdrt6na- da%1met, day of CLOLAnA 20 a, by C) ria^���'a who is personally known to me or who has produced D L* on who i sonall known to me or who has produced QN,a As identification and who did take an oath. as identification and who did take an oath. NOTARY Prini: `e REBECA M. PASTRANAt Print:' : K A)QeRA IM MY COMMISSION N EUM24 My Commission Expires: ' ISF EXPME.s: Fdm =y07.2017 My Commission Expires: APPROVED BY �I /W/ Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Expums: Fdm my 07.2017 Zoning Clerk ••• • • A 0000 . •• 0000.• 0000. ,�aN 17 0000 ... 0000. 0000.. Ts �'► . .-- �.... 0000.. _ • � _ _may' L �:�;:d' �!�'��.�S;4s 4ki��� rril lf5�'r Interior & Exterior Zones (4 &5 - Walls) Positive Pressures -Exposure C For the 175 mph Wind Zone (CATEGORY 2 Height Maximum Effective Wind Area (or, Tributa Area in Square Feet 10 20 30 40 r 50 60 1.00 0.95 0.92 0.89. 0.88 0.86 15: 40.4 38.5 37.5 36.7 ' 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 ; -41.7 41.1' 40 49.4 47.2 45.9 44.9 44.2 43.6 50 1 51.8 1 49.4 48.1 1 47.1 { 46.4 45.7 60 1 53.7 1 51.2 49.8 1 48.8 48.4 47.4 Interior Zone (4 - Walls) Negative Pressures ! Exp osure C . For the 175 mph Wind Zone 1 1 CATEGORY 2 Height Maximum Effective Wind Area or, Td utary Area in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 - -39.1 20 -46.4 -44.4 -43.3 - 42.5 -41,9 -41.4 25 -48.4 -46.4 -45.2. -44.4 -43.8 -43.2 30 -50.5 - 48.4 - 47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 80 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposurp C For the 175 mph Wind Zone CATEGORY 2 Height M imum Effective Wind Area or, Tributa Area in Square Feet 10 20 30 40 50- 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 :- 46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3' -47.3 • 9. -55.8 -53.4 .-51.7 =50.4 -49.4 • . ::: : • -52.3i -'-t? -'-58.1 -55.7. -53.9 -52.6 -51.5 4 1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 ' -58.5 -57.3 • 60 - .9• • -67.0 -64.2 -62.2 -60,6 -59.4 Lingth of E'ftd Zone (d): 10% of least horizontal dimension or .4 but not less than 4% of least horizontal dimension or 3 ft. (h = m ............ . NG�f' �� 8:/o�TiE'DIJC•TIQN M THE LOADS SHOWN ABOVE MAY BE TAI 3 whichever is sm g )• n roof hei U c FOR FLAT ivliva owiuiug, uoue vrume rage t va .a , F Business���� Professibnal Regulation `'a Product Approval USER: Public User Pruduct A}rUy.t l_h.1 c7u� > P�. g.�lur�,�r_A��pticdti�� S�_�?C h > rf2l ?Ii4�[ion LLA > Application Detail FL # Apppaftn Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method .. Wle*da Erlgirkeeroor•Arc6ltect Name who deleldg* 0he;EIalpaZon Report • Flo#Ida 1.14A • • • so Quality Assurance Entity Quality Assurance Contract Expiration Date i *Mlldate8 EIV,• .:• ••• • • ••• • • • FL15210 New 2010 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969 -9773 Ext 16 ri ckw @ rw b idgcon su ttants. corn Vivian Wright rickw @rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969 -9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969 -9773 Ext 16 ronoconnell@pla5tpro.com Exterior Doors Swinging Exterior Door AssernbUes Evaluation Report from a Florida Registered Architect or a LiCeresed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received hap: /Moridabuilti 0 . . or* jr r k �r: dtl� spx? param= wGEVXQvtDgv3yVVKJZ1QRCFPgagbCU "Mj.cS... 5j?23MF1 UF .r . .... • % %. . 000 0 1-lullua oulluulg "ue uniine • • • • Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ;Summary of Products -Page 2 of 3 'i_152110 Ri, Standard Year ASTM D1929 19,96 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E84 2005 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect P. L 1 5...2 . * 0 RO E'..,; ;lv c�' STA?,IDARDS. - ........ Method I Option D 02/16/2012 02/17/2012 02/29/2012 04/03/2012 FL # jModel, Number or Name Description 15210.1 a. Smooth/Wood Grain/White 6'8 "Impact' Opaque FibergLass S4ng e Door - Wood Grain/Rustic/Mahogany Inswing/Outswing (X - Configuration) Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P. E. 4 3409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 1 15210.2 b. Smooth/Wood Grain/White 6'8 "Impact* Opaque Fiberglass Sangre Door with Smote Wood Grain/Rustic/Mahogany or Sidelites - Inswing/Outswing (OX or X01 •X0 - Series 0 Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sc:hMKJt, P.E. 43409, Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports PO6bw:a6eoe INST 65210ARefor Design Pressure Ratings, any ajd%&ia: u:e:intt&ions, installation instructions Created by Independent Third Party: Yes nd %joju* Itic4lt:s. % I 15210.3 c. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Double Dear with or Wood Grain/Rustic/Mahogany without Sidelites - Inswing/Outswing (XX; 0XXO - • • ,,4eriq,s • 0 Fiberglass Door Configuration) Its of i s;• • • • 4Up11bv.0d fod.W&I inNV04 Yes Installation Instructions 0 000 0 9 0 http://floridabuildilg.(yg/pt,/por 4app&dbi.asl.px?paraiii°wGEVXQw-tDqv-')>'VVKJZIQRCFPquggbCcp4Ijk6... 5,131,'210 12 *00 0 9 0 60* 0 - - -- -a ____ ..... AAA Page 3 of 3 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Design Pressure: N/A Pa rty: Yes Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, FL152LO RO AE EVAL 15210.3 odf any additional use limitations, installation instructions Created by Independent Third and product particulars. Party: Yes 15210.4 d. Smoot /Wood Grain /White Wood Grain /Rustic /Mahogany Series O Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, Iny additional use limitations, installation instructions Ind Drodu(t narfirularc 15210.5 e. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series O Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing /Outswing (X - Configuration) Installation Instructions jrqSF Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes I "Impact" Glazed Fiberglass SwK ie Door with Smote Sidelites - Inswing/Outswing (OX or XO; oxo - Limits of Use Installation Instruction Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: -, Lyndon F Schmidt P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, r.. any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15210.6 f Smooth /Wod Grain /White 6'8 "Impact" Glazed Fiberglass Doubde!Ek� vwt1h or stic /Mahogany without Sidelites - Inswing/Outswang (XX; OXXO - Slass Door Confiquratio nl Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL. 52 0 R0 i I ir15_T _: _:; .� Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4.3409 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, i any additional use limitations, installation instructions Created by Independent Third Party: Yes j and product particulars. Back he.t Contact Us :: 1940 North Monroe street Tallahassee FL 32399 phone; 850.487.1824 The State of Florida Is an AA /EEO employer. Cooyrioht 2007.2010 State of Florida :: Lrws StgerrneM :: ACCesj4bQry 22j :: Under Florida law, e-mail addresses are public records. If you do not want your a -mad address reaeased m response to a pr, - ft'owos r q• mst send electronic mail to this entity. Instead, contact the office by phone or by traditional maid. It you have amy questmm rega,46.4 oege% dL1.4 ,,.ec accessibility, please contact our Web Master at wwebmasterjedb*f v =r• f uS x-curitc. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • • •• • •• •• • • Ittp : / /floridabxidding.or*pi /pirr•t. pp_dt . aspx? param= wGEVX QrvtDgv3yVVK ,1ZIQRCFPqu8gbCgpMjk6... 5/23,"2012 . % % .... . .. . .... . .. ••. • • • 000 • . I -= 5 v 7 3 T J L 3 S 3 i s i i plastpro 5200 W. CENTURY BLV©. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTS WING "IMPACT' GENERAL NOTES I This product has been evaluated and is in compfiarx:e with ttui 2010 FlOddn Btriktrcul (ank) (FB(:) .tn hrl.d requirements Including the **High Vylor.Ify Hurricane 7ona•' (HVH7). 2. Product anchors shall be as listed and spacea as shown on deloils. Anchor embedment to base moletiol shall be beyond wall dressing or slucco. 3. When used in the "HVHZ•• this product camplies with Section 1626 of the Wirido Building Code and require on impact resistant Covering. 4 When used in areas outside C f the "HVHi•'requiring wind bons! debris protection this produce con =plies w lit Section 1602 i.Z at the 2010 FBC and daes not require an irnrnct resistant rovgring. This product nv,?h missile level •D" and includes Wind Zone 4 as defined in ASIM E 1496 and Section 1604.1.2.4 of ffir� FB(: 5. For 2x sfud; onstructiori, ❑n i:o r'f� cal !hr•;.; tmid; ;half be ftr.> sarL as that shown for '2x. buck. masonry construction. o. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer Or registered architect. 7. Outswing configurations meet wooer infiltration requirements for "HVHZ••. AD other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sin is less than 45 decrees. U x 3 �4 1 4' i f. FF�l.4l' WtOTtt 1 i 0 SWING _ TABLE OF CONTENTS t SHE II DESCRIPTION --` - -- I Typical elevation, design pressures. & general notes --' - -- 2 Daar panel details 3 Hor¢ontalcrosssecton 4 Vertical cross sections 5 3-po nt — details 6 3 -point lock detaBs 7 Buck and frame anchoring 8 Components 9 Bill of materials U x 3 �4 1 4' i f. FF�l.4l' WtOTtt 1 i 0 SWING FRAME .: DESIGN PRESSURE (PO) . POSITIVE' NEGATIVE i5lMENSION, 37.50° - • iNSWiNG X +75.0 .75.0 82.00" ¢ e •• 37.50" OUTSWiNG X 81.13" +75.0 -75.0 - -.. •. •..,.• � ...........w�.o ucmyll LnCUVIe umnanons • • • • • •• • 006.• 0• •0000• 0000 0000•• •0666• Y eb %i - • 11 • ¢ e •• 4•••• z • ? • • • • • ° •a•:p� 78/72 SCALE: N.T.S. aar.er♦♦ LFS '�•••• • oeAwmc NO.: F'- 15210.1 � • �I666• on g 0000•• 0000 • • o.r MOM Ole \\ CAP (PVC) HINGE STILE (LVL) LATCH STILE (LVQ CAP (PVC) )1 MORILQWAL CROSS UCAON 35.75" MAX OA cv WIDTH I i io O- _ _. - _ O m O 3 e SEE HARDWARE TABLE 11 1 11I111III\ SEE HARDWARE TABLE 0 C 0 Fberakm U o � DAR PANEI i m I o a _ Q HARDWANTAU# MANUFAC1UM MORN a KWIKSET KNOK: fIGIIATURISERI[S t DtADIOLT: SIONATURE SFRtg (9ED) t 75 SCHLAGE KNOT: 1•SERIES(f5l) • DEADSOLT: 3• f[ii� ({de /{2) i' 7S PAMIX FL34 SEW DEAD11OLT: tD7 sum t 75 HOPPE MULTI -MW LOCC 3•POW TONGUE ± 50 WIT MULTI -POINT LOCK: TALENIDUM •3= 3NO ± 73 See sheets 5 and 6 for multi-point tock detoBs. v IAN BOTTOM RAIL N • mr RAIL (COMP.( t (COMP.) • j • • • • "000 � y •00.00 • 4. pp 7 • ��7VERUCAL CRCUSE"& • INTERtQR EXTERIOR 0000 u FOAM CORE 16 12 ? ••: 0000 (POLYURETHANE - N.T.S.•• 0000•• • 1.9 PCF MIN.) l • • • a� eri LFS 3000 .' • • • • owavowto: • 02#000 FIBERGLASS SKIN (D.IV MIN. THK.)�� , . •, ,' •Z •FL- 15210.1 • a• :*9:9: y47 2 of 9 w • �••• BOTTOM RAIL N • • °x (COMP.) • j • • • • "000 •00.00 • • 4O 7 • ��7VERUCAL CRCUSE"& • v • �/ 0000 • whQ2 16 12 ? ••: 0000 N.T.S.•• 0000•• • am ur: JK l • • • a� eri LFS 3000 • • • • owavowto: • 02#000 •FL- 15210.1 • a• :*9:9: y47 2 of 9 w • �••• AA - Projects \Project Folders \proj 1501 . 1600 \PF 1596 \D. RW8C 0rawings \2010 \FL- 15210.dwg, 3.1 �y 1 Irn / �g V l C O • • • • • • �aota•a.W eyt,olH400r+gn>- wrrylr . c. •• •• v� • • • •• ••• • • • ••• • • Yz • • • • � � � • asxuxrr• IO o N DA HY HORIZONTAL CROSS SY-CTk WS • s �1 uaa�azr+e� K ►.o. •.. rso wr R.. ss�ae awe.. � nsaers:s� :o.,.r •.... o 3..3.0...0 fwar.w c..+arir. Or w�rp.�w }r 0113 OerUR #4 ... c3+W1 • �aota•a.W eyt,olH400r+gn>- wrrylr . c. • • • • • • • •• •• • • • • • •• • • •• ••• • • • ••• • • HORIZONTAL CROSS SY-CTk WS • s �1 uaa�azr+e� K ►.o. •.. rso wr R.. ss�ae awe.. � nsaers:s� :o.,.r •.... o 3..3.0...0 fwar.w c..+arir. Or w�rp.�w }r 0113 OerUR #4 ... c3+W1 o' 3 0 e 9 4 EXTERIOR INTERIOR VERTICAL CROSS SECTION 4 Outm4g mown - km t c also approved VERTICAL CROSS SECTION 4 Outsw6ig conftrgixation 5Q VERTICAL CROSS SECTION 4 Shown w/ ADA ftreshoki EXTERIOR '� `- INTERIOR �V�AL CROSS SECTION i� v� EXTERIOR INTERIOR ell, s 4 „i 1J U • • • s z 4 • • • ' 4 °' .�•• • 2 16 12 S••• • ••s••s �• • N.T.S. �•• om � JK 4 VERTICAL CROSS SECTION • • 4 kmvkig aO.SWUBon • •: • •: • • LFS • _ • • •• •• DwywNo- • ••• 0000•• FL— 15210.1 - • • • • aw or ro•• goes • • • •0000• eggs � 1 , k,V • Rajeca mOd iaklm \pol 1501 • JWW 15%ND. RWSC Drawings\2010 \R.•15210.dwg, 5.1 C OVERALL HEIGHT HANDLE HEIGHT — z �Oa m pia 0 IoDr N N 7 y Y _ �X 4.6r Ur Ti Lo woe o I� X X X X X X • • •• • • • • • 3.61' •• ••• of • • • •• -- - -- 43.09' - -- ••• • ••• ••• • • • • • • • •• $ R I PROOLICT; o p PLA5TPRO W— ✓l. ro •. saw F DOOR w�...< •.sa.wa.w i• M PARE OR ASS>7iOLY`. ► s..w sr rw• -.r-r 6ru■+ O fi to -. Cu•anrr d Ar %Il�r _�"' MV 3 -POWT LOGO OfTAIS • • r it • WEM&ONS 4.". r. so-so, n c r.. a 2 O'1ai R.W0Ut•Ol t OiNItWTAN1� INC• • • •• •• • • • •• •• ••• • • • 000 • • 0 • •• •• • • • •• •• ••• • • • 000 • • . • ••• • • • ••• an + Ire irw.ns v ..."" � _ -_ • lJ9 �VG*N • • gyp• s Ix 00 ....�ri ........V ...........�. + z i i�Ojl twtttti ♦s QJ OMdt� • - • . : . E d -04 • LTt -0"CZ O d Yf = U m m N y U N � • • • • • i t'9'6mpOIZSI 1d \OIOL \s6ulmo�d �8M8 •0 \9691 dd \0091 - IOSI fad \sieploj loefojd \sfaefad -y \; / t • ••• ••• • ••• •• • • • •• ••• • ••• • • • • •• •• • • • • • ••• • SZ'►L w O d Yf = U m m N y U N � • • • • • i t'9'6mpOIZSI 1d \OIOL \s6ulmo�d �8M8 •0 \9691 dd \0091 - IOSI fad \sieploj loefojd \sfaefad -y \; / t • � TYP. HEAD _ a JAMBS a MASONRY OPENING 2X BUCK -, 0 N b. 3 2 U 0 a WK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: a I. Substitution of equal concrete anchors from a different supplier may hove different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortar Joints. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar Joints, addlttonal concrete anchors ° may be required to ensure the MAX. ON CENTER" dimension are not exceeded. .0 3. Concrete anchor table: Q. i v 0 U m 0 a `v m 2 i L 2X IX sEE HINGE + DETAIL (TYP.) ... , MASONRY OPENING FRAME 2X BUCK LATCH a DEADBOLT'DETAIL FRAME ANCHORING Matony ca utrucBon IX 2X BUCK BUCK BUCK BUCK ar F (TV) -o HINGE DETAIL 19 v R _L HINGE JAMB • I X BUCK H• • • 9 4 i • 2X BUCK L • 11 • • • Ir 090 ' • a. • • �•• MV&02 1 Li 427 N.T.S m'• am- er: JK • . • 3 • er. LFS • • • DOPYNC w, • f • H ;TAIL : •�_ 15210.1 7 a • • i•• . 1 i : \A - Projects \Project Folders\prof 1501 • 1600 \PF 1596 \D. RWBC Drawings \2010 \FL- 15210.dwg, 8.1 R� • f••• • ••• ••• • 201 • R.I. IFJ IIU•N e j OH. V­1 1 •• • •• • •• •• • •• • • • In �. •• • o.6s —1 V o H 1 _ 1 -i t- 0.15 I 1.25' N I f v N � a R� • f••• • ••• ••• • 201 • R.I. IFJ IIU•N e j OH. V­1 1 •• • •• • •• •• • •• • • • In �. •• • o.6s —1 V o H 1 _ 1 -i t- 0.15 I 1 r I f { 1 oaYeuurlrec •a FYJISTPRO coc. ro •. rso ws'a..c, 33M SSDLBLY . v •cJ.MiRM7 : %twrr Arm • ►I.rswr 4/Yrww anuses a ppl6�phg)!IS %T' Lit l�aemem /. Icw.AoL ♦t im Up7• N I f 1 r I f { 1 oaYeuurlrec •a FYJISTPRO coc. ro •. rso ws'a..c, 33M SSDLBLY . v •cJ.MiRM7 : %twrr Arm • ►I.rswr 4/Yrww anuses a ppl6�phg)!IS %T' Lit l�aemem /. Icw.AoL ♦t im Up7•