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WS-09-1411 Inspection Worksheet Miami Shores Village L0 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 142263 Permit Number: WS -8 -09 -1411 Scheduled Inspection Date: May 06, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: BLOCK BANK, H &R Work Classification: Door Replacement Job Address: 154 NW 111 Street Miami Shores, FL 33168.4323 Phone Number Parcel Number 1121360030450 Project: <NONE >. Contractor: HOME OWNER Building Department Comments FRONT DOOR REPLACEMENT Inspector Comments Passed 4 0� Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 05, 2010 For Inspections please call: (305)762 -4949 Page 13 of 17 z 9R ,90W�,,r Miami Shores Village 10050 N.E. 2nd Avenue's" Miami Shores, FL 33138 -0000 a a h� Phone: (305)795 -2204 (4tt> ` Expiration: 09/06/2010 Project Address Parcel Number Applicant 154 111 Street 1121360030450 H&R BLOCK BANK Miami Shores, FL 33168 -4323 Block: Lot: Owner Information Address Phone Cell H&R BLOCK BANK 2424 FEDERAL Highway BOCA RATON FL 33431 - Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOM OW NE R _. _ n:..=._...... ....._...w._... Total Sq Feet: 0 Type of Work: DOOR Available Inspections: No of Openings: l Inspection Type: Additional Info: IMPACT Classification: Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice # WS -8-09 -35709 Education Surcharge $0.20 03/1512010 Credit Card $ 72.60 $ 50.00 Notary Fee $5.00 Permit Fee $110.00 08/24/2009 Credit Card $ 50.00 $ 0.00 Permit Technology Fee $0.00 Scanning Fee $6.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $0.80 Total: $122.60 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. 1 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. March 15, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 15, 2010 1 Nhami Shores Villa e -P�' g Aug 2 2009 S� Building Department 1 n V 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �` V ®• Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING - Permit No. PERMIT APPLICATION 1Vlaster Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) % Gt Gb ®{7 M I & 7- Phone # I N- 6 3) — 661i? Owner's Address Ab Wt City d 6 . State zip �7 �4 Tenant/Lessee Name Phone # Job Address (where the work is being done) A v✓ City Miami Shores Ville County Miami-Dade Zip 3 FOLIO / PARCEL # ' t— z l 3 S `, 003 — o 9 S Is Building Historically Designated YES NO t Contractor's Company Name 4 2m& ���/ Phone # Contractor's Address City State Zip Qualifier Name , Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ A 6 ® 0 60 Square 1 Linear Footage Of Work: Type of Work: (Addition (Alteration EINew &( ❑ Demolition, Describe Work: -C ep lCi cp 7:Rw 1 t door e I �u G�j � - x��} fFx�����x�x��������x��x���x��xx����� :x����xx�x�� i °dub ttal $ y `5 5 0 Permit Fee $ ' CCF $ CO /CC Notary $ S' Training/Education Fee $ a &0 Technology Fee $ IX Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ �� i See Reverse side -� i Bonding Company's Name (if applicable) 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 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 WrM 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 goad 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. c ` Signature a Signature . 6 U Owner or Agent Contractor The for going nstrument was ac owledged ore me th' The foregoing instrument was acknowledged before me this day of , 2�, by day of , 20 _, by , who is er onaallllynknnown to me or who has produced who is personally known to me or who has produced u 'x/12 identification and who did take an oath. as identification and who did take an oath. NOT R PUBLIC: NOTARY PUBLIC: Sign ��,���-��Q'G Sign Print: 0 . � Print: My Commission Expires: �p�? °� „, 4 c` `�� My Commission Expires: APPLICATION APPROVED BY: � -�� Plans Examiner Engineer Zoning (Revised 07/10107) EX Wind PresAre Calculator Page 1 of 1 NOW ENG INEERING 1w0ow 160,SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE :(954) 354 -0660 FAx -(954) 354 -0443 Local . SCE 7 -05 Component & Cladding Pressure Calculator Cate Febrtiary 2 2 011 300 *: 11) 521 - 0al D Hover HELP:@ EX aff3ee Contractor : :Sonslre Gonzalez P roject 1Fifd:Gonzalez Res. 154 NW 111 Street, Miami Shares, FL 33158 Gear Farm ENTER f9 Double Click or Dray: Enter Minimum Bldg 11111menslowl 30.0 ft Building I Mean Roof 146 MPH peak Wind Velocity (3 Sec. Gust): 0 U5 Contour Map: Height Presets FL Contour Map: 15.0 ft Bldg Ca a,g Bldg. Classification& qFY = 39.37 X56 zi ( Enclo Kh = 0.8S Exaosures 2one� ltYi = 1.Oa �j Q e l q I Gep � - 0.18 Raaf Tva DitertionallL Faster itd: Gcp i = OMs Gable a.135 § f - — °1.05 BY:_ Roof slapeA 1.00 Entw Maw 18. (4.9:12) Pitch Multiple Opening Single O ning AT Opening: 0 ZONE LAYOUTS: 130 in (61 -811) 1 { I { E Adjusted Area z 0 rJ, a j (D IC (Square 3: I I I { S 20. 9q ft I { I I Roof one �k � R EW "V E , NE AT1VE URE x f] �tRE m 4 .3 -Sf Z o n e Oh ( 44 p f M aami Shor s Viliag Cd ere' gY Valid Only [with Raised Engineer Seal ^fv'ING DEP - 3L-DG DEPT ..T�d �fl es and the 2007 Florida Building AtReF L PALaPP' ed vi original signature and F rl�a� f, 20 10 raised engineer seal of a FE from Engineering E press. Results are baud an Frank L. Bennardo, P.E. � Pil�� t WLi,ANRh V13*A'TM*er d by others prior to use. P20046549 Cert Auth 9885 Select an n a an ved using these dimensions and pressures as verified by others. Page 1 o f 1 www.engexp. m Copyright 2010 le ENr FLING 1:09 PM v2.0 01/15/11) hq://www.engexp.com/calculators/asce705 2/26/2010 M1/11W MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 16M PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE ffOA w_ ww.bu ldinecodeonline.com Trinity Glass International 4621 192 Street East Tacoma, WA 98446 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 6'-8" Outswing Glazed Fiberglass Door w/ wo Sideiites -LMI APPROVAL DOCUMENT: Drawing No. S -2728, titled "Glazed Fiberglass Outs'wing Door, ", sheets 1 through 12 of 12, dated 10105106 and last revised on 01 -14 -2008, prepared by RW Building Consultants, Inc., signed and sealed. by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missle impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. Il Siildmitt®d decu to h was reviewed by Ishaq L Chanda, P.E. •••. .. ••• .. . . . .. • ••• • • • • • • • • • . NOA No 06- 1113.04 a • ; : Expiration Date: February 21, 2013 • " ' • ' Approval Date: February 21, 2008 Pagel 1� ••• • • • • ••• • • • •• •� •�• •i• • • MM 2E A CCEPTANCE_, EVIDENCE S UMBI 0 A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 8.2728, titled "Glazed Fiberglass Oatswing Door ", sheets 1 through 1 2 of 12, dotted 10/05106 and last raised an 01- 14-2001k prepwW by RW Buikft Coasukw* I=, sigW and seaW by Lynx F. Schmidt, P.B. B. TESTS 1. "Test reports on Test reports on 1) Air hdilt3ra don Test, per M TAS 202 2) uniform Static Air Press= Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced. Entry Test, per FBC 24113.2.1 and TAS 242-94 5) Small Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with milted -up drawings and installation: diagram of 6'0 x 6'8 Glued Fiber Glace Outswing doors w/ sidelifts, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL4*- 0918.1, dated 10/1006 and revised on 12- 05-07, signed and sealed by Well W. Haney, P.E. 2. Additional tog r+ wrt No. M46-0918-1, per TAS 201,202 and 203 for b'A x 6'8 opaque Fiber Glass Owswng doors w/ adethes, issued by Testing Evahwon Laboratories, w. C. CALCULATIONS 1. Anchor verifieWon calculations and structural analysis, complying with FBC ,2004, prepared by RW Binding Constd=s� Inc., dated 11103106, sWW and ceded by Lyndon F, Schmidt, P.E. 2. Glazing complies w/ ASTM E 1300 -9 . P. QUALITY ASSURANC"Ir 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS i . Notice of Acceptance No. 0&120 O1 issued to Trinity Glass International, for their Unfinished Fiberglass boor Skin, expiring on 03/02/11. 2. Notice of Acceptance No. 074825.01 Issued to Trinity Glass International, Rw their Trinity Lite Frame, expiring on 07/43112. 3. Test Report No. ETC-W781-17122.1, prepared by ETC oratories., isswd to Trinity Glass International, dated 14/19/05 and revised on 01/420/8, Poiyuredum Foam, tested per ASTM 1929 D "Self Ignition Temperature' , ASTM EM "Flame Spread .Index°' and Smoke Developed Index", signed and scaled by Joseph Labora Doldan, P.E. F. STATRA02M 1. Statement letter ofconformance and no financial intenut, dated 01/14M, sigued and sealed by Lyndon Schmidt, P.E. 2. Statement lew of lab compliance as part oftest report. G. OTEW.R. •.... l::` 1-#I�� s Aftsivc SW -4—nt by Doug YMM Siiicow, Co. .. • .. .. aAJ .. ... .. .... baq L Cbara, P. E. Pro►dacr Cow Exam X0A No W1 113JM Or : : :.. • Egdm Ion tuts. Febtamiry 11, M3 • • : Appmd: hilts: F s;ty 21.2 ....... • ... . . . ... . `(; //��►.� .�' 148.75' MAX. OVERALL FRAME WIDTH " • • � • (W/NON-REINFORCED MULL) Lb • • • • • • ' ' 1 N T E R NAT I O N A L 74.00" MAX. OVERALL 74.00" MAX. OVERALL • , • • • • •' FRAME WIDTH FRAME WIDTH ' 4621 2 STREET EAST TACOMA, WA 98446 21.00" $ . i .... see* TEL -7300 FAX. 253 - 875 - 7301 37.375" MAX 36.38" MAX . MAX 36.38` MAX. FRAME MAX. t� q • • • • • • 0 0 0.0 FRAME P NEL DLO PANEL WIDTH n . FLOM.GWEQFIBERGLASS OUTSWING DOORS W „�,, � � / + I „ W1Tt+& W/OUT SIDEL1TE(S) E � ..... •..... 21 ".00 d g • "IMPACT' z °.0 �` m s ...... , e s � MAX. .r � s .. i .:... ,:•,•: , .. �°gc sz s d D.L.O. " •� J o • O �• f J O O .{ 1. TM� DUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE $ 1 n 7 d $ ol J 0 o .0 0 WITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE I NIGH p a o \ \ VELOCITY HURRtCANE.ZONE" (HVHZ -). "�'� k e e '� \ 'o \ 2 PRODUCT ANCHORS SHALL BE AS USTID AND SPACED AS SHOWN c ON DETAILS aNCii0F2 EMBEDMENT TO BASE MATERUU SHALL BE Ar;InrE ° A BEYOND WALL DRESSING OR STUCCO. y OXXO (AOXEOI �j 3. WHEN USED IN THE RfiAHZ" THIS PRODUCT COUPLES WITH �om�lyingwry6 X JAMB NON- REINFORCEDE MLn� JAMB x JAMB SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. Harr MULL W10 poua E FLn i I ITE DOOR MULL W/o REINF. W /SIDELRFS (BOXED) REINF. DOUBLE FUJI I IrE DOOR SINN c FLn i L ITE DOOR � � 4. WHEN USED IN AREAS OUTSIDE OF THE 71VFIZ' AIRING mmOlnado Oasa01 DESIGN PRESSURE (PSF} DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) z WIND -BORNE DEBRIS PROTECTION THIS PRODUCT COUPLES WITH D1,1 q , + SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE AND DOES By ? _ � t ( o �4 • +55A -55.0 +55.0 -55.0 +85.0 -55.0 I NOT REQUIRE AN IMPACT RESISTANT COVERING, n 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF TH 72 00" MAX 75.62" 11AX OA ESE UNITS SHALT BE THE SAME AS THAT SHOWN FOR 2X BUCK 113.75' MAX OVERALL WI RALL MASONRY CONSTRUCTION. OVERALL 108.00' MAX. FRAME WIDTH FRAME WIDTH W / FRAME WIDTH OVERALL FRAME WIDTH W /1X MULLION ON REINFORCE M ULLION 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS REINFORCEMENT DRAWING REQUIRE FURTHER ENGINEERING ANALYSTS BY A 37.375' LICENSED ENGINEER OR A REGISTERED ARCHITECT AND TO BE MAX. 37.375" 37 MAX. 37378" 37375" APPROVED BY BUILDING OFFICAI SDL MAX. SOL 7 i REVlEWED 8 W �IN G Q ERS DUST BE ANCHORED FFICkL CHS WIDTH FRAME CHS I � FRAME �-�}- 2 1dAX FRAME SOL PROPERLY TO TRANSFER LOADS TO NOW AND TO BE I I D.L.O. WlDni g 8. � NP P A R ES ES SURE RATING SEE CHART UNDER EACH ` r 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR THE HIGH ti / s VELOCITY HURRICANE ZONE (HVIiZ). 3 4 AV s ' ° s " s 1 3O a X 1 TYPrcAL ES /aTIDNS DES RESSURES do GENERAL NOTES s +velroe AcTm 3 HORIZONTAL CROSS SECTIONS MULLION -4— MULLION MULLION fu AL C SECTIONS 5 HORIZONTAL CROSS SECTIONS ala REINFORCEMENT REINFORCEMENT REINFORCEMENT s: l0 05 08 6 VERTICAL CROSS SECTIONS ox OR x0 (cHSY oxo (clasY X0 OR ox ( ox0 coo= - N. T_& FRAME BOXED U NITS SINGLE FUL L 11E DOOR SINGLE FULL: LITE mnw_ SINGLE FULL LITE DOOR SINGLE FtA t1TE tXxXt cNO. B+s EW m' 8 SWGLE & SINGLE BOXED UNITS W /SIDEUTE (CHS) W/SSIDELITES (CHS) W /SIDELRE (BOXED) W /SIDEUTES (BOXED) U 0y 1F 9 WiNG CHS UNITS ESIGN PRESSURE ( DESIGN PRESSURE 10 D PSF) DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) owsma Ras � 11 +60 0 - 80.0 +60.0 - 60.0 +60.0 - 80.0 +60.0 - 80.0 S - 2728 c �t 12 OW GF •••••• , 2 • f 48 28 10 46 • �` if • • • • . , EXTERIOR •••••• • • 45 .4 • •ffff '•• a• ;j•n t: ;s• a,F u a L n E. r•,• ' s.' 'i%« i r,r; ` ,7' .. a� a'i :% r 3;i °.• f a' 8.12° •• f• :8 •� }� � � r t•�°. 4•• �. Q °�j.�Q•F, rti }zt Slt • t f • • • • f • • f f ^,�.. !' i r• .� �:�+. ':Y, i' e ; t ^• "• •Y'. "•_1: ' n 1.' ':��_: ,v �. °. <� r '?.`•v; :'''q d,.nr a, • >" �r3. .: 6.12 '.i' ~ ''' ° aP }. S tPv s • ' Y f •`!. t„ p t .. 3t ri !' .P b�r PF. f 4' «t�: r l,e.y,3t•.t.,. 1 4 f • • • J f • f • • • 't_ it ° .'! r:f `t t ': J '.' " 1 , ? i •,s.` ,• ..: °.tt• r•• 'y ':„a: a�L: • �;�:�•,'.• gg o. • • • � ''+,, .:'1:.... +::Y'...+ .::• ,,. . .� ., . ffff •ff • fff• • ,y, t �,y.S.'4 .;8' y•F ;;'� g m •f f d;;�ajA :00040 l og* ° .. INTERIO 4 'S „ . 10 t4! 1f • r rt'' � o' � • ° 42 38 27 37 tO • • f SEE DETAIL 1 •ffff ff0 f •�rtv.�• %`.t• N f• • • • • f HORIZONTAL CROSS SECTION • ° , f • f • • 2 SIDELITE PANEL 38 38 ffff• f SIU FRAME (MATERIAL PC /ASA) 27 27 c f R i o , o EXTERIO z THIC GLASS INTERIO � z EXIEBIQR rn g FIBERLASS YARN 1/8 TEMPERED GLASS r a EM SIDEUTE PANEL n 28 28 o 9 SWIGGLE 37 37 a. HS GLASS Florida I, 090 PVB TACIT AYER DUPONT BUTACRE naresa�aer3oe�c3 1/8 HS GLASS {f.i,. �FIBERGLASS 1/2 GLASS "•` ; �• u %' ; rf' 2 BITE {•� !- • t k DETAIL 1 STRUCTURAL SILICONE BY 7`,� <.'; . f :t ''' qy f DOING YANG SILICONE CO. 8.1 i 27 SCREW, STEEL lin GLAZING QEfNL r f i Y � DOOR & SIDELITE t� F ` +r 8 t , I 6.12 I � DETAILS ILLUSTRATION •�; .•�: I t,�. •'.i r `.k �i / 13 13 16 r:ji tf ,?z. :may a t , I N^ 28 37 10 17 t; t.`.•L1r' II( , �, a v' ; f '' EXIE@L4S i yy r • a � •f � cr .. 2 t :,E + ° i':t:3. �•,•5. +.;i � y, +.:t1. I a ", :,� ,I�t'iib w �`?.1 3',�;i, � Id `\ ; +S S �„¢ • •' ,. � c,�e 4,s -i(i !i �< i.�:.i'.:ii,. b'- ii'•ii� � � � ., S' r1 �.;' at;,. t � y i'S iA!' r`v'+�' f ° = ► "� , t "a�;N,s;';�: .,t i.'i': `\ � ii 'ri � • v ' 3 .��� Yr T S. °t'4.�• � � y •' at "i T. , y ;1: , • 47 ,. t ° r g tu.. Z o win 10/05/06 iv \ INTERIOR sma N.T.S. 14 27 1 am Im EW � o SEE DETAIL 1 cm an DOOR PANEL 3 HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION 4 VERTICAL CROSS S ECTION ,w t o 2 DOOR PANEL 2 SIDELTTE PANEL 2 DOOR PANEL 5 -2728 0 of a g 1.2. • ••i•i• •• i e • 31 �O • 29 1 -318" MIN. 29 • • • • e • • 36 2 EMB. (TYP.) 36 • s , • • • • 1/4 MAX. 33 o • • • • • .+ .:,;•• • • Z —SHIM SPACE • ` °� • • • • -;.r• • SHEET 3 1 % ?« , I (TyP.) • • .: ; !. t • • • : '; . ,� SEE NOTE 1 !•' • . E :*Goo �'. • INTERIO N �, r:: SHEET 3 • 'a'. :� 12 INTE6148 • • • • • % • INTERIOR : 2 i .. . • .•i,(;yl; {Mtn � .•� � � . � � •: a ••••• '�sy�.. • • 'k.aa °:1.'� ° • ► r.'. • ' • .. • a +:. " - ° '"t`t�'1�i:�r a . nawt.�: •:°'f•tw • t . � V ..••�f ib tb f J.. tt. • ni. • A .y.••.'�•} "a� 1/4" MAX. :!,': �•tti':: ?4 ':�:�:t�sy �.t:•'y :• 3 L i-- SHIM SPACE S .•'r.�: 33 24 18 �y mp.) 1.14" MIN. �• � 1/4" MAX. egg PENETRATION SEE NOTE 1 30 SHIM SPACE SEE NOTE 7 SHEET 1 36 2 /SEE NOTE 7 (�•)� x SHEET y 31 SHEET 1 1.14" MIN. 1 HORIZONTAL CROSS SECTION PENETRATION 1' c 3 ® SIDELITE JAMB 5 VERTICAL CROSS SECTION 3 SHOWN W /iX SUB —BUCK SUBSTITUTING 4 HORIZONTAL CROSS SECTION CONCRETE SCREWS FOR SCREWS 3 . ® HINGE JAMB 2 51 51 3 zt�d`o 19.7" FROM END & 27.4" 8" FROM Al Uwad MAX. O.C. END & 27.4" 12 gy rn MAX. O.C. 40 }� SEE NOTE i 8 a� S SHEET 3 48 12 INTERIOR 48 IB 26 13 b o':a J`.•�.•'fs't s� a ir,..�d.•.. k': i.' ^' t.' O z ., r ir'. <• 1 fi'•;a.1 � :5:, i,?` i`i.; °'� •. :: f fi .v � � ► x 1 33 1. ITEM #48 — #9 X 2-1/4 PFH ACTNE INACTIVE m 24 18 SCREWS THRU JAMB INTO SIDELTTE 23 E XTERIO Q/05/06 LOCATED 0 6 ", 27 ", 50 -1/4 " & 21 stirs N.T.S. EXTERIO NON — REINFORCED MULL 72 -1/8" FROM TOP OF FRAME TYP. can on Ew m BOTH SIDE JAMBS. 2 HORIZONTAL CROSS SECTION 22 3 HORIZONTAL CROSS SECTION tx. m LFS 3 ®HINGE JAMB 2. ALL UNITS ARE GLAZED UNITS. SEE NOT SHOWN No.. SHEET 2 FOR DETAIL 3 0 ASTRAGAL. 5 -2728 •••••• 1/4° w • • • • • • • • • S ®IM SPACE 8 FROM 3 • • • • • • • (TYP.) 33 END & 27.4° • • �29 2 • MAX. O.C. 'm 449 j SHOWN • • • • • 3 END FROM jR • • • • • 38 . • END & 27.4" • • ..: d • • • • • • • • • • :.y.;: ••.. MAX. O.C. d • • • SEE NOTE 1 ••••• ••••• :.:'...'.` INTER14e SHEET 3 jy¢ INWRIO •:••• •• • ••••• k. ,•.ti �• a4 °.'j,,�j,y..(.pr ii!.T+ p.if, �• . • I I1I� I► { , • • T7...I µµ 4, •. »p {S eta 4 t•l i,� tt.'f {4M1 11 Ri �1 4t • t .Q •' j ' :' +: SEE NOTE 7 21 23 8 o a; ,..• SHEET 1 rn� 8 22 > o NOT SHOWN EXTEB10 6 31 MULLION W /REINFORCEMENT �z 1.14 MIN. 3 LATCH JAMS CROSS SECTION � m E ' i16 It PENETRATION 53 2t 1 HORIZONTAL CROSS SECTION 2 33 WAS t 4 HINGE JAMB 19.7" FROM 6 FROM END & 27.4° END & 27.4" MAX. O.C. MAX. O.C. SEE NOTE 1 SHEET 3 12 INTERLQS 1. ALL UNITS ARE GLAZED UNITS. SEE 26 SHEET 2 FOR DETAIL Vi .I;af •ti :tr.. {. 4• ♦.• >' i .. t h .. F: yst Iy� t :�ti• '+:+�+i:a +� r• }`te;r'r� �vr`; yY.4. 3. 2 t ' ^• y .: t ...� 3 '?. .;i +':.P •n - �;F;.¢'.• •.it�r Y ,'��: d'T -;..i� :t ` `mpn 33 24 18 SERI a ~ —10105106 MULLION W/REINFOR.CEMENT eras N.T.S. on Em EW • aec E US 3 HORIZONTAL CROSS SECTION jr 4 HINGE JAMB OFAV3 28 e — 4 -J A • -••••• • • • • � En . • 56 4 8 ••••• '�SE� NOTE •1 •• � •••• •••• SHEET 6 •• 72 57 $ '.•i• •••••� �•• •� INTERIOR 54 I" EXTERIO � ••• 26 � •• Y�`1 d.. Ar .�! •tt +y ;. 1 ii. s,�t � �t :` �.l 33 Q 24 T8 28 HORIZONm CROSS SECTxw CHS MULLION ATTACHMENT AT HEAD Y 5 ® HINGE (CHS) W /INTEGRAL MULLION 2 58 THRU HEAD INTO MULLION jyg� �gpy 54 ApplavednYmS+ulea -� taone I o Miazni Dodo Pr { oduct co,mo! Sy INTERIO 35 y SEE NOTE 1 2 SHEET 3 i M 54 ; f i 0 55 19 7 8 a 19 EXTERIO 55 58 23 N z o a!� �a o5 06 $ • 21 si N.T.S. 2 HORIZONTAL CROSS SEC Dw W. EW 22 NOT 5 ® LATCH (CHS) W /INTEGRAL MULLION CHS MUWON ATTACHMENT AT SILL SHOWN orimaw wo: 5 -2728 2 56 THRU SILL INTO MUWON W .. • • • • • • 2-1/2 MIN. 2-1/2 • SEE• NOTE - A / " MIN. � • • • • • • • SHEET t EDGE • • • • �•) �') S SHEET 1 7 0000•• f 0000•• • •• •:+ •••` �lr. � •r:s 31 5 : i s o 00000 0 1II. • '• .. .,' `, •'�, '••.. I.. •_ 31 '•• :, ,.; ••• 0000 • • ••••i • •,. 29 z..• ....�. ••s••+'.r.,.,,,: ''' .•s. r •,. ''� %� ••,.+ 29 ��'i s ':i. •' t d • • • r 30 33 > 0000 • • •• z^ sm • j,. ••• i y 3 yo 0000• •� 36 dfz �S r 0 6 0000• 4• • Z \m W 4 2 ••�. ^••i • 36o n U 36 � (� • _ 8 IL � `s•• 12 1a2. ti', \ U) 12 • ,`! Y S A \ ,;k : I�$�$ sr w? 'rt INTER[ �;;..? E XTERIOR i.I, ?� `,� „ y ` #; !� NOTE 1 $ • ��• :.Y! y . h +;t .}': �' LLZ.I.IdLii� v MIN 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 6 SHOWN W /iX SUB —BUCK SUBSTITU7YNG 4 VERTICAL CRASS SECTION o B HEAD JAMB — DOOR CONCRETE SCREWS FOR SCREWS B HEAD JAMB — SIDEL(TE I o Nm 1. ALL UNITS ARE GLAZED UNITS. SEE w� INTERIO SHEET 2 FOR DETAIL , + a�o Z 1,71 J t.;f, n �. n' EXIEBLQB Zit r%h'�• •y Ay `i V y A '!' J .iA r 7 t.�'r4° 7 35 SEE �• a � 12 •�•+ • ,,i��� ! +:.• NOTE 1 �m Q us I i5 50 35 44 31 44 31 a o MIN. 2-1/2" F ROM EDGE MIN. 2 FROM EDGE FROM —1/2" MIN. 2 -1/2" MIN. ac• 10/05/06 MnF FROM EDGE FROM sc (TYP.) (TYP.) (TYP.) (TYP.) N.T.S. ora erJ fiW m' �--� 1. ITEM #48 — #9 X 2 - 1/4° 3 VERTICAL CROSS SECTION / 5 t_ VERTICAL CROSS SEC77ON PFH SCREWS THRU HEAD & as en LFS B OUFWNG THRESHOLD 8 OUTSWING — SIDELTTE SILL JAMB LOCATED 3" FROM mum= NN+ d EACH FRAME END AND ON S -2728 0 CENTER UNE. s� °a • .. • . 0000 w 0000.. • • DETAIL 33 • BUCK 0000.• 00• n • 00 • 25 W /1X BUCK p 0 r_SOR I 1 I W /2X BUCK 33 INSfALlAT10N F- G 0000• •.s• •• • AUATKfN ' ' • � SEE � SEE NOTE 2 g q • • • • • 5 • • • • • • W /iX BUCK INACTIVE ACTIVE 0 • • • • B DETAIL 1 %TAUATKIN � • • • • 0 • • • • • 0 ALLATKfN SEE NOTE 1 . o 8 0 0 0 0 iW � II 00.00 I BUCK \ - o.. • M ## • 4 I AUATION d 0 a S g • • • *0:00 • �/ SEE NO E 1 ASTRAGAL - a 9 • • • • • SHOWN FOR • 0 •0 • 0 0 �FRAftGE� TYP. HEAD REFERENCE M • 0 . • : - & JAMBS - �QQe 23 • • • . • 0000 \ 44 TYP. SILL 0 0009 • 2X BUCK SEE NOTE 1 49 SEE ui a S � tO $ ". / DETAIL 2 I ~.! ACTIVE I INACTIVE I U �. .� :..•ra.. SEE NOTE 243 STRIKE pIATE DETAIL �d 19 FRAME ANCHORING 19 0 ASTRAGAL C$ XX (OUTSWING) INACTIVE ACTIVE .pt 0. 4' 4.5" (� cA 6''' �L %•A m � 4° 1 4° 1 4° D(ITERIOR 26 a o .:= t 1 1 1 1 t I I 11 24 $° SEE :.i / \ _' 2 °D � g - a DETAIL 1 W /2X BUCK N o ® SILL F MASONRY .r INSrAUAno m P \ �• OR AAfrov as coa�ptruigwM wa 24 ^ cn OPENING T a / 5! \ W/lX B RQN 5 - p .. NOAH o Com 24 � N - JAM e AsTRAGAA — SEE Note 1 mi a l Ll�. . g 6 FRAME TO JAMB SHOWN FOR TYP. HEAD & Ki dr 26 g o ; W/O 3/4' REFERENCE JAMBS ®BUCK - n MULLION I 2X BUCK nACTIVE 44 - 0 JAMBE HINGE DETAI TYP. SILL SEE NOTE 1 N - ` 1. 1/4 ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL SEE SEE DETAIL 2 REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4 CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4° I V , INACTIVE I EMBEDMENT 10/05/06 EINF. MULL 18 SILL 2. 3116' CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR �0 N.T.S. NON- R 19 M 0* EW m 19 19 19 L REQUIRE A MINIMUM 2' CLEARANCE TO MASONRY EDGES AND A MINIMUM FRAME ANCHORING 19 2 -5 8° CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE amIm LFS a OXXO (BOXED) OUTSWING N07)BY CONCRETE SCREW MANUFACTURER. Dwumm Mau °e S -2728 c 5; may 7 of,� 4 • .... . • . 6 " . -y • l t I • • ; n • , ' J 0.008 00 o. • w`t •• •• •••• 8. 0000 MASONRY a .. n 1X BUCK O n • 0000 • DING • • • • • 5 W iX a OPENING v 04 UJSTAUATION E .3 SEE NOTE 1 O • • • • • • •' • SEE NOTE 1 O _ 'd ' _ TYP. HEAD & j; 0 52 • • • • • ! • ' • • _ TYP. HEAD & N TYP. JAMB `CBS ® BUCK M LL S • • • • • JAMBS o BUCK FRAME I TO JAMB 8 R • • •• M •• n UWON • • a 23 660080 • • • • • • 44 TYP SILL 2X BUCK • .24 DISCK SEE NOTE 1 . � N 8 ` w TYP. SILL fD r: 1 44 SEE NOTE 1 ACTIVE I ( I i a °' yap 19 y� : a'�� yae. iJ.. 19 > 19 19 0.75" i9 Mill 19 STRIKE PLATE DETAIL ® JAMBFii to FRAME ANCHORING FRAME ANCHORING XG OR OX (BOXED) OUISYMING X OUTSWING W/MI1wON REINFORCEMENT i o 24 26 " 1 1 1 1 1 I l �y 33 BIK;K 33 ~ MASONRY 33 n ALIATKfIOR — 24 OPENING TYP. HEAO,II N TYP. JAMB W //1X eugc 5 SILL & . PTO JAMB DTSTAWRION Approvaa JAMBS N W/3/4" SEE NOTE / X24 G7 (3 M WON � TYP. HEAD & FRAME V JAMBS @'BUCK t 26 g V i O^ ,� gz DT l yk (a MO _ �. 2X TYP. SILL 44 � a BUCK n _ \ _ SEE NOTE 1 HINGE DETAIL ^� to 1 N e ACTIVE — 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING 1 1 ( FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" we 10105106 a y p ".+ �. �j 19 19 19 18+ N.T.S. :j CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" ScA aft EW m' T9 " CLEARANCE TO ADJACENT CONCRETE SCREWS WITH M 0,75 MUWON 19 MINIMUM 1 -1/4" EMBEDMENT as en LFS wu Y��G 2728 g ••i•• • • •� "4" 6` • • • l m 6 II II i i ••iii• • • • Wf/2X BUCK 1 • • • • s • • • • •iii MASONRY INSTALLATION 33 g �I • • OR X-1 8 n ••i• • •••• i i••i•i OPENING W/1X BUCK 5 L Q I�TALLATKfN U 0 • •i•• •••i � N •i•i• i •iii•• •_, / CHS SEE NOTE 1 0 " MO 52 $ • • MULLION TYP. HFAD k P m SHOWN FOR JAMBS Y BUCK o �` d $ ••••• •• • •i•if•FRAME ,d• 8 • • • • REFERENCE • • • • ••••• •••• • • � ,� TYP SILL 23 • i 2X BUCK SEE NOTE 1 r 8 kk m S ; ACTIVE I I I 1 —1 to rL 19 aTzl-Zl, 19 I a STRIKE PLATE DETAIL aQ w FRAME ANCHORING ! MULLION t5g OX OR XO (C�HS) WJINTEGRaI MULLION (gHS) 6 4` -+{ �.-4' 6' �E,j Ap n 4 " r 4 , I a z Z zeo�}G > 24 26 ° � ,K ':t / —T �� IL By IRS W /2X BUCK 33 - " MASONRY I ALLATION m OPENING / w /�X K v 24 9 y� I1dSTA T% 5 a1 / EE NOTE O 24jj CHS _ S 1 FRAME MULLION 44M BUCK 2B z _ SHOWN FOR _ M _ i §c REFERENCE •Y SILL g g g � 2X BUCK SEE NOTE 1 HINGE OEiJUL # v — N r _ 1. 1/4' ELCO OR ITW CONCRETE SCREWS ANCHORING z $ meRS 10 O6 = • %i 1 1 1 1 ;ACTIVE \ I I I I FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2° OS � ... • .. •. CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" ° CLEARANCE 70 ADJACENT CONCRETE SCREWS WITH ffft EW m 18 Y 32 32 19 MINIMUM 1 -1/4" EMBEDMENT. CM ee LFS FRAME ANCHORING ma f Q (CH W /INTEGRAL MULLION WHS) S -2728 0° :fif• • ••• a 2.362` n 2.382° • { • { • • • ^ -2 1.56° �+- • 1.582° \ t I T 3.250" • •• •i a 1.250 ••if• f{• • N � �5 s { • • • Ui f{s{• • TOP••f• • TOP RAIL LOCK BLOCK � to •{f•• • •{ • I � DppRf•{fi• 45 �� 17 � sa�6 M {� 1.562" 1.562" �+- o -+�{ � .198" � I I I II 2 0 .750 2 3 4 JAwtHS 2.250" 9 80TTOM RAIL 47 BOTTOM RAIL LATCH STILE EDGE 0@& IX REINFORCED \K S� 16 1.891° MULLION o A ppmed ascomply6i w'im�a I 1 j -1 °� .780" � 1.—►- �{ I � rDio� .305" a� ' y 2.500 > � � 1.000° 3 3.983 " —� 48 SIDELITE SOLE 14 HUVGE STILE EDGE >�1 S TCH SI1tE ® ® iC 0 ® o �, $ 4.560 1.220" �+-�- 4.560" ® °o ° `r 2.435 '-`� � ® 2 a ® L ou „o n° a mm 10/05/06 O O O o o 2.000° 2.250° N.T.S. CHS INTEGRAL MULLION auc MULLION en US 19 SILL - KIT DETAIL HINGE 5'I 2 3 d OPTKJNAL 18 CHS (OX, 0X0) W /OUT REINFORCEMENT ° 2 28 0 0 O •••• • •••• • •• ••••• • • • • • • • DEAD BOLT LATCH • • • • • • (THRU HOLE) (BLIND HOLE) ` v • o e •• • o 0 0 0 o s �� e� . • •0 ° ••••• • • • /�O . • q •••• • • • • ••••• s • O 7y$p t •:••• •• • • ° O • • •• • •• •••• •••• • • • • ALUMINUM ASTRAGAL 4 L J SY ENDURA PRODUCTS 3e o � 41 1.625" $ 1.625" H 42 � �5 z' o 1 TOP BOLT REJA1N _TOP BOLT RETAINE MATL: HOPE MATL• ALUMINUM ALUMINUM ASTRAGAL ASSEMBLY LENGTH. 4 314" LENGTH: 9 3/4 BY ENDURA PRODUCTS a'q s Alplvmdss=v is N F7aald M 19.625" o c�mptt�a / s 0.062° o � 42 SUDE BOLT ROD 1.750" STEEL a � ° z n 40 ALUMINUM AS TRAGAL nve:1O O5 08 BY ENDURA PRODUCTS 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) i 2 -1/2 ", N.T.S. (1) ® 3 -1/2" . (1) ®. 10 -1/2 ° . (1) ® 18 -1/2% & (1) ® 26 -1/2" FROM 00 M"a EW THE TOP OF ASTRAGAL AND (2) ® 2 -1/2% (1) ® 3 -1/2". (1) ® 10 -1/2", 11. LFS (1) ® 1'8 -1/2°, & (1) ® 26 -1/2" FROM THE BOTTOM OF ASTRAGAL GUM Ms e S -2728 °n a sum L aF L 0 I • • • • • ITEU • MATERIAL ITEM DESCRIPTION MATERIAL • t SKIN 0.078 BY TRINITY MIN. THX. W/flBERGIASS YARN REV F. FIBERGLASS 45 LVL SIDELITE TOP RA(. POPLAR. � 0:00* 2 S1dEUTE 4418 - WOOD 46 LVL SIDEUTE SOLE POPLAR , 3 HNGS & LATCH JANIS" �� I-JOW PM MOOD 47 LVL swaaE BOITOM RkL POPLAR 6:090 4 - - mw WOOD 48 /8 x 2 -t /4' SELF ORIUM SCREW STEEL 9 5 1/!' X -3/4 1' QR DMA 5TEEl, a8 1a-3z x S /8' MAf2ipPE SCR STEEL •••• 9 7 OUTSWDxJ THRESHOLD ( TYPEy(ENDURA PRODUCTS Wm) A'" /cow. SO OUTSWM 9DEIM SPACER PVC F 8 Q • 0 00 8 'W' SCREW q'8 x 2.0 � "_M (2 REQUIRED PER STRIKE KATE) STEEL 51 / t0 x 2.o' PFH WOOD SCREW STEM m • 8 calle9ht 80TTOM RAIL. PVC 52 WAD BOLT STFM 0000 57M � • to ANEL CORE BY TRMM POLYURETHANE 53 IX WJUAN REINFORCEMENT wow • • • • • 1 t "COL�SITE/(tVL Top AW • 0 • • PVC/LVL 54 INTEGRAL MULLION (120) $ •, 13 12 ftfEftA Q00856 LVL d 0 FOAM 55 15 K 1 -114' PFH DRYWALL SCREW SfEE1 • • • 6 POPLAR 56 IS X 2 -1/4' PFH SELF DRILLING SCREW SJE© 14 OQMpOGRE IlrNGE ST11.E EDGE PVC 57 STAPLE 18 GA 0ALV. 7/78' CROWN x 1-3/4' LONG STEEL 15 4 W000 18 COMPOSITE LATCH STOLE EDGE PVC 17 LVL LOCK BLOCK POPLAR y -�p 18 3.883' X 4.0' HINGE MIN. 0.088' THICK yip_ 3 18 SILL TO JAMB KR (OPTKIN" � Zt 21 KMK3ET LATCH GRADE 0 22 KNIKSE'r DFADBOLT GRADE R STEEL ° i o n 4.563" 23 STRIKE PLATE STEEL 2344 FT USfi 801.7 STAKE PLATE O HEAD STEP, N &2 cc 238 FLUSH BOLT STIR PLATE O BILL STEEL o 24 wVGE TO JAMB SKEW (e x 5 /a' Pnm (3 RldTUM EACH HINGE) STEE1. 26 WALE TO DOOR SCREW 18 X 1.0' PFHWS (4 REQUMW EACH H1Nf� STEEL 0 27 UTE FRAME SCREW /8 X 1 -1/0' SELF THRFADMIG STEEL f' INSMATED LAMMED MASS ( WTERATER OUPONT BUTACIIE) I 3.068° IT - 1/8' TEMPERED - AIR - 1/8' HS - .Old' 26 - 1/8" HS GLASS CO MPOSITE 28 2K SIM WOOD n OUTSWING THRESHOLD 30 1X 0= WOOD `f HIGH RISE TYPE 31 UASONRY CONCRt7E 32 MULLON BASE KDR PC /ASA App d w couWtyinSv&b d : p 33 JAMB TO BLICK SCREW JIG X 24' PFH WS WITH AONL 1.14' 808 STEEL Fl idm codR nme c t taw$ �ffi 34 #W USED - N � T � Cmaat ° 35 LATEX CAULK LA71X Miaoi '� 36 1/4' MAX, 5011 SPACE WOOD a BY y 37 LITE FAW BY TRAWTY UNDER SIPERATE N.OA+ PC /ASA 38 SCREW PLUG* {� 40 ASTRAGAL 0MURA PRODUCTS M TS #4M) AL AV -"� 2.010" 1 8 V44 43 BOLT RETAINER ' FLUSH BOLT Sim t0 0.5 06 ° E PC /ASA N � Z 3 /te' x 2 -t /4' iAPCON (ERGO oR min STET1 (�DELRE SPACER SA P POI. x 2-3 /4' M M ( STYRENE ARYLATE STEEL W ANG sum N.T.S. • wit 6% EW m sn . 01Nt19i0 tps ¢ m S -2728 °n FEB PERMIT 0 4 2010 Miami Shores Village BY DATE ® ®_ ®m APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE W1TH ALL FEDERAL UNTY RULES AND REGULATIONS STATE AND CO FIL • • Q �', • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ,SHoREs Lj Miami shores Village of Building Department g p 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ASR t, Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -IC /!l Job Name: 6%)q } q , 2009 Page 1 of 1 Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 4. b understand that the building official and inspectors are not there to design, after or give advice on how to meet code — only if the structure meets the minimum code. Initial 7 3 ' 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. Initial c 6. I understand that if I compensate any person or company for work performed they are requited to hive a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial ° 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. • Anil It they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include kiss of wages during recovery from injury. Initial 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 first obtaining the proper permits by licensed contractors. Initial \J g 6 Was .acknowledged before me this 6?4 day of , 20 gy 1)nv 6 who was personally known to me or who has Produced there License or 00 1 ` 090 � identification. OWNER NOT� •0��1.�glZ � �- ilrp' VILLA GE OF MIAMI SROkEs OWNER BUILDER DISCLOSURE ,STATEMENT NAME: t� ? ��� DATE: ADDRESS: 5 f A Aa(44 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 gllows 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 conshuolion yourself. You may build or improve a one - family or two-family redidbnce. 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 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 fbt sale or lease, which is a violation of this exemptionl. You May not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law-and by county or murilcipal licensing ordinances. Any person working on your building who is not licensed mast work and or your s4petvision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed bylaw. 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 this construction Myself. Initial C 2. I understand that as an ownor- 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 void (expired) and a new permit will be required. to be issued for reinstatement of the permit., Initial 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. Initial 6 5 �ORES f 1 1KC. I Gr t � mia nu M Village Shores am Building Department �l�,pR'�ppi► ' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 j I RECEIPT n PERMIT #: 4�1 DATE: 0 a 4 ❑ Contractor t Owner ❑ Architect i Picked u 2 sets of puns and er) Address: From the building department on this date in order to have corre ct ions; done to plans And/or get County stamps. I understand that the plans need to I ie brought back to Miami Shores Village Building Department to continue permitting prw iss. Acknowledged by: PERMIT CLERK INITIAL: 1a RESUBMITTED DATE: 4 Vj 4 o�►� . � ���, - x,'11 OKI vie, PERMIT CLERK INITIAL: i