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WS-14-2232Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222823 Scheduled Inspection Date: November 13, 2014 Inspector: Rodriguez, Jorge Owner: GUTCHESS, JEFFREY W & VALENTINA Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: SLATE CONSTRUCTION SERVICES LLC �suuamg ueparltment comments Permit Number: WS -10-14-2232 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)905-6800 Parcel Number 1132050090500 Phone: (305)508-0692 REPLACE EXISTING FRONT GLASS DOOR WITH NEW Infractio Passed Comments WOOD DOOR. I INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-222780. CREATED AS 40 REINSPECTION FOR INSP-222655. CREATED AS REINSPECTION FOR INSP-222060. CREATED AS REINSPECTION FOR INSP-221410. No inspection called during installation. Failed ❑ Open up all 3 sides for inspection Supply letter from Arch/ Eng. for structural attachment with 2 X cancelled Correction ❑ Not ready Needed a Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 13, 2014 For Inspections please call: (305)762-4949 Page 31 of 45 Miami Shores village Building Department Deforma Studio _-_ � r __ _ _J_ 1815 NW 791" Av Doral FL 33126 T. 305.639.2053 F. 305.639.2054 MEMO To: Miami Shore Village Building Department Permit #: WS -10-14-2232 Owner: Mrs. Valentina Gutchess Date: November 10, 2014 Property Address: 9389 NE 13"' Avenue, Miami Shores, FL 33138 Regarding: Replacement of Front Door of Residence Miami Shores Village Building Department, This letter is to clarify a front door replacement for the above referenced permit number and property. The General Contractor has confirmed the door has been installed as per manufacturer's recommendations and the Miami -Dade County Notice of Acceptance requirements. The General Contractor has installed the door with the required anchorage secured to an existing 2x4 buck, and 1-1/4" required anchor embedment. Please refer to the attached NOA No. 12-1205.05, specifically sheet 8 of 13 and 10 of 13, drawing #12-104.1, for complete information to confirm compliance. Thank you for your time spent reviewing this information. 9999.. Best regards, al Julian Gonzalez Deforma Studio Page 1 of 1 9999.. 9999.. 9999.. . 9999.. 9999.. • 9999 9999.. 9999.. 9999 . 90 909 9999.. .. 6 9999. 90 .. . .. 9096.. 99699. 00• 9999.. 9999.. .. 9999.. .. 9999 4. k BUILDING PERMIT APPLICATION Miami Shores Village�� 'A Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Y; _ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20LO Master Permit No. s- I�f- ?-23 2 Sub Permit No. [IJBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ! U / Vi5- /34h Ove - City: Miami Shores County: Miami Dade zip: 3313X Folio/Parcel#: Is the Building Historically Designated: Yes NO iC Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):y,q le✓4Wr9 loj �o tG4Q fs Phone#:_®.�� %D� to �d73 Address: �l�� % �� aw Ave - City: Atid , yha"& S State: �� Zip: 33138 Tenant/Lessee Name: Phone#: I Email: (14 IQ -1Ima iia .ZO% 3g9 a"'.'.4 /(/ a CONTRACTOR: Company Name: `�I��^S an.g ��ic_�/e� 6 2 /rem Phone#: (�rOl 7 2 Address: 7/ y S� City: /Ow;' 9" ; , State: Zip: 33 / s -,r Qualifier Name: ne#: State Certification or Registration #:6,G /So e d zb Certificate of Competency #: DESIGNER: Architect/Engineer: 1Akfn2d -5Z dio Phone#: (30s9 Address: / ilf/ S7 N ►J `7-9 City:D00-41—State: _l Zip: 3.714 Value of Work for this Permit: $ %. 0--T) Square/Linear Footage of Work: Type of Work: ❑ Addition 4,9/4 �� El Alteration ❑ New Repair/Replace Description of Work: Kms% /4 e�e e X) S �-/ n !G 40 n -/ """/"9!;S h ❑ Derpolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ ' CCF $ �� CO/CC $ Scanning Fee Radon Fee $`� s �DBPR Notary $ Technology Fee $ ro Training/Education Fee $ , 6 :j Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) � R F 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 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 inspect=apov occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not bd a4d a„reinspection fee ill be charged. Signatu OWNfzfior AGENT The foregoing instrument was acknowledged before me this Signature 49"e�� CONT CTOR The foregoing instrument was acknowledged before me this 02 day off oc-; o p? cr< 120 14 by 02 day of ��15C R 20 14 by ` / VMZ-Nk,\14 ” e IOC AES , who is personally known to 0P— V -N-7 who is personally known to me or who has produced /- f --L- I D as me or who has produced -A FL I f�) , as identification and who did take an oath. NOTARY PUBLIC: Sign: \ u Re CCA Print: Q L:6 4A )r �ZA Seal: Vis: P 6*1 APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: ?erc'a Print: Ck 1 IA FMCA . CLAUDIA L PEREA Seal: � CLAUDIA L PEREA MY COMMISSION #F `120051 ?�:'' A °'e EXPIRES May 6, 18 ; MY COMMISSION #FF120051 *Se.1pr a I `ti (407) 398-0153 FloridANMService.com Plans Examiner Zoning Structural Review Clerk >., _...... _ kiCk.SCOT'L. ,OVERNOR KIT LAWSON, SECRETARY I UED OM7=14 DISPLAY AS REQUIRED 13Y LAW SECT 0 L440027Q0Wf8 T T d Miami shores village BuNding DeWtrnent Deforma Studio MEMO To: Miami Shore Village Building Department Permit #: WS -10-14-2232 Owner. Mrs. Valentina Gutchess Date: November 10, 2014 d_# _0_ _ _r m_ a- --s- -- _._ . 1815 NW 7911' Av Doral FL 33126 T. 305.639.2053 F. 305.639.2054 Property Address: 9389 NE 131 Avenue, Miami Shores, FL 33138 Regarding: Replacement of Front Door of Residence Miami Shores Village Building Department, This letter is to clarify a front door replacement for the above referenced permit number and property. The General Contractor has confirmed the door has been installed as per manufacturer's recommendations and the Miami -Dade County Notice of Acceptance requirements. The General Contractor has installed the door Aft tie reqs'pred: • anchorage secured to an existing 2x4 buck, and 1-1/4" required anchor erhbArbent. . 0000.. .0069. Please refer to the attached NOA No. 12-1205.05, specifically sheet 8 of 13"10 of 13, • drawing #12-104.1, for complete information to confirm compliance. 0 4,:909:6 0000 Thank you for your time spent reviewing this information. 6 6, �, 6 0 • 0000 .. Best regards, Julian Gonzalez Deforma Studio Page 1 of 1 0000.. 0000.. .. 0000 0000 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade gov1Monomy All American Millwork, LLC 1950 NW 7e Ave Miami, FL 33126 SCOPE: This NOA is being issued. under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Series "Model' Outswing glazed Wood Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. 12-104.1, titled "Series Outswing Glazed Wood Door", sheets 1 through 13 of 13 prepared by Engco Inc., dated 02/08/2013 signed and sealed by Pedro M. Figueiredo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :000:0 Limitations: • • • • • • • • 1. See Desi Pressure DP per Model T • Design ( ) p Type in sheets 1, 4 and 6. See waxer Ratingsnat�.per s1�tYi And 0000:. framing anchoring installation per sheet 10. 006:07— 0 6 : 0 . 6 0 2. When doors are mulled to Transom and or Sidelite(under separateNOA(s)), lower0asign Pr�Htini 6 • shall apply to entire assembly. 0000 698006 LABELING: Each unit shall bear a permanent label with the manufacturer's name • •; 0e ci . • Ind '0:00 Ferman tJr 4g tY. 4 0000.0 series and following statement: "Miami -Dade County Product Control Approved", n o1wherein. RENEWAL of this NOA shall be considered after a renewal application has been filed afid the&UaS been @@0000 no change in the applicable building code negatively affecting the performance of tips product. *:0608: .666 6 6 TERMINATION of this NOA will occur after the expiration date or if there has been a revisiosAichange 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 revises & renews NOA # 12-0607.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. 1 R VOI+PP D 1 °- — NOA No. 12-1205.05 Expiration Date: December 06, 2017 Approval Date: February 14, 2013 Page 1 AllAmerican Millwork, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 12-0607.04) 2. Drawing No. 12-104.1, titled "Series Outswing Glazed Wood Door", sheets 1 through 13 of 13 prepared by Engco Inc., dated 02/08/2013 signed and sealed by Pedro M. Figueiredo, P.E. B. TESTS (Submitted under file # 12-0607.04/ 07-0828.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of Outswing Glazed & Opaque Wood Doors w/ Sidelite & Transom, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-4076 & HETI- 06-4077, both dated 03/07/07, signed and sealed by Rafael E. Droz-Seda, P. E. and along with marked --up drawings and installation diagram of Outswing Glazed & Opaque Wood Doors w/ Sidelite & Transom, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-4065A (TAS 202) &HETI-06-4065B (TAS 201/203) both dated OCT 19, 2006, signed and sealed by Rafael E. Droz-Seda, P. E. 2. Additional issued by Hurricane Engineering & Testing, Inc., Test Report No. HETI-4W 1924 dated 11/03/04, HETI-04-1925 dazed 02/08/05, HETI-04-1926 dated 08/17/05, and HETI- 05-1941 dated 11/11/05, all signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2007, prepared by EngCo, Inc., dated 07/15/10, signed and sealed by Pgdro�M. De;Fig;eiredq�,� P.E. (Submitted under file # 07-0828.02) ' ' • 2. Glazing complies w/ ASTME-1300-02 & -04 •0000• • •...s• • D. QUALITY ASSURANCE... • • • • • • • 0000 00. 1. Miami Dade Department of Regulatory and Economic Resourcet.QM). • • • • • • 0000. E. MATERIAL CERTIFICATIONS 00000. .. 1. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass int t & Glasl41nc. for : their "Safety -Plus H laminated glass", expiring on 08/17/13. 2. Notice of Acceptance No. 12-1009.02 issued to Oldcastle Building 1;ayelope0(14 Y), Ina000. • 0. for their "Storm Glass interlayer w/ PET core", expiring on 12/11/13. :066 • 0000 F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by ENGCO, dated 02/06/13, signed and sealed by Pedro M. De Figueiredo, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA 012-0607.04, expired on December 06, 2012. 2. Test proposal # 03-0708 dated 12/18/2003, approved by BCCO. 3. Door panel distribution agreement between Exclusive Wood Doors & All American Milwork, LLC dated 12/07/12, signed by Fernando Nisenbaum and Nelson Wax, on behalf of respective companies. tib ` V— �M� Isbaq L Chanda, P.E. Product Control Examiner NOA No12-1205.05 Expiration Date: December 06, 2017 Approval Date: February 14, 2013 E-1 GENERAL NOTES: FLORIDA BUILDING CODE 2010 HVHZ LARGE 4 SMALL MISSILE IMPACT RATED 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DE51GNED IN ACCORDANCE W11TM THE FBC 2010 INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVtM. 2- DEFINITION: THIS PRODUCT 15 AN OUT5WING WOOD TYPE DOOR OL5IGNED. CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE 4 SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRES SLOW5 AND LIMITATIONS STATED IN THIS APPROVAL. 3- POSTING. '0UT5WING WOOD DOOR LARGE 4 SMALL MISSILE IMPACT RESISTANT ALL AMERICAN MILLWORK U.C. - MIAMI - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVE° 4- LOADS: DESIGNED LOAD CALCULATED BASE) ON THE A5CE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINMR. FOR EACH SPECIPIC PROJECT. THE CALCULATED DESIGNED PRE58URE MUST NOT DEED THE ALLOWABLE PRI!5S17RF5 HERE IN SPECIFIED. THE DESIGN PRIES, AS DETERMINED FROM ASCE 7-10. ARE TO BE MULTIPLE BY O.G. S. MATERIAL: ALL WOOD AND GLAZING PARTS TO BE AS SPECIFIED ON THIS APPROVAL G- FASTENERS: ASSEMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 7. USE: R SHALL BE THE RESPONSWI ITY OP THE CONTRACTOR. ARCHEI ECT OR ENGINEER OF RECORD TO VERIFY THE FOUDWNG: 7.1- THE 5TABUtY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE - 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED 70. LOCAL CODE RECUiREMEN15. DESIGNED FRE55URES ETC. 7.3- THAT THS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. & DISSIM11AR MATBON.S: MATERALS. INCLUDING BUT NOT UMITW TO STEEL. THAT COME IN CONTACT WITH OTHER DISSIMDAK MATERIALS SHALL MEET THE REMARBWEN15 Of 2010 FLORIDA BUILDING CODE. TABLE OF CONTENTS: MODELS TYPE IMUM 75 1/4'--{ f --MAXIMUM 82 3/8" -i [--MAXIMUM 75 1/4' SEE SEPARATE NOA FOR SEE SEPARATE NOA FSR SIDELITES AND TRANSOM SIDELITES AND TRANSOM LOWER DESIRED PRESSURE LOWER DESIGNED PRESSURE SHALL CONTROL. SHALL CONTRA 154 3!4' MAXIMUM 121 3/8' MAXIMUM 11 r II Till ILII II L� �� II q B B B II �� I,\ I1L�lill �IIII��II 4\,\ Ihj =dii =___= IIr�"IIII wr-411 �/ o \1L N1'X IIS VIII (IIB UII IIB Bill illB BII i r l IIB BILI1118 II II III BI NODEL D IB BI C, �l f 0 1 g. 811 B III mm 1118 Bit •.. • IB SBI ••• II III Ilii Bill 1118 BII .. i Jill Hill 1118 oil II IL — J I(I 75 1/8 111 L Jill ....--LJ �__All A MODEL MODEL DOUBLE ARCH CH SIMI*79 MyNI�G-OUT DOOR DOOR W! SIDELFTE & TRANSOM • • • • • • • � 4P10 0 DETAP RR11�� POR DETAI S RE'FERT@ • e:e TTitrtr 88� • • • • S11E o11V= SHEET5013ANDSEPARATENOA a go 00 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.+(305) 255-7783 FAX 1(305) 255-6613 WWW. ALLAMERICANMILLWORX. COM m 91PR1ti .RICAWILLQC CD4 OUTSWING GLAZED WOOD DOOR COMBO OF GLASS I WOOD PANEL. 1111=0.%Y" LARGE IMPACT RAT® ENGINEERING ENGCO INC. .. 5595 ORANGE DR. 201 DAVIE. FL. 33314 Tel.+ (954) 565-0304 WWW.04GCONC.COM 52609 B OF +v R l.' FEBrB?Of?"' Pedro Da fWaYWO - PE 32609 DATE: o2ADGM13 SCALE: NA DE54GN BY: IMF SHEET DRAWING #. 1 OF 13 1 12-104.1 MAXIMUM 44 1/2, 0 n ` nra z � g o [?71/2 QO 27 E MODEL C9 SQUARE SINGLE OWING -OUT DOOR DFSIANBD LOAOS - *75 PSF FOR MOM C1 DUALS REFER TO: SHEET0M13 MODEL A MODELS MODEL C ELLIPSE DOOR FULL ARCHED DOOR SQUARE FRENCH DOOR DPm*7SPSF DP-*7SPSF DFSIONmLOADSANDDETAIIS FOR DUALS REFERTO: FOR MODEL 0 DETAILS REFER TO: REFER TO: SWEPT 20113 SHEET3d13 SHEET40f13 SEE SEPARATE NOA FOR SEE SEPARATE NOA FSR SIDELITES AND TRANSOM SIDELITES AND TRANSOM LOWER DESIRED PRESSURE LOWER DESIGNED PRESSURE SHALL CONTROL. SHALL CONTRA 154 3!4' MAXIMUM 121 3/8' MAXIMUM 11 r II Till ILII II L� �� II q B B B II �� I,\ I1L�lill �IIII��II 4\,\ Ihj =dii =___= IIr�"IIII wr-411 �/ o \1L N1'X IIS VIII (IIB UII IIB Bill illB BII i r l IIB BILI1118 II II III BI NODEL D IB BI C, �l f 0 1 g. 811 B III mm 1118 Bit •.. • IB SBI ••• II III Ilii Bill 1118 BII .. i Jill Hill 1118 oil II IL — J I(I 75 1/8 111 L Jill ....--LJ �__All A MODEL MODEL DOUBLE ARCH CH SIMI*79 MyNI�G-OUT DOOR DOOR W! SIDELFTE & TRANSOM • • • • • • • � 4P10 0 DETAP RR11�� POR DETAI S RE'FERT@ • e:e TTitrtr 88� • • • • S11E o11V= SHEET5013ANDSEPARATENOA a go 00 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.+(305) 255-7783 FAX 1(305) 255-6613 WWW. ALLAMERICANMILLWORX. COM m 91PR1ti .RICAWILLQC CD4 OUTSWING GLAZED WOOD DOOR COMBO OF GLASS I WOOD PANEL. 1111=0.%Y" LARGE IMPACT RAT® ENGINEERING ENGCO INC. .. 5595 ORANGE DR. 201 DAVIE. FL. 33314 Tel.+ (954) 565-0304 WWW.04GCONC.COM 52609 B OF +v R l.' FEBrB?Of?"' Pedro Da fWaYWO - PE 32609 DATE: o2ADGM13 SCALE: NA DE54GN BY: IMF SHEET DRAWING #. 1 OF 13 1 12-104.1 MAXIMUM 44 1/2, 0 nra z � E MODEL C9 SQUARE SINGLE OWING -OUT DOOR DFSIANBD LOAOS - *75 PSF FOR MOM C1 DUALS REFER TO: SHEET0M13 SEE SEPARATE NOA FOR SEE SEPARATE NOA FSR SIDELITES AND TRANSOM SIDELITES AND TRANSOM LOWER DESIRED PRESSURE LOWER DESIGNED PRESSURE SHALL CONTROL. SHALL CONTRA 154 3!4' MAXIMUM 121 3/8' MAXIMUM 11 r II Till ILII II L� �� II q B B B II �� I,\ I1L�lill �IIII��II 4\,\ Ihj =dii =___= IIr�"IIII wr-411 �/ o \1L N1'X IIS VIII (IIB UII IIB Bill illB BII i r l IIB BILI1118 II II III BI NODEL D IB BI C, �l f 0 1 g. 811 B III mm 1118 Bit •.. • IB SBI ••• II III Ilii Bill 1118 BII .. i Jill Hill 1118 oil II IL — J I(I 75 1/8 111 L Jill ....--LJ �__All A MODEL MODEL DOUBLE ARCH CH SIMI*79 MyNI�G-OUT DOOR DOOR W! SIDELFTE & TRANSOM • • • • • • • � 4P10 0 DETAP RR11�� POR DETAI S RE'FERT@ • e:e TTitrtr 88� • • • • S11E o11V= SHEET5013ANDSEPARATENOA a go 00 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.+(305) 255-7783 FAX 1(305) 255-6613 WWW. ALLAMERICANMILLWORX. COM m 91PR1ti .RICAWILLQC CD4 OUTSWING GLAZED WOOD DOOR COMBO OF GLASS I WOOD PANEL. 1111=0.%Y" LARGE IMPACT RAT® ENGINEERING ENGCO INC. .. 5595 ORANGE DR. 201 DAVIE. FL. 33314 Tel.+ (954) 565-0304 WWW.04GCONC.COM 52609 B OF +v R l.' FEBrB?Of?"' Pedro Da fWaYWO - PE 32609 DATE: o2ADGM13 SCALE: NA DE54GN BY: IMF SHEET DRAWING #. 1 OF 13 1 12-104.1 TYPICAL ELEVATIONS 72 3/4' DOOR OPENINC •75 1/4' FRAME WIDTH PAIR ELLIPSE DOOR SHEET DETAILS 8 A, B, B1, B2, C 9 F F1 H H1 K 10 D RAIN. WOOD SPECIFIC GRAVITY m .63 1e ¢ 4 MANUFACTURER: TYPICAL FRAME ANCHORAGE ALL AMERICAN 12 ANCHORS SPACED "O1 s MILLWORK LLC Al MAX. 12' OC y pNC Aj 1950 NW 70th AVENUE SppG12. CIC MIAMI- FLORIDA- 33:26 TEL. (305) 255-7783 `\ FAX x(305) 255-6613 WW. ALLAWRICANKILLWORK. COM WIN 9FP[RTMiKRICPPMILLskam PRODUCT: wo wo a OUT5WING GLAZED CLUSTER OF M Iu a Iu rn ^ WOOD DOOR 5 ANCHORS ^ v' ^ COMBO OP GLA551 WOOD PANEL OR GLASS ONLY AT 3' OC w x y >K V g LARGE 4 SMALL Moftl U IMPACT RATED a as o ENGINEERING, ENGCO INC. GAE116 m ch1 5585 ORANGE DR. 201 DAVIE, PL. 33314 Tel, (954) 585.0304 J `r WWW.ENGCOII4C.GOM F�i 4'�'AT 13 ANCHORS SPACED `0 SINGLE HALF ELLIPSE DOOR �J` MAX. 7 1/2' OC 7 ANCHORS SP ED d� G6ksF � a� AT MAX. 7 1/2' OC4L PAIR ELLIPSE DOOR HJT 52608 SINGLE HALF ELLIPSE DOOR k MODEL A ELLIPSE SWING -OUT DOOR SINGLE DOOR (MAX. 36'X97') PAIR DOOR (MAX. 73'X97') DESIGNED LOADS PD= +75 PSF, -75 PSF - <WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE HINGES <18>, • 4 ••• C`Y V4X0.093 JHICFK BVSS COATED STEEL HINGES ATTACHED WITH (8) #IOXI' FHSMS. • • LOCK•ACT INF• SZH; I4: • • ••• MIiT►P(WNALOED RYSTBM, KFV MODEL AS7370, FIVE POINTS ACTIVE WITH 3/4' THROW, ONE RACO AP HAA} UTPSI L. ANO THREE ENGAGING Will THF. INACTIVE t,FAF, AND INSTAI LF.D • • WM*A LEV& HAVE lAN STllft AT 39' FROM THE BOTTOM INACTIVE STILE <20 LOCKED USING KVF MODEL AS7000, TWO POINT LACK ENGAGING INTO HEAD AND SILL WITH •4 4004' TH".O TPI S•!'RIKE PAA9ESOWNE ATTACHED TO THE HEAD AND SILL WITH A COMBINATION (2) H1Qf,:' 3 nSDS �TO T REINFORCING BRASS INSERT AND (3) VIOXI FHSMS • • • V_ (2) •TFCC STRR;KE IyATE •I TSEL ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :�► STA OF r AQ Lp��'�'�',o FE 08 OT3w..rr.,.rr�' Enpvw sal Peft De Plomro4o - PE 52609 MM"ADE ECCO: foollmlimumam t•M11•llsfB► DATE: 02/CQ2013 SCALE: NA DESIGN 8Y: PPMP SHEET I DRAWING #.- 2 :2 OF 13 12-104.1 N wac p W 0 C3 a_A N 1e $1s - h \ P/WTU4 4.55 . c W m � 1a\ R (BN 0 72 3/4' DOOR OPENINC •75 1/4' FRAME WIDTH PAIR ELLIPSE DOOR SHEET DETAILS 8 A, B, B1, B2, C 9 F F1 H H1 K 10 D RAIN. WOOD SPECIFIC GRAVITY m .63 1e ¢ 4 MANUFACTURER: TYPICAL FRAME ANCHORAGE ALL AMERICAN 12 ANCHORS SPACED "O1 s MILLWORK LLC Al MAX. 12' OC y pNC Aj 1950 NW 70th AVENUE SppG12. CIC MIAMI- FLORIDA- 33:26 TEL. (305) 255-7783 `\ FAX x(305) 255-6613 WW. ALLAWRICANKILLWORK. COM WIN 9FP[RTMiKRICPPMILLskam PRODUCT: wo wo a OUT5WING GLAZED CLUSTER OF M Iu a Iu rn ^ WOOD DOOR 5 ANCHORS ^ v' ^ COMBO OP GLA551 WOOD PANEL OR GLASS ONLY AT 3' OC w x y >K V g LARGE 4 SMALL Moftl U IMPACT RATED a as o ENGINEERING, ENGCO INC. GAE116 m ch1 5585 ORANGE DR. 201 DAVIE, PL. 33314 Tel, (954) 585.0304 J `r WWW.ENGCOII4C.GOM F�i 4'�'AT 13 ANCHORS SPACED `0 SINGLE HALF ELLIPSE DOOR �J` MAX. 7 1/2' OC 7 ANCHORS SP ED d� G6ksF � a� AT MAX. 7 1/2' OC4L PAIR ELLIPSE DOOR HJT 52608 SINGLE HALF ELLIPSE DOOR k MODEL A ELLIPSE SWING -OUT DOOR SINGLE DOOR (MAX. 36'X97') PAIR DOOR (MAX. 73'X97') DESIGNED LOADS PD= +75 PSF, -75 PSF - <WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE HINGES <18>, • 4 ••• C`Y V4X0.093 JHICFK BVSS COATED STEEL HINGES ATTACHED WITH (8) #IOXI' FHSMS. • • LOCK•ACT INF• SZH; I4: • • ••• MIiT►P(WNALOED RYSTBM, KFV MODEL AS7370, FIVE POINTS ACTIVE WITH 3/4' THROW, ONE RACO AP HAA} UTPSI L. ANO THREE ENGAGING Will THF. INACTIVE t,FAF, AND INSTAI LF.D • • WM*A LEV& HAVE lAN STllft AT 39' FROM THE BOTTOM INACTIVE STILE <20 LOCKED USING KVF MODEL AS7000, TWO POINT LACK ENGAGING INTO HEAD AND SILL WITH •4 4004' TH".O TPI S•!'RIKE PAA9ESOWNE ATTACHED TO THE HEAD AND SILL WITH A COMBINATION (2) H1Qf,:' 3 nSDS �TO T REINFORCING BRASS INSERT AND (3) VIOXI FHSMS • • • V_ (2) •TFCC STRR;KE IyATE •I TSEL ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :�► STA OF r AQ Lp��'�'�',o FE 08 OT3w..rr.,.rr�' Enpvw sal Peft De Plomro4o - PE 52609 MM"ADE ECCO: foollmlimumam t•M11•llsfB► DATE: 02/CQ2013 SCALE: NA DESIGN 8Y: PPMP SHEET I DRAWING #.- 2 :2 OF 13 12-104.1 TYPICAL ELEVATIONS CD DOOR OPENI 40' DO PAIR ARCH DOOR SINGLE HALF ARCH DOOR MODEL B ARCHED SWING—DUT DOOR SINGLF DOOR (MAX. 40'X107') PAIR DOOR (MAX, 78'X107') PD= +75 PSF, -75 PSF - (NATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF- (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION d. a TYPICAL FRAME ANCHORAGE 11 ANCHORS -AT MAX. 12'OC FL 0 U U N N w �a Z� aQ SINGLE FULL ARCH DOOR MIN. WOOD SPECIFIC GRAVITY o .83 SHEET _ DETAILS 8 A, B, B1, B2, C 9 F, F1 H H1 K 10 D HARDWARE SCHEDULE HINGES (18>• (4) 4X4X0.123 THICK STEEL HINGES COATED W/ BRONZE ATTACHED WITH (8) #10X1' FHSMS. LOCK ACTIVE SASH <19>, •• ••• • • • • • •• MULTI -POINT LOCK SYSTEM, KFV MODEL AS7370, FIV• POINT AOTIVIF WiTH•3/V TNROWI ONE EACH AT HEAD AND SILL AND THREE ENGAGING INTO.THE INACTIVR LEAF, AIA IN"LLRD •ITi9 A tE%ER HANDLE AND A STRIKE AT 39' FROM THE BOTTOM. • • • • • • • • • • • INACTIVE STILE <ZO> UK KVF MODEL AS7000, TWO POINT INACTIVE INTO HEAD AND SILL WITH 3/4' THROW. THE STRIKE PLATE AT TOP CONSISTED OF A STEEL PLATE 2XSX1/4' THICK WITH TWO HOLES WITH STEEL INSERT FOR LOCK BAR TO PENETRATE. THE PLATE WAS INSTALLED USING (6)1/4X3' WOOD SCREWS IN A STAGGERED PATTERN. • 90* • • • 000 • • • • • • THERE WERE TWO STRIKE PLATES AT THE BOTTOM EACH ):^y9•X 2).125 1HIeWITI; STEEL 1N=ERT,F� J LOCK PAR TO ENGAGE. • ! • • • • • & •.•--- • •-• _ • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • !-) o d tU 7< a as 4 ANCHORS L_ 4 SPACED AT MAX 11 1/2' DC SINGLE HALF ARCH DOOR CLUSTER OF 4 ANCHORS AT 3'OC L 9 ANCHORS SPACED _ AT MAX. 11 1/2' OC 4 s PAIR DOOR 4 ANCHORS AT MAX. 12' 4 ANCHORS 4 SPACED AT MAX, I I/2' DC SINGLE FULL ARCH DOOR MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.,(305) 255-7783 FAX t(305> 255-6613 WW. ALLAtERICANMILLWgRK. CDM VA SIXYCRWJ4dA!ERICA^B41um Cm OUT5WING GLAZED WOOD DOOR COMBO OP GL455 / WOOD PANEL OR GLA55 ONLY LARGE 4 SkQU MOW 9MPACTRATED ENGCO INC. 5595 ORANGE DR 201 DAVIE, ft. 88314 Tel.+ (SS4) 983-0904 WWV/.&16CpA c.coM 'J $.DE ry d� %olm'a f 4 .62808 0 8 OF w 4y�bss 0 8 Z ��1AL�'/� Pedro De fw4mmdo • PE 52609 DATE, OT10GM013 SCALE: NA DESIGN BY: PPMF 5MEET I DRAWING #: 3 OF 13 12-104.1 A/ \ � D a d J 19 A a W y K C Z Om J y B a 2 qr m In)\u MI/" C I Qld CD DOOR OPENI 40' DO PAIR ARCH DOOR SINGLE HALF ARCH DOOR MODEL B ARCHED SWING—DUT DOOR SINGLF DOOR (MAX. 40'X107') PAIR DOOR (MAX, 78'X107') PD= +75 PSF, -75 PSF - (NATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF- (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION d. a TYPICAL FRAME ANCHORAGE 11 ANCHORS -AT MAX. 12'OC FL 0 U U N N w �a Z� aQ SINGLE FULL ARCH DOOR MIN. WOOD SPECIFIC GRAVITY o .83 SHEET _ DETAILS 8 A, B, B1, B2, C 9 F, F1 H H1 K 10 D HARDWARE SCHEDULE HINGES (18>• (4) 4X4X0.123 THICK STEEL HINGES COATED W/ BRONZE ATTACHED WITH (8) #10X1' FHSMS. LOCK ACTIVE SASH <19>, •• ••• • • • • • •• MULTI -POINT LOCK SYSTEM, KFV MODEL AS7370, FIV• POINT AOTIVIF WiTH•3/V TNROWI ONE EACH AT HEAD AND SILL AND THREE ENGAGING INTO.THE INACTIVR LEAF, AIA IN"LLRD •ITi9 A tE%ER HANDLE AND A STRIKE AT 39' FROM THE BOTTOM. • • • • • • • • • • • INACTIVE STILE <ZO> UK KVF MODEL AS7000, TWO POINT INACTIVE INTO HEAD AND SILL WITH 3/4' THROW. THE STRIKE PLATE AT TOP CONSISTED OF A STEEL PLATE 2XSX1/4' THICK WITH TWO HOLES WITH STEEL INSERT FOR LOCK BAR TO PENETRATE. THE PLATE WAS INSTALLED USING (6)1/4X3' WOOD SCREWS IN A STAGGERED PATTERN. • 90* • • • 000 • • • • • • THERE WERE TWO STRIKE PLATES AT THE BOTTOM EACH ):^y9•X 2).125 1HIeWITI; STEEL 1N=ERT,F� J LOCK PAR TO ENGAGE. • ! • • • • • & •.•--- • •-• _ • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • !-) o d tU 7< a as 4 ANCHORS L_ 4 SPACED AT MAX 11 1/2' DC SINGLE HALF ARCH DOOR CLUSTER OF 4 ANCHORS AT 3'OC L 9 ANCHORS SPACED _ AT MAX. 11 1/2' OC 4 s PAIR DOOR 4 ANCHORS AT MAX. 12' 4 ANCHORS 4 SPACED AT MAX, I I/2' DC SINGLE FULL ARCH DOOR MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.,(305) 255-7783 FAX t(305> 255-6613 WW. ALLAtERICANMILLWgRK. CDM VA SIXYCRWJ4dA!ERICA^B41um Cm OUT5WING GLAZED WOOD DOOR COMBO OP GL455 / WOOD PANEL OR GLA55 ONLY LARGE 4 SkQU MOW 9MPACTRATED ENGCO INC. 5595 ORANGE DR 201 DAVIE, ft. 88314 Tel.+ (SS4) 983-0904 WWV/.&16CpA c.coM 'J $.DE ry d� %olm'a f 4 .62808 0 8 OF w 4y�bss 0 8 Z ��1AL�'/� Pedro De fw4mmdo • PE 52609 DATE, OT10GM013 SCALE: NA DESIGN BY: PPMF 5MEET I DRAWING #: 3 OF 13 12-104.1 TYPICAL DOOR ELEVATIONS SHEET DETAILS 8 A, B, 131, $2, C 9 F Fa H H1 K 10 D 18 v / N 1/Lo f' z uj OL wQ ❑ 0-1 +{� = w z N La La wQ 1e/ C C 19 D �e Lo Li C3 °- _j A �7 N Z C ! 9 20 C w E 4 Cl w 18\ mru t K CD PARIIW. 0 a to a, 1e B 1{m a S S 1B 19 5/8' DOOR OPENING PAIR DOOR��72 75 1/8- FRAME W I DTH SHEET DETAILS 8 A, B, 131, $2, C 9 F Fa H H1 K 10 D 18 v / '(� 36 5/16' Do SINGLE DOOR 38 13/ 16' M FW MODEL C SQUARE SWING -OUT DOOR SINGLE DOOR (MAX.36'X96') PAIR DOOR (MAX.72'X 96') HARDWARE OPTION I PD= +75 PSF, -75 PSF - (WATER INFILT• EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE OPTION 2 Pd= +55, -60 PSF CALL LOCKS ENGAGED) Pd= +20, -16 PSF (PRIMARY LOCKS ONLY) TYPICAL FP"E ANCHORAGE 5 ANCHORS AT MAX. 15 1 /8' OC 3• MAX. 1501/8'RS �OC- --1 ii CLUSTER OF 3 ANCHORS AT 3'OC mT 3 11 ANCH12RS AT MAX. 10 1 /2' OC PAIR DOOR 5 ANCHORS AT MAX. 8 5/8' OC 771NIT4 •'0011 MIN. WOOD SPECIFIC GRAVITY - .63 HARDWARE SCHEDULE - OPTION 1 HARDWARE SCHEDULE - OPTiON 2 PD= +75 PSE, -75 PSF - (WITH WATER INFILTRATION) DESIGNED LOADS = +55 PSF, -60 PSF CALL LOCKS ENGAGED) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) DESIGNED LOADS = +20 PSF, -16 PSF (PRIMARY LOCKS ONLY) HINGES <18>, HINGES <18>: (4) 4X4%0.123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) #10X1' FFISMS. (4) 4X4X0. 123 THICK BRASS COATED STEEL HINGES ATTACHF•4•VI" W)g0l(JXI' rsHSMS• w • • ROCK ACTIVE STILE (19>, LOCK ACTIVE SASH <19)+ • • • • • • • • DEAD BOLT EMTEK 08455 GRADE 3. LATCH E14TEK #8100 GRADE 3 (PRIMARY LOCK) MULTI -POINT LOCK SYSTEM, KFV MODEL AS7370, FIVE POIN'RS ACT�WP 3A1' "-WOO • • • • (2) HAGGER SURFACE BOLT 276D ATTACHED W/ (4) #10X1 3/4' SMS AND A 1/4' SHIM ONE EACH AT HEAD AND SILL, AND THREE EN(IAGINFI INTO THE I"TIV6�,, F, >�G&TALL:D • WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. LOCK INACTIVE STILE <20>+ LOCK INACTIVE STILE <20>, (2) W & F 24' FLUSH BOLT MODEL 2000 -XX -1010 (PRIMARY LUCK) LOCKED USING KVF MODEL AS7000, TWO POINT LOCK ENGAGING IrIiO HEA): D ±♦11�L•WITH • • -••• 3/4' THROW a • • • • NOTE• THIS HARDWARE SCHEDULE CAN BE USED WITH ALL OTHER DDDR MODELS LIMITED TO THE • • —_ IESI61ED LOAD HERE IN SPECIFIED, MAXIMUM DIMENSIONS AND ANCHOR SPACING. • • • • • • • ky • •• •• • • • •• •• MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.:(305) 255-7783 FAX :(305) 255-6613 VW. ALLAMERICANMILLWORK.CUM VWL S1PWIiIQpLLAYFRICA)MIL m Oil OUT5WING GLAZED WOOD DOOR C43M80 OF C A561 WOOD PANEL OR GLASS ONLY LARGE 4 5MALL M1951E IMPACT RATED ENGCO INC. u•�� 5585 ORANGE DR 201 DAVIE,'PL. 33314 Tel.: (954) 965.0904 W:VW.64C0INC.Co1 muftI QE F(��S Ebd ��0a, Q pp .62609 �j a &OF l��Fss'O R NAt� ®8 28 Sa PerBb Da ttrredo - PE 52609 MUTA#-DADE 8000, DATE: 02IDGM 13 SCALE: NA M51GN BY: PFMP 91`1EET I DRAWING 0: 4 OF 13 12-104.1 N 1/Lo f' z uj OL wQ ❑ 0-1 = w po" Q Q zu A N C C 19 s � HQ 0 , X m QLi 19\ Nm mru t 18 B m Z al 1{m a, '(� 36 5/16' Do SINGLE DOOR 38 13/ 16' M FW MODEL C SQUARE SWING -OUT DOOR SINGLE DOOR (MAX.36'X96') PAIR DOOR (MAX.72'X 96') HARDWARE OPTION I PD= +75 PSF, -75 PSF - (WATER INFILT• EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE OPTION 2 Pd= +55, -60 PSF CALL LOCKS ENGAGED) Pd= +20, -16 PSF (PRIMARY LOCKS ONLY) TYPICAL FP"E ANCHORAGE 5 ANCHORS AT MAX. 15 1 /8' OC 3• MAX. 1501/8'RS �OC- --1 ii CLUSTER OF 3 ANCHORS AT 3'OC mT 3 11 ANCH12RS AT MAX. 10 1 /2' OC PAIR DOOR 5 ANCHORS AT MAX. 8 5/8' OC 771NIT4 •'0011 MIN. WOOD SPECIFIC GRAVITY - .63 HARDWARE SCHEDULE - OPTION 1 HARDWARE SCHEDULE - OPTiON 2 PD= +75 PSE, -75 PSF - (WITH WATER INFILTRATION) DESIGNED LOADS = +55 PSF, -60 PSF CALL LOCKS ENGAGED) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) DESIGNED LOADS = +20 PSF, -16 PSF (PRIMARY LOCKS ONLY) HINGES <18>, HINGES <18>: (4) 4X4%0.123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) #10X1' FFISMS. (4) 4X4X0. 123 THICK BRASS COATED STEEL HINGES ATTACHF•4•VI" W)g0l(JXI' rsHSMS• w • • ROCK ACTIVE STILE (19>, LOCK ACTIVE SASH <19)+ • • • • • • • • DEAD BOLT EMTEK 08455 GRADE 3. LATCH E14TEK #8100 GRADE 3 (PRIMARY LOCK) MULTI -POINT LOCK SYSTEM, KFV MODEL AS7370, FIVE POIN'RS ACT�WP 3A1' "-WOO • • • • (2) HAGGER SURFACE BOLT 276D ATTACHED W/ (4) #10X1 3/4' SMS AND A 1/4' SHIM ONE EACH AT HEAD AND SILL, AND THREE EN(IAGINFI INTO THE I"TIV6�,, F, >�G&TALL:D • WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. LOCK INACTIVE STILE <20>+ LOCK INACTIVE STILE <20>, (2) W & F 24' FLUSH BOLT MODEL 2000 -XX -1010 (PRIMARY LUCK) LOCKED USING KVF MODEL AS7000, TWO POINT LOCK ENGAGING IrIiO HEA): D ±♦11�L•WITH • • -••• 3/4' THROW a • • • • NOTE• THIS HARDWARE SCHEDULE CAN BE USED WITH ALL OTHER DDDR MODELS LIMITED TO THE • • —_ IESI61ED LOAD HERE IN SPECIFIED, MAXIMUM DIMENSIONS AND ANCHOR SPACING. • • • • • • • ky • •• •• • • • •• •• MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.:(305) 255-7783 FAX :(305) 255-6613 VW. ALLAMERICANMILLWORK.CUM VWL S1PWIiIQpLLAYFRICA)MIL m Oil OUT5WING GLAZED WOOD DOOR C43M80 OF C A561 WOOD PANEL OR GLASS ONLY LARGE 4 5MALL M1951E IMPACT RATED ENGCO INC. u•�� 5585 ORANGE DR 201 DAVIE,'PL. 33314 Tel.: (954) 965.0904 W:VW.64C0INC.Co1 muftI QE F(��S Ebd ��0a, Q pp .62609 �j a &OF l��Fss'O R NAt� ®8 28 Sa PerBb Da ttrredo - PE 52609 MUTA#-DADE 8000, DATE: 02IDGM 13 SCALE: NA M51GN BY: PFMP 91`1EET I DRAWING 0: 4 OF 13 12-104.1 SEE SEPARATE NOA FOR SFDELITES AND TRANSOM LOWER DES!(NED PRISSURE SHALL CONTROL 1541 37 3/4' r -MAX. 75 1/8'�[-37 3/4' fF==_ _ _=_==nTF=__—�1 111=—fill -- — ��fill� —=i1111 II II II IIII It }! IIII II f! II 1111 If IIII II II 1111 If It i I==JII ��—= _ —'IIII L==J I r==�I II II II III !II II II II II II 11 III Hill II 11 IIN 111 H Ill it IIII II II II III Acs"c1 aR 111 It NII ll II N 111 MODELS C OR Cl III H tl II II II II tlf � 1(l I�� II II II II II III III 11 II II II II ii III III II II II 11 II II III III II II II IIS==J111 IIIL=_ JII 11 III III II TYPICAL ELEVATIONS MODEL E SQUARE DOOR W/ TRANSOM/SIDELITE DESIGNED LOADS - SEE MODEL C & Cl SHEET DETAILS 8 A B, B1, B2. C 9 F FI H, H1, K 10 D •• ••• • • • • • •• • •• • • • • ••• • • ••• ••• ••• ••• ••• ••. • • • • • • •• • • •• •• •• ••• • • • • ••• • • • • • • • • • • • • SEE SEPARATE NOA FOR SIDELITES AND TRANSOM LOWER DESIGNED PRESSURE SHALL CONTROL 1212 ---1 TYPICAL ELEVATIONS MODEL D DOUBLE ARCH SWING -OUT DOOR DP= 175 PSF ALL AMERICAN MILLWORK LLC 1950 NM 70th AVENUE MIAMI- FLORIDA- 33i26 TEL.:(305) 255-7783 FAX :(305) 2S5-6613 1411V ALLAMERICANMILLYLIRK CDM " 51PHRTQALLAyER1CRY11LLi�C CD4 OUTSWING GLAZED WOOD DOOR COMBO OF UAW WOOD PANEL OR GLA58 ONLY LARGO 4 SMAU. MALE IMPACT RATED ENGCO INC. CAN 5555 ORANGE M 201 DAVIE, PL. 53314 TG., (554) 585-0304 WAw ENGCOWC.COM 4 o. 62 Or OF X R 1104, VAL ti�4 ERfi'I,saw Pedro De Mgwmdo - PE 52GOS MIAMI4MVE BOCO, DATE: 02/0620IS SCALE, NA DE81GN BY: PPMP SHEET I DRAWING #, 5 OF 13 12-104.1 RAIN. WOOD SPECIFIC GRAW Y = .b3 � cl TYPICAL ELEVATIONS i TYPICAL FRAME ANCHORAGE MODEL Cl SQUARE SWING -OUT SINGLE DOOR (MAX. 42'X96') PD= +75 PSF, -75 PSF - (WATER INFILT, EXCEPTION) PD= 460 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE HINGES <18>: (4) 4X4XO.093 THICK BRONZE COATED STEEL HINGES ATTACHED VITH (8> @10X1' FHSMS. LOCK ACTIVE SASH (19>- MULTI POINT LOCI( SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE W/ 3/4' THROW, ONE EACH AT HEAD AND SILL. AND THREE ANGAGLNG INTO STRIKES LOCATED AT THE JAMB, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. A 11/4'X2' X 1/8' THIG((•STF�1• TRWE SLATE• WITH A REINFORCING BRASS INSERT WAS ATTACHED TO THE HEAD USING (1) #W 2 3/4' foD4FCRt. •1 BRASS INSERT WAS INSTALLED INTO THE SILL TO RECEIVE THE LUCK BAR USllri A NIOX1 YQLID fW.• 00 one so f DETAILS JN z 18 o a 0. °� C ❑ 0 .o w C3 ^ Z Q N • C 19- A = •••• ••• \ zo v w ,e 0 !90 cl TYPICAL ELEVATIONS i TYPICAL FRAME ANCHORAGE MODEL Cl SQUARE SWING -OUT SINGLE DOOR (MAX. 42'X96') PD= +75 PSF, -75 PSF - (WATER INFILT, EXCEPTION) PD= 460 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE HINGES <18>: (4) 4X4XO.093 THICK BRONZE COATED STEEL HINGES ATTACHED VITH (8> @10X1' FHSMS. LOCK ACTIVE SASH (19>- MULTI POINT LOCI( SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE W/ 3/4' THROW, ONE EACH AT HEAD AND SILL. AND THREE ANGAGLNG INTO STRIKES LOCATED AT THE JAMB, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. A 11/4'X2' X 1/8' THIG((•STF�1• TRWE SLATE• WITH A REINFORCING BRASS INSERT WAS ATTACHED TO THE HEAD USING (1) #W 2 3/4' foD4FCRt. •1 BRASS INSERT WAS INSTALLED INTO THE SILL TO RECEIVE THE LUCK BAR USllri A NIOX1 YQLID fW.• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SASH PANEL OPTIONS Ili III Lill ire( iii !Z 1035 1045 1055 107A 107S 108A 103A 104A 105A 107E 108E 103E 104E 105E v r � 11j�1pJ��,r �1��'�ppppry�'I1' nis®r r � oil, il ®® 110S 11IS 112S 113S 114S IIOA 111A 112A 113A 114A 110E 111E 112E 113E 114E WA{ER WD.TRATTON EXCEPTIONS DOOR ASSEMBLIES INSTALLED IN NONHASITABLE AREAS OR INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH/HEIGHT EQUAL OR MORE THAN 1, DO NOT NEED TO MEET THE TEST FOR WATER INFILTRATION. DVERHANG`_ OHL.- OVERHANG LENGTH OHH- OVERHANG DIGHT ALL AMERICAN MILLWORK LLC 1950 NW70th MIAMI- FLORIDA -AVENUE 33126 TEL.;(305)255-7783 FAX (305> 255-6613 VW. ALLAMERICANMILLVMC.COM ft Stfw@ LLA`E lcmm1LLVD8( CDN OUT5WING GLAZED WOOD DOOR COMBO OF GLA98 / MOOD PANEL OR GLASS ONLY LARGE 4 5MAL MMI IMPACT RATED ENGCO INC. CAal 5595 ORANGE DR 201 DAVIE. PL, 33314 TaU (954) $85-0304 WWW.EN000WC.COM DE 4 2609 O= 082 aONA ,,� Pedro Da P "redo - PE 52609 MIAMI-DADE 5=. DATE: OZ4DMOi 3 SCALE: NA DE5414 BY: PPMF 5HELr I DRAWING #- G or 9:60P 13 12-104.,1 00 one so SHEETI DETAILS 8 A, B, B1 Bc C • ••• •••• ••• 10 D 0 !90 i • • % • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SASH PANEL OPTIONS Ili III Lill ire( iii !Z 1035 1045 1055 107A 107S 108A 103A 104A 105A 107E 108E 103E 104E 105E v r � 11j�1pJ��,r �1��'�ppppry�'I1' nis®r r � oil, il ®® 110S 11IS 112S 113S 114S IIOA 111A 112A 113A 114A 110E 111E 112E 113E 114E WA{ER WD.TRATTON EXCEPTIONS DOOR ASSEMBLIES INSTALLED IN NONHASITABLE AREAS OR INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH/HEIGHT EQUAL OR MORE THAN 1, DO NOT NEED TO MEET THE TEST FOR WATER INFILTRATION. DVERHANG`_ OHL.- OVERHANG LENGTH OHH- OVERHANG DIGHT ALL AMERICAN MILLWORK LLC 1950 NW70th MIAMI- FLORIDA -AVENUE 33126 TEL.;(305)255-7783 FAX (305> 255-6613 VW. ALLAMERICANMILLVMC.COM ft Stfw@ LLA`E lcmm1LLVD8( CDN OUT5WING GLAZED WOOD DOOR COMBO OF GLA98 / MOOD PANEL OR GLASS ONLY LARGE 4 5MAL MMI IMPACT RATED ENGCO INC. CAal 5595 ORANGE DR 201 DAVIE. PL, 33314 TaU (954) $85-0304 WWW.EN000WC.COM DE 4 2609 O= 082 aONA ,,� Pedro Da P "redo - PE 52609 MIAMI-DADE 5=. DATE: OZ4DMOi 3 SCALE: NA DE5414 BY: PPMF 5HELr I DRAWING #- G or 9:60P 13 12-104.,1 GLAZING OPTIONS ALUAMERICAN J PET FILM EMBEDDED MILLWORK LLC TYPE SA �t t/z -I INTO DOW 995 1950 NW 70th AVENUE 114° COMPOMM PARTIALWOOD PANEL I 9, 9A, 9B, STRUCTURAL SILICONE MINIWUA161TB 8v F. 9, 9A 9C, 9D, 9E AT 9, 9B, 9C, 9D, 9E MIAMI- FLORIDA- 33126 783 SG°MAHOGANY +lArPLYWOOD+SW MAHOGANY TEL.: (305) 255-7783 TMIGWESSREDUCED T0.61PATOLAZINGSiOPS. FAX : (305) 255-6613 PLYMX@IfLYTitPplgAt•100I6fA(9:, 600DBA(XRYaal11E DOW 995 ➢➢W 995 WWW. 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NA W BRAD NAILS AT 1' AT 9C, 9D, 9E DESIGN BY. rrw TYPE TIC 7n3' S LAMINATED GLASSLAMGLASSLAMSAFETY PLUS U GLASS • *00 • • • 6942, 3 • • • • FROM END AND 3' OC GLASS OM-Ar' 3n9' ANNEALED + 0.108 GLASSLAM SP 11 INTERLAYER+3na'ANNEALED i • • i • • i SHEET DRAWING @: • • • • • • • • • 7 OF 13 12-104.1 • • • • • • • PAI�TY,L WO•DFANB. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS OR ;,—GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL B SD.t. USE OF ALTERNATE 81, B2 IS ACCEPTABLE 0t 0 1 2 a: SCHLEGAL Q-LON W rQED-650 TYPICAL EXTERIOR CAULK GE 1000 SEE FRAMING ANCHORAGE DETAILS TYPICAL ON SHEET 10 EXTERIOR W CAULK GE 1000 7— �- —DUOR OPENING (DO)lq� BY OTHERS X OR 2X PT WOOD L W I F REQUIRED 5 X V � T i GLASS OR ;,—GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL B SD.t. USE OF ALTERNATE 81, B2 IS ACCEPTABLE 0t 0 1 2 a: SCHLEGAL Q-LON W rQED-650 TYPICAL EXTERIOR CAULK GE 1000 - - - - - - - - - - - - - - - - I SCHLEGAL Q-LON BY OTHERS OED -650 LiLi W DETAIL A HEADER. GLASS OR ;,—GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL B SD.t. USE OF ALTERNATE 81, B2 IS ACCEPTABLE 0t 0 1 2 a: SCHLEGAL Q-LON W rQED-650 TYPICAL EXTERIOR CAULK GE 1000 TYPICAL / EXW1 H_ CAULK GE 1000 • • • • • • • • • • • • • • • •• •• •• • • • •• SEE FRAMING NG FRAMI ANCHORAGE DETAILS SEE SEE FRAMI DETAILS ON SHEET 10 • ••• ••• ••• ••• ••• • • • • • • ON SHCFT 10 tas •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL EXTERIOR CAULK GE 1000 SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th'AVENUE MIAMI- FLORIDA- 33126 TEL.:(305) 255-7783 FAX (305) 255-6613 W1M.ALLAMERICANMILLWORK COM VA SIPPLRTFALIM RICAWIU- 99K CCN OLIT5WING GLAZED WOOD DOOK OOMDO OP GLAW / WOOD PANEL OR &A98 ONLY LARGE 4 SMALL M90M IMPACT RATED '.NONCERNCM ENGCO INC. CA61JG 8595 ORANGE DR. 201 DAVIE• PL. 33314 Td.: (954) 585.0304 WAYW.ENGCOWQCOM ,#0 DEy`, �.4 vole#$R �m Ido 12609 i BTA OFA 401y '�, s&IONAL � 0.8 �...,..+N° Pedro De F-,Mte& - PE 82609 MIAW-CADE 8CC0: IM•ir nwla � r DATE: 02/06/2013 SCALE: NA DE91GN By.. PPMP 5HEET DRAWING #: 8 OF 13 12-104.1 BY OTHERS 1X OR 2X PT.VOOD �- —DUOR OPENING (DO)lq� IF REQUIRED 5 SEE FRAMING ANCHORAGE DETAILS SCHLEGAL Q-LON ON SHEET 10 QED -650 2 EMBED. GLASS OR DETAIL C GLASS/WOOD PANELST JAMB (OPERABLE SEE SHEET 7 EXTERIOR MMR FRAME WIDTH (DFW) TYPICAL EXTERIOR 1/4' v CAULK GE 1000 SHIN WEATHER STRIPPING OPTIONS: rx GLASS OR 1- SCHLEGAL Q-LON QED560 !3 GLASS/ PARTIAL WOOD PALLS 2-THIERMATRUWV Ix w SEE SHEET 7 x Lxl GLASS OR GLASS/ PARTIAL WOOD PANELSS SEE SHEET 7 DETAIL B2 SILL DETAIL B1 W Stu 2A-\SCHrQED1-b5OL Q -LGN W SCHLEGAL Q -LGN F_-_ TYPICAL / EXW1 H_ CAULK GE 1000 • • • • • • • • • • • • • • • •• •• •• • • • •• SEE FRAMING NG FRAMI ANCHORAGE DETAILS SEE SEE FRAMI DETAILS ON SHEET 10 • ••• ••• ••• ••• ••• • • • • • • ON SHCFT 10 tas •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL EXTERIOR CAULK GE 1000 SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th'AVENUE MIAMI- FLORIDA- 33126 TEL.:(305) 255-7783 FAX (305) 255-6613 W1M.ALLAMERICANMILLWORK COM VA SIPPLRTFALIM RICAWIU- 99K CCN OLIT5WING GLAZED WOOD DOOK OOMDO OP GLAW / WOOD PANEL OR &A98 ONLY LARGE 4 SMALL M90M IMPACT RATED '.NONCERNCM ENGCO INC. CA61JG 8595 ORANGE DR. 201 DAVIE• PL. 33314 Td.: (954) 585.0304 WAYW.ENGCOWQCOM ,#0 DEy`, �.4 vole#$R �m Ido 12609 i BTA OFA 401y '�, s&IONAL � 0.8 �...,..+N° Pedro De F-,Mte& - PE 82609 MIAW-CADE 8CC0: IM•ir nwla � r DATE: 02/06/2013 SCALE: NA DE91GN By.. PPMP 5HEET DRAWING #: 8 OF 13 12-104.1 DETAIL Hl JAMBISIDELITE t -N INTERIOR 2 to v GLASS OR GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL F1 DOOR TRANSOM �\ fJ I Z t I t t a Q 1 I � � W N W F.. I Vi �1�j Z27 A. z a GLASS OR GLASS/11.101) PANELS SEE SH£I T 7 SFF SEPARATE NIDA _y ! „_._SEE SEPARATE NOA___... FOR SIDELITE FOR SIDELITE DECD MOuI.DING DETAIL H t �9 r JAMB I SIDELITE THERMATRU I t Il WTFB68/80 INTERIOR T r'c A ✓� EXTERIOR SEE SEPARATE NOA FDR SIDELITES AND TRANSOM (OWER DESIGNED PRESSURE SHALL CONTROL DECO MOULDING GLASS OR GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL F DOOR TRANSOM I i wl o I I � t 0 1 A ( 3, 3A - tlWEATWR STRIPPING OPTION&: 1- SCHLEGAL Q-LON 2• THERMATRU WVTFBSM GLASS OR GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL K DOOR INTERMEDIATE RAIL GLASS DR GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL .,(3051255-7783 FAX +(305, 255-6613 WW. ALLANERICANNILLWDRK.CDM WW. SPPMTBALLMffRICeAMIu4W( COM OUT5WING GLAZED WOOD DOOR COMBO OF GIA99 /WOOD PANG. OR GLA55 ONLY LARGE 4 SMALL M1951LE IMPACT RATED ENGCO INC. .6114 5598 ORANGE DR 201 DAVIE. PL. 33314 TU.: (954) 585-0304 WWWXWGCAINGCDM b� OF ORI a — IONAL FEB 0 Emmaer $Cal Pedro De mewre to - Pt 52609 MIAMI-0ADE BCCA DATE: 02XQ2013 SCALE: NA DE51GN BY, PPMP 911EET I DRAWING Nt 9 OF 13 12-104.1 • A. vL.ff•oR*•• a •`•�•.• li • • • • GL AS.OWOO': PANEI. S • • • • • sKre SHEET*? • • • • •• • • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • 0.0 •• •• ••• • • • ••• • • ( 3, 3A - tlWEATWR STRIPPING OPTION&: 1- SCHLEGAL Q-LON 2• THERMATRU WVTFBSM GLASS OR GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL K DOOR INTERMEDIATE RAIL GLASS DR GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL .,(3051255-7783 FAX +(305, 255-6613 WW. ALLANERICANNILLWDRK.CDM WW. SPPMTBALLMffRICeAMIu4W( COM OUT5WING GLAZED WOOD DOOR COMBO OF GIA99 /WOOD PANG. OR GLA55 ONLY LARGE 4 SMALL M1951LE IMPACT RATED ENGCO INC. .6114 5598 ORANGE DR 201 DAVIE. PL. 33314 TU.: (954) 585-0304 WWWXWGCAINGCDM b� OF ORI a — IONAL FEB 0 Emmaer $Cal Pedro De mewre to - Pt 52609 MIAMI-0ADE BCCA DATE: 02XQ2013 SCALE: NA DE51GN BY, PPMP 911EET I DRAWING Nt 9 OF 13 12-104.1 r- DETAIL D DOUR HANDLE I MEETING STILES INTERIOR THERMATRU WTFB68/80 4 3A WEATHER STRIPPING OPTIONS: I- SCHLEMk Q-LON QED -880 2- THERMATRU WTFSOM EXTERIOR 2, 2A N7x2 1/4' GRABBER STREAKER FINE THREAD TRIM HEAD SCREWS SPACED AT 9. OC FRAME WIDTH MAX. 1 1/4'11— 4' FRAMING ANCHORAGE DETAILS OPTION 2 FRAME MOUNTED WITH MAXIMUM 1/4' SHIM AND MAXIMUM 1X PT CONTINUOUS WOOD SPACER SECURED BY 1/4' TAPCONS BY ITW BUILDEX WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY (,IAMBS) DR INTO 3000 PSI CONCRETE, FOR INSTALLATION INTO METAL STRUCTURES USE 1/4-20 HWH GRADE 5 SDS (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY-QUT) 1X BUCK TO BE PROPERLY DESIGNED BY OTHERS. OPTION 1 FRAME MOUNTED DIRECTLY INTO SUBSTRATE WITH MAXIMUM 1/4'SHIM AND 1/4' TAPCONS BY ITW BUILDEX WITH 1 1/4' MIEM EMBEDMENT INTO MASONRY (-IAMBS) CR INTO 3000 PSI CONCRETE (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) MAX. FRAME WIDTH 1/4' (FW) �K7 da FRAME MOUNTED DIRECTLY INTO METAL ] EXTERIOR MAX. ° N FRAMING ANCHORAGE DETAILS OPTION 2 FRAME MOUNTED WITH MAXIMUM 1/4' SHIM AND MAXIMUM 1X PT CONTINUOUS WOOD SPACER SECURED BY 1/4' TAPCONS BY ITW BUILDEX WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY (,IAMBS) DR INTO 3000 PSI CONCRETE, FOR INSTALLATION INTO METAL STRUCTURES USE 1/4-20 HWH GRADE 5 SDS (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY-QUT) 1X BUCK TO BE PROPERLY DESIGNED BY OTHERS. OPTION 1 FRAME MOUNTED DIRECTLY INTO SUBSTRATE WITH MAXIMUM 1/4'SHIM AND 1/4' TAPCONS BY ITW BUILDEX WITH 1 1/4' MIEM EMBEDMENT INTO MASONRY (-IAMBS) CR INTO 3000 PSI CONCRETE (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) MAX. FRAME WIDTH 1/4' (FW) �K7 z - I ° wt cu EXISTING wa:F rSTRUCTURE I 1/4'. N T EXTERIOR 00 • • • • • 2X BUCK • ai. •.� • • • FULL BEARING • • • • • • • BY OTHERS • • •,,,• :)PTF •• a�°' •GH•' tRAk@MOUNTED DIRECTLY INTO 2X PT WOOD ° q cu BUCK CSG>=0.55) WITH MAXIMUM 1/4' SHIM AND SECURED BY $114 SS WOOD SCREWS OR 001IJEERIOR. a' 1/4' TAPCONS WITH 1 1/2' MIN. EMBEDMENT. • • • • • • i NEfER•T!I•ELEVAT IONS ON SHEETS 2 THROUGH 6 • • 4 ° • • f OR ANIHORS QTY. AND LAY -OUT) • AXI$ ING 23 SUCK • O BF PROPERLY DESIGNED BY OTHERS. • • • STRHCTURE • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH 1/4' C FW> _-.. MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL. (305; 255-7783 FAX +(305) 255-6613 WWW.ALLAMERICANMILLVORK CDM OUT5WING GLAZED WOOD DOOR COM50 OF GLAS5/WOOD PANEL OR GLA55 ONLY IAM 4 5MALL M55I1E IMPACT RATED WGINEERING, ENGCO INC. 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AND LAY -OUT) • AXI$ ING 23 SUCK • O BF PROPERLY DESIGNED BY OTHERS. • • • STRHCTURE • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH 1/4' C FW> _-.. MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL. (305; 255-7783 FAX +(305) 255-6613 WWW.ALLAMERICANMILLVORK CDM OUT5WING GLAZED WOOD DOOR COM50 OF GLAS5/WOOD PANEL OR GLA55 ONLY IAM 4 5MALL M55I1E IMPACT RATED WGINEERING, ENGCO INC. CA81, 5595 ORANGE DR 201 DAME, FL. 33314 Td.: (954) 595-0304 WWW.ENGOOIKC.COM �4� cepBF�i' 2W9 Q FES 8 2013 Sed Pedro De Fuperede - R 52GO9 ~-RADE BCCO: OATS: 02/OG/201 3 SCALE: NA DESIGN 5Yt FFMF 5HPL'T DRAWING 0: 10 OF 13 12-104.1 FRAMING COMPONENTS 4 563 cu r, N N 0 TYPE 6 DOOR HEADER AMID JAM98 WINDOW HEADER, JAMBS AND SILL LAMINATED OR SOW WOOD 2. 395 0 MAHOGANY 01 a O ---5. 370--� TYPE 6- DOM THRESHOLD LAMINATED OR SOL® WOOD 3P P1 SASH COMPONENTS ^ o` m o 3.375 TYPE 4 -ASTRAGAL. LAMINATED OR SOLID WOW TYPE BA -DOOR THRESHOLD LAMINATED ORSOLID WOW ALUMINUM MA 1_ ! 145603� TYPE S3 EM URAALlMINUMTHRESHOLD 62 813 625 Ln -«{1,188cu I 10I ci IA z rME2-RA9BfILEE LAMINATED ORSffiD WOW 0. 625 1, 188 0 • v •• TYPES - WTER�DIATE RAIL • HORRONTAL ASRTICAL LAMIro 0: ADLD WOOD ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • N r� 0 TYPE 2A-RALOSTILE LAMINATED OR SOLID WOOD 1. 813 0 400 0. 325 g 0. 325 v z f m cu 0 TYPE 3A - Q:ITERMS3DIATE RAA- HORMONTAL I VERTICAL LAMINATED OR SOLID WOW MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL, ,(305) 255-7783 FAX :t305) 255-6613 WWW. ALLAA#RICANMILLWaU. COM ilYl1 RFFM LMIERICPMIILLLWt. LIM OUT-9WING GLAZED WOOD DOOR C(M W OF CLAW / WOW PAM OR GLASS ONLY LARGE 0 SMALL MIBSIIP IMPACT RATW ENGCO INC. X61, 5598 ORANGC OR 201 DAVIC, PL. 33314 Tal., (954) 585-0304 WWWPNGWNC.COM D 4 i .52609 8 OF It 1100, OA /OnNAL� FEB 8 201f 5e� Pedro Da Pw,Parodo - PE 526W ~.DAM BCCA, Qoellr wM�aw.�ji"; Sc DATE: 021OQ2013 SCALE: NA DESIGN Wi PPW 5HEET 1 DR,AWANG #: I I OF 13 1 12-104.1 a VARIES �F 0.625 --i- TYPE 1- GLAZING STOP LAMINATED DR SOLID WOW TYPE 4A - MAZM STOP LAMINATED OR SOLID WOW N r� 0 TYPE 2A-RALOSTILE LAMINATED OR SOLID WOOD 1. 813 0 400 0. 325 g 0. 325 v z f m cu 0 TYPE 3A - Q:ITERMS3DIATE RAA- HORMONTAL I VERTICAL LAMINATED OR SOLID WOW MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL, ,(305) 255-7783 FAX :t305) 255-6613 WWW. ALLAA#RICANMILLWaU. COM ilYl1 RFFM LMIERICPMIILLLWt. LIM OUT-9WING GLAZED WOOD DOOR C(M W OF CLAW / WOW PAM OR GLASS ONLY LARGE 0 SMALL MIBSIIP IMPACT RATW ENGCO INC. X61, 5598 ORANGC OR 201 DAVIC, PL. 33314 Tal., (954) 585-0304 WWWPNGWNC.COM D 4 i .52609 8 OF It 1100, OA /OnNAL� FEB 8 201f 5e� Pedro Da Pw,Parodo - PE 526W ~.DAM BCCA, Qoellr wM�aw.�ji"; Sc DATE: 021OQ2013 SCALE: NA DESIGN Wi PPW 5HEET 1 DR,AWANG #: I I OF 13 1 12-104.1 SASH 2A13A ASSEMBLY C1) 5/8'X5 6 t1) 1/4'X5' STEEL REINFORCING SOTS VERTICAL TYPICAL 1/2'DIAM x 5' STILES WOOD DOWELS WITH 2 3/4' PENETRATION INTO HORIZ. RAILS TDP RAIL -- p 1NTERM. VERT. STILE INTERM. RAIL BOTTOM RAIL A O> F W J (kw Za M (L I.- ca OC D CIO a� -JO O -JO I NTEI VEI STI It Y IN t 1) 5/8'X5 & C 1) 1,04'X5' • • • • • L STEEL REINFORCTNri,^T$•i ••i •e• e • ••• ••• ••• • •• • • •• •• •• SASH 213 ASSEMBLY t1> 5/8'X5 L (1) 1/4'X5' STEEL REINFORCING BOLTS VERTICAL TYPICAL 1/2'DIAM x 5' STILES WOOD DOWELS WITH 2 3/4' PENETRATION INTO HORIZ. RAILS :� TOP RAIL W ••• • • • • ••• • • • • • • • • • • • • 051 t1) 5/8'X5 & t1) 1/4'X5' STEEL REINFORCING BOLTS MANUFACTURER: ALL AMERICAN MILLWORK LLC 1450 NW 70th AVENUE MIAMI- FLORIDA- 33126 7EL.•(305) 255-7783 FAX 1,305) 255-6613 WW. ALLAMERICANMILLVDRX. LBM NHL SMTP.N.LMICAMILLox CB1 OUT5WING GLAZED WOOD DOOR COMBO Of MASS WOOD PANE. OR GLA53 ONLY LARGE L 9MALt MDSIIP IWACT RATED ENGCO INC. .e: 5595 ORANGE DR 201 DAVIE. PL. 33314 Tei.: (954) 5854304 VAA0W.ENG4OMC.00M DE �4 N 52609 ONA1.p�N�a FEB 8 700 Pedro Do r- u wado - PE 52609 MM40M BCCO, Ilsli �� •'� -fir DATE: O2)OGQO 13 SCALE: NA DESIGN BY: PPMP SHEETj DRAWING A, 12 OF 13 j 12-104.1 TYPICAL CORNER FRAMING CONSTRUCTION t/16'X 5' 1 STAPLES o(3) #14X2 3/4' FH WOOD SCREWS WOOD GLUE AT ALL JOINTS• ••• • • • • • •• ISCR{�B. WOM-GLEC'WAS APfC[ED:A�t • •• • • •• •• •• • • • • • • ••• • • • • ••• • • • •• •• • • • •• 0• BILL OF MATERIALS MANUFACTURER: ALL AMERICAN MILLWORK LLC 1450 NW 70th AVENUE Mi AMI- FLORIDA- 33126 TEL. -(305) 255-7783 FAX :(305) 255-6613 Wu. ALLAMERICANMILLVOK COM Vw R"ww h0:R1CAP!)11um C®1 OUTSWING GLAZED WOOD DOOR COMBO OF GLA55 / WOOD PANE. OR GLASS ONLY LARGE ♦ &MALL MISSILE IMPACT RATED ENGCO INC. CAa11B 5595 ORANGE DR 201 DAVIE, rL. 33314 Tat.:(954)565-0304 WYIW.ENGODMC.(�tvt .s- DE Fl4'li�y� OF U 8 2Q„y�pr 9e� Podro Do homfedo • FE 52609 MW 44)ADE BCM DAT2: OZRW2013 SCALE: NA DESIGN BY: PPMF SHEET I DRAVING 16: 13 OF 13 12-104.1 OCT '�D201� I NECAWind Version 2.1.1.0 per ASCE 7-10 Developed by.MEtA Enterprises, Inc. Copyright 2014 co Page 1 Date 10/8/2014 Project No. :14093 Company Name Designed By :Santiago Aranegui, PSE. Address Description :Wind Load Calculation - FrontDoor City Customer Name ;Mrs. Valentina Gutchess State Proj Location :9389 NE 13th Avenue, Miami, FL 33138 File Location: C:\Program Fi1es\HZCAWind\Defau1t.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All ;pressures shown are :basest upon ASD Design, with a Load Factor of .6 Basic Find Speed(V) = 175.00 mph Gust Factor Category TI Rigid Structures - Complete Analysis Structural Category = II Zm: 0.6*Ht Exposure Category = 15:23•�t Natural; Frequency = N/A 00 Flexible Structure = Lzm: 1*(Zm/33)^Epsilon ':.' Ao Importance Factor - 1.00 Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Kd Directional Factor = 0..85 •000:0 Damping Ratio (beta) = 0.01 0.879 0 • 999:0; Alpha = 9.50 Gust Factor Summary Zq = 900.00 ft At = 0.11 0.005 Bt 1.00 000000 Am = 0.15 Table 26.11-1 Internal Pressure Coefficients for Buildingsq,,*Wi Bm = 0,65 GCPi Internal Pressure Coefficient Cc = 0.20 • • 1 500.00 ft Epsilon = 0.20 ; Zmin 15.00 ft Slope of: -Roof = 4 : 12 ' ' Slope of Roof(Theta) = 18.40 Deg Ht: Mean Roof Ht = 14.00 ft Type of Roof = Hipped RHt: Ridge tit 17.00 ft Eht: Eave Height - 11.00 ft OR: Roof Overhang at Eave= 2.00 ft Roof Area = 9666.00 ft^ 2 Bldg Length Along Ridge = 99.50 ft Bldg Width Across Ridge= 70.50 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Strictures (Nat. Freq`.>1 Hz) use 0.85 - 0.65 Gust Factor Category TI Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15:23•�t lzm: Cc*(33/Zm)^0,167 • •= 00 0900:9 Lzm: 1*(Zm/33)^Epsilon ':.' Ao 427.06•lt • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 : 0%Q..0 •000:0 Gust2: 0.925*((.1+1.7*lzm*3.4*Q)/(1+1..7*3.4*lzm)) 9009• 0.879 0 • 999:0; •0000• Gust Factor Summary " " • ' '•• 9999 • • Not a Flexible Structure use the Lessor of Gustl or Gust2 •••'= 0.005 9 999. • • . 000000 0600 6600• Table 26.11-1 Internal Pressure Coefficients for Buildingsq,,*Wi '••••' •••••• GCPi Internal Pressure Coefficient +/-0.18- /-0.15 • • 9 9 6 • : •00006 Figure 27.4-1 External Pressure Coefficients ; •66.66 ' 000000 Cp - Loads on Main Wind -Force Resisting Systems 0', • " " • ' ' Page 2 MECANlnd 'Version ,1.1.0 ASCE 7-10 Developed by WCA .Enterprises, Inc. Copyright 2014 �•iw:.-.mecjenterpr�ses.eo_m Date : 18/8/2414 Project No. : RbF Company Mame : Designed By :Santiago Aranegui, P.E. Address Description :Wind Load Calculation - FrontDoor City Customer Name :Mrs. Valentina Gutchess state: Proj Location :9389 NE 13th Avenue, Miami, FL 33138 File Location C:\Program Files\MECAWind\Default.wnd 2: ------- - ---Roof Roofnot -, .boom i 1 l t 9 J.t _` 21 1 1 ;2 ; C p•�`b ''til q, ,f�....^d r`. 1 *'° �, 1 t ♦ 11 2 - EarsHipRoof �fe-:4 7 < 8 <= Z7 a a, Wind Pressure on Components and Cladding (Ch 30 Part 1.) All pressures shown are based upon ASD Design, with a Load Factor, of, .6 •••••• Width of Pressure Coefficient Zone "a" = 5•y6 Ct, • ••+•�• Description Width $pan Area Zone Max Mia Ma*q? *Min j�•••+ • ft ft ft^2 GCp GCP Psoo:** w •••• •••••• ----------------------------------------- Door 6.00 6.67 40.0 4 i_-�r++'r----- • 0.89 -0.9936.44 • :••••: • • Door 6.00 6.67 40.0 5 0.89 -1.19 3% 4$,•-46.:1•••• •••••• •••• ••••• Khcc:Comp. & Clad. Table 6-3 Case 1 ...•$• 0.805000" .85• • Qhcc:.00256*V"2*Khcc*Kht*Kd ; •=; 33.04 p6f ••••*: COt1MTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidadegap/economy All American Millwork, LLC 1950 NW 70th Ave Miami, FI.33126 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Series "Model' Outswing glazed Wood Doors-I..M.L APPROVAL DOCUMENT: Drawing No. 12-104.1, titled "Series Outswing Glazed Wood Door", sheets 1 through 13 of 13 prepared by Engco Inc., dated 02/08/2013 signed and sealed by Pedro M. Figuai�edA P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of AccoRtancemumer and* • • •; • expiration date by the Miami -Dade County Product Control Section. • • • • • • •• MISSILE.... IMPACT RATING: Large and Small Missile Impact Resistant . ...... ..... Limitations: .... ; .... ; 1. See Design Pressure (DP) per Model Type in sheets 1, 4 and 6. See water Ratings'natec der shw V*and • • • • • framing anchoring installation per sheet 10.000000 • • 2. When doors are mulled to Transom and or Sidelite(under separate NOA(s)), lower Dsfgn PresSQ.... VR ..... ating shall apply to entire assembly. •' • •' • ' . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name pr logo, city=fe'A.nd series and following statement: "Miami -Dade County Product Control Approved", notrad 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 revises & renews NOA # 12-0607.04 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED = _ NOA No. 12-1205.05 Expiration Date: December 06, 2017 Approval Date: February 14, 2013 Page 1 All American Millwork, LLC A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 12-0607.04) 2. Drawing No.12-104.1, titled "Series Outswing Glazed Wood Door", sheets 1 through 13 of 13 prepared by Engco Inc., dated 02/08/2013 signed and sealed by Pedro M. Figueiredo, P.E. B. TESTS (Submitted under file # 12-0607.04/ 074828.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with kV- drawings and installation diagram of Outswing Glazed & Opaque Wood Doors w/ Si elite & Transom, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 6-4076 & HET146-4077, both dated 03/07/07, signed and sealed by Rafael E. Droz-Seda, P. E. and along with marked --up drawings and installation diagram of Outswing Glazed & Opaque Wood Doors w/ Si elite & Transom, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 6-4065A (TAS 202) & HETI-06-4065B (TAS 201/203) both dated OCT 19, 2006, signed and sealed by Rafael E. Droz-Seda, P. E. 2. Additional issued by Hurricane Engineering & Testing, Inc., Test Report No. HETI-04- 1924 dated 11/03/04, HETI-04-1925 dated 02/08/05, HETI-04-1926 dated 08/17/05, and TI -05-1941 dated 11/11/05, all signed and sealed by Rafael E. Drop Sella, P. E. C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, complyin ''with FBC-9 7UQ7, • • .......... prepared by EngCo, Inc., dated 07/15/10, signed and sealed by Pq qn. De Fi.gu..eiredo, P.E. (Submitted under file # 07-0828.02)""" 2. G1 .... . Glazing complies w/ ASTME-1300-02 & -04 • 00604 • • • • ..... D. QUALITY •• SURANCE •••••• •••• ••••• . . •• •••• •••••• 1. Miami Dade Department of Regulatory and Economic Resources ().FB ). • • E. MATERIALi CERTIFICATIONS . . ...• . . ... 1. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass Int' , AGlasfarp. bc. fot - • • • : their"Safety-Plus H laminated glass", expiring on 08/17/13. ..:. 2. Notict of Acceptance No. 12-1009.02 issued to Oldcastle Building Envelope (N.J.), Inc. for thc it "Storm Glass interlayer w/ PET core", expiring on 12/11/13. F. STA TEME S 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by ENGCO, dated 02/06/13, signed and sealed by Pedro M. De Figueiredo, P.E. 2. Lab comp Rance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0607.04, expired on December 06, 2012. 2. Test proposal # 03-0708 dated 12/18/2003, approved by BCCO. 3. Door panel distribution agreement between Exclusive Wood Doors & All American Miles rk, LLC dated 12/07/12, signed by Fernando Nisenbaum and Nelson Wax, on behalf of respective companies. -AN haq L Chanda, P.E. Product Control Examiner NOA No12-1205.05 Expiration Date: December 06, 2017 Approval Date: February 14, 2013 E-1 GENERAL NOTES: FLORIDA BUILDING CODE 2010 HVHZ LARGE b SMALL M15SILE IMPACT RATED I - CODE: THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE PBC 2010 INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2- DEFINITION: THIS PRODUCT 15 AN OUTSWING WOOD TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE 4 SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRE55URM AND LIMITATIONS STATED IN THIS APPROVAL, 3- POSTING: WT5IMNG WOOD DOOR LARGE A SMALL MISSILE IMPACT RE515TANT ALL AMERICAN MILLWORK U.C. - MIAMI - FLORIDA DADE COUNTY PRODUCT CONTROL. APPROVED° 4- L OA05: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-1 O AND PROVIDED BY A PROFESSONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES HIRE IN SPECIFIED. THE DESIGN PRESSURES. AS DETERMINED FROM A5CE 7-1 O ARE TO BE MULT(PIP BY 0.6. 5- MATERIAL.• ALL WOOD AND GLAZING PARTS TO BE A5 SPECIFIED ON THIS APPROVAL G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL Be A5 SPECIFIED IN THE CURRENT SET OF DRAWINGS. 7- U5E: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT S TO BE ATTACHED INSURING PROPER ANCHORAGE 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED 70, LOCAL CODE REQUIREMENTS, DESIGNED PRE55UR25 ETC. 7.3- THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8- DISSIMILAR MATERW5: MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL, THAT COME IN CONTACT W M OTHER D15NMIL4R MATERIALS SHALL MEET THE R=AKE CNT5 OF 2010 FLORIDA BUILDING CODE, TABLE OF CONTENTS: MODELS TYPE I MUM 75 1/4'---1 [--MAXIMUM 82 3/8'--4 i ---MAXI MUM 75 1 MODEL A MODELS MODEL C ELLIPSE DOOR FULL ARCHED DOOR SQUARE FRENCH DOOR DP= *76 PSF DP= t75 PSF DESIGNED LOADS AND DETAILS FORDETALLS REFER TO FOR MODE. S DETAILS REFER TO: REFER TO: SHM 2 d13 SHEET 3 o113 SHEET 4 of 19 �MAXIMUM 44 1/2'� SIDELITES AND TRANSOM SIDELITES AND TRANSOM LOVER DESIGNED PRESSURE SHALL CONTROL LOWER DESIGNED PRESSURE SHALL CDVTRLL 154 3/4' MAXIMUM 121 3/8' MAXIMUM _ Fr - g n L�/ o \L� r, r,II I ill 118 II III II II lull II 8 II III a- III II II II III B II II III q II II • : •SHEET $ oM3 AND SARA ik j • Ilil IIl DDmR D 1111 Til III ill 01 II •�11 ••• • 16•i1 n SDR � 01 it II 8111 II L c J 11 l 1 1118 Illi III LL� J it o o co OL03 m \ 0 n P s \ m >_ MODEL C1 • DESIGNED LOADS -*75 PSF a ILD 271/2 SHEET S d13 a DIA 27 \ /xi \ • / \ :!: • / �1 I MODEL A MODELS MODEL C ELLIPSE DOOR FULL ARCHED DOOR SQUARE FRENCH DOOR DP= *76 PSF DP= t75 PSF DESIGNED LOADS AND DETAILS FORDETALLS REFER TO FOR MODE. S DETAILS REFER TO: REFER TO: SHM 2 d13 SHEET 3 o113 SHEET 4 of 19 SEE SEPARATE NDA FOR �MAXIMUM 44 1/2'� SIDELITES AND TRANSOM SIDELITES AND TRANSOM LOVER DESIGNED PRESSURE SHALL CONTROL LOWER DESIGNED PRESSURE SHALL CDVTRLL 154 3/4' MAXIMUM 121 3/8' MAXIMUM _ Fr - g n L�/ o \L� r, r,II I ill 118 II III II II lull II 8 II III a- III II II II III B II II III q II II • : •SHEET $ oM3 AND SARA ik j • Ilil IIl DDmR D 1111 Til III ill 01 II •�11 ••• • 16•i1 n SDR � 01 it II 8111 II L c J 11 l 75 1/8 1118 Illi III LL� J it o o OL03 s \ MODEL C1 SQUARE SINGLE SWING -OUT DOOR DESIGNED LOADS -*75 PSF FOR MODEL Cl DETAILS REFER TO: SHEET S d13 SEE SEPARATE NDA FOR SEE SEPARATE NOA F13R SIDELITES AND TRANSOM SIDELITES AND TRANSOM LOVER DESIGNED PRESSURE SHALL CONTROL LOWER DESIGNED PRESSURE SHALL CDVTRLL 154 3/4' MAXIMUM 121 3/8' MAXIMUM _ Fr - g n L�/ o \L� r, r,II I ill MODEL D ,o / je �)� LL"�� %� y7, I 8 IIL J1 If — _ = II it II LQ flit HE Al DOOR WT SIDELITE & TRANSOM • ••• Dap *761P" • g n L�/ o \L� r, r,II I ill 118 II III II II lull II 8 II III w °' MDDEL III II II II III B II II III q II II • : •SHEET $ oM3 AND SARA ik j • Ilil IIl DDmR D 1111 Til III ill 01 II •�11 ••• • 16•i1 II 8 11 111 � 11 II 11111 SDR III 8 II If IllB II II II J • 8� 3Z8 • • • it it II 8111 II L c J 11 l 75 1/8 1118 Illi III LL� J it MODEL D MODEL E DOUBLE ARCH S1MNG OUT DOOR DOOR WT SIDELITE & TRANSOM • ••• Dap *761P" • ••• DP-SMEET4OF 13 • •FOR MOD®L D •PIAN.• REFERTOP • • FOR DETAILS REFERTO: • : •SHEET $ oM3 AND SARA ik j • • SHEET 6 d 13 AND SEPARATE NOA • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.:(305) 255-7783 FAX :(305) 255-6613 WWW. ALLAMERI CANN I LLWM. C13M WWW. 9pw8ALLANERIC"ILLl11 x CUM PRODUCT: OUT5WING GLAZED WOOD DOOR COMBO OF GLA55 /WOOD PANEL. OR GLASS ONLY LARGE 4 SMALL MISSILE IMPACT RATED ENGCO INC. tee: 5595 ORANGE OF. 201 DAVIE, FL. 33314 Td.: (954) 585-0304 WWW.E NGOOM.COM DE F cegaF�Fiq .52609 OF 1'5P" FEB 0 8 ?013 — blemer0" Pedro De P:"redo - PE 52609 MN!"ADEBCCI: DATE: 0206/2013 SCALE: NA DESIGN BY: PPMP SHEET DRAWING #: I OF 13 1 12-104.1 TYPICAL ELEVATIONS x w T -1 a tl/ jj! w a O LL J / \ LA O d J O Wo fU 19 20 C3 1+)p p ZQ N18 K IB (0 1., q 2A O V' W Ei ru 18 4.5 78-25 S !9 o B 72 3/4' DOOR OPENI -75 1/4' FRAME WID' PAIR ELLIPSE DOOR SHEET DETAILS 8 A, B, B I , 132, C 9 F F1 H, HI K 1C D MIN. WOOD SPECIFIC GRAVITY = .63 TYPICAL FRAME ANCHORAGE I IATANCMA ORS 2 P OCD y WC pG SPP t2 x 3 I K 4 CLUSTER OF 2 �36 3/8'__ 1 DO �j 38 7/8' FW SINGLE HALF ELLIPSE DOOR Il 5 ANCHORS --H AT 3' OC 13 ANCHORS SPA AT MAX. 7 1/21 PAIR ELLIPSE DOOR 3 MODEL A ELLIPSE SWING—❑UT DOOR SINGLE DOOR (MAX. 36'X97') PAIR DOOR ( MAX, 73' X97' ) DESIGNED LOADS PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE 7 ANCHORS SPACED AT MAX. 7 1/2' LIC SINGLE HALF ELLIPSE DOOR (4) 4X4XO.093 THICK BRASS COATED STEEL HINGES ATTACHED WITH (B) VIOX1' FHSMS. LOCK 6 IWE SAL 0190 • • • • •• •MULTI -Pp 7 ` 1S jMjKf2 ML1g1 AS7370, FIVE POINTS ACTIVE WITH 3/4° THROW, ONE EAQii AT LIE J�ID Its. ND•-r4F.E EN%AGING INTn THE INACTIVF t.FAF, AND INSTAI LED WITH ®jCVEQ ji DLE.*D SJRIKE•AT•39i#ROM THE BOTTOM INACTIVE STILE <20) LOCCK`ET) USING KVF K13DEL AS7000, TWO POINT LOCK ENGAGING INTO HEAD AND SILL WITH OF•(2)H1) �1HE 3/4S V.iVSTRIKE PI 4JjTtSTHERiE)giO�NGTO THE HEAD BRASS' INSERTNANDILL (3)WITH u10X1 FOHSMSNAT ION T+JH THJ STRIK(611L*TE 6TSELF. • • • . . • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33:26 TEL.,(305) 255-7783 FAX :(305) 255-6613 WW. ALLAMERICANMILLWORK. COM VW. W[R M I MMICAWILLm m4 PRODIKT: OUT5WING GLAZED WOOD DOOR COMBO OF GLASS / WOOD PANEL OR GLASS ONLY LARGE 4 SMALL M55U IMPACT RATED ENGINEERING, ENGCO INC. GA6116 5895 ORANGE DR 201 DAVIE. FL. 33314 Tel.: (954) 585-0904 WWW.ENGCOINC.COM olive j/ 52609 *[t IT BTA OF 0 $ 2 �.N•AN� .�t1�,�� Ergmw Seal Fades De Kg=mb - PC 52609 MIAMI-0ADe BCCO: �� se Rsrl, DATE: 02/=2013 SCALE: NA DESIGN BY: PPMP 5HEET I DRAWING #: 2 OF 13 12-104.1 TYPICAL ELEVATIONS PAIR ARCH DOOR m -f— SINGLEHALF ARCH DOOR MODEL B ARCHED SWING—OUT DOOR STNGLF DOOR (MAX. 40'X107') PAIR DOOR (MAX. 78'X107') PD= +75 PSF, -75 PSF -(WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE m 1, ��40';Wj ' SINGLE FULL ARCH DOOR MIN. WOOD SPECIFIC GRAVITY ..s3] SHEET DETAILS 8 A, B, B1, B2, C 9 F. F1 H Hl K 10 D Al TYPICAL FRAME ANCHORAGE U a o HINGES <18> (4) 4X4XO.123 THICK STEEL HINGES COATED W/ BRONZE ATTACHED WITH CS) *IOX1' FHSMS. V1 p>i LOCK ACTIVE SASH <19>• MULTI -POINT LOCK SYSTEM, Kry MODEL AS7370, FIVE POINT ACT IVe WI#16 8/46THYOW, !NE EACH• A/ • S � \ • A/ • • • • • • • HANDLE AND A STRIKE AT 39' FROM THE BOTTOM. •0 • see •• • ID INACTIVE STILE <20>1 • • • • COME KVF MODEL AS7000, TWO POINT INACTIVE INTO HEAD AND SItL WITH•3%4' THROW. .��oo THE STRIKE PLATE AT TOP CONSISTED OF A STEEL PLATE 2XBX1/4' THICK WITH TWO HOLES WITH STEEL I I to A I THERE WERE TWO STRIKE PLATES AT THE BOTTOM EACH 1.25 X 2X .):5 1HICI�tITH S•(€EI.141F 1-I'OR •• •�• 41 SPACED AT MAX LOCK BAR TO ENGAGE. • • • • • • • • • 2 11 1/2' OC • • • • • • • • • N z m B Ia 18 m N Lqd (AD 7!i5l16 Z = awL- N aC3 OC ¢m w w is ( rc to 19 N w C aO Cw vOC3� pm++ T 00 o a m n�1) ° FAVIAL C 4..5 ( n\� W In PAIR ARCH DOOR m -f— SINGLEHALF ARCH DOOR MODEL B ARCHED SWING—OUT DOOR STNGLF DOOR (MAX. 40'X107') PAIR DOOR (MAX. 78'X107') PD= +75 PSF, -75 PSF -(WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE m 1, ��40';Wj ' SINGLE FULL ARCH DOOR MIN. WOOD SPECIFIC GRAVITY ..s3] SHEET DETAILS 8 A, B, B1, B2, C 9 F. F1 H Hl K 10 D Al TYPICAL FRAME ANCHORAGE U a o HINGES <18> (4) 4X4XO.123 THICK STEEL HINGES COATED W/ BRONZE ATTACHED WITH CS) *IOX1' FHSMS. V1 p>i LOCK ACTIVE SASH <19>• MULTI -POINT LOCK SYSTEM, Kry MODEL AS7370, FIVE POINT ACT IVe WI#16 8/46THYOW, !NE EACH• • • S � AT HEAD AND SILL AND THREE ENGAGING INTO THE INACTIVE LEAF. AND INSTALLE• WPTHQ1 Lt VE* • • • z • • • • • • • HANDLE AND A STRIKE AT 39' FROM THE BOTTOM. •0 • see •• • ID INACTIVE STILE <20>1 • • • • COME KVF MODEL AS7000, TWO POINT INACTIVE INTO HEAD AND SItL WITH•3%4' THROW. .��oo THE STRIKE PLATE AT TOP CONSISTED OF A STEEL PLATE 2XBX1/4' THICK WITH TWO HOLES WITH STEEL I an •T-A"j INSERT FOR LOCK BAR TO PENETRATE. THE PLATE WAS INSTALLED USING (6)1/031' WOOD SCREWS IN A STAGGERED PATTERN._ t 4 ANCHORS THERE WERE TWO STRIKE PLATES AT THE BOTTOM EACH 1.25 X 2X .):5 1HICI�tITH S•(€EI.141F 1-I'OR •• •�• 41 SPACED AT MAX LOCK BAR TO ENGAGE. • • • • • • • • • 2 11 1/2' OC • • • • • • • • • • • SINGLE HALF ARCH DOOR ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• •• • •• •• ••• • • ••• • • 11 ANCHORS AT MAX, 12'12C CLUSTER OF 4 ANCHORS AT 3'OC L 9 ANCHORS SPACED _ AT MAX. 11 1/2' OC 4 7 PAIR DOOR 5 4 ANCHORS AT MAX. 12' CHORS 4 SPACED 2 ATMAX. 11 lic SINGLE FULL ARCH DOOR ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL. -(305) 255-7783 FAX !(305) 255-6613 WWW. ALLAKERICANMILLVORK. CDN "StPPCRTBAI.LAHERIC"IIIVDM(. C®9 PRODUCT: OUT5WING GLAZED WOOD DOOR COMBO Of GLA39 / WOOD PANEL OR GlAW ONLY LARGE 4 SMALL McSILE IMPACT RATED ENGCO INC. (l B:I6 8595 ORANGE DR. 201 DAVIE, PL. 98814 Tel.: (954) 585.0304 www.ENGCpWC.COM .52609 8 OFAt ty RI 8 8 2 r4v 5�eal Pedro De P wrodo - PE 52609 MIAMI -RADE BCCO: DATE: O?J0G/2013 5CALC: NA DESIGN BY: PPMP 5HEFT I DRAV✓ING 4: 3 OF 13 12-104.1 TYPICAL DOOR ELEVATIONS SHEET DETAILS 8 A, B, 131, B2, C 9 F F1 H H1 K 10 D SINGLE DOOR TYPICAL FRAME ANCHORAGE 5 ANCHORS AT 9 ANCHORS AT MLAX� 1�5 1/8'OC 3. AX. 15 1 /8' OC__ I I F �... i LO i w CC f Q 19 cm I U hU ¢C Qo Ln = CLUSTER OF 3 i - m ANCHORS AT 3' OC a^ 16'�J p _II W/ � -1-11 1 1 1 1 1 t_ MODEL C SQUARE SWING -OUT DOOR SINGLE DOOR (MAX. 36'X96') PAIR.DOOR (MAX.72'X 96') HARDWARE OPTION 1 PD= +75 PSF, -75 PSF - (WATER INFILT, EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE OPTION 2 Pd= +55, -60 PSF (ALL LOCKS ENGAGED) Pd= +20, -16 PSF (PRIMARY LOCKS ONLY) HARDWARE SCHEDULE - ❑PTI❑N 1 PD= +75 PSF, -75 PSF - (WITH WATER INFILTRATION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) HINGES <18): (4) 4X4XO.123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) #10X1' FHSMS. LOCK ACTIVE SASH <19>- • • • • MULT1-POINT LOCK SYSTFM, KFV MODEL AS7370, FIVE POINTS ACTIVE 4V 3/4-_7SRO• • ONE EACH AT HEAD AND SILL, AND THREE ENGAGING INTO THE INACTIVE LEAF? j ND flTAILE: WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. • • • • • • • LOCK INACTIVE STILE <20>, LOCKED USING KVF MODEL AS7000, TWO POINT LOCK ENGAGING INTO HEAD AND SILL WITH 3/4' THROW. • ••• • • • • • 3 J�---- 1 I ANCHORS AT MAX. 10 I /2.00 PAIR DOOR 3' 3' ANCHORS A MAX. 8 5/8' OC SINGLE DOOR MIN, WOOD SPECIFIC GRAVITY - .53 HARDWARE SCHEDULE - OPTION 2 DESIGNED LOADS = +55 PSF, -60 PSF CALL LOCKS ENGAGED> DESIGNED LOADS = +20 PSF, -16 PSF (PRIMARY LOCKS ONLY) HINGES <18>: (4) 4X4XO.123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) #10X1' FHSMS. Lj)C A IVE ILE <19>, • •D D SOLT EMTCK 08455 GRADE 3. LATCH EMTEK #8100 GRADE 3 (PRIMARY LOCK) • •(ea HAGiER SURFACE BOLT 276D ATTACHED W/ (4) #10X1 3/4' SMS AND A 1/4' SHIM •LOCK•INRCTM STILE <20>� (2) W B F 24' FLUSH BOLT MODEL 2000 -XX -1010 (PRIMARY LOCK> �V♦i'L THIS HARU•PRE SCHEDULE CAN HE USED WITH ALL OTHER DOOR MODELS LIMITED TO THE •DESIGNEIP LOAD HIRE IN SPECIFIED, MAXIMUM DIMENSIONS AND ANCHOR SPACING. ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL. -(305) 255-7783 FAX :(305) 255-6613 WW. ALLAMERICANMILLWORK. COM VA SYPMR&LAMERICAMIILLVtO( CDA OUT5WING GLAZED WOOD DOOR COMBO OF GLASS / WOOD PANEL OR M 55 ONLY LARGE F 5MALL MISSILE IMPACT RATED ENGCO INC. c.e 18 5595 ORANGE DR. 201 DAVIE, PL. 33314 To., (954) 585-0304 w ww.eNGCVMC.C.OM 100y/Hlpaq„ DE F/ 4 // �Fsy .52609 it * Tt a OF 0 8 20 3 aur 5aW Pedro Do Me-aredo . PE 92609 MW+PN-DADE DCCO, boom* iha >:lzduL 401, Nkmdd 4 •d DATE: 02/06J2013 SLE: NA D291GN BY: FFMP 5MEET DRAVVING #: 4 OF 13 12-104.1 / 16 18 A u` z cu a �. e/ D �B LO w exa CL a-1 i1 N A Z r3 N Q C 19 K W Q ly s m as co ,e B 455 to fe � �-72 5/8' DDDR OPENING-- PAIR DWR 75 1/8' FRAME WIDTH SHEET DETAILS 8 A, B, 131, B2, C 9 F F1 H H1 K 10 D SINGLE DOOR TYPICAL FRAME ANCHORAGE 5 ANCHORS AT 9 ANCHORS AT MLAX� 1�5 1/8'OC 3. AX. 15 1 /8' OC__ I I F �... i LO i w CC f Q 19 cm I U hU ¢C Qo Ln = CLUSTER OF 3 i - m ANCHORS AT 3' OC a^ 16'�J p _II W/ � -1-11 1 1 1 1 1 t_ MODEL C SQUARE SWING -OUT DOOR SINGLE DOOR (MAX. 36'X96') PAIR.DOOR (MAX.72'X 96') HARDWARE OPTION 1 PD= +75 PSF, -75 PSF - (WATER INFILT, EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE OPTION 2 Pd= +55, -60 PSF (ALL LOCKS ENGAGED) Pd= +20, -16 PSF (PRIMARY LOCKS ONLY) HARDWARE SCHEDULE - ❑PTI❑N 1 PD= +75 PSF, -75 PSF - (WITH WATER INFILTRATION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) HINGES <18): (4) 4X4XO.123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) #10X1' FHSMS. LOCK ACTIVE SASH <19>- • • • • MULT1-POINT LOCK SYSTFM, KFV MODEL AS7370, FIVE POINTS ACTIVE 4V 3/4-_7SRO• • ONE EACH AT HEAD AND SILL, AND THREE ENGAGING INTO THE INACTIVE LEAF? j ND flTAILE: WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. • • • • • • • LOCK INACTIVE STILE <20>, LOCKED USING KVF MODEL AS7000, TWO POINT LOCK ENGAGING INTO HEAD AND SILL WITH 3/4' THROW. • ••• • • • • • 3 J�---- 1 I ANCHORS AT MAX. 10 I /2.00 PAIR DOOR 3' 3' ANCHORS A MAX. 8 5/8' OC SINGLE DOOR MIN, WOOD SPECIFIC GRAVITY - .53 HARDWARE SCHEDULE - OPTION 2 DESIGNED LOADS = +55 PSF, -60 PSF CALL LOCKS ENGAGED> DESIGNED LOADS = +20 PSF, -16 PSF (PRIMARY LOCKS ONLY) HINGES <18>: (4) 4X4XO.123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (8) #10X1' FHSMS. Lj)C A IVE ILE <19>, • •D D SOLT EMTCK 08455 GRADE 3. LATCH EMTEK #8100 GRADE 3 (PRIMARY LOCK) • •(ea HAGiER SURFACE BOLT 276D ATTACHED W/ (4) #10X1 3/4' SMS AND A 1/4' SHIM •LOCK•INRCTM STILE <20>� (2) W B F 24' FLUSH BOLT MODEL 2000 -XX -1010 (PRIMARY LOCK> �V♦i'L THIS HARU•PRE SCHEDULE CAN HE USED WITH ALL OTHER DOOR MODELS LIMITED TO THE •DESIGNEIP LOAD HIRE IN SPECIFIED, MAXIMUM DIMENSIONS AND ANCHOR SPACING. ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MANUFACTURER: ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL. -(305) 255-7783 FAX :(305) 255-6613 WW. ALLAMERICANMILLWORK. COM VA SYPMR&LAMERICAMIILLVtO( CDA OUT5WING GLAZED WOOD DOOR COMBO OF GLASS / WOOD PANEL OR M 55 ONLY LARGE F 5MALL MISSILE IMPACT RATED ENGCO INC. c.e 18 5595 ORANGE DR. 201 DAVIE, PL. 33314 To., (954) 585-0304 w ww.eNGCVMC.C.OM 100y/Hlpaq„ DE F/ 4 // �Fsy .52609 it * Tt a OF 0 8 20 3 aur 5aW Pedro Do Me-aredo . PE 92609 MW+PN-DADE DCCO, boom* iha >:lzduL 401, Nkmdd 4 •d DATE: 02/06J2013 SLE: NA D291GN BY: FFMP 5MEET DRAVVING #: 4 OF 13 12-104.1 SEE SEPARATE NOA F7R SIDELITES AND TRANSOM tLOWERDES!CiNED PRISSURE SHALL CONTROL 1541 137 3/4°MAX. 75 1/8`�r37 3/4° IT--__====== FF==—�1 llr==-71llllr-------��illlr--�ll� II II II IIII II II IIII II II II 11 II II IIII II II IIII II II II IL=_=J111LL� —IJ TIL—.JI 911 KF, - -71 II 11 11 111 Hill II II II Hill III II IIII i; II 11 III H III II IIII 11 II II III DDDR OPENING 111 11 II Il APPLICABLE FOR IIII1 II 11 111 NDDELS C DR Cl N H 11 11 II II III � Ill II II Il II II II III III 11 II II II �� III III II it II Lt =J, IIIL===4j11 II III 1 III II TYPICAL ELEVATIONS MODEL E SQUARE DOOR W/ TRANSOM/SIDELITE DESIGNED LOADS - SEE MODEL C & Cl SHEET DETAILS 8 A B, BI, B2. C 9 F, F1, H, H1, K 10 D SEPARATE NOA FOR SIDELITES AND TRANSOM R DESIGNED PRESSURE SHALL CONTROL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ELEVATIONS MODEL D DOUBLE ARCH SWING -OUT DOOR DP= t75 PSF MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33IRG TEL, -(305) 255-7783 FAX :(305) 255-6613 VW. ALLAMERICANMILLWDRK. CDM M. STIP WALLKRIC"ILLM CD4 OUT5WING GLAZED WOOD DOOR COMBO OF GLASS / WOOD PANE. OR GLASS ONLY LARGE 4 SMALL MALE IMPACT RATED ENGINEERING: ENGCO INC. 5555 ORANGE DR 201 DAVIE, PL. 33314 Tei.: (554) 5455-0304 WWW.ENCCMC.COM 11 t. M' 6ENSF!N/ 4 ' o.52 9 IS OF !t 0 S Z�it� peer 5-01 Pedro De Mgmredo - PE 52609 MIAMI -DADS BCCO: DATE: 02�G=13 SCALE: NA DE51GN BY: "MP 5HEET I DRAWING A: 5 OF 13 12-104.1 MIN. WOOD SPECIFIC GRAVITY =.,53 j B A .n z z a 0' uJ O (4 ) uj9 N C 4z C] )9 V Q � W )B � a` N \ T 1B fa, B 01 J 111 f 42' DO 44 FW TYPICAL ELEVATIONS TYPICAL FRAME ANCHORAGE MODEL C1 SQUARE SWING—OUT SINGLE DOOR (MAX. 42'X96') PD= +75 PSF, -75 PSF - (WATER INFILT, EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION HARDWARE SCHEDULE HINGES <18>: (4) 4X4XO.093 THICK BRONZE COATED STEEL HINGES ATTACHED WITH (8) 410X1' FHSMS. LOCK Ar LOCK <19>: MULTI POINT LOCK SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE W/ 3/4' THROW, ONE EACH AT HEAD AND SILL, AND THREE ANGAGING INTO STRIKES LOCATED AT THE JAMB, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. A 11/4'X2' X 1/8' THICK STEEL STRIKE PLATE WITH A REINFORCING BRASS INSERT WAS ATTACHED TO THE 14EAD USING (1) 910X2 3/44- V00 ,C �YV BRASS INSERT WAS INSTALLED INTO THE SILL TO RECEIVE THE LOCK BAR USING A 4177 I�9 �E — • • SASH PANEL OPTIONS r r r r r r E18 ®® r r r r r ® ® ® ® r r r 103S 1045 105S 107A 107S 108A 103A 104A 105A 107E 108E 103E 104E 105E r r r r ®® L 1�1 ®IBt • - • 1105 ills 112S 113S 114S IIOA IIIA 112A 113A 114A IIOE 111E 112E 113E 114E WATER INFILTRATION EXCEPMONS DOOR ASSEMBLIES INSTALLED IN NONHABITABLE AREAS OR INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH/HEIGHT EQUAL OR MORE THAN 1, DO NOT NEED TO MEET THE TEST FOR WATER INFILTRATION. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • OVERHANG-__�— ,� OHI.- OVERHANG LENGTH OHH- OVERHANG HEIGHT MANUFACTURER, ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL. <305)255-7783 FAX (305) 255-6613 WW. ALLAIERICANMILLVORK. CON V& UPERTKLAMMICUILLOK ON OUT5WING GLAZED W000 DOOR COMBO OF Olt GLA99 ONLY GLA551 WOOD PANEL LARGE 4 5MALL MWLt IMPACT RATED ENGINEERING. ENGCO INC. cA,. 5595 ORANGE DR 201 DAVIE. PL. 33314 TU.: (854) 585-0304 WWN.ENGCOINC.COM DE F j4 �r�44�`lFC Fo •mss 2608 , * I* 0 8 gir 2�f19w�„».» Enreer 5eei rt** De Prado - PC 52609 MIAMI.DADE BCCO: DATE: 02!06/2013 5CALE; NA DE51GN BY: PPMP 511PET DRAVANG 1i: G OF 13 12-104.1 SHEET DETAILS •• ••• •• 8 _ A, B, B1, B2 C 9 F, FI, H, IHR, K 10 D • ••• • SASH PANEL OPTIONS r r r r r r E18 ®® r r r r r ® ® ® ® r r r 103S 1045 105S 107A 107S 108A 103A 104A 105A 107E 108E 103E 104E 105E r r r r ®® L 1�1 ®IBt • - • 1105 ills 112S 113S 114S IIOA IIIA 112A 113A 114A IIOE 111E 112E 113E 114E WATER INFILTRATION EXCEPMONS DOOR ASSEMBLIES INSTALLED IN NONHABITABLE AREAS OR INSTALLED UNDER AN OVERHANG WITH RATIO LENGTH/HEIGHT EQUAL OR MORE THAN 1, DO NOT NEED TO MEET THE TEST FOR WATER INFILTRATION. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • OVERHANG-__�— ,� OHI.- OVERHANG LENGTH OHH- OVERHANG HEIGHT MANUFACTURER, ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL. <305)255-7783 FAX (305) 255-6613 WW. ALLAIERICANMILLVORK. CON V& UPERTKLAMMICUILLOK ON OUT5WING GLAZED W000 DOOR COMBO OF Olt GLA99 ONLY GLA551 WOOD PANEL LARGE 4 5MALL MWLt IMPACT RATED ENGINEERING. ENGCO INC. cA,. 5595 ORANGE DR 201 DAVIE. PL. 33314 TU.: (854) 585-0304 WWN.ENGCOINC.COM DE F j4 �r�44�`lFC Fo •mss 2608 , * I* 0 8 gir 2�f19w�„».» Enreer 5eei rt** De Prado - PC 52609 MIAMI.DADE BCCO: DATE: 02!06/2013 5CALE; NA DE51GN BY: PPMP 511PET DRAVANG 1i: G OF 13 12-104.1 GLAZING OPTIONS TYPE SA 1 117 COMPOSITE PARTIAL WOOD PANEL MINIMUMBRE:.60` i &V MAHOGANY +IAV PLYWOOD +SW MAHOGANY � I THICKNESS REDUCED TOM AT GLAZING STOPS. PLYYAM.:5PLYWA0EA1.1000D FADE, 00008AO(R80YWMAETYPES1 3RCOMPOSITE WOOD PANEL MTI INIMUM BITE .BO°12' MAHOGANY + 19"PLYWOOD+IAP MAHOGANY THICKNESS REDUCED TO MAT GAZING STOPS. a so TYPESB 0.50 1 M' COMPOSITE PARTIAL WOOD PANEL � 1 8/8� GLASS BITS: Jr IAY MAHOGANY+ S& RED MOOD (SG -Ai)+ g 7!8' 0.010 POLYESTER FILM WA 0.W AIRGAP+$G' MAHOGANY u. THICKNESS REDUCED TO .STAT GLAZING STOPS. A11I W TYPES 718' INSULATED LAMINATED GLA88LAM SAFETY PLUS A GASB GLASS BITE:.80° EXT, I/8"TEMP 4 318° AIR SPACE* IV TEMP+ 0.080 SPO INTERLAYER+3fIr TEMP INT 7/16' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOW 995 STRUCTURAL SILICONE y® IA ARAD NAILS AT I' FROM END AND 3'0C PARTIAL WOOD PANEL PARTIAL WOOD PANEL PET FILM EMBEDDED INTO DOW 995 9, 9A, 9B, STRUCTURAL SILICONE 9C, 9D, 9E AT 9, 98, 9C. 9D, 9E DOW 995 STRUCTURAL SILICONE to F-0 tp lA 2A, 9, 9A, 9C, 9D, DOW 995 STRUCTURAL EXTERIOR SILICONE BRAD NAILS AT I' FROM END AND 3'OC ya EXTERIOR IA• BRAD NAILS AT I' FROM END AND 3'OC 2 nnw 995 STRUCTUR SILICONE PARTIAL WOOD PANEL 9A, 9C, 9D, 9E EXTERIOR BRAD NAILS AT I'• FROM END AND 3'OC 2, EXTERIOR BRAD NAILS AT I° FROM END AND 3'OC NAILS AT 1' END AND 3'OC DOW 995 STRUCTUR SILICONE �m PET FILM EMBEDDED T INTO DOW 995 STRUCTURAL SILICONE AT 9, 9B, 9C, 9D, 9E ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL -305) 255-7783 FAX (305) 255-6613 WWV.ALLAMERICANMILLWORK.C13M WWW. 51110PCRTIMLLAMERICANMILLOK CON PRODUCT: OUT5WING GLAZED WOOD DOOR COMBO Of GLASS / WOOD PANE. OR GLASS ONLY LARGE 8 SMALL MISSILE IMPACT RATED ENGCO INC. LAb116 5595 ORANGE DR. 201 DAVIE, PL. 33314 Tel., (954) 585.0904 WWWX NGCOINC.COM DE F '`ppna•••gog0 0 E Nu7q: �4. .52 9 cw r t"F10 R 1 Opp'+�`��•cr s Flss`'�"�b ao AL Pedro De Prrodp - PE 52609 MIAMI-DADE 5CM DOW 995 STRUCTURAL SILICONE I 1 TYPE BA •• ••• • • • • • VW LAMINATED VENCEVA STORM MAW W/PET CORE L! BY OLDCASTLE BLDG ENVELOPE • STRUCTURAL SILICONE GLASS SRE: M 7/16L'�.�, AT 9C, 9D, 9E 7)18" LAMINATED GA38b4M 3AFVrYI&USI GL486 • 3H8' TEMP + 0.076 VENCEVA INTERLAYER 43A18' TEMP I • I TYPE 8D I 3/4' 7/18' LAMINATED GLABSLAM SAFETY PLUS 0 GLASS • • a 0486 BITE:.S7' 3)16• ANNEALED +0.OW GASSLAM SP ll WTERLAYER+ I H 3/10'ANNEALED TYPE go 3W INSULATED LAMINATED GLA86LAM SAFETY PLUS 0 GLASS GLASS BITE:* Sr TYPE SO EXT. IN TEMP+ 1W AIR SPACE+ 116' TEMP+ 0.116 SPI INTERLAYER+ 1l8" TEMP INT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOW 995 STRUCTURAL SILICONE y® IA ARAD NAILS AT I' FROM END AND 3'0C PARTIAL WOOD PANEL PARTIAL WOOD PANEL PET FILM EMBEDDED INTO DOW 995 9, 9A, 9B, STRUCTURAL SILICONE 9C, 9D, 9E AT 9, 98, 9C. 9D, 9E DOW 995 STRUCTURAL SILICONE to F-0 tp lA 2A, 9, 9A, 9C, 9D, DOW 995 STRUCTURAL EXTERIOR SILICONE BRAD NAILS AT I' FROM END AND 3'OC ya EXTERIOR IA• BRAD NAILS AT I' FROM END AND 3'OC 2 nnw 995 STRUCTUR SILICONE PARTIAL WOOD PANEL 9A, 9C, 9D, 9E EXTERIOR BRAD NAILS AT I'• FROM END AND 3'OC 2, EXTERIOR BRAD NAILS AT I° FROM END AND 3'OC NAILS AT 1' END AND 3'OC DOW 995 STRUCTUR SILICONE �m PET FILM EMBEDDED T INTO DOW 995 STRUCTURAL SILICONE AT 9, 9B, 9C, 9D, 9E ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL -305) 255-7783 FAX (305) 255-6613 WWV.ALLAMERICANMILLWORK.C13M WWW. 51110PCRTIMLLAMERICANMILLOK CON PRODUCT: OUT5WING GLAZED WOOD DOOR COMBO Of GLASS / WOOD PANE. OR GLASS ONLY LARGE 8 SMALL MISSILE IMPACT RATED ENGCO INC. LAb116 5595 ORANGE DR. 201 DAVIE, PL. 33314 Tel., (954) 585.0904 WWWX NGCOINC.COM DE F '`ppna•••gog0 0 E Nu7q: �4. .52 9 cw r t"F10 R 1 Opp'+�`��•cr s Flss`'�"�b ao AL Pedro De Prrodp - PE 52609 MIAMI-DADE 5CM DOW 995 STRUCTURAL SILICONE 7/ 16' •• ••• • • • • • •• PET FILM EMBEDDED • STRUCTURAL SILICONE DATE: OZ/ V2013 AT 9C, 9D, 9E 7)18" LAMINATED GA38b4M 3AFVrYI&USI GL486 • • • I I • • •. • @MLAS8/BPTE, AW •.. • • I I 3/18' HS+CAW 8P 8 INTERLAYER+3118^ HS � TYPE SO 7118' LAMINATED GLASSLAM SAFETY PLUS B MW • • • • • • • • • • 2, GLASS SITE: Ar • • • • • • • • 3118" ANNEALED +0.108 GASSLAM SP II INTErd Arora 3118"eNNFALED • • • • • • • • • • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOW 995 STRUCTURAL SILICONE y® IA ARAD NAILS AT I' FROM END AND 3'0C PARTIAL WOOD PANEL PARTIAL WOOD PANEL PET FILM EMBEDDED INTO DOW 995 9, 9A, 9B, STRUCTURAL SILICONE 9C, 9D, 9E AT 9, 98, 9C. 9D, 9E DOW 995 STRUCTURAL SILICONE to F-0 tp lA 2A, 9, 9A, 9C, 9D, DOW 995 STRUCTURAL EXTERIOR SILICONE BRAD NAILS AT I' FROM END AND 3'OC ya EXTERIOR IA• BRAD NAILS AT I' FROM END AND 3'OC 2 nnw 995 STRUCTUR SILICONE PARTIAL WOOD PANEL 9A, 9C, 9D, 9E EXTERIOR BRAD NAILS AT I'• FROM END AND 3'OC 2, EXTERIOR BRAD NAILS AT I° FROM END AND 3'OC NAILS AT 1' END AND 3'OC DOW 995 STRUCTUR SILICONE �m PET FILM EMBEDDED T INTO DOW 995 STRUCTURAL SILICONE AT 9, 9B, 9C, 9D, 9E ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL -305) 255-7783 FAX (305) 255-6613 WWV.ALLAMERICANMILLWORK.C13M WWW. 51110PCRTIMLLAMERICANMILLOK CON PRODUCT: OUT5WING GLAZED WOOD DOOR COMBO Of GLASS / WOOD PANE. OR GLASS ONLY LARGE 8 SMALL MISSILE IMPACT RATED ENGCO INC. LAb116 5595 ORANGE DR. 201 DAVIE, PL. 33314 Tel., (954) 585.0904 WWWX NGCOINC.COM DE F '`ppna•••gog0 0 E Nu7q: �4. .52 9 cw r t"F10 R 1 Opp'+�`��•cr s Flss`'�"�b ao AL Pedro De Prrodp - PE 52609 MIAMI-DADE 5CM DOW 995 STRUCTURAL SILICONE Pbak t� PET FILM EMBEDDED INTO DOW 995 STRUCTURAL SILICONE DATE: OZ/ V2013 AT 9C, 9D, 9E SCALE: NA DESIGN BY: PPMP 5HEE7 I DRAWING #- 7 OF 13 12.104,1 TYPICAL IEXTERIOR CAULK GE 1000 ti TYPICAL EXTERIOR CAULK GE 1000 SEE FRAMING ANCHORAGE DETAILS ON SHEET 10 BY OTHERS - 1X OR 2X PT WOOD IF REQUIRED X: 5 SCHLEGAL Q-LON QED -650 DETAIL A HEADER 2 GLASS OR GLASS/ PARTIAL WOOD PANELS SEE SHEET 7 DETAIL B SILL USE OF ALTERNATE B1, S2 IS ACCEPTABLE 2 SCHLEGAL Q-LON QED -650 I-----DUOR OPENING ( SCHLEGAL Q-LON QED -650 GLASS ORI \I GLASS/WOOD PANELS SEE SHEET 7 EXTERIOR 1 DOUR FRAME YIWH o GLASS OR W 111 I SEE GLASSSH ETIA7 WOOD PANELS TYPICAL • • • • • Et(TER6 0 •• ••• •• • • • • \SEE FRAMING ANCHORAGE DETAILS • ONSWEET 1D ••• • ••• ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DETAIL B2 SILL SCHLEGAL Q-LON W QED -650 6A SEE FRAMING ANCIiORAGE DETAILS ON SHEET 10 EMBED. 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CA6116 5595 ORANGE DR. 201 DAVIE, PL. 33314 TU.: (954) 585-0304 WWW.EN000tNC.COM No 2608 8TA OF 9 $ 21i1��.inaNd EMgvur Saw Pedro De FlVwredo • PC 52609 MIAMI -DADS BCOO: DATE: 0 210 6/20 1 3 SCALE; NA DESIGN BY: PPMP SHEET DRAWING #: 80P 13 12-104.1 AIDE M1 -, JAMS/ SIDELITE IIIAp A 1 v EXTERIOR U GLASS OR I -GLASS/ PARTIAL WOOD PANELS ENGINEERING: SEE SHEET 7 DETAIL F1 ENGCO INC. ua116 i i DOOR TRANSOM SEE SHEET 7 8898 ORANGE DR 201 L-31_\ • I I DAVIE, PL. 33314 l J T / DETAIL F a I I L, Vi I W WEATHER STRIPPING OPTIONS. 1- SCHLEGAL O-LON QED4180 �p�N DE P� �7ZZ7Z I -14 r rFh– __SEF SEPARATE NIIA _� ! _—SEE SEPARATE NOA_ IOR SIDELITE FOR SIDELITE IfABiI� DETAIL H JAMB/ SIDELITE I MOUI DING THERMATRU WTFB68/80 INTERIOR LJ L1 EXTERIOR SEE SEPARATE WA FOR SIDELITES AND TRANSOM J ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA-• 33126 TEL.:(305) 255-7783 FAX :005) 255-6613 VVV.ALLAMERICANMILLWORK.CEIM WIN &MTMLLKRICAWILL0K CIN OUT5WING GLAZED WOOD DOOR COMBO Or GIA98 / WOOD PANEL, OR GlAss ONLY LARGE 4 SMALL MWLE IMPACT RATED LOWER DESIGNED PRESSURE SHALL CONTROL DECO MOULDING GLASS OR GLASS/ PARTIAL ENGINEERING: WOOD PANELS ENGCO INC. ua116 SEE SHEET 7 8898 ORANGE DR 201 J • • DAVIE, PL. 33314 l J T / DETAIL F Tel.: (954) 585-0304 Www.ENGCDINC.COM DOOR TRANSOM WEATHER STRIPPING OPTIONS. 1- SCHLEGAL O-LON QED4180 �p�N DE P� 2-THERMATRU W FS68180 4 I Iuj o. 62608 I I �¢ CL a I I I I N3 SS OR GLASS/ PARTIAL ZF� ORIS • w D PANELS *SEESHEET 7 FED E '' S�CNAL ZEngMear sealPedro SEE SHEI T 7 De Piqua do - PE 52609 MIAMI -RADE BCCO:EXTBRIDIOR • • • 3, • • a a GLAS ❑�3 • G /WT PANEL. S • St HEE7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DETAIL K OOR INTERMEDIATE RAIL S OR GLASS/ PARTIAL PANELS SEE SHEET 7 DATE: O2/OMO 13 SCALE: NA DE51GN Bn PPMr SHEET I DRAWING k: 9 OF 13 12-104.1 Z • • • C9 GLASS OR ••• • GLASS/W:JGD PANELS SEE SHEI T 7 •• • • • • • • • a a GLAS ❑�3 • G /WT PANEL. S • St HEE7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DETAIL K OOR INTERMEDIATE RAIL S OR GLASS/ PARTIAL PANELS SEE SHEET 7 DATE: O2/OMO 13 SCALE: NA DE51GN Bn PPMr SHEET I DRAWING k: 9 OF 13 12-104.1 MANUFACTURER: DOOR HANDLE ALL AMERICAN DETAIL I MILLWORK LLC MEETING STILES INTERIOR THERMATRU 1950 NWFLORIDAVENUE 33126 WTFB68/80 TEL.:(305) 255-7783 4 FAX (305) 255-6613 3A VVW. ALLAMERICANMILLWDRK. CDM VW. &PPp 9gI. 0ICA6MILLWM( COM WEATHER STRIPPING OPTIONS: 1- SCHLEGAL Q-LON QED6ft 2-THERMATRUWTFBWW EXTERIOR =22A157X2 1/4' GRABBER STREAKER FINE THREAD TRIM HEAD SCREWS SPACED AT 9. OC `4 < FRAME WIDTH MAX. i/4' (FW) FRAMING ANCHORAGE DETAILS ° fU OPTION 2 Lr cu EXTERIOR MAX. �1 FRAME MOUNTED WITH MAXIMUM 1/4' SHIM AND W Q n' 1 1 /4' MAX. MAXIMUM IX PT CONTINU13US WOOD SPACER FRAME WIDTH 1/4' SECURED BY 1/4' TAPCONS BY 1TW BUILDEX WITH (FW) a 1 1/4' MIN. EMBEDMENT INTO MASONRY (JAMBS) OR INTO 3000 PSI CONCRETE. FOR INSTALLATION INTO METAL STRUCTURES USE 1/4-20 HWH GRADE FRAME WIDTH MAX. (FW) 1/4' • • • ' •1� N aei° ru5 SDS (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FDR r .• p I 1/4' (U ANCHORS QTY. AND LAYOUT) 1X BUCK TO BE PROPERLY DESIGNED BY OTHERS. `4 < FRAME WIDTH MAX. i/4' (FW) ° fU Lr cu EXTERIOR MAX. �1 W Q n' 1 1 /4' OPTION 1 • • . t° • ..4• FRAME MOUNTED DIRECTLY INTO SUBSTRATE WITH • • • • • MAXIMUM 1/4' SHIM AND 1/4' TAPCONS BY ITW • • • • • ' •1� N aei° BUILDEX WITH 1 1/4' MIN. EMBEDMENT INTO • • .• p MASONRY (JAMBS) OR INTO 3000 PSI CONCRETE ° w t4 (REFER TO ELEVAIIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) • EXTERIOR ••• ° • ••• o • •• ••• i • i i • EX9ST4QJNG • •STlUL+TUR • • • • • : • ••• • • • • ••• • • • • • ••• • • • •• •• •• • •• • • •• • ••• 0 • OPTION 4 FRAME MOUNTED DIRECTLY INTO METAL STRUCTURES WITH MAXIMUM 1/4' SHIM 1/4-20 HWH GRADE 5 SDS INTO MIN.1/8' A36 STEEL OR 6063-T6 ALUMINUM. (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR ANCHORS QTY. AND LAY -OUT) jEXISTING STRUCTURE EXTERIOR 2X BUCK FULL BEARING BY OTHERS OPTION 3 FRAME MOUNTED DIRECTLY INTO 2X PT WOOD BUCK (SG>=0.55) WITH MAXIMUM 1/4' SHIM AND SECURED BY 414 SS WOOD SCREWS OR 1/4' TAPCONS WITH 1 1/2' MIN. EMBEDMENT. (REFER TO ELEVATIONS IDV SHEETS 2 THROUGH 6 FOR ANCHORS DTY. AND LAY -OUT) 2X BUCK TO BF PROPERLY DESIGNED BY OTHERS, FRAME WIDTH 1/4' 1/8, Min. OUT5WING GLAZED WOOD DOOR COM80 OF GLA98 / WOOD PANEL OR GLA95 ONLY LARGE b SMALL ML9w %&ACT RATED ENGINECRMG: ENGCO INC. CAST 16 5595 ORANGE DR 201 DAVIC. PL. 33314 Td.: (954) 585-0304 WWW.EN0001NC.CQM ,dpi �N D•DD�a•Fz�aa° s 4�CENg N 52609'e FEB 8 2013 Pedro De MV&redo - PC 52609 MIW-DADS BCCO: DATE: 02/06/2013 SCALE: NA DESIGN 5Y: PPMP 51"ET I DRAWING@: 10 OF 13 12-104.1 FRAMING COMPONENTS I- 4 563--{ A- 0 o�Ln N O TYPE 6 DOOR HEADER AND JAMBS WINDOW HEADER, JAN89 AND S61 LAMINATED OR SOLD WOOD 2. 975 �( 2. 395 I m 0, MAHOGANY -\ 0 j D _L TI -----5. 370---� TYPE 6 -DOOR THRESHOLD LAMINATED OR SOLD WOOD 3/4 PT TYPESA-DOORTHRESHOLD LAMINATED ORSOUO WOOD wo UM • AL�]L" 00: • • • • • 0. 62A TYPE 1- GLAZING STOP SASH COMPONENTS TYPE4-ASTRAGAL LAMINATED OR SOLID WOOD -1. 813 625 N -� I. 188 TYPE 2 - RALST4E LAMINATED OR SOLID WORD 0.625 188 lu 10 O 0 • • z • TYPES • ••• • ••• I • ••• ENDURA ALUMINUM THRESHOLD • • • • • �• • • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPES -INTERMEDIATE RAIL HORIZONTAL !VERTICAL LAMINATED OR SOLID WOOD N I VARIES �1 0. 62A TYPE 1- GLAZING STOP LAMINATED OR SOLID WOOD TYPE 4A - GLAZWGSTOP LAMINATED OR SOLID WOOD N fn0 TYPE 2A - RA6JSTIE LAMINATED OR SOLI) WOOD 17 1. 11 3 0 400 0, 325 0 0.325 0 0 z i N r1 0 TYPE 3A - INTERMEDIATE RAIL HORIZONTAL /VERTICAL LAMINATED OR SOUR WOOD ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL.:(305) 255-7783 FAX :(305) 255-6613 WW.ALLAMERICANMILLWORK.COM WY. T@N.LAtlER1C"ILLORCOM OUT5WING GLAZED WOOD Door COMBO OP GLASS / WOOD PAN21. OR CAAW ONLY LARGE A SMALL MISSIIP IMPACT RATED ENXO INC. r1 oI 5595 ORANGE DR. 201 DAVIE, PL. 33314 Tel.: (954) 585-01904 YAWEN0001NC.COM DE F%N' .52609 o yt tit S OF 04R+"6��ttcr. FEB $ 201�°y� •,«••••��n rngmeersem Pedro De Rgue:rodo - PC 52609 MIAMI -DADS BCCO: I�aAlo ��AriP4•� R•'�O� �li'AudOdr DATE: OZOG2013 SCALE: NA DE51GN BY: PPMIP SHEET DRAWING # I I Of 13 1 12-104.1 SASH 2A/3A ASSEMBLY < 1, 5/8' X5 6 ( 1) 1 /4' X5' STEEL REINFORCING BOTS VERTICAL TYPICAL I/2'DIAM x 5` STILES WOOD DOWELS WITH 2 3/4' PENETRATION INTO HORIZ. RAILS TOP RAIL p INTERM. VERT. STILE INTERM. RAIL lomm Li J aez za Da 1- F] aD DD as w Ile g a i •%lG•i-ol •• I NTEF VEI STI SASH 2/3 ASSEMBLY :1) 5/8'X5 L (1> ]/4°X5' STEEL REINFORCING BOLTS VERTICAL TYPICAL 1/2'DIAM x 5' STILES WOOD DOWELS WITH 2 3/4' PENETRATION INTO HORIZ. RAILS TOP RAIL 05, 'gPng (]> 5/8'X5 & (]) ]/4°XS` STEEL REINFORCING BOLTS MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL .(305) 255-7783 FAX ,305) 255-6613 WW. ALLAMERICANMILLVORK. COM WN. Z107MAMERICAMILLax CON OUT5WING GLAZED WOOD DOOR COMBO OF MASS/ WOOD PANEL OR MAW ONLY LARGG 45MALL MOBILE IMPACT RATED ENGCO INC. CAe 5595 ORANGE DR 201 DAVIE. PL. 33314 TW.: (954) 585-0304 WWW.CN0001NC.COM DE Z N .52609 o OF ct FEB B 20s %��'� Pedro De Rgmredo - PE 52609 MIAMI-OADE SCCA, 4sommwil��lW 1 �I2o •C'S_ DATE: 02106/2013 SCALE: NA DE51GN BY: PPMP 5HEET DRAWING N: 12 OP 13 12-104.1 ! BOTTOM RAIL �•• • • • • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I NTEF VEI STI SASH 2/3 ASSEMBLY :1) 5/8'X5 L (1> ]/4°X5' STEEL REINFORCING BOLTS VERTICAL TYPICAL 1/2'DIAM x 5' STILES WOOD DOWELS WITH 2 3/4' PENETRATION INTO HORIZ. RAILS TOP RAIL 05, 'gPng (]> 5/8'X5 & (]) ]/4°XS` STEEL REINFORCING BOLTS MANUFACTURER ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE MIAMI- FLORIDA- 33126 TEL .(305) 255-7783 FAX ,305) 255-6613 WW. ALLAMERICANMILLVORK. COM WN. Z107MAMERICAMILLax CON OUT5WING GLAZED WOOD DOOR COMBO OF MASS/ WOOD PANEL OR MAW ONLY LARGG 45MALL MOBILE IMPACT RATED ENGCO INC. CAe 5595 ORANGE DR 201 DAVIE. PL. 33314 TW.: (954) 585-0304 WWW.CN0001NC.COM DE Z N .52609 o OF ct FEB B 20s %��'� Pedro De Rgmredo - PE 52609 MIAMI-OADE SCCA, 4sommwil��lW 1 �I2o •C'S_ DATE: 02106/2013 SCALE: NA DE51GN BY: PPMP 5HEET DRAWING N: 12 OP 13 12-104.1 TYPICAL CORNER FRAMING CONSTRUCTION 7/16'X 5' V STAPLES '-WOOD GLUE AT ••• •A4 UDJNTS* a •• •y6, GM,* 63 •i ••• TiC*TLW*CI • • J ••• • ••• SLI Nt4� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • L BILL OF MATERIALS ALL AMERICAN MILLWORK LLC 1950 NW 70th AVENUE Ni ANI- FLORIDA- 33126 TEL.'(305) 255-7783 FAX : ( 305) 255-6613 YVV, ALLAR-IR)CANMILLVMC CDM YIN. &MTVALLAM:RICAW1U.6K CdA OUTSWING GLAZED WOOD DOOR COMBO OF GLASS / WOOD PANEL OR GLASS ONLY LARGE 4 BMALL MWLE IMPACT RAT® ENGCO INC. CA8116 5595 ORANGE DR. 201 DAVIE. PL. 33314 Tel., (954) 585.0304 WWW.ENCWINC.COM Q 4 .5 6 TE OF 04 OR 00to �slONAL 08 p M.,...�" P.ngmeer Seal Pedro De Fwperodo • PE 52609 MIAMI -DADS 5=0, I DATE-.OZ110=2013 I 5CALE: NA DESIGN BY: PPMF 5HEEf I DRAWING #: 13 OF 13 12-104.1