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WS-14-2503 �a 0, Miami Shores Village BuildingDepartment NJ b, 0i 14 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Y`_ INSPECTION LINE PHONE NUMBER:(305)762-4949 — FBC 20(0 BUILDI G Master Permit No. 11�I�� PER T APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l*bO A)W qZ S City: Miami Shores County: Miami Dade Zip: ��lg Folio/Parcel#: 19 a 11011® OIL- OOZ&V Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 564TA�t&D PAhI.6L Phone#: Address: 13® Alda/ 91 6k City: 0. b6,C5 State: FC- Zip: 3395® Tenant/Lessee Name: A /A Phone#: Email: 15?JLLE.R & C&P,A)I✓,+I- .earj CONTRACTOR:Company Name: hone Address•. C2. 2pZl�© �l ,,�/ �' City: State: / if ZZip: ���� Qualifier Name: ;41" Phone#: 7� �7' l State Certification or Registration.#: (���fes;; Certificate of Competency#: t f/ DESIGNER:Architect/Engineer:' —Phone#: � Address: City: State: J&Zi Value of Work for this Permit:$ "0"0 Square/Linea�Footage Work: Type of Work: ❑ Additi Alteration ❑ New // eplace ❑ Demolition Description o rk: 41 DAAkxl r� Specify color,'.0f color thru tile: Submittal Fee$ J Permit Fee$ - ca� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ R �� (Revised02/24/2014) Bonding Company's Name(if applicable) ° Bonding Company's Address t City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature e L� Signature a AL-1 OWNER orAGENT C RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this --�_day of pRY 20 ILI by 51 day of 20 by L �MLwho is personally known to ho is personal) known to me or who has produced as me or who has produced �L.— j_,, as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �O. 1�4Sign: Print: Print: ko— Tu r^ NQS � t� Seal: :o`'�r La;< KYLE PURCHAS Seal: ;-•., � ., a°'.1l `F+' KYLE PURCHAS =• ` '' '•f MY COMMISSION#FF08M.M MY COMMISSION#FF0fs(Ns3t3 EXPIRES December 29.2017 :'ryow �°• EXPIRES December 29.2017 407)398"Ot63 Florldallo Servicx.com APPROVED BY �� t C Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 4f W.695769 W... certificate of Authorization:29578 •• • 197..W..2366 FX•-• 1cb1t3&@buT1dingdrops.c'U"*.!' Product Evaluation Report .::::. :::::• Of .. .. .. .. ...... JELD-WEN, inc. .•• ••••• :....: Energy Saver/Contour Wood Edge Opaque Steel Ot'tswing..::'* ' Door w/ or w/o Sidelites ,for Florida Product Approval FL# FL Report o. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Oumving Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD-WEN, inc. ```�111111I11t,// 3737 Lakeport Blvd. ���ES.F.,. p ii��', Klamath Falls, OR. 97601 1 X4/1 O Prepared by: 7 ' Hermes F. Norero, P.E. -p Florida Professional Engineer#73778 ; 'p- 0 V✓ Date: 05/01/2012 .�, XN Contents �� Evaluation Report Details Pages I 5—4 ���is/ONAI.� %����� 1111111 Digitally signed by Hermes F Norero,P.E. Hermes F. Norero,P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17.42:30-04'00' BUILDING DROPS FL*: A Perfect Solution in Every Drop Date: 05/01/2012Repcj j Nj(;,,035 Certificate of Authorization:29578 • • • •9•.•• •• • • • • 0000•• • Manufacturer: JELD-WEN,Inc. • woo •0009• Product Category: Exterior Doors '....' :""' ..... ...... . . ..... Product Sub-Category: Swinging Exterior Door Assemblies . . . . ...... Compliance Method: State Product Approval Rule 9N-3.005(1)(a) ...... . . •9•••• Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or ev/o Sidelites 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E. (FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero,P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris r b s p otection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 J BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 cr Certificate of Authorization:29578 Rept J% �2035 Quality Assurance: The manufacturer has demonstrated compliance of door.arj0;kcts in Accordance with the Florida Building Code and Rule 9N-3.005(3)for mameacturirng under a quality assurance program audited by an approved qualitya9surance entity through:•- National Accreditation&Management Institute,Inc.(F8CP�0nizatLdh V(SJA178M** .. .. .. .. ...... . . . . ...... Performance Standards: The product described herein has been tested per: • TAS 201-94 sees • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date:11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) Hermes F. Norero,P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Repdn Act.,2035 Certificate of Authorization:29578 • • ••• Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: '....' :""' ••••• A. For two by(2X)wood buck substrate, use#10 Wood Screw t9P;1A$tallatipTr anQiors dF•'•• sufficient length to achieve a minimum embedment of 1.50"lAtc fhe woodgu6strate." . . . ...... B. For concrete or masonry substrate where one by(1X), non-st uctwll,wop6'If eking is, employed,use 3/16"diameter ITW Tapcon type concrete screw arkhors of-60focient length to achieve minimum embedment of 1.25"into concrete or masonry.•• C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure xx,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No.73778 Page 4of5 BUILDING DROPS FL#: RA\ A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 RepcQ j;, j;.2035 Installation Method ••• •• • JELD-WEN, inc. •..... ••.•• ..... Energy Saver/Contour Wood Edge Opaque Steel Ot ing.:..•: Door w/ or w/o Sidelites ...... .' 4.50°TYP. 16.41°TYP. • .00°TYA•••i• ••.••• 3.00"TY. 00°TYP. 13.41°TYR 5.00° • • y_ 12.509 • 3.00° .00°TYP. 6.00°TYP. T1P. •••• 6.00° IYP. ••• 1YP..•••• 7yp. .00" 00°TYP. 00°TYP. 74 6 TYP. I II I I I I III III 1 I I I II I 6 TYP. I 1 11 1 III I 1 5 5 SPACES SPACES 13.85" ® 13.85" - 3.00" 3.00" .00"TYP. 00°TYP. 12.125° 3.00°TY. 7.00"TYP. 7.00°TYP. 7.00"7YP.TYR TYR 4.50°TYP. 9.00"T1P. 3.00°n 6.58° 6.00"TYR 6.00" 3.0� 0°TY. .00°TYP. 6 TYP. I 11 III I I I I II I 6 TYP. 5 - - - - 6 SPACES SPACES ® 11.54° ® 13.85° I 1 1 1 I I I 1 I I 1 00"TYP. kI 8.58° 3.00" 7.00"1YP. TYP. TYp, Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5 i L' ••� M IAMUMDE MIAMI-DADE COUNTY e PRODUCT COMV I.%SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY • 11805 SW 2�street,Roont 20&•• AFFAIRS(PERA) '•.' Miami,Florida 33175-2474•' BOARD AND CODE ADMINISTRATION DIVISION T(7110.Ui-2590:'x"tea's)315-2S%%:. NOTICE OF ACCEPTANCE (NOA) •••:•e*w miamittade. oy�ar�,; Cure-A-Tech Corporation - -.0900 ._~' • 930 West 23`d street •••• ••••• Hialeah,FL 33010 •••••• ••••• .. .. .. .. ...... SCOPE: •••••• •' This NOA is being issued under the applicable rules and regulations governing th use ofco&Uur,Iion """ materials.The documentation submitted has been reviewed and accepted by Miami-Dade County.PERA+.... Product Control Section to be used in Miami Dade County and other areas where allowed byft,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. PERA 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 11925"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W07-104,titled"S-925 Aluminum Single Hung Window", sheets 1 through 4 of 4,dated 12/13/07,with revision A dated 04/17/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#08-0107.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0507.04 M u Expiration Date: February 14,2015 �h/// Approval Date: August 02,2012 J� Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0006.. 6 . . 666666 .. . . . 6 0000.. A. DRAWINGS 006606 •••••• 0000.. 1. Manufacturer's die drawings and sections. 6 6 0 0 6 0 :0000: 2. Drawing No W07-104, Sheets 1 through 4 of 4,titled"S-923•Aluminurri Single HUM•• Window", dated 12/13/07, with revision A dated 04/17/12, ' Od by-11-Fdrooq 0000' Corporation, signed and sealed by Javad Ahmad,P.E. 0 6 6 6 0 0 6 0 0 0 0 6 6 6 0000.. 0000.. B. TESTS •••••• 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.6 ;••• 6 6 0 0 2)Uniform Static Air Pressure Test,Loading per FBC TA'3 202-94 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 a series 5-925 aluminum single hung window,prepared by Fenestration Testing Laboratories,Inc., Test Report No. FTL-5412,dated 12/03/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA#08-0147.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al-Farooq Corporation,dated 04/16/12,signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Soiutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated April 16,2012, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5412, issued by Fenestration Testing Laboratory, Inc., dated December 7,2007,signed and sealed by Carlos S. Rionda,P.E. (Submitted under prevtaars NOA#08-0107.03) G. OTHER 1. Notice of Acceptance No. 08-0107.03,issued to Cury-A-Tech Corporation for their "Series 925 Aluminum Single Hung Window—L.M.I.",approved on 02/14/08 and expiring on 02/14/13. Manuel Vnr V P.E. Product Control, x finer NOA No. 11-10507.04 Expiration Date: February 14,2018 Approval Date: August 02,2012 E-1 r S3 iJ8'WINDOW WIDTH 1/8"H.S. GLASS 48 1/8' Q O.L.�.(I=) I Gi �I d,® 090'INTERLAYER Lr F7 FALSE HUNTINS p 15`FLA%. h S�U L� CSWACE APPLIED)I EHEAD SQL a MAYROLL FORMED ALUMINUD p, IL GLAZING BFAO 1 J8'H.S.GLASS P•i�I �• DOW CORNING 995 S 2m 0 •� tD n n e it —r If � Z � _GLAZING DETAIL u n � u „ C 4 M, /SU �zn FW� 48 118' i mu. D.L. OPO.MQQ $ 50 1/4' I �S VENT WIDTHI OMi U3 TYPICAL ELEVATION 0 1 OVER 1 TESTED UNIT 0 oN B SERIES-825 ALUM SINGLE $UNG WINDOW (L M.I.) NOTES: DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • • CHARTS SHOWN ON SHEET 2. REQUIREMENTS OF THE FLORIDA BUDDING CODE INCLUDING HIGH VELOCITY HHURRICANE ZONE(�Z)• •• •i ••i i i i•i •• o SHUTTERS ARE WINDOWSESE NOTREQUIRED.REQUIRED.RATED R LARGE MISSILERRIISSILE IMPACT. WOOD RICKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER �;• •i •• ••• i i •• _ LOADS TO THE STRUCTURE. LW"'j. ,PROINIC'FRBVMD o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS gscomplyl�wDblboFlalOs i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Fl G pY BalWotg Code = OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES • v ••• AoCepynaeN• OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ,�II ARE NOT PART OF THIS APPROVAL. " I i • • *� 5 A LOA)DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD • ANCHORS ONLY. �`' ••: •lowing nfl. • 1'' `• sheat t of 4. •i•i • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 EQUAL LITES WINDOWS UNEQUAL LITB9(ORM TYPO WINDOWS DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY- PEP �•+� 1 COMPARATIVE ANALYSIS CHART COMPARATIVE ANALYSIS CHART WINDOW DIMENSIONS W/SHRAR CLIP W/0 SHEAR CLIP DIMENSIONS W/SHEAR CLQ W/O SHEAR CLIP z 0 � WIDTH HEIGHT W.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT. (-) EXT.(+) INT. (-) 1" FS 19-1/8• 71LO 70.0 70.0 70.0 19-1/8° 70.0 70.0 70.0 70.0 7 C ` 26-1/2" 26' 70.0 74180-8/8°0 70.0 70.0 26-1fY 70.0 70.0 70.0 70.0 37' 0.0 70.0 7410 70.0 37' 70.0 70.0 70.0 70.0 0 42' 70.0 70.0 70.0 704 42' 70.0 70.0 704 70.0 V 83-1/8 70.0 70.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 11 w m 19-1/a' 70.0 70.0 704 70.0 83-1/8 70.0 70.0 69A 69.0 O a 28-1/2° 70.0 70.0 70.0 70.0 19-1/8' roA Tao 70A 70.0 •m 38-s/e• 37' 704 70.0- 704 70.0 28-1/2" 70,0 70.0 70.0 70.0 j 42" 70.0 70.0 70.0 7410 3T 58° 70,0 70.0 70.0 70.0 aaI 53-1/870.0 70.0 70.0 70.0 42' 7410 70.0 70.0 70.0 6 0 19-1/8' 70.0 70.0 70.0 70.0 _ 46' T0.0 70.0 70.0 70.0 28-1/2' 704 70.0 70.0 70.0 19-1/8' 70.0 _70.0 70.0 70.0 50-Sf8° 37" 70.0 *70.07 70.0 26-1/2° 70.0 70.0 70.0 70.0 42" 70.0 70.0 37" " 70.0 70.0 704 70.0 83-1/8 70.0 64.8 42' 70.0 70.0 704 70.0 t Q 19-1/8" 70.0 M. 7D4 19-1/8" 70.0 70.0 704 7010 a 28-1/2" 704 70.0 28-1/2' 74-1/4° 70.0 70.0 70.0 7410 37' 70.0 70.042- 70.0 88.8 Di u 53-1/6 1 70.0 7410 58.3 58.3 WOOD BUCKS NOT BY CURT/-A-TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE V 18-i/8'° 70A 70.0 70.0 70.0 - ~x BUILDING STRUCTURE. �M 28-1/2' 63, 70.0 70.0 70.0 70.0 0 I n1 37' 70.0 70.0 70.0 70.0 = o< ALICHORS: a� 42' 704 7410 67.0 874 C 83-1/8 70.0 7410 86.6 88.6 41/4" TAPCONS 19-1/a' 70.0 70.0 7410 70.0 INTO 29Y WOOD BUCKS OR WOOD STRUCTURE -� 26-1/2° ro.0 70.0 7a0 70.0 74-1/4' W 1/4' TAPCONS WITH 1-1/2- MIN. PENETRATION INTO WOOD 37- 70.0 70.0 70.0 70.0 42" 70.0 7410 83.1 83.1 THRU 1BY BUCKS INTO CONC. OR MASONRY 53-1/8 70.0 70.0 52.5 52.6 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 11-1/4- MIN. EMBED INTO CONC. OR MASONRY °R B14 SMS OR SEF DRILLING n= (GME 5 CRsI INTO METAL STRUCTURES (0.090' MIN. THICKNESS) ,j (1/4- MAX. SHIM SPACE) IA-SMSOR SELF DRILLING cry •s ••• • • • • • • m = NOTE: • • • • • • • • $ GLASS CAPACITIES ON THIS SHEET ARE INTO DADE COUNTY APPROVED MULUOP� • •• • • • • • ° BASED ON ASTM E1300-04 (3 SEC. GUSTS) (NO SHIM SPACE) • •s • • • • ••• • MIN_ EDGE DISTANCES: t.• ••• •• • • • •• _ p MASONRY m 1 1/4° Y"�' PRODUCTRHVISED °o WOOD 1° 0 �7 ..•' BMdl*Cft 1Th� SEA�vT: METAL = 1/2• ••t A 6• - $ FRAME CORNERS. FRAME SILL INSTALLATION SCREWS, r • •, +t VENT CORNER SEAMS AND FIXED MEETING RAIL AT END ;!' • • $ 8 SEALED WITH 'SCHNEE MORLliEAO SM 8504' SEALANT. •i.. I N9 dEd ig no. OR EQUIVALENT • . • • • YP1CAL AU S• V g SEE ELEV.FOR SPACING METAL STRIMURES ° (STEEL OR AUX 1/8'LAN.THICK) °� ° 1 BY,ROOD 81X2( STEEL:Fy.38 KSI MN. �/ 3 < ALUMINON:8083-T8 MIN. SEE FOR SPACING D�COUNTY APARO" W 1 TYPoCAt.ANCHORSELEo/S. NULUON SEE ELEV FOR SPACING S � Q 0 p n YIAN1-DARE COUNTY APPROVED ^ YULUCM&MULUON ANCHORS I 0 0 SEE NOA ►� WINDOW WIDTH WINDOW WIDTH z t, 4 V08O�T S NOT BY SUSTAIN D• D LO DWS R 8S a © BY OR 2 BY Ir SEE El".FOR VPtCAL�� 1 wow BUCK Z 8,o wa O 8 8 1 O 1,4' m 6 a 7I ° MAX Z � � 1 12 VENT WIDTH a SEE TYPICAL ANCHORSANOELEV RT 4 t3V �1 FOR i R SPACING N Pi SCREENS a+fIONAL 1 _ 1 12 JILL d ° I 1 I I EXTERIOR 3 ��".'°. • I 1 iD.L OPO. t 1 X 8' $/8'X 3' e I wwOOW W1Dftl 1/ m CELL FOAM PAD • i i i ••• i i .0 AT (g� AT EACH VEEP zt.DEXTERIORr o • •• • • • • • L g< 13 2 1 • •• . • • • ••• • 3/16'X 13/4• 1 t .} • • • • • • VEEP SLOTS � � �- �` •• .000 ••• • • • •• ,. AT EACH END \ \ e r.`AWAD�AHM MODUCTRBwaglDmoft •� d 0 4 V • m I •• • • 79 i � • • -104 < I a TYPICAL ANl7i!>RS I 1 t BY OR 2 BY 1. SEE ELEV.FOR SPAM `-- ----------' WOOD BUCK . • •• •• • • • •• •• Y 2.050 V=$ PART/ RRQD. DRSCRU7P10N R9NARH8 V 1 13202 1 FRAME HEAD 8083-75(ALUM) .�2 2 13203 t FRAME SILL 8083-T6(ALUM) 1.� 3 13204 2 FRAME JAM 8083-T8(ALUM) F�A 4 7320$ , MEET"RAIL 8083-T8(ALM `lam Gi FRAME HEAD 5 13405 1 SASH TOP RAIL 6063-T8(ALUIQ O O 8083-ra 8 13404 1 SASH BOTTOM RAO. 9083-TO(ALUM) 1 7 - 2/WUCOW CLASS .. 8 13208 2 SASH SIDE RAIL 9053-TS(ALUM) .Q829 9 - 14 ASSOMY SCREWS P 8 X 1"P.H.PHU PS CRS 1.094 �f 4 1.894 10 C-3088 4/VENT FACE W=2/SHOE NYLON Q n 1t ZAMAK 2/VENT SASH LATCH AT 5-1/4°FROM ENDS _ �M m 12 3017-0 AS RECD. FIN SEAL PILE _ Odan 1.046 O t3 C-3011 AS RECO. WEATHER SIRP BULB VNM �y 14 - AS RECD. SUCOKE BACK HMO= OH 10 SEAL=OR EOUAL w OMEETING ReIL 15 - AS R EQD. (RAZING BEAD ROLL FORMED ALUM. 4 6083-TO I 18 2 MM&TACKLE BALANCE t7 - AS READ. SHEAR CUP 8083-T8(ALLEN) .884 1.082 Z 1.800 � O L.31a —' SASH TOP RAIL 3 8 o A 9 N Q ® 8083-TS / Z Wo 0 1.824 D a _ � 13 '— 1.� v 1 oea— as O ,� �R x o SASH 801MM RAIL / O 8063-T8 . .240 082 FRAME CORNER DETAIL .050 2.173 !HEM GLIA �_ 17 86g3_rg VENT CORNER DETAIL c m .750 •• ••• • • • • • • ° r1-2.062 r1.1281 •• •i ••i i i %: •• °< �lll. • • • • • • • • 00 O 6083-T5 .082 YUfa .� �I1L'f R •: covaplyhv"ago 1 .692 `q +' i!1 � 0 Qty I age !� .062 b12 • •t t • I • • • • 2 � 208win no. 9 ,SASH SIDE RAIL FReuE�Me • !.� • • • Vl07—9 04 O 6063-78 • • • • • • • • • • ••• • • • ••• • • ilk- - 6{ Florida Departrneritd SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search Busine (Psia, " "PPro"a'sI I Regulation 2rodud Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15558 • Application Type New Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Q Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Iaamath Falls,OR 97601 (541)205-1171 garyr@jeld-wen.com Authorized Signature Gary Rollinson fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Emall 3737 Lakeport Blvd 14amath Falls,OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies ••• • •••••• Compliance Method Certification Mark or Listing •• • •••••• •••••• Certification Agency National Accreditation&Management InstttK**• • • • • Validated By National Accreditation&Management Institute, • • • • so Referenced Standard and Year(of Standard) Sfandard •Aar ••e s• • TAS 201 a W94 • :••••• • TAS 202 ••••1914 000 • TAS 203 1994 *see Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products t FL# Model,Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL15558 RO C CAC NIO11082.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure:WA Installation Instructions Other.Refer to installation Instructions S-2104 for sizes, FL15558 RO II S-2104 SS.Ddf configurations,design pressure ratings,and installation details. Verified By: Hennes F. Norero, P.E. Florida P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL15558 RO AE PER2035 SS.Ddf Created by Independent Third Party:Yes Back Naxt Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not Pant your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department wkh an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Acceptss SNCUrt A1lTmICS 8.8888 000800 • 0 • • • • • • •• • 0000.8 000968 0000•• • • 0000•• 0000•• • • • 0000 0000•• 0000• 0000 0000• • • 0000•• 8 • 8 0••00• 0 as •8 •• 8 • 8 0000.0 •8.8•• • • • • • • 0000•• • • • • 0000•: • • 8 0000 8 •• 0 8 0000 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN ,Exterior Doors Certification No.: N1011082 " 3737 Lakeport Boulevard Certification Date. 05/01/2012 �N�. N Klamatb !Falls,OR 97601 Expiration Date: 08/311201.5 r t � r Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites(wood frame) L ' ` Specifications Tested To: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertitication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X OIS Opaque 1 312"x 6110" +6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0".x 6'8" Installation Details: 5-2104 14 OX/XO O/S Door-Opaque 415"x 6110" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 310"x 618" Sidelite DLO:6"x S13"(1/8"Tempered Glass) Installation Details: 5-2104 1-8 OXO O/S Door-Opaque I 5110"x6,110" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 618" Sidelite DLO:6"x 51"(118"Tempered Glass) Installation Details: S-2104 1-8 XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8^ Installation Details: S-2104 1-8 OXXt3 Q/5 Doo�s;O�laquj I'l l'.x j'rP" +57/-57 8.55 psf Door-Yes CTLA-696W Double w/Sidelltes. Sidelites-G!treelP :•* •. Sidelites-No Max Panel Size: 3'0"x 618" • • •• Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) ••• •• • Installation Details. 5-2104 1-8 National AccreditatwI&Managgmedt Xnstitple,DwJ4794 George Washington Memorial Highwayfflayes,VA 0 • tel: (804)6%4-5124/F'ax: (804)684-5122 . • NA1F1:AgTI•1OJ4ZED SIGNATURE: • J 74.5'MAX OA FRAME WIDTH 7025'MAX OA FRAME IN EN® Steel .875'TAP. .125' .75° 75'MULL 15.5'MAX O.A. 38.625'MAX OATYP• BAR TW. 9DELf1E FRAME WIDTH PAW WIDTM 36'MAX OA .875' 36°MAX OA 14'MAX OA AMSYSAVfWWMOURB'-'=0EOGEOPAOffSTEELOI//SWOIfG W/A%RArAL PANEL WIDTH TAP. PANEL WIDTH PANEL WIDTH MACTOOORUAVISWTAf&WITMOUTSTOBJIES 1> 1D> o R 9+ GENERAL NOTES F INACTIVE ACTK® ® ® ® ® ® Z m o 1 6°MAX Z t]C A 1. THIS PRODUCT iS DESIGNED TO COMPLY WITH THE MOM FLORUA BUILDING �. �• 6 OA D.L.O. Z a N CODE AND HiGH VELOCITY HURRICANE ZONE INW'REWBt�NiS WIDTH W 2 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER MAX. �• $ LOADS 1D THE STRUCTURE PANEL PANEL &3.125° C 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATIONHEM SHAL -A DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL L BE BEYOND WALL 9 �� 9 t0lAAX �� C DRESSING OR STUCCO. Biz. 8125° D.LO. 4.SEE TABLE 1 ON THIS SHEEP FOR DESIGN PRESSURE RATINGS MAX, MAX HEIGHT 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR Wir ZONES SEE OA ® OA THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MAUI-DADS HEIGHT HEIGHT APRROVED IMPACT RESISTANT SHUTTERS. 7. ML4MI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED 2 FOR SIDELRES go 8 SDELf1E5 ARE AN OPRON AND CAN BE USED IN A SINGLE OR DOUBLE 'moo CONFlGUPA110M p x c SINGLE QUISWING IMPACT v �z 0.825" A 0.75° 0.625' A B UNIT fOXO) y/NON-IMPACT � Q SIDFJITES VIEWED FROM EXTERWR IlESmL3VTNL INSUTATED STEEL DOOR(Can=mag hmrm=am) DOUBLE owmc;IMPACT UNIT A-1 GOMPONENTCONSTRUCTIONS: 37.75'MAX OA VfEWEDFROM EXTERIOR 875' 107'IMAX OA FRAME WIDTH 155'MAX OA a�Z Face sheets:24 ga.(0.0201 mkdmum thictmess.Galvanized Steel A-525 FRAME WIDTH TAP. WELITE FRAME WIDTH opo m commecid quality-AKDQ per ASTM 620 with average minimum yield 36'MAX OA 36.625'MAX OA .36"%1 14'MAX OA v� Strength Fy(ave.)=24,600 psi. .875'TAP. PANEL WIDTH PANEL WiDTHWIDTH PANEL WIDTH PANEL 8 Cars Expanded polystyrene with 1.0 to 125 Ihs./Cf dendly,by W/A5fRAG4L 1 m JELD-WEN,INC � aiM o Door Panel Construction:the aetive and inactive panels are carratrueted from e g 24GA. (0.020'min.)galvanized steel The face sheet tops and bottoms are Wt 90'over the top and bottom raffs. The top LVL rat measures 1.67' t6'MAX o a. wide x 1.042'No.The steel bottom rail is rob formed 0.021'galvanized INACiIlE ACiNE OA D.L.O. steel measuring 1.67'wide x 1.21'high. The sides of the face sheet are 80' W. !i WIDTH roll formed onto the LVL latch Mile and Pondemso Pince hinge stile which MAX MAX measure 1.67°x 1.0' The interior cawly is filled with polystyrene. The OA OA face Sheets are glued to the polystyrene. PANED. PANEL 63.125' o Fixed Lite Const:The sash Is constructed from 24Gk (0.020'min.)galvanized HEIGHT HETGM MAX, N w steel.The edges of the face sheet are herd MY over the polystyrene care OA and glued to 8. The siddite panels are routed to receive the 0111.Lip Lb 8125' 6 81.25' ® i D.L.O. o Frames or Phe optional Trim ty Light Frames. (See sheet 7 for glazing MAX C D MAX. G HEiGHT z z detarts.) The lite frames are scaled w/00 glazing cornpourd an the OA Is OA exbedor. FRAME FRAME Frame Construction:The frames are constructed from Pondeoso Pas jambs HEIGHT HEIGHT measuring 1.25'wide x 4.5625'deep.The door and sidefite head jambs 8 8 are mortised and butt joined to the side jambs and attached with(3) 16GA. 2'x 7/16°Crown wire staples.The unite use a standard bump face Pemko • ' threshold measuring 4.041;!77/16' deep x 1.0'high. The threshold is attached to • • • • a�. w w the from With 3 16GA.2'x 7 16'crown wire staples. • • • • • • • • • o S'0 0 DOUBLE OUTSWMG @tPACT y.k+ • • • • ••• 0.75' ItttitlJJJ UM(OXXOI W/NON-O�ACT o^o TASLEOFCONTENiS • O.Ti$' • • 0.625' � F SDaM VIEWED FROM EXTERIOR SM DATION • ••• •• SINGLE OUTSWMG IMPACT UNIT M O ♦ w o v m p �� te 1 GENERALNOTES AND iYTYPICAL ELEYATIONS VIEWED FROM EXT RIOR � TJi 9-11-01 2 VERTICAL CROSS SECTIONS AND BILL Of MATERIALS TABLE 1: Z�:�•••• Da.O pared scams N.T.S. 3 HORIZONTAL CROSS SECTIONS ••• DL90N lINC-Wxx NATER 7 Owe.BY. JWJ 4 HORIZONTAL CROSS SECTIONS AND NOTES ••• • 6 t� * . •:Ar _ • • 5 ANCHORING LOCATIONS AND DETAILS • wb-(L T ?I Ir cwc.ev:S. SAFFELL • • AVAITQ{fit +68 Oal-R1 Psf : 1� = kl: 6 ANCHOR=LOCATIONS AND DETAILS • • • •• - wl� igitally signed by Hermes F Norem,P.E. %O� t(r�� Omnwota mo.: 7 GIAZDiG DETAILS • •• DDII�WN UAOf OA XX0 OlIXO) +57 57 eason:I am approving this doamem v.� \���` BUILDING DROPS,iNC. 5-2104 8 UNIT COMPONENTS WAD AmhOPACf 97FUIES - ate 201205A1 17:51:35-04'00' Phone:407-644-6957 FWEJ; 2e10e Fax:407-644-2366 94r 1 of 8 • • • • • 000 • ••• • • • • • i • i•• 0.•••0. 0.75*MIN. CONCRETE/ 0.75'MIN. CON CI?ETE/ DIST. MASONRY 51 EDGE DISr. MASONRY I WOR SM FACE SHEET VGk�� STEEL 1.50' BY OTHERS 1.50* By OTH 2 FRAME HGA MGER JOINTED WOOD 7_ BEM DE51rRIPRON B f EDGE UN 3 FRAME HINGE JAMB(FINGER JOINTED PONDEROSA PINE) WOOD Q 25 EMB. 19 4 FRAME LATCH JW(FINGER JOINTED PONDEROSA ELNU wow MAX. 19 5 4'x 4'PuTr HINGE 12 a BY HAGDM 6 ig Y f"PF14 WOOD SCREW� SHIM 20 20 STEEI 7 DOOR LATCH STILE LVL 2 44 a OUTSWING PEwK0 BUMP FACE THRESHOLD ALUMINUM C3 0 0.250" 9 SW TRIM NAIL 16rA X I- FOR MULLION CAP) im lc- MAX. 10 COMPRESSION WEATHERSTRIP THERSTRIP FOAM p W 11 SHIM 1-1 DOOR TOP R41L uz SEE DETAIL 7—, SEE DETAIL 7 • 12 DOOR BOTTOM PAL LYL ON SHEET 5 STEEL ON SHEET 5 PONDEROSA FT0- WOOD 23 13 DOOR HINGE STILE(FWM JOINTED 31 14 4' WOOD SCREW STEEL SEE NOTE 6 ON lu 29 SEE NOTE 3 Oh 15 %—BLOJCIK(FINGER JOINTED PONDEROSA PINE SHE 4 M WOOD ITW TAPCON ANCHOR L 1/4-MIN. EMBED. STEEL 10 SHT 4 16 3/16 IN, El 17 EXPANDED POLYSTYRENE(i. I.2b Ib. Cf DENSITY) BY JELO-WEN 1.750'MIN 1.7 18 NOT USED 50"MIN — FOAM 9 S5 NOTE S 4 MIN. PANEL INK PANEL THK. 36 19 2)f WOOD SUB RUCK WOOD 20 SHIM(0,25-MAX THX HIGH DENSITY PLASTIC OR GREATER) 17 21 KWH(SET 400 SERIES KNOB STEEL SEE NOTE 2 ON 2 38 22 kW9(SET TITAN 700 SERIES DEADBOLT(MDT SHOWN STEEL SHE 4 23 18 x 1 112-P (ODL LITE FRAME) STEEL 45 24 lEx 2 Pf SCREW STEEL I N H WOOD 25 2 2 P MIN. fil 2 112 FH WOOD SCREW 0.125*MIN. 26 4 1,1!0 1;PRFH!EWD SCREW(IMPERIAL ASTRAGAL TO DOOR) STEEL .� 7 _ 27 W WOW SCREW GLASS THX STEEL WOOD 28 MUW0N CAPwiz ow IN 9 JEWOR 219 !&ME gU�CR LAWRENCE M C) SILICONE G 81.25" W.0" 60.0" m fos gy ODL) SILICONE 15 m MAX. AIAX. 81.25' MAX. 31 BRAD TRIM NAIL I 6G4.x 314. FOR a il MAX. SEE GLAZING 3/8,QUARTER ROUND.) STEEL OA OA OA DETAILS SHEET—.,, OA -32—3-18 QUARTER ROUND SIDELffF STOP WOOD PANEL PANEL JT CORNER ffDCXS FOR STEEL DOOR WTTDM RUL MDF FRAME FRAME 7 How HOW HEIGHT HEIGHT SCHIAGE KNOB SET AF510 STEEL 35 SCHIAGE GE40HOLT STEEL 0 36 SIDELfTE STEEL FACE SfEEEI 24GA. 0.020 MIN. OR STEEL JT We'mvm am gy PP; ( ) am (L IL SEE NO 2 ON W. 4 2 3 38 0111.UTE FRAME SG(SFARTECH POLYCOM PP=C13) POLYPROP. hl 4 0 4 Mt:il 39 PRESSURE TREATED MULLION BAR x 4 9116 i'81 1/4") P.T.WOW 40 ALUMINUM EXTRUDED ASTR4rAL BY LALUMINUM 41 ASTRAGAL STRIKE PLATE BY KOERIAL) I 42 1 YALE KNOB HERITAGE SERIES STEEL 36 43 YALE DE40SOLT HERITAGE SERIES SHOWN) Sm 44 SIDELITE FRAME HEAD,SILL AND JAMBS(FINGER jwNTEo poNDUM FINE) WOOD SEE NOTE 6 ON ,�jl 7 29 SHE 4 45 LITE FRAME BY TRINITY FOR 112'I.G.U. -- T--wstufa POLYPROP. 10 :,.*' * 32 4T 12 GLASS TRINITY G ASS T- Iffy U NOTE 8 ON 47 FRAME BY TEMPERED I" U NOTE 9 ON SHT. 4 16 189Y —W1TY/A—MPAF POLYPROP. 33 48 TEMPERED GLASS ;�: Ej 16 : '!,,. GLASS SHE SEE •DETAIL 7 NOTE 3 49 UTE SCREW#6 x 1 112-LONG PANHEAD STEEL "�l 2 50 GLAZING COMPOtIND DOW 1199 0 06 05 • ON 4 MIN.EMBEDMENT -Au BOLT STRWE PLATE ... 51 110 WOOD INSTALLATION SCREW W/1.50 A* In 31 52 DOOR LATCH SMT PLATE .625" •.• - il I I, Ile ...... i� DATE 9-11-01 MIN. J By N.T.S. 1.25' CONCRETE/ EMB. CONCRETE/ 7 Pmww CIA: 2.50-MIN. • 0 MASONRY Dec.EN. Jwj MIN. EDGE DIST. MASONRY 6 • 0. MIA% GE 1- 0 -0 .. OY OTHERS cmc ey..S. SAFFELL EMB. BY OTHERS • 00 13 VERTICAL CROSS SECTION s BMW=Koj • e;u CR AECTION BUILDING DROPS,INC. S-2104 WITH HIGH DAM THRESHOLD �,V AT SIDSJTE SASH Phare:407-644-6957 FM Fox:407-644-2366 SHEEr • .00 0, SEE NOTE 4 25 19 20 4 52 7 1 15 SEE NOTE 7 ON SHE 4 214234 13 6 5 6 3 20 19 2 ON SHE 4 G EK RIOR co 1.750"MIN. Z It vs �?. PANEL THK. Q A .11 CONCRETEI a. MASONRY BY OTHERS \ e / s e ° 1 INTERIOR INTERIOR D° o / ° o 0.75°M1 a �\� 51 10 10 51 D d0 \\ SEE DETAIL 5 1 17 17 1 0.75°MIN. So'xo EDGE e .- SEE DETAIL 5 EDGE DIST. oQ p a. ON SHEET 5 s` a ° ON SHEET 5 a < �HORIZONTAL CROSS SECTION a'Ro Qu 0L .250°MAX D HORIZONTAL CROSS SECTION D ,c o SHIM LATCH JAMB 70 BUCK HINGE JAMB TO BUCK 0.250°MAX. ao S J ircN 1.50°MIN. SHIM1.50°MIN. ° w goi x CONCRETE/ EMBED. EMBED. (30 MASONRY BY OTHERS a� o SEE NOTE 1 P ON SHE 4 26ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a 17 15 1 7 40 52 7 1 Y15e)�B DOERIOR 0.31°DIA x 9.0°LG.AT TOP&BOTTOM 14001,510 INACTIV AC71VE SEE NOTE 26 1 SHT. 4 10 • / DETAIL 1 $ • • • • • ASIBAGAL TO SRL ATTACHMENT ^okc,PANEL THK \ • NOTE VIEW FOR CTEM 24 TL ADEFSRHIIOYWNTHIS Soo F. SE NOT 4 24 11 ON THIS 10 ••• ••• • • 1 17ON �,��'•••••• •7••'p�,r� Prepared 6Y SCAM' N.T.S. 1 SHEET ••• • • • • *. : *' on.BY: JWJ • i • i • • i• Tx cm cm Br:S SAFFELL PL HO NTAb CROS SECTION• �• • % O t40-, Bwwwo No.: AT MPER TRA • �i n v ����` BUILDING DROPS,INC. S-2104 • " -- Phone:407-644-6957 WE g ��zeme For 407-644-2366 OF 8 • ••• • • • • • • • • • • ••• • • • • • SEE NOTE 4 SEE NOTE 7 3 ON SK 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 SE SHE 4 4 4538 SEE NOTE 3 32 FXfEROR 1.750'MIN. ON SHE. 36 17 m 4 31 10 PANEL THK. 'd . A/ 777-777­7ad 3 • j/ \�\ INTERIOR .�j \� . .� . SEE GLAZING 38 /�� 1 INTERIOR 10 SEE NOTE 2 2 DETAILS. ON SHT 4 SHEET 7 /� 10 SEE NOTE 5 25 �\ z co SEE NOTE 6 /�� ��\ 2 SEE NOTE 5 1 17 1 1 ON SHf. 4 ��� SEE NOTE 6 i 29 ON SHE. 4 \� 29 ON SHi 4 `. ON SHT 4 SEE DETAIL 5 SEE DETAIL 5 0" 0 0.750° ON SHEET 5 ON SPIFFY 5 0.750' SEE GLAZING 39 a 39 DETAILS, SHEET 7 Zo HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION oaZ coo AT SI OEI.ITE TO LATCH JAMB AT SIDL LffE TO HINGE JAMB aQ zd O � NOTES. CONCRETE/ SEE NOTE 3 ¢� _ 1. SPACING FOR ITEM 126 THE J10 x 1'PFH SCREWS ATTACHING THE IMPERJAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 ON SHE 4 3 AS FOLLOWS. FROM THE TOP DOWN&THE BOTTOM UP: 1.0" Z.5, 4.0, 5.5; 13.0, 18.0°&26.0. BY OTHERS a a 2. SPACING FOR ITEM J23 THE#8 x 1 1/2'PLASCREW 1S AS FOLLOWS: SEE GLAZING __ TOP &BOTTOM. HORIZONTALLY. SIDaff PANEL 3.0°IN FROM EACH CORNER. 32 36 38 454 DETAILS, SHEET 7 ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS:3.0", 13.0", 26.0, 39.0", 52.0°& 63.0'. °e 3. SPACING FOR ITEM X31 THE 160A x 3/4'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND i0 THE SIDEUTE AND REM J9 THE 16G4. X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS o FOLLOWS: TOP&BOTTOM HORIZONTALLY(FOR THE 3/8'QUARTER ROUND): 1.25'IN FROM EACH CORNER WITH 4 EXTERIOR N a (1) NAIL MID-SPAN. ON THE SIDES VERTICALLY(FOR BOTH 3/8°allAFM ROUND&MULLION CAP) 1.25°FROM EACH END& SIX MORE <•' EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A J8 x 2 1/2°PFH WOOD SCREW. a.. 0.125'MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE REM$24, A 18 x 2' GLASS iHK. 8 PFH WOOD SCREW. ° 5. SPACING FOR REN 125 THE 18 x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMLT.S TOGETHER AT THE MULUQN, <a. a \� IS AS FOLLOWS: 6.0'FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUAUY JPACER ON•IH�Ra, SEE NOTE 2 23 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDELRE JAMB W/ITEM$29•SIL CiULN ON 1,� ° / ON SHE 4 0 0 0 0 •'^M"•� Q IT\HORIZONTAL CROSS SECTION _ m 3/8°QUARTER ROUNDS SECURED WITH RQd X31 BRAD TRIM NAILS 3/4'LONG. • • • ••• • 0.75'MIN. a ��\ SEE NOTE 6 /�Ta ilighUTE TO BUCK c"9 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM g27, A•$10 P�T1 BCRI!W�WF1V•i1TAEAING EDGE DISE ae 29 ON SHY 4 ����,� o `S c) THE HINGE TO THE JAMB AND SIDL7JTE JAMB AT THE MULLION USE[p 114p Adf10 f 1 3j4 PFH WOOD SCREW �S F. 8. SPACLNG FOR ITEM 149 THE 16 x 1 1/2'PANHFAD SCREW(TRINITY UTEFRAME) IS AS FOLLOWS: SEE DETAIL 5 ���Qr,••••• •, �p ��� on*' 9-11-01 SIDLIRE LREFRAME FROM THE TOP DOWN VERTICALLY: 3.25° 18.0625; 32.8125; 47.5625°& 62.625° •e• ••• ° ON SHEET 5 •O p �gl SCAM' N.T.S. SID RF RF�aeM TOP&BOTTOM. FROM THELEFT: ONE(i) SCREW AT j5'. • •s• • ° 0.250•MAX. * • 7 * = Q M. er, JWJ 9. ALTERNATE CONCR MASONRY INSTALLATION ANCHORS OF EQUIVP RMANCE HANCTERISIlCa OV4BE • USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF REC Fi1R THE PRQIECT 4OF IN kmN. •• •• SHIM T •e Cw.S+`S. SAFFELL 10. USE REM J51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JABS. :IBE""WH6D1 INSTALUA INTO• 50'MIN. %�O�•. tq � UPAWING No v v.�xr• ������ BUILDNG DROPS,INC. S-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY•SULT MTE AT•SID V SILLS. ��' �y A ag► Phone:407-844-6.q57 FM rt6� s Fox 407-644-2568 viEEr 4 ofsee 8 • ••• • • • • • • • • • • ••• • • • • 74.50°MAX. OA FRAME WIDTH 70.25'MAX. O.A. FRAME WIDTH SEE DETAIL 2 ^�ON THIS SHL mSEE .. ONN THIS SHT 4.50'TYP. 9.00°TIP. a 00° 1Q 00'TIP. 12.50° 3.00" 6.58° 6.00'TYP. V m c 6.00'TIP. 3.00' .00'TYP. Z st —M —i F5 .00'TYP. 11P. SEE DETAIL 4 Z o�N 6 TIP. I ON THIS SHL 6 TYP. I III III 1 - - _ _ 7.375" _ - 7.375' \' S1 17W 51 51 Typ, TIP. TYP. - SEE NOTE 5 31° 5 ON SHEET 4 5 SPACES SPACES ® 13.85' SEE DETAIL 6 ® 13.85' SEE DETAIL 5ON THIS SHT. 81.25' 81.25" - ON THIS SHE - MAX - - - - z7nIn� MAX. O.A. 1 Z 'o0 FRAME / , FAAME HEI HT 15. 0' TYP. _ _ o oU HE 5.50'I I T- o � pm- a o ogs m =� 36.625" o 36.625° 16 16 M 21 Tl'P. lL � TIP. BL b t;at � o: a 00'TIPTyp .00'TIP. 6.00 7,00•TV?. 1225" 3.00' 7.00°TIP. TIP. ff BL .15'MIN. o C-SINK. N SEE DETAIL 3 ON THIS SHL SINGLE DOOR WITH SIDELITES ANCHOR LO'i17TONS ,\ DOUBLE DOOR �§MUFROM DJTER ORWELEES HOR L0CA770N5 WEM FROM INTERIOR I c 16 SHEET 4 8 25 16NOTE • 53 5 SEE NOTE 10\\\ •• • �'MtSEN 4• � DN SHEET 441 • • I I `�����S 0 DMI. F. 49YNTERSINK FOR INSTALLA17ON ANCHORS W o- 6 5.50° I I 5.50" 0 1 1 6 • • 24 i I 242 ��r4i•,•'• .•.PO�i� Dare 41 004 • 1• ` SEE NOTE prepared SCAM N.T.S. \ / �i •\\ • • /� • i • 4 SHEET 4 Or . .* - M.BY, JWJ • : • • • • T C aoc en S SAFFELL • • •• •• i 52 •- 52 %O lti�: DRAMG NO.: DETAIL 2 - ®HEAD JAMB DETAIL 3 - ® 7HRESHOLO D L 4 •• DETAIL 5 DETNL 6 �� v e.An• ���� BUILDING DROPS,INC. S-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGE TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB Phi X77-644-6957 --644-2366 sw 5 of 8 • — — •0 • ••• • • • • • • • 107.00°MAX OA FRAME WIDTH 37C75°MAX. OA � . FRAME WIDTH m o r -ja SEE DETAIL 2 2 O ON SHEET 5 4.50°TYP. 16.41°T1P. SEE DETAIL 4 WLc 3.00° 00°T1P. 13.41°TYP. ON SHEET 5 QO°TYP. 6.00°TYP. 6.00° a �e A0• 00•iYP. SEE DETAIL 4 > a 6 1 1 l 1 1 1 Ill I I I 7 6 TYP. 6 TYP. 7.375° ON SHEET 5 51 51 LTYP. TYP. 11P. 6 z" SPACES SEE NOTE 5 31• SPACES SPACES 31' ON SHEET 4 ® 11.54• ® 13.85° 25 ® 13.85 cj o 81.25° o ESH�5DEWL5` 81.25° SEE DETAIL 6 �a MAX. MAX, ON SHEET 5 °f � OA T 1 ORAE 1 _ oaz zo HnWE 5.50°I 25 HEI HT 5.50° or old 0 m = U = 31° 21 Uqy 6 — ][ _ O 36.625° nP 36.625° 16 TYP. LU I I I I 11 1 I I 3.00° a 3.OQ• 00•TYP. 6.00' 8.58° o 3.00° 700°nP. 700°TYP. TYP. TYP. o (m m 8 SEE DETAIL 3 •• SINGLE DOOR WITHOUT SIDEL�S ANCHOR LOCATIONS o ON SHEE�5 • • • VIEWED FROM INTERIOR DOUBLE DOOR WITH SIDELIUS ANCS 4LOIA fts i i • •• =o 0 0 0 VIEWED FROQWTEWO • • • •• • 'o i1•o =k' ••• ••i ••• •. • • •• 11Fli �,^U� ad • .P �i DATE: 9-11-01 • ••• •i• ••• ° 7• O Preyored By sr•i c N.T.S. Jwj Gvm 13Y. •• • •• • • • •• T T Q cm er:S. SWELL •• • a -0 ,.•' tV�. uaAwuc Ko BUILON• ••• '��+L p°'�°� , Phone: G DROPS.�957 5-2104 aa��eTe For 407-644-2366 IWW 6 of 8 ••• • • • • • • • 00.• ese I 50 30 3 EXTERIOR 50 0.125°MIN. Z ` cc TEMP. GLASS O N l'1' ICKNESS Z a °� W � � ' W INTERIOR GLASS BITE 17 29 50 29 46 50 35 23 SEE NOTE 2 z" ON SHE. 4 m EXTERIOR 0.500°MIN. m GLAZING DETAIL 1 it:€ CLASS THK. 0.125'TEMP. 0.250°AIR x ODL LITE FRAME SINGLE PANE €jis o 1/8'TEMPERED GLASS GiASS SPACEa, SPARTECH woz POLYCOM PP5530 C13 O a s J 0.125°TEMP. 25'x .50' Eac INTERIOR 0.50 INTERCEPT GLASS GLASS STEEL SPACER % o 50 BITE & SEE NOTE 8 a a 17 29 29 4B 50 45 49 ON SK. 4 x EXTERIOR 0.125'TEMP. GLAZING DETAIL-2 $ GLASS TRINITY LITE FRAME N R 1/2'INSULATED TEMPERED GLASS 1.000 MIN. LUPOY EU-5007 z GLASS THK. 0.750°AIR SPACE 45 'iii:'• 8 q E. .75'x.50'lNTERC 0.125°TEM*s ALL GLAZING CONFIGURATIONS s INTERIOR • 0.50'STEEL SPACER ••• • • • GL!•ISS• • SHALL COMPLY WITH SAFETY GLASS •• • • • • i • • •• GLAZING REQUIREMENTS OUTLINEDl-. b"0 R SEE NOTE 8 BITE •• •i ••• • • s•• ••• ��titulll/// IN FBC SECTION 2406. o50 4 49 ON SHE 4 •• ••• • J� ,ES F l��ice m GLAZING DETAIL 3 ` • •• P moi. o^*E 9-11-01 • ••c • • 7 y Prepared Sr. SCAM' N.T.S. TRINITY LTTE FRAME ••• • • • • • * • *_ Dwc.BY. JWJ I"INSULATED TEMPERED GLAts • • • • • LUPOY EU-5007 •: :• • ••• :• • •• • 4• .O•'• ,.•' �: OWING NO- BUILDING ® • • •• •i �` p ��`�` BUILDING DROPS,INC. 5-2104 FOR qr n ���anaYe I=407-644--23 67 m 40 FOR SHED 7 of 8 e s �•� 0 j0•ei ` , ' � 1.645* 0.529 8/29/2014 WIND10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: Charles Mitchell Company Name: Charles C. Mitchell P.E. Dascri tion: BERTRAN RESIDENCE User Input Data Calculated Parameters Structure Type Building Importance Factor 1 Basic Wind§p! V) 175 qh Hurricane Prone Region(V>100 mph) Struc Category I, II,III,or I II Table 6-2 Values Exposure B,C,or D C Alpha 1 9.500 Struc Nat Frequency 01 Hz z 1 900.000 Slope of Roof ------------- - ---3_0.. -- -12-------- S10 pe 6f Roof ftheta 14.0 Deg Type of Roof Hipped Kd Directonal' Factor 0.85 Eave Height(Eht�_ 8.50 ft ---------- ------------ ------------ --------------------------------------------------- Rid�e Height�RHt� 14.00 ft ---------- ----------- ----------- ------------------------------------------------- Mean Roof Height Ht 2.75 ft Width Perp,To Wind Dir(B) 48.00 ft At= 0.105 Width Paral.To Wind Dir L 57 00 ft Bt= 1.000 Bm= _ _ 0.650 Calculated Parameters Cc= 0.200 Type of Structure I= 500.00 ft ------------------------ ----------- ----------- Height/Least Horizontal Dim __-______ -0_06 Epsilon_=__ _0.200 __ _____ Fle)able Structure No Zmin= 15.00 ft Gust Factor Category 1: Rigid Structures Simplified Method Gust1 For rigid structures Nat Freg> 1 Hz use 0.85 1 0.85 Gust.Factor Category II: Rigid Structures Complete Analysis 0 0 *see** Zm Zmin 45.0 ft 0 0 • Izm Cc* 33/z"0.167 ®, ....:. Lzm 1*(zm/33)^Epsilon 42Y. ft • Q 1/1+0.63* Min B,L+Ht Lzm ^0.63 "0.5 '9266 �� • Gust2 0.925%1 1+1.7*3.4*lzm OS'86�i ••••• Gust Factor Summary0000' G I Since this is not a fleiable structure the lessor of Gust1 or Gust2 are used 1 77018751 • • . . . . ...... Fig 6-5 Internal Pressure Coefficients for Buildinas. Gcai• :0000• .. •••• Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildin s 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 v Developed by Meca Enterprises,Inc.Copyright 2006 Charles C. Mitchell P.E. Page No.1 of 4 8/29/2014 WIND10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Desian Wind Pressure- Buildinas of All Heights Elev Kz Kzt qz Pressure Ib/ft^2 Windward Wall* 0 Ib/ft^2 +GC l -GC l 15 0.85 1.00 56.57 28.28 48.65 Fi u 6-6 - External Pressure Coefficients C Loa s n Main Wind-Force Resistin stems(Method 2) et LiB h z L L Variable Lolrmula Value Units Kh 2.01*(15/zg)"(2/Alpha)_ _ _0.85 Kht Topographic factor(Fig 6-4 1.00 Qh .00256* ^2*1*Kh*Kht*Kd 56.57 sf •••••• Khcc Comp&Clad:Table 6-3 Case 1 0.85 • Qhcc .00256*V^2*1*Khcc*Kht*Kd^ I 56.57 sf ... :""' ....:. Wall Pressure Coefficients,C •• • SurfaceI C •••• ••••• Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 """ ••••• .. .. .. .. ...... Roof Pressure Coefficients, C • Roof Area .ft. _ •••••• Reduction Factor t DD' 0068 •••••• so% Calculations for Wind Normal to 48 ft Face Cp Pressure(psi) Additional Runs'may be regV for other wind directions +GCpi -GCpi Leeward Walls(Wind Dir Normal to 48 ft wall) -0.46 -32.42 -12.06 Leeward Walls(Wind Dir Normal to 57 ft wall) -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Roof-Wind Normal to Ride Theta>=10 -for Wind Normal to 48 ft face Windward-Min Cp -0.54 -36.15 -15.78 Windward-Max Cp -0.04 -11.91 8.45 Leeward Normal to Ridge -0.46 -32.30 -11.94 Overhang Top(Windward) -0.54 -25.97 -25.97 Overhang Top(Leeward) -0.46 -22.12 -22.12 Overhang Bottom (Applicable on Windward only) 0.80 38.47 38.47 Developed by Meca Enterprises,Inc.Copyright 2006 Charles C. Mitchell P.E. Page No.2 of 4 9 8/29/2014 WIND10 v2.1.0.5 Detailed Wind Load Design Method 2per ASCE 7-10 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 57 ft face Dist from Windward Edge:0 ft to 5.5 ft-Max Cp -0.18 -18.84 1.53 Dist from Windward Edge:0 ft to 1.375 ft-Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge: 1.375 ft to 2.75 ft-Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge:2.75 ft to 5.5 ft-Min Cp -0.50 -34.22 -13.86 Dist from Windward Edge:>5.5 ft -0.30 -24.61 -4.24 *Horizontal distance from windward edge Finure 6-10 - External Pressure Coefficients, GCaf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(15/zg)^(2/Alpha) = 0.85 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 56.57 Theta= Angle of Roof = 14.0 Deg 4 "8 8 3 4 9 r c 4'4 • • 0000•• • • • 0000•• owner cam • • • • Transverse Direction Longitudinal Direction.... :""' ....% Torsional Load Cases 009:8* • .... . ..... ...... . . ..... • 00.00• • • Wind Pressures on Main Wind Force Res stina S stem • . . . . ....•• Surface GCpf +GCpi -GCpi qh Min P Max P •••••• s s s 0.00•• 1 0.48 0.18 -0.18 56.57 16.86 37.22 ..0. 2 -0.69 0.18 -0.18 56.57 -49.22 -28.85 3 -0.44 0.18 _ -0.18 56.57 -34.85 -14.48 4 -0.37 0.18 -0.18 56.57 -31.34 -10.97 5 -0.45 0.18 -0.18 56.57 -35.64 -15.27 6 -0.45 0.18 -0.18 56.57 -35.64 -15.27 1 E 0.72 0.18 -0.18 56.57 30.77 51.14 2E -1.07 _0.18 -0.18 56.57 _-70.71 -50.35 3E -0.63 0.18 T-0.181 56.57 -45.60 -25.23 4E 0.56_j 0.18I -0.18 56.57 -41.64 1 -21.27 *p=qh*(GCpf-GCpi) Ficure 6-11 - External Pressure Coefficients, GCP Developed by Mece Enterprises,Inc.Copyright 2006 Charles C. Mitchell P.E. Page No.3 of 4 8/29/2014 WIND10 v2.1.0.5 Detailed Wind Load Design (Method 2) per ASCE 7-10 Loads on Components and Cladding for Buildings w/Ht<=60 ft Ht 5 , r 5 4 4 2: 1 ; 2 5 5 �. aa a a Hipped Roof 7 < Theta. <= 27 a= 1.1 =_> 3.00 ft Double Click on any data entry line to receive a help Screen Component Width span Area Zone _ _ .GC _ Wind Press(Ib/ft"2 ft ft ft^2 Max -- - Min Max Min DOOR 1 _ --2.6 6.67 17.34 4 0.96 -1.06 64.36 -70.02 ---- — --- — 0.0.00-- -- ------ ----------- - ----- WINDOW 1 3.083 3.16 9.74 4--- 1.00 -1._10 66.75 `69.41 - -- _._..-------00.0.0._..------- ----- --— 0.00 ---�....------- ---- ------ ..__._ _0000— - ----------- ---._.......---- _ 0.00 _._—s_.--- — ---- —-- — ---- .—. _._ .•0000 0.00 0.00 0.00 0.00 0000 Note: *Enter Zone 1 through 5, or 1 H through 3H for overhangs. •••• •fee* 90 .. .. .0 0000:9 0000.. 000000 . 0 0000 .00000 . 00*0 Developed by Meca Enterprises, Inc.Copyright 2006 Charles C. Mitchell P.E. Page No.4 of 4