Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-09-273
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 `Inspection Number: INSP - 112270' Permit Number: WS.2- 09,273 Scheduled Inspection Date: May 04, 2009 Inspector: Bruhn, Norman Owner: AUVERT, DIANA Job Address: 1223 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050250140 Phone: 305 - 892 -6507 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 111716. CREATED AS REINSPECTION FOR INSP- 107254. Filled cells must 8x8 and be doweled to foundation. NB Same Comments NB NMI emeeloorat eleMISIM ImilMoMp 111114111 Romoorge N O. MIAMI -DADiE This In tr merit Prepare: �l C / t� Name Address —81 — i�rl i -+ �� !r-� 33 t.t �t f r PermitNo.06 °tyc -09 -073 STATE OF COUNTY OF NOTICE OF COMMENCEMENT Tax Folio No. THE UNDERSI GNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) (22.3 i3. L02.5r.r F{ t{ 6140Res tFLa3133 2. General description of improvement: fE of } bco 3. Owner information a. Name and address: bi p ` %){ /� aksk tR.T _ b. Interest in property: Iw 'J�'� - , „ 5 £J E Ic L 3 (, f 4, /1 4 + S Pt,,n/ E� F q 3t 3e c. Name and address o ee simple titleholder (I other than owner): HH M %f c/*[ R. a7 I 4. Contractor: ARO..40 CO A. 5106110 i1/4) a. Name and address i 7ts `5�� � p � t'E 4 3 ,°ote •! j, � oDs a -65-� AL. 11 t ry 6 Sur y 3 a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Flori a Statutes: _ a. Name and address: D E / W u A EL�Le so 2,b xi E c 3 •$T 9 , 3$ . 1 - . i , 0041 0:LES b. Phone num er: 33138 305ci45 -3142. F� 8. In adds on to h mself, Owner designa es the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Owner's Authorized Officer /Director Partner /Manager ,,� `` Signatory's Title /Office EN iU A r5,LL1..O1,0 The oregoing instrument was acknowledged before me thisAr ay of p,4'a %(year) by E,44w,4/)7•ArLGeZSQ(name of person) as >07)0® .. /ix6Witl7" (type of authority, ...e.g. officer, trustee, attorney in fact) for JJi f, 4 44#*^ eir _(name of party on behalf of whom instrument was executed). aptPRY e r A RODRJGUEZ ••r� � RUTH * MY COMMISSION # DD 518676 EXPIRES: March 25, 2010 Bonded Pus Budget NoteyServices Signature of Notary Public - Stat -Q Florid Print, Type, or Stamp Commissioned Name Notary Public Commission Number Personally Known _ or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my- knowledge and belief. Signature of Natural Person Signing Above 4.1011'hr Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit No. \IP o1-2L-3 Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleho s er , i Av k l3 U F R,T Phone # '3 vim-- Q 1-c-- ReL Owner's Address City t kL l 54 0 E State _ Zip ( 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1? NE-- ( O7 City Miami Shores Village County Miami -Dade Zip. FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 4 C Co-, of f • 0 1/A -- Phone # Contractor's Address 1 L S- E I "7- i .P.� j� City N . 1t ., t, State PL Zip ' g. ) _ Qualifier Name tr -- `J'.'v ( '� Phone # ' i'� S O°1 6 State Certificate or Registration No. ‘� 0 �i C . Certificate of Competency No. Architect�Engineer' Name (if applicable) D L ,..-, c -f Phone # Value of Work For this Permit $ f r TyP of Work: OAddition Describe Work: ' 1 teration v►5 Square / Linear Footage Of Work: ['New /�. • 0 Repair/Replace 0 Demolition IV * * * ** :+ **** , x *�x�x�x:x�xx:a:s�x��: ****a�**** ::x� ** *Fees**** x�x�x *�x�x�x *�:x�� **** x�x ****�xa::x�x *�x�:�x�x�xx *** *a:*** S�mittal Fee $ `�A - Permit Fee $___ /540- CCF $ ()WO CO/CC ... ra �('� f m Training/Education Fee $ 0 !�_.•J Technology Fee $ .3 •E Se- canning $ l Q 'CD Radon $ Bond $ Code Enforcement $ r ry $ Structural Review. $ DPBR $ Zoning $ 6 Double Fee $ /3 Total Fee Now Due $ S ' � • See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 01,0‘ T Signat q The foregoi day of F , 20Q , by Tectlivik 11)3\ , day of %]I _ . lAr LL who is personally known to me or who has produced n-311/4 tic who 4-5%14 0 As identification and who did tak NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10107) me thi by o me or who has produced identification and who did take an oath. NOTARY PUBLIC: .,,,,, cz,,,,,, , , , i. ,..„4,-,,,,_ s 01,1,$ Sign: it / l A. Atilt _ , _ Print: „1q4 r " I sR $ .,7 - SYyi•n,,. u 1.t_ . 1Gv My Commission Expire, * f � ..�Q rN ***************************************************4 �x�x�::x ****** ***** �aaI,n 4) Plans Examiner Engineer Zoning Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel.: (305) 795.2204 Fax: (305) 756.8972 Permit # /10 ),,,,� Job Name Date c2•xp Building Critique Sheet l ��tnv .ee.�G ,. 4 Td /Ew crazier. 6,4.1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit # Job Name Date =911 70,? Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet a �ne4W, e 4d d new i atad 4 ex: sf rdk1! test •tee. {a►� Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; OS O I o(, DATE: YCJA, 1 GI 1, 4, b XItiA ELLo5o ❑ Contractor A Owner ❑ Architect Picked up 2 sets of plans and (o er) Address: I as3 Ic a cowl erg, From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: d' PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: • • ... • • • ••• • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • ....... • ••• WINDO2 v2 -21 Detailed Wind Load Design 5Neth8d.21Ft I:ASE4 Analysis by: LANDERS Company Nettle: "' EDr/11ARCTA. LA DE - S, P.E. Descrl ' tlon: AUVERT RESIDENCE, 1223 NE 102ND STREET, MIAMI SHORES, FLORIDA User Input Data Structure Type Building For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Basic Wind Speed (V) 146 mph Struc Category (I, II, 111, or IV II 1 Exposure (B, C, or D) C 0.2245 Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped 1 0.8316 Kd (Directonality Factor) 1 Gust Factor Summary Eave Height (Eht) 9.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 11.50 ft idth Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) 55.00 ft 65.00 ft — — Calculated Parameters Gust Factor Category 1: Rigid Structures - Simpi ed Method T ' e of Structure For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Height/Least Horizontal Dim 0.21 Zm Flexible Structure No 1 • • • • .. • .. • • :: : elortlate t aramet Irpo nreel r.. I Hurricane Prone Region ( Table 6 -2 Valu Alpha At = 0.105 Bt= 1.000 Bm 0.650 c= 0.200 1= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Fig 6-5 Internal Pressure Coefficients for Buildings. Goal • pen Buildings Partially Enclosed Buildings 0. Developed by Meca Enterprises, wo9 713 Page No. 1 of 2 Gust Factor Category 1: Rigid Structures - Simpi ed Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 16.50 ft lzm Cc * (33/z) "0.167 0.2245 Lzm I *(zm/33) ^Epsilon 435.28 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63))^0.5 0.8212 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *QJ /(1 +1.7 *3.4 *Izm» 1 0.8316 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.831 Fig 6-5 Internal Pressure Coefficients for Buildings. Goal • pen Buildings Partially Enclosed Buildings 0. Developed by Meca Enterprises, wo9 713 Page No. 1 of 2 • • ... • • • ... • • • • ... • • • • • • ... • • • • • • • • • • • • • • • ... • • • • .. • WINDO2 v2 -21 Detailed Wind Load Design:Methbd.21 11aAse Figure 6 -11 - External Pre$sur Coattictents, Gen.' Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.6 =_> • .. ... .. • • • • • • a Hipped Roof 7 <Theta < =27 4.60 ft Double Click on any data ent n! line to receive a help Screen Component W Idth (ft) Span (ft) Area (ft"2) Zone GCp Mind Press (Ibift"Z Max Min Max Min 0.00 DOOR 3 6.58 19.75 4 0.95 -1.05 52.24 -56.88 0.00 0.00 0.00 ote: * Enter one 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 2/24/2009 Page No. 2 of 2 MMAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: • • ••• • • • ••• •• • • • • • •• •• • • • • • • • • • • • • • • •.•• • • • MIAt1MIi -IA,DE kouNtPY, hORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MARIAA3, SVrrE 3I 1603 • • • • MiAM_, 1563 05f 375,2901' ,FAX :3Q:)M908 e• • • • wwwr}xtifdsngcoaoonimccou • •• • • • •• ••• • • • • • • •• •• • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite-Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small 1VFissile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expitation date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18,2012 Approval Date: October 18,2007 Page 1 PGT Industries • • ••• • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • ••• • • •••• •.. • • • • A. DRAWINGS • • • • • • • • • • • • • • • . • • • •• 1. Manufacturer's die drawings and sections. • ••• • • • • .. • 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets l through 10 of 10, prepared by manufacturer, dated 02422,07. and last revised on. 09/25/07, signed and sealed by Robert L. Clark, P.E. • • ••• • • •• •• • • • •••••••• • •• • • • • • • • • ••• .•• B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 2411.3.2.1 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALLITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \st4.01 1. LL4,1, Isbaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3(8" LAMI NOM. (.402') CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PLUS (1) LITE OF 3118• HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4029 CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7118' LAMI NOM. (.485'1 CONSISTING OF (1) UTE OF MO" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM Le 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS:. QX, XXO, , OXQ, AND 0083. 4. ANCHORAGE: THE 331!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. S. SEALANT: INSTALLATION SCREWS, FRAME A ND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.06, ANSUAFBPA NDS 2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE UTE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE UTE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR A EXT. -1I8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACTE OR S MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS RF Ilse A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A INT. - 3!18' HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE • •• • •• • A EXT. - WS' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .465 I+-- A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 • •••• • • •••• • • •• •• • • • • • • • • • • •• • NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS... „1 DESIGN PRESSURES2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS UST 6 EXIRUSIMtS 8, 7 ANCHORAGE. 8-10 •••• • • •••• Approved n Cede wilt8••Cede • . !t • N ••• ' iF - t�I3r1l� Nerd Dole Product Ca•p4 • • •• • ••• • • • • • Firal F.2 Woodsy FZ oaR� aft WSW ring aar� 21207 w.tir• B 1 A derelor Sp CLARIFY EXI: OF MA= C% 4L T1fte08SSA CIA8tME CPO TECHNOWDY ORME NOM** AMES ? Amami 7E . @1lt8oJtf 70111421 DEV4L14A00GRA/BdBG>t!K,NEM 1. 106 t RA�NdiBt �1 8121/67 IBC," NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE L ITES, IMPACT I x. 1 10 l•.ia.►1100 -1 11 Visibly Racer `a.r"t RNOI •. • • • a • • •••• • • • !! /.•• �y ■ s 1 1th /? L quk. P.E. PE 138712 Strw6aal TALE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, )0(0, OXX& 0)000 (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVA&S) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH DOORS WITH GLASS TYPES A B, C OR D HEIGHT 6"- 793/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8�- 953,4" 3° 37 1/2" 6° 71 3/4" 75.0 -75.0 75.0: -75.0 +75.0 -75.0 +75.0 -75.0 75.0 -75.0 0 WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" 36 1/8" 36 3/4" 0 WIDTH +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 $ /.8 +64.2 -842 475.0 -75.0 +74.9 ; -74.9 +70.4 -70.4 +66.6 - 66.6 _+63.1 SINGLE SIDE UTES MATH GLASS TYPES B, C OR D -83.1 36 3/4" +75.0 -75.01+75.01 -75.01 +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY L1 APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAA-S.) REINFORCEMENT 1S NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 6" - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 "- 953/4" 2° 25 1/2" 4° 47 3/4" 27 1/2" 51 3!4" 29 1/2" 2 31 1/2" 5° 59 3/4" +58,6 -58.6 55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47A -47.4 +54 9 -54.9 +51.3 ! -51.8 +49.0 -49.0 +48.5 -46.5 +44.3 -04.3 55 3/4" +51.7 j -51.7 +49.01 -49.0 33 1/2" 5 63 3/4" 35 1/2" 67 3/4" 30 37 1/2" 5° 71 3/4" SINGLE 0 WIDTH SIDE UTE +43.1 r -43.1 +38.1 -38.1 +48.81 -48.8 +46.21 -46.2 +43.1 -43.1 +46.1 -46.1 +43.8 -43.8 +41.6 -41.8 +43.6 +41.5 -43.6 +41.4 -41.5 +39.3 -41.4 +39.3 -39.3 -39.3 +37.3 -37.3 +34.0 -34.0 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 GLASS TYPES A, B, C OR D +35.6 +34.0 -35.6 -34.0 10 3/4" +75.0 . -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 12 3/4" +75.0 1 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 19" 21 3/4" +72.4 ! -72.4 +64.5 -64.5 +68.5 -68.5 +6 5,0 -65.0 +61.9 +61 -0 -61.0 +57.8 -57.8 +55.0 27 3/4" 52.9 -52.9 +49.9 -49.9 +47.2 - 47.2 +44 7 36 1/8" 36 3/4" +35.2 -35.2 +34.0 -34.0 +35.2 -35.2 +35.2 -35.2 +352 +34.0 -34.0 +34.0 34.0 +34.0 -75.0 +75.0 -75.0 -75.0 +75.0 75.0 - 61.9 +59.0 -59.0 -55.0 +52.4 -52.4 -44.7 +42.6 -42.8 -352 +34.4 -34.4 -34.0 +34.0 -34.0 NOTES: . GLASS TYPES: A. 3/8" LAMI (118" A, AN PVB, 3116" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16° LAMI (3/16° A, .090 PVB, 3116" HS) D. 7/16" LAMI (3/16° HS, .090 PVB, 3/16" HS) 4,2. COMBINED DOOR 8� SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. XXO/OX( WIDTH =107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WEE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. �5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: M. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.6 / 47.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x 85° HIGH DOUBLE DOOR WITH 381/2" SIDE UTES DESIGN PRESSURE ® +70.4 / -70.4 PSF EX. C FROM TABLE 2. oxo WITH GLASS TYPE C 30" WIDE x 87 314' HIGH SINGLE DOOR WITH 28" SIDE UTES DESIGN PRESSURE = +43.8/ -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80° HIGH DOUBLE DOOR WITH 26° SIDE UTES DESIGN PRESSURE = +43.1 / -43.1 PSF • • • • • •. • • A8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, i� O,. • REQUIRED REINFORCEMENT AT DOOR TO SIDE UTE • CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFOR'b IW DETAIL. •••• • • •••. • • •• •• • • • • • • • • • • •• • •••• • • Appinal4"i+OtoIYbII writhes • •. • Hon4p • : Code • Delt •. Did. POd IM S-11, • ••� 111101 1,, 46,42b1, REVISED TAELEP. 0ESPOPY PREP, ES AND & EO AMY. RE.N' VERNON F.K. 2'1&07 R 00118LVEMOSTYPES MAX SPP1•'SiI TO NO77319 SAMMONS 8a Pia d a a REVISE NOTE I.2 &8. .+o 10 TM&E Fa: aN4W07 A PM= MAX SIZE 0E3iON P iE880nEAleADJUST A L VAS OR TABLE2 'fir o m efieds y: F:df. 2.22107 J.J. 8121/07 10707ECHIJOLOGY DRIVE P.O. NOINOMIA R. MIS • scut + a mama FL soot Visibly Better DESIGN PRESSURES 7r° ALUM. FRENCH DOOR & SIDE UTES IMPACT a•wrr ar FD�f 1X are imm rW 2 s 10 110054 B • • • • •• • ••• • • •• • • •••• . • • • Clark, P.E. PE 039712 StruWamtl 3 • • • •3 • 73 1/2° MAX --- 36314" _ MAX SEE NOTE 4 OX OR X0 371/2" MAX. A-i 1-5795 4° MAX. HT. TYP. NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO', `OX' 'OW XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILfTY SHEET 2). 5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: (X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 -4 -079) 84 3/8" MAX. DLO TYP. 109 1/2" MAX. as 3/4 36 3/4" _— MAX "— �-�SEE NOTE 3 SEE NOTE 4 A 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) OXO SEE NOTE 4 36 3/4° MAX. 33 548° MAX. DLO (TYP.) 36 3/4' �`— MAX. 143 3/4" MAX - SEE NOTE 3 38 3/4" MAX. 953/4" MAX. (TYP.) 318" MAX. DLO G G 95 3/4° MAX. (TYP.) •• • • • • • • • • • •• (TYP.) ( DOOR •••••• DLO HEIGHT = HEIGHT -11 3318" L. • • • DLO WIDTH 'X' = DOOR WIDTH - 12141' • • ., DLO WIDTH'XX' = DOOR WIDTH/2 - 11 "/j 84 SIDE LITE • • DLO HEIGHT = HEIGHT -11 3/8' A. DLO WIDTH = WIDTH -31/8" • - - F.K F.K. Dom by • • • • • • • •• • .K. 212/07 CORRECT VERRCAL DLO RV Fa8'm,1.As ADO OLOFORMUAS FOR DOOR AMSID VIE ADD DOOR DLO CM tr)Ettl7PYDEADHOL TA M sPECIFYY'ALT. AND 7l° MALT. ltrater BPi1/O7 too :cn rg.corDAJ� 3327$ P.O. BQX 1629 FL MN P Visibly Better. ELEVATIONS nilay ALUM. FRENCH DOOR & SIDE LITES, IMPACT e.1•smc P0101 NTS &3 d 10 l> 11005 -1 8 • • • • • T ( 7-o0_ •• • • •••• • • •••• • •• • • • • ••• / • $.1. / • • • • 33_33• • ••t• ••• • Robert L. lark, P.E. PE #89712 Structural • • • • • • • • • • • • • • • • • • • • • • • • • • corramoR •• • • • • • • • • •• • • • • •• • • • • • • • • • • MAX. DLO ill ..„,..._ ll ----6— MA 11 II I LliVali—Airra ',1 •• ••• •• NII • • • • • • •• • • • • • • • • • ••• •• — • • o • • air I I I , 1 • I " 13 INTERIOR R HEIGHT r"311111111int 1.489 DOOR SECT. A-A VERTICAL EXTERIOR MAX. DLO SL SECT. B-B VERTICAL INTERIOR E HT - CLEAR COLORED SEALANT SL VIEW G-G CORNER ASSEMBLY ado roold fiy P1 9,18107 FX 116,,V1F-1W 0114117 Mower Dow F.K. 2122107 Ratitalic id NO C144NCE 7:N SWEET. Amato= A 3110 W DOUBLE AOLLOW HFJ112 sEanow Ar CORNER ASSEMBLY 0.04149/ rrahz 512filft ion) MCI-WO:LOW DOM KOKati13. R. 34275 P.O. BOX 1529 NOKOWS, FL 34274 .AMPLE ELEVATIONS Apprvvrri cam pl, %,.r« Viorida gui■iing (' ode rho, oc,.7 30e; i Muinei ads Pcolistrt 'roltr141 0. , Visibly Better ALUM. FRENCH DOOR & SIDE L1TES, IMPACT Lamming. FO101 1/2x 4 e 10 11005-1 J B 6 L I Robert L. t ^1.„ RE PE. 199'1 Sfrur.-,tuna,_ ----6— MA SIC HEIC 11 II II L. SL SECT. B-B VERTICAL INTERIOR E HT - CLEAR COLORED SEALANT SL VIEW G-G CORNER ASSEMBLY ado roold fiy P1 9,18107 FX 116,,V1F-1W 0114117 Mower Dow F.K. 2122107 Ratitalic id NO C144NCE 7:N SWEET. Amato= A 3110 W DOUBLE AOLLOW HFJ112 sEanow Ar CORNER ASSEMBLY 0.04149/ rrahz 512filft ion) MCI-WO:LOW DOM KOKati13. R. 34275 P.O. BOX 1529 NOKOWS, FL 34274 .AMPLE ELEVATIONS Apprvvrri cam pl, %,.r« Viorida gui■iing (' ode rho, oc,.7 30e; i Muinei ads Pcolistrt 'roltr141 0. , Visibly Better ALUM. FRENCH DOOR & SIDE L1TES, IMPACT Lamming. FO101 1/2x 4 e 10 11005-1 J B 6 L I Robert L. t ^1.„ RE PE. 199'1 Sfrur.-,tuna,_ • • • • • • • • • • • • • • MAX.'XX' WIDTH •••• • • • •• • • •••• • • • •• • • • • • • • • • •• • • • ••• • •• • • • • •• • ••• MAX. DLO • • • • • •• • • MAX. 'X' WIDTH 'XX' SECT. C -C HORIZ. 46 21 SL WIDTH — ---- j MAX . l DLO 'X SECT. D -D HORIZ. SPACING, SPACING, SAME AS JAMB ANCHOR SPACING ISEE SHEETS 7, S AND 9) MAX DLO Oast Amebae SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) RoVidtht F.K. Raved Vy. lam sr FJC NO CFKNORTt SW. ADD DOOR W,BIDE1.1 TO$ECTN E£B ESIDF WV' mSeCT 6/21f01 SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. DLO —MAX. SL W1DTF4 { INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS r 32 Apprm•rd x .m p{e•i�. r +itP T6c F7oriAr.. 14,r..Log Calc user Ghi i ! ? a: Nolo_ M;,fnt) Iludr l'r•,duct rr, lai.i3ion,} r % ALUM. FRENCH DOOR & SIDE LITES. IMPACT D d 10 tl 11005 -1 PE '_ ?2 ;'' 2 Structural \ 46 21 SL WIDTH — ---- j MAX . l DLO 'X SECT. D -D HORIZ. SPACING, SPACING, SAME AS JAMB ANCHOR SPACING ISEE SHEETS 7, S AND 9) MAX DLO Oast Amebae SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) RoVidtht F.K. Raved Vy. lam sr FJC NO CFKNORTt SW. ADD DOOR W,BIDE1.1 TO$ECTN E£B ESIDF WV' mSeCT 6/21f01 SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. DLO —MAX. SL W1DTF4 { INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS r 32 Apprm•rd x .m p{e•i�. r +itP T6c F7oriAr.. 14,r..Log Calc user Ghi i ! ? a: Nolo_ M;,fnt) Iludr l'r•,duct rr, lai.i3ion,} r % ALUM. FRENCH DOOR & SIDE LITES. IMPACT D d 10 tl 11005 -1 PE '_ ?2 ;'' 2 Structural TEN1iDWG #lPGT# DESCRIPTION 1 `9438 60411 FRAME HEAD '10" 0 -760300 - -- WSTP., 3 -LON .190 X 375 HIGH 7070 T67070K BULB WEATHERSTRIP ,187 X .300 HIGH 1955 i L. 955X EL STRIKEPL4TE 5 1936 7938X 2 PT 'LOCK STRIKEPLATE 6 ,956 ,7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 t7832X12FPXP #6-32 :X.500 PH FL, MS - S.S. W /SILICONE PATCH b 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 1,95'!/ 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, 350 RD FOAM FILL TSLOT (AMSBURY#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER 065 ( INHOUSE INJECTION MOLDED) 5 1 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 6 11003A 411003A ACETAL SPACER 140 ( INHOUSE INJECTION MOLDED) 20 9150 60380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP..0 -L.ON 190 X.375 HIGH 22 6608 66608M REINFORCEMENT 1.000 X2.750 X 0.650, 6061 -T5 23 1140 78X112PSATS #8 X1.500 PH SO AT /S 24 1046 71048 JAMB SCREW COVER CAP 5 930 ,41721N STRIKE PLATE INSERT 6 1118 1-710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K. BULB E R S T R I P T X 187 X.300 HIGH 30 91 NI 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 9I IE 6511 DOOR PANEL. SIDE RAIL 32 917 7FRIv10 HINGE EXTRUSION 33 1176 171058FP W,8 ' #10 X 625 PH. FL SMS 34 9137 6037/3M TRUSS CLAMP 35 1 I3u 6TRODA 5/16-18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X 75 PH. FL, TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 WSTP. 187 X.250 HIGH, FINSEAL 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 39 997 70997 1023 67924G 41 92 42 1145 76X12FPAW #16 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 9839 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9849 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 116 X.750 PH. FL. SMS 49 96'2 FD2PTAY 2 PT. LOCK ASSY. 50 6R18OFS 51 930 41721 52 931 7FRSPX 53 1118 710X34PFA 54 95' 70957X RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X 750 PH FL. SMS HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X 750 PH FL. SMS ITEM DWG 60 920D PGT# DESCRIPTION 61 62 63 64 65 66 9210 9169 1155 998 999 934A 6920D SIDELITE HEADER 6921 SIDELITE SILL 60381 SIDELITE JAMB 7B1PQA #8 X 1.000 QUAD PN. SMS 7998 7999 81641M HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 71 72 73 712653K SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA 71267K SETTING BLOCK, 1116" X 1/2" X 1" WIPSA 4222A 988 986 64727 6988 BEAD, 7/16 BEAD, 3/8" 64986 BEAD, INTERIOR 612247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS. 3/8" LAMI - 1 /8" A, .90 PVB. 3/16" HS 96 GLASS, 378" LAMI - 118" HS, .90 PVB, 3/16" HS 97 GLASS. 7/16" LAMI - 3116" A, 90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A j41106A TACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK 92 93 1224 .504 --H 1' -- U 36360 4 3 OUTSWING THRESHOLD CHANNEL COVER 6063 -76 2.7500 650-+ f� 125 0 TUBE MULL 6063 -T5 1.01+00 1 • • • • • •• • • •••• • • •••• • • •• •• • • • • • •••• • •••• •• • • • • • •• • • • Appnwrn ®., VAtip,, mg 0.11 till, 04/0 t.lsa a (: 142 • ti(IA# 2— act (.cmuul Miami Dade •••j d By 41# • • • • • • • • • RuriArns: P. 9'!&07 & NO GJ{AfB(3E' Mb 3r1EET. F.1( 01407 A. A09 REM 103 1361413 8QLTAND INACTIVE P EL C% 4'X 1EM47. Is.. a, tile: C000000 IV ome: F.K. 2/22107 J.J. X1/07 10701 ECKNO OGY PR1YE Ak7)(OMIS, FL 34275 P.O. 0QX 1520 flOKOMIS, FL 34874 P T Visibly Better PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT ftialarde P0101 1/2x 6 a 10 asssols• 11005-1 B • •••• • • • • • • • • • • 75U 4 02 4.000 DOOR PANEL 30) TOP & BOTTOM RAIL 6063 -T5 —► 1 750 4.726 4.100 ice--- 3.655 3.111 (31) i 1 4 1.550 140, y j r-----, .050 - -� =t- Q 1.272 050 `1 6053-76 HEAD ADAPTER 1.479 FRAME HEAD 6063 -T6 .050 079 t°� --�— 3.000 1 OUTSWING THRESHOLD \ 1 1/ 6063-TO Revd Er 1 Cogs. rftd.vr Ifteriessare K $+6207 j! 8 NO CHANGE 1114 ZWEET. 4e Frari. ttinc I kaib•r P.K, d'14V? ! A ADO WOW' TO REM 20 6 GLASS OM OrM.. 1D ITEM 30, 31, 4445451 [roar BY- Ok CaRiedar. 4[e' F.K: _ 2/22107 J_J. 6121/07 DOOR PANEL SIDE RAIL 6063 -T5 ! J 1 � -125 750 J TRUSS CLAMP 6063 -T5 DOOR PANEL INTERIOR ASTRAGAL .050 3/8e GLAZING BEAD 6063 -T5 4.675 45 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 C2 SL HEADER 6063 -T6 O SLSILL 5003 -T6 1070 TECHNOLOGY DRAT NOK0465, FL 94274 P.O. BOX 1529 NOICOS14 Fi 94274 7/16° GLAZING BEAD 6063 -T5 5212 4.586 1.480 3.000 DOOR FRAME, JAMB 6063 -T6 �2 SL JAMB 6063 -T6 0 0 SL JAMB ADAPTER 6063 -T6 050 250 ----1 1 620 11 C.2, WEATHER STRIP CHANNEL 6063 -T5 L HINGE 6063-T5 • • • • • •• • • •0000• •••• • •••• • ' • • •• •• •• • • • •••• •••• • •• • • • • • •• Appncaxl ex c•rcgih ieg barb i Florida 8u.dingf.od' ^'D • • • • noAA �g Niiawi ade YT eci untwi• • • • •. Div • • 116/..___64/4 ._•• By • • • • • •• • Visibly Bauer ALUM. FRENCH DOOR & SIDE LITES, IMPACT acrraR &Or Gmkg" FD101 1/2x 7 d 10 11005 -1 B . • • 0000 • • • 0000.. •••• •;',f • • •• r >ir•••• • • • •„•••.. Eli a'7 Ra�ert L. (Park. P.E. PE 439712 structural r HEAD ZONE "C" X SILL # —# ZONE "0" SEE TABLE 3.. SHT 9 HEAD LJ 0 r‘i • JAMB ZONE "A" -- HEAD HEAD ZONE -D" I ZONE 'X I HEAD HEAD - -1 ZONE "F" ZONE OX0 SILL SILL SILL 1 -ZONE -t- - 4 ZONE -1 ZONE "F° SEE TABLE 7., SHT. 9 NOTES: z 0 ert –3 SILL SILL ZONE "D" ZONE "0"--1 SEE TABLE 4., SHT. 9 JAMB ZONE "A' H HEAD HEAD I— ZONE "D" ZONE "F" HEAD ZONE SILL ZONE "E'' SEE TABLE 5., SHT. 9 HEAD ZONE 4 "E" s' )0(0 OR OXX • . , , . , . :' i 0)0(0 --JAMB ZONE "B" CP 1.1.1 0 Z N StLL SILL '4 SILL I ZONE —4 ZONE Tr ZONE "F" SEE TABLE 7., SHT. 9 HEAD HEAD ZONE "0" ZONE -En' XO OR OX SILL 4. SILL ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 HEAD HEAD t- ZONE -4-- ZONE "r 11.1 z 0 CO IsC SEE ENCIRCLED VALUES, SHEET 9 SOLUTION , TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. HEAD EAD - ZONE "F" ZONE4 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES '8" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. ZONE "B" . , , . , . :' i 0)0(0 . .. CP 1.1.1 0 Z N 03 M 4C * -1. \ . . • I , . • II • 1 • • 1. .., fir se it .1,)( • • • • • • • • • • • • • SILL i SILL SILL I ZONE sf••••• ----ZOEN.E. , ZONE "F" ZONE "F" SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/41H UIIIT: 71 314"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION,ABOV) 1. APPROVED ANCHOR TYPES ARE: 1. 114" ELCO TAPCONS 2. 1,4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN, 0.0. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & S LL OF DOORS: 6° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. 0.C. -IEAD & S LL OF SIDE LITES: 6° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. * • • • • • • • 000. • • • • • • • • • •**•* • • • AM) attl...,•1:. • ;•. ”-.46■40 SOW, WO'S Jba • • • Miami, Dade Product Copirol • • • ° Rohear ris#,#4 atii. 8,Wor a NO CHANGE adS SHEET. C.HANOE WO' ON 'OX' ANcli R zow FROitr' To ric &f4!7 A TO sciuncw. chTmkatey: P.K. 2122107 J.J. 8/21/07 ADD ANCHOR 'MISS 079 TECHNOLOGY DRIVE NOKOMIS, Ft S4275 P. a BOX 15.79 NOKO48. Ft 3*274 ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE WES, IMPACT Visibity Batter adeadedst *no, F13101 NTS 8 10 11005-1 • • • • • • • • • • • • • • • • • • • • • 1/1 I/44 . ' R. 1. CIar. P.E. PE C9712 Structural • • • • • TABLE 3. X DOORS ! I TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 5.0 SIDE LITE TABLE 6 XO & OX TABLE 7. OXO, XJ70 , O7.X APPROVED ANCHOR TYPES: & GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR AVMS OXXO 1.114" ELCO TAPCONS _ 2. 114" ELCO 554 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREi:VS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. t A,-•35 iYPI.,3 u, ;:;77-1 GLASS TYPES ANCHOR TYPE 4 3U9STRA iE A 5 C D GLASS TYPES ANCHOR TYPE 4 SUBSTRATE WIOTHS A 8, C D GLASS TYPES ANCHOR TYPE 8 SUBSTRATE DOOR WIDTHS A, 8, C D A. 8. G, D aCH3 ' YPE` 5a iRA1L 2,3 W 1 2, CONC ,2,3• W00611,2• CONIC LOAD IDNES 2 3, WOOD 1,2. CONC 2,3, WOOD 1,2, CONIC LOAD ZONES 7u4 1;IMDTN7 DOOR WIDTHS - 'XX' - 47.75 TO 71 75 WIDTH , HHT LOAD ZONES LOAD ZONES 25.53 '37 50 -- "Q" - 10.75 70 36 7 "X" - 25.50 TO 37.50 "X" - 25.51 TO 37 5' ''./(X' 70 7175 ® 1 ! I, ' li' 'g 4 Q ; O i. 6 x re �� ' ' +fDTH < NT WI01H x HT. 510E LITE WIDTH x HT. SIDE UTE WIDTH x HT, 2 5 . 0 3 3 x 79 7 5 7 5 b7 75 5/ 75 95 75 7 2 2 7 4 2 3 47 75 x 79 75 4 3 .,, 6 4• 2 3 10.75 x 79.7 83.75 87.7 91.75 95.75 4, 1 4 1 10.75 x 79 75 83.754;2 87.75 9175 95.75 4 1 2 ti 4 4 2„ 2 10.75 x 79.7 83.7 87.75 91.75 95.7 4 2 4 7 7 5 2 . -2 7 6 2 7 3 4, , . 4 5 4 ' 3 4 2 ' 3 37 4 7 B 5 K' 4' 4 4�2 4 2 3 4 1 4 7 1 4 2 4 2 ..__. _ 87 75 5 4 7 9175 5 4 7 .1. 2 1 2 1 3 1 3 3 4 1 1 4 1 1 4 4 2 4 1 4 f 1 4 4 4 4 2 IX 96 75 5' 4 7 4 1 4 1 4 2 M 7 5 2 5 1 5 83.75 61 75 91 75 35.75. '; !17 a 7 75 5 t17 75 91 75 .9.575 5 5 2 7 4 2 3 51 /5 x `9 15 5, 4 / 4 2 3 12.75 x 79 75 83.7 87.7 91.7 95.75 4 .. 2 4 2 12.75 x 79 75 83.75 87.75 91.75 95 75 4 12.75 x 79.75 53.7 87 7 91.7 4 2 0 0 2 5 2; 7 5 2 7 6 2 7 4': 3 4_ 2 4 2 5 83 75 5 4 7 87 75 5 4 7 4 4 2 2 3 3 4 I 2 4 2 -. 4 2 2 4' 2� 4 4 2 US M© 4' 2 4 2 at < 4. 4 4 4 2 m 2 4 n 2 2 91 7 5T 4 F 7 4 2 3 4 2 4 2 2 ' ; 2 r ' 4 2 5 85.75 6, 4 7 4 3 5 4! 2 4 2 a 4 2 4 2 4 2 4 / 55.75 x 79.75 63.7 5: 4+ 7 4 2 3 19 00 x 79 75 83.75 8775 91.7. 9575 4 2 4 2 19.00 x 79.75 83 75 87.75 91.75 ' 9575711T 4 3 4~ 3' W 19.00 x 79. 83 7 87 7. 91 7• 95.7 113 4 3 i 3' 5 2 8 6 2 8 4' .. S 4 2 5 4 5 4 5 4 2_4 3 4 2 4 2 87 75 5 4 7 4 2 3 4! 2 4 2 4 3 MI 4 3 4 2 6 2. 8 5 7 8 91 75 6' 4; 7 4 3 5 4 2 4 2 4 Z 1 as 4 Q 4 3 4 2 9575 6' 4' 8 4 3; 5 4 2 4 2 4 3 4' 2 31 50 x 79.7 5 83.75 87.7 5 91.75 5575 5 2 3 6 2 E 6 2 8 4 2 3 4 2 5 4 5 4 2 5 59.75 x 79.75 5' 5, 8 4 2` 3 21 75 x 79.7 83 7 87 7 91.7 96.75 4 2 4 2 29.75 x 79.75 83.75 87.75.4 91.75 95.75,5 4 3 4 3 Z el ® 21 75 x 79.7 83.7 87.7 91.7 95.7.MI Q la MI 3 + 3 2 .4 g 4 2 �2 83 7 5 5! 8 4' 2 3 4 2 4 2 4 2 CC ,Q ,® �••••• •. •••• 87.75 61 5' 8 4 3 5 4 2 4 2 3 Z g 4 EA up x ? W 4 2 5 2i 8 91.76 6'', 5' 8 4', 3! 5 5 2 4 2 5 3 4 2 7 2+ 10 4 2 5 95.75 6! 5 8 4 3 1 5 5 2 4 2 3 EU eS 472 33 50 x79 75 83 75 67 75 91 75 95.75 6 3 8 ' 63.75 x 79.7 5' 5! 8 4 2 1 3 27.75 x 79.7 83.7 87.7 • 91.7 95.7 5 2 4 2 27.75 x79.76 83.7553 87,7 S 91.75 95.75 5 3 <c Ka 2 27.75 x 79.7 83.7 87.7' 91.7 95.75 5 3 1 M 4 2 1• •• • •• 4•• • •••• • l• 4n1xr ^•e.•d "a rum INTIGM1 wilt the FiwUn Nn4!® Cody • • �+A �?�7•�E 7' 0'! 6 3 83.756;5;8 4'3'5 5 2 4 2 fl o© , 5 3 44 Q• b 3 8 4 3 5 87 75 6 5, 8 4 3, 5 5 2 4 2 5 3 Q 4 5 3 ; 3 10 4 '' 3 5 91.7 6 5 5 4 3 6 2 4 2 6 3 6° 4 3 6 3 4 14304 4 e a• 7 3-r 1U 4 3~ 5 95.75 7 6! 10 4 3 5 5 6 2 4 2 6 3 4 0 3 6 3 iL • N 8 �1, C. 7'd • WOjD L-1.4 ••[� • : y f•�• 1, v 35.50 x .79.75 83.75 87.756 91.7 9575 6 3 ! d 4 ; 3 5 6775 x797 6; 5 d 36.13 x 79.75 83.7 87.7 91.7 95.7 6 3 4 3 36.13 x 79 -75 53.75 57.757 91.75 95.76 6 4 d 0 36.13 x 79.75 83.75 87.7. 91.750© 957 6 4 �i 6 3 8 4 f 3 5 83.7 6 ': 5$ 4 3 6 3 4 3 6 4 0 13 3 6 4•• •I•.• *. • '4 • • �: • •• 3 8 7 3-'-11.i 7 3 10 4r3i 5 87756 5 8 4 3 5 7 3 4 3 5i p a3 7 5 112M, t 4' 3 5 4' 3 fi 5 91 75 7 6 19 4 3 7 3 4 3 7 Q 3 l b 1 95.7 7 6 10 4,' 3 5 7 3 4 3 7 4 3 0 • • • •••• • • �• • •• ••• •• ILI •• • •/ . • j= ••^ j j.' ' / , f ` /7 v 4 b 37 50 x 79 75 83.7 57.75 91 75 95 75 -oar 6 3 1 E 4 3 5 ! 71 75 x 79.7 6 5 8 .� 36.75 x 79.7 • � 83.7 - 6 3 4 3 36.75 x 79.75 63.75 87.75 91.75 95.75 6 0 3 36.75 x 79.7 83.7 87.75 91.75 95.75 6 4 LI a `_ 6 3 7 8 713 10 7 3 ' 10 4T' 3 5 83 75 6 5 9 6 3 4 3 - 6 4 3 • 6 4 La 4 3�5 87 7 6 5 9 4 3© 67 7 91.7 96.7 7 3 4 3 7 7 13 3 p 3 7 5 2 4 4 3 5 91.7 7 6 10 4 3 © 7 3 4 3 7 5 7. 10 .._na�aaw.• 4 3 5 95.75 7 6 1 10 4 3 5 7 3 4 3 7 4 3 0 Rwxey;.. Firms.' ii): >- -x 107077:CwtfDLOGYDRIVE IY FL W215 P.O. BOX 9529 N.OKC1>•TS R. 34274 K« =. .. ... __. _ `{ 1 . ANCHOR QUAN17TYLOAD ZONE TABLES 7 ,:� l� /. T•�' ALUM. FRENCH DOOR & SIDE LITES,IMPACT u G74&D7 6 N4� :i4ilNGE THIS SHEET F. Po'. 8/44477 ADD 'ALSO USE wr TAKE 6707,m81E4.,'D CHANGE TABLE EL. r AD ZONE A `C' 709' 470 COLUMN REFERENCE. ADD 'E5' 7 0.4.NCHOR TYPE Visibly .8arerer PO101 6•s 19rdrmNa 11005-1 L.Mxrn,P.E. 438717 B structural T.Vann Ey, ,,.. FA 2/,11117 +Ur cmto, 1 .1.J. 6121/U7 1 NA 9 d 10 2X WOOD UU3K, NOTE'_ 1 3/4” 3 4 KSI MIN. CONC. MW E. 1X WOOD BUCK, NOTE 2 1!4" MAX. SHIM WOOD EST. •• ANCHOR d TYPE 2 OR 3, NOTE I DOOR HEAD (WOOD) i4" MAX SHIM i MIN /1 WOOD ANG -IOR DN STAGGERED CLNTE RS, - TYPE OH 3, NOTE 1 2X WOOD t BUCK, NOTE 2 DOOR JAMB (WOOD) CONIC ANCHOR ON STAGGERED I CENTERS, j NOTE 1 1 314" MIN E.D. t EXT 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 1 114" TYPE 1 OR 2 (CMU) DOOR HEAD (COMC) 1 318" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 3/4" TYPE 2 (CONC) 1/4' MAX. SHIM 2X WOOD BUCK, NOTE 21 3.4 KSI MIN. CONC. �— 1 314° IN. 4 1 X WOOD BUCK, NOTE 2 11 3/8" MIN I' 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1i4° MAX. - SHIM 1 3/4" MIN. E.D. ".'1 3/4" MIN. E.D. IX WOOD BUCK. J • 2X WOOD EXT. EXT. 1.5 KSI MIN CMU OR NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 IX WOOD BUCK. NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, 1 OR3, NOTE 1 NOTE1 1X WOOD j � EXT. 131/C K, NOTE 2 -- Ems` EXT. ' N EXT. NOTE 3 'i4" MAX. 1/4" MAX. 114" MAX. 1/4" MAX. SHIM 'AA t SHIM ' „!�� SHIM I 1 3/4' MIN. E.D. EXT 1 3/8" WPE 1 3/4" WPE 2 -1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) • 1 1 /4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 —CONC. ANCHOR, NOTE 1 _1 3 IN. ` 13/8 TYPE E � ti :r ••• • • 1 318" MIN, .. v "'' ! 1.3+8 "PEI• ••• • • TYPE 1 `` r —- 3.4 KSI MIN '"•13/4.1' • • • 1314" � 1 KSI MIN. CONIC. � CONIC , ••. • • nul,r „ " „t,. R� 1 ..,i1 .1 2k WOOU BUCK NOTE2 - MIN. E.D. ••�) 1Mrwtawuil� Lv 2X WOOD BUCK NOTE 2 I.r- 1 3/4” --...-1 u�,p c r r O, 2cw �' • DOOR SILL (WOOD) DOOR SILL (CONC) MIN. E.D. •• nou1. 4i • SIDE LITE SILL (WOOD) SIDE LITE SILL (CONCp•••• "�CL4�'•' NOTES: •.... 1 FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1i4' TAPCONS EMBEDDED 1 3/8” MIN, (TYPE 1) OR 114 •SS�• •• • •••••• CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS U '•1 •� • •• 412 SCREWS, G5 (TYPE 3) OR ELCO 114' SS4 CRETE -FLEX ANCHORS EMBEDDED 1 318" MIN. (TYPE 2). • • •••• • 2 WOOD SUCKS DEPICTED AS 1 x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUC$S • AUTHORITY HAVING JURISDICTION (AHJ). •• DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE • • •" • •• • • •i • 3. IF SILL iS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) ••••• � ; MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 1S NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS W000, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • •••• 4rarThr rte: gamily; Dam rum 3IaT: >t, Rismixer Fe,mve. S ND Cf4ANGE Tt•S,Ep. Par m: $PEC TYPE r 5 d E,MED. ON COAX, DETM SFEc. TYPE 2 6 2 ON INQOD F x 4114# 7 .4 DETAILS. ADD ANCHOR TIM .S TO NOTE I. 4 Dsm; CAmmdM am _F. K. 2,22/ 07 J.J. 8/21107 1070 TECtiNOLOGY DRIVE AMMO, FL 34275 P.O. 8®X 7620 NiOKd7M.t9, L 34274 far Visibly Better ANCHORAGE DETAILS Mew ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 NTS 10 w 10 11005 -1 B It 1; Rooarri L. CGark, P.E. PE #38712 Structural 1 INATmA.Mrltop o N Gv■) FLecto at )002 37c PN I- NV-64T 1 043 )0 6 002.si r -e r 1 it ‘ rS 1LE S 1 Ft-3)S2 F.P. O U.L'r • •• • • i5 ALLEY • • • • • • • • •• • • • • •• • •• ••• •• PAVEMENT .35' Cl. Fed. 1/2" I.P. (No i.D.) 1 1 15.45' 15.35' WS. P One Story Residence No. 1223 N C`3 r- 19.60' q 16.75' P 17.20' 0.00' Fri. D.H. CLF LotiTion; OF Nam y ---2GN .2' Enc. 4' CLF CATE Note: Measurements are to face of building not to decorative brics Fad: p.N. 24' PARKWAY r ,`.G:+i +i.'§W�' _i]vS%3• '• .FCn"4:t:.i .'fr •' . A - _`^�.�2i9 -':, b. .`S� _k�"F .s .— .::.-�.- - �:.,,,,r`•:r• . xt': •r fi ?Ra== =� •� 'i53.3;t t s as.1.- ..ytitg," ... f:s# Y 3 ?ss#;? - s'+ i'i-'s i ''' it r, 1 'fl . • • Ait clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by 'visual means. Legal ownership of fences not determined. E rtaoachments Noted: 4 • Underground structi ies, gaily, not Located. • Bearings. If shown, are based on assumed meridian or Plat of Record, • Lands shown hereon were not abstrarled for easements and/or right -ref -ways of record. • Legal description provided by client. • This certification is only for land as described. it is not a certification of title, zoning, easements. or freedom from aru;umbrances. ABSTRACT NOT REVIEWED. o There may be a„ditionai restrictions not shown on this survey that may be found in the public records of this county. ABSTRACT NOT REVIEWED. • This BOUNDARY SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. • This survey was based on the monuments found on the field. Nu construction in any manner Should be made without the prior written consent. of the Surveyor. 7) -3/411 )(Lin Nicz 1"-67 Lic14-7-p MPP.-a i5171,,,QT- M---UM 1 N 1A4 (.74i NO. 07— 06 2q \ 0 Croz FcLessol/ ikeriKaivi • • ••• • • • •• •• ••• • • • •• •• • • • • • • • • • • • • ; • • • • • • • • • • • • • • • • ••• • • ; • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • 1 •• • • • • • ••• • • • • • • 0000 • • •• • • • • 00 • • • • • • • • • 0000 00000 • • • 41I• 0000 • • • 000 • . 000 000 • o : • • •• • • • • • 000 •• 1 61", toCK 0 tNV1 I 011r6a.- ?ok) ;?,0 v\i Le c2N Akc-H tC I N TO 1*-1,P- 0 VI 4, T. (-6.. I-A-P t`;;VGAr OK CA.-0' k 11 nItA 1 n E-717 CL freed) •1 < i 1 )(Lin Nicz 1"-67 Lic14-7-p MPP.-a i5171,,,QT- M---UM 1 N 1A4 (.74i NO. 07— 06 2q \ 0 Croz FcLessol/ ikeriKaivi • • ••• • • • •• •• ••• • • • •• •• • • • • • • • • • • • • ; • • • • • • • • • • • • • • • • ••• • • ; • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • 1 •• • • • • • ••• • • • • • • 0000 • • •• • • • • 00 • • • • • • • • • 0000 00000 • • • 41I• 0000 • • • 000 • . 000 000 • o : • • •• • • • • • 000 •• 1 61", toCK 0 tNV1 I 011r6a.- ?ok) ;?,0 v\i Le c2N Akc-H tC I N TO 1*-1,P- 0 VI 4, T. (-6.. I-A-P t`;;VGAr OK CA.-0' k 11 nItA 1 n E-717 CL freed) •1 9 EX-111 1\16r Of6,N IN611- E3 14e,-P m4 tJT ert-U11/441 N \AA 1614 C44 2610e- A: 7— 66i2q If, 0 JL1 -L Crefe..":PCZ.G.5.54,31L&I ..2vm CYfetqk 1,4 GI Teo f3tocKs'1), ot iikh;:. ke,IN't"F*, C.46-4,4 ortice., goo .t1F5 R65 Aci*Z. 170 v\yEA,CC) e",71 PC /iro ot1/4.) 4, 7, r6 pit IN) 6,0 ): otsj c;r-Fo TS i? (TYP)