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HomeMy WebLinkAbout2446 Poinsetta AveRECEIVED ((''�� ` CITY OF SANFORD PERMIT APPLICATIONTAUG 2 9 2009 Permit # : \JS LA L0% ) Date: a /20, 1 / o - Job Address: Z y L/§5 lf�D l f) Si 40 U C— 0 LAQ 16 Description -of Work: Ire _ Historic District: Zoning: Value of Work: 5 a3J r( Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: #of W ter Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) (Attach Proof of Ownership & Legal Owners Name & Address: _© rte( Contractor Name & Address: p'r_y' X �0. r S Inc :7 7LA ` CnOj K-5 V State License Number: C 3 C 5.0 49 9 J Phone & Fax%p Li Z — 6 q 6 — C� �C�� 'l0 1�46'Co act Person: 0a V-1 iDL\ i<!0_V -rPhone: LAO " 0.6-0 30 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: — 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 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 of 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities suct N water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require a is lorida 7n,Y-a , FS 7 L ignature of Owner/Agent Dat Si n to off Contractor Ag t bate ,IaAIt/0 (WA01ueA'-i1- nt Owner/Agent Name Print Co tractor/A ent's Name Sig ature of Nota -State of Floridao�ptivP�BG DaPhylllS J. Nic13igtatyre of Notary -State of Florida Date 2. ° = Commission#DD27501�ntaSNeloNla6pngni4lpapuog ()'U 40 .Q Expires: Dec 14, 2090�e,e1jagw8noNS fdX3 r`c PF Bonded Thru Owner/Agent is _Persona ly Known to meot. Co tr�r p©' nii2l nfto Me or Produced ID �% �%/ J3LLJ tL(; _ tU l #tied3bndir Co.,�n C*I.0 APPLICATION APPROVED BY: Bld : , �LZoning: (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 8/19/2005 Time: 5:14:18 PM Page 1 of 2 Seminole County Property Appraiser Get Inforination by Parcel Number Page 1 of 1 Total $835.78 Stock Ci/Sanford Slvin - vnl 407 268-3010 0262 http://www.sepafl.org/pls/web/re_web.seminole_county title?PARCEL=31193151800000... 8/19/2005 ,O*Yjv JcFa"Wu.,Ci",h A SA W S+i SINDt.�tJEitt74!F1. 4 4' q 5AU11=a FLam—t-111 ...... .... W '� 403 aW- w' r•• Q Rai 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 31-19-31-518-0000-0210 Depreciated Bldg Value: $93,315 Owner: CHANDRAJIT JOANNE Depreciated EXFT Value: $1,350 Mailing Address: 3515 APPLE ORCHARD DR Land Value (Market): $16,313 City, State,ZipCode: DELTONA FL 32738 Land Value Ag: $0 Property Address: 2446 POINSETTA AVE SANFORD 32771 Just/Market Value: $110,978 Subdivision Name: GARDENIA Assessed Value (SOH): $110,978 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $110,978 Dor: 08 -MULTI FAMILY LESS TH Tax Estimator 2005 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 05/2005 05751 1403 $84,000 Improved 2004 Tax Bill Amount: $1,740 QUIT CLAIM DEED 12/1993 02691 1015 $100 Improved 2004 Taxable Value: $84,880 ADMINISTRATIVE DEED 08/1984 01574 1592 $7,000 Vacant DOES NOT INCLUDE NON -AD VALOREM SPECIAL WARRANTY DEED 08/1984 01574 1590 $5,000 Vacant ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEGS 38 FT OF LOT 21 & N 37 FT OF LOT Method Units Price Value 22 GARDENIA FRONT FOOT & 75 110 .000 250.00 $16,313 PB 5 PG 77 DEPTH BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 MULTI 1985 6 1,904 2,240 1,904 WD/STUCCO $93,315 $100,881 FAMILY FINISH Appendage / Sgft SCREEN PORCH FINISHED/ 140 Appendage / Sgft UTILITY FINISHED/ 40 Appendage I Sqft SCREEN PORCH FINISHED/ 140 Appendage I Sqft OPEN PORCH FINISHED/ 8 Appendage / Sgft OPEN PORCH FINISHED/ 8 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New CONCRETE DRIVEWAY 4 INCH 1985 1,080 $1,350 $2,700 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "-"" If you lecently purchased a homesteaded property yournext ear's property tax will be based on JusVMarket value. http://www.sepafl.org/pls/web/re_web.seminole_county title?PARCEL=31193151800000... 8/19/2005 INSTALL PURCHASE ORDERS Date: 07/23/2005 Page: 2 ________====(Use this number to invoice The Home Depot) P.O. Nbr 64447769=====__ For customer: REARDON, RODERICK=====__ BASIC INSTALLATION LABOR INCLUDES: PREHUNG DOOR (UP TO 36" x 9611) Quantity: 1.00 UM: EA Price Ea.: OPTIONAL LABOR PURCHASED: 44 ***PROMO***06/30/05-07/27/05 - DOOR INSTALLATION PREHUNG DOOR UPTO 36"X96" Quantity: 1.00 UM: EA Price Ea.: CUSTOM WORK: $225.00 Extension: 10% OFF THE PURCHASE OF ANY -$22.50 Extension: O1 INSTALLER WILL DO SMALL EXTERIOR JAMB EXTENTION TRIM FLUSH Quantity: 1.00 UM: EA Price Ea.: $45.00 Extension: SPECIAL INSTRUCTIONS: $225.00 -$22.50 $45.00 CUSTOMER INTERESTED IN MASONITE OAK FANLITE... WESTCHESTER 7/23@2:05PM CUSTOMER WANTS NOW WOOD MASONITE PREFINISHED OAK 3/4 OVAL SPRINGFIELD, BRASS CAMING NO BRICKMOULD, NO CASING, CUSTOMER TO PULL OWN PERMIT INSTALLATION LABOR SUB -TOTAL: $247.50 CREDIT FOR MEASUREMENT: -$30.00 INSTALLATION LABOR TOTAL: $217.50 00021099 P.O. Nbr 64447769=====__ LIMITED POWER OF ATTORNEY i here7m,5 e and, appoint`: —f] L t Si c --(Q4-- —Printed Name of Appointee c� rs e —Company Name of Appointee to be my lawful attomey-in-fact to act for me in applying to Government Commercial/Residential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: Section 31 F T Township t 2- Z %arG�2r<1 i �- Range Subdivision Block — Lot rfro, ect Address — Ocw}�✓ e__—� kc,r6�Gr X14 — -Owner of Property Z q 61j[��� a iCy —_--- —Owner Address Signed:—_—_ — oor6rad o4Qn6VCW 8WOO rre Date:' ZO'g� Certified Contractor. / 7- — prin%d name — Contractor license #:_ CBG%�-- State of F10d4k ) county of ) Sworn to ore me wsy� U day of a by )who I* me or who has produced Notary P&W /V comrrission GPM: fon"aNwrd zftn*V4250Wv itptY t "� BRYANT K. ROBINSON i MY COMb11SSI0N # UU 269995 a;= EXPIRES: November 25, 2007 jif Bonded firu Notary Public underwriters Chandrajit Residence 24APoinsetta Ave. Sanford, FL 32771 fi Florida Building Code Online r .1r 'ir �r 7 Overview Product Search Organization Product Search Application User: Public User - Not Associated with Organization - Page 1 of 2 Need Help ? Application #: FL1527 Date Submitted: 01/09/2004 Product Manufacturer: Silverline Building Products Corp. Address/Phone/email: One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 Category: Exterior Doors Subcategory: Sliding Evaluation Method: Evaluation Report from a Florida Registered Architect or Florida Professional Engineer Referenced Standards from the Florida Building Section Standard Year Code: 1707.4.2.1 101/1.S.2 1997 2605.2 ASTM D638, 2001 D635, D1929 ASTM D2843, 2001 E84 Florida Engineer or Architect Name: Lyndon F. Schmidt Florida License: PE -43409 Quality Assurance Entity: National Accreditation and Management Institute Validation Entity: Wendell W. Haney, P.E. Authorized Signature: Pete Thornton petethomton@silverlinewindow.com Evaluation/Test Reports Uploaded: PTID 1527 T EVAL.pdf PTID=1527_T_INST DWGS.pdf Installation Documents Uploaded: V#x@00 Florida Building Code Online Product Approval Method: Application Status: Date Validated: Page: Method 1 Option D Approved 02/18/2004 Page 1 / 1 Page 2 of 2 pp/Seq Product Model # or Name Model Description Limits of Use 1527.1 Series 5500/5600/5700 Extruded PVC Sliding Patio Door ME= '��s��`.: - ��a��,.ss�s.�-. `_,....���e"�-�.�,s - �a . _3,�� ���`.i�.�,.: u�•-�%� "�.tia.<:: r.�a� t�^�-,�$�:`'s...`.. "w: � .�,�,.',ze�'' °"�..i�„ q Copydght and Disclaimer; ©2000 The State of Florida. All rights reserved. z http://www.floridabuilding.org/pr/pr detl.asp?IPT=1527&RV=O&fm=ROSrch 1/16/2005 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.659.4858 Report No.: Date: Product Category: Product sub -category Product Name: Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report FS O4-0102.02 January 2, 2004 Exterior Doors Sliding 5500/5600/5700 Patio Doors Manufacturer: Silverline Building Products Corporation 1 Silverline Drive North Brunswick, NJ 08902 Phone: 732.435.1000 Facsimile: 732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silverline Building Products based on Rule Chapter No. 913-72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product has been evaluated for use in locations adhering to the Florida Building Code (2001 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 35.0 PSF Negative 39.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 142 dated December 29, 2003 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specificuie-parameters. Lyndon F. Schmidt, P.E. No. 43409 January 5, 2004 Sheet 1 of 3 Limitations 1. The 5500/5600/5700 Without Nailing Fin Units Extruded Vinyl Sliding Patio Doors have been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windbome debris protection this product is required to be covered with an external protection device that complies with Section 1606.1.4 of the Florida Building Code 2001. 3. Size Limitations: Configurations MAX. Nominal Width MAX. Nominal Height Single w/ Fixed Lite XO 71.625" 79.75" Single w/ Fixed Lite XO 95.625" 79.75" Single w/ 2 Fixed 1-ites OXO 143.625" 79.75" *Double w/ 2 Fixed Lites OXXO 143.625" 79.75" *Single cannot exceed 35.5" x 79.75". 143.625" x 79.75" +3S.0 4. The Design Pressure Rating for the various size units are as follows: Configurations Size Positive PSF Negative PSF Single w/ Fixed Lite XO 74.625" x 79.75" +35.0 -39,0 Single w/ Fixed Lite XO 98.625" x 79.75" +35.0 -35.0 Single w/ 2 Fixed Lites OXO 143.625" x 79.75" +35.0 -35.0 Double w/ 2 Fixed Lites OXXO 143.625" x 79.75" +3S.0 -35.0 Lyndon F. Schmidt, Pk. No. 43409 Janua;y 5, 2004 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL -142 titled Silverline 5500/5600/5700 Without Nailing Fin Units Extruded Vinyl Sliding Patio Doors sheets 1 through 4 of 4 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), dated December 30, 2003, with no revisions, signed and sealed by Lyndon F. Schmidt, P.E. B Test 1. Testing per HAMA / NWWDA 101/I.S. 2-97 as performed by Architectural Testing Inc. and reported in test report number 01-34723.05, dated May 1, 2000, signed by Bruce W. Croak, Director - Product/Physical Testing. 2. Testing per AAMA / NWWDA 101/I.S. 2-97 as performed by Architectural Testing Inc. and reported in test report number 01-39202.01, dated May 14, 2001, signed by Allen N. Reeves, P.E. 3. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami -Dade Notice of Acceptance 03-0523.01, expiring August 15, 2007 C Calculations 1. Anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Glass Load Resistance Report ASTM E1300-98/00 prepared by Roberto Lomas D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Silverline Building Products, North Brunswick, NJ is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Silverline Building Products ID # S-019-1 - - .! Lyndon F. Schmidt, P.E. No. 43400, January 5, 2004 Sheet 3 of 3 LINE 9UIlDING PRODUCTS CORP. 1 SILVERUNE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 5500 / 5600 15700 SERIES, W/OUT NAILING FIN EXTRUDED VINYL SLIDING PATIO DOOR 71.625' MAX. FRAME OVERALL WIDTH DESCRIPTION 35.5" MAX. c PANEL WIDTH r 3 / 4 x Lu 43' MAX. D.L.O. w z o = a a -I 31' MAX. _ J o D.L.O. a a � � 0 0 31 MAX. >tu 0 0 D.L.O. a 0 -I O1 J Q 0 0 OI T—T� X 0 DESIGN PRESSURE RATING i +35.0 psf -39.0 psi LINE 9UIlDING PRODUCTS CORP. 1 SILVERUNE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 5500 / 5600 15700 SERIES, W/OUT NAILING FIN EXTRUDED VINYL SLIDING PATIO DOOR GENERAL NO 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. J. WHEN THIS PRODUCT IS USED IN AREAS REQUIRING WINDBORNE DEBRIS PROTECTION, THEN THE APPROPRIATELY APPROVED SHUTTERS FOR THE REGION ARE REQUIRED. 95.625" MAX. OVERALL FRAME WIDTH 47.5" MAX. PANEL WIDTH SHEET DESCRIPTION 1 c 2 r 3 / 4 x Lu 43' MAX. D.L.O. w z o a a -I J o " 43" MAX. D.L.O. 0 0 31 MAX. z D.L.O. a 0 -I O1 J Q 0 0 GENERAL NO 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. J. WHEN THIS PRODUCT IS USED IN AREAS REQUIRING WINDBORNE DEBRIS PROTECTION, THEN THE APPROPRIATELY APPROVED SHUTTERS FOR THE REGION ARE REQUIRED. x o DESIGN PRESSURE RATING +35.0 psf -35.0 psf TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 BILL OF MATERIALS & PANEL CROSS SECTIONS 3 ANCHORING CROSS SECTIONS IX BUCK TO MASONRY 4 ANCHORING CROSS SECTIONS 2X BUCK TO MASONRY x o DESIGN PRESSURE RATING +35.0 psf -35.0 psf 1 I o x 0 DESIGN PRESSURE RATING +35.0 psf -35.0 psf 143.625' MAX. OVERALL FRAME WIDTH -{ 35.5' MAX. 143.625" MAX. OVERALL FRAME WIDTH 47.5" MAX. PANEL WIDTH ,I I PANEL WIDTH I- 2 2 Q IJ" " 43" MAX. D.L.O. a 31 MAX. z D.L.O. a 0 -I J Q 0 0 n ri i of n 1 I o x 0 DESIGN PRESSURE RATING +35.0 psf -35.0 psf I 0 x x 0 DESIGN PRESSURE RATING +35.0 psf -35.0 psf N.T.S. er: TJH er RW NG N0.: FL -142 1 of 4 143.625' MAX. OVERALL FRAME WIDTH -{ 35.5' MAX. ,I I PANEL WIDTH I- 2 2 " 31 MAX. z D.L.O. a 0 -I J Q n i of n n I 0 x x 0 DESIGN PRESSURE RATING +35.0 psf -35.0 psf N.T.S. er: TJH er RW NG N0.: FL -142 1 of 4 Item DESCRIPTION Material 1.59" 1 2 DORIA<D P6C .090 Y411 FRN[' FEAD 1 Bf 5!LiER(X✓E DORlA7ED PYC W1'I FRYfE � 1 BY SfLVERIINE FVC C Q .090 a 3 4 EXTRUDED PIC . SAL BY SA.YDtLYLE EXIRIAED PyC GIAZMG 9FAD 2317 BY SaVERlBVE PVC PVC 4 a w 5 6 .060 EXAn>DED PIC .090 PANEL 1Q° RAIL BY SILIkRLaIE IM EXIRIIDED PIC .090 PANEL 80TRMl RAIL BY S1Yf1�E PVC PVC 5 cy O �owc 7 PIC .090 P LOp( STKfS BY S9.VF1d14E QMW IM PVC 9 PIC 09r ACIK PANII SLNMIG PAHO DOOR fNMDIE LOp( 731, LOp( 537 - 14 ("{R yyag 3' d E. 10 S1i111G PAHO 000.4 RCIIFR A95E]diY i1 -19,i5 -667s 8Y 8HL6ZS HW. fl%fD llfE ftETA6WVG L� P1A5AC IS Bf Sq.VERIX�E PLASTIC GLASS K SPACFR - 21 B 9 - toac silt£ snn RtrvFaa�ir.iTs is � saw 1" MIN. IX1R110ED ALLWN1A1541 COIER 6 1 ?j 13 GIAZMG 1' �IAATED TFIrPERED CLASS 1 8' Aa1PERED - 3 �' A9R - 1 8' TEI1PFRfD GLASS GLASS THK. 2 L;Q a ti S 14 15 GLAZOdG COMPOUND DOW 1199 1 PlifALOp1 S11£ SiEE1 RENFORCOIFNI 8Y 5tIE1dAE SILICONE STEEL Z a / : c �u . u 16 70 0 P R UL PILE $ 17 1 JIM z T PFH DNC PLATE SCFfW FRYIE OARS STEEL 18 OORIAED fLYED PNk1 SAIF 7 HI SA.IERIltE PVC s V-3 g 19 STEEL i� 20 arSQ n g i1 NG 23 6 0 NOTE: THE BILL OF MATERIALS SHOWN IS FOR THE ENTIRE DOOR UNIT. ONLY PARTS OF THE PANEL ARE CALLED 0 0 O m Ci OUT ON THIS SHEET. J _ 16 w �d y a 10 (ACTIVE PANEL ONLY) 1 2 PANEL ELEVATION �1 VERTICAL CROSS 2 SECTION N Z O N 47.5" MAX. PANEL WIDTH ACTIVE PANEL 8 2.145" � � 9 (ACTIVE PANEL ONLY) FIXED PANEL 18 13 15 20 N =- 14 22 o co ti a 0 � o 'a rn z —12/29/0,3 00 o O 7 � N.T.S. M. or TJH 4 21 RW �' �' 16 9 (ACTIVE PANEL ONLY) oiuwa+c Na.: SECTION2HORIZONTAL CROSS 2 FL -142 srr Of GLASS K SPACFR - 21 C1AI91G $HW - toac silt£ snn RtrvFaa�ir.iTs is � saw IX1R110ED ALLWN1A1541 COIER ANCHORING AT MEETING - MAU caw IAM -UN & PANEL CENTER TYP• SILL TO MASONRY LINES TYPICAL ALL UNITS to on+ P. n m MASONRY LINTEL 71.625" MAX. OVERALL FRAME WIDTH 2' MIN. 1 x 2 FURRING 3 1/4 X 3/16" 'N DRYWALL TAPCON ANCHOR � 110 TYP. HEAD & SIDES 1 x 6 SUB -BUCK STUCCO 6" TO BUCK & MASONRY 6. N , j: ° " " 3" SILICONE CAULK J-1 CAULK 1/4' MAX. SHIM HEADER JAMB `z 1/4" MAX. SHIM 3 1/4" x 3/16" 6" 6" SILICONE CAULK TAPCON ANCHOR FILLED W/1.25" MIN. EMB. INACTIVE PANEL W JAMB FIXED SAS&--- 95.625" MAX. -{ 2 E PANEL L � U CAULK SILICONESILICONE HEAD JAMB CAULK ACTIVE PANEL MASONRY FLOOR N DRYWALL 1 x 2 FURRING X O J w n a, :< 6" 6" 4 } 3" 2 1/4" x 3/16" HEX ANCHORING AT MEETING - MAU caw IAM -UN & PANEL CENTER TYP• SILL TO MASONRY LINES TYPICAL ALL UNITS to on+ P. n m MASONRY LINTEL 2' MIN. 1 x 2 FURRING ACTIVE PANEI 'N DRYWALL � 110 1 x 6 SUB -BUCK STUCCO N , j: 3 1/4' x 3 16' SILICONE CAULK SILICONE CAULK 1/4' MAX. SHIM HEADER JAMB `z 1/4" MAX. SHIM 3 1/4" x 3/16" SILICONE CAULK TAPCON ANCHOR FILLED W/1.25" MIN. EMB. INACTIVE PANEL JAMB FIXED SAS&--- 95.625" MAX. -{ E PANEL L CAULK SILICONESILICONE HEAD JAMB CAULK ACTIVE PANEL MASONRY FLOOR DRYWALL 1 x 2 FURRING X O i x 6 SILICONE CAULK 143.625" MAX. 143.625" MAX. Adjust Topcon anchor locations, if necessary, to maintain., minimum 2.0" clearance from mortar joints. SUB BUCK ACTIVE PANEI 'N 09 � 110 N , j: 3 1/4' x 3 16' TAPCON ANCHOR Adjust Topcon anchor locations, if necessary, to maintain., minimum 2.0" clearance from mortar joints. SUB BUCK ACTIVE PANEI N , j: 3 1/4' x 3 16' TAPCON ANCHOR W/1.25" MIN. EMB. L' SIDE JAMB `z 1/4" MAX. SHIM SILICONE CAULK FILLED STUCCO BLOCK JAMB FIXED SAS&--- E PANEL L CAULK SILICONESILICONE CAULK MASONRY FLOOR �!+ '• �' 2'1/4"Ix 3/16" -� 2" MIN. �- HEX HEAD ELCO TAPCON W/1.25" SILL MIN. EMB. . SEAL ALL ANCHOR HEADS WITH SILICONE CAULK N.T.S. er. TJH sr: RW w NO.: FL -142 or 4 STILES & PANEL CENTER Typ. LINES TYPICAL ALL UNITS SILLLL TO MASONRY C r; n n 71.625" MAX. OVERALL WIDTH — 2" 1 x 2 MIN. r FURRING c 6" 'i '.... .' 3" 6` g" aw_ sy., RW STUCCO :.' v`.: e 6" 3. 3" EMB. ' 3. • is DRYWALL STUCCO/7\ JAMB BLOCK #10 x 2 1 /4" PPH SHEET METAL SCREW SILICONE CAULKS _ ° eo d 2 x 6 SUB—BUCK SILICONESILICONE HEADER JAMB 1/4' MAX. SHIM 9 ! e 6 4.5" 4.5" INACTIVE PANEL X b� 2 3/4" x 3/16" d + HEAD JAMB TAPCON ANCHOR god X 0 DRYWALL 1 x 2 BUCK TO MASONRY, TYP. o c�iZ • SIDE JAMB nZ� �� 0 2 3/4" x 3/16" 0 o 0 TAPCON ANCHOR�'- W/1.25" MIN. EMB. i :. w LUw — 143.625" MAX. ;;^' , �� w YL <•! :.v.�.. #10 x 2 1/4* PPH #10 x 2 1/4" PPH a V) `' SHEET METAL SCREW, 4FRAME TO BUCK, TYP. or. o x .. LU W h of P, j M 6" ' I 6"i° 3" 6" 3` 2 1/4" x 31/1^6" HEX A AIPLI D Alli AT \1CCTIAI!`_ STILES & PANEL CENTER Typ. LINES TYPICAL ALL UNITS SILLLL TO MASONRY C r; n n 0 Ik x II 0 143.625" MAX. MASONRY LINTEL 2" 1 x 2 MIN. r FURRING c 'i '.... .' 2 3/4" x 3/16" P . aw_ sy., RW STUCCO :.' v`.: TAPCON ANCHOR W/1.25" MIN. r EMB. U •r`P�,Z SILICONE CAULK DRYWALL STUCCO/7\ JAMB BLOCK #10 x 2 1 /4" PPH SHEET METAL SCREW SILICONE CAULKS _ ° eo W/1.33" MIN. EMB. 2 x 6 SUB—BUCK SILICONESILICONE HEADER JAMB 1/4' MAX. SHIM 9 ! e 6 aa�EE$$ vE 95:625" MAX. -- { INACTIVE PANEL X b� d ACTIVE PANEL HEAD JAMB god X 0 DRYWALL 1 x 2 SILICONE CAULK o c�iZ FURRING SIDE JAMB nZ� �� 0 2 3/4" x 3/16" o 0 TAPCON ANCHOR�'- W/1.25" MIN. EMB. :3 w '2 x m — 143.625" MAX. ;;^' , �� o xr v <•! :.v.�.. #10 x 2 1/4* PPH 0 Ik x II 0 143.625" MAX. SHEET METAL SCREWS SHOWN, TAPCONS NOT SHOWN FOR CLARITY. Adjust Tapcon anchor locations, if necessary, to maintain p minimum 2.0"'clearance from mortar joints. ., 2 1/4 x 3/16` Y MIN. HEX HEAD ELCO TAPCON W/1,25" jM SILL MIN. EMB. SEAL ALL ANCHOR BOLTS WITH SILICONE CAULK SHEET METAL SCREW 2 x 6 W/1.25" MIN. EMB. SUB BUCK M. BY. TJH aw_ sy., RW naAWM NO.: FL 142 y� 4 or4 1/4" MAX. SHIM SILICONE CAULK FILLED STUCCO/7\ JAMB BLOCK FIXED SASH& E PANEL L SILICONESILICONE CAULK CAULK ---MASONRY FLOOR SHEET METAL SCREWS SHOWN, TAPCONS NOT SHOWN FOR CLARITY. Adjust Tapcon anchor locations, if necessary, to maintain p minimum 2.0"'clearance from mortar joints. ., 2 1/4 x 3/16` Y MIN. HEX HEAD ELCO TAPCON W/1,25" jM SILL MIN. EMB. SEAL ALL ANCHOR BOLTS WITH SILICONE CAULK WE 12129103 saue: N.T.S. M. BY. TJH aw_ sy., RW naAWM NO.: FL 142 y� 4 or4