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HomeMy WebLinkAbout107 Centennial DrS Permit # 5 09l� Job Address: Description of Work: \ C Historic District: Zoning: RECEIVE® CITY OF SANFORD PERMIT APPLICATION (� Date: MAY 2 4 2nM Value of Work: $ Z Permit Type: Building A0 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 Water 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) Parcel #: M - ZD `30- , :T 1 D OQD ` � (00 (Attach Proof of Ownership & Legal Description) Owners Name & Address: Jam. C\ fol 0Q_&-k0.tnV�1Gr� 121- Sim. Phone: 14 -32�'��% 7 Name & Address: Vo &y- �z Z - 1 O Q/L.i I L, State License N tuber. C_C o 1 Y2vJr pp 1/p� Phone & Fax: 9 Contact Person: Phone: ^Q V 0.1 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 forELECTRICALWORK, 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 such as water management districts, state agencies, or federal agencies. Acceptance of per ' verification that I will notify the owner of the property of the req ' ments o F ori a L n Law, FS 713. Signatu of Owner/Agent Date Sigriatur o ontra 1-p/Agent Pri er/Agen ' e Pint Co tract /Ag 'QName Y P Date MY COMMISSION # DD 214830 \o� �XPlAE3: Noverllner i2, 2006 * + ro �o� Bonded Thru Budget Notary Services _7Lk� tBonded Thru Budget otary em Owner/Agent is _Personally Kna%pFpodb�e o Con ac /Agent is _Per Ilsen� y Known to Me or Produced ID 1PL 4 p weed ID V -� APPLICATION APPROVED BY: Bldg: 1/1 _ 3 (L Zoning: (Initial &Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) A <�' r-)©, Stgn NotaryStat o londa oA ua, JIM RUPERT a of EXPIRES:June 16,2007 FF _7Lk� tBonded Thru Budget otary em Owner/Agent is _Personally Kna%pFpodb�e o Con ac /Agent is _Per Ilsen� y Known to Me or Produced ID 1PL 4 p weed ID V -� APPLICATION APPROVED BY: Bldg: 1/1 _ 3 (L Zoning: (Initial &Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) A <�' r-)©, Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l http://www.scpafl.org/pls/web/re web.seminole county title?parcel=0320305FT0000146... 5/24/2005 DAVID JOHNSON. CrA, Ayr PROPERTY SA APPRAISER -, f • /r` SEMINOLE call "QTY FL. "C'E. rIBST 5T SAH FORS, F - 3 877 1-1468 yl 407 665 -7505 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 03-20-30-5FT-0000- Number of Buildings: 1 Parcel Id: 1460 Tax District: S1-SANFORD Depreciated Bldg Value: $73,911 00- Depreciated EXFT Value: $250 Owner: HUNT JEAN M Exemptions: HOMESTEAD Land Value (Market): $20.000 Address: 107 CENTENNIAL DR Land Value Ag: $0 City, State,ZipCode: SANFORD FL 32773 Justirvilarket Value: $94.161 Property Address: 107 CENTENNIAL DR SANFORD 32773 Assessed Value (SOH): $94.161 Subdivision Name: HIDDEN LAKE PH 2 UNIT 4 Exempt Value: $25.500 Dor: 01 -SINGLE FAMILY Taxable Value: $68.661 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $1.733 WARRANTY DEED 08/2004 05424 1938 $133,000 Improved 2004 Tax Bill Amount: $1.733 WARRANTY DEED 12/1997 03346 1959 $70.000 Improved save Our Homes (SOH) Savings: $0 QUIT CLAIM DEED 07/1986 01758 0375 $100 Improved 2004 Taxable Value: $84.546 WARRANTY DEED 11/1982 01425 0031 $47,800 Improved DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION :'LAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 146 HIDDEN LAKE PH 2 UNIT 4 PB 25 PGS 66 8 67 LOT 0 0 1.000 20.000.00 $20,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1982 6 934 1.544 934 CONC BLOCK $73.911 $81.221 Appendage / Sgft OPEN PORCH FINISHED / 60 Appendage I Sgft GARAGE FINISHED / 550 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM PORCH W/CONC FL 1987 96 $250 $624 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recent!y purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole county title?parcel=0320305FT0000146... 5/24/2005 This instrument Prepared by -1 . ( Name: SEARS HOME IMPROVENT PRODUCTS, INC. P.O. BOX 522290 LONGWOOD, FL 32752-2290 1-407-551-5376 "VOk WWW1 MERK Q4= CIRCUIT WAT SENINIJU CLOMW BK 05737 P46 1546 CLEWS �V dc'��b�itUB{��cigBi� 9�g RWti11�1 ih1641i "M 01 t.681 1 PH REMIM FEES M" WIMU- BY D Th®as NOTICE OF COMMENCEMENT State: CERTIFIED COPi MARYANNF MOR�;L County: c,,1= �Pg_ CLERK OF CIRCUIT COURT SEMINOL .OUNT -�pA The UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with BY Chapter 713, Florida Statutes, the following information is D Y CLERK provided in this notice of Commencement, 1. Description of property: (legal description of MQ►1 2 4 2005 property, and street address if available) A-21 _Zo-30- ly bo o�r ��z►� tom, 1 t un UP- PSN z (Jwt+ 2. General description of. improvements: A p� 0 3. Owner information � ` a. Name and address: CJ,0 Q. �� l j�'"� �� !A+'P-. A V)"I Q 1 WI b. Interest in property: c. Name and address of fee simple titleholder (if other than owner):ry�� 4. Contractor: (name and address) SEARS HOME IMPROVEMENT PRODUCTS, INC.. P.O. BOX 52290, LONGWOOD, FL 32752-2290 1-800-222-5030 5. Surety a. Name and address: NA b. Amount of bond $ 6. Lender: (name & address) NA 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, Florida Statutues: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) ABOVE NAMED CONTRACTOR 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) �v ature Owner) Drivers License #: Owners Name: �� r I�( YV\ Owner's Address: Q: All information must be typed or printed legibly to comply with recording requirements. ti STATE OF FLORIDA S COUNTY OF The foregoing instrument was acknowledged before me this S=�Z —05— by F1 �. Who is personally known to me or has produced 4', L, as identification and who did (Signature of person taking acknowledgement) 04 NOTARY PUBUC•STATE OF FLORIDA *Roger Andrews Commission #DD396213 Expires: FEB. 14, 2009 (tonot$k$rankdathtic Bonding Co., Inc. ame of officer taking acknowledgement - typed, printed or stamped) (Title or rank) (Serial number, if any April 2005 7 Fl HOME IMP1V®VEMEI�IT P11®®L/1--TS LETTER OF AUTHORIZATION C)—� 0 I, A. W..Nyman, Jr., Assistant Secretary and State Qualifier for Sears Ho Improvement Products, Inc., give permission to Jeana Rupert to be able to submit permits and licenses, pick up permits and licenses, make changes to permits, licenses and plans and initial changes made by the building department on behalf of Sears Home Improvement Products, Inc. I also give permission to Jeana Rupert to purchase permits and/or licenses with a company check, personal check, personal credit card or cash. This authorization is valid through December 31, 2005. I certify that the above information is true and correct -ff- P. 1 .01 �- At��� A. . Nyman, Jr., Assista t Secretary and State Qualifier Sears Home Improvement Products, Inc. STATE of Florida COUNTY of Seminole SWORN TO AND SUBSCRIBED BEFORE ME THIS ` -�L day of , AD, 2005. Deborah Pressley °`YPG�`� Commission #DD241134 Print Name: Deborah Pressley =N. �J Q=Expires: Aug 13,2007 Notary Public State of Florida 'r'OF Bonded Thru I...`Atlantic Bonding Co.. Inc. MY COMMISSION EXPIRES: Aug. 13, 2007 -4 :r :fir+ Community;- A!fe� 1 Jilt. PI�ODUC- AT .ROvAT.� �` _ _ Proai%trsearch ProductOverview Product Search Organization User. Public User - Not Associated with Organization - Product Manufacturer. Madden Mfg. Category: Shutters Subcategory: Storm Panels Application/Seq #: Application Status: Evaluation Method: Order by: Organization. Search (### or (ALL) (ALL) Manufacturer App / Seq # Category Subcategory Status Evaluation Method Nee(1 Help? OF atlFOl To eilit an application thal is NOT YF T A1'1'RO)VED. lob in, search tier the Application Seq and click on the link antler "Cate_on' Revising Al'PR0VF-D (onh) ;\pplications: Loi in and click the "Revise \ppro\ ed Application" buttoti. New Product Page: Go Search Page 1 / 1 PP/ # Manufacture Category Subcategory Validation Entity/ValidatorStatus Frank L. ennardo, P.E. FL240 Madden Mfg. Shutters Storm Panels Approved 561 391-2888 FL2754IMadden Mfg.]Shutters http://www.floridabuilding.org/pr/pr__srch.asp 1/18/2005 I� �pBEL ��fl (I� I I 1.250• fh .'� 3.00' MAXT 2.250B37' 2.015' (-/27V I .GOY T�. R .250'1.220' . i� I I \.A37• I I I .062 TYP. X .250' T .750' 1.031Y �---^I zs7/B• _ 1Z \ �1�� 2.000' .094' Y 3.350' 375 BS' .12-1-12,0'j. 2.250' 750 106 I.IZS'.-1.� � 2.00 09 1 1.500' 1.250' I I �094�'I1L 20- 12.00' COVERAGE + 2.239' O V HEADER g® BULD T2.OHEADER 13.526•- �+1 '�I ® STORM PANEL .Our ALUMINJIIM 608 2.015' F.050. LABELLOCATION .093' I.O31Y TN y u -.BOD• 2.ODP 6.00' COVERAGE --{ I'. OHALF STORM PANEL : T STUD O 1. HEADER �� .36- DIRECTION 36^ I- OIRECT1�11�,093' TAP. / _1111 SIS' 649• ,313- p• I/4'-20 MACHINE SCREW ALT. LEG _L}7'' 2.00 STUD O 6' OR 12' O.C. 1.686• DIRECTION 1.68 .156 .IBB• I.00 _ 11 C==== �_ G STUDDED ANGLE Y x Y TAP. Z.00' -1 090• .090' TAP. -� �•�- 2.500' TN .100' 2.000' 1 �� 1500' TAP. 1.000' I-� 6.00' COVERAGE --4 A® 0.100' POLYCARBONATE STORM PANEL SEE GENERAL NOTE 12 GENERAL NOTES: 1. THIS STORM PANEL SYSTEM IS NON-PORDUS AND IS DESIGNED AND TESTED IN ACCORDANCE WITH SSTD BI2-99 TO COMPLY WITH THE FLORIDA BULONG CODE 2001, TEXAS DEPARTMENT OF INSURANCE. AND !ZZICANE / CYCLONE PRONE AREAS. 2. REFERENCE THE APPROPRIATE WIND LOAD TABLES BASED ON THE GOVERNING CODE AID WIND VELOC RY ASCE 7.99. EXPOSURE CATEGORY 'A','B•, OR 'C'. SEE WIND LOAD CHART. SEE TABLE 4. 3. WHERE COMPLIANCE WITH SSTO 12.0915 REQUIRED, PANELS SHALL BE LABELED WITH A MINIMUM OF ONE PERMANENT OR EMB"SSEO LABEL PER PANEL OR OPENING. THE LABEL SHALL CCNTAN THE FOLLOWING INFORMATION: MADDEN MFG. CO. SSTO 12-00 LG. MISSILE IMPACT RESISTANT 4. PANELS HAVE BEEN TESTED TO 7KE MAXIMUM SPANS ANO LOADS. DESIGN G BASED ON ONE OR MORE OF THE FOLLOWING CONSTRUCTION TESTING CORPATION TEST REPORTS M. POC -96-0W DATED 4-2x96: Po-Oli DeTED 2.6-98: 99-004 DATED 2.3-99; 00-022 DATED 5-31-00; 00-033 DATED 6.2L-00: 00-041 DATED 5.3-00: 00-050 DATED R-13.00: 01-023 DATED 624-01: OI -027 DATED 9 5.01; OR SIASEOLENT R 6 D TESTING FOR SITE SPECIFIC APPLICATIONS AND DESIGN REOUREMENTS. 5. STORM PANELS SHALL BE SO5 wl&, 5052-H32. OR 300& M-34 A -LM" ALLOY - .003, .050' THICKNESS. ALL ALUMINFM EXTRUSIONS SMALL BE 606176, U.O.M. 6. ALL FASTENERS TO BE 2024.74 ALUON Il ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 KSI MNIMUM YE1LD STRENGTH. FASTENER SPACINGS SEE TABLE 2. 7. TOP ANO BOTTOM ATTATCHMENTS ARE INTERCHANGAELE AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE DIRECT MOUNTED. SEE "NEPAL NOTE 11. I. THE PERMIT HOLDER SMALL VERIFY THE ADEOIIACY OF THE EXISTING STPUCTURE TO SUSTAIN THE NEW SUPERRPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE PRIOR TO C(WNENCING WORK. _ 9. ANCHORS SMALL BE INSTALLED N ACCORDANCE WITH MANUFACTUEWS RECOMMENDATIONS. A MINIMUM OF Y EDGE DISTANCE 15 REWIRED WITH MASONARY CONDITIONS. WO MNIMLM EDGE DISTANCE A REOWRED FOR WOOD, NON STRUCTURAL FASADE WILL REOUIRE LONGER FASTENERS AND MUST COMPLY WITH MANIFACTLRERS EMBEDMENT REQUIREMENTS. 10. THIS DRAWING G NOT V FOR PERMIT 1.14LESS ATTACHED TO A DRAFT OR FINAL APPROVAL DOCUMENT FROM: SBCCI OR SIGNED A/O SEALED BY JOSEPH POTTS, P.E. OR RUSS GCLLDY P. E. THIS DRAWING SHALL NOT BE REPRODUCED WITHOUT THE CONSENT OF MADDEN MANFACTIRNG CO. 11. DIRECT MOUNT APPLICATIONS KAT USE APROVE0 MOUNTING CONDITIONS ANO FASTENERS. SEE DIRECT MOUNT FASTENERS ON PAGE Z. 12. POLYCARBONATE PANELS ARE AN OPTION AND MAY BE USED ONE TO AN ASSEMBLY OR EVERY OTHER PANEL POLYCARBONATE PAWLS MUST BE STITCHED AT MO SPAN ON LENGTHS OVER SP ULESS SITE SPECIFICLM ENGINEERED DOCENTS INDICATE OTHERWISE. 13.DOLALE TRAP INSIDE MOWTM A DESIGNED FOR INTERIOR APPLICATIONS, 14. SLOE TRACK PANEL APPLICATION A USED FOR EXTERIOR MOUNTING WITH PANELS INSERTED FROM THE INSIDE. t� OH 'E' TRACK O 'F' TRACK ALT STLO -.125.-m DIRECTION �I�-•.125' TAP. Ii T I/4'-20 MACHIE SCREW '..'0"" O.C. 2.00' I'XY%.12y'MIN. TO I 1 I - 5.00' MAX DO 2' - 5' ANGLE . O 3' - 5' STIAOED ANGLE 'p,Imw"" .3""' AX - 1.66o.T • 655' -OD ' .SIB' '-'i .092'TW. .25' 11 1 r.BB' O RVILD-O T'F' TRACK O'F- TRACK T�.)THK ) SEE TABLE I FOR SPAN IUIDEL! r TYPICAL VERTICAL SEE TABLE I FOR SPAN GUIDELINES SEE TABLE 2 FOR FASTENER SCHEDLLES OVERLAP WINDOW OPENING AMOUNT EQUALTODR GREATER THAN BUILD -OUT DISTANCE BULD_W DISTANCE O ERI' iO:G STRl1CTUE © WINGNJT -TF-.093' TYP. T� 3.00' MAx I -- OANGLERI' X 3' .41• �.99'�-I .630' DIA. 1.54' + LR .250' .50' O KEYHOLE WASHER TM CENTERLINE OF ANCHOR BOLT 00' (ORR.LED AT SITE) I 7 F OPTIONAL L LEG GG BUI D rt STUDDED 856' I4'1�y .524 �r1Jj 150 OO C -TRACK STM .090' 704' RTTOM MOUNT K K 0 PG NN. HORIZONT M ORe - MOUNT ELEVATION OPTIONAL F' I I/2' MIN. SHEAR FASTENER E 24' O.C. .-L. SEE ANCHOR FOR '- ISO R .375' .Tri R )�5 T- - �� �TI I Op A VE I I SAM. ANY ACCEPTABLE ANCHOR ABLEOANC V JI� 1/Y MIN. Ir EXISTING OVEfA.AP II AL. ANGLE CLOSURE PIECE: STRUCTURE .090'��-{ ,060• OR III----�•• SLIDE TRACK 1.525' W/ THUMBSCREW BEE NOTE I4 I'XY%.12y'MIN. TO 2'X 5' X .125' MAX U BULDT / WALL MOLNT ( TRAP MOLNT ter.,,.. .. •,'JOSEPH POTTS P. E. Py v4• MAX EXISTING.A - _ 951 NE 48TH STREET ExIsnND A ®`STRucT1RE • • : ' FORT LAUDERDALE, FIL «.« N9NE sTRUCTIRE _ 'A FORT TYPICAL CLOSURE -� VPSLID FF SIGNED AND SEALED ~ TO TRAP MOUNT DETAILS (PLAN) O FACE MOUNT 0.050• ALUMINUM FLORIDA BUILDING CODE 2001°``.` DONOTSG6LE MADDEN MANUFACTURING CO. "N , a w STORM PANEL ASSY. -0W A. M" r. P��pOSPWC IRCLED LETTERS INDICATE TYPE OF EXTRUSION SEE PAGE I DUBLE LETTERS WITHOUT CIRCLES INDICATE CONNECTION T E-CJnCRfif. lLOCa OR wIXO z.Do•*=S�,DO'O ANDLE I' ]TRACK I ING G AA F-TRACKJO AA STUDDED ANGLE oG (WALL MOUNT] C EavcPFTE ll.c-� m .aa�0 L S`OR, �Da i ANQ / 2.00' T x CONCPE.. I. "I", TD �IIrLDtxn P-TPnc. 2.0' TYP. CENTERLINE OF ANCHOR FASTENER 1/4'-20 STUD OR THREADED 1/4'-20 HEX HEAD BOLTS 2.0' YP. 2' x 2' X 0.093 ANGLE EXTRUDED ALUMINUM 6063-T6 OR GALVANTIZED STEEL A-30 TYP. 2' X 2' ANGLE STUDS 0 6' OR 12' O.C. REVERSE STUDDED AND STUDDED ANGLE 1w-6 MOUNTING CONFIGURATIONS AREINTERCHANGABLE CFxC�E KK _ iR/ IL ► 7�.9 LCCNc.RETE 2_CCK CR. 1YUd STUJJED 4N4LG .., CENTERLINE OF41 EXTRUDED ALUMINUM ANCHOR FASTENER [-TRACH I.5}. BOLT SIDE VIEW OF C -TRACK AND SLIDE BAR ANCHORS ARE COUNTER SUNK IN BASE OF TRACK. SEE GENERAL NOTE 14. Iw1 FLOOR MOUNTING AA F -TRACK JQ CC SODDED ANGLE GO F-7 W000 MOUNTRJG 113/L' EDGE GIST 4NCE MIN. AA DIRECT MOUNT WOOD AA DIRECT MOUNT WOOD TENSION rASTENER EXISTS"' . (EE CY.OR SCHEDULE) GTRUCTURE T1. TOP SBOTTOM /� HFICFP ED GEE PROTECTED PANEL DPCNIND EDS. DIGT. •/•�; ST—EDANuLE- -STNG STRUCTUtE f-71WALL HOUNT SECTION AA H -HEADER QB AA STUDDED ANGLE z !RICK PACE OR OD uc T<n+�uE.-ax I'x:xTEFiu LIII. OR ijLe S- BUILO-GIT ANvLE COM RETE GR ELOCrt CONCRETE OR EL. EOR IV00L a E 'OR -00 SEE AWC SCHEDUL ANCHOR SCHEDULE DIRECT MOUNTING Mm—ILD-OUT MOUNTING AA DIRECT MOUNT. 12" 0. C. EE BwLtroUT F -TRACK KK AA DIRECT MOUNT 12' 0. C. OD BUILD-0UT SruDOEo A LE ©G FI.AT PIiIL(!P' OR y/0pp ©-DOUBLE TRAP' INSIDE MOUNTING OD BUILD -OUT STUDDED ANGLE ©G 2.0' TYP. CENTERLINE OF ANCHOR FASTENER 1/4'-20 STUD OR THREADED 1/4'-20 HEX HEAD BOLTS 2.0' YP. 2' x 2' X 0.093 ANGLE EXTRUDED ALUMINUM 6063-T6 OR GALVANTIZED STEEL A-30 TYP. 2' X 2' ANGLE STUDS 0 6' OR 12' O.C. REVERSE STUDDED AND STUDDED ANGLE 1w-6 MOUNTING CONFIGURATIONS AREINTERCHANGABLE CFxC�E KK _ iR/ IL ► 7�.9 LCCNc.RETE 2_CCK CR. 1YUd STUJJED 4N4LG .., CENTERLINE OF41 EXTRUDED ALUMINUM ANCHOR FASTENER [-TRACH I.5}. BOLT SIDE VIEW OF C -TRACK AND SLIDE BAR ANCHORS ARE COUNTER SUNK IN BASE OF TRACK. SEE GENERAL NOTE 14. Iw1 FLOOR MOUNTING AA F -TRACK JQ CC SODDED ANGLE GO F-7 W000 MOUNTRJG 113/L' EDGE GIST 4NCE MIN. AA DIRECT MOUNT WOOD AA DIRECT MOUNT WOOD TENSION rASTENER EXISTS"' . (EE CY.OR SCHEDULE) GTRUCTURE T1. TOP SBOTTOM /� HFICFP ED GEE PROTECTED PANEL DPCNIND EDS. DIGT. •/•�; ST—EDANuLE- -STNG STRUCTUtE f-71WALL HOUNT SECTION AA H -HEADER QB AA STUDDED ANGLE z !RICK PACE OR OD uc T<n+�uE.-ax I'x:xTEFiu LIII. OR .HDFR, CR .FLED S1-1 FxGtf •„• STC,^, � PANR. 2.00 - ?'.F. ST—I ST— i.W'EIw. CAULK -IN STANDARD CONCP,ETE, /.—CfMfNT OR / WJOD pnMEL f/_NEL f _ aEf•9. E [ R / O R — � 2. A' MM•. <CLRVCRETE. fTA>L^axSEf BLOCN OR FI.AT PIiIL(!P' :RICK an xOv ST.W.CFUW.L roiEFnL ff]NON STRUCTURAL BUILDOUT MOUNTING y/0pp ©-DOUBLE TRAP' INSIDE MOUNTING nr•.:: 4%%!.;� AA DIRECT MOUNT TO DD STUDDED ANGLE INSIDE MOUN T APCON AA NOWSTRUCTURAL BUILD -OUT DO NG DOUBLE ALE INSIDE MOUNT(m) h.:5 N •.o IWIAL NAIL IN x0i TMTYso�i fctTgOEi U�w-Ls. i C CONCCfTE OR:LOCK \ IULDA� rEACP 1/4'-20 X S' LG. ------- d!AA4r",�Ginl \/ p" IYE .xwlxicKOuti 2.OV nIN. /� ' ExF asi°Kx OP OCp � FEE Ill. 1.x11 c:sncf . u I I � 1"I WOOD CELING / INSIDE MOUNT SECTION CC U -HEADER ® JOSEPH POTTS P. E. 951 NE 68TH STREET FORT LAUDERDALE. FL 954-930-9960�SD •„• MANUFACTURING CO. "'""°"'"�'•"'x'w"K"`° °" V HL'Nf L -I: WINGNUT CAULK -IN STANDARD ^ AND CLE -R 050 ALuHWIHUH STGAH I' ILLS HOUNTwQ GO TRACI n .050' ALUMINUM OR 20 GA. STEEL PnWFR/RAMI. TLPCOM FI.AT PIiIL(!P' 1/1:-20 HRASS ..-.',:.:'. ... ... .... nr•.:: 4%%!.;� .°. " T APCON wluuu UW, i!Nb /4'-20 2'-S' LG. I" "' ""� 1/4'-20 X 3/4' 0 12' O.C. h.:5 N •.o IWIAL NAIL IN 1/4'-20 X S' LG. ------- GHr. 2 of 2 .2OF ' mmmu TAPCON S.S.. MACHINE BOLT 1/4' x 1-3/4' MIN. 1/4'-20 ME04 S.S. SIDE WALK BOLTS I/4'-20 THREAD PEI LEM FQ nam CONCRETE OR FLOCK !KL rOR WCW S'E ANK WR OCNf GA.E t.00'� SILO OUT _LECPNCPETE OR BLOCK 9 DUILD-OUT MOUNTING BB BUILD -OUT HEADER C DO BUILD -OUT STUDDED ANGLE �G i C I/: • 'o Sn In Y K/t:. T II' U `C. aEpA'.iN IROM c0 REC %101 1 °02 MADDEN ^• vl ELCO TEXTRON ELCO TEXTRON MALE PANELMATE FEMALE PANELMATE KEYHOLE WASHER JOSEPH POTTS P. E. 951 NE 68TH STREET FORT LAUDERDALE. FL 954-930-9960�SD •„• MANUFACTURING CO. "'""°"'"�'•"'x'w"K"`° °" HL'Nf L -I: N 3-I/2'- 8-I/4' LG. 3-I/2' - 8.00' LG. ^ AND CLE -R 050 ALuHWIHUH STGAH I' ILLS HOUNTwQ GO TRACI n .050' ALUMINUM OR 20 GA. STEEL VALIOLOFSIGN SIGNED SEALED PW.-Pl M 55T D'YZ-98a ASCE 7 98 .°. " FLORIDA BUILDING CODE 2001 DONO`"''Aff 0o NOT scALr: ------- GHr. 2 of 2 .2OF ' TAEFLE 2. ®�®®RO ANCHOR SCHEDULE A' 0 POWERS. . P FASTENER MAXIMUM SPACING (INCHES) REOUIREP FOR VARIOUS DESIGN LOADS AND SPANS ©®oo WI I -UP MIN.' 10' 10" EMBEDMENT .2• EDGE DISTANCE IJv O LOAD FENAi.F PAN. (INCHES) REQUIRED DESIGN I/4'.0 POWERS (W) -SPANS SPANS UP TO SPANS UP TO i 7Wi - PSF - 5',0' T05-0. B' -a' omo FF pNC NOR 1YPE MAX. (SEE" '(SEE TABLE NO D.[1:EE ThBLE IJ 0- (..°E TABLE W p - .NZ P1 .NOTE lYI t L !9P'CONN[C xW i ,I <Pp6tEi11Cx ■`� `Y ' NO. I) r�GF e - n mmiemmmQ FLORIDA BUILDING CODE 2001 a ®�®®RO Z* A' 0 POWERS. . ry FASTENING IAM(C . NAIL -M ©®oo WI I -UP MIN.' 10' 10" EMBEDMENT FOR VARIOUS IJv O 40 PSF FENAi.F PAN. (INCHES) REQUIRED DESIGN I/4'.0 POWERS j' FASTENING' '.9 . .6'.1B'"'.6 CAULK -IN W/ 7/a' - EMBEDMENT AFD 8 U4'-20 SOEWALK BOLT (3/4' B HEAO,'OR. omo TRUSS NCAO IOLT FLORIDA BUILDING CODE 2001 a ®�®®RO Z* ANCHOR SCHEDULE' N ®®® ©®oo � 10' 10" TABLE ,2 ANCHOR SCHEDULE FOR VARIOUS IJv o®®m0000 40 PSF FENAi.F PAN. (INCHES) REQUIRED DESIGN LOADS AND SPANS j' FASTENER MAXIMUM SPACING (INCHES) REOUIRED FOR VARIOUS DESIGN LOADS AND SPANS '.9 . .6'.1B'"'.6 L - moo®o 8 2' omo mo®o0 I STEEL WITH WT: u• `',.f''.:u< ®�/qe A gyp( 7.' WHERE EXISTING STRUCTURE IS WOW FRAMING: WOOD FRAMING CONDITIONS VARY:'. FIELD (W) SPARS. P1 SID EWALK BOLT, OR SPANS UP TO SPANS VP YO (W) SPANS SPANS UP TD SPANS UP TO ■`� `Y FASTENING TO PLYWOOD A ACCEPTABLE ONLY FOR, WE CLOSURE PIECES.- - R TO NARROW FACE OF FRAM NG BE -617S .951 HE LSTH STREET FORT L'AVD E RDALE. FL TRUSS HEAD OCtj -0' . a' -R•, 12'-0' `� �, PSF 3' 0' TOS 0• e• -a- I2•-0• ,,. non MAX_ TA61 (SEF . memo TABLE all f y 'ANCHOR TYPE MAX. (EE TYGLL No. 0 (SEE TABLE W. 0 (SEE TABLE W ) & we ® Pe v c0H MCC 0OD am v moo®� . mo®® HI• NOTE < 4T- T"' OF LAwn 1- _ No. D 0OD m®ov®v1along AA 86ICC,DD EE AA asCCDO! EE AA 80 EE EE AA 000 CCx 00 EE AA 60 CCOOD�EE AA BB CC - 45 12 12 10 'c2 It II a. 12 0 12 5 2 10 9 a = 6 12 4 0 NA 5 B NA 10-< 7 NA t' 6' NA NINE 01 12 R 7 I *9 , FLORIDA BUILDING CODE 2001 a TABLE ONE TABLE Z* ANCHOR SCHEDULE' ' ANCHOR SCHEDULE Fal ,056' LLUnw9n A CLFAp POLYCARSONIATE STORM PAHELS NEG.. -LOAD ALUM ALUM/CCR 0 PSF 10' 10" TABLE ,2 ANCHOR SCHEDULE FOR VARIOUS IJv . 4 40 PSF FASTENER MAXIMUM SPACING (INCHES) REQUIRED DESIGN LOADS AND SPANS j' FASTENER MAXIMUM SPACING (INCHES) REOUIRED FOR VARIOUS DESIGN LOADS AND SPANS '.9 . .6'.1B'"'.6 - LOAD 8 2' EDGE DISTANCE J' ]/4' EDGE DISTANCE - LOAD _ u• `',.f''.:u< ®�/qe A gyp( 7.' WHERE EXISTING STRUCTURE IS WOW FRAMING: WOOD FRAMING CONDITIONS VARY:'. FIELD (W) SPARS. P1 � - B ' /� ®DEN A ® � � �9 SPANS UP TO SPANS VP YO (W) SPANS SPANS UP TD SPANS UP TO ■`� `Y FASTENING TO PLYWOOD A ACCEPTABLE ONLY FOR, WE CLOSURE PIECES.- - R TO NARROW FACE OF FRAM NG BE -617S .951 HE LSTH STREET FORT L'AVD E RDALE. FL PSF 3'-0' T0.5 -0' . a' -R•, 12'-0' `� �, PSF 3' 0' TOS 0• e• -a- I2•-0• K ANCHOR TYPE MAX_ TA61 (SEF . (SEE. TABLE W 1) (SEE TABLE N 1) f y 'ANCHOR TYPE MAX. (EE TYGLL No. 0 (SEE TABLE W. 0 (SEE TABLE W ) & Pe v c0H MCC 0OD . NOTE t e N0 _D HI• NOTE < 4T- T"' OF LAwn 1- _ No. D 0OD AA 86ICC,DD EE AA asCCDO! EE AA 80 EE EE AA 000 CCx 00 EE AA 60 CCOOD�EE AA BB CC - 45 12 12 10 'c2 It II a. 12 0 12 5 2 10 9 a = 6 12 4 0 NA 5 B NA 10-< 7 NA t' 6' NA 45 12 12 I2 12 I2 I2 12 II 12 12 12 a 1 12 a 52 12 12 •12 _11 12 1E R 0 12 q 12 1 ) 12_I ] 01 12 R 7 12 4 *9 4 6 9 NA 7 NA 4 6 NA 61 12 12 11 12 12 12 0 / 2 9 12 7 7 12 7 I/4' B ITWTAPON OR - - HzL 9 WOW LAG W/ i -:H!•' MIN. THREAD PHILLIPS FLAT HEAD 66 12 fi12 4 9 NA 5. 0 W 1 NA 4 6 :NA EMG"cDMENT. SHEAR e6. 12 12 .0 12 11 5 2 6 0 7 7 12 7 n APC ON U K -S E- WI - - PARALLEL OR PERPEJDICULAR- ' CREW -V4' MI SCREW / 1-V4' EMB�MEM S4 6 3 -5 A NA b N6A 3 5: 'NA b NA 3. ''5 . NA' TO WOOD GRAIN 94 12 0 5 12 6 b 12 6 12 6 6 IL 6 4S. 12 12 - 0 12 5 12 a a 12 4 5 NA 5 a 1. .' 45 12 12 12 12 12 IL 2 II R u I2 9 q 12 9 U52 12 9 ] 12 t 10 G 6 10 !IA 7 NRA 5 fi: NA 52 li 12 12 12 12 12 12 U'. 12 11 12 1 0 12 1 O61 12 B 9 12 4 9 4 h 9 NA J MA 5 6- NA IH4' O ELCO MALE / 61 12 12 12 12 12 12 12 11 U D 12 1 9. 12 1 FEMALE PANELMATE WH 'I-1/6' HIM. EMBEDMENT �. 44'.0 POWERS FASTENING IAMAD - 66 12 1 a 12 5 a IN 5 6- NA 1 MA 5 - 6 W ',' 5' I/4'-20 MACHINE b6 12 12 R 12 12 R 10 11 0 12 1 9 12 " •I �E •a Co -IN W/ I-I/C MIN: - 6 N4 6 - NA 5 NA . 6 NA 4 5 NA - SCREW WITH WT 6CEWALK BOLT. OR TRU 6S BOLT' 94 12 10 10 12 9 12 6 5 2 7lIl 7 ."EMS EOHENT HEAD GS 12. 12 II 12 1 11 II a '12- 6 q G 5 4 1. 45 12 12 NA 12 9 12 12 W IIE 4$2 12 12 9' 12 12 6 6 I2 4 9 NA 5 7 NA 52 12 12 NA 12 '7 12 6 717 12 4M 7116'. a WOW BDMENTe1 12 10 A 12 5 12 5 6 12 4 9 NA 5 7 NA 12 12 NA 12 O 12 5 II 4.SSHING '/SHS'HIM. EMBEDMENTFASTENII7 ENING, - S MAC NINEE BEDMEW/ 7/a'SCREW.WIBO AID . 66 12 � a ' 1 12 S .II � b ll L' 9. W 5 J NA CREW.0 WTEMOEDMENT � �.SIOEWALK BOLT CR 66 12 9 IMA 12 6 12 5 NA 12 4-20SIDEWALK BOLT TRUSS HEAD BOLT dp�3/4'S HEAD) •�OIi.TRU63 HEAD BOLT II '4'S'. II 3 1 LN 4 .0 NA' .0 4 - 6 W - 94 12 9 12 1 12 6 4 12 6 A 45 12 12 12 12. 9. R I7' 9. IE 4 12 4 7 12 .4 ' - 0 11ACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE A -ACX.T). AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD.OR WAFER HEAD (SIDEWALK ND 52 12 '12 '10 12 1. 12 7 7 .12 S 11 4 9 4 GSIDEW BOLT) U. TRUSS HEAD BOLTS REQUIRE KEYHOLE WASHER ,.050 OR 10 :NA DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. -. 61.-- 12 I2 .e �11. 6 7 12 5. II G 0 4E II.. "SOLE, p HORS ARE REMOVABLE BY REMOVING MACHINE BOLT. TRUSS HFAD DOLT. BgEYIALN E PANELMATE W/ BOLT. OP P>N HEdD BOLT. 1 DMENT t19 66 12 1212 5 O '12 5 ll 4 6 V 4 '12. FOR LOADS'G FEAT ER TI/AN THOSE SPECIFIED IN THE ANCHOR SCHEDULE. SITE SPECIFIC FASTENER ANALYSIS SHALL BE PREPARED BY A REGISTERED P.E. 2 12 4 10 } 5 6 3' q 3 5 .9 3 'o. SEE. THE APPROPRIATE BOCCI PST AND EST OR NES EVALUATION REPORT ON THE SPECIFIC TRU54 XEA D'BOLT -. FABTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS. FOR 'INSTALLTION. LIMITATIONS AND IDENTIFICATION PURPOSES.. ANCHOR NOTES - - F 1 A UPON AF Y FAC DR 41 N T NS ION AND SHEAR I4. AS 7ENER SPACING S SAS U 0 SAFE T OF 0 E TABLE ONE ALUMINUM.STORM PANEL: -. SPAN SCHEDULE - MA%IMUM PANEL SPAT 16 INCHES. SPANSGREATER THANJ26 INGNES SEE GENERAL NOTE 41. ' ANCHOR SCHEDULE Fal ,056' LLUnw9n A CLFAp POLYCARSONIATE STORM PAHELS NEG.. -LOAD ALUM ALUM/CCR 0 PSF 10' 10" 10''. JJ 1"JI' IJv . 4 40 PSF 101 0' 9', OP. PSF. 9': 9 "`'B' 9' - 50 PSF '.9 . .6'.1B'"'.6 55' PSF Q I SR. ( 8 - GO ASF. -"9 as PSF u• `',.f''.:u< ARE FOR INING ANCHOR SPA Y. PA PW LOADS 6N. WN MERE E DETERH CNG ONLY. I A EN STUD FAS NEP SHALL VALUES, - 15. MAC HUIE BOLTS MAY BE USED WITH TRAC KS OJ O OR Q. MA%IMUM PANEL SPAT 16 INCHES. SPANSGREATER THANJ26 INGNES SEE GENERAL NOTE 41. ' ANCHOR SCHEDULE Fal ,056' LLUnw9n A CLFAp POLYCARSONIATE STORM PAHELS . 2. ENTER ANCHOR SCHEDULE OASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND le. STITCHING OF POLYCARBONATE ON SPANS GREATER THAN 51 INCHES USING SIDEWALK BOLTS EDGE:DISTANCE.. SELECT DESIGN LOAD GREATER THAN DR'EWAL TO NEGATIVE DESIGHLOAD, AND WASHERED WINGM/TS AT MD SPAN. ON SHUTTER AND SELECT SPAN GREATER THAN OR:EWAL TO SHUTTER SPAN.- ]. SEE MOUNTING SECTIaR DETAILS FOR IDENTIFICATION OF CONNECTION TYPE'. nF f'.:ff _.TE - InW PI rf v. I.R V'f.M fR ITFII. FRnHING - - .' LOADS FOR STORM PROTECTION. REFERENCE, WOOD ANCHOR SCHEDULE' - . 5..'IANCHORS SHALL BE INSTALLED INACCORDANCEWITH MAWF AC TUR ERS RECOMMENDATIoNS.. '' e 0. HINIMUH EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR,NOJ-STRUCTURAL COMPONENTS oi ®�/qe A gyp( 7.' WHERE EXISTING STRUCTURE IS WOW FRAMING: WOOD FRAMING CONDITIONS VARY:'. FIELD P1 � - B ' /� ®DEN A ® � � �9 VENFY THAT FASTENERS ARE INTO ADEQUATE WOOO.FRAMRNG MEMBERS. NOT PLYWOOO..: JOSEPH P P. E'. ■`� `Y FASTENING TO PLYWOOD A ACCEPTABLE ONLY FOR, WE CLOSURE PIECES.- - R TO NARROW FACE OF FRAM NG BE -617S .951 HE LSTH STREET FORT L'AVD E RDALE. FL r . - MANUFACTURING CO. ,.,,° _ J / - ! �y� �( is 0. WHERE LAG SC EM'S F ST . 1 TE LOCATED IN CENTER OF NORMAL 2' x 4' (MIN. ) W000 SND. }/4• EDGE DISTANCES ACCEPTABLF,'FOR WOOD FRAMING. WOOD STUD SHALL BE 'SOUTHERN PINE' G•0.59 OR GREATER' DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. - APPLICATIONS USING STEEL STUDS WITH A WOOD CORE. USE WOW FASTENERS. 95A-935-9960 FL P: E. M22656 y L 0 IP' SIGNED AND 5EALID '� 050 Awn wn Y' .AND CLEAR FOLYCAPBONAT[ STORM PAMEL ' ANCHOR SCHEDULE Fal ,056' LLUnw9n A CLFAp POLYCARSONIATE STORM PAHELS 050WC. DO NOT SCALE FLORIDA BUILDING CODE 2001 E EXPOSURE 'C' WIND LOADS (H.V.H.Z.) DESIGN LOADS FOR COMPONENTS 8 CLADDING -WALLS & VERT. SURFACES BUILDINGS WITH A PEAK ROOF HEIGHT 6P5 -FEET. H 4 O GENERAL NOTES: I. THESE WIND LOADS FOR USE ON RESIDENTIAL AND COMMERCIAL CONSTRUCTION, NOT FOR ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. THESE WIND LOADS BASED ON A.S.C.E. 7-98. 3. MAXIMUM PEAK ROOF HEIGHT IS 60 FT. 4. NOT APPLICABLE FOR HILLY TERRAIN. S. DESIGN LOADS ARE FOR EXPOSURE 7. THIS DRAWING SHALL NOT BE USED FOR A PERMIT WITHOUT SIGNATURE AND SEAL OF JOSEPH POTTS, P.E. BASIC WIND SPEED 120 M.F.H. MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P. S. F.) NEGATIVE LOAD (p S F) ZONE © NEGATIVE END ZONE > 0-15 + 33.84 - 36.97 - 41.67 > 15-20 1 + 35.84 - 39.15 - 44.13 > 20-25 + 37.43 - 40.89 - 46.09 > 25-30 + 39.02 - 42.63 - 48.05 BASIC WIND SPEED 130 M.P.H. MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) NEGATIVE POSITIVE LOAD LOAD (P. S. F.) (P. S. F.) ZONE © NEGATIVE END ZONE > 0-15 + 39.71 - 43.39 - 48.90 > 15-20 + 42.05 - 45.96 - 51.79 F20_1 + 43,92 - 47.99 - 64.08 > 25-30. + 45.79 - 50.03 - 56.38 BASIC WIND SPEED 140 M.P.H. MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P. S. F.) NEGATIVE LOAD (P. S. F.) ZONE© NEGATIVE END ZONE© > 0-15 + 46.06 - 50.33 - 56,72 > 15-20 1 + 48.78 - 53.30 - 60.07 > 20-25 + 50.94 - 55.66 - 62.73 > 25-30 + 53.11 - 58.03 - 64.95 BASIC WIND SPEED 146 M.P.H. MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA POSITIVE LOAD (P. S. F.) ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P. S. F:) NEGATIVE LOAD (P. S.F. ZONE NEGATIVE END ZONE© > 0-15 + 50.09 - 54.73 - 61.69 > 15-20 + 53.05 - 57.96 . - 65.33 > 20-25 + 55.40 - 60.53 - 68.23 > 25-30 + 57.75 - 63.10 - 71.13 BASIC WIND SPEED 150 M.P.H. MAXIMUM DESIGN WIND LOADS FOR'ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P. S. F.) NEGATIVE LOAD (p. S. F,) ZONE© NEGATIVE END ZONE© > 0-15 + 52.88 - 57.77 - 65,12 > IS -20 +56.00 - 61.18 - 68.96 > 20-25 + 58.49 - 63.89 - 72.02 > 25-30 $ 60.97 - 66,61 - 75.08 BASIC WIND SPEED 175 M.P.H. MAXIMUM DESIGN WIND LOADS �OR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGF� (FT.) POSITIVE LOAD (P. S. F.) NEGATIVE LOAD NEGATIVE (P. S. F.) END ZONE© ZONE© > 0-15 + 71.97 - 78.64 - 88.63 > 15-20 + 76.22 - 83.28 - 93.86 > 20-25 + 79.60 - 86.98 - 98.02 > 25-30 + 82.98 - 90.67 -102.19 Al JOSEPH POT75 P. E. MAD DEN 951 HE 48TH STREET MANUFACTURING CO. -;� FORT LAUDERDALE, FL - ....., ,., ... .,, . N...,... 954-938.9960 xouE wrrrw•. E. OZZ656 . '-• C - C VALID If SIGNED AND SEALED WIND LOAD CHARTS 120 - 175 MPH �L/�1, I E ��G •.,.`- . DO NOT SCALE -------- 6SOF 4 ' E wtwL nE52t7NAT m Simonton Horizontal Slider Set: 07-70 / 75-70 Vinyl MBndow Simonton Horizontal Slider Serle, 07-75 / 75-75 Vinyl Window 9 �M. lM n R I�NOMINa� SI fr Single up to 73` x 51 ` MASONRY UNiEI DESIGN eRFSSURE RATING' Anchors: Positive 50.0 PSF Negative 50,0 PSF AX 1' x 2" a h Windows: Design Pressure RoUngs Vary; See +' + },,, * FURRIHO '.• Corresponding AAMA Test Report or Dade NOA N :�+'•^�+' It Q' U �+ J' x J/16' TAPCON 06 Ci � g or Florida P.E. Evaluation. or Co SILICONE CAULK INSIDE STOOL ' STUCCO' SHIM STUCCO USABLECONFICURA77ON3: XX, OX or XO ' r� In Q cRoss PT. HoowteOmw ou LEG oawu � L.. H EXtENStON MEWLED. SILICONE llOTi .. 1. T7ds system has been evaluated for use In loccUalu adhering to the Mrlda BuOdtng Cods sxtaeo a r:ENERAI nESCRIPTTGN: The head and side Jambs are extruded PVC, CAUtJC?•• d1S•t 2• ror installations when the sub–bock Is less than 1-1/2' (FBG section 1707.4.4 Anchorage Methods DRYWALL I/4` M• $e". N,T.S. The wall thickness through which tho anchor i/4" SHIM 3.JA Interior and exterior perimeter surfaces of the wkldow most be caulked. cWtir, sew• 1" x 6' SHIN After the !crews are Installed, sown each screw hood with sllfcom. screws �- ----- ------ h—,an..... Iednllalloe con or Simnt to e. approved is 1' Y 2' AX FURRING a h HEAQ JAMB DRYWALL V to O� ev vs I• x 6• .Q +V r SILICONE CAULK N 2'r 3/16` TAPCON Q' U �+ J' x J/16' TAPCON 06 Ci � g TYPE ANCHOR Co SILICONE CAULK screw penetrates Is o minimum of 0,070'. UCONE CAULK : • �� '"" " k • HtitD JAMB J` x 3/16' TAPCON t SILICONE F. TYPEANCHOR Ft MAN. EUS. , ,"r' CAULK S J ',mow '•5 ,:i. STUCCO ..J^�• r tl�,: u T' AX Ix N O d HEAQ JAMB CAL DRYWALL V) Z 1– 2'r 3/16` TAPCON Q' U rYPE ANCHOR .2,s•---� SILICONE CAULK Co SILICONE CAULK O INSIDE STOOL ' STUCCO' SHIM Z O 2 _ ' FT1Rft1NC In Q MASONRY Ix N O d SILL i.•. 1 DRYWALL V) Z 1– Q' U .2,s•---� Co z X a 5 CAR9 U, LEO SHOWN 0 x SILL C31 4, cRoss PT. HoowteOmw ou LEG oawu � L.. H EXtENStON MEWLED. llOTi .. 1. T7ds system has been evaluated for use In loccUalu adhering to the Mrlda BuOdtng Cods sxtaeo and where pressure requirements as determined by ASCE 7 1"Mum Design Loads for Buildings uT and Other Structures do not exceed the design pressure mUngs listed herein, d1S•t 2• ror installations when the sub–bock Is less than 1-1/2' (FBG section 1707.4.4 Anchorage Methods CAM 4/t2/o4 and tub–secllons 1707.4.4.1 and 1707.4.4.2) Tapeon type aoncrsle anchor* must be used and the $e". N,T.S. hingth must be such that a minimum 1-1/4' engagement of the Topton Into the masonry wall Is oblalned. ow. t1Y: yyN 3.JA Interior and exterior perimeter surfaces of the wkldow most be caulked. cWtir, sew• 4. N the step down application, AE the anchoring serer how with ,,icon* prior to Inatal1W the anchoring screws. Once the hew been covered with N0: q_to2R After the !crews are Installed, sown each screw hood with sllfcom. screws �- ----- ------ h—,an..... Iednllalloe con or Simnt to e. approved is t of t –onlon h D PARTLIEgjToF 4 k: Community IAifeifs P� �B4�I1 User: Public User - Not Associated with Organization - Need Help ^. Product Simonton Windows Manufacturer: P1i01)i1C't' Al'PIi01'�1I. tic ea Subcategory: �kj(� Application/Seq #: .. - Organization ntit Nalidator (### or Search AlopiCation Evaluation (ALL)L Method: __ User: Public User - Not Associated with Organization - Need Help ^. Product Simonton Windows Manufacturer: Subcategory Category: Windows Imo; Subcategory: �kj(� Application/Seq #: ntit Nalidator (### or Application Status: (ALL) Evaluation (ALL)L Method: __ Order by: (: Manufacturer C Category C Subcategory Windows C App / Seq # C Status C Evaluation Method Page:I Page 112 pp/Seq # Manufacturer Category Subcategory Validation Status ntit Nalidator FL56 Simonton Windows Windowswning Approved FL57 Stmom nto Windows Awning Approved FL107 Simontos Windows Casement AppFindowroved FL108 Simonton W idews ib `e pr indows _ — FL143 0indows I Sim onton ouble Hung Approved isto indows _ F R1indows 1 onton indows ixed Approved Histol FL.1.7_9— Simonton -- - •W-indows— -ixed prove Windows — FL203- Simonton RI indows Windows Horizontal Slider Approved FL204 i indows Windows Wi ows mgle Hung Approved FL213 Simonton Windows Windows Horizontal Slider Approved FL219 Simonton Windows Windows Single Hung Approved FL224 Simonton Windows Casement Approved Windows -- FL226 Simonton Windows Double Hung Approved Windows FL228- Simonton RI Windows Windows ixedpprove History FL2339 Simonton Windows Mullions Approved [Windows FL3061 Simonton [Windows Windows Fixed Approved Page:..-- - EM Page 1 / 2 - W.'Si.PWffia�l�i[n{BFdflTetH4�:M..9:k'._vab?ve :�i.�.i.^, rro .�S�-EY+if1..., *'-'( T..y,,i,.a .,�,.�'.'.I 6'�it�n +.•>;�..� �:�...: � v.rlsipn ~ Co _ n ht and Disclaimer ��tl• a.eur.d PY_9sc aimer; ©2000 The State of Florida. All rights reserved. VE R,r Y. u0Dt1 DFSICNATiONr Simonton Double, Hung Series 07-70 / 75-70 Vinyl Window LAYIL•�1Lr p� At t_ HOMINAI S2c: Single up to 52' x 71'z - 1' x 2' ! 2.25' FURRING DESIGN PRESSURE RATING: Anchors: Positive 50.0 PSF Negative 50.0 PAF MASONRY LINTEL OMAL Windows: Design Preseure Ratings Vary; See N t' x 6' Corresponding AAAA Test Report or Dade NOA ' , �• s FURRING t .. ' + . i . • • .� • , a SILICONE CAtJLIC or Florida P.E. Evaluation. a i/4MAX. SHIM I1CARIF CONFIGURATIONS: J( - •;: �•`;• r• •C . ' is 3' x 3/16' TAPCON STUCCO r TYPE ANCHOR1 CENFRAf DESCRIPTION: The head and side Jambs are extruded PVC SILICONE The wall thickness through CAULK DRYWALL 1 which the anchor screw penetrates 1/4- MAK. 1' x 6' . Is a minimum of 0.070'. SHIM ` SILICONE CAULK •: HEADER JAMB d 3 1/2' x 3/16 TAPCON . ,v ^ •; `ht� �, ... - r 't: 6. 4 .w e s TYPE ANCHOR : �:, :.: 1 X • 1.25" MIN. EMO, SIUCONE.1`AU(iC int • . • • Y r a:`.. " e ' 3 1/2' x:d/„16' T�l)jJNw t:; )'E v �• H D JAMS TYPE ANC i • t / s 5 �, SO&. COILICONE GL, 'z r� STUCCO JAM X ` +'• :•, 0LAJ 2 Y v INTERIOR SILICONE SILICONE CAULK CAULKQ 2 •'•-' Lai vs .: SASH TRACK ;� INSIDE STOOL :,;• .+� STUCCO SHIM U • ... • �J4 RAIL MASONRY1' x 2' FURRING W N SILL ; -, . ";.• • r OMALL •. s•s •s, EXfER10R SASH TRICK ? 7.625' 1100KABOU LEG SHOWN IN CROSS SECTION. p • she • , ° ''• +: SILL OPTIO” CARIBOU LEO,.! �— DIY 1TRAlL 1 p(TENSIOFI..D6iAIDbD. r. locations adhlikiy to lh: �TorTda"BurWing Code In 1e, rf •;. tlO.TE: 1. This installation has been evaluated for use oATE •- t; and where pressure requirements as determined by ASCE 7 Mlnimum Design Loads for Buildings J and Other Structures do not exceed the design pressure ratings listed heroin. SCAL e .♦ 2. For Installations where the sub—buck is less then 1-1/2' (FBC section 1707,4.4 Anchorage Methods owc, -u+K• .., t f a ... . t� 7 �:: / :1 and sub—sections 1707.4.4.1 and 1707.4.4.2) Tapeon lyes concrete anchorsmust be used and the m'eom length must be such that a minknum 1-1/4' engagement of the Topeon Into the masonry wall Is obtained. t>fiAM aa, 52.0" MAX. OVERALL FRAME WIDTHJ J. All Interior and exterior perimeter surfaces of the window most be caulked, I i