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HomeMy WebLinkAbout709 W 20 St 08-3 Addition/RemodelPERMIT ADDRESS CONTRACTOR ADDRESS 4"fbr 3 PHONE NUMBER 40"1' Joy & 01110 El PROPERTY OWNER )V >,AV qe ADDRESS S. OAK Ave . wo am5r4 FL 3 2.111 PHONE NUMBER !io1- !1OrL- 6 c2s ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE nnbtr --' 1 11 a"UBDIVISION PERMIT # V 0 - .3 DATE 1 `12S/0 % PERMIT DESCRIPTION ReA10%)tlhj /AAjit 101`1 PERMIT VALUATION 1 O .00 d SQUARE FOOTAGE l Soo a d z cr"F SANfFORD PERMIT APPUCATION IV/ Application # : og - 0 0d 3 Submittal Date: 7 -"7 - 7 Job Address: W 7 r^ Sr e A/ %rL Value of Work: S /l%, 4Of%• 0V Parcel ID:,3G-l 30-5'20-oDob - $mod //Zoning: R--5'. a ff Historic District: Description of Work: Pe51d CA 7' AL en oilA7'/D T1%J 0 Square Footage: A&190,, FR2....EcO Permit Type: Building I d 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 Ca1c. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair- Residential Commercial Occupancy Use Group(s): Flood Zone: (FEMA form required) Property Owner: jr'A1K, to 't, N t B o/ G :5AVAzsC Contractor: A fL-*n1 Al G Address: 00fk Ave Address: 9(19Q 041) 54nP-OAP FG 3 77/ ".4nF21Ab. /C'L 3277/ _ Phone: 07-402 -djla5 E-mail: Phone .312g-6/%.3State License Number C Bonding Company: & 4 Mortgage Lender: / Address: ' Address: Arch itect/Engineer: Phone: qo7- %%f r 7 G03 Address: 3o X I (a i' G 13 A L M ra On li z S,t ri m FG 3 a 7 / Co Fax: `/07' -7 y " Sy7 Plan Review Contact Person: TtsiF ,4.+1V f - . Phone: Vv7 ;7V - D/Vz: -'KV7 3-W ff --063) E-mail: 11.,1.t1 Fa' CRAD t3 FL 4,1 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 such as water management districts, state agencies, or federal agencies. Acceptance of it is:=onwill notify the owner of the property of the requirements f Flo a 'en Law, FS 7 3. w S ature of Owner Age Date of Co Agent Date Print Owner/Agen ' e Print Contractor/Agent's Name 0ali, 4 -J3. " AA1,JA-ztr-b 7 Signature rida Date Signature o Not -State of Florida Date W. N Carolyn J Merritt i My Commission D0370586 at+ Expires January 07 2009 Owner/ Agent is Personally Known to Me or Contractor/Agent is _L Personally Known to Me or Produced ID j _ Produced ID `(Wo APPROVALS: ZONING: , r"`A 11140 UTIL: FD: ENG: BLDG: Special Conditions: Rev O?12007 ' MARY ANN BRUCE c MY COMMISSION # DD672106 EXPIRES May 09. 2011 107) 39a-0153 FWrWSNotaryServke com Seminole County Property Appraiser Get Information by Parcel Number Pagel of 2 29.0- '39.A w - DAVID JOHNSON, CFA, ASA 5 4 7 175.9148AIII PROPERTY UtirtiV APPRAISER SEir11NOLE COUNTY FL. 154.9 1 180.0 13.91 A F V 1 r e lei A 1101E.FIRSTsT SANFORD.FL32771-1468 407-665-758 1 i9A 19.{ 4A 1R— 194.41 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 36-19-30-520-0000-1800 Depreciated Bldg Value: $69,222 Owner: SAVAGE JAMIE V & NICOLE Depreciated EXFT Value: $600 Mailing Address: 1408 S OAK AVE Land Value (Market): $80,724 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 709 20TH ST W SANFORD 32771 Just/Market Value_ $150,546 Subdivision Name: PINEHURST Assessed Value (SOH): $150,546 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $150,546 Dor: 01-SINGLE FAMILY Tax Estimator Tax Reform Analysis 2007 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 08/2007 06800 _1053 $195,000 Improved Yes 2006 VALUE SUMMARY ADMINISTRATIVE 03/ 1998 03392 0811 $100 Improved No 2006 Tax Bill Amount: $2,701 DEED 2006 Taxable Value: $137,227 PROBATE 02/ 1998 03377 08.83_ $100 Improved No RECORDS DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS PROBATE RECORDS 09/1997 03308 1662 $100 Improved No Find Comparable -Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LEG LOTS 180 181 182 + 183 PINEHURST 217 125 000 40000 $80724 DEPTH PB 3 PG 71 BUILDING INFORMATION Bid Bid T Year Base Gross Living Est. Cost Fixtures Ext Wall Bid Val TypeValueNumBitSFSFSFNew 1 SINGLE 1920 6 908 1,806 1,298 WD/STUCCO $69,222 $162,876 FAMILY FINISH Appendage / Sgft ENCLOSED PORCH UNFINISHED / 50 Appendage / Sgft SCREEN PORCH FINISHED / 98 Appendage / Sgft UPPER STORY FINISHED / 390 Appendage / Sgft DETACHED GARAGE UNFINISHED / 360 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1935 1 $600 $1,500 http:// www.sepafl.org/web/re—web.seminole—county_tltle?parcel='6193052000001800&c... 10/l /2007 NOTICE OF COMMENCEMENT Permit No. (0 S- 03 Parcel ID: 3& = 0- S`LO- c-)oo0' I 06 State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infonnation is provided in this,Notice of Commencement. 1. Description of pro erty: (legal descr tion of the property and street a Vs, if available) GL l f7; f 2. General description of improvement: eitr 3. Owner Information ,—`-- a. Name and address:y u c= •zs tsi N -/09 b. Interest in property: 0j,V a, c. Name and address of fee simple titleholder (if other than owner) 4. Contractor a. Name andr b. Phone Number: 5. Surety a. Name and address: _ b. Amount of bond $ c. Phone Number: 6. Lender a. Name and address: b. Phone Number: MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06875 pg 12161 0pg) CLERK% S ## 2007165346 RECORDED 11/28/2007 11109:17 AM RECORDING FEES 10.00 RECORDED BY T Saith z 7/ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone Number: 2 0 ?ooi NO,t. 8. In addition to himself or herself, 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: a. Name and address: b. Phone Number: 9. Expiration date of notice of commencement (the expiration date is l 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 NOTINCE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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.JIB SITE BEFP<E THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER WAN ATTORNEY BEF ff, MMENCING WORK OR RECORDING YOUR NOTICE OF C©MMffNCEMENT I UMENT PREP R D Ra NAME ' / ignure of wn or Owne s Aatuthorized 7 1 Officer/Director/Partner/Manager ADDP.. / Signatory' s Title/Office The foregoing for r6ment was acknow name of person) as Signature of Notary Public, State of Commission Expires: t is dayof ,L)w!? , 20 n-1 by !Ar ijC I n tis o (type of authority ...e.g. officer, trustee, attorney in-) party on behalf of whom instrument was executed). NI I I I I111 PERMIT # U PROJECT ADDRESS Z—(l RECEIVED DEC 01 2008 REVISION 1 E DATE CONTRACTOR c Ra6'11c'_ E PHONE # 007 / (/ 57 DESCRIPTION 7VISION141i/ o UTILITY DEPT FIRE PREVENTION PLANNING BUILDING FAX # ft n %:\, 1EwE pL v nF sov0 2381 Crest Ridge Crt Sanford, FL 32771 407-474-9181 Fax 407-688-1898 RC Engineering, LLC Residential, Commercial, Multi -Family Consulting Engineering November 26, 2008 City of Sanford Building Department Sanford, FL Re: Savage Renovation, 709 W. 20t' Street Sanford, Florida Building Official: PLANS REVIEWED CITY OF QANFORD SITE This letter is to allow the substitution of the second floor guardrail from the one depicted on the original construction plans to the aluminum railing system as from Gulf Aluminum Products per attached plans. Please ensure that all rail column base and wall attachments are fastened to structure using x2-3/.4"_screws vise fasteners called out on Gulf Aluminum drawings. Subject structure will be in compliance with the FBC 2004, and its 2005, 2006, and 2007 amendments after changes to this letter are applied. hesitate to contact me should you have any further questions. A-C1C apQ NS ARE RD BUILDING pE HftCONRUEDOR PERMI1IEW ED AND CgNCORKANDOBEALIACENSMI7ISUED NAL.LY ast1110, P.E. 'ROVISIO ALTER D7 AS AU7/E 7p Ppir,ROtrE D eE 52590ElmRMOFA7PENMITHNCALCpANY 'rO yolo ORNOFERRORERZ'AF7ER REVEN7 THE OR SrHi JLL NER VIOLA? NS OF rHL CODES NA Conn N PERM # 1 DB " e::) L3- RC Engineering, LLC 407-474- 9181 FAX 407- 688-1898 Page # 1 of 1 TOP CAP 2.5" Z r*l(r Is• a1r 1 GULF-1 GULF.2 GULF-3 GULF-4F 14 20 • t 2T r 10 GULF-43 GULP •IM PICKETS SLOTTED ANGLE CONNECTION w MAP rtAn AMEXCr1T ors IN• FASTENER SCREW L0C.7R SCREW ON MAPMrs E01711M AHOW SIDE vmW FLAN VIEW at CAffM I = 0.1 I dh O wawru7E MtTI11 EM VIER' SIDE VIEW BOTTOM RAIL CONNECTION INPASTIME! D ® cAsrlTlD IS]R al l 0-10R (3-9 G-19 ur X 314' all BOTTOM g1ANNlL / END VHF SIDE VIEW O O USED ALCMSTACM ASABOTTOM HALL1SSRAEnM4 EUr CANER MATED O PU w Cl NATOTOILDrrAMWIATRorMDMoRtrrrttasouTE0- 10 Cr91N 0-19W RALLAS RptRl CHANNk117 tt tr X r Is' X Is' 1' X 1' We X 3/4" BOTTOM POST CHANNEL i- 13 G- 11 a4wAhowlW Ama waMRJArh 6riWAPOaQTw Aar marAa SNAP TRAILS MATe WRIT NATO WITH 04 atW MR . SOTT01a ( ANNIM AM mroaaAhrxu• rvT ALL nANDAtD TO CA: NC 7 STAIR RAIL TYPICAL STANDARD RAIL SECTIONS OUIF - I TOP CAP TTOOP CAP E— 7NAP AFPLATS R_ OUtl-tW *- oulp-t PR SNAPATE fI SNAP PLAT OtR.F- S PICKeT PICKET I 4_ lW 13 PM GULF .11 Pm N Mn a*— MR.? 43 M MTe FLAGULF SNAPruTEITOM'&AL I 0111-IIW a*—. IRAIL T-119 BASE T DN BAIL it -.& EASE OLT PLUSNSION P2112"MINIMSEDMENr31R' X S lM X S MOST ANCHOR 1 HOB POST SLR E DEEP UAL3M1'BOLTPLU! IN •BONSAL" tit EQUALWANSION ANCHORNON-SHRINKGROUT. 174•LON IMBED1d9N23WITH NUT aoaR Hurl aAt[ r1ANat RAU2QTNUDRDEASEOTHETHREZ SECTIONS SHOWN HERE ARE EXAMPIM OF TYPICAL RAIL DESIGNS. ALL BASE INSTALLATSON, AND ALL TOP CAPS CAN BE USED IN ANY COMB NATION TO MEET DESIGN REQUIRMENIS. ON ALL aTJJm avarm A a4 KMOM C Owrsa P Are la tUOCUTICS 1.12- STANDARD RAIL ELEVATION SEP P_ a. 71105 NOTBS h TABLE 1. The Saud mall deplead on dda plan mmplla with tar rtyusemem of all known buildhy corks, bawd as loadinS of 501ba par rues! foot or a concentrated lad of not lets disc 200 pounds spplkd In any diradon at the top of each barriers at any l mdoo on tle =11i j and, wldclem eaodltlon(p pmch,, maimmn wress(a) The final factor of tefety of the ayattsn la 2 to 1. 2thTgps6 ltla oaf Post h a: eecd For rail height of 42' we table below. 3. All WtinS aeadoos call be of alloy 6063TS• ptcketp6 pots and ineru am of alloy 6063T6 for 4. CoRcmte B the ultimaa rampWr of the post aapport. Cocerew of 33W PSI is a tainimutn rcquireeem for proper E0aalladoa Conaeft Stott slap have minlaato compression auength of 7 00 PSUti dq, 3. Mechanical a nmsdons sltil be made with S10 srakdea awl sheet metal euswa V Ims. 6. All welded and partially welded synehos rill have flow, welds on exterior applieotlora Inelsding Gulf Lodz Systam ALLOWABLE POST SPACING 1.8" x 1.8" VASE mlrNltLTarr 0. 13 + 0-8) OMANOR 4' - 0" 2 1 Rx,,,tmao 4' - 8" colt FIEF 4' - 0" WAIL MOUNT a114 ONE A v FOR auITTUFCCAPSUG-1PATIM LATS CASTINGDIIITRRATID iTr1Ian WMECTION IY+. So' MAX _I' DI TAR.PCA,OR AI..OTIM T H nnaNO RrANDARDTt7F tarn T MErALLATIOON FOR MIN,MINIMUMMAX ytCla lM1CL `e SEE BOTTOM RAL DFPTTIOF MR k • CONNECTION DETAIL m i taw• EVASO[I • , • • • , • • 7M1• ' T ANCHM OR LAO BOLT Y v ulf12255 62nd Street No. 3R1tt*rD Wofilebski, 19.41. # 15586 Se ddLa 03 1520 Chateawood PHONE 727-531-i194M1 Clearwater, Florida33766FRH727-530-3796 / woe NT i i Nov 2 S tiA E.E. CASTILLO, P.E. LICK 52590 Gulf 1 IIffi1II1UM Products, Inc. 12255 62nd Street North. Largo, FL 33773-3797 Installation Instructions for Commercial Rail PICKET CORNER OR WALL ATTACHMENT STEP 1 HORMNTALS FLUSH wrm PICKET TOPVIEW /G-13 POST STEP 2 EIG-8 G- 9 \SNAP PICKET PLATE IU X 1 SCREV POST OR WALL POST DRILL HOLE THROUGH PICKET WM CENTER OF POST FASTEN * 10 SCREW TIGHTLY TO POST WALL DRILL HOLE THROUGH PICKET RM WALL FASTEN TIGHTLY TO WALL WITH A MINMUM 1- 12" EMBEDMENT Mono: 727-531-0411 1 I I Fax: 727-539-1581 TOP CASTING FOR COLUMN OR WALL ATTACHMENT ITNG. rijS G1 --— ffilj 1 Gl CAP \ 0- 8 SNAP PLATE 1" X 1-3/4" TAPCON SIDE VIEW TOP SLOTTED ANGLE FOR COLUMN OR WALL ATTACHMENT G- 8 SNAP PLATE ALL TOP CAPS e EXCEPT GI U4" X 1-3/4' TAPCON 0 0 V4e SCREWROVE M10X1'OPLATE LACK SCREW ED ANGLE SIDE VIEW PLAN VIEW BOTTOM CASTING FOR COLUMN OR WALL ATTACHMENT 1/ 4' X 1-3/4" TAPCON O # 2 CASTING FOR Gl 1 0 G- 11 BOTTOM CHANNEL / END VIEW SIDE VIEW uCSL 7103 I FORM 60OA-2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 709 20th Street- Builder: Address:1OFFICE Permitting Office: City, State: Permit Number: Owner: Savage Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 1600 ft2 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default) 226.0 ft2 _ b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 226.0 ft2 _ 8. Floor types a. Raised Wood, Stem Wall R=19.0, 1100.0ft2 _ b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=11.0, 1918.0 ft2 _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1100.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 220.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump/Split b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 21349 PASSTotalbasepoints: 21594 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ` ui-A DATE: (0/1 Vi'1 I It I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for Florida yrith,S tic r 53.nFloridato , L. .db' W - I 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5.2) Cap: 36.0 kBtu/hr SEER:13.00 Cap: 30.0 kBtu/hr HSPF: 8.60 Cap: 40.0 gallons _ EF: 0.92 PT, CV, r ' FORM 60OA-2004R EnergyGauge@ 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT . GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1600.0 24.35 7013.0 1.Single, Clear N 2.0 6.0 60.0 30.19 0.90 1635.0 2.Single, Clear S 2.0 6.0 76.0 48.22 0.80 2924.0 3.Single, Clear N 2.0 6.0 30.0 30.19 0.90 817.0 4.Single, Clear S 2.0 6.0 30.0 48.22 0.80 1154.0 5.Single, Clear E 2.0 6.0 30.0 63.97 0.85 1640.0 As -Built Total: 226.0 8170.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Frame, Wood, Exterior 11.0 1918.0 1.90 3644.2 Exterior 1918.0 1.90 3644.2 Base Total: 1918.0 3644.2 1 As -Built Total: 1918.0 3644.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 40.0 7.20 288.0 Exterior 40.0 4.80 192.0 Base Total: 40.0 192.0 As -Built Total: 40.0 288.0 CEILING TYPES Area X BSPM Points Type1 R-Value Area X SPM X SCM = Points Under Attic 1100.0 2.13 2343.0 1. Under Attic 30.0 1100.0 2.13 X 1.00 2343.0 Base Total: 1100.0 2343.0 As -Built Total: 1100.0 2343.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Stem Wall 19.0 1100.0 -1.80-1980.0 Raised 1100.0 -3.43 3773.0 f Base Total:-3773.0 As -Built Total: 1100.0-1980.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1600.0 14.31 228960 1600.0 14.31 22896.0 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32315.2 Summer As -Built Points: 35361.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Central Unit 36000btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 35361 1.00 1.09 x 1.150 x 1.00) 0.260 0.902 10372.3 32315.2 0.3250 10502.4 35361.2 1.00 1.250 0.260 0.902 10372.3 EnergyGaugeT" DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1600.0 9.11 2624.0 1.Single, Clear N 2.0 6.0 60.0 15.07 1.00 900.0 2.Single, Clear S 2.0 6.0 76.0 9.90 1.12 839.0 3.Single, Clear N 2.0 6.0 30.0 15.07 1.00 450.0 4.Single, Clear S 2.0 6.0 30.0 9.90 1.12 331.0 5.Single, Clear E 2.0 6.0 30.0 12.37 1.03 382.0 As -Built Total: 226.0 2902.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Frame, Wood, Exterior 11.0 1918.0 2.00 3836.0 Exterior 1918.0 2.00 3836.0 Base Total: 1918.0 3836.0 As -Built Total: 1918.0 3836.0 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 40.0 7.60 304.0 Exterior 40.0 5.10 204.0 Base Total: 40.0 204.0 As -Built Total: 40.0 304.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1100.0 0.64 704.0 1. Under Attic 30.0 1100.0 0.64 X 1.00 704.0 Base Total: 1100.0 704.0 As -Built Total: 1100.0 704.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Stem Wall 19.0 1100.0 0.30 330.0 Raised 1100.0 0.20 220.0 Base Total: 220.0 As -Built Total: 1100.0 330.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1600.0 0.28 448.0 1600.0 0.28 448.0 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6700.0 Winter As -Built Points: 7628.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Electric Heat Pump 30000 btuh ,EFF(8.6) Ducts: U nc(S),U nc(R), Gar(AH), R6. 0 7628.0 1.000 1.078 x 1.160 x 1.00) 0.397 0.950 3596.2 6700.0 0.5540 3711.8 7628.0 1.00 1.250 0.397 0.950 3596.2 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGaugeO 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 40.0 0.92 3 1.00 2460.00 1.00 7380.0 As -Built Total: 7380.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 10502 3712 7380 21594 1 10372 3596 7380 21349 PASS THE Sr4p 0 COD WE J o EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge@ 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.8 The higher the score, the more efficient the home. Savage,,,, 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1600 ft' 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default) 226.0 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 226.0 ft' _ 8. Floor types a. Raised Wood, Stem Wall R=19.0, 1100.0ft' b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=11.0, 1918.0 W _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, l 100.0 ft' _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 220.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump/Split b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Othe ise, a new EPL Display Card will be completed based on installed Co liant _ Builder Signature: Date: 7 Cap: 36.0 IcBtu/hr _ SEER:13.00 Cap: 30.0 kBtu/hr HSPF: 8.60 Cap: 40.0 gallons EF: 0.92 PT, CV, VHE Sr92,, 0 Address of New Ho 61 _ pTk <Jl City/FL Zip: 5 A-ti r-Di-at R_ 3 `Z??, c0 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPAIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out ut on ages 2&4 EnergyGauge® (Version: FLpRCSA v4.5.2) t HEATING AND COOLING REQUIREMENTS Residence of Atlantic Development savage downstairs Comfortbit OOFTICE Submitted By: Cool -Way Inc. 1844 Longwood Lk. Mary Rd Longwood, Florida 32750 407)830-7117 Phone 407)830-8829 Fax CAC058064 10/12/04 Designers PLANS REVIEWED CITY OF 'SHIn' N FORD Atlantic Development savage downstairs ROOM 1 of 1 WINTER INSIDE TEMPERATURE 70 SUMMER INSIDE TEMPERATURE 75 TOTAL GLASS AREA TOTAL HOUSE AREA TOTAL DOOR AREA 245 1220 63 TOTAL HEATING 43005 SENSIBLE - COOLING 28461 LATENT - COOLING 4689 rLLSREA 320D. QN..,1. :..e 1238 CEILING 1815 6681 WALLS 3630 0 PARTITIONS 0 9720 FLOORS 0 869 OUTSIDE DOORS 684 7276 WINDOWS 12496 0 SLIDING/FRENCH DOORS 0 0 SKYLIGHTS 0 N/A PEOPLE 6 1800 1380 N/A APPLIANCES 1500 13312 INFILTRATION 2824 3309 3910 DUCTWORK 3712 SENSIBLE 28461-4689.,LATENT43005TOTAL :w..Y•- V .:..Y TOTAL '. E11150': 1 724CFM AIRFLOW (MIN.) 1318CFM Cool -Way Inc. 14071 830-7117 ROOM NAME 43,005 --------- 724 •28461 4689 1318 I ------ TOTALS 43005 724 28461 4689 1318 Iffimfic.Deve HEATING AND COOLING REQUIREMENTS Residence of savage Upstairs 709 20 th ave Sanford, florida Submitted By: Cool -Way Inc. 1844 Longwood Lk. Mary Rd Longwood, Florida 32750 407)830-7117 Phone 407)830-8829 Fax We .1-111:1n 09/ 11 /07 Comfortblt Engineenng HVAC Software Designers (903) 566-5005 HEATING AND COOLING REQUIREMENTS savage Upstairs WINTER CLIMATIC CONDITIONS SUMMER 20 OUTDOOR 95 70 INDOOR 75 1868 CEILING 1643 2124 WALLS 1003 0 PARTITIONS 0 3510 FLOORS 0 483 OUTSIDE DOORS 228 2475 WINDOWS 1100 2426 SLIDING/FRENCH DOORS 924 0 SKYLIGHTS 0 N/A PEOPLE 1800 1380 N/A APPLIANCES 0 18495 INFILTRATION 2690 3153 1569 DUCTWORK 939 TOTAL SENSIBLE :4533;LATENT TOTAL Capacity Requirements are based on MANUAL-J (ACCA), Seventh Edition 555 CFM AIRFLOW (MIN.) 478CFM Cool -Way Inc. (4071830-7117 savage Upstairs ROOM 1 o1 1 WINTER INSIDE TEMPERATURE 70 SUMMER INSIDE TEMPERATURE 75 TOTAL GLASS AREA TOTAL HOUSE AREA TOTAL DOOR AREA ' 50 4S0 0 TOTAL HEATING 32949 SENSIBLE - COOLING 10327 LATENT - COOLING 4533 WALLS r' WOOO FRAME:` - GRE7SS` R3EN-585;t: 1868 CEILING 1643 2124 WALLS 1003 0 PARTITIONS 0 3510 FLOORS 0 483 OUTSIDE DOORS 228 2475 WINDOWS 1100 2426 SLIDING/FRENCH DOORS 924 0 SKYLIGHTS 0 N/A PEOPLE 6 1800 1380 N/A APPLIANCES 0 18495 INFILTRATION 2690 3153 1569 DUCTWORK 939 32949- SENSIBLE 1 TENT TOTAL M... TOTAL 555CFM AIRFLOW (MIN.) 478CFM Cool -Way Inc. 407) 830-7117 K.. .... ... .......... 32,949 555 10327 4533 478 TOTALS 32949 555 10327 4533 478 1 s;a:VA 14e:::: ut'l, s"t"'ll it, ...... .............. ...... CooirWay.inc.*. ............... * ................... Va)ldoor r Qporatlona AdminWratoo Jeld-Wen Windows & Doors 31725 Hwy. 97 N., Suite C Chiloquin, OR 97624 Attn: Steve Strawn AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next Issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The fisting below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/NWYNDA 101A.S. 2-97 LABEL 1-114ZO53x76 ORDER NO. COMPANY AND PLANT LOCATION CODE SERIES MODEL b MAXIMUM SIZE TESTED NO. PRODUCT DESCRIPTION 4100 BUILDERS SH FRAME SASH Jeld-Wen (Venice, FL) JW-19 AL)(O/X)(0(3) VS'x 6'4' 43'x32' By Rogrwst iNS GL)(REINF)(ASTM) 2. This Certification will expire May 18, 2010 and requires validation until then by continued listing In the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 64735.01-401-44 Date of Report: June 7, 2006 NOTE: PLEASE REVIEW, AND ADVISE AL IMMEDIATELY IF DATA, AS SHOWN, NEEDS CORRECTION. Date: June B. 2006 cc: AAMA JGS/df ACP-04 (Rev. 5/03) Validated for Certification: i ocla d Laboratories, Inc. Authorized for C . I ffication- American Architectural Manufacturers Association VIAL MUNTIN PTIONS, URFACE APPLIED- LES BETWEEN GLASS- TV^` ( TYP)` I5' MAX. 1-13' MAX—{F13' MAX-1f13' MAX--{ WINDOW WIDTH (536' MAX.) ICAL ELEVATION W/FASTENER LOCATIONS 1OW INSTALLATION NOTES: MAXIMUM SIZE: 53 J" x 76" CERTIFIED TEST REPORTS: A.T.I. 64735.01-401-44 FRAME: 6063-T6 ALUMINUM/SLIP ON NAIL FIN TYPE - DUPONT CRASTIN CORNER KEY. GLASS: SINGLE PANE do INSULATED FASTENERS: 304 SS OR COATED FOR CORROSION RESISTANCE. GLAZING: EXTERIOR GLAZED WITH ADHESIVE SILICONE BACK -BEDDING AND A SNAP IN PVC EXTERIOR GLAZING BEAD. GLAZING BITE IS 0.500' TYP WINDOW SEALANTS: COMPLY W/AAMA 800-92 OR EQUIVALENT. WINDOW WOOD BUCKS: STRUCTURAL INTEGRITY AND ATTACHEMENT TO THE WINDOW OPENING IS THE SOLE RESPONSIBILITY OF THE OWNER, ENGINEER, AND/OR THE CONTRACTOR. STATE 6 LOCAL BLDG. CODES, CONFORMANCE IS SOLE RESPONSIBILITY OF THE ARCHITECT, BLDG. OWNER OR CONTRACTOR. LD-WEN SHEET NG NUMBER NUMBER i WIEE Builders SerieE- 4100 Single Hur WOOD INSTALLATIC NAIL FIN FRAME TT FI B' INSULATION 2' MIN. A/\ WOOD FRAME WINDOW FASTENER, lOD COATEDINSULATIONNAIL R /\ N8x2' SMS (TYP) \ 2' MIN. FLASHING CAULK PERIMETER BETW. 1/4' SHIM r WINDOW NAIL FIN IF REQ'D. WOOD FRAME GLASS PTION: WINDOW FASTENER SEE NOTE 4. 10D COATED NAIL OR R8x2' SMS (TYP) CAULK PERIMETER BETW. WINDOW NAIL FIN WOOD FRAME FLASHING WINDOW FASTENER: IOD COATED NAIL OR N8x2' SMS (TYP) FL#6338.10 No* Note 00 *0 0 Q 00 w Q' W W SHIP w IF REQ TYP W FRAME BY TI ELEVATION SECTION (TYF 10/06 ales I E L DIW N.T.S. Venice Florida — N.GN.r. .H. y WindowslDo( OSlliirl iT Coi n-munity Affairs a• ._ c: :?.-.'_• :'tea" - The Tforida Depa tvnent I. ll ir g •Qde •1 for atio r Sys rar - APPROVAL""Product Type DetaN P Search 0;'qar,;zaT;,,n Product User: Public User - Not Associated with Organization - Need Help ? Application #- Date Submitted - Code Version: Product Manufacturer: A ddress/Phone/emai I - Category• Subcategory• FL5507 09/23/2005 2004 Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 615)441-4258 Exterior Doors Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year TAS 202 1994 ASTM 1998 E1300 ASTM 2002 E1300 Section 2612 HVHZ PI Certification Agency - Quality Assurance Entity - Validation Entity: Authorized Signature- Evaluation/Test Renorts Unloaded - National Accreditation &amp; Management Institute, Steve Schreiber sschreiberoaamasonite com V Installation Documents Uploaded- PTID 5507 1 FG XX Installation.pdf Product Approval Method- Method I Option A Application Status- Approved Date Validated: 10/16/2005 Date Approved- 10/19/2005 Date Certified to the 2004 Code: Page: Page 1 / 1 Go pp/Seq Product Model # or Name Model Description Limits of Use Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE7, Minimum Design Loads 6'-8" Glazed I/S or Buildings and Other 5507.1 Fiberglass Side -hinged and O/S Double Structures, does not Door Unit Door exceed the design pressures listed. 6'-0" x 6'- 8" max nominal size Max DP = +/- 50.5. When large missile impact resistance Is required, hurricane protective system is required See installation drawing DWG-MA- FL0143-05 for additional information. Next ii,= n.-., ,_.,..,v.:.r ,..r•_...i._t -r ce a rin e n r r."'c'+!,?4%zr:n::•.i:-5=='_•-''_ .t'' vcri Slgn Secured Copyright and Disclaimer , 02000 The State of Florida All rights reserved r YEAiFY• E`-.:-=-._5::';y'z?.ie-;4w..,,---=:i:}tk'•_t,;:r3-rk:c:ims.-.r"'.,:: w'!'>='°?,4::3 `%v==s."3` 1 r SIDE -HINGED FIBERGLASS DOOR UNIT 6'-8" GLAZED DOUBLE DOOR N RA NOTES I EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN IOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROIECTIVE SYSTEM (SHUTTERS) IS REGUIHLD 3 POLYUREIHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM L84 POLYSIYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84 4 PLASTICS TESTING OF FIBERGLASS FACING TrcT nr—RIPTInN nr GIT:N.TInN arc. T SELF IGNITION TEMP A51M D1929 803 'F > 650 'F RATE OF BURNING ASTM D635 0 79 IN MIN SMOKE DENSITY ASTM D2843 48 9% TENSILE STRENGTH' ASTM 0638 7 3% DIFF 5 PLASTICS TESIING OF LITE FRAME MATERIAL T—T n—r—Tnu —C..1 T SELF IGNITION TEMP ASTM D1929 680 'F > 630 'F RATE OF BURNING ASTM D635 1 10 IN MIN SMOKE DENSITY ASTM D2843 69 6% TENSILE STRENGTH- ASTM D638 7 48% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I TABLE OF CONTENTS DESCRIPTION LEVATIONS & GENERAL NOTES IG LOCATIONS & DETAILS IG LOCATIONS h DFTAII S 14' MAX OVERALL FRAME MDTH 21" MAX 36 375" MAX DLO PANEL WIDTH— W/ASTRAGAL x U S2 rT O = Add'AmbNAIA CaOf=No. Date DM JIOx2" h8x2-112" J10 x 3/4" • • 10 x 1-1/4'" — 10 x 3/4_ N10 x 3/4"' 10 x 2 "' DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1 375" THROW DETAIL "F" ASTRAGAL DO w 995 OR EOUAL 06 x I-1/2' PHS I o 9621 1 375' W-+t a `, . y y _` T T DOW 995 ; INSWING THRESHOLD OUTSWING THRESHOLD OR EQUk ;>1:: FATE OR INTEE14B TYPICAL GLAZING DETAIL AJ& dm ID NAY Raveled By. O DETAIL NALYSIS FOR LOADING CONDITIONS PREPARED, ID SEALED BY HAROLD E RUPP, PE f15935) WITH THE LOWEST (LEAST) RATING FROM THE DIFFERENT FASTENERS JSIDERED FOR USE. JAMB, HEAD, AND FASTENERS ANALYZED FOR THIS UNIT INCLUDE SCREWS OR 3/16" TAPCONS. A PHYSICAL F BE PLACED IN SHIM SPACE AT EACH ANCHOR 1 j MINN J_ _ 0.25' MAXSHM SCREW SINGLE SHEAR DESIGN VALUES COME FROM A NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT CL —I I — MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MBEDMENT OF 1-1/4". KS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL LOADS TO STRUCTURE ANCHOR INSTAI LATION ESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARE SCHEDULE 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM 2. 4" X 4" FULL MORTISE BUTT HINGES Caft em No: Rmewe l k. Dxe OF cin iwU4low kRTMQl11Ti r 11111111!1111W, t i J BCIS Home I Log In Hot Topics Submit Surcharge i Stats & Facts Publications : FBC Staff B Product Approval 1 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3820-R1 Application Type Revision Code Version 2004 Application Status Approved 1?d.:;' Comments Archived f Product Manufacturer Glass Block Warehouse, L.C. Address/Phone/Email 3097 SE Dominica Terrace Stuart, FL 34997 772) 781-2383 Lmayer@glassblockwarehouse.net Authorized Signature Ronald Mayer Lmayer@glassblockwarehouse.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Other Other Subcategory Glass Block Window Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Referenced Standard and Year (of Standard Standard) AAMA/NWWDA 101/I.S. Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 09/29/2005 09/29/2005 11/09/2005 12/06/2005 Summary of Products FL # Model, Number or Name IF 3820.1 Non -Impact Vinyl Framed Non -Impact Vinyl Framed Glass Block Windows Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Non -Impact Glass Block System in vinyl frame Not for use in HVHZ Maximum size tested frame 3'4" x 3'4" Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. Copyright and Discl Product Approval Accepts: eCheck V rlflan S tur d 2381 Crest Ridge Crt Sanford, FL 32771 407-474-9181 Fax 407-688-1898 RC Engineering, LLC Residential, Commercial, Multi -Family Consulting Engineering November 26, 2008 PLANS REVIEWEL City of Sanford Building Department CITYSanford, FL OF °N F O R 4 J Re: Savage Renovation, 709 W. 20'' Street Sanford, Florida Building Official: OFFICE This letter is to allow the substitution of the second floor guardrail from the one depicted on the original construction plans to the aluminum railing system as from Gulf Aluminum Products per attached plans. Please ensure that all rail column base and wall attachments are fastened to structure using 4": 2-3/4-" screws vise fast neerscalledoutonGulfAluminumdrawings. t,.,........... Subject structure will be in compliance with the FBC 2004, and its 2005, 2006, and 2007 amendments after changes to this letter are applied. Please do noxhesitate to contact me should you have any further questions. E"(Rick) Castillo, P.E. FL License #52590 8ANFORD BUILDING DEPT. Mg PLANS ARE REVIEWED AND CONDITIONALLtfAOCW'rED FOR PERMIT. A PERMIT ISSUED SHALL atTHEWORKDTOSEALICENSE: To PROCEED AND NOTASAUTHORITYTOVOLATECANCEL. ALTER. OR SET ASIDE ANY OF THI= PROVISIONS OFTHETECHNICALCODES, NOR SHALL ISSUANCE OFAPERMITPREVENTTHEBUILDINGDEP FROMTHCrMEAFTERREQUIRINGACORREC- TION ONTHE PLANS. CONSTRUCTION OR OTHERVIOLATIONSOFTHECODS. PERMIT # -- a DATE, RC Engineering, LLC 407-474- 9181 FAX 407- 688-1898 Page # 1 of 1 SEP 2 a. aA05 TOP CAP SLOTTED ANGLE CONNECTION TYPICAL STANDARD RAIL SECTIONS NOTES h TABLE 2.0" WAY' ALL TOP -1 1 ouU -1 1. T}r gnord nil wntsd9piCo w this own liu r' i•'• 23" RXCil7'61 I . With Ib nyuiremeen of all Imovn buiidmi IN• codes, bard oa b.dinc of SO @r. pa lied foot 13' 2.2' PAsmNot 2 r — GU[r .1 sp mob an di bd of rot ten flf och pouodr barriersf-- Ow-t GP at any m any direction the hop Of wch k1— iSNAPPLATEatanyORthe y( ase QUIP • t GULF • 2 I SNAP lIa TE ( R_ Otny • a final Gator of safety of the system Is 2 to 1. SNAP PIaTB SCREW mtovR 2. The port spacing is critical. All pop rdlr exceed 3•0° {, sA' —•{ Loex ,, T ON SW Mn the spa c a6Cbt ol.Poet e aY Tida. Far run ri / , / height of. 2• ter ua. bIow•. 1T 1. 61 sms V83W PLAN VMW PICKET 3. All railing and sectioas diall ore e f allooy y 63T'6 for G-1 CASTING CONNECTION -19 $,Saoisr"' GULF.3 GULP • 4P 01 CAfTM FITS 0-1 I I {_ rot3 I 4. Cooerete is me uldum mcepum of the post WPM Cmem of 3500 PSI is o INnimom pUI1.1] OIJLP-1] regaucmm for pmropv ro 1_ Concrete 25• — POST NAP PLATE — T off 7tt.2DD PSV13to a i OUIJ' • i OUI2r • t I.0' 01 GP I Mre SNAP MTE / 5.1Madmiettl ommaction, dull be made with 0 stainless noel cheat cowl scans V bag. W aW M I,IOM• II 6. All low and partially W rWr synam rill W' QNl- 11W bow flow reWa on exterior applirntlons. END VU1W MRENt SIDE VIEW / —W7iOM RAIL T•11S Mf! O1° uN t IDeI>,llaf Gulf Lack Syslan GULF .43 GULP -Im T•u BOTTOM RAIL CONNECTION WELDED ; ALLOWABLE POST SPACING ASE PICKETS PAS mI. a" x 1.e" a 13+o e> GSr17G loll al I " ` • • . ' • • tbNNECTION ECHOR l Irt•BOLT PLUS3OL• x3IT•X' DEEP I EXPANSION OIr ANCHOR IN -BNSAIL 5O1' 3• D AL O rP.u+oa D 3M1' BOLT PLUS21Q' MIN IANRF AIQrI' N 70NSAL• OR EQUAL O 1®7PA NMBEDS1.1ENT NON•sIN,iINK GROW. O EE771xlxD 4' . a" Lt• X 1 Le• S. S. BOLT WITH NUT G IOR 0"9 G 19 O CWm0 ws O u ul — mu i C.O. 60- rOM THE THREESECTIONSNAREOPTMCALRAILDESIGNS. AIL BASE MSTALUT]NSO IJ1'X 1' 3r4"X S4' ArNDaAllTOP CAPS CAN BE USED IN ANY COMBINATrON TO M>6r DEIGN REQU1RM73. 4 rACTN •` , 4' - O"_ EIND VIEW SID8 VIHW • ONALLWuxooEVETEMA04JIMOMCMnLKATEOMOGISMOOUSEDALONEASROr'rom u• STANDARD RAIL ELEVATION OAT g UT CANIII RAUL WALLLINE LAILMMATO WITHoa MAP Mri TO POEM A t]J) SED B rrMM of WTVRMD1ATE WAIL MOUNT POST IJ• 6G-10 G-9W 019W =,, AS MINSTALLATIONNLaXtONE ` al PLATE TREADGSrRNO Lti oN Is' X ls• !' x 1 • vN X LP TREAD tma r AD6TT MM C OHAIVNEL 12' aAaM"Prax 1 STANDARD caPc T n POST I ay•,. G- 11 >•' WAILLMOUNr •_ L 'tom. G- 13 0 Giwwtr ]fit•' fM11-- r Mm BOTTORA FDRAaasomm a1trAlowar MAXRAMM SEE BOTTOM SALSLAT EDCiEAMlad [M W CONNECTION DVITASNAP HAMMANEWITSrua2rrM0-al1aAPM7EPDST.f077OMOiA1flOa.AIOVILSASIONALL1TAN2TOPCAPSlemWflllALLTON&MA1rxnJ•IOW W aO1S !OP IONR1r. Ulf 12255 62nd Street No. 3Ricljarb 39atlilttnflki, 19.C. # 15586 - S 7,- inum Largo,Florida 33703 1520 ChateauwoodPHONE727-531-8194 roducts, Inc. Phone: 727-531-0411 Clearwater, Florida 33768 FHH 727-539-3790 L.-DATE APT. A"REVISION NO, DATE AREVISION •i E.E. CASTILLO, P.E. LIC.# 52590 Mii AGulf 11ffi1HlUM Products, Inc. 12255 62nd Street North. Largo, FL 33773-3797 1 Installation Instructions for Commercial Rail PICKET CORNER OR WALL ATTACHMENT STEP I HORPIANTALS FLUSH WrIIl PICKET TOP VIEW /G-13 POST STEP 2 q11 G-8 G-9 \ SNAP PICKET PLATE 10 X 1 SCREV POST OR WALL POST DRILL HOLE THROUGH PICKET INTO CENTER OF POST FASTEN #10 SCREW TIGHTLY TO POST WALL DRII.L HOLE THROUGH PICKET INTO WALL FASTEN TIGHTLY TO WALL WITH A NIMMUM 1-1/2" EMBEDMENT Phone:727-531-0411 , Fax:i27-539-1581 f 0 a cc o z TOP CASTING FOR COLUMN OR WALL ATTACHMENT rlNG. Frl S G 1 G-1 CAP o-sSNAP PLATE 9 1" X 1-314" TAPCON SIDE VIEW TOP SLOTTED ANGLE FOR COLUMN OR WALL ATTACHMENT G- 8 SNAP PLATE ALL TOP CAPS EXCEPT G-1 1/ 4" X 1-3/4" TAPCON J o GR ANGLE M10 X 1" V,%/,-SCREWSNAPR LOCK SCREW SLd)TTE SIDE VIEW PLAN VIEW BOTTOM CASTING FOR COLUMN OR WALL ATTACHMENT i 1/ 4" X 1-3/4" I TAPCON O lit CASTING POR G 11 I I I i i iI I G- 11 BOTTOM CHANNEL END VIEW SIDE VIEW UCR 7iw MA P OF HOUVDA R Y SUR VE Y LEGAL DESCRIP770N.- LOTS 180 THROUGH 18J, INCLUSI tit PINEHURST, ACCORD/NG TO MAP OR PLA T THEREOF AS RECORDED IN Pt T BOOK J,, PAGE 71, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BEARING BASIS: FLOOD ZONE INFORMA7701V Bearings based on the Southerly Right of Subject Property appears to lie in Flood Way line of W. 20th Street, bearing Zone 'X" according to National Flood N.900000"E., and is assumed datum.. Insurance Rate Mop 12117CO070 F, Dated September 28, 2007 Sc ale: 1 "=30' S. Holly A venue 60' Right of Way Asphalt Pavement Concrete LLib o n 5' Concrete Sidewalk NOO 00 50 "E 125.00' I Set 5A- 125 Found 5/12?' Iron Rod Capped Iron Rod LB220 15' Buffding Setback Line (Plat) b ILOT 180 e I U L 181 r% w Ih 5.1 25.0' 00 12.5' o, a 17.5' I Olie- LOT 182 H Concrete OOj r Wood MTMt772a4YASONRYREI709 Step rhZhSteps 20. J' O h 15.8 1 StarY it IJ 1' B 5.0' O Frame O Garage Concrete Drive O J7' I h b I LOT 18J I h PLANS 11Z 01b(OF11% 125 f nd 1/2' S0000 00 E 125. 00' Found "- Rod Capped Iran Rod 18220 El EWED FORD Prepare Fora AMIE V. SAVAGE dr NICOLE SAVAGE,• SUN 7RUST MORTGAGE, INC; PILLAR 777LE AND TRUST, INC.; STEWART 777LE GUARANTY COMPANY - INS Survey t pr vared without the benefit of abstract of title commitment, theref.r no varonfeesp;X'in1ng to rights of woy, easements, ogreaments or PAGE & ASSOC/A TESskndormatthowbeenmode. This cert=t thot a survey of the hereon described property was mode under my dnrct super vfslor SURVEYING d MAPPING, INC. and meets minimum technical standards set forth by the Florida Board of Professional Land Sur- P.S.M. ,/4660 veyGrS li7 ch ter 610176, Florida odmIn/strative code, pursuant to section 472.027 of the Rorido Stotu e: 3752 BRANDY S7REET unless It b the s/gnotury and the orig/nal ro/ of o L/censed 5Lrveycr and Mop- OftANDO, FLORIDA 32812 per this &uw1hg, sketch, plot, or map Is for tnlormo urposes / and is not PWId. Ph. (407) 228-9748 Fox (407) 228-9948 H. PAGE, P.S.M. f4660 urve Dote: Drown Dote: Job No.: RONALD 08 7 07 08110107 1 08072009