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HomeMy WebLinkAbout106 Blue Spruce Ct (3)Permit # : 06 ^ , d, S9 CITY OF SANFCttD PERMIT APPLICATION Date: Job Address:_IOro BLUE 5PROGE CT. SANFb2D, FL. 32'}+3 Description of Work: 5UnIROOM ENCL.OSUR13 Historic District: Zoning: Value of Work. $ 3:.000 RECEIVED JAN 2 5 2006 Permit Type. Building \1 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: _I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 11. 20, 30. 512 00C)0 . 11AP (Attach Proof of Ownership & Legal Description) Owners Name & Address: K--IL.E E VEeLV 106 Bl, UE 521CLKE = . SAN M I;U, FL .32W13 Phone: 4o+ - 330. 29 Or- ContractorName&Address: I-LOIZ(DA E?CTEIZ(02S. INC- Z 5 65 DARK D R I V E t SAN Fp RD, Pl- 32-'r+3 State License Number: Cet- 059 Off$ Phone & Fax: 40-3, • 322. 3545 If / 33O 95S L contact Person: MM VECeM 1oNrz- Phone: 4C7+ •322. 3545 Bonding Company: Address: Mortgage Leader: Address: Architect/Eogineer: Address: Phone: Fax: 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 permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. CC^ c aA- L 3ID Signature of Owne en Date Signature of Contractor/Agent Date W: PriK Mg' Signature of of ate of Florida Date Eric D. Huss Commission #DD187432 F p Tres: Feb 24, 2007Owner/Agentis_ rsonal 40k. O Produced ID ?o;F o°,' Bonded Thru litic Bonding Co., Inc. APPLICATION APPROVED BY: Bldg:emfiQ- Zoning: Initial & Date Special Conditions: 9ct\ e.Sk = Print Contractor/Agent! a Signature TAfti a Date Eric D. Huss Commission # DD 187432 Contractor/ Agent is rsonally Known 'ale o7'?. Expires: Feb 24, 2007 Produced 1D;; wo?o Bonded Thru Atlantic Bonding Co., Inc. Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Y ' R ': ` 1 L Permit Number Parcel Identification Number t .0,36.51Z . ocCO. t24.o Prepared by: Em Vecchione Return to: Florida Exteriors, Inc. Z565 Park Drive Sanford, FL 32773 NOTICE OF COM WENCEMENT State of P-1-0 2 i DA County of 5 eM l r4QL F_ i MAR`PAfW WASE, CLEM OF CIRCUIT CWT SEMINME COMM BK flcu094 V G 1213 CLERK'S 4) EIK)6012-1324 RMDEA 01/M2Uf1b 11:57:18 AN REtXIRUINIS FM 10.00 FECUMU BY t holden•, CERTIFIED COPY: s . MAOAI1N€ MORSE CLE AN 15. 2006 The undersigned hereby gives notice that improvements) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) L_EG L.DT I-J-4 NIODELa LACE PN 3' UNIT 5 P6 2-9 MS 4c>94t IOro GLUE 5PROCF— C'T, S4NF01?D, R. 32m}3 2. General description of Improvement(s) SUNIZOOw1 ENct.o50iZF_ 3. Owner information Name KYLE EVEQLY Telephone Number Address I06 13Lu E 5PfZt)M CT, Fax Number F 3 2 3 Interest in Property: 4. Fee Simple TitleHo der (if other the owner shown above) Name Telephone Number Address Fax Number Q J5. Contractor Florida Exteriors, Inc. Name 2565 Park Drive Address Sanford, FL 32773 6. Surety (if any) Name Address Telephone Number (407) 322-3545 Fax Number (407) 330-9554 Telephone Number Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number S. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): " Date Signed Sigrof Ov#r ote: per §713.13(1)(g), "owner 1 Y Eric D. Huss rrL sign ...and no one else may be permitted to Pia #DD187432 sign m fi s r her stead." y LeCommission Expires: Feb 24, 2007 Sworn to ap s day of _%Caminr , 2005 -by who ism ' personally known to me as ide4 cation. Signature of lo ary (notarial seal must appear below) Form Revised: 4/98 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 t2 CAV,D JomisoN, CPA, ASA d ` y 2A PROPERTY APPRAISER 7( SEMINOLECOUNTY FL 1? ` 1 7A, 5 1 101 E. FIRST 5T SANFORD. FL32771-146B 1 5B 15A 407- 665-7506 b.n 31y1 6C OA00 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-512-0000-1240 Number of Buildings: 0 Owner: EVERLY KYLE Depreciated Bldg Value: $0 Mailing Address: 106 BLUE SPRUCE CT Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $39,000 Property Address: 106 BLUE SPRUCE CT SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE PH 3 UNIT 5 Just/Market Value: $39,000 Tax District: S1-SANFORD Assessed Value (SOH): $39,000 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $39,000 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY DEED 05/2001 04092 1812 $40,000 Vacant Yes QUITCLAIM DEED 10/1994 02840 0388 $100 Vacant No 2005 Tax Bill Amount: $778 WARRANTY DEED 12/1993 02700 0689 $20,000 Vacant Yes 2005 Taxable Value: $39,000 WARRANTY DEED 09/1990 02225 1063 $25,000 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 04/1987 01837 0109 $22,000 Vacant Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Frontage Depth Land PLATS:rPick. Method Units Price Value LEG LOT 124 HIDDEN LAKE PH 3 UNIT 5 PB LOT 0 0 1.000 39,000.00 39,000 29 PGS 40 & 41 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently 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=11203051200001... 12/7/2005 POWER OF ATTORNEY Date: 12/7/2005 I hereby name and appoint ELEANOR ELLISON of FLORIDA EXTERIORS, INC in fact to act for me and apply to the Building Department for a Sanford Sunroom Permit for work to be performed at a location described as: Section 11 Township 20 Range 30 Lot Sub -division Hidden Lake 106 Bluce Spruce Ct, Sanford, FL 32773 Address of Job) Kyle Everly Address As Above Owner of Property and Address) to be my lawful Attorney permit 512 Block 0000-1240 and to sign my name and do all things necessary to this appointment. ERNEST CHERRY CRC 058078 Type or print Name of Certified Contractor and Contractor's License # Signature of Certified Contractor The foregoing instrument was acknowledged before me this 8th day of Dec 2005 by ERNEST CHERRY who is personally known to me/who produced as identification and who did not take oath. State of Florida County of No hc, Orange County, Florida license O.P; Eric D. Huss Commission #0187432 Expires: Feb 24, 2007Seal %;t>o:?" Bonded T M Atlantic Bonding Co., Inc. Certificate of Insurance This certificate is issued as a matter of information only and confers no rights upon the Certificate Holder other than those provided by this policy. This certificate does not amend, extend, or alter the coverage afforded by the policies described herein. Named Insured(s): Gevity HR, Inc and its wholly owned subsidiaries including but not limited to Gevity HR, LP; Gevity HR 11, LP; Gevity HR III, LP; Gevity HR IV, LP; Gevity HR V, LP; Gevity HR V1, LP; Gevity MARSHHRVII, LP; Gevity HR VIII, LP; Gevity HR IX, LP; Gevity HR X, LP; Gevity HR XI, LLC; Gevity HR XII Corp. 600 301 Boulevard West Bradenton, Florida 34205 Insurer Affording Coverage American Home Assurance Co., Coverages: Member of American International Group, Inc. (AIG) This is to certify that the policy(ies) of insurance described herein have been issued to the insured named herein for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which the Certificate may be issued or may pertain, the insurance afforded by the policy(ies)described herein is subject to all the terms, conditions and exclusions of such policy(ies). Aggregate) Limits shown may have been reduced by paid claims. Type of Insurance Certificate Exp. Date Policy Number Limits Employers Liability Workers' 1-1-2007 RMWC9426922 Bodily Injury By Accident Compensation RMWC9431313 2,000,000 Each Accident Bodily Injury By Disease 2,000,000 Policy Limit Bodily Injury By Disease 2,000,000 Each Person Other: Employees Leased To: Effective Date: 1/1/06 43880 Florida Exteriors Inc. The above referenced workers' compensation policy(ies) provide(s) statutory benefits only to the employees of the Named Insured(s) on such policy(ies), not to the employees of any other employer. Notice of Cancellation: Should any of the policies described herein be cancelled before the expiration date thereof, the insurer affording coverage will endeavor to mail 30 days written notice to the certificate holder named herein, but failure to mail such notice shall impose no obligation or liability of any kind upon the insurer affording coverage, its agents or representatives. Certificate Holder: Sanford Building Dept 300 N Park Ave Sanford, FL 32771-1244 4 A e 4,/4 Michael C. Weiss Authorized Representative of Marsh USA Inc. 866)443-8489 12/15/2005 Phone Date Issued LEGEND LIGHT SWITCH LIGHT RECEPTACLE FAN 0 r p FLOOR PLAN Ai 4B-) EXISTING HOME I I 1 I 24" D.L. 55 WINDOW 5" WINDOW 55" WINDOW 55" WINDOW 24'-0" A FRAME COLOR:SANDSTONE FACIA/TRIM: SANDSTONE NOTE: ENCLOSURE NOT TO BE USED INTERIOR KP: SANDSTONE AS A PERMANENT LIVING AREA EXTERIOR KP: SANDSTONE SKIN TYPE: TEMKOR L3 CO O a 00 X 3 QO Ja000 Q¢3 o Z I w Z O W ^ OZ p k m't O O OJc^D v W NU—J EXISTING HOME o z co :w ot O 0OLn 3 c I Yy 0000 0co Z D 04 N Z 1 /2" 14— vn J 0 0 Lr) U') AI A 0 Z 3 d ? O xWOJ= Q O E-1 (V c a z I 41 24 D. wzOz W O VVf M D n to a vai L 0 04 pJp O tD to z O N C NOTE: O V1Y THE SIDE WALL ATTACHMENT a TO HOUSE IS A NON -LOAD 0. BEARING CONNECTION. Lu w PROPERLY CAULK BOTH SIDES W Y OF ALUMINUM EXTRUSION w Y AT THIS CONNECTION. ouiJ m a w 0 0 14'-( INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING 1 11/16 1 11/16 24'-0" NOT TO SCALE 05W16628 01/19/06 FLOR—EXT DETAILED Br KELLIE PARKS 1 /2" UL 58SL ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORT NER-567 FLORIDA PRODUCT APPROVAL 5505 FLORIDA PRODUCT APPROVAL 3857-R1 FLORIDA PRODUCT APPROVAL 3521-R1 DESIGN CRITERIA FOR *EVERLY, KYLE* SUNROOM 1) BASIC WIND SPEED: 130 MPH 2) WIND IMPORTANCE FACTOR: 1 3) WIND EXPOSURE CATEGORY: B 4) EXPOSURE CLASS: co uj r, cocO Vun) La ato J Ln cr- M a N Q. 3 J O o oo c W Z N IA Z cD' m p0, 4 N tr NUO J PARTIALLY ENCLOSED 5) INTERNAL PRESSURE COEFFICIENT: 0.55 6) COMPONENTS AND CLADDING PRESSURES: ROOF ZONE: 1: ROOF ZONE: 2; ROOF ZONE: 3; WALL ZONE: 4: WALL ZONE: 5: 10.6 PSF, 28.6 PSF 10.6 PSF, 38.4 PSF 10.6 PSF, 46.2 PSF 26.6 PSF, 40.0 PSF 26.6 PSF, 40.0 PSF O O% 00 0 0 co I 00 a 0 co N to tD Ui00 0= 0 0 ZgtK0WpJ = Q NUdLL. w 0 Ln c n UN \ to J L vai N co c N wotpmL, Qtoo oN tl) O toYlYaa LLJ W W } W o Y x m J Z Lia o W p r P-N co ELEVATIONS LJ 0 CID 0. DD cj LLJ vX (D Lo E 00 1 oz Mz& 0 LLJ olz mLo o qk L) 0 OD — V) 0 w C4 0— 0/ o 0 o oo0 0 D Also co co 00 00 u) Lin I IAlA omz ** C) R LLI20Zz0 X zi 1: < E- cli L) a. u- LLJ 0 z0 z I.— 0D L) tA L) cj ch 0. (L a! U) 00 w cli 3 co 0toLLzoa ALL TEMO STRUCTURES ARE U 0 DESIGNED IN ACCORDANCE NTH CHAPTER 16 OF THE 2004 FLORIDA BUILDING CODE. UJ 0. 2 NOTE: ALL OPERATING GLAZING w >- I PRODUCTS SUPPLIED BY TEMO cr wx SUNROOMS INCLUDE TEMPERED 1, $-: HPG-2000 GLASS THAT CONFORMS J X NTH CHAPTER 24 OF THE CODE 0: wI > TOTAL WEIGHT OF TEMO PRODUCT: 2366.00 lbs. LEGEND: LIGHT SWITCH LIGHT O RECEPTACLE FAN I `" L" FRAME COLOR:SANDSTONE FACIA/TRIM: SANDSTONE INTERIOR KP: SANDSTONE EXTERIOR KP: SANDSTONE SKIN TYPE: TEMKOR FLOOR PLAN EXISTING HOME 24' D.L. 55 WINDOW 5' WINDOW M 24'-0" A 55' WINDOW 55' WINDOW NOTE: ENCLOSURE NOT TO BE USED AS A PERMANENT LIVING AREA Do a ow 'co, Q wo MOa3 Qp Q co 0 z0 I 0 c Z 0 CD ORZa O OOJc V IX N U v J EXISTING HOME v U z of z co0 o0Lo 00 1 1 10.1 oI NM to to W Do N Nz 1,4'- 0 1 /2" o v J0Ljj O FrOZ .. w * ? O X E-1 NUalai I 24 D. L i 0 z JO V) UK) n nto Nn avai L rn 0 C0 04 J m L, 10 O 3V) NOTE: O Y THE SIDE WALL ATTACHMENT a TO HOUSE IS A NON -LOAD w a BEARING CONNECTION. J W PROPERLY CAULK BOTH SIDES W r Y Y OF ALUMINUMEXTRUSIONATTHIS CONNECTION. 0 J m o: W w 0 0 aoo J W 0000000 SEE ATTACHMENT DETAIL 'B' ^ f Q a d x J 33 a o r7 t 2TES4 TEMO ALUMINUM CLAD STRUCTURAL INSULATED ROOF PANELS _ Q O _j 00 o DET. I T y ` W Z= z F4 4' I I Z 0 w C) OZ m az II 0 0 0JCIO Uck: N L) v J U z 120-0" u EXISTING 00 o0 2TES4 HOUSE 0 00000 0 1 FIG. J1 ZN DN 0" F to 0 wa LnLO O= o z W ' z0i O J = Q GRAD Ey a U a LL- n+ i EXISTING CONCRETE SLAB o SECTION ' A D` 0 U O V1 U, 7 nntoN rn L vai 0 DO I USE STAINLESS STEEL or TRIPLE DIPPED to GALVANIZED FASTENERS INTO ACQ LUMBER U) o N a aW JW } J I Y Y ROOF PANELS: 3", 0.019, 2#, ROOF LOAD: 10 P.S.F. J m a w 0 0 SIMPSON LU26 AT EACH RAFTER A.V. 750 SIMPSON LU28 ROOF SHEETING A.V. 850 NEW SADDLE TO MATCH CATHEDRAL ROOF LYWOOD SHEATHING 2 X 8 RIDGE OF PATIO COVER. LOCATION NOTED 4 ON PLOT PLAN 1/4" TOGGLE BOLT J O 12' O.C. EXISTING TRUSS OR EXISTING HOUSE SIDE VIEW HANGING RAIL ATTACHED W/2414 WOOD SCREWS 8 16' D.C. NOTES FOR PLACEMENT] 2 X 6 ALIGN WITH TOP OF SHEETING IF HINGLES ARE TO BE APPLIED TO TEND ROOF PANELS OR 2 X 6 NAILER A,,., ALIGN 1' BELOW TOP OF SHEETING IF NO SHINGLES WILL BE APPLIED TO TEMO ROOF PANELS. 2 X 6 RAFTERS O 16' O.C. (TYP.) HANGING RAIL ATTACHED W/2-1114 WOOD SCREWS 2 16' D.C. EXISTING DBL. TOP CAP 2X4 CRIPPLES UNDER 2X6 RAFTER W/ATTACHED HANGING RAIL 2 X 8 RIDGE PLYWOOD SHEATHING EXISTING RAFTER TAII SIMPSON C.S. 250 MET NOTES: STRAPS AT EACH STUD 1) USE 16 PENNY NAILS IN ALL LOCATIONS 2) NAIL 2 x 6 NAILER INTO RAFTERS AT BASE OF SADDLE 3) NAIL 2 x 6 RAFTER INTO 2 x 6 NAILER 4)INSTALL 2 x 4 CRIPPLE FROM SADDLE RAFTER TO EXISTING ROOF SURFACE 5) COVER W/WATER & ICE PROTECTION CUT BACK VALLEY & COVER WITH WATER AND ICE PROTECTION FRONT VIEW DETAIL 'B' USE STAINLESS STEEL or TRIPLE DIPPED GALVANIZED FASTENERS INTO ACO LUMBER CRIPPLES SET ON RAFTER i DIRECTLY OVER PLATE NOT TO SCALE 00 r- 0 a N x 0 01 J O10 d0 d 00 0 O 1 Q Q I O wop^ Z m d Z n O 00510,; 0_' N U v J U) y O 00:0 O 0 0 In N 00 1 1 y a N N 00 J O= oOw W * Z O 5iOJ = a E- cvc>aIi a 00 04 tD tD 3 N7 0 W x J X wY 0 E J K L JJa La1 W 0W O LA ULLJ M nntoN M A yJ c O J d' Op Z O O N CAL TUN 11t MI OF 11 111? I I M l_ecla l Duscr.iptiun 111I1PE1 l_I1K1-- PHASE III, UNIT V, i1cculd.irul to Hw 111c,,tt. wrl-r,f ;w, rf'r:urrilxJ iri Plat (1(-jr)k. 2(:J, hagf?s /10 +nd III, of the Public Ilecorclts I,f !it nlinc,lE! Gulnit.y, f lc,r.id 1. 39. 99• / 3h LLI 1 CD CDok 1 a c, D t 37 U un Goat) 2i l a YVIC o I Qyo/ yC • \ ti ol bob'//h \ oil !. itJHV1 Y N13TCS) 1l. l{rUC Ylip' -; t'LIt1*117 11:Ik'I"( T! 11 i 5 Lu cul l.i! y l.hA I 1-18V1i: 111.111c.! J ILII Vt•y ,,I t.l•• ., ht Ni' tlt'S1:1 ihed 111 i lu•fi y .t111.1 ! hJl LIn: I I.tI ht'ft.:uli I,.!I Lft, .!l.f, i utl,trc:urtl.0 It:t,n•.lilt .ttitul l,f Ilu' ,.uu1•. t !lnlhl•I Lt'IIity l.11.tl Ii i lnvt'y w't•1'. Iln•Itlihiltnln, It'thnilctl 'if,,lul.tld l', I iil i. spa lull.11 IIy Lh,-' cr11 n 1 I1 cullltt r_r Tn: R£ V1:510N5 - KITNFP `. 4JR1,11:YING, INC. R. 131.AII? KI MEIt - P,L.S. No. 01'fictr E;ox 823, `;an(ord, Fl_ V771-OV3 I11t111 y i ul l l cwaea=.,U. r artnz SUNROOM PAGE NUMBER COVER SHEET 1 2 3 4 5 6 7 cm ALL MULLIONS DESC TION "' VV IND 0' HEETS C F LEVATIO n RO F 2 00 ,PART d 2" S R N, TIONS an D 2" SUNR CK an SLAB ATTA E/ , 2" SUNROOM TABLES 2" SUNROOM T GLASS WINDOW DET 2" SUNROOM DOOR EMBLY DETAILS TES E (:,X 7 S ^ i ti j sn i 2 rvl4nN/: QW11(`i11or 1 t ALL SECTIONS do DETAILS REFERENCED HERE ARE SHOWN ON SHEET 2TES3. y o=W\.—root\11317\27W W HALL Raw CM TV, 0 Dirt-omm NEW- 2TES 1 1 OF 7 M-1 2.00' STANDARD MALE 13109) l H 2.00' CORNER ( 2892) C6 J 2.00' KP ADAPTER 2768) 11 RAIN GUTTER 44215) 18 2.00' STANDARD FEMALE 9536) LEFT JAMB 11777) 12 C' FACIA 44218) 19 2' WALL STUD 48161) l4 J 3.00' HANGING RAIL ^ 5803 20 2' 45' ADAPTER 5907) 4.25' HANGING RAIL 5859) 21 GENERAL NOTES & SPECIFCATIONS 1. 1HIS EICLOSINE SYSIEII R 10 BE NSTALLED IRIOER THE ROW PANEL SIOMH ON DRAW In 21ES4 OR tME R A OOE-APPROVED ETOS M ROOF. I DESC1 LOADS SEE TABLES FOR OES10H LOADS AS SPINED PER OUPIER 16 OF 7HE 2004 FIARDA BULO9D 000E l FAS1F)M MESS SIM BE SUES SHOMi AND SHALL BE STIWESS STEEL, BE FLAIED, CALWAIM STEEL OR 2024-T4 AEIRKK 4, ALL SIRUCMK OOLPOE M OF THIS PATp WAR SVSIEM MMEPT SOLD P OF ALLOY t TEMPER SM-75 UNLESS SUFMA LY NOSED S ALL DIITEILOR PORINIIIS OF THE SOLD WALL PANEL INCH NE SUN= TO WATER NTRUSON SHALL BE FULLY CAIRIED. a OPEIM N THE WALL MAY BE O011eIlED WIN A WND MIEN( MADE OF TEMPERED GLASS MN A LfUN MMESS OF 1/1 NCH IHAT 001ELES MN THE ODE 7. METE RE ROOF PANE SPAN IS PARALLEL 10 IE MIS WALL OF THE RE510f U RE ADEWACY of THE DO.SMIG WALL StEPOBT SB9IC M (SM HEAD= BEAMS LTG) SHALL BE VERMD BY AN KEPOWIT SMME FOR RE ATTADMIT OF THE ROM BEAM, THE ADEQUACY OF RE O10S1010 F RAWIG 6 NOT A PART W THIS DESM OR APPROVAL d RE BEAM SI51EM MILLIONS HAVE BEM DENS FOR LOAD OMMIICIS REQIIIlED BY RE 2004 FLMU RUNG OWE I ALL ALLILOBN N OOWIACT WIN DISSIILAR MATEILALS SAL BE PROTECTED PER RE 2004 ROM MUM CODE 10. E1NARM ANOm SOILL BE !MR m-mT r ANOIm 'mi-FAST 2AYAC MAW. TAM FMIENMS OR MWAIM. THE 1/40 ANCICRS SHALL HAVE A MNNUM MOM VALLE N CONCEM OF 565 POUNDS WOOD LAOS 91ALL BE 1/P BY r GALVAI® LAG BOLTS 11. ALL OOSIM WOW SHALL HAVE A MN0 M SPTC MAIM OF 0.40. 12 SEE TABLES (A) AND (0) ON BEET 2105 FOR OE Ii I ND LOADS 11 = REPORT ER-525" WAS REVEWED 10 RE IW LREORY BIALDLIG 2' WALL LOCK 48125) 23 RACEWAY CAP 8291) 17 2.00' VERTICAL RACEWAY 8290), (uJ s to q O N F N a W N N 2MM WILL R ONNN Iw, n WN O Z N J t5 c 0 2TES2 k is spoil-, TABLE "A": BEARING WALL MULLIONS MAXIMUM MULLION SPACING MULLION TYPE DET. ( DET. e MAXIMUM MULLION HEIGHT 20 PSF UPLIFT LOAD, 130 M IND 36" C/C 9'-6" 9 46" C/C 81_3" 56 1 ' 2" C/C 8'-0"1Z MAXIMUM PANEL OVERHANG IS 1'-6" MINIMUM ROOF PANEL SLOPE IS 1 /2 INCH PER FOOT 0 TABLE "B": NON —BEARING WALL MULLIONS MAXIMUM MULLION SPACING MULLION TYPE DET. QQ DET. MAXIMUM MULLION HEIGHT 130 MPH WIND 36" - C/C ; 10'-3" 10'-9" 46" C/C 9'-3" 10'-6" 56 1 2" C/C 8'-9" 10'-3" RITERIA FOR FLORIDA F SANFORD, FLORIDA 0 n n ROOF ZONE 2: ROOF ZONE 3: WALL ZONE 4: WALL ZONE 5: 130 MPH N ACT z, 22 P 38.2 PSF, — 38.2 PSF, — C jLY ENCLOSED ICIENT: 0.55 SF fil"g. b d2 01A KR7 & NALZ R 100 HALL ROAD No ir. U DUPE -ON" a m. 2TES5 5OF7 a I M. 1( 1 /8" GLASS NOOr ROIOER PER 1J - PIMC an - 1 an a vamwomum Rw f S16 Dom CdIA,Y N pL xsm R IFAOM IN. JIM am E ffm SOEO]I nm mm ou PER 11 SIDE VIEW E;m LAM TOP VIEW SC HMOW& SC HANDLE Sc Mnulm 7579) 24 (7551) !s (0608) 26 jJ, IG GLASS UNITS mm mm PER 1D AMIOR 10M Mu - IN i 5 E%IEIEOx e COWINOM Q IFMm mm 04 SI COWIN" Eomm aw wa um wwo TOP EWO 10 HCR[LORML IG RKSR HANDLE IG LEFT HANDLE 0 MTERLM I,=) L2 1 (11553) Q (11551) 29 (11551) L31 MUMMA muuiom 1 j A// g— OD11F1 = Lum PER BC SECRON 2406 ON BM PANE OF QM SASH PER O CLAaIf' , SII8ICRAAL Mmum SM O CL06L81E SUED o CV m M w j p_ C S M9010N MsERIS SEE S1OMM MOMI FM MEIiSM YER11MLY AOW ME umm Ig T1PI1' JIL EA01 CAL SASH PER 25 OIAA Y11IE VERTICAL SAM SASH CHASE AT NORMAL SASH NORMAL SASH PER 27 IG SASH o 1. 1G OM CNWU 24 OF 11E 2W4 RMA BULOIHG COOS: 2 fbT N In SPEFDSS OF 13D MPH SEC110H 4 24 =4 ROM MOM CODE a 4. 1FE 1 01 AS IE0lM1ED BY SE M 1714A.1 W THE 2M KrMA10 M allM WOE AM MEIN 13 OF OiIEMIKIAL REMDnML CDDE Mm xEEaru aioE me wr UP Im Fuum Im Exmm lOMM06 UE RM OF IMM im CaNNU110 l0 PULL Nam V PLL91 TE sc E A ON " a w= REYOYE N WINDOW SCHEDULE — TEMPMEZ GLASS Mr C/C 28,181! x Or 2r x W Kr C/C um x or 2MV x W W CA 18.62r x Of 16.5' x Or 2r x 5r ZL5/ 30-1 .- 515' I Of Mr x 59' Isr x 5r a 26.51. 2) #8 SMS ONE ON EACH SIDE OF MULLION BASE/TOP TR K PER 0 1/8" St SS TAZOIDEH / PER o2 8 SMS ® 24" O/C TOP SECTION DOOR JAMB PER o1 DOOR JAMB INSULATION DOOR TUBE PER oa 1/ 2" IG GLASS UNIT RUBBER T—SPLINE RUBBER ROLL SPLINE I. G.S. TRIM DOOR SWEEP PER Q RETICULATED FOAM RUBBER DOOR SWEEP GASKET DOOR THRESHOLD PER os BASE/ TOP TRACK PER (D SIDE CROSS SECTION F, LT6--, 2. 00" TRAPEZOID HEADER 12691) D2 SIDE SECTION R JAMB PER o1 DOOR JAMB INSULATION 3/ 4" #10 SMS DOOR STRIKE PLATE SEE LOCKSET DETAIL) BASE/ TOP T 2" FILL PANI TRANSOM SII TRAPEZOID 1- PER o2 TOP SECTION JAMB PER SIDE SECTI01 JAMB PER ( RACK PER Q L L PER 18 EADER DOOR I DOOR D ER Q D 10 00 oo;* j 00 PER 10 9s i ACK P DOOR TUBE PE " oa 4" STEEL HINGE (TYP.) 3 SETS — (SEE EXPLOI VIEW) 3/ 4" #10 SMS 8 PER HINGE TOP CROSS SECTION d\ e-,00c„z17 2FL0RloAoclERloas, 1 v EXPLODED PIAM L'. iL° ..NTMOR 971. .a. REQUIREMENTS AND CONDITIONS I. lE1MU Q= ME=1O 11MM MAO WFIES VM CKWO 24 OF 1!E 2001 FLOW BIR0N0 ME.' 'r r Jr2 1EiFM MSS WTALLEO N AREAS N11H BASIC NNO SPEBOS OF 130 NM COI M WIN Sf W 2410 1rR0= 2415 OF IM 2004 FLOW DAM CODE 3. 11E wow AAW 101/I S 2 AS BY RN13.3 OF DE 2003 NIE10 ME 2003 NR7NA ! - n a o Nm M m w Z c r A MALT. PE HALL ROAR I IV. 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