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HomeMy WebLinkAbout114 Winding Ridge Dr (4)Permit # :' — b — JobAddress: 1 1 `% Description of Work: Historic District: CITY OF SANFORb PERMIT APPLICATION Zoning: Value of Work: $ 2=0 f30>J Permit Type: Building ✓ 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: ;`A L0 S'Sr Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:. am— C70 - , S3% O (Attach Proof of Ownership & Legal Description) Owners Name & Address: .Sh� TQC--tii, h[.�-C°�( t=C' (( 4 Phone: Li 0- 7 91-7 3 S Contractor Name & Address: l GQ:, i "-N iL Ak. c '� G CS _�, C�L_­Iz \L lz� set_�, r� f'A - L l_ 3�7 `73 State License Number: U . 4e 7-3��-3SYS1 Phone&Fax: 4G�"I-31 —��S`ES Contact Person:K�',LZAe Phone: Bonding Company Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is v I ificat(y that I will notify the owner of the property of the requiretslorida Lien Law, FS 713. Signature of Owner/Agent P—We Signature of Contractor Agent Date GilotTe �ILQ,1�' Pr s ame Pr' t n a gent's Name Si ureofNota -State of Florida Date SiV fNota -State of Florida Date { i ry ry Owner/Agent is Personally Known to Me or _ Produced ID I© APPLICATION APPROVED BY: Bldg: AX Z� g: (Initial Ab t ) Special Conditions: Eric D. Huss e°`" YP� .6 -Commission : #DD187432 Expires: Feb 24, 2007 Bonded Thru Atlantic Bonding Co., Inc. Contractor/Agent is'� Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) Eric D. Huss Commission#DD187432 _f. .oma Expires: Feb 24' 200 SOF FLOP` Bonded Th, 7 Atlantic Bonding Co., ,[le, Permit #: �� �) v 0 Job Address: —LE -1 Description of Work: Historic District: CITY OF SANFORD PERMIT -APPLICATION n. .. - t Date: Zoning: Value of Work: $cam) ) , Q Permit "Type: Building I" 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 Cale. 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 1/1" Commercial " Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: _ p (� ~- D-0 3 O — _ ®o — C) ti >Qp — d ? l j. (Attach Proof of Ownership & Legal Description) Owners Name & Address: -1-N \C� O \4_G_ I Phone: `-t to — 3 Contractor Name & AddreW. c _) Smot e License Number:l-- Phone & Fax: O • 3 = Con, tact Person: r, i Phone: Bonding Company: 9C— m m yl Address: 7 Mortgage Lender: Address: °AUG 2 4 2004 y ArchitectlEngineer: a `} Phone: Address: , Fax- Application is hereby made to obtain a permit to do the work lid cristal�a ti Arts as in lcated. I rtify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standazds'ol all as rl g constnicnon,in this jurisdiction. [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. Accepta1�opermi�tis ftcation that I will notify the owner of the property of th eq icfrements of Flo ' Lien Law, FS 713. re wne Age Date of C / enr. Date ��i-SOi'1 Print Owner/ ent's Name Pr�Contractor/Agent's Na�� Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced [D of Notary -State Contractor/Agent is _ Produced lD _ APPLICATION APPROVED BY: Bldg: 3 Zoning: itial (InDate) (Initial & Date) Special Conditions: Utilities: Date -- ti1V nQii/4 0NOl1/ rPPt NOr-ebrua/)QD 18%, 7n•*YDI04�cA.2%, (Initial & Date) (Initial _ CC) Seminole County Property Appraiser Get Information by Parcel Number PARCEL DETAIL t min ole county my �apena•of���iscr r�crvrcrs 1t01 K.kir�tS[. 8 nirats'd 11, 12771 4{) 7-661 7 1506 GENERAL 0 Parcel Id: 10-20-30-502-0000-0870 Tax District: 11- SANFORD Owner: THACKER WARREN A & Exemptions: ROSA M Address: 114 WINDING RIDGE DR City,State,ZipCode: SANFORD FL 32773 Property Address: 114 WINDING RIDGE DR SANFORD 32773 Subdivision Name: RAMBLEWOOD Dor: 01 -SINGLE FAMILY SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 01/2004 05195 1682 $128,600 Improved WARRANTY DEED 08/2003 05119 0381 $98,000 Improved WARRANTY DEED 10/2001 04193 0948 $86,700 Improved WARRANTY DEED 12/1996 03178 1187 $89,900 Improved WARRANTY DEED 07/1996 03173 1487 $71,200 Improved WARRANTY DEED 04/1993 02576 0027 $87,000 Improved WARRANTY DEED 05/1981 01335 0127 $65,800 Improved Find Comparable Sales within this Subdivision Page 4 of 2 q Back > 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: $102,861 Depreciated EXFT Value: $2,712 Land Value (Market): $17,800 Land Value Ag: $0 Just/Market Value: $123,373 Assessed Value (SOH): $123,373 Exempt Value: $0 Taxable Value: $123,373 2004 Notice of Proposed Property Tax 2003 VALUE SUMMARY 2003 Tax Bill Amount: $2,204 2003 Taxable Value: $105,645 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 87 RAMBLEWOOD PB 23 PGS 7 & 8 LOT 0 0 1.000 17,800.00 $17,800 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 1981 6 1,641 2,176 1,641 WD/STUCCO FINISH $102,861 $113,034 Appendage / Sgft OPEN PORCH FINISHED/ 63 Appendage / Sgft GARAGE FINISHED/ 472 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1981 1 $638 $1,500 WOOD SCREEN PORCH 1990 224 $739 $1,680 SPA 1990 1 $1,335 $2,500 Assessed values shown are NOT certified values and therefore are subject to change before being If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.seminote—county title?PARCEL=1020305020000O... 8/24/2004 FS 711. 1.1 S.�i)�kf� SxJPcFF ks� NOTICE OF COMM-ENCENIENT IP�PdRE lk taJS°t.iCAC6} S;uta of Florida j County ofp��j�4 j The un exitgrted itctpbu lqfv.m all ccl=jmd tl}ai Wpto5,emcats milt be mads to colain real propwW, wW in tdar='with aec#vn 713.13 o f tli_ Florida Stant_:. tb4 foIkawing inrotmation is $tate d in this NOTICE OF L'Aa1{MRt4.Cr"E T. or ptaiarat}......� ! fC. d5 ilrscnh ..............................____..-_..._...._........-......».... _........... C',encrnl de•- lora v 1 oFtmgro amrnts... ...... ......... 1,........................ ..�'. .................... -... _._..._.. �_....._..._- ............. .... �tts�..- I -.�t ..... .►`�1......_.� ..7�............. C)Wner'S intat5t in site of the improvement ....... _..... -__ .:.............I...... Fee SimpI•t Tiilo hold,-- (if tauter than uwmr) Mame._.......... ......_ ........,_......_...._ .._... ...� CERTIFIED COPY _....._............................._ ...... la tk"'R'Y'ANNE'• MORSE . ................•................. _........ - .............. .._..... , �..... , EEK Q GiR..... S�Ei i L ... �.�/' `WT...J l..l.�.1.,,,L � WS\ 1 Le ���(C9'SI�.'1 r \� fAddreu� .._�:..:...�.....'Y ��...1.41•.l.c ......4......... UYY..id� 1• .• .. ...... _._ sutcly (Ira ny) AUG 2 4 � Ad&r-;s....................... Nlsmc of person within the State of Florida de3ign2ted by ow. ner uP;0ra t-rhoM Rot:= of car doctunea M aney be served: N'Mme........................... .......... ............... ... ... __... .......................... ......................................... ................ ................... Addless......... .......................... ......... ........................... .............. ............._.._............_...... - ...._._._ _.. __.. __....__....._..........,..... _ U In addition to 4irtself, osrat r iignat�s tEte 3a1to'viaeg tin to yvodvC a cop} of ft Lirnur g Notice as gro'•id, cd in Steuart713, s3 ^statettm. mil in at owner's option) Name...._.. ASa..".......... ..........................._.,...............,........... I ............... ......-_.......... ........ .............. iriisSPACL' EORREit3EzgAt 5 tScDM..........._ Swoon to and subscrib-ed bef6m mtthio ..-... ..................- ... ................_.. _ MARYRNNE MUM, CLERK OF CIRCUIT CWRT � CLERK OF SEMINU.E COUNTY f�') BK 05431 PG 1403 ...... �...�_ ..._.......tl� srf........... � ....... FILE NUM 200413331& � T1G D. HVss RECORDED %8/A/M4 WW9Aa -' PM REWRDINS F Ila. i _*: b24,2007 _"....., ... R€C�lRiilD BY L McKinley-� on a ru OF Ftp Atlantic Bonding Co., Inc. lit 1IIIlmom 11M11MR101Islimp 00Ill it11111 POWER 6F ATTORNEY Date: � `/ .C(( l hereby name and appoi t of Pn r�- to be my lawful attorney in fact to act for me aznd apply to the�� nC�Q - eC^A X� a Building Department for a 1 —QL 1clp 1'1 l r peiimit for work to be performed at a location described as: Section Township — Range Lot Block Subdivision( en �C� 1 � 3�E nc I no R -Address of Yob) M—. -Th - 1 iy Wirdib Rl"alae Di r (0,,vaer of Proptrty and Address) and to sign my name and do all things necessary to fis appointr ent;. Name of Cezfifted j bn actor and Gontractar's Q Siganture of C—ertified Cout=tor The foregoing mstumcat was acknowledged before me ins _ day of 20 by C-hpLcw. who is IUW WUV produced as ideutifacation and who did not take oaIh. State of Florida Sem Eric D. Huss �_°`- • °`; Commission #DDI87432 *. Q Expires: Feb 24, 2007 C.1lYfh'PFYIE'matcssceig�saaal�Piacs CoordisationiARastee e�omuo� �tcfi��omtyi�c . • • .. Q Bonded Thru pagc E oft . of F `�,� \ Atlantic Bonding Co., Inc. IVzW"q r�3�3 s DESIGN CRITERIA FOR *THACKER, WARREN/ROSA* SUNROOM 1) BASIC WIND SPEED: 140 MPH 2) WIND IMPORTANCE FACTOR: 1 3) WIND EXPOSURE CATEGORY: c 4) EXPOSURE CLASS: 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: +19 PSF, —37 PSF +21 PSF, —55 PSF +22 PSF, —62 PSF +37 PSF, —40 PSF +37 PSF, —40 PSF 0 0 W rl) CL 00 x W cD oLn Ln 0 0 DO \ Z d Q 007 � J � 00 O Q N \ J3: 1 O Q ¢ �- ao 1 r ~ = Z N Ld (o0 (� W OOn zuz m -qr Z rl N O OJpp U ofNU—J z 0 z w J a � U O N M w r 0 M \ = N CL c� z rn o 0 z w co 3 t/� z o q- O a o 0:: \ U Z Y Wof w x Q uj w w Of 0 O LLI Y m U m w Q Q = Q w o a z 00�o oLn Ln 0 0 o X11 X0000 x y 0 N N (o0 -ia_ 00^0 Q o= z L p O W ' Z O X O J 2 Q z 0 z w J a � U O N M w r 0 M \ = N CL c� z rn o 0 z w co 3 t/� z o q- O a o 0:: \ U Z Y Wof w x Q uj w w Of 0 O LLI Y m U m w Q Q = Q w o a A2 TOTAL WEIGHT OF TEMO PRODUCT: 1628.00 lbs. 00 ELEVA-El CDN S U-1 -i n r, LJ 0 OD Lli X 'o V) '14- CD N Ln -i C) < cj� 0 3: (2: rl) 't (D < _j 0 -1 < < I 0 r- Lli 0 a— = Z ;7, Ld c- 00 LLJ c> F- zk� 0 0 0 lk-- — cr- " (-) — -i A2 TOTAL WEIGHT OF TEMO PRODUCT: 1628.00 lbs. Ld z _j K 11 'o v) C) 0 C) C,4 , Q' CL -j co�D 0 O cm O O o U-) rn <0 z K LJ < oo I ro (!iu ( - z o 0 < v) (D 00 00 ry C14 N Of_j 0- (o Ld ALL TEMO STRUCTURES ARE oo 00 _j uj :2 DESIGNED IN ACCORDANCE< x -j < Ld Lu BUILDING CODE. I [If � 0 z Al , 0 A3 NOTE: ALL OPERATING GLAZING 0 0 LLJ rr CD 2-, -4- z: 0 x Y PRODUCTS SUPPLIED BY TEMO O -:3 m < SUNROOMS INCLUDE TEMPEREDuj < z 3: HPG -2000 GLASS THAT CONFORMS _j <j E- 04 (-) 0- Li A2 TOTAL WEIGHT OF TEMO PRODUCT: 1628.00 lbs. Ld z _j K 11 'o v) C) 0 C) C,4 , Q' CL -j O cm rn <0 z K LJ < a, (!iu ( - z o 0 < v) ry Ld ALL TEMO STRUCTURES ARE ry Q!� _j uj :2 DESIGNED IN ACCORDANCE< x WITH THE 2001 FLORIDA Ld Lu BUILDING CODE. I [If � , 0 NOTE: ALL OPERATING GLAZING Y PRODUCTS SUPPLIED BY TEMO SUNROOMS INCLUDE TEMPEREDuj < z 3: HPG -2000 GLASS THAT CONFORMS _j <j 2: I-- < WITHCHAPTER 24 OF THE CODE 0 LEGEND: $ LIGHT SWITCH ® LIGHT # RECEPTACLE a0» FAN 12'-0" I 9 z Al* 1 I A A I � FRAME COLOR: SANDSTONE FACIA/TRIM: SANDSTONE INTERIOR KP: SANDSTONE EXTERIOR KP: SANDSTONE SKIN TYPE: TEMKOR EXISTING HOME 20'-0" A NOTE: SUNROOM NOT TO BE USED AS A PERMANENT LIVING AREA FLOOR PLAN A3 12'-0" O DO O O O O Ln O � zo��� af �j3:0000 Q Lo V-) (D Z: Z W- ? O X O J S Q E -I (N U a- L� 1 Q 00 W M r. Q 0- 00 � w �x� Q o cQ Q a 00 I O < < 00 Ow r H= Z c V w zU wp� � �O O o__J ()o U w N U — J O DO O O O O Ln O � zo��� af �j3:0000 Q Lo V-) (D Z: Z W- ? O X O J S Q E -I (N U a- L� 1 II w J Q D M U V) W n U n C) O v U04 � � = d U_j N Z I` O m O D � Li m _Z Q Q 3 U) "t Z D O O Q V) U Z W Y w �' H LJQ NOTE: w x THE SIDE WALL ATTACHMENT 0 ct TO HOUSE IS A NON—LOAD 0 Y r BEARING CONNECTION. U m PROPERLY CAULK BOTH SIDES Ld Q 3 OF ALUMINUM EXTRUSION w AT THIS CONNECTION. 0 af< Q 2TES3 FIG. G L SEE ATTACHMENT DETAIL 'B' 2TES3 FIG. E o LLJ Q Z o) Q N Z O CMZ v) 0 m 00 N X NLc) Q N O 00 d - J I o Q QN_ ~ N W o~r- 0 o-, r U Off N US -D CLAD STRUCTURAL U Z TEMO ALUMINUM INSULATED ROOF PANELS o rn co O o o 0 C) 00 I I °N° EXISTING co Z o HOUSEa- coo 2TES4 J Lo Ln 7'— 8 —0 ' O = z z FIG. J oo a z w'Zpx O J 2 Q E- NU�Ii (2) _ #5 7„ REBAR z 1'-4" •� T 0 I PR IOPOSED CONCRETE SLAB w W/ PERIMETER FOOTING � a U 1'-4" w � � U \ M = a. c� N 9 S E �T 10N 9A °; z _ Zz 0 �Z 0 O �l t �O Q N ZY U W w Ld H x Q 3: �-- _ w O W LL y U } m w Q z ROOF PANELS: 3", 0.032, 2#, ROOF LOAD: 10 P.S.F. o ~ o METAL PREFLASH AND CAULK TOP & BOTTOM MOUNT W/ #8 X 1/2" @ 6" 0. C. SCREWS rml 1EVAfl R� EXISTING WALL HANGING RAIL MOUNTED WITH 1/4" X 3-1/2" SCREWS INTO EACH WALL STUD STAGGERED TOP & BOTTOM DETAIL 9 B 9 00 w O 00 CL 00 N X J O O0 Q Of n J a c Q <00 O F- =ZN W W p F- Z;k 0] -Z^ O O J U af N U J u z ,^ O m 0 00U) o °° 0000 y Q N N Of F- �-i�00co Q o= OOLLi O�--Z W -, Z0 X O J = Q [-i NUT Legal Description Lot 87, RAMBLEWOOD, according to the plat thereof, as recorded in Plat Book 23, Page(s) 7 and 8, of the Public Records of Seminole County, FL. Community number: 120294 Panel: 0045 Suffix: E F.LR.M. Date: 411711995 Flood Zone: X Date of field work: 121512003 Completion Date: 121812003 Certified to: Warren Thacker; Rosa Thacker; Southern Title and Abstract, Inc.; Commonwealth Land Title Insurance Company; Homecomings Financial Network, Inc., its' successors and/or assigns. Revised Certifications: 1/27/2004 CURVE TABLE RADIUSDELTA ARC TANGENT CHORD CHORD BEARING 138.68' 2422J9' 59.00 29.96' 58.56' 5.8X52'21 to-JOHN - Wood Fence x- Wire Fence f. Found Nail Property Comer Record Field Measured Clear CR Encroachment Centerline Concrete Property Line 1. Concrete Monument Z. Found Iron Rod Found Iron Pipe Right Of Way D Nail & Disk .. Drainage Easement Utility Easement Found Plat Asphalt l.U. ! Overhead Utilities Power Pole. Transformer SCALE: 1 " = 30' F? Cable Riser Water Meter Telephone Facilities Covered Area Bearing Reference Chord Radial Non Radial Air Conditioner Bench Mark Calculated Block Wall Central Angle/Delta Deed Book Description or Deed Drill Hole Drive way Easement Elevation Finished Floor Found Concrete Monument Found Parker -Kalov Nail Length Limited Access Easement WINDING RIDGE DRIVc- Manhole Not to Scale Official Records Official Records Book Permanent Control Point Permanent Reference Monument Page Pavement Plat Book Point of Beginning Point of Commencement Point on Line Point of Curvature Point of Reverse Curvature Point of Tangency Radius (Radial) Roof Overhang Easement Set Iron Rod & Cap Sidewalk Top of Bank Typical Witness Corner Existing Elevation Edge Of Water Property Address: 114 Winding Ridge Drive Sanford, FL 32773 Survey number: SL 27300 GENERAL NOTES L Legal description provided by others. 2. The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat. 3. Underground portions of footings, foundations or other improvements were not located. _ 4. Wall ties are to the face of the wall. 5. Only visible encroachments located. 6. No identification found on property comers unless noted. 7. Dimensions shown we plat and measured unless otherwise noted. 8. Elevations if shown are based upon N.G.VD. 1929 unless otherwise noted. 9. Adjoining lots are within the same block, unless otherwise noted. 10. This is an AS -BUILT SURVEY unless otherwise noted. 11. Not valid unless sealed with the signing surveyors embossed sea 12. Flood zone determinations are provided as a courtesy only, and a derived from the best sources available to the surveyor. This informatio d not be relied pon for flood insurance purposes, and may differ from infortnati provied by others. 13.L.B.7132 hereby certify that this survey is a true and c rrecn �re twi o s—ey pr pared under my direcrion. j ' , erdlotl Registered Lmd Surveyor No. 3411 Swerdloff & Long Surveying, Inc. 365 Waymont Court, Suite 109, Lake Mary, FL 32746 Voice 407.688.7631 Fax 407.688.7691 I ' F:\11x17\2TESCOVER SPECIFICATIO1 SUNROOMS AND PATIO COVERS PAGE NUMBER COVER SHEET 1 2 3 4 5 6 7 DESCRIPTION WITH WALL INDEX OF SHEETS FLOOR PLANS, ELEVATIONS and ROOF A 2" SUNROOM SYSTEM, PARTS, DETAILS an 2" SUNROOM PLAN, SECTIONS and DETAILS 2" SUNROOM DECK and SLAB ATTACHMENT 2" SUNROOM SYSTEM TABLES 2" SUNROOM TEMPERED GLASS WINDOW DETAILS 2" SUNROOM DOOR ASSEMBLY DETAILS PLANS REVIEWED CITY DE SANFORD OFFICE COPY �r O ,.ieCB=i<3� m o�n 0 u CJ N �m Lo ,AM • X CL V) to o m 0 Zm �O N z� U � m �o Q N CC) C, L0 N �I W 5.DAIS J,NE 14. 2004 ROBERT X WALZ, PE 20400 ROAD CUN TW, W UCEN /FE -00404M D NO.: 2TES C01hR SHEET � N Go I co z cc I in 6• & 12` TYP. MULLION SPACING Jtt IABLU) UW(;. ZIE55 SUNROOM END WALL ELEVATION V-6• MAX. % ! Z o o Z 6•&12' H �I TYP. 0 STANDARD BEARING OR NON-BEARING MULLION SPACING PER ROOF PANEL LAYOUT SEE TABLES DWG. 2TES5 SUNROOM END WALL ELEVATION F:\11x17\2TES1 SEE TABLES DWG. 2TES5 SUNROOM FRONT WALL.. rtIi— - I. STANDARD BEARING OR NON-BEARING MULLION SPACING PER ROOF PANEL LAYOUT SEE TABLES DWG. 2TES5 SUNROOM FRONT WALL ELEVATION EXISTING STRUCTURE EXISTING STRUCTURE X Q PANEL PROJECTION TYPICAL GABLE ROOF SUNROOM PLAN NOTE: ALL SECTIONS & DETAILS REFERENCED HERE ARE SHOWN ON SHEET 2TES3. "T"i TA !I i 100 H ROAD VTON ., 1I PE -0040 IG NO.: 2TES1 Z N Z CL a G o "T"i TA !I i 100 H ROAD VTON ., 1I PE -0040 IG NO.: 2TES1 2.00" STANDARD MALE (9533) 2.00" CORNER (2892) 60 2.00" KP ADAPTER (2768) 11 2.00" STANDARD FEMALE � (9536) l L J 2.00" BASE/WALL CAP � (44545) l � l LEFT JAMB (11777) 12 RAIN GUTTER (44215) t8 F: \11 x17\2TES2 2.00" "H" CHANNEL (9613) C3 J RIGHT JAMB (11 776)33 "C" FACIA (44218) 19 2.00" TRANSOM SILL (11129) 14 3.00" HANGING RAIL (5803) 20 2.00" SILL (10537) 10 TRANSOM HEADER (11128) 15 GENERAL NOTES & SPECIFCATIONS 1. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL SHOWN CN DRAWING NO. 2TES4 OR UNDER A CODE -APPROVED EXISTING ROOF, 2 DESIGN LOADS: SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2000 INTERNATIONAL BUILDING CODE AND THE 2000 INTERNATIONAL RESIDENTIAL CODE. 3. FASTENERS SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM. 4. ALL STRUCTURAL COMPONENTS OF THIS PATIO COVER SYSTEM (EXCEPT SOLID PANELS) ARE OF ALLOY R TEMPER 6063-T5 UNLESS SPECIFICALLY NOTED OTHERWISE, 5 ALL EXTERIOR PORTIONS OF THE SOLD WALL PANEL WHICH ARE SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED GLASS WITH A MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES WITH THE CODE 7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS, HEADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING IS NOT A PART OF THIS DESIGN OR APPROVAL 8. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS REQUIRED BY CODE 9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED PER CODE 10. EXPANSION ANCHORS SHALL BE 'Hun KWIK-BOLT II' ANCHORS, 'TRU-FAST ZAMAC NAIIN', TAPCON FASTENERS OR EQUIVALENT. THE 1/4"I ANCHORS SHALL HAVE A MINIMUM TENSION VALUE IN CONCRETE OF 565 POUNDS WOOD LAGS SHALL BE 1/4' BY 3' GALVANIZED LAG BOLTS 11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. 12 SWJABIES (A) AND (B) ON SHEET 2TES5 FOR DESIGN WIND LOADS. TRANSOM JAMB (11002) LB 4.25" HANGING RAIL (5859) 21 RACEWAY CAP (8291) 17 2.00" VERTICAL RACEWAY (8290) 22 0 0 N 0 M m NW DO o V o Ld � o m M Q M `a' n o N N m in UWE • X er � zN 3 � M O OF co I Z cop N 2 I 0D �o o w o I p< N V O N N N W O Q O \, t� Z TES2 2OF7 * Ad C:) W �- IA N >-- N p R V DATE JUNE 10. 2004 ROBERT WALZ, PE 20400 H ROAD CLINTON ..II TES2 2OF7 7! I a rrn O© Tir I 11T 0 0 roo�%a a rim I SMS L WINDOW JAMB PER FULL HEIGHT MICE Ro.a 10 L P �� STYP. FEMALE PERip122 PER 0 SOLD PANEL 0 SLIDING WINDOW O SOLID WALL I P NEL MALE / FEMALE MULLIONS FULL HEIGHO P R ® JAMB APTHERR�PEER20 LUBE PER 4 FULL HEIGHT FULL HEIGHT FULL HEIGHT FULL HEIGHT FEMALE PER p FEMALE PER O FEMALE PER ( �': 0 /a sMs o TDP, BOTTOM k 0 24' O.C. BETWEEN �B SMS O / FULL HEIGHT —� L FULL H o FULL HEIGHT T L FULL HEIGHT 62•o.C. TYP J/ FEMALE PER 02 O TUNE PFR �4 FEMALE PER 2Q TUBE PER - WINDOW JAMB PER ©® 622'O.C. TYP /B SMS 0 SOLID PANEL to.C. TYP O SLIDING WINDOW 0 FIXED GLAZINGO Sf1I l�f WALL PANEL FEMALE/SQ TUBE—WALL STUD/FEMALE MULLIONS l B J FULL HEIGHT i ! it r TUBE ,. 0 7• O TUBE a Q O' - - 1 .7i D.C. BETW T Illus. i �I�Ip �°o°o°ee• ►oe� �I eeilllie• ►i ®,®�®eeio• ►o� y I •fie®e�e�,I ►�� �e°i°i°i� ►i°i 7 it w HEIGHT 7 © PER © a' ENDOW PER 00 TRANSOM JAMB • a' ri7 - FULL HEIGHT K• ADAPTER PER ©.. SOLID PANEL MULLIONS0 SLIDING WINDOW 0 FIXED GLAANG 0 SDLID WALL PANEL Ills 0 FULL ' HEe 7• ' 7 rVERTICAL 62" D.C. Typ RACEWAY PER.y. D.C. FFEEMALLL E°PPEER (D DARD -jf' kFEMALE PUERTSTANDARD /12 SMS 0 6'O.G RESIDENCE OUTER ALUM. ROOF CLEAT #Bxt/Y LG. SMS 0 6'O.C. LAMINATED ROOF PANEL SEE NOTE #1 ►eAoiiei�eoii• ♦iiiiiiiiii♦ ♦iiiii eieieeiieiie♦ � �iiieiiiiiii4 Iiiiii♦ ►ielieiiPiiii� ,% ♦iiiiiiiiii♦ ♦iiiii• ♦iiieiiiii♦ ♦iieeiiiieeii• ♦♦iiiii♦♦i•��4 iii°i°i°i°i°j ►eiieiii•eiii♦ �iiieliiiil 1'i'iiiiii♦ i°i°o°i°i°i®�+®®i®i°iii 1 r r a �..1 ♦ i i i i. i i i♦ ♦iiiiiii • ♦eeieeie•eeii. � iiiiiiiioi► (iiiiiii♦ °i°iii°i°i®i°i'i®i°i°i' r. r• a 1 1 i°iiiiiii°i°i°i°iiia iiiii°i°iiiii°i� ►iiooiooi,'iiio iiiiiiiii♦ ��iiiiii• ♦ieiiiiie►iii4 111 +iiiiiiiiii'i•4 /iiiii♦ ►ieeiiiieiiii♦ iiiiiiiiiiii ♦iiiii ♦iieeiieeoiii4 � . �iiieiiiiiii4 .iiiii♦ ►iieieiiee�ii♦ ♦iiiiiiiiii♦ ♦iiiii ♦eeeiieiieeii4 I';�'-".. iiiiiiiiiiii♦ Iiiiiii ►eoiiieeetOeii ♦iiiiiiiii•• .. ♦iiiiiiiee►ei• �I� iiiiiiiiii► ilii• ►♦lice♦♦♦e°eie iiiiiiiiii iii♦ ►oi�i�°°ii.°.io�o.O• AO• �iiioiiiii► iiiii lam -RUNNNORN R., toll •1 1 r 'a' r1i 1• Y1I ,. .Ir . •1 vM •i' 1 ID -/1 a i /14 WOOD SCREWS OR TOGGLE BOLTS 0 16'O.C. EMNG RESIDENCE I :is a 03 I n o i N U 10 CONTINUOUS Q N x #8 SMS O TOP do BOTTOM In 18' MAX FULL HEIGHT 48'O.C. n PERO BETWEEN co SEE ©FOR POR110NS 0 M NOT SHOWN HERE SOLID WALL PANEL Z n 0 10 OR MALE PER 10 • � BEARING WALL SECTION lU) CONNECTION A HOUSE < o o a w o (V\/j m = N FULL HEIGHT MALE PER1�g h OR SOLID PANEL N ADAPTER PER60 FULL HEIGHT V) SMS T FULL HEIGHT VERTICAL 62' O.0 lYP m: Cl O RACEWAY PER 22 O h-- N �. J_ Z Lit Q N W .. Cn Q -FULL HEIGHT STANDARD- TANDARD FEMALE PER Q FEMALE #8 SMs s J �} �- FULL HEIGHT S.C. FULL HEIGHT D.S.S.— FULL HEIGHT TRANSOM FULL HEIGHT TRANSOM `-RACEWAY CAP PER ©v JAMB PER ® JAMB PER ® JAMB PER ® JAMB PER® FULL HEIGHT 200' —� RACEWAY CAP PER ® RACEWAY CAP PER © ADAPTER PER 1Q SOLID PANEL O SLIDING WINDOW O FIXED GLAZING O SO ID WALL i PAu FEMALE / RACEWAY / FEMALE MULLIONS l DJ F: \11 x17\2TES3 FULL HEIGHT CORNERS PER CORNER 111 SMS 0FEIAALE PER-/ JUNE 10 2004 O.C. TYP. O j=T+WALZ PE ROAD CLIITON. Y TES3 3OF7 #12x4" SMS W/3/4" O.D. ALUMINUM WASHER & NEOPRENE INSERT SPACED ® 6" O.C. W/#8 SMS ® 12"0.C. TOP & BOTTOM TO ROOF PANEL SEE 1® / 1'-6' MAX. OVERHAI BASE/WALL CAP SEE D TOP EXPANDER SHALL BEAR FIRMLY ON MULLION SECTION PRIOR TO INSTAL- LATION OF FASTENERS 1/4"0 EXPANSION ANCHORS FOR 140 MPH WIND SPEEDS LOCATE 1 -ANCHOR 3 1/2" EACH SIDE OF MULLION. SEE NOTE #10 BASE/WALL CAP SEE 0 SAME AS BEARING EXPANDER TO MULLION BASE/WALL CAP SPLICE TO BE 8" MINIMUM FROM VERTICAL MULLION EXIST. OR NEW CONCRETE - SLAB IN GOOD CONDITION F: \11 x17\2FLORIDAEXTERIORS4 41111 ° A . . a HEADER PER 9Q A THRU C SILL PER 10 Id PIERSFOOTINGS PER LOCAL CODE. 1-1/2* MIN. ®1 /4"0 ANCHORS BEARING WALL SECTION ON CONCRETE \n J m I a - Z 0 U w Of O J X M s !b N 1/4' X 3" LONG LAG BOLTS FOR 140 MPH WIND SPEEDS LOCATE 1 -ANCHOR 3 1/2' EACH SIDE OF MULLION. SEE NOTE 110 BASE/WALL CAP SEE(2) --- SAME AS BEARING EXPANDER TO MULLION BASE/WALL CAP SPLICE TO BE 8' MINIMUM FROM VERTICAL MULLION INSULATED STRUCTURAL DECK PANELS ING 2–#8 TEK SCREWS L EACH SIDE OF MULLION TEWW AF FOR 140 MPH WIND SPEEDS — 1/4' X 3" LONG LAG BOLTS FOR 140 MPH WIND SPEEDS LOCATE 1 -ANCHOR 3 1/2' EACH SIDE OF MULLION. SEE NOTE /10 BASE/WALL CAP SEE (2 SAME AS BEARING EXPANDER TO MULLION BASE/WALL CAP SPLICE BE 8' MINIMUM VERTICAL MULLION NEW WOOD - 1/4'4 EXPANSION ANCHORS FOR 140 MPH WIND SPEEDS LOCATE 1 -ANCHOR 3 1/2' EACH SIDE OF MULLION. SEE NOTE /10 BASE/WALL CAP SEE Q7 SAME AS BEARING EXPAND TO MULLION PIERS WITH TIE DOWNS PER LOCAL CODE PIERS NTH TIE DOWNS PER LOCAL CODE BASE/TOP CAP SPLICE TO BE 8' MINIMUM FROM VERTICAL MULLION LIMESTONE SILL ° c d ° MORTARED TO BLOCK WALL a BEARING WALL SECTION C3 ON LIMESTONE SILL M co ro o n o toN I 0 "" • x a a_ r CD to D) I O oN � N z I � o otoa o = N gU) to o ") N ROBERT WALZ 0400 2 H ROAD CLIN70N .. W TES4 4OF7 V1 J m C) V) W O N p Z N Q W � ~ Y 14 W V p Q ROBERT WALZ 0400 2 H ROAD CLIN70N .. W TES4 4OF7 TABLE "A": BEARING WALL MULLIONS MAXIMUM MULLION TYPE MULLION DET.QQ DET. OO SPACING MAXIMUM MULLION <HE,IGHT 20 PSF UPLIFT LOAD, 1.20 MPH WIND 36" C/C _- 46" C/C 8':-,3 - 9 56 1/2" C/C 8'-0 '-6" TABLE "C": MAXIMUM ROOPWI PANEL SPANS* DESIGN PANEL DESIGNATION LOAD T-3-2-32 T-4.25-2-32 20 PSF 36" C/C UPLIFT LOAD 10'-9" 46" C/C 120 15'-8" 18'-Q„ MPH WIND 10'-3" * MAXIMUM PANEL OVERHANG IS 1'-6" MINIMUM ROOF PANEL SLOPE IS 1/4 INCH PER FOOT F:\llxl7\2FL0RlDAEXTERl0RS5 TABLE "B": NON—BEARING WALL MULLIONS MAXIMUM MULLION TYPE MULLION SPACING DET.O 1 DET. MAXIMUM MULLION HEIGHT 120 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" DESI( TE N CRITERIA FOR FLORIDA �I.ORS OF SANFORD, FLORIDA 1) B OrIND SPEED: 120 MPH 2) WIND IMPORTANCE FACTOR: 1 i'WIND EXPOSURE CATEGORY: C 4) EXPOSURE CLA,4S: PARTIALLY ENCLOSED 5) INTERNAL PRESSURE" COEFFICIENT: 0.55 6) COMPONENTS WIND PRESSURES: ROOF ZONE 1: +1`9 PSF, -37 PSF ROOF ZONE 2: +21 PSF, -55 PSF ROOF ZONE 3: + 22 PSF, -62 PSF WALL ZONE 4: +37 PSF, -40 PSF WALL ZONE 5: +37 PSF, -40 PSF 0 o N M m N m w owo SII o TES5 5OF7 1 G LAS SG GLASS UNITS STRUCTURAL MULLION SPACING SSGHELEBE<°W STRUCTURAL MUONS SEE ENCLOSURE SCHm. STRUCTURAL MULLIONS SE ENCLOSURE H. p 04 P-7 MW m w N m li:z WINDOW HEADER PER �x WINDOW HEADER PER 13 B44, W p W > Q HOR¢ONTAL SASH AWE8 EXTERIOR SCREEN FRMS INSERTS. SEE PLASTIC GLIDE — N 1 M1DE O CONTINUOUS WEARER BRUSH ALL AROUND SASH FRAME < SMNDOW SCHEDULE CHEDULE BELOW FOR N h EACH SDE OF UPPER SASH RAN. s g /� 5115 TLit0UGF1 NFHIIGIL SASH INTO SCREW sk _ N�— CHASE w HORROIRAL SASH' f7 � CONTINUOUS WEATHER BRI1511 ALL AROUND SASH ETHANE O W trt/2" INSULATED awls UNIT 0 z VERTICALLY ADJUSTABLE < < W w HANDLES] /-TEMPERED.: 1/v TEMPERED MASS W k W ? pp In CONTINUOLJS PX GLAZING SFAIED SASH FRAME AROUND INP RIYEIER OF GLASS 7 QOWj mW IZW�J Z N ROLLER ASSEMBLY W/NAE z ROLLERS SEATED w LOWER Tal OF EACH SASH FRAME _ CONTINUOUS PNC MAZINO SEATED N SASH FRAME AROLRID PERIMETER Of awe — W r < F pT 3 X �3 BRUSH AT HEADER. AND IA ASSEMBLY�o1% y <a<aRAIL U0. �FRAME ZMTF)C'mm' cCLo EXTERIOR SCREEN MATERIAL. ABE] PER IBC cnoN ° coNRN� o�F I�Ns�xT 2406 ON of EXTERIOR SCREE, FRAME EXTERIOR SCREEN, H!BERIAL WINDOW SIL PER „ CONTINUOUS, WEARER BRUSH AT ►EAcor. SILL Aro am ..'�. < ads b us- WINDOw SIL PER 11 CD VERTICAL SASH PER 25 VERTICAL SASH PER 0 0, g GLAZING � �� SIDE VIEW S DE ffIE1N CO U N NOTCH VERTICAL SASH JHOMZONTAL MITRE VERTICAL SASH &S%!6 sus THROUGH v1ncAL T0 CENTER SCREW! /6 SUS THROUGH VERTICAL SASH INTO CENTER SCREW a i CHASE AT HORIZONTAL SASH CHASE AT HORIZONTAL SASH N 9 m CLEAR WIDTH -SEE scTlmuLe CLEAR WIDTH — SEE SCHEDULE O a� INSERT WIDTH -SEE SCHEDULE SCREEN INSERT WIDTH -- SEE SCHEDULE SCREEN r SASH PER 24 HORIZONTAL SASH PER 27 O 15 16 LOCK FO C25ze O O 1/8" SASH IG SASH TYPICAL SASH CONRNLgUS WEATHER BRUSH CONTINUOUS WEATHER BRUSH TO SASH CONNECTIONsuoESLIDE PCONnNL.XXJS CONTINUOUS WEATHER BRUSH WEATHER BRUSH E SLIDE „ 5`s" LATCH ' SLIDE 0 0 ASSEMBLED WINDOW ELEVATION : = I H SASH LATCH SPRNNG GENERAL REQUIREMENTS AND CONDITIONS $ m SASH LATCH SPRING N 1.TEMPERED SUB ECT TO HUMAN IMPACT COUF'UES WITH FERC SECTION 2406. TOP VI EW TOP VI EW 2 COMPLIES GLASS INSTALLED w AREAS WITH BASIC WIND SPS OF 120 MPH PLIES NTH SECTION 2405.3 OF THE 200E FRg LOA BUILDING CODE N J 3. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE � g Q 4. THE OPENINGS COMPLY VATH AAMA 101/I.S.2 AS REQUIRED BY SECTION C D W R613.3 OF THE INTERNATIONAL RESIDENTIAL CODE J 0 Li u INSERT REMOOAL• SLIDE INSERT TO AN OPEN POSITION AND LIFT UP WHILE PULLING THE BOTTOM ^ THE INSIDE OF THE ENCLOSURE LOWER THE INSERT WHILE CONTINUING TO PULL INWARD. '� A \. SCREEN R WN—'• LIFT ALL SCREEN LOOKS TO A HORIZONTAL POSITION. LIFTING ON THE LOWER LEFT AND / RIGHT LOCK LIFT UP AND PUSH THE SCREEN OUTWARD. PULL DOWN ON THE LOCKS M RE]gJE SCREEN FROM THE HEADER W US — W C> OO Z j C-4 y 0 F] U WINDOW SCHEDULE — TEMPERED GLASS DATE. GINE tO oD4 STRUCTURAL MULLION INSERT DIMENSIDNS MH INSERT 1 8 GLAZING ZE INSERT IG GLAZING GLASS GLASS DIMEN S SPACING MID x HEIGHT WIDTH x HEIGHT MOTH x HEIGHT ROBERT WALZ, PE 20100 H ROAD p IPANELYA 56.5' C/C 28.188' x 62' 26' x 60' 25' x 59' 225/ 39.5/ 53.5' 6 SC HORIZONTAL SC HANDLE SC INTERLOCK (7579) 24 (7 4L1 25 (9698) 26 IG HORIZONTAL IG RIGHT HANDLE (11882) 27 (11883) 28 IG LEFT HANDLE (11881) 29 IG INTERLOCK (11881) 30 CLINTON MI —Do4o15e 44.5' C/C 22 875' x Be 20.75' x 60' 19.75' 59' NO" x 18.51 33.251 41.5' 62' F:\llxl7\2FLORIDAEXMRIORSB 2 T E S 6 36' C/C 111625' x 62' 16.5'x60' 15 5' x 59' 16/ 26.5/ 33.5' 62' 1/8 - TRAP[ PER #8 SN TOP E JAMB DOOR DOOR 1/2" RUBBE RUBBE 1. G. S. RETICI RUBBE GASKE DOOR BASE SIDE CROSS SECTIO F: \11 x17\2FLORIDAEXTERIORS7 TOP CROSS SECTION j j EXPI nnFn VIEW 0 STRIKE f It Q � N tn m �—` W W O p N ::E W NI -- C) [� Z 5 CL - o:: J O FQ— � W ASSEMBLED DOOR GENERAL No REQUIREMENTS AND CONDITIONS DATE i. TEMPERED (LASS SUBJECT TO HUNAN IMPACT COMPLIES WITH FBC SECT] 2406. JUNE 10. 2004 RoeERr wALz PE 2 TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 120 20400 ROAD AND GREATER COMPLIES NTH SECTION 2404 OF THE 2001 FLORIDA CLINTON/W, MI BUILDING CODE aE-oo4onse 3. THE OPENINGS COMPLY WITH AAMA 101/1.52 AS REQUIRED BY SECTION D Na: R613.3 OF THE INTERNATIONAL RESIDENTIAL CODE 2 T E S 7 70F7 O� +0+++ ♦ ♦ + + + + ♦ + + f + r + f + t + + t f � + + t + a + r r + + t f t ♦ + f + + + + j j EXPI nnFn VIEW 0 STRIKE f It Q � N tn m �—` W W O p N ::E W NI -- C) [� Z 5 CL - o:: J O FQ— � W ASSEMBLED DOOR GENERAL No REQUIREMENTS AND CONDITIONS DATE i. TEMPERED (LASS SUBJECT TO HUNAN IMPACT COMPLIES WITH FBC SECT] 2406. JUNE 10. 2004 RoeERr wALz PE 2 TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 120 20400 ROAD AND GREATER COMPLIES NTH SECTION 2404 OF THE 2001 FLORIDA CLINTON/W, MI BUILDING CODE aE-oo4onse 3. THE OPENINGS COMPLY WITH AAMA 101/1.52 AS REQUIRED BY SECTION D Na: R613.3 OF THE INTERNATIONAL RESIDENTIAL CODE 2 T E S 7 70F7 FZ PL4NS REVIEWED CITY OF SANFORD A 04L.,tApy 04- 3aoa