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HomeMy WebLinkAbout107 Cedar Heights Ct (2)Permit # : Oto ` Cv CITY OF SANFORD PERMIT APPLICATION Date: RECEIVE® SEP 1 3 2005 Job Address: 10�:(- CEDAR 1-4—=1GN'rS, CT, SANNORD, fl— 327F::-1 Description of Work: S UN RCOO M F X-tEN S 106 Historic District: Zoning: " " Value of Work: $ —g So O. c�o 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: 3 Q)o Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 22 — 19 — 3O " 50 Z -0 0C)0 " O 2.00 (Attach Proof of Ownership & Legal Description) Owners Name & Address: MA i2 C A tR l TA $ I— l5 D r—L, GADO 191 CEMAR 14F-L&H-rS GT SJ4N F09Q, Fl_ 3 Phone: 40--Z - 321- 1$C0© Contractor Name & Address: _ FLOIR LDA EXTER l O GS, ( N C- IS G 5 PAS R K 0 Q 1 V E, 5A M FOt2 D, 32-'�3 State License Number: C I'ZC- O S g Oma Phone & Fax: 40-` " 32-2 35 4S �4�) 330 Contact Person: Phone: Bonding Company. 9 554 Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: 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 verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Ilate Signature of Contractor/Agent Date EkeC,_roC t'5-7v,n e.&:- 0—Lefr Print Owner/Agent' me Print Contractor/Agent's Name �gnNo ry-State ofFlori a Date Signa t rm—.a Date Eric D. Huss _' Eommission #DD187432 Owner/Agent is Personally Ifgow �� _Produced lD xpires: Feb 24, 2007 OF Fvoe'�� Bonded Thru lantic Bonding Co., Inc. APPLICATION APPROVED BY: Bldg: ` Zoning: Special Conditions: hrlc. Muss Commi's,ion #DD187432 Contractor/Agent is ersonall'1Cn �I1G&PireS,:1~eb 24, 2007 Produced ID P Bonded�Thru. '�,�;,F «o " Atlantic Bonding Co., Inc. Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Permit Number Parcel Identification Number2Z -.1g .30 .502..OooO.. r Prepared by: --,c, ry Return to: NOTICE OF COMMENCEMENT NARU—E MORN, CLERK IF CIRCUIT C�MT SENINULE Ulm BK 05899 PIS 0758. CL E fS * S :0 2005156730 RSCAINJED DSiISd 14:56.44 PH RECURDIN6 FEES 10.0 REWRDU BY t holden CERTIFIED COPY MAS Y.P=.NNE MORSE CI ,CUI? CO T S CO ' Y. F RIDA State of. F1,-.Ok VOA County of 5FN11 NOL.F_ SEP 12 200 The undersigned hereby gives notice that improvement(s) 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.O-T- 28 PRF--3Esz.vrF- A -r L.AV-9. NlCr-41:20E P8, 6-2- (mss 12 -IS 10'Z C F_ o^k N F_ I GI4TS CT. SA�I�i I 'UR p, Fl. 3 2 zj4 2. , General description of improvement(s) � CV iv 1z005rVl 141 O i-T'I prj ' 3. Owner information Name LV LS -(.t mAeGAenTA DEC. GAOOTelephone Number 46-4 _32l - j 1BG0 Address 10 -T GE p A Q t4E-I & VVTS CT Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than the owner shown above) Name Telephone Number Address Fax Number Contractor Name 1=L0 t VA M 1EERI OtZS, It%IC Telephone Number 4C4 - 322- _ 35 45 Address 2665 PA1eK ORIV1= Fax Number �( [� - 330 -9 5,51+ 6. Fc�D, 1--L 3 2.�� 3 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax N tuber 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(l)(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 ignature of Owner ote: per 713.13(1)(g), "owner must sign ... and no one else may be permitted to sign in his or her stead." L -u -u -Cl-tzclt�> Sworn to and subscribed before me this I_u_'L s L5, day of CA 20 O S by who is person llyknownto me OR produced l i Ce as identification. --} 1 Signature of Notary (notarial s Form Revised: 4/98 Eric D. Huss "0187432 a'p''expires. Feb24.2007 _�. 0 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pts/web/re web.seminole_ county title?PARCEL=221930502000002... 9/8/2005 Z.J DAVID JOHNSON. CFA, ASA # + PROPERTY.", p APPRAISER ECMINOLC COUNTY FL. 101 E. FIRS327 SANFORD, F'L 3277 r T- -1 4E.8 407-565-7506 ' r 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-0280 Number of Buildings: 1 Owner: DELGADO LUIS D & Depreciated Bldg Value: $121,056 Own/Addy: SANTIAGO MARGARITA Depreciated EXFT Value: $0 Mailing Address: 107 CEDAR HEIGHTS CT Land Value (Market): $29,500 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 107 CEDAR HEIGHTS CT SANFORD 32771 Just/Market Value: $150,556 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $142,646 Tax District: S3-SANFORD-WATERFRONT REDVDST Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $117,646 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax 2004 VALUE SUMMARY Tax Value(without SOH): $2,326 SALES 2004 Tax Bill Amount: $2,326 Deed Date Book Page Amount Vacllmp Qualified Save Our Homes (SOH) WARRANTY DEED 1012003 05074 0562 $176,600 Improved Yes Savings: $0 Find Comparable Sales within this Subdivision 2004 Taxable Value: $113,491 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 28 PRESERVE AT LAKE MONROE PB 62 PGS 12-15 LOT 0 0 1.000 29,500.00 $29,500 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 SINGLE 2003 6 1,934 2,379 1,934 CB/STUCCO $121,056 $122,279 FAMILY FINISH Appendage t Sqft OPEN PORCH FINISHED/ 25 Appendage 1 Sqft GARAGE FINISHED/ 420 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes- *** If you recent!y purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pts/web/re web.seminole_ county title?PARCEL=221930502000002... 9/8/2005 POWER OF ATTORNEY Date: 9.8.05. I hereby name and appoint E LEArr-40 R of r--LC21DA to be my lawful attorney in fact to act forme and apply to the C-17,/ D F Sr4 nt FORD Building Department for a N P -00M B U t LD 1 NG permit for work to be performed at a location described as: Section 2-2 Township i) Range 30 Lot 502- Block O= • © 7-e0 Subdivision PRESErZvE A—r L -AV -M Iv40NR0F 107:;t C.E DAA r2 4 E i &jjTS c►" SAN Fol D, (Address of Job) LUIS -1� MAQGGAQ1-'A DE(-aI4D (Owner of Property and Address) and fico sign my name and do all things necessary to this appoinVent. C RN FS -T C41=ply el?c 05Go7:TS Type or Print Name of Certified Contractor and Contractor's License Number Signature of Certified Contractor The foregoing instrument was acknowledged before me this by (E12NSST C4i7r212Y is personally known tpife/who produced as i nn and who did not take oath. State of Florida County of NoW,f Pufilie, OrQge County, Florida �em�i g day o Mt; Eric D. Huss Commission OD 187432 Expires: Feb 24, 2007 F`OP� Bonded Thru Atlantic Bonding Co., Inc. A A Seal PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 28, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1"=30' GRAPHIC SCALE 0 15 30 1O A= 44"20'54" R=50.00' L= 38.70' CB=N33°32'22"W C=37.74' LOT 29 WALK IS IOFF WALK IS I 0.2' OFF t /sT \ CERTIFIED TO AND FOR THE O EXCLUSIVE USE OF: / ^ \ COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY / CTX MORTGAGE COMPANY, LLC O/�\\ NOTE: 1, ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 9-22-03, UNLESS OTHERWISE SHOWN. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, .AREA OUTSIDE 100 YEAR, FLOOD PLANE, AMO ZONE AE, AREA WITHIN 700 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON "ARE BASED ON THE SOUTHERLY LINE OF LOT 28 (FIELD DATE:) 6-13-03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB N0. ASM39642 DRAWN BY: REVISED: FINAL 9-22-03 CKB FORMBOARD 06/23/03 SDO w. n� eP _ ASEMENT -5 -RpW o Q 1 ��i `^I 4 I 3 ,V � �'?1 It ? RADIAI LOT 27 LEGEND 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT 0 WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUT14 STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 QFND NAIL AND DISC . F °2 c^GZ I^r-P�c^ \a` 1� O 1� a ,r%.0n F w. n� eP _ ASEMENT -5 -RpW o Q 1 ��i `^I 4 I 3 ,V � �'?1 It ? RADIAI LOT 27 LEGEND 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT 0 WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUT14 STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 QFND NAIL AND DISC . F U \a` 1� O 1� LB p6393 (9/22/03) CNA 6 0 0 N L DENOTES ARC LENGTH w. n� eP _ ASEMENT -5 -RpW o Q 1 ��i `^I 4 I 3 ,V � �'?1 It ? RADIAI LOT 27 LEGEND 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT 0 WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUT14 STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 QFND NAIL AND DISC . F LB #68 (9-22/03) OSET 1/2" IRON ROD AND CAP LB p6393 (9/22/03) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. -DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF 114TERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OH OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE — — BUILDING SETBACK LINE — CENTERLINE — — RIGHT OF WAY LINE J4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/w SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR A/' . .�• _ THE DATE LEGEND: $ LIGHT SWITCH ® LIGHT RECEPTACLE aQn FAN 0 co W n I- J w 0 00 Q o x Lu �ulLn NLO o a0��� 00 o o� ai �w LLJ �O L' OO J-0000 U A B cr N.0 I EXISTING HOME �m FRAME COLOR:SANDSTONE FACIA/TRIM: SANDSTONE INTERIOR KP: SANDSTONE EXTERIOR KP: SANDSTONE SKIN TYPE: TEMKOR 20'-0" A NOTE: ENCLOSURE NOT TO BE USED AS A PERMANENT LIVING AREA FLOOR PLAN NOTE: THE SIDE WALL ATTACHMENT TO HOUSE IS A NON—LOAD BEARING CONNECTION. PROPERLY CAULK BOTH SIDES OF ALUMINUM EXTRUSION AT THIS CONNECTION. O Z F_1 C:) 0 O o o 00 I I 0 N N Of U1 J oo 00 < ~ v O o' -Z - z O X W O J = Q E-4 NUO_Li w z 0 z ~J of_j 0 U U N U H r u) =_ M \ v w o _= J 0: L rn Q 0 0 O 0 F- U L, Q Z 0 Q N U-) Y 0 z of Q N U ~ Z X Q w r � O 0 lJi Q m 0 z LL) 3 w � < 0 0 u, N D 0 ( I I wI 0 cn a 0 ( p pp� I 0 15_0„ Eo Q 15'-0„ Al ) I A �� a - I 3 0 I 0 I 3 SEEM® 3 X11 44.5t WNDOW 44.4' WINDOW 44. " WINDOW 44.5" WINDOW 44.5" 4NDOW �m FRAME COLOR:SANDSTONE FACIA/TRIM: SANDSTONE INTERIOR KP: SANDSTONE EXTERIOR KP: SANDSTONE SKIN TYPE: TEMKOR 20'-0" A NOTE: ENCLOSURE NOT TO BE USED AS A PERMANENT LIVING AREA FLOOR PLAN NOTE: THE SIDE WALL ATTACHMENT TO HOUSE IS A NON—LOAD BEARING CONNECTION. PROPERLY CAULK BOTH SIDES OF ALUMINUM EXTRUSION AT THIS CONNECTION. O Z F_1 C:) 0 O o o 00 I I 0 N N Of U1 J oo 00 < ~ v O o' -Z - z O X W O J = Q E-4 NUO_Li w z 0 z ~J of_j 0 U U N U H r u) =_ M \ v w o _= J 0: L rn Q 0 0 O 0 F- U L, Q Z 0 Q N U-) Y 0 z of Q N U ~ Z X Q w r � O 0 lJi Q m 0 z LL) 3 w � < 0 0 INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING NOTICE: THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. v i i RELEASE APPROVED BY ------ 00 Y---_ _O0 U WALL Cn CUSTOMER: FLORIDA EXTERIORS ST"° z STU JOB NAME: DELGADO cn �. 2" WALLS L WALL 15'-0" P Al OfLLS 1lV 11 J of a Z ROOF PI~— 2 ]4 4. 53. N 44.5 3 N 44.5 3 1/8 20'-0" WAL STu 15,-0 , 1 „ M WW WAL a STU ROOF PITCH �l o0 3� 44.5 44.5 [ M 3 1/8 NOT TO SCALE 05W11309 09/07/05 FLOR-EXT DETAILED BY: RYAN CZARNIK 0 W J Q W UL 58SL ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORTER 5262-P ICC LEGACY REPORT NER-567 FLORIDA PRODUCT APPROVAL 3857 FLORIDA PRODUCT APPROVAL 3521 DESIGN CRITERIA FOR *DELGADO* SUNROOM 1) BASIC WIND SPEED: 130 MPH 2) WIND IMPORTANCE FACTOR: 1 3) WIND EXPOSURE CATEGORY: B 4) EXPOSURE CLASS: PARTIALLY ENCLOSED 5) INTERNAL PRESSURE COEFFICIENT: 0.55 6) COMPONENTS AND CLADDING PRESSURES: 0 ZONE: 00 +10.6 J —28.6 PSF ~ o 000 Q co " � Ln 00 � � Ja. 00 O O +10.6 PSF, 0 \ C) _j1 Q ~ c I )Ai� ROOF = Z N 3: 16 O p C:) O Q CL zuz Z (n0 o oO J0 U J K) N U v J 6 ri 00 0 o0Ln ro 1 1 x X0000 O N N ��Q-(Dw U1 J Ln Lr)Z O O LdZ W'tz0X O J 2 Q [—NUdL� ROOF ZONE: 1: +10.6 PSF, —28.6 PSF ~ o J ROOF ZONE: 2: +10.6 PSF, —38.4 PSFto n ROOF ZONE: 3: +10.6 PSF, —46.2 PSF a ( N0 =_j cq clq WALL ZONE: 4: +27.2 PSF, —29.8 PSF o0 0 WALL ZONE: 5: +27.2 PSF, —34.3 PSF �_ "Zr, Z Q 0 � N Ln 0crY Z Q F XZ W N U Q i 0 0 0 o r } in Q w Of Li 0 0 0 ELEVATIONS SHOWN WITH FACTORY GLASS TRANSOMS � 0 r Wd 00 � co ul 1O 0 (o O Q X 00 cl: Q O Q Q QO O _ I � O F = Z N W Z 00 LLJ O w p0 00 .- 000 N 0� ON U J v. U z O rn ao ; o O otn 00 00O00 I I Z Q :2 N N ckf -- -1 3: 00 oo Al A C) Q ~ vLn v O = Z p Z Z O W O J S Q [� NUdL- w /i z ~ J Q // V7 F- n 'n _ � o GJ .. o _ = J Q O • // // // // // O Lj U 00 Q O N O :r .. .. r. .. ,.n. - r O Y Z ALL TEMO STRUCTURES ARE N DESIGNED IN ACCORDANCEx 02 WITH THE 2001 FLORIDA a BUILDING CODE. o O Of NOTE: ALL OPERATING GLAZING -j Q m PRODUCTS SUPPLIED BY TEMO d� O SUNROOMS INCLUDE TEMPERED w J HPG -2000 GLASS THAT CONFORMS TOTAL WEIGHT OF TEMO PRODUCT: 2084.00 lbs. w o WITH CHAPTER 24 OF THE CODE o 0 ,c: D 00 w n r LEGEND: a CL co N $ LIGHT SWITCH cwi) Ln N ,`n° �a0 ®LIGHT 00 # RECEPTACLE a o � I a Q Q � 00 LJO E- =zN a Q� FAN Z c� Z w o0�� � m a- O o o_j 0 U A B � N. U �. EXISTING HOME U N z 0 to 0D - O N o6Lro ItIn o 0 Z I �� 0404 z O N N Z vl 00 00 3 Y I to Lo Q 15'-0" Q D 15'-0" o o � I ( ( 3 I LLJ 'o�-z v; d- z Oo X A0 v A E"'�cJ>a� I ( I I z I 0_ 0 3 z I I I I I Z O Lo Z �I Q o U N 44.5 WINDOW 44. WINDOW 44. WINDOW 44.5" WINDOW 44.5" NDOW F- n ,n = rn U'N o \ _ _ w r) = J O \ d m L O O 0 O 20'-0" r) Q � o< 2 O Y Z Of Q N U FRAME COLOR:SANDSTONE X z a FACIA/TRIM: SANDSTONE NOTE: ENCLOSURE NOT TO BE USED NOTE: w } INTERIOR KP: SANDSTONE AS A PERMANENT LIVING AREAo THE SIDE WALL ATTACHMENT TO HOUSE IS A NON -LOAD i O Q EXTERIOR KP: SANDSTONE BEARING CONNECTION. m SKIN TYPE: TEMKOR FLOOR PLAN PROPERLY CAULK BOTH SIDES w w OF ALUMINUM EXTRUSION w p AT THIS CONNECTION. 0 O 00 W � � Q CL 00 � W X �p 00 Q cD 0 \ M '. J d 00 0 Q O J 3 1 0 e \ Q Q F- 40 I cl(7) H= Z N W CL zO W 00� 4t _ Z SEE ATTACHMENT DETAIL 'B' Of N 0 � 2TES4 TEMO ALUMINUM CLAD STRUCTURAL INSULATED ROOF PANELS DET. I Z 00 O 0 0 Ln p co I I � co00 Of J x0000 U] Lf) Ln 9'-10 1/4" EXISTING p' 0 0 z HOUSE W o -i Oz Q 2TES4 (~ cv 0 0- L FIG. J 8'-0 1/4" w z 0 2" z t- w GRAD _ o N _ = n o ZEXISTING CONCRETE SLAB = = J o a rn a o 0 SECTION 'A' r O Q 0 � Y 0 Z N N U W } cr xO USE STAINLESS STEEL or TRIPLE DIPPED o Q m GALVANIZED FASTENERS INTO ACQ LUMBER 0a ROOF PANELS: 3", 0.032, 2#, ROOF LOAD: 10 P.S.F. o 0 METAL PREFLASH AND CAULK TOP & BOTTOM MOUNT W/ #8 X 1/2" SCREWS @ 6" 0. C. TEM 0 R QO.F�. HANGING RAIL MOUNTED WITH 1/4" X 3-1/2" SCREWS INTO EACH WALL STUD STAGGERED TOP & BOTTOM Filliff mll � I EXISTING WALL USE STAINLESS STEEL or TRIPLE DIPPED GALVANIZED FASTENERS INTO ACQ LUMBER 000 J W O 00 CL 00 C,4 X tD Ln \_ P4 U7 tD Q O M O --1 d 00 Q �QO \ � 1 O LOZO o ~ = N d 0 c� z O mw z o z � O o J 0 V w N 0— J �., o rn ,0�a O oLn p X11 0000 y 0 N N /-� coo J � 1000 Q ~ �� O bi 0 � z q- z O X W O J = Q E1 NUQ- L� F- I J 0 U O N U SUNROOM PAGE NUMBER COVER SHEET 1 2 3 4 5 6 7 \\temocaa\e-root\ttxi7\2TESCOVER AND4 P ALL MULLIONS DESCRrlPTION INDE//X for SHEETS t r i F Lm� �6 R PL,,,AN S°; �`ELEVATO11 l t`Pt A.-.N,S INS an}d ROOFr P 2 :.'" S f p3 N/ R00M (SYSTEM y\PARTS DET`ArILSf' and N 2 SU'NROG N, SECTIONS and D fr" IfA1LS� r 2 SUNR00M DECK and SLAB ATTACH'MEN/T ,iD YSTEM; TABLES f! 2 SUNROOM S�=� � 2" SUNROOM TEVP=EREsD GLASS WINDOW DETA 2" SUNROOM DOOR ASSEMBLY DETAILS 0 a o N 0 M m W W N m L� Li — W � V W O � n IL O O O 03 s V5 <aa�a m a 3 usvs n o n % n u 0 N U 1 co v.n o ,X IL m to oco 0~nc" Z O N UZ n co 00 2 < �` < o a .f O � (v�/, = N m o N W W 2 N ELS W C) V "T A. WALZ, K 100 HALL ROAD NmTMP..W DMOPE-00404W & N0: 2TES covvl:HR %m z ROOF ROOF PANEL SEE TABLES DWG. SUNROOM END WALL ELEVATION PROJFCTION STANDARD BEARING OR NON-BEARING MULLION SPACING PER ROOF PANEL LAYOUT SEE TABLES DWG. 2TES5 SUNROOM END WALL ELEVATION NOTE: ALL SECTIONS & DETAILS REFERENCED HERE ARE SHOWN ON SHEET 2TES3. \\temocad\e-root\11 x17\2TES1 MULLION SPACING PER ROOF PANEL LAYOUT SEE TABLES DWG. 2TES5 SUNROOM FRONT WALL ELEVATION EXISTING STRUCTURE G G �o G X Q O p W e to Z co PANEL � C -D M zCD � oz O Fm w O N 0 QQ /DOOR` 3 O x.6=10 a % Q1 fn N MULLION SPACING PER ROOF PANEL LAYOUT SEE TABLES DWG. 2TES5 SUNROOM FRONT WALL ELEVATION EXISTING STRUCTURE 6" & 12" a VARY TO SUIT rn' 0 i� TYPICAL STUDIO ROOF SUNROOM PLAN G G G z Co OPTIONAL # t7 J/, DOOR DOOR 3-0 x 6-10 n. O a OPTIONAL L L. O w O N 6" & 12" a VARY TO SUIT rn' 0 i� TYPICAL STUDIO ROOF SUNROOM PLAN 0 M TYPICAL GABLE ROOF SU'NROOM PLAN IL CL eg a � i z > Y N U U U 999 is <m < d a<a�a L> Li C0 M O M u�+ O r ; ! V N = 1 U Do toX Q N ® �mwn ! z ro N n Z Un m 1 < o o 0 O rmM Q 2 O to O N N 4 N Z Z Z O a o > LA_ J J O 4- W d1LY 05, 2005 KMT A. WALZ• I MM HALL ROAD IMTON M, M 1CW4PE-0040, M. N0.: 2TES1 G G # t7 J/, OPTIONAL w DOOR N /DOOR` 3 O x.6=10 a 0 M TYPICAL GABLE ROOF SU'NROOM PLAN IL CL eg a � i z > Y N U U U 999 is <m < d a<a�a L> Li C0 M O M u�+ O r ; ! V N = 1 U Do toX Q N ® �mwn ! z ro N n Z Un m 1 < o o 0 O rmM Q 2 O to O N N 4 N Z Z Z O a o > LA_ J J O 4- W d1LY 05, 2005 KMT A. WALZ• I MM HALL ROAD IMTON M, M 1CW4PE-0040, M. N0.: 2TES1 ME 0 2.00" STANDARD MALE 2.00" STANDARD FEMALE 2.00" "H",CHANNEL w` 2" WALL STUD 2" 45' ADAPTER (13109) (9536) 2f 3 (9,fiv13) (48161) l 4 J (5907) 5 3 j 2.00" CORNER (2892) 2.00" KP ADAPTER (2768) 11 2.00" BASE/WALL CAP � (47954) l � J LEFT JAMB RIGHT JAMB (11777) 12 (11776) RAIN GUTTER (44215) 18 x17\2FLORIDAEXTERIOR2 "C" FACIA (44218) 19 SILL 3.00" HANGING RAIL (5803) 20 's t f 2.1p0" =SILL; , A10537f'� a 0 f 4.25" HANGING RAIL (5859) 21 GENERAL NOTES & SPECIFCATIONS 1. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL SHOWN ON DRAWING NO. 2TES4 OR UNDER A CODE -APPROVED EXISTING ROOF. 2. DESIGN FLORIDA LOADS -BUILDING SEE TABLES CODE FOR DESIGN LOADS AS SPECIFIED PER THE 2001 3. FASTENERS SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, LNC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM. 4. ALL STRUCTURAL COMPONENTS OF THIS PATIO COVER SYSTEM (EXCEPT SOLID PANELS) ARE OF ALLOY & TEMPER 6063-T5 UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUBJECT TD WATER INTRUSION SHALL BE FULLY CAULKED. 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED Lo o N M = W N m W p U > a GLASS " 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 a RESIDENCE THE ADEQUACY OF THE DOS71NG WALL SUPPORT STRUCTURE (STUDS, N HEADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR ,^ n i THE ATTACHMENT OF THE RIDGE BEAM, THE ADEQUACY OF THE EXISTING FRAMING El! g =3 IS NOT A PART OF THIS DESIGN OR APPROVAL & THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS REQUIRED BY THE 2001 FLORIDA BUILDING CODE 9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED > PER CODE 10. EXPAN90N ANCHORS SHALL BE 'HILR KWIK-BOLT IC ANCHORS, 'TRU-FAST ZAMAC NAIUN', TAPCON FASTENERS OR EQUIVALENT. THE 1/4'0 ANCHORS SHALL HAVE `a A MINIMUM TENSION VALUE IN CONCRETE OF 565 POUNDS WOOD LAGS SHALL BE 1/4' BY 3' GALVANIZED LAG BOLTS 11. ALL EASRNG WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. 12 SEE TABLES (A) AND (B) ON SHEET 2TES5 FOR DESIGN WIND LOADS = is 8 > 3 m � a 2" WALL LOCK (48125) 23 RACEWAY CAP (8291) 17 2.00" VERTICAL RACEWAY (k9o) 22 Go QM �+ o uN(QQZZ� 1 _ U_ I i in �.�. in a N E- f0 O N 0C14 Z n U n m 0 0 0 a 1 to Q N O tC N O N f/l N L� O[— � � Z Jd N N W J O N FQ— CV N p Jll1LY M 2005 ROBERT A. WALZ PE 20400 HALL ROAD CLINTON TWP., W UCENSEjPE- 2TES2 1 FULL HEIGHT OO TRANSOM JAMB FULL HEIGHT MALE & FEMALE PER 1 PER ® FEMALE PER 1�(2 /8 SMS O TOP, BOTTOM k 0 24' 16 z 1-1/4' O.C. BETWEEN SMS 0 HEADER AND SILL WALL LDCK PER 0 HEADER AND SILL rr Ll WINDOW JAMB PER ®® 't PANEL ADAFIOR j4 ^ 90LJD PANEL 0 SLIDING WINDOW O Flip GLA71NG� O I O SOLID `WALL'PANEL FULL HEIGHT . STUD PER(D FULL HEIGHT FEMALE PER 02 sc 1EADER SMS O HEADER � `--' AND SILL FULL HEIGHT MALE h FEMALE PER 10 Q FULL HEIGHT J � FULL HEIGN FULL HEIGHT FEMALE PER (D, STUD PER �4 FEMALE PER WINDOW JAMB PER ®® /' O SLIDING WINDOW O FIXED TRANSOM JAMB PER FULL HEIGHT FULL HEIGHT MALE PER Q MALE PER p fB SMS o TOP, BOTTOM & 0 24' O.C. BETWEEN � rt-ri GLAZING �f ` ESQ TUBE -WALL STUD/FEMALE MUWONS >j , SMS O FULL HEIGHT VERTCAL O.C. TYP RACEWAY PER /8 SMS O TOP, BOTTOM M[ O 24' O.C. BETWEEN -, PER FULL HEIGHT VERTICAL 1 SMS O FULL HEIGHT VERTICAL62' D.C.TYP /-FULL .G CONTINUOUS HANGING RAIL -:PER ®OR RACEWAY PER For// j 2-/14 WOOD LAG SCREWS 0 24' O.G TO PENETRATE SOUD WOOD 1 3/4' MINIMUM Iwo •' 7! 1 •,1 � _ 7! 1..1 �� ����':: _I I� !!'►"#'��'O FULL �►�������� aHEIGHT c GHT D.S.S. HEIGHT SMV FULL ar •�tT •JAMB o RACEWAY PER If/ • 7• ILS B • 7• 1� B • 7• B • aRACEWAY CAP PER RICEWAY CAP PER ADAPTER PER (2) R FULL HEIGHT 11 SOUD PANELA SLIDING WINDOW i.al r,FEMALE RACEWAY / FEMALE 7, MUWONS O 112 SMS O 6'0 OUTER ALUM. ROOF CLEAT LoO O N 0 IL ei J8sc1/2' I.G. j m SMS 0 6'O.G L� � — w LAMINATED ROOF 1:L - PANEL SEE NOTE /1 p U INIn r r r Cz U U U d d =gib a � CL Hymn r � G7 8=<a � vvss b 13 v vs n o rs Ca9 N U I Lo x L #asMSO °' TOP k BOTTOM y m h 48'O.C. �} m BETWEENo I Z N f 1 Z s` Z r I Q O o < co S O IC Qco N O N ME Z O Co N J_ Z Lu Q N W N O O LANEC-4 Q- A JULY 05. 2005 ROBERT A. WALZ. PE 20M HALL ROAD CUI m TMP., MI UCENSE/PE-oo4o4se DWG NO.: LkhED ON 1 AND 5 2TES3 3 OF 7 INNER VINYL ROOF CLEAT ROOF PANEL SPLICE l t J j14 WOOD SCREWS OR TOGGLE BOLTS e va•n c FULL HEIGHT CORNER) � PER CORNER lnJ #12x4" SMS W/3/4" O.D. ALUMINUM WASHE & NEOPRENE -INSERT SPACED 0 6" O.C. CONTINUOUS PANEL GUTTER F l W/#8 SMS 0 12"O.C. TOP & BOTTOM TO ROOF PANEL =' _'• ; / SEE 1® f BASE/WALL CAP SEE TOP EXPANDER SHALL BEAR FIRMLY ON MULLION SECTION PRIOR TO INSTAL— LATION OF FASTENERS 1/4"0 EXPANSION ANCHORS FOR 130 MPH WIND SPEEDS LOCATE 1—ANCHOR OR TAPCON3 1/2' EACH SIDE OF MULLION AND AT 16" ON CENTER BETWEEN EACH MULLION. BASE/WALL CAP SEE Q7 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 \\temocod\e-root\11x17\2FLORIDAEXTERIORS4 U PER 10 d H <.,d.. A PIERSFOOTINGS PER LOCAL CODE. 1-1/2" MIN. 0 1/4"0 ANCHORS 1/4' X 3' LONG LAG BOLTS FOR 130 MPH WIND SPEEDS LOCATE 1 -ANCHOR OR TAPCON 3 1/2' EACH SIDE OF MULLION. SEE NOTE /10 BEARING WALL SECTION ON CONCRETE 2 1-1 LJ w En BASE/WALL CAP SEE(2) SAME AS BEARING EXPANDER TO MULLION BASE/WALL CAP SPLICE TO BE B' MINIMUM FROM VERTICAL MULLION INSULATED STRUCTURAL — DECK PANELS ALUM. FLASHING BEARING WALL SECTION ON �J l TEMO NER APPROVED DECK PANELS 1/4' X 3' LONG LAG BOLTS �OR 130 MPH WIND SPEEDS / IOCATE 1 -ANCHOR OR TAPCON 3 1/2' EACH TION PIERS WITH TIE DOWNS PER LOCAL CODE Ex Ln 0 0 Cl < N M m 0_ -.D w -.D m � w o U o w a N f� a�7z < 4 < 13L3u oz� m 3 is iye�<_—co< M co o n j� fin_ V I N U I �m 40 Lo • X a Lc �to co o M o F I Zm O N U00 <o o � to � o N Lo �Lo 0 N J m W O N O Q W N � Y = N V U W Q o Q �IIAD UCENSE:tpECLINTON TWP., MI DWG NO- 2TES4 2—#8 TEK SCREWS EACH SIDE OF MULLION AT TOP AND BOTTOM FOR 130 MPH WIND SPEEDS c/ 1N Fw, BEARING WALL SECTION ON CONCRETE 2 1-1 LJ w En BASE/WALL CAP SEE(2) SAME AS BEARING EXPANDER TO MULLION BASE/WALL CAP SPLICE TO BE B' MINIMUM FROM VERTICAL MULLION INSULATED STRUCTURAL — DECK PANELS ALUM. FLASHING BEARING WALL SECTION ON �J l TEMO NER APPROVED DECK PANELS 1/4' X 3' LONG LAG BOLTS �OR 130 MPH WIND SPEEDS / IOCATE 1 -ANCHOR OR TAPCON 3 1/2' EACH TION PIERS WITH TIE DOWNS PER LOCAL CODE Ex Ln 0 0 Cl < N M m 0_ -.D w -.D m � w o U o w a N f� a�7z < 4 < 13L3u oz� m 3 is iye�<_—co< M co o n j� fin_ V I N U I �m 40 Lo • X a Lc �to co o M o F I Zm O N U00 <o o � to � o N Lo �Lo 0 N J m W O N O Q W N � Y = N V U W Q o Q �IIAD UCENSE:tpECLINTON TWP., MI DWG NO- 2TES4 TABLE "A": BEARING WALL MULLIONS MAXIMUM MULLION MULLION TYPE DET. QQ 1DET. SPACING MAXIMUM MULLION HEIGHT 20 PSF UPLIFT LOAD, 130/%'MPH WIND 46" C/C 80-3)f" 36" C/C 56 1/2" C C;„ 10'-9" g) TABLE " C y'N�IU-M �04 '_"..'m'AX-; PANEL SPfAgN S* ( / DESIGN PANEL DESI"ti'-� G �'6i �� N z LOAD_ ,A`T10 MAXIMUM MULLION HEIGHT T— 4.25' jyj2 32-:v 36" C/C 10'-3" 10'-9" 46" C/C 20 PSF 10'-6" 56 1/2"_ C/C UPLIFT LOAD�:a lot -311 15'— 8 it 130 hf MPH WIND, TABLE "B": NON—BEARING WALL MULLIONS MAXIMUM MULLION TYPE MULLION DET. QQ DET. SPACING 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" lot -311 { � MAXIMUM PANEL OVERHANG IS 1'-6"t.,,� ,73 Yi°j` MINIMUM ROOF PANEL SLOPE IS 1/2 INCH PER FOOT ff \\temocad\e—root\11x17\2FLORIDAEXTERIORS5 �,N,� CRITERIA FOR FLORIDA R'1`} RS., OF SANFORD, FLORIDA 1);`'B,ASICjp'W`1N'�;PEED: 130 MPH IM,`ORTAN,J'�IE FACTOR: 1 'WIN=D E:XPOS.U: REs: LATE ORY: B r ,. )t °EjX'POSU RE CFLASS: T'4RTIALLY ENCLOSED 5) ,INTERNAsE �fF'RES�zS,a-RE `COEFFICIENT: 0.55 6) 66MVP NEN,TS wWrNµD Pf/"RE;SS,URES: :; ROOF ZONE 1: g ;1+10 6 P,SF, 4� Z8.6 PSF .� �,„ {fir ROOF ZONE 2 ti,fY +10 6PSF,�",,38.4 PSF ROOF ZONE 3: +`10:6_ _PSF;' -46.2 PSF WALL ZONE 4: +27 2 _PSF, 129.8 PSF WALL ZONE 5: +27.2 PS-;-",/ 4.3 PSF 0 0 o N 1-7 m Of =) uJ Nm �W ow 00 a a a<�PSS 8m 3 J us i5 is co u�g In I <co UN of Go r • x a h m co o zm o� j o U O ORo I <co m N O pOD JJLY O5. 2005 MMT A WALZ PE '.MDO HALL ROAD Ufm TWP., W 2TES5 MUW0NS 1 /8" GLASS IG GLASS UNITS �-� WINDOW HEADER PER t3 HORMIGAL SASH 24 PLASM GLIDE - t GLIDE ON EACH SIDE OF UPPER SASH RAIL %6 9E THROM vERRG1L SASH MIO SCREW CHASE IN HOWMAL SASH CONTINUOUS WEATHER BRASH ALL AROUND SASH FRAME 1/8' TEMPERED GLASS— CON INIIDUS PVC GLAZING — SEATED N SASH FRAME AROUND PERNEIER OF GLASS ROLER ASSEMBLY W/GLIDE - 2 ROLLERS SEATED N LOWER RAIL OF EACH SASH FRAME CONTINUOUS WEATHER BRUSH AT HEADFTt, SILL AND JAM EXTERIOR SCREEN MATERIAL- D(ERIOR SCREEN FRAME "NOW SIL PER 11 1 SIDE VIEW MKIL-4 Q CONTINUOUS WEATHER BRUSH NE SLIDE SASH LATCH SPRINC— TOP VIEW Li aLEI SC HORIZONTAL SC HANDLE SC INTERLOCK ^ (7579) 24 (7581) 25 (9698) 26 \\temocad\e—root\11x17\2FLORIDAEXTERIORS6 m WINDOW HEADER PER t7 IE- BRUS ME EXTERIOR SCREEN AT Ii HEADER.�SILL WINDOW s . SI CONUNLKM WEATHER SASH LATCH SCHEDULE SCREEN 1n SWI LATCH SPRING TOP VIEW,," L L LJ IG HORIZONTAL IG RIGHT HANDLE IG LEFT HANDLE IG INTERLOCK (11882) 27 (i ism) 28 (11881) 29 (11887) 30 011 "c—IDENTIFICATION LABEL PER OTC SECTION 2406 ON EACH PANE OF GLASS SASH PER 25 GLAZING --% C) STRUCTURAL MULLIONS C) SEE ENCLOSURE SCHED, a N p M of W N DO � w p U W In WINDOW INSERTS. SEE SCHEDULE BELOW FOR DIMENSIONS a ttpp JJ 1J0 N N 1n 6 6 VERTICALLY ADJUSTABLE HANDLES S 8 a a `ts2�a m � a AL EACH CD—MER OF INSERT ICAL SASH PER 28 O El usaaEa vs DD O 0 MITRE VERTICAL SASH a g (JJ k • r6 SMS"THROUGH;VERnm #6 SMS THROUGH VERTICAL Q IH INTO,CENTERj SCREW SASH INTO CENTER SCREW —CH AT SASH CHASE AT HORIZONTAL SASH a ` co o ,~ HORIZON✓SASH PER�24ti r� HORIZONTAL SASH PER 27 fr• • \�1 %8" SASH"` f IG SASH 1 f�1 0 TYPICAL SASH 0 � f%.TOSA�SH `C'ONNECTION ® z / zSSEMBLEDIWINDOW ELEVATION a tlf �GENERALkEO`QIRWENTS, AND CONDITIONS - ' 1 'TEMPERED GLA88 SUBJECT TO NUMAN IMPACT COMPLIES WITH CHAPTER 24 OF THE 2001 FLORIDA BUILDING CODE it c 11 1 it ti 0 ti I 2 iElAP RED GLASS INSTALLED IN'A\REAS WITH)BAS� WIND SPEEDS OF 140 MPH = a COMPLIES WITH SECTION 2410 OF THE 2001° FLOTRIDA BUILDING CODE 3 GLASS INSERT ASSEMBLY IS READILY REMOVABLE. o c 4. THE OPENINGS COMPLY 1MTH AAI~1�101ASS2 AS REQLARED BY SECTION 1714.5.1 OF THE 2003 INTERNATIONAL BUILDING o m CODE AND WITH SECTON\�R613.3 OF THE 20113 INTERNATIONAL RES B71AL CODE INSERT REMOVAL: SLIDE �7C SIN 'OPEN POSITION AND UFT UP WHILE PULLING THE BOTTOM TOWARDS THE INSIDE OF THE ENICUOSURE,,_LDYVE7t. TWIHSERT WHILE COHINUING TO PULL INWARD. SCREEN REIAOVAL• LIFT ALL SCREEN bnTO A HOFaOLNTAL POSITION. LIFTING ON THE LOWER LEFT AND M Vi J FRMIT OM TOC.. Lin P AND PUSH THE '`CKS SCREEN OUI�S"AR6`{jfPU L DOWN ON THE LOTO REMOVE SCREEN O Q i -jrl C) W WINDOW SCHEDULE - TEMP;I=RED GLASS Z o STRUCTURAL INSERT UNSERTT 1 8 INSERT IG N � 3 LLJ MULLION (11MENSIONS GLTH ZE GLAZING GLASS CUSS DIMENSIONS LSI SPACING WI TH x HEIGHT WIDTH z HEIGHT W1DTi z HEIGHT 2 TH O _Z 56.5' C/C 28188' x 62' 26'x60' 25'x59'2251 39.5. 53.5' 62" ?� CV 1-- 44.5' C/C 22875' x 62' 20.75' x 60' 19.75' x 59' 18.5/ '33.25/ 41.5" 62' 36' C/C 18.625' It 62" 16.5' x 60' 15.5' x 59' 1 / 26,5; S' 62DATE JULY 05. 2005 ROBERT A. WALZ, PE 20100 HALL ROAD CUNTON TWP., MI LIM -0040458 DWG. NO.: SIGN0 AM 2TES6 6OF7 (2) #8 SMS ONE ON EACH SIDE OF MULLION BASE/TOP TRACK PER O 2" FILL PANEL TRANSOMo L,' --PER ,c 1/8' TRA SSOM,GLASS TRAPEZOID HEADER/ PER D2 M #8 SMS ® 24" 0/C . TOP SECTION DOOR JAMB PER D1 DOOR JAMB INSULATION DOOR TUBE PER D3 1/2" IG GLASS UNIT RUBBER T—SPLINE RUBBER ROLL SPLINE I.G.S. TRIM DOOR SWEEP PER D4 RETICULATED FOAM RUBBER DOOR SWEEP GASKET DOOR THRESHOLD PER Ds BASE/TOP TRACK PER 0 SIDE CROSS SECTION \\temocad\e-root\11 x17\2FLORIDAEXT ERIORS7 r 2.00" TRAPEZOID HEADER (12691) D2 SIDE SECTION 60OR JAMB PER D1 } DOOR JAMB INSULATION 3/4" #10 SMS DOOR STRIKE PLATE (SEE LOCKSET DETAIL) BASE/TOP TRACK PER 40 2" FILL PANEL TRANSOM SILL PER 1a TRAPEZOID HEADER _ PER D2 TOP SECTION DOOR JAMB PER D1 SIDE SECTION DOOR JAMB PER D1 DOOR TUBE PER D3 EMALE PERM — LO/CKSET/W/ DOOR TUBE PER -:-CD3 4" STEEL HINGE (TYP.) 3 SETS — (SEE EXPLOI VIEW) 3/4" #10 SMS 8 PER HINGE ID STRIKE PLATE 0 0 Q 0 N 0 MOf LLI N CO L` w w 00 °.,>EXTERIOR INTERIOR SIDE VIEW 4/444+fi♦ii}+44} +4++++++++4+4.+f+++++++++++++++ f 4+ 4 + C> 1— LOCKSET DETAIL cn z Y r ASSEMBLED DOOR GENERAL Ln a REQUIREMENTS AND CONDITIONS ck� ID STRIKE PLATE 0 0 Q 0 N 0 MOf LLI N CO L` w w 00 °.,>EXTERIOR INTERIOR SIDE VIEW W C> 1— LOCKSET DETAIL cn z Y r ASSEMBLED DOOR GENERAL Ln a REQUIREMENTS AND CONDITIONS ck� En o o a 0 0 1- 1. TEMPERED GLASS SUBJECT TO HUMAN IMPACT,CCMPUES WSTH CkIAP1ER 24 OF THE N LLJp 2001 FLORIDA BUILDING CODE 2 TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 140 MPH COMPLIES WITH SECTION 2410 THROUGH; 2415 OF THE 2001 FLORIDA DATE AAMA 101AIS2 AS REQUIRED BY: CTION R613.3 OF THE 2003 W7Qt & THE OPENINGSIVY,n� 1' OF THE 2003 JULY 05, 2005 ROBERT A WALZ, PE NTERNATI G HALL ROAD CUNT CLINTON TWP., LII TOP CROSS SECTION ��1 2TES7