Loading...
HomeMy WebLinkAbout308 Casa Marina PlCITY OF SANFORD PERMIT APPLICATION v/ Permit # : C2 �'1 �1.� _ Date: %�I fJ��/ RECEIVEII Job Address: 30,9 l'ASQ rna.V't r&, Description of Work:SI—LI-1 rY'1 Q Historic District: Zoning: Value of Work: S Permit Type: Building _X_ 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 ."ti Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: -1-4 O 1 "OOOIJ- Oa• (Attach Proof of Ownership & Legal Description) Owners Name & Address: 305'1 CO-I)Cc rf)ar, i rr�r,,. -11 t Sl_� EL 30-7 -7 N Phone: 0 -l -3a4- LJx5cl0 Contractor Name & Address: 1- 1 o r- t� ��-I P (-t 0 f -S r a:7n C aafi 5 ISO F r-aL , P L 3 a-7- H State License Number. (IRL 106&0,7T Phone&Fax 40'1-39L3545 Contact Person: aca" ca— P�y� (16,7-33o Bonding Company 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 pe 't is verific::�2 tify the owner of the property of the requirements en Law, FS 713. ,7 g4nae o er/Agent D to Signature o o n Date Print Owner/Age tt eme Print Contr /A eme amp!po to of Florida Date Signa e o - to of Florida Date Eric "" 1�! - Commission >Yp D. Huss Eric D, Hu �=Commission#DD18743Z ' '• SS Owner/Agent is _ PersoriaNy Krtrti; Contractor/Agent i Pers o all o D 187432 Produced ID 1 i e' e: Yfres: Feb 24 2007 Produced ID ;oma,' �ScPires: Feb 24 or Bonded Thru •,,, „++ Bonded Th ' 2007 """ is londing Co., Inc Atlantic Bonding APPLICATION APPROVED BY: Bldg: Zonintilities: FD: CO.,lac' (I ' 1 & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 09 jq7 Permit Number Parcel Identification NumberQ, l Prepared by: Return to: Florida Exteriors, Inc. 2565 Park Drive Sanford, FL. 32773 NO'T'ICE OF COMAMNCEMENT State of .1- ( or i c,L CL County of SPfninVIL IIII1111111111111111111111111111111111111111111111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT- SEMINOLE COUNTY ISK 06329 Pg 09161 Ilpg) CLERK'S # 2006114390 RECORDED 07/17/2006 01127/09 PM RECORDING FEES 10.N RECORDED BY H Bailey.— FIED COPT n1A14YANNE MORS; CLERK OF CI COUR SEMINOLE CO , FLORID, 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 pro erty, and street address if available) lo+ �o CLI(ry Key Fb U4 -PGS F5 -`T' 3 u B CQ5Q M(tr i f�, Pl_, 50-nG rot' , it L- 3 x-1-1 1 2. General description of improvements) 3. Owner informatipQn't/0 7-3 x44_ i4T U Name t^1 xWS+- I-ZtLr0 k5 SCt , clL' Telephone Number Address 3o 8 Ct\.SCL (Yllx.r I �- (• Fax Number Sq r�{tj rcL, FW- 3 x 11 ( Interest in Property: 4. Fee Simple Title Holder (if other than the owner shown above) Name Telephone Number Address Fax Number �5. Contractor Florida Exteriors, Inc. (` Name 2565 Park Drive Address Sanford, FL 32773 6. Surety (if any) . Name Address 7. Lender (if any) Name Address Telephone Number (407) 322-3545 Fax Number (407) 330-9554 Telephone Number Fax Number Amount of bond $_ Telephone Number Fax Number 8. 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 Signature of Owner te: per §713.13(1)(p), " r must sign ...and no one else may be permitte& o sign in his or her stead." Sworn to and subscribed before me this day of , 20 07X— by who isper on'ally lmo a ORprodued LiCf%J— __L as identification, �j� oras+•,?off, 1C �. HUJS A- 4 • C', _ Commission #DD187�3� • I es: Feb D 1 7432 5�e of Nota notarial seal must a ear below a•°. a= F.x,ir Su Notary'(notarial PP ) Form Revised: 4/98 itr•a!Jcd '!'hna . Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL. ,!YJ_ 24 la!) DAVID JOHNSON, CFA, ASA i.1 1a) 2 , a �Y. PROPERTY APPRAISER ..... , SEMINOLE COUNTY FL 2n tui 1.,U r 1101 E. FIRST 5T SANFORD, FL32771-1468 t3 407.665-7508 tb 1 b; r t 2006 WORKING VALUE SUMMARY GENERAL Parcel Id: 29-19-31-501-0000-0200 Value Method: Market Number of Buildings: 1 Owner: MERCADO-SANTIAGO LOURDES M & OwnlAddr: SANTIAGO CARLOS Depreciated Bldg Value: $179,206 Mailing Address: 308 CASA MARINA PL Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 308 CASA MARINA PL SANFORD 32771 Land Value Ag: $0 Value Subdivision Name: CELERY KEY Just/Marketd Value: $213,2$0 06 Tax District: S1-SANFORD Assessed Value (SOH): $176,754 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Taxable Value: $151,754 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $2,926 SALES 2005 Tax Bill Amount: $2,926 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY DEED 05/2004 05349 0231 $199,400 Improved Yes Savings: $0 Find Comparable Sales within this Subdivision 2005 Taxable Value: $146,606 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 34,000.00 $34,000 LOT 20 CELERY KEY PB 64 PGS 85 - 96 BUILDING INFORMATION Year Base Gross Living Est. Cost Bid EBid Value Num Bid Type Bit Fixtures xt Wall SF SF SF New 1 SINGLE 2004 10 1,361 2,778 2,321 CB/STUCCO $179,206 $181,016 FAMILY FINISH Appendage I Sqft OPEN PORCH FINISHED/ 33 Appendage / Sgft GARAGE FINISHED / 424 Appendage I Sqft UPPER STORY FINISHED / 960 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed 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.orglpls/weblre_web. seminole_county_title?parcel=29193150100000200... 5/26/2006 LIMITED POWER OF ATTORNEY Date: 7/13/06 I hereby name and appoint Eleanor Ellison to be my lawful attorney in fact to act for me and apply for a Sunroom permit for work to be performed at the location described as: 29-19-31-501-0000-0200 (Property ID) 308 Casa Marina P1, Sanford, FL 32771 (Address of job) Carlos & Lourdes Santiago (Owner of Property) And to sign my name and do all things necessary to this appointment. (SignatuFe of Co actor) Ernest Cherry CRC 058078 (Printed name of Contractor and License Number) . ,,. .. 1 ..... ,. ,.. , ... n IIS. STATE OF FLORIDA COUNTY OF 9—"It, If The foregoing instrument was acknowledged before me this 1 3 day of July 2006, by Ernest Cherry ,who is;[] personally known tome or has [ ] produced license (type of identification) as identification. Signature o Notary Public, State of Florida j Eric D.s (Seal) uS ; b��PY Pue<o ; Commission #DD 187432 j Print/Type/Stamp Name of Notary Public z * _ Ex fres: Feb 24, 2007 'aQ: Expires: Th- o, 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 II, LP; Gevity HR III, LP; Gevity HR IV, LP; Gevity HR V, LP; Gevity HR VI, LP; Gevity HR VII, 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 Coverages: MARSH Insurer Affording Coverage American Home Assurance Co., 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: City of Sanford PO Box 1788 Sanford, FL 32772-1788 *C�14�e , ('6 1e� Michael C. Weiss Authorized Representative of Marsh USA Inc. (866) 443-8489 12/15/2005 Phone Date Issued PLAT OF' SURVEY (DESCRIPTION': AS FURNISHED) LOT 20, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA. 0=4'24'28" R=875.00' L=67.31' CB=S28'04'58"W C=67.30' 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). TRACT A V h • 1 k(5s!I �yyl 63 LAND SURVEYING BUSINESS , B 1 PERMIT LOT 19 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA LOURDES M MERCADO— SAN TIAGO AND CARLOS M SANTIAGO FIDELITY FUNDING MORTGAGE CORP 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 04-19-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF 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. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0065 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F. E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 20 BEING 564'07'16"E PER PLAT. (FIELD DATE:) 2-11-04 REVISED: SCALE:-'" = 40 FEET I REV CERTS 5/11/04 SL APPROVED BY: SJ IRNAL 4-19-04 CKB ASM 43053 FORMBOD 2 -IB -04 CKB JOB N0. urDA ARSTREE NAME 01 14 .^" GHF DRAWN BY: PHOT. r METES & LOT 121 CON % ¢ 4 b6 &AY E4F�q�� t 0RC�MFk N • J/ , 4S Ns9. <iTr �;q S� 00--1 1"=40' GRAPHIC SCALE 0 20 4-0 •"'F` V h • 1 �yyl 63 LAND SURVEYING BUSINESS �5p2 LAND SURVEYOR y� CS yh°O' PERMANENT REFERENCE MONUMENT •"'F` V h • 1 h 63 LAND SURVEYING BUSINESS �5p2 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 ( 37 CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON ,mmWINT LINE SITE PLANS REVIEWED fltY Of SANFORD LEGEND — . — . — . — — BUILDING SETBACK LINE ---' CENTERLINE - - - RIGHT OF WAY LINE 4 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 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789- (407) 426-7979 SURVEY, SUBJECT TO THE SURVEYOR'S NOTE 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 STATUTES. FOR V IVl THE FIRM GALEN K ELL PS, #4 24 , DATE FND NAIL AND SC LB #5736 (04/D /04) ® FND 1/2" IRON ROD AND CAP LB #6393 (04/19/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE LDENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVER14EAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTE 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 STATUTES. FOR V IVl THE FIRM GALEN K ELL PS, #4 24 , DATE LEGEND: $ LIGHT SWITCH ® LIGHT RECEPTACLE �D FAN FLOOR PLAN (%J rr Lalka s ti 12'-0" Al FRAME COLOR:SANDSTONE FACIA/TRIM: SANDSTONE INTERIOR KP: SANDSTONE EXTERIOR KP: SANDSTONE SKIN TYPE: TEMKOR �AB EXISTING HOME � ?44yc. 0 II zl o I QOD I ;Err 12'-O A of Iz z WINDOW - 55" !TW 55" WINDOW L �5" � 16'-0" �tuv � ae,a e••��d� Z v, A2 be- ea nC as O L C . Z T -r1 �1'11 v v NOTE: NOTE: ENCLOSURE NOT TO BE USED TO SIDE WALL ATTACHMENT TO HOUSE IS A NON -LOAD AS A PERMANENT LIVING AREA BEARING CONNECTION. PROPERLY CAULK BOTH SIDES OF ALUMINUM EXTRUSION AT THIS CONNECTION. 00 M w Opp p_ 00 N X CD J D ,,o -Lot Q of M O 3 JCL CLploo < < 00 F-= Z cV d w0�^ cl)z O OJprp U p_ 04 00 a x w x U � w J O x 0 of Q U- m WZ Q w (/7 K a 0 [ FEMALE J 'jam VERTICAL L_CHANNEL C MALE CORNER 12 INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING � C TNOT TO SCALE O 06W9320 07/05/06 FLOR-EXT DETAILED BY: KELLIE PARKS W 0 w m UL 58SL ICC LEGACY REPORT PFC-5176 FLORIDA PRODUCT APPROVAL 5505 ICC EVALUATION REPORT ESR -1403 FLORIDA PRODUCT APPROVAL 6391 FLORIDA PRODUCT APPROVAL 3857-R1 I DESIGN CRITERIA FOR *SANTIAGO, CARLOS* 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: ,Q ZONE: co +10.6 PSF, -28.6 PSF Q w 00 N .0- X (D w 0. 2: lfi Q J co a o 3 ~ I a Q I 04 a p J C_�Z WO N ~ n 24k�(n0 +10.6 0 a: OJT CJ N U J 015 O o0Lo Lo 00 1 1 a q-coOD z 0 N N �D_j3(Dco U1 J a�- Lr) Lr) O= C) z W-ZOX O J T-< E'-1 NUdLL- ROOF ZONE: 1: +10.6 PSF, -28.6 PSF ROOF ZONE: 2: +10.6 PSF, -38.4 PSF a U ROOF ZONE: 3: +10.6 PSF, -46.2 PSF ¢n r o M WALL ZONE: 4: +55.0 PSF, -55.0 PSF a 2, WALL ZONE: 5: +55.0 PSF, -55.0 PSF 0 M vai o <o Q 3 00 Z ro� 0 V) 0 J V) Y � ~Q X w I X " (L w 3 0 C7 w Y } a Q mm Q 0 U) 0 ELEVATIONS SHOWN WITH FACTORY GLASS TRANSOMS Al �i A3 A2 TOTAL WEIGHT OF TEMO PRODUCT: 1548.00 lbs. 0 co J W 0 Ono w a 04 x co N OO J 0 Q 'n to a O: r) It 3 a w 0 Q3alo of F- d �0 00 �z'm oZr` J V Q� N 0— J 1 co O O O Lo p °. I I Z 0 N co �� .. C/) o= 00Zv W --zOX O J Q E- N 0 u - w z 0 z W J J V Q- N < Z N O _ = cr M a o ALL TEMO STRUCTURES ARE O 0 DESIGNED IN ACCORDANCE 0 o WITH CHAPTERS 16 AND 20 OF rn co z o THE 2004 FLORIDA BUILDING 0 N CODE, FBCR R301.2.1.1 OF THE O 2004 FLORIDA BUILDING CODE N N AND CHAPTER 3 OF THE 2004 Y FLORIDA RESIDENTIAL BUILDING Q a CODE. X U w NOTE: ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO o O Y SUNROOMS INCLUDE TEMPERED Q HPG -2000 GLASS THAT CONFORMS F- m WITH CHAPTER 24 OF THE CODE w zz W N w 0 0 C, 00 LEGEND FLOOR PLAN Q a 00 N W �x� $ LIGHT SWITCH U' J O � po ®LIGHT z 3�aaa000 #RECEPTACLE w = N a FAN m MOO z O O U A o:NUvJ EXISTING HOME 3 z Iz I I I I �z 00 00 0 O OOu7 co (O tD Q I I 0 I zpNN 12'—o" I I I QOM I I � I 12'-0" - a co co ��Lo Ln o �, a 3 o, o z Al I+ I I I I o f W OJ=Q z �NUo_� I0 5' WINDOW 55' YI OW55" WINDOW Z LJ O Z iw 04 o r Z^ a `U ©N 16'-0" Z N o T '� za <� V� L A acl:CA O U Z 00 2 (�O M N vv p x J < � a Q a NOTE: F U w THE SIDE WALL ATTACHMENT w FRAME COLOR: SANDSTONE NOTE: ENCLOSURE NOT TO BE USED TO HOUSE IS A NON -LOAD a[:O x FACIA/TRIM: SANDSTONE AS A PERMANENT LIVING AREA BEARING CONNECTION. of Q } INTERIOR KP: SANDSTONE PROPERLY CAULK BOTH SIDES 't p m EXTERIOR KP: SANDSTONE Of ALUMINUM EXTRUSION a ZQ SKIN TYPE: TEMKOR AT THIS coNNEcnoN. N 0 0 O 00 J W 0 N 0 W d X c0 () O N � Q � (0 4TEM04 Q o od M d 3 J �I o FIG. I SEE ATTACHMENT DETAIL 'B' o a = 00 w ~ ZO N W O 4 W On V1 Z O O -1 U Q: N U ... J OLATED ALUMINUMRUCTURAL SUROOF PANELS INSULATED L� z EXISTING HOUSE U1 ' 000 � 9 -0" 14,0 O 00Ln �d $�-6� co c0 zO�NN J3000000 J�ln ll') Q v %(2) O O O0 Z W 0 -1 2: QE 04U0-� r PROPOSED' CONCRETE SLAB w/ PERIMETER FOOTING 0 z U Q 9 9 SECTION A a aCN M0 117 a_ 212 n O 0 "' 03L O� 03z o �% Z� 0 <J a USE STAINLESS STEEL or TRIPLE DIPPED X Q GALVANIZED FASTENERS INTO ACQ LUMBER W o Y O ROOF PANELS: 3", 0.032, 2#, ROOF LOAD: 10 P.S.F. Q m W Z W Q N � 0 0 FASTEN ROOF PANEL TO ALUMINUM CHANNEL WITH #8 1/2" SCREWS AT 6" ON CENTER TOP AND BOTTOM METAL PREFLASH AND CAULK TOP & BOTTOM MOUNT W/ #8 X 1/2" @ 6" 0. C. HANGING RAIL MOUNTED WITH 1/4" X 3-1/2" SCREWS INTO EACH WALL STUD STAGGERED TOP & BOTTOM DETAIL USE STAINLESS STEEL or TRIPLE DIPPED GALVANIZED FASTENERS INTO ACO LUMBER EXISTING WALL 0 W J Q W N 0 W Z 00 W0 ^N a 00 N X ip J O Zo It Q M 0 3 0I 0 a a�00 i = Z N W a w C) CD Zr Oz O , U W N L) J 0 O 00u 0 iii x co (D z 0 N N �ir -_j 00 O= O O z Wz O x O -1 EI 04 (-) 2 a • 1,11 58SL • ICC LEGACY REPORT ER -5262-P (RENEWED UNDER 1997 UBC) • ICC LEGACY REPORT PFC-5176 • ICC EVALUATION REPORT ESR -1403 • CALIFORNIA FACTORY BUILT HOUSING CMJ -TEAT 1-4 • FLORIDA PRODUCT APPROVAL 5505 • FLORIDA PRODUCT APPROVAL 3857-R1 • FLORIDA PRODUCT APPROVAL 3521-Rl cD O • FLORIDA PRODUCT APPROVAL 6391 • CITY OF LOS ANGELES STANDARD PLAN NUMBER 6 ¢ 0 p m � W N m � W p U O W > p w jE- � W 4 r 2cm _ (LI F N c 6 Q6 SPECIFICATIONS FORa�E m , SUNROOMS AND PATIO COVERS WITH8< 3.625 INCH WALL MULLIONSb PAGE NUMBER . m a � 0 N COVER SHEET INDEX OF SHEETS 1 FLOOR PLANS, ELEVATIONS �m 0 and ROOF PLANS 2 3.625 SUNROOM SYSTEM ROOF DETAILS and NOTES 7 818 3 3.625 SUNROOM SYSTEM WALL DETAILS o;: 4 3.625" SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS=co 5 3.625 SUNROOM SYSTEM WIND LOAD CALCUIltATIONS ow o 6 3.625" SUNROOM SYSTEM" WINDOW ASSEMBLY` SIH4 DRAWINGS N 7 3.625 SUNROOM SYSTEM SWING DOOR ASSEMBLY SHOP DRAWINGS W LTJ Ln PLANS REVIEWED g CITY OF SANFORD DATE MAY 02, 2008 ROBERT A. WALZ, PE 20400 HALL ROAD CLINTON TMP, W UCERSEOPE-OD40458 DRAWN BY: ROBERT A. WALZ l li G DWC. NO.: SIGNED AND 4TEM0 G:\llxl7\FL.oR-EXT\4TEM0C0VM DOVER SHEET RnnF PRn.IFr.T1nN 12' TYPICAL EXCEED 8 FEET z M 00 I �n PATIO COVER END WALL ELEVATION ROOF PROJECTION ROOF PANEL I 12" TYPICAL UWON SPACING NOT TO EXCEED 8 FEET PATIO COVER END WALL ELEVATION NOTE: ALL SECTIONS & DETAILS REFERENCED HERE ARE SHOWN ON SHEET 4TEMO4. G:\11x17\FLOR-EXT\4TEM01NT ROOF PANEL LCJ--MUWON SPACING NOT TO EXCEED 8 FEET PATIO COVER FRONT WALL ELEVATION 0 ROOF PANEL UWON SPACING NOT TO EXCEED 8 FEET PATIO COVER FRONT WALL ELEVATION w Z ¢ CL m r- 0 m 0 ¢ 0 z �o X O ¢ O : V) � J QC -D zp Oz F= C:) CL J O,N EXISTING STRUCTURE 12' TYPICALJIL X VARY TO SUIT TYPICAL STUDIO ROOF PATIO COVER PLAN x o EXISTING STRUCTURE E E J z -j O `r z o d z 0 OPTIONAL DOOR � w c� o W m rn C) O ¢ a O 0 Z u - C) d O 0 Ckf 12' TYPICALJIL X VARY TO SUIT TYPICAL STUDIO ROOF PATIO COVER PLAN x o EXISTING STRUCTURE 12" TYPICAL ,< VARY TO SUIT POSSIBLE co PANEL PROJECTION TYPICAL GABLE ROOF PATIO COVER PLAN pLANS REVIEWED CITY OF SANFORD titin �—� z I z CL. z C) a o ? 40 L� W MAY 02. 2008 ROBERT A. WAL2, PE 24400 HALL ROAD CLINTON Tw, , Y 4TEM01 1 OF 7 t0 N¢¢ � J J z -j O `r z o d pz �a ov w c� o �- m rn ¢ m in O 0 Z 0 d O 12" TYPICAL ,< VARY TO SUIT POSSIBLE co PANEL PROJECTION TYPICAL GABLE ROOF PATIO COVER PLAN pLANS REVIEWED CITY OF SANFORD titin �—� z I z CL. z C) a o ? 40 L� W MAY 02. 2008 ROBERT A. WAL2, PE 24400 HALL ROAD CLINTON Tw, , Y 4TEM01 1 OF 7 E < E m m w c� OPTIONAL DOOR ¢ m in 0 0 d O 12" TYPICAL ,< VARY TO SUIT POSSIBLE co PANEL PROJECTION TYPICAL GABLE ROOF PATIO COVER PLAN pLANS REVIEWED CITY OF SANFORD titin �—� z I z CL. z C) a o ? 40 L� W MAY 02. 2008 ROBERT A. WAL2, PE 24400 HALL ROAD CLINTON Tw, , Y 4TEM01 1 OF 7 ALUMINUM CAP FLASHING INSTALL #6 SMS DESIGN ON CENTER ALUMINUM SKIN T-3-2-32 •� S _L r% 10 PSF 4. LIVE LOAD 18'-4" 23'-3" 24'-0" 130 MPH WIND 30 PSF LIVE LOAD 13'-0" 0.032' ALUMINUM 0.032' ALUMINUM ROOF PANEL AT CATHEDRAL PEAK WITHOUT BEAM DETAIL ROOF HANGING RAIL MOUNT W/(1) 1/4' x 3' LAG SCREW 6E'' G.C. CAULK EXT. EDGES 16' METAL FLASHING (SCREW & CAULK)_ REMOVE EXISTING DRIP EDGE ATTACH NEW 2X6 FASCIA BOARD 'MERE REQUIRED USING 2) 4'x3' LAG SCREWS INTO EACH 1OR TRUSS TEMO RECOMMENDED SUNROOM ROOF ATTACHMENT TO THE EXISTING SOFFIT. SOFFIT REINFORCED AS SHOWN EXISTING TRUSS ROOF WITH SHINGLES OVER FELT PAPER OR RAFTER ON CENTER 1/4" CARRIAGE BOLT ALUMINUM SKIN UL APPROVED FIXTURE BOX—/ CEILING FAN MOUNTING DETAIL 10 INSTALL 7/16' OSB TO NEW 2X4 [ADD 2 x 4'S 0 12' 0/C ---- 18' f7 MAX EXISTING APPLICATION OF %INGLES TO EXTERIOR THE TEMO ROOF SYSTEM AS WALL SHOWN WILL NOT VOID THE TEAO StNR001MS WARRANTY ROOF TO OVERHANG REINFORCING AND ATTACHMENT DETAIL /12 SMS 0 6'O.C. MAX EXISTING RESIDENCE CONTINUOUS HANGING, riiiii RAIL PER @ OR ® 2-/14 WOOD LAG SCREWS 0 16' D.C. TO PENETRATE SOLID WOOD 1 3/4' MINIMUM ROOF PANEL/WALL PANEL/WALL ATTACHMENTS G:\11x17\FLOR-EXT\4TEM02NT130 EXTERIOR ROOF CLEAT INTERIOR ROOF CLEATS"' SHNQ S USM NA" OR WHOM- 1 MkE9M- CON,01000S 00%UtAM OF SNOW & ICE S1R1.D W/ NOWAY S' SFJW LAP `mw ROOF PMEA SHINGLES TO ROOF PANEL ATTACHMENT DETAIL k j8x1/2' LG. SMS 0 6'O.C. ROOF PANEL SPLICE ROOF NOTE j2 GENERAL NOTES & SPECIFICATIONS I. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL SHOWN ON DRAWING NO. 4TES4 OR UNDER A CODE -APPROVED EXISTING ROOF. 2. DESIGN LOADS: SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2004 FLORIDA BUILDING CODE AND THE 2004 FLORIDA RESIDENTIAL CODE 3. FASTENERS SCREWS SHALL BE SINS SHOWN AND SHALL BE STAINLESS STEEL, ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM. 4. ALL STRUCTURAL COMPONENTS OF THIS SUNROOM SYSTEM (EXCEPT SOLID PANELS) ARE OF ALLOY & TEMPER 6063-T5 UNLESS SPECIRCALLY NOTED OTHERWISE 5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUB,ECT TO WATER INTRUSION SHALL BE FULLY CAULKED. 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED CLASS WITH A MINIMUM THICIOIESS OF 1/8 INCH THAT COMPLIES WITH THE CODE 7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WAIL 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 THE 2004 FLORIDA BUILDING CODE 9. ALL ALUMINUM IN CONTACT NTH DISSIMILAR MATERIALS SHALL BE PROTECTED PER CODE 10. EXPANSION ANCHORS SHALL BE 'HILTI KWIK-BOLT N' ANCHORS, 'TRU-FAST ZAAIAC NAIUN', TAPCON FASTENERS OR EQUIVALENT. THE 1/4'0 ANCHORS SHALL HAVE A MINIMUM TENSION VALUE N CONCRETE OF 565 POUNDS. WOW LACS SHALL BE 1/4' BY 3' GALVANIZED LAG BOLTS 11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. 12. SEE TABLES (A) AND (B) ON SHEET 4TES5 FOR DESIGN WIND LOADS 13. ASPHALT SHINGLES OR LIGHT WEIGHT TILE SHINGLES NOT EXCEEDING 7 POUNDS PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS TABLE "C": MAXIMUM ROOF PANEL SPANS* DESIGN PANEL DESIGNATION LOAD T-3-2-32 T-4.25-2-32 T-6-2-32 10 PSF LIVE LOAD 18'-4" 23'-3" 24'-0" 130 MPH WIND 30 PSF LIVE LOAD 13'-0" 15'-6" 18'-6" 130 MPH WIND * MAXIMUM PANEL OVERHANG IS 1'-6" MINIMUM ROOF PANEL SLOPE IS 2% pY OF SAtjfoRD CIT ON 0 a 0 N 0 M M CC LIJ m �—` W W 0 0 12 W < N� z z z -c z < 8- a iE i a b � NCI K) n v < <n (9 N = N co U_ I GO 'A o . x to � Oo Zo O m o 0 �l 0 V/ I N O 0 gW C, N N m J O Q c:) LAJ (J! z LLJ Nn O O O Z L0 O co w Q rri N N MAY 02, 2006 ROBERT A. WALZ, PE 20400 HALL ROAD CLINTON TIP., MI 4TEM02 FULL HEIGHT MALE AND FEMALE /8 SMS O TOP, BOTTOM, do 0 24' O.C. BETWEEN FULL HEIGHT MALE AND FEMALE SOLID PANEL FULL HEIGHT MALE AND FEMALE L/8 SMS 0 TOP AND Lj8 SMS 0 TOP AND L/8 SMS O BASE BOTTOM CHANNEL LBOTTOM CHANNEL AND TOP CHANNEL WINDOW JAMB TRANSOM JAMB LPANEL ADAPTER AT OO SUDING �1WNDOW 0 Fl� S j�yGGI NSOLID WALL PANEL MALE / FEMALE MULLIONS .� 00000 +� _ FULL HEIGHT FULL HEIGHT FEMALE AND MALE FEMALE AND MALE /8 SMS 0 TOP AND SOLD PANEL BOTTOM CHANNEL /8 SMS O TOP AND _ FULL HEIGHT MALE BOTTOM CHANNEL AND FEMALE #8 SMS O TOP, BOTTOM, & O 24' O.C. BETWEEN ri FULL HEIGHT FEMALE PFULLHEIGHT WFULLT WINDOW JAMB TRANSOM JAMB 0 SLIDING WINDOW 0 FlXED GLAZING (WALL STUD/MALE FULL HEIGHT FULL HEIGHT MALE FEMALE /8 SMS 0 TOP AND FULL HEIGHT \ C BOTTOM CHANNEL RACEWAY CAP /8 SMS 0 TOP, BOTTOM, & O i O.C. BETWEEN LFULL HEIGHT RACEWAY WINDOW JAMB — G:\llxl7\FLOR—EXT\4TEM03NT PANEL OR 0 BASE MALE AND TOP CHANIEL SOLID WALL PANEL FULL HEIGHT M ALE /8 SMS O TOP AND FULL HEIGHT \ BOTTOM CHANNEL TRACEWAY CAP LFULL HEIGHT RACEWAY TRANSOM JAMB- - FULL_ HEIGHT FEMALE FULL HEIGHT MALE AND TOP CHANNEL CORNER nD j14 WOOD SCREWS RESIDENCE OR TOGGLE BOLTS 0 16.0.0. je SMS 0 TOP AND BOTTOM CHANNEL - PLANS REQ''IrWED FULL HEIGHT FULL HEIGHT MALE ITY OF SAl,fORG #8 SMS 0 TOP AND FEMALE BOTTOM CHANNEL FULL HEIGHT 7RACEWAY CAP FULL HEIGHT RACEWAY PANEL ADAPTER - SOLID PANEL 0 SOLID WALL PANEL a co K) 0 n < m U N 1 co v.. x x O o I Z� O M Z �8 U m I 0 0 o "w c o r< n gDm (S tr) N M O J � Q z 3 J N � Q W ►— Lr) NW cm CV }. CD (/') M A WALZ, PE HALL ROAD ( TMP, M ,,A4TEM031 1/4' X 3" LONG LAG BOLTS o #12x4" SMS W/3/4" O.D. ALUMINUM WASHER 0 130 WIND LOCATEMPH 1-ANCHOR 2 /4• EACH � & NEOPRENE INSERT SPACED ® 6" O.C. I SIDE OF MULLION AND AT 16' D.C. BETWEEN EACH MULLION. m w PIERS WITH TIE DOWNS N m BASE/WALL CAP PER LOCAL CODE. � w SAME AS BEARING EXPANDER o U TO MULLION o w > o BASE/WALL CAP SPLICE TO BE 8' MINIMUM FROM VERTICAL MULLION ,. - :• .:. W 2-#8 TEK SCREWS INSULATED STRUCTURAL " < EACH SIDE OF MULLION DECK PANELS ALUM. FLASHING — .; .: ,' -.• y z 130 MPH WIND SPEEDS ,,, a _- m _ F Z BEARING WALL SECTION ON � l c W § CONTINUOUS PANEL GUTTERA TEMO NER APPROVED DECK PANELS SRU r W/#8 SMS ® 12"O.C. TOP & H l� 0 BOTTOM TO ROOF PANEL Q 1/4' X 3' LONG LAG BOLTS 0 130 MPH WIND SPEEDS N 1 -6' MAX OVERHANG w LOCATE 1-ANCHOR 2 1/4' EACH g z BASE/WALL CAP a a SIDE OF MULLION AND AT 16' O.C. BETWEEN a Z EACH MULLION. W d BASE/WALL CAP SAME AS BEARING EXPANDER TOP EXPANDER SHALL a"' _ BEAR FIRMLY ON MULLION HEADER CD z ro MULLION PIERS WITH TIE DOWNS 13 is 5 SECTION PRIOR TO INSTAL- ? CD BASE/WALL CAP SPLICE b a CATION OF FASTENERS Z �- a TO BE 8" MINIMUM FROM VERTICAL MULLION PER LOCAL CODE 1/4"0 EXPANSION ANCHORS A THRU o C o EXIST. OR NEW WOOD co 0 00 ® 130 MPH WIND SPEEDS z oj; DECK IN GOOD CONDITION ALUM. FLASHING < m LOCATE 1-ANCHOR 2 1/4" EACH N V = r SIDE OF MULLION AND AT 16" O.C. o 2 co BETWEEN EACH MULLION. SILL In "' < BEARING WALL SECTION �2 CL BASE/WALL CAP v' ON WOOD DECK SAME AS BEARING EXPANDER w TO MULLION o F �' 1/4'/ EXPANSION ANCHORS z o O o BASE/WALL CAP SPLICE / " A w THRU N C to ui ¢ 0 130 MPH WIND SPEEDS LOCATE 1-ANCHOR 2 1/4" EACH co - TO BE 8 MINIMUM SIDE OF MULLION AND AT 16' O.C. FROM VERTICAL MULLION = BETWEEN EACH MULLION. < o x BASE/WALL CAP &o < m EXIST. OR NEW CONCRETE AS EARING EXPANDER SLAB IN GOOD CONDITION U TO MUWONSAME r2o c CAP C, a = TO BE W MINIMOP UM PIERS OR FOOTINGS °O FROM VERTICAL MULLION PER LOCAL CODE EXIST. OR NEW CONCRETE a A A � J Z 4 d = SLAB IN GOOD CONDITION 7 2� p Q i4 z " ZLLJ Z CCS N BEARING WALL SECTION J3 C*4 N PIERS OR FOOTINGSo 1" MIN. ® 1/4"0 ON CONCRETE SLAB Q '' ck:: a PER LOCAL CODE. ANCHORS DATE-- MAY 2. 2009 REVIEW�� PIANS ROBERT A, wROA PE �°° HALL ROAD OF SANFOlka CITY MI �' �� BEARING WALL SECTION LKFNSEjPE-oo,ax LICENSE J DMG. NO.: V AND N 4TEM04O G:\11x17\FLOR 06/01/06� 4OF7 Wind Calculations for Standard Mullions Wind Speed (80,90,100,110,120,130,140,150) Exposure (B,C,D) Calculated Wind Pressure Male -Female Mullion 130 b 27 Male -Stud -Female Mullion Male -Raceway -Female Mullion C111 tit �,h,%. - Maximum Mullion Height (ft) 8 Maximum Mullion Height (ft) 11 Maximum Mullion Height (ft) 14 - __'l Centroid (in) 1.8282 Centroid (in) 1.8264 Centroid (in) 1.8502 Moment of Inertia (in^4) 1.3283 Moment of Inertia (in^4) 2.4763 Moment of Inertia (in^4) 3.7152 Section Modulus (in ^3) 0.7266 Section Modulus (in ^3) 1.3558 Section Modulus (in^3) 2.0080 Calculated Moment (Ib*in) 12960 Calculated Moment (Ib*in) 24502.5 Calculated Moment (Ib*in) 39690 Allowable Fb (psi) 21000 Allowable Fb (psi) 21000 Allowable Fb (psi) 21000 Calculated fb 17837 Calculated fb 18072 Calculated fb 19766 Section OK G:\11x17\FL0R-EXT\4TEM05130NT Section OK Section OK Cr (o o a o N C3 M CD C W N 0] �-` W o U o W > 0 ::E (J 1 O Z O z � (J'1 J N U 0 3 DATE JUNE 1. 2008 ROBERT A. WALZ, PE 20100 HALL ROAD CLINTON Tw, MI 4TEM05 5OF7 STRUCTURAL MULLION SPACING SEE Ro % 9 A G SS IG nI GLH SS ISCHULE UMTS STRUCTURAL MUWONS�0WSTRUCTURAL MUWONS sEE ENCLOSURE SIGHED a SEE ENCLOSURE scHm 0 o Of =)M w V) m • � B w O w WINDOW HEADER PER 17 WINDOW HEADER PER 13 6 cl HORIZONTAL SASH 24° EXTERIOR SCREEN FRAME WIN/ OW PLASTIC CEDE - ION CONTINUOUS WFAT1#R BRUSH ALL AROUND S45H FRAME SCHEDULE BELOW FOR DIMENSIONS EACH SIDE OF UPPER SASH PML HOWMAL SAM O U /6 SIS THROUGH VERTICAL SASH INTO SCREW HORIIOMAL N - In CF415E N SASH cONIIMIOUS WEATHER BUSH Ru ' � S15H FRAAE Of 1/2- INSULATED GLASS UNIT / LLI 0 = -VERTICALLY ADJJSTABLE W w HANDLES 1/8- TEMPERED GLASS cDNRNIIDLIs Pvc GLAZING SEATED N SASH FRAME AROUND PERIMETER OF CUSS '� N ROLLER ASSEMBLY W/GUOE 1 ROLLERS SEATED N LOWER _U W _ CONTINUOUS PYC GLAZING SEATED N SASH FRAME M+1 N �5 RML OF EACH SASH FRAME = AROUND PERIMETER OF CUSS m ODKTNUOUS WEATHER BRUSH AT FfAODC SILL AND JNBS V NOl1FR ASSiTAaliY W/CUDE 2 ROLLERS SEATED IN LOWER RML OF EACH SASH FRAE IE 13 S Vk m 3 EXTE14OR SCREEN MATERIAL ( _ IOENnnCATION LABEL PER IBC SECTION C TYPICAL EACH CORNER OF INSERT 2406 ON EACH PANE GL CLASS Lf DallMOR SCREEN FPAAE EXTERIOR SCREEN INTER k .. b WTRDOw SILL PER 11 WEATHER B4JBS l� AT HEADER. AT HEADER, $LL AND .IAMBS Alf WIDOW SLL PER 11 VERTICAL SASH PER 2s VERTICAL SASH PER 28 m p O i GLAZING GLAZING V a04 SDE VIEW SDE VIEW NOTCH VERTICAL SASH X MITRE VERTICAL SASH a #6 SMS THROUGH VERTICAL /6 SMS THROUGH VERTICAL SASH INTO CENTER SCREW SASH INTO CENTER SCREW = Nn ' ,c CHASE AT HORIZONTAL SASH CHASE AT HORIZONTAL SASH NOPoZONTAL SASH PER 24 HORIZONTAL SASH PER � W *I CLEAR WIDTH - SEE SCHEDULE INSERT WIDTH _ SEE SCHEDULE CLEAR WIDTH -SEE SCHEDULE OSCREEN LOCK 's 15 INSERT VADTH - SEE SCHEDULE SCREEN0 LDS z I 1/8" SASH IG SASH RD c 28 O O TYPICAL SASH a a �IN� WEATHER ,, SLIDE O SLIDE coKnNUOUS WE„T„ER , TO SASH CONNECTION & 0 I u = N COKRNUCIUS WEATHT3R BRUSH SLOE 1e coNnnuotrs WEATtRER �`�°' � 1B 0 ASSEMBLED WINDOW ELEVATION `^ Y ao SASH LATER SASH LATD" slroE GENERAL REQUIREMENTS AND CONDITIONS O SASH LATCH SPRING SASH LATCH SPRING o 1 TEMPERED GLASS S1MCT TO HUMAN IMPACT COMPLIES IMT}H CHAPTER 24 OF THE 20G4 FLORIDA BUILDING CODE. O�� TOP VI EW TOP VI EW II�rlr`�� 0t AN 2 TEWPPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 140 MPH COMPLIES WITH SECTIONS 2410 THROUGH 2415 OF THE 2004 FLORIDA BUILDING CODE O (n J 3. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE O a Z C7 W 4. THE OPENINGS COMPLY WITH AAMA IOIAS.2 AS REWIRED BY SECTION R613.3 OF THE 2003 p INTERNATIONAL RESIDENTIAL CODE AND SECTION 1714.5.1 OF THE 2007 INTERNATIONAL BUILDING CODE. (11 Li LTHE INSERT RDAOVAL' SLIDE NSERr TO AN OPEN POSMON AND UFT UP WHILE P THE BOTTOM TOWARDS INSIDE OF THE ENCLOSURE. LOWER THE NSIIRT WHILE CURNTINUING 1D� INWARD. SCREEN REMOVAL LFT ALL SCREEN LOCKS TO A HORIZONTAL PQ4T*L / No RIGHT LOCK LIFT UP AND PUSH THE SCREEN OUTWARD. PULL FROM THE HEADER. � In W O N a- � (D Z EALED D6 0 aLi WINDOW SCHEDULE - TEMPERED G S ATE STRUCTURAL INSERT INSERT 1 8 INSERT IG MUL1ON DIMENSIONS GLAZNG ZE GLAZING CLASS GLASS DIMENSIONS A1NE �' 2008 ROBERT A WALZ PE SPACING WIOTH x HEIGHT WIDTH x HEIGHT WIDTH x HEIGHT 20400 HALL ROAD 56.5' C/C 28188" x 62" 26' z 60" 25" x 59" 225 39.5/ 53 5' 6Y CLINTON Tw` W LICENSE/PE-00400,58 SC HORIZONTAL SC HANDLE SC INTERLOCK (7579) 24 (7581) 25 (9698) 26 fG HORIZONTAL (11882) IG RIGHT HANDLE L 27 (11883) 28 IG LEFT HANDLE IG INTERLOCK (11881) 29 (11881) 44.5" C/C 22875" x 6Y 20.75" x 60" 19.75" z 59" 185/ 33.251 41.5" 62" NO.: 4TEM06 \\temocad\e-root\11x17-2006\4TEM012006 I i 36" C/C 18.625" x 62" 16.5" x 60" 15.5" x 59" 16/ 20106/01/D633.5- 6Y 60F7 (2) #8 SMS ONE ON EACH SIDE OF MULLION BASE/TOP TRACK PER O 2" FILL PANEL TRANSOM SILL PER 1e 1/8" TRANSOM GLASS O ,, TRAPEZOID HEADER PER oz #8 SMS ® 24" 0/C TOP SECTION DOOR JAMB PER 0T DOOR JAMB INSULATION DOOR TUBE PER o3 1/2" IG GLASS UNIT RUBBER T -SPLINE RUBBER ROLL SPLINE I.G.S. TRIM DOOR SWEEP PER o4 RETICULATED FOAM RUBBER DOOR SWEEP GASKET DOOR THRESHOLD PER os BASE/TOP TRACK PER O IDE CROSS SECTION G:\11x17\FLOR-EXT\4TEM07NT 2.00" DOOR JAMB 2.00" TRAPEZOID HEADER (12177A) D1 (12691) D2 In r DOOR TUBE DOOR SWEEP (11903) D3 (12375A) D4 a� 1 2.00° DOOR THRESHOLD (I2582A) D5 i v FEMALE PER 0 #8 SMS ® 24" 0/C SIDE SECTION DOOR JAMB PER D1 DOOR JAMB INSULATION 3/4" #10 SMS DOOR STRIKE PLATE (SEE LOCKSET DETAIL) TOP CRO 2" FILL PANEL TRANSOM SILL PER 18 TRAPEZOID HEADER PER o2 TOP SECTION DOOR JAMB PER oT SIDE SECTION DOOR JAMB PER o1 DOOR TUBE PER D3 FEMALE PER O LOCKSET W/ DEADBOLT DOOR SWEEP PER o4 DOOR TUBE PER D3 4" STEEL HINGE (TYP.) MENET S - (SEE EXPLODED c Es 3 /4" #10 SMS �tq�` �ro��' 8 PER HINGE P1� O� SO CXR SECTION EXPLODED VIEW ® 4 EXTERIOR INTERIOR SIDE VIEW LOCKSET DETAIL ASSEMBLED DOOR GENERAL _ REQUIREMENTS AND CONDITIONS 1. TEMPERED GLASS SUB ECT TO HUMAN IMPACT COMPLIES PATH CHAPTER 24 OF THE 2004 FLORIDA BUILDING CODE. 2. TEMPERED GLASS INSTALLED IN APS WTH BASIC WNO SPEEDS OF 130 MPH COMPLIES WTH SECTION 2410 2415 OF THE 2004 FLOR10 BU CODE 3. THE OPENINGS COMPLY W 1 S RED B CT} 61 THE 2003 INIERNA7I P rrt/ INTERNATIONAL BINDING k o 4 0 Q N Of mw C/3 CO � w a v o w > o 03 O M O r i z i v r.n • x L- 3 � O o m _A o A z I �g U 'o • I a 0 cr o I m I N =1 0 14 o "' N N CD z = O Q z o = � o 0 C.D r Z_ J (V 3 i CO N W M N N Q WAY 02. 2008 ROBERT A. WALZ, PE 20400 HALL ROAD CLINTON TW M 4TEM07 r a O ,, 1 2" FILL PANEL TRANSOM SILL PER 18 TRAPEZOID HEADER PER o2 TOP SECTION DOOR JAMB PER oT SIDE SECTION DOOR JAMB PER o1 DOOR TUBE PER D3 FEMALE PER O LOCKSET W/ DEADBOLT DOOR SWEEP PER o4 DOOR TUBE PER D3 4" STEEL HINGE (TYP.) MENET S - (SEE EXPLODED c Es 3 /4" #10 SMS �tq�` �ro��' 8 PER HINGE P1� O� SO CXR SECTION EXPLODED VIEW ® 4 EXTERIOR INTERIOR SIDE VIEW LOCKSET DETAIL ASSEMBLED DOOR GENERAL _ REQUIREMENTS AND CONDITIONS 1. TEMPERED GLASS SUB ECT TO HUMAN IMPACT COMPLIES PATH CHAPTER 24 OF THE 2004 FLORIDA BUILDING CODE. 2. TEMPERED GLASS INSTALLED IN APS WTH BASIC WNO SPEEDS OF 130 MPH COMPLIES WTH SECTION 2410 2415 OF THE 2004 FLOR10 BU CODE 3. THE OPENINGS COMPLY W 1 S RED B CT} 61 THE 2003 INIERNA7I P rrt/ INTERNATIONAL BINDING k o 4 0 Q N Of mw C/3 CO � w a v o w > o 03 O M O r i z i v r.n • x L- 3 � O o m _A o A z I �g U 'o • I a 0 cr o I m I N =1 0 14 o "' N N CD z = O Q z o = � o 0 C.D r Z_ J (V 3 i CO N W M N N Q WAY 02. 2008 ROBERT A. WALZ, PE 20400 HALL ROAD CLINTON TW M 4TEM07 PERMIT #..... OFFICE ME x c00fi 11-.38 FAX 40'. 7488 SENTRY-LONG1000 OF E IJ 002/002 CBLLRr fY A3JblT�f, INC. + 9 S'+�CiJRALxmm sum LOT # pmSt 0 / PROPERTY Wn1Ek t F S r A 2 LCS S AA / A F O MPEATY ADMs S t j o g .,� jQ. MA +- n cc P/ t� 3277/ MAX"J" ADM3SS (if d1 ttorent ) TELFPAtBvi �/0 7 S s- O'l FU 7y Arcbit9Ctura1 Review a PIiCG%4Q: for: Swimming pool _ Exterior pajnt. Colors Landan&pinq a'eu►virt q Other:ATTACMMTS ittAs PRppp,Rry OM= t —written reaust®} demcribiap addi.tlon, change or Installation rCpC catvd rty survoY athOwing wbere addItIon or .inetallattloh is t0 e Io spocifiCatione (cop"" o! Plans AtudiesTln watterlala Meda at, color, etc.) q d#ser+SivtaBF other (i . e . , Paint Cbip Color G Wiles, pictytr®a; brochure) Plaaa. bQ advised "at Work aLmaot be @tubed until tho A= Ase Provided D Writts0 appal of aP�],lGati�, . $Y Y'$ICY�Q'Rftaea nawn*� regueavt mc' d — 90sftrd0d to its_____` tro awAer hQ AW R decision or the plaW aUIMitted ie its follows ► -�[... Apmom with the tellowiny CMpte; 1) siust amfncm to all local. Zoning &nd bui).dIW rOMdatione. Aud you Mgt obtain any pQrm{� athat re r*gvis�rd, DGM&TICH 118CIiViA 30 )NOMMZ2E--"quired information in: G a QI11 �'ti�� i9 Feed Phe, Ari i rna �0, lt,eoe-