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161 Bristol Forest Trl
Permit # Job Address: it, i .nzwy-c� Description of Work:�S ✓cX1ty Historic District: Zoning: _ Permit Type: Building t, Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial CITY OF SANFORD PERMIT APPLICATION RECEIVED Value of Work, S 6D, 0 b Mechanical Plumbing Fire Sprinkler/Alarm Pool — Addition/Alteration Change of Service Temporary Pole _ — Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Industrial Plumbing Repair — Residential or Commercial Construction Type: # of Stories: 1 # of Dwelling Units: Flood Zone: � j� (FEMA form required I Owners Name & Address: Dvld 0- � UVaMQ YV . Moat 5 . /A/ b l�J- I 1�[1rA�7 1 1 rel t' l . & Add Phone & Fax:'�' Q Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: Phone: ""iV f Number: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. X -20/6 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 wat r management districts, state agencies, or federal agencies. Acceptance of 1 'verification that 1 will notify the owner of the property of the requi cots f in Lien Law, FS 713. o, Gb Signature of Owner/Agent W Date Signature of Contractor/Agent Date jc low: a G W),9 � s -UV%� ME2c.t/4 Pri Owner/Agent's a Print Contracto /Ag Name Sitrifture of Notary -St a of Florida D to Signal1?R late 8� Date c..ahrtlt CHRISTMAN MY COMMISSION # DD 188491 NOTARY PUBLIC STATE OF FLORIDA EXPIRES: February 25, 2X10'7 COMMISSION # DD376640 "XPIRES 12/5/2008 v Ft N,!,, M1.__.... ...vc,. �. ZED THRU 1 -899 -NOTARY - 0 /Agent is Personally ICrtown to Me or Contractor/Agent is _ Personally Known to Me or oduced ID �J._ �} �1�r1Z— (103��— 1�-C _ Produced ID APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2006 ENG: BLDG: 4:h 9 1 0S PI Permit Number Parcel Identification Number �64' _ _ �C�CJ- M�� Prepared by: First Choke Permit Service 1317 Hampshire Place CM. Altamonte Springs FL, 32714 Return to: &,A Q I vt,>~'n NOTICE OF COMMENCEMENT I lull, W 111 It U41 it all Il all GI uu lu till, 0 i.:i , J al, Will W lij i idui MANYANNI_ MI)I1I--, U.li-RK OF CIRCUIT WUNT SMN111 (WITY 8K 06360 Pq 1188; flpq) CLERKIS # 2006127331 RECUNI)ED 08/08/BOOS 10159112 AN RWIN))INO FEES 10.00 Rl ('t11W.D MY L Ntftiley CEMIED COPi MARYANNE'MORSE CLERK OF CIRCUIT COURT State of 1'1,04/11_ BY , TERN County of 0j A. (0 AUG 8204, 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. Description of property (legal description of the property, and street address if available) b-2 -AUQ"Ve. e LAX e- crLVyV0e- 26.62 -PGs 'I.9--1�5 6 I & i S4D 1 1 o -v" -rfa. 1, pct t-ibv f- ( , FL . 3 a-71 1 General description of improvements) &begs &" Owner information. _ Name 1kiC( L. vJa>7c1� X199 ns Telephone Number %' 76� - �o t3 Address 1 1 �1' pp'6fb�' �2s� �a� ( Fax Number Fee Simp-IAitle rHoider�if othe� han the owner-shownI ab in Property: above) Name Telephone Number Address Fax Number S. Contractor W pFyi i- ALIAr7,�tj_,•yt ,n Name Address ;t362 M>✓P.Ci�tDQ � � � �. f# ©y La,-ido , -P-1- . 3a8"a- ' 6. Surety (if any) Name Address Lender (if any) Name Address Telephone Number ID 1 Fax Number L.4o-7- 67Ft' 44oq Telephone Number Fax Number Amount of bond S Telephone Number Fax Number a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be sewed 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 :per §713.13(1)(8), "owner must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this who is personally known to me OR as identification. Fun» Rc�inu. 1/98 day of a i rl c, T�- ced 20 _610 — by 2- J7 -55-/$r- a ,lam Signature of Not ' (notarial seal must appear below) \[;RIE CHRiS71lAi,, "'0 "RYPUBLIC RATED= -'p,. C:C",gvJCZSI0N#Dn%% it, ='RES 12/.x;2:` . dC THRU 1%1.4 V-� PRODUCTS. INC. � rs�p% '� Serving Floridda 19, Since 1 55 2101 East Main Street Leesburg, FL 34748 (352) 787-6783 11 719 S. Otis Ave. Lecanto, FL 34461 (352)746-3312 0 18040 U.S. Hwy. 441 Mount Dora, FL 32757 (352)383-7135 11 2302 Meacator Dr, Unit 101 Orlando, FL 32807 (407)681-8823 POWER OF ATTORNEY I hereby name and appoint 1, - z> oe Su try mepc z of 2302 Mercator Dr.,Unit 101 Orlando,FL 32807, to by my lawful attorney-in-fact, to act for me and apply to the C t-1 `� 0 F g*dAop� Building Department for a QU( lb ► AJ it permit for work to be performed at a location cry") described as: Section: , Township , Range Lot , Block , Subdivision , 16 f E70 t, r- 0(z C -S -2 ❑ (address of Job) 5059 Ridgewood Ave. Port Orange, FL 32127 I CGl tic I (386) 788-1048 (owner of property and address) and sign my name and do things necessary to this appointment. 0 % - -- 5333 W. Hwy. 17-92 [Afl Haines City, FL 33844 KEITH BAXTER WOOD (863) 956-3441 CBC1250625 2302 Mercator Drive, Unit 101 0 Orlando, FL 32807 2300 Bruner Lane S.E Fort Myers, FL 33912 (941) 4814900 11 1404 Mercantile Court Plant City, FL 33567 (813)717-9177 SWORN TO AND SUBSCRIBED BEFORE ME THIS Z6 DAY oFHrXrCjh 2006 0 WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED CORPORATE OFFICE (type of ID) as identification. P.O. Box 491292 Leesburg, FL 34749 (352) 787-3622 NO Y PUBLI , TATE OF FLORIDA • 25 MY COMMISSION EXPIRES CARR:E CHRISTMAN MARY"IC STATE OF Fq.ORIp/- MtriISS1ON # DD376%(.., EXPIRES 12/5/2008 S VDEDTFAO i-N"v*TARYt DAVID-lOtiNSON, CFA. ASA FJy � Iq PROPERTY '9 �'3 3f1) APPRAISER SEIvlINOLE COUNTY FL..64 1101E. FIRST ST" SANFORD, FL 32771.1466 657 407.665-7506 ,g ?r. r'! 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-0620 Number of Buildings: 1 Owner: WIGGINS WANDA W & DAVID C Depreciated Bldg Value: $128,326 Mailing Address: 161 BRISTOL FOREST TRL Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $40,000 Property Address: 161 BRISTOL FOREST TRL SANFORD 32771 Land Value Ag: $0 Subdivision Name: PRESERVE AT LAKE MONROE Just/Market Value: $168,326 Tax District: S3-SANFORD-WATERFRONT REDVDST Assessed Value (SOH): $126.309 Exemptions: 00 -HOMESTEAD Exempt Value: $25.000 Dor: 01 -SINGLE FAMILY Taxable Value: $101,309 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,088 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,948 WARRANTY DEED 11/2003 05126 0264 $147.500 Improved Yes Save Our Homes (SOH) Savings: $140 2005 Taxable Value: $97,630 Find Comparable Sales within this Subdivision 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 40.000.00 $40.000 LOT 62 PRESERVE AT LAKE MONROE PB 62 PGS 12-15 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2003 6 1,552 1,982 1,552 CB/STUCCO $128,326 $130,280 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 30 Appendage / Sgft GARAGE FINISHED/ 400 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits 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. NON -HEATED GLASS ROOM AFFIDAVIT Re: Permit Number: Owner's Name: - .r S Property Address: _ 161 ri S in >�rj✓2&f % `c-rc:4 , 3=�1,71 Contractor's Name: UHITC A I_i/I 4-v1 Contractor's Telephone Number: q Z - 6' %- being the owner of the above referenced property for which a glass room permit is being issued, do acknowledge that the aforementioned glass room will neither be heated nor cooled. Should I decide to either heat or cool the glass room, I will comply with the Florida Efficiency Code for Building Construction, including submitting energy calculation forms and installing the appropriate insulation, _ Signature _/0 State of Florida County of`�(�� The foregoing instrument was acknowledged before me This 4" y of ' ( 20 U, by u(0 i who is personally known or produced ID: Type of ID: FL_DL- 12,,Y C Notary Public: r r -SIE CHRiS I / -Y I781iC STATE G n< 'ON # Dn SES 1215;* 136&4. PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 62, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I' - 30' GRAPHIC SCALE 0 15 30 14.5 N &c, NOTE: Q& THE FINISHED FLOOR ELEVATION OF THIS G STRUCTURE MEETS OR EXCEEDS THE �C� THE REQUIREMENTS SET FORTH IN THE P PI CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). cFH 1- s S S�Qj 11,59 12.1 SS( 40. _ 7 `tC `\ �� O, 9(,1- Off• LOT 61 -�D OpQD /!,��, P \ 'J ae ^VAP Sp J� O 13.8 �P2 V 2P i r � h , q i i( 14� �n 1 D l ~h CS+ gllf 'Y!'fQq AESo lys1 ' OO . A 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 01-1-03, 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. I HAVE EXAMINED THE FA.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 ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 62 BEING S 54'2311" E PER PLAT. AND CAP ® FNDp662- IRON7;0 (FIELD DATE:) 6/6/03 � REVISED: SCALE: I" = 30 FEET Revise Certs 11-4-03 APPROVED BY: WRM – – RIGHT OF WAY LINE LB /66 (10/07/03) FINAL 10-7-03 CKB JOB N0. ASM39676 FORMBOARD 06-13-03 CKB PLOT PLAN 04-01-03 CKB DRAWN BY: LOT Fli 12-12-02 CKB -TO. O ( sp• 6 j?oPos n /� � 1 `�:. C. vl ��'t G �d^(c^ � ^, 0 /`^p Lam• /� '�<v•, LOT 63 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: The Mortgage Firm d/b/a Alternative Mortgage Solutions Wanda W. Wiggins Commerce Title Company Commerce Title Insurance Company AMERICAN SURVEYING & MAPPING 0 EAST SOUTH STREET, SUITE ORLANDO, FLORIDA 32501 (407) 426-7979 10-10-03 FOR THE (4PSMA14 FIRI A SCATEL DATE LEGEND AND CAP ® FNDp662- IRON7;0 � — ' . . . . — BUILDING SETBACK LINE – CENTERUNE Q FIND NAIL AND DISC – – RIGHT OF WAY LINE LB /66 (10/07/03) EXISTING ELEVATION ® LBD11/2- I N ROD AND CAP CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS zS DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C. B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W S/W CONCRETE WALK SIDEWALK TYP TYPICAL A/C AIR CONDIT1044ER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C ^HOP.D LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION RRADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND 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 AMERICAN SURVEYING & MAPPING 0 EAST SOUTH STREET, SUITE ORLANDO, FLORIDA 32501 (407) 426-7979 10-10-03 FOR THE (4PSMA14 FIRI A SCATEL DATE 1 1 8' 2"----j vZi C 2x3 LN LOW -E --0 F FULL SH n 20 r P 20 U3 WHITE GLASS ROOM W/ELECTRIC OSM CLEAR LOW -E REMOVEABLE SCREENS START 13" OFF CORNER NEW CONCRETE 4" NOM 3000 PSI W/FIBREMESH VAPOR BARRIER & TERMITE TREAT W/FOOTER ATTACH TO FASCIA (SHINGLE FLASH) OVERHANG",_ 2 PRO -FAB SOFFIT F"F"IT" 0 o I ' NEW PRO -FAB ROOF 5" 10'x 20' uj z LL cq cn m (n Mx x x x x NN C4 N 04 Xcn x x 04 N 2x3 50 1/2" 50 1/2" 24'INSUL EMB K -PLATE 20 _j 0 1xj _j Z 20 U3 u-- Mr _ Mr & Mrs David Wiggins 161 Bristol Forest Trail Sanford Fl 3.2771 GLASS & MODULAR ROOMS INTERIOR BEAM (SEE TABLES 36.1.4) r H SECTION 313 HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 36.1.5) _ HOST STRUCTURE OR FOURTH WALL FRAME - USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA. FL 32121 TELEPHONE: (366) 767-4774 FAX: (366) 767.6= I O COPYRIGHT NOT TO 8 REPRODUCED PAGE PR`ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 313-1 I SECTION 36 GLASS & MODULAR ROOMS EDGE BEAM (SEE TABLES 36.1.1, 313.1.2&313.1.3) 'LW' FOR MAX. H" / UPRIGHT HEIGHT (h) 1" x 2" 'k-- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 313-70, 71, 72) TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'p/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) LU O.H. F- U SOLID ROOF � NO MAXIMUM (ELEVATION SLAB OR GRADE) P =PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES 1. ANCHOR 1"x 2" OPEN BACK EXTRUSION W/ 1/4"x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3B.1.4 USING P/2 4. ANCHORS BASED ON_120,MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 140 150 '#8 #10 #12 1 #12 TYPICAL GLASS ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (388) 787558 PAGE ® COPYRIGHT 2884 313-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. GLASS & MODULAR ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SECTION 3B ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER ATTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. ;IDE WALL GIRT ATTACHED 1 " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ,ONCRETE W/ 1/4" x 2-1/4" :ONCRETE / MASONRY ANCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND ✓ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (368) 767-4774 FAX: (386) 767 -GM ® COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 313-13 SECTION 313 COMPOSITE ROOF PANELS: (4) 1/4"x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2"x 2" OR 2"x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES GLASS & MODULAR ROOMS RISER PANELS ATTACHED PER CHAPTER 7 .'.'.'.:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 1 TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA,•FL 32121 TELEPHONE: (388) 767-4774 FAX: (388) 7678558 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR Qa 6" FROM EACH POST AND 24" O.C. (MAX.) PAGE © COPYRIGHT 2864 313-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. GLASS & MODULAR ROOMS SOLID COVER EDGE BEAM (SEE TABLES 313.1.1, 36.1.2, 313.1.3) CHAIR RAIL (SEE TABLES 36.2.1, 38.2.2) ADDITIONAL STUDS MAY BE )DED TO ADJUST CHAIR RAIL TO MAX. SPAN MINIMUM SLAB (SEE DETAIL) MAXIMUM WIDTH = EDGE BEAM SPAN VARIES SECTION 3B VARIES WINDOW HEADER (SEE TABLES 36.2.1, 3B.2.2) MINIMUM SHEETING: ONE SIDE 0.040" ALUMINUM OR 1/2" CDX PLYWOOD ALTERNATE SHEETING: 0.024" ALUMINUM BOTH SIDES VARIES TYPICAL ELEVATION GLASS ROOM WALL SCALE: 3/8" = 1'-0" WINDOW HEADER ANGLE (1) SIDE OR BLIND SCREW WINDOW ADDITION ANCHOR W/ MIN. #10 x 1" S.M.S. Q 6" FROM EACH CORNER AND 16" O.C. MAX. ALUMINUM EXTRUSION CHAIR RAIL KICK PLATE I VARIES VARIES VARIES TYPICAL ELEVATION GLASS ROOM WALL SCALE: 3/8" = V-0" NOTE: FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE 1" x 2" x 0.044" MATED W/ 2" x 2"x EXISTING OR 2"x 2" x 0.044" MATED WITH 2" x 2"x EXISTING Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 787.6M I © NOT TO BE REP ODUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 PAGE 313-3 I GLASS & MODULAR ROOMS CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM: AS MIN. SHEET ONE SIDE W/ 0.040" ALUMINUM COIL FOR SCREEN ROOM OR BOTH SIDES W/ 0.024" COIL FOR GLASS ROOM USE STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING SECTION 36 SOLID ROOF WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADE W/ #10 x 3/4" TEK OR S.M.S. @ 6" FROM EACH END AND 12" O.C. MAX TOP AND BOTTOM GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS e a. C m n $ a e 4' GLASS ROOM WALL SECTION SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 C) COPYRIGHT 2804 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3B-5 .v 4 C e SECTION 36 SOLID ROOF WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADE W/ #10 x 3/4" TEK OR S.M.S. @ 6" FROM EACH END AND 12" O.C. MAX TOP AND BOTTOM GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS e a. C m n $ a e 4' GLASS ROOM WALL SECTION SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 C) COPYRIGHT 2804 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3B-5 GLASS & MODULAR ROOMS I SECTION 313 Table 38.1.1-120 ;Allowable Edge ' earn, Spans - Hollow Extrusions Giass'8 Modular Rooms M For 3 second wind gust at 120 MPH velocity; using design load of 27 #/SF (43 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Spa 'V / bendin9 Width (ft.) 1 8 2 Span 3 Span p p 'b' or deflection V) 4 Span Max. p Cantilever Load Max. Spa V / bendln Width (ft.) 1 an 3 Span 8 2 S p p 'b' or deflection'd' 4 Span Max. p Cantilever 5 T-11" d 4'-8" b 4'-6" b 1'-0" d 5 4'-2" d 5'-1" b 4'-11" b 1'-1" d 6 T-9" d 4'-3" b 4'-1" b 0'-11" d 6 T-11" d 4'-8" b 4'-6" b 1'-0" d 7 3'-6" b T-11" b T-10" b 0'-11" d 7 3'-9" d 4'-4" b 4'-2" b 0'-11" d 8 T-3" b 3'-8" b T-7" b 0'-10" d - 8 T-7" d 4'-0" b T-11" b 0'-11" d 9 T-1" b 3'-6" b 1 3'-4" b 0'-10" d 9 T-5" b T-9" b 3'-8" b 0'-10' d 10 T-11" b T-3" b T-2" b 0'-10" d 10 3'-3" b T-7' b 3'-6" b 0'-10" d 11 T-10" b T-2" b 3'-0" b 0'-9" d 11 -1" b T-5' b 3'-4" b 0'-10" d 12 2'-8' 3" x 2" x 0.045" b T-0' b T-11" b 0'-9" d 12 �2%11* 3" x 2" x 0. b T-3" b T-2" b 0'-10" d Load Max. Spa 'L' /(bonding Width (ft.) 1 6 2 Span 3 Span p p 'b' or deflection V) 4 Span Max. p Cantilever Load Max. Spa 'L' / bendin Width (R.) 1& 2 Span 3 Span p p 'b' or deflection 'd 4 Span Max. p Cantilever 5 4'-6" d 5'-6" d 5'-5" b 1'-2" d 5 5'-0" d 6'-3" d 6'-4" d 1'-3" d 6 4'-3" d 5'-1" b 4'-11" b 1'-1" d 6 4'-9" d 5'-10" d T-10" b 1'-2" d 7 T-11" d 4'-9" b 4'-7" b 1'-0" d 7 1 4'-6" d T-7" d 5'-5" b' 1'-2" d 8 T-10" d 4'-5" b 4'-3" b 0'-11" d 6 4'4" d 5'-3" b VA" b 1'-1" d 9 T-8" d 4'-2" b 4'-W b 0'-11" d 9 4'-2" d 4'-11' b 4'-9" b 1'-1" d 10 3'-6" b T-11" b T-10" b 0'-11" d 10 T-11" d 4'-8" b 4'-6" b 1'-0" d 11 3'4" b 3'-9" b 1 3'-8' b 0'-10" d 11 T-10" d 4'-6" b 4'4" b 0'-11" d 12 T-3" Pb T-7" b 3'-6" b 0'-10" d 12 T-9' d 4'-3" b 4'-2" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Max. Spa V/ bendin Width (ft.) 1 & 2 an Span 3 S p p 'b' or deflection 'd' 4 S Max. an p Cantilever Load Max. Span 'L' / bendlng Width (ft.) 1& 2 Span 3 Span 'b' or deflection 'd' Max. 4 Span Cantilever 5 5'-7" d 6'-3" b 6'-1' b 1'-5" d 5 7'-2" b 8'-0" b 7'-9" b 1'-10" d 6 .5'-2" b 5'-9" b 5'-7" b t 1'4" d 6 6'-7" b 7'4" b T-1" b 1'-9" d -� 7 4'-9" b 5'4" b —5'-2" b 1'-3" d 7 6'-1" b 6'-9" b 6'-7" b 1'-8" d 8 4'-5" b 4'-11" b 4'-10" b 1 1'-2" d 8 5'-8" b 6'4' b 6'-2" b 1'-7" d 9 4'-2" b 4'-8" b 4'-6' b 1'-2" d 9 5'4" b 5'-11" b 5'-9" b 1'-6" d 10 T-11' b 4'-5" b 4'4" b 1'-1" d 10 VA" b 5'-8" b 5'-6" b 1'-5" d 11 T-10" b 4'-3" b 4'-1' b 1'-1" d 11 4'-10" b 5'-5" b 5'-3' b 1'-5" d 12 T-8" b 4'-1" b 3'-11" b 1'-1' d 12 4' 8" b 5'-2' b 5'-0" b 1'-4" d r 1oies.. 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 767.4774 FAX: (MG) 767-6556 ® COPYRIGHT 2004 PACE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. 1 313-31 SECTION 3B I GLASS & MODULAR ROOMS Table 313.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans For Glass & Modular Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity: using design load of 18 #ISF Sections 3'-0" 3'-6" Tributary Load Width `W'= Purlin Spacing 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" 7'-8" 2" x 2" x 0.044" Hollow 6'-10" d 6'-6" d 6'-2" d 5'-11" d 5'-8" b 5'-5" b T-2" b 5'-0'- b 4'-10" b 4'-8" b 2" x 2" x 0.055" Hollow 7'-3" d 6'-10" d 6'-7" d 6'4" d 6'-1" d T-11" d 5'-8" b 5'-6" b 5'-3" b 5'-1" b 3" x 2" x 0.045" Hollow 7'-9" d 7'4" d 7'-0" d 6'-9" d 6'-6" d 6'-0" d 6'-2" d 5'-11" d 5'-9" b 5'-7" b 3" x 2" x 0.070" Hollow 8'-8" d 8'-3" d 7'-11" d 7'-7" d 7'4" d 7'-1" d 6'-11" d 6'-9" d 6'-7" d 6'-5" d 2" x 3" x 0.045" Hollow 9'-7" d 9'-1" d 8'-7" b 8'-1" b 7'-8" b 7'4" b T-0" b 6'-9" b 6'-0" b 6'-3" b 2" x 4" x 0.050" Hollow 12'-5" d 11'-9" b 11'-0" b 10'4" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'4" b 8'-0" b 2" x 5" x 0.050" S.M.B. 17'-2" d 16'7 d 157-7" d 15'-0" d 14'-3" b 13'-7" b 13'-0" b 12'-6" b 12'-1" b 11'-8" b 2" x 6" x 0.050" S.M.B. 20'-1" d 19'-1" d 18'-3" d 17'-5" b 1676" b 15'-9" b 15'-1" b 14'-6" b 13'-11" b 13'-6" b 2" x 2" x 0.044" Snap 7'-8" d 7'-4" d 6'-11" d 6'-9" d 6'-6" d 6'-3" d 6'=1" d 5'-11" d 5'-9" b 5'-7" b 2" x 3" x 0.045" Snap 10'4" d 9'-10" d 9'-5" d 9'-1" d 8'-8" b 8'4" b T-11" b T -B" b 7'4" b 7'-1" b 2" x 4" x 0.045" Snap 1 13'-1" d 12'-5" d 11'-11" d 11'-3" b 1 10'-8" b For 3 second wind aunt at 12n MPH valn"M..• ...I..n I.. I-- ism -.r -2e mice 10'-2" b 9'-9" b 9'4" b 8'-11" b 8'-8" b Sections 3'-0" 3'-6" Tribute Load Width `W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6'-8" Allowable Height 'H' I bending 'b' or deflectlon 'd' 7'-0" 2" x 2" x 0.044" Hollow 6'-5" di 6'-1" d 5'-9" b 1 5'-5" b 5'-2" b 4'-11" b 1 4'-8" b 4'-6" b 4'4" b 4'-3" b 2" x 2" x 0.055" Hollow 6'-9" d 1 6'-5" d 6'-2" d 5'-11" d 5'-8" b 5'4" b 5'-2" b 4'-11" b 4'-9" b T-7" b 3" x 2" x 0.045" Hollow T-3" d 1 6'-10" d 6'-7" d 6'4" d 6'-1" d 5'-11" b T-8" b 5'-5" b 5'-3" b 5'-1" b 3" x 2" x 0.070" Hollow : 8'-1" d 1 7'-9" d 7'-5" d . 7'-1" d 6'-10" d 6'-8" d 6'-5" d 6'-3" d 6'-1" d 5'-11" d 2" x 3"x 0.045" Hollow 8'-11" d 8'4" b -T-9" b+7'-4" b 6'-11" b 6'-8" b 6'4" b 6'-1" b 5'-11" b 5'-8" b 2" x 4" x 0.050" Hollow 11'-6" b 10'-B" b 9'-11" b 9'-5" bi 8'-11" b 8'-6" b 8'-1" b T-10" b 7'-6" b 7'-3" b 2" x 5" x 0.050" S.M.B. 16'-1" d 15'-3" d 14'-5" b 13'-7" b 1 12'-11" b 12'4" b 11'-9" b 11'4" b 10'-11" b 10'-7" b 2" x 6" x 0.050" S.M.B. 18'-10"d 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" b 12'-8" b 12'-2" b 2" x 2" x 0.044" Snap 7'-2" d 6'-10" d 6'-6" d 6'-3" d 6'-1" d 5'-10" b 5'-7" b 5'-5" b 5'-2" b 5'-0" b 2" x 3" x 0.045" Snap 9'-8" d 1 9'-3" d 87-10" b 8'4" b 7'-10" b T-6" b 7'-2" b 6'-11" b 6'-8" b 6'-5" b 2" x 4" x 0.045" Snap 12'-3" d 1 11'-6" b 1 10'-9" b 10'-2" b 1 9'-8" b 9'-2" b 8'-9" bi 8'-5" b 1 8'-2" b T-10" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6558 PAG�13-48 ® COPYRIGHT 2084 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS WINDOW & DOOR LOADINGS SECTION 36 ' o NOTES: ' 1. FOR PARTIALLY ENCLOSED DESIGN LOADS h MULTIPLY PRESSURES LISTED BELOW BY 1.31. 2. FOR "C" EXPOSURE MULTIPLY PRESSURES LISTED BELOW BY LOAD MULTIPLIERS LISTED a IN TABLE 36-C. Least Horizontal Dimension ;a� . Na 6-3C Enclosed Structures ASCE 7-98 Section 9.5 Method 2 - Analytical Procedure Results Ov R- W I.,ob ) S 2-7-d z64 Gable 0 to 10' Design Pressure PSF Location Zone Effective Wind Area SF 90 100 MPH Basic Wind Speed V P (MPH) 110 120 130 140 150 160 Roof 1 10 6 -15 7 -18 9 -22 11 -26 12 -30 14 -35 16 40 19 46 20 5 -14 7 -17 8 -21 9 -25 11 -29 13 -34 15 -39 17 117 44 50 5 -14 6 -17 7 -20 9 -24 10 -29 12 -33 14 -38 16 43 2 10 6 -24 7 -30 9 -36 11 43 12 -51 14 -59 16 -66 19 -77 20 5 -22 7 -27 8 -32 1 9 -39 11 45 13 -53 115 -60 -69 50 5 -18 6 -23 7 -27 9 -32 10 -36 12 44 14 -51 16 -58 3 10 6 -37 7 45 9 -55 11 -65 12 -77 14 -89 16 -102 19 -116 20 5 -31 7 -38 8 46 9 -54 11 -64 13 -74 15 -85 17 -97 50 5 -22 6 --27 7 -33 9 -39 10 46 12 -53 14 -61 16 -69 Gable 10' to 30• 90 100 1 110 120 130 1 140 150 160 1 10 8 -13 10 -16 13 -20 15 -24 18 -28 20 -32 23 -37 27 42 20 8 -13 10 -16 12 -19 14 -23 16 -27 19 -31 22 -35 25 40 50 7 -12 8 -15 10 -18 12 -22 14 -26 16 -30 18 -34 21 -39 Roof 2 10 8 -28 10 -35 13 42 15 -50 18 -59 20 -68 23 -78 27 -89 20 8 -26 10 -32 12 -38 14 46 16 -54 19 -62 22 -71 25 -81 50 7 -22 8 -27 10 -33 12 -39 14 46 116 -53 18 -61 21 -69 3 10 8 -28 10 -35 13 42 15 -50 18 -59 20 -68 23 -78 27 -89 20 8 -26 10 -32 12 -38 14 46 16 -54 19 -62 22 -71 25 -81 50 7 -22 8 -27 10 -33 12 -39 14 46 16 -53 18 -61 21 -69 h*< 60' 90 100 110 120 130 140 150 160 'Wall 4 . * 10 15 -16 18 -19 22 -24 26 -28 30 -33 35 -38 40 44 46 -50 V 20 ... 14 -15 17 -19 21 -23; 25' -27 29 -32 34 -37 39 42 44 '50" 13 -14 16 -16 20 -21 23 =25 127 -30 32 -35 36 40 141 48 45 100 12 -14 15 -17 18 -20 22 -24 26 -28 30 -33 34 -38 139 43 .'...- 5 I 10 15 -19 18 -24 22 -29 26 -35 , 30 -41 35 -47 40 -62 20 14 -18 17 -23 21 -27 25.. -32 29 -36 34 44 39 -58 t --SO 13 -16 16 -20 20 -25 23 -297127 -34 32 40 36 112 J-442qQ -52 100 -15 15 -19 18 -23 22 -27 26 -32 30 -37 34 -48 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 767 -OW © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-29 Florida Department of Community Affairs Building Code Approvals Application #: Date Submitted: Product Manufacturer: Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code: Certification Agency: Date Validated: Performance level of the product and conditions or limitations of use: FL153 09/18/2003 Custom Window Systems, Inc. Windows Horizontal Slider Certification Mark or Listing Section Standard Year ANSI/AAMA/WDMA 1997 101/IS2-97 Keystone Certifications, Inc. 09/18/2003 6200 Horizontal Sliding Window HS - C35 7202; 7000 SPS Horizontal Slider HS -C40 121 x67; 7000 Horizontal Slider HS -C40 7505 OX Application Status: Approved Number of Anchors Design Design Window Window Across Across Pressure Pressure Width H i ht Head& Sill Jambs Ne P 30.000 36.000 3 2 -77.00 +35.00 30.000 48.000 3 2 -68.25 +35.00 30.000 54.000 3 3 -65.33 +35.00 30.000 60.000 3 3 -63.00 +35.00 30.000 72.000 3 3 #N/A #N/A 36.000 36.000 3 2 -70.00 +35.00 36.000 48.000 3 2 -58.33 +35.00 36.000 54.000 3 3 -58.33 +35.00 36.000 60.000 3 3 -56.00 +35.00 36.000 72.000 3 3 -46.67 +35.00 42.000 36.000 4 2 -65.00 +35.00 42.000 48.000 4 2 -56.25 +35.00 42.000 54.000 4 3 -53.33 +35.00 42.000 60.000 4 3 -51.00 +35.00 42.000 72.000 4 3 -46.67 +35.00 48.000 36.000 4 2 -61.25 +35.00 48.000 48.000 4 2 -52.50 +35.00 48.000 54.000 4 3 -49.58 +35.00 48.000 60.000 4 3 -47.25 +35.00 48.000 72.000 4 3 -40.83 +35.00 54.000 36.000 4 2 -58.33 +35.00 54.000 48.000 4 2 -46.67 +35.00 54.000 54.000 4 3 -46.67 +35.00 54.000 60.000 4 3 -43.56 +35.00 54.000 72.000 4 3 -36.30 +35.00 60.000 36.000 4 2 -50.40 +35.00 60.000 48.000 4 2 -42.00 +35.00 60.000 54.000 4 3 -43.56 +35.00 60.000 60.000 4 3 -39.20 +35.00 60.000 -- - "72.000 4 1 3 -32.67 +32.67 66.000 36.000 4 2 -41.65 +35.00 66.000 48.000 4 2 -38.18 +35.00 66.000 54.000 4 3 -39.60 +35.00 66.000 60.000 4 3 -35.64 +35.00 66.000 72.000 4 3 -29.70 +29.70 72.000 36.000 6 2 -35.00 +35.00 72.000 48.000 6 2 -35.00 +35.00 72.000 54.000 6 3 -35.00 +35.00 72.000 60.000 6 3 -35.00 +35.00 72.000 72.000 6 3 -30.00 1 +30.00 4 NOTES ON COMPARATIVE ANALYSIS & ANCHOR CALCULATIONS: (1) CALCULATIONS DERIVED FROM TESTED UNIT, TEST REPORT # NCTL-210-2863-1. (2) TESTED UNIT WAS "XX", 72" x 72", USING 3/16" (5mm) ANNEALED GLASS. (3) NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS (psO & GLASS CHART FROM ASTM E-1300. (4) POSITIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS (psQ &MAX. WATER TEST PRESSURE. (5) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE, NOT TOTAL QUANTITY. (6) ANCHORS AT TOP AND BOTTOM OF INTERLOCK ARE 2 TOTAL. ONE ANCHOR AT 2" FROM EITHER SIDE OF CENTER INTERLOCK, ON WIDTHS GREATER THAN 42". (7) MAX. SPACING AT HEAD OR SILL CORNER IS 6". (8) MAX. SPACING AT JAMB CORNER IS 6" (9) MAX. SPACING ACROSS HEAD OR SILL IS 14". (10) MAX. SPACING ACROSS JAMBS IS 20". 2.000-- T I-- 2.000 -i fl- EXTERIOR ELEVATION STOM WINDOW SYSTEMS, INC. OCALA, FLORIDA 6200 :ALUMINUM HORIZONTAL SLIDING V GENERAL NOTES FORT ATION INSTRUCTIONS ENGINEER MARK A. SMITH DRAWN BY: MCL DATE 05/14/03 DISCIPLINE CIVIL SCALE: N.T.S. OWG- NOCWS_004 FL. REG. NO' REV.LETTER. SHEET 55511 1 OF 4 PREPARED BY FENESTRATION CONSULTING SERVICES 3611 MONAD ST., NORTH PORT. FL. 34286 PH 941423-7518 MEMBER Br Or`MCRS �..�"a"wc CAULK BCIVCCN — I DOv FIARGC 6 SCREEN CNCLOSURE V7Nwv rRANC MCAD VINDOv MCIGHT GLAZING {7TP,) VINDOV FRANC SILL ANCHOR CAULK BCTVECN ':INDOV FLANGE 6 SCREEN ENCLOSUrS V/VULKCN 116 ADNCSIVC CAULK 91 SCrMEC-MORCMEAO SHOS00 ADHESIVE CAULK ALUMINUM SCRCIR ENCLOSURC —/ NCM/CR IT O7.ERS PB INSTALLATION SCREV ANCNaR SHIM AS RCO'0. (SCC NOTCS) BUCK MCIG(T SECTION A—A v�• ruK. J SHIH SPACE SHIM AS RCO'4 (SCC NOTCS) A ` EXTERIOR ELEVATION OX, OR XO l A EXTERIOR ELEVATION * XOOx ( �Q /'� 6 S� CENT f♦ly i' INN DA D•`ll. L11, �M �� 7j��Tj�jTj��i+ CT'�" �I d l�A3t�s 1SxtiJshNsv�ln , ol't MASM ME# yy BUCK WIDTH 1/4' PM K. $NIM SPACE GLAZING (TTPJ7 ---- "NUN SCRCCN ,SURE R BY OTHERS —we INSTALLATION SCREV ANCHOR SHIM AS RED D. (SEC NOTES) VINeOV FRAME JAMB CAULK BETVCEN VINDOV FLANGE . VINOOV VIDTN SCREEN ENCLOSURE SECTION B—B MOILS, 1) VINOOV FRAME MATCRIAL ALUMINUM ALLOT 6063. 21 ALL FACTORY APPLICO HOLES IN HEAD 6 JAMBS SHOULD BE FILLED WITH Re SCREVS. PLACE AD SCREV ANCHORS 6' FROM CORMERS MAX. 6 24' OC. MAX. 10 SCREVS IN SILL SHOULD BE PLACED Ila' CC. 37 CAULK BEHIND VINOOV FLANGE E HEAD 6 JANIS VITH LATCK CAULK 6 0 SILL WITH VULKCM 116 ADHESIVE CAULK OR SCHNCE-MOIREHEAD SHMOO ADHESIVE CAULK. APPLICATIC14 OF CAULKS 6 SCALAR75 MUST COMPLY VITH SEALANT MANUFACTURCRS RECOMENDATIONS Al GLASS THICKNESS MAY VARY PER TMC REOUIRENCNTS Or ASTM C1300 GLASS CHARTS. SINGLE GLAZING IS SHUVN INSULATING GLASS IS ALSO QUALIFIED. 71SMIM AS RCO'O. AT EACH INSTALLATION ANCHOR VITM 1pAp BCARING SNEK MAX ALLOWABLE SHIM STACK TO RE 1/4'. USE SHIMS WHERE SPACE IS GREATER MAN 1/16'. 61INSTALLATION AS STATED HEREIN COMPLICS VITH THE FLORIDA BUILDING CODE. DESIGN PRESSURE CAPACITY= 40.0 PSF CUSTOM WINDOW SYSTEMS, INC. OCALA, FLORIDA rino SERIES 7000�HR INSTALLATION DETAIL IN ALUMINUM PORCH ENCLOSURE — CArAKCR'MANUCL MARTINEZ I "" BB ` 2/27/02 D1ttIrLIKc. CIVIL scAlc• N.T.S. D"G"`CwS0118 ,n rL ACI, MD 47182 ACV. uric* SKE1. 1 OP 1 N(hRP Pn ItlAS1 K(rYG1 CDN- TH WK -1.8- •.P. NR aM. wo MO( Hl vmy l fu M2 NS.— SCREEN ENCLOSURE MEMBER BY OTHERS CAULK BETWEEN VINDOW FLANGE d SCREEN ENCLOSURE 0 8 SHEET METAL SCREW INSTALLATION SCREW ANCHOR WINDOW HEAD I WINDOW FRAME SILL I SCREEN ENCLOSURE MEMBER BY OTHERS CAULK BETWEEN WINDOW FLANGE 8 SCREEN ENCLOSURE >f 8 SHEET METAL SCREW INSTALLATION SCREW ANCHOR CAULK BETWEEN WINDOW FLANGE 6 SCREEN ENCLOSURE SCREEN ENCLOSURE MEMBER BY OTHERS SECTION B - B 125 MAX. SHIM SPACE .b_T------ WINDOW WIDTH 125- MAX. SHIM SPACE MAX. SHIM L-JVAINMDBOW FRAME SECTION A -A SPACE —.125 ' NOTES: (1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE. (2) WINDOW AND VENT MATERIAL SHALL BE 6063-T5 ALUMINUM. (3) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/8". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. (4) #8 x 0.750 SHEET METAL SREW ANCHORS MUST BE USED IN TWO PARALLEL ROWS. ONE ROW IN THE INSIDE TRACK OF THE FRAME AND ONE ROW IN THE OUTSIDE FACE OF THE FRAME FLANGE. (5) MAX. ALLOWABLE SPACING OF 98 SHEET METAL SCREWS. WITHIN 6" FROM EACH CORNER, 14- ACROSS HEAD & SILL. AND 20" ALONG JAMBS. (6) CAULK BEHIND FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. (7) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO WINDOW CONTROL GALVANIC CORROSION. HEIGHT (6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR ANCHOR QUANTY. (9) GLASS THICKNESS MAY VARY PER ASTM E-1300 GLASS CHART REQUIREMENTS. SINGLE GLAZED SHOWN. INSULATED GLASS ALSO QUALIFIED. (10) JAMB / SILL CORNERS AND ALL ANCHORS TO BE SEALED WITH SMALL JOINT SEAM SEALANT. (11) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. (12) SEE SHEET 1 OF 4 (GENERAL NOTES) FOR DESIGN PRESSURES (PER COMPARATIVE ANALYSIS) AND ANCHOR QUANTITIES. NOTE: DOUBLE ANCHOR QUANTITIES FOR IIB FASTENERS PER NOTE Ifo ABOVE. �CUS—1 N 8 SHEET METAL SCREW INSTALLATION SCREW ANCHOR x 8 SHEET METAL SCREW INSTALLATION SCREW ANCHOR CAULK BETWEEN WINDOW FLANGE 8 SCREEN ENCLOSURE EXTERIOR ELEVATION 1M WINDOW SYSTEMS, INC. OCALA, FLORIDA "'LE' SERIES 6200'ALUMINUM HORIZONTAL`SLIDI_NG WINDOW INSTALLATION INSTRUCTIONS IN ALUMINUM TUBE FRAMING' ENGINEER: MARK A. SMITH DRAWN BY. MCL DATE 05/14/03 DISCIPLINE. CIVIL SCALE N T.S. OWG. NOCVVS-004 FL REG. NO.: REV LETTER. SHEET 55511 4 OF 4 11 MONAD ST.. NORTH PORT. FL 34286 PH 941-423-7518 FAX 941-423-2420 11 Florida Department of Community Affairs Building Code Approvals Application #: Date Submitted: Product Manufacturer: Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code Certification Agency: Date Validated: Performance level of the product and conditions or limitations of use: FL161 09/18/2003 Custom Window Systems, Inc. „Exterior Doors Swinging Certification Mark or Listing Section Standard Year ANSI/AAMA/WDMA 1997 101 /IS2-97 Keystone Certifications, Inc. 09/18/2003 Guardian Balcony Entry Door HGD- LC40 37x81 Application Status: Approved 'App/Segproduct Model #.or Name. Model Description 1 1161.1 :Guardian �_, _, _ ^T -� jBalcony Entry Door ALUMI" SCRCEM ENCLOSURE MENDE BY OT -EPS CALLK BETWEEN DDDR FLANGE 6 SCREEN ENCLOSU DOOR FRANC HEAD CK TEP.IOK I IERIPCTCCAULK BY OTNERS KB INSTALLATION SCREW ANCHOR SHIM AS RCO'O (SEC NOTCS) DOOR FRANC SILL L�^T Q Q Q Q a Q Q Q Q Q Q Q Q LIBERALLY APPLY CAULK OR SET SILL IN CONCRETE OR MASONRY INSTALLATION ANCHOR CONCRETE OR HAS", ]/16. OIA LPCON B1 011.1 SECTION A— I-I/41 1/.' MAK. SHIM SPACE DOOR HEIGHT MIN EMBEDMENT F-. DOOR WID-.H BUCK vID:H FSu.4, MAX jPA( DOOR fRAME JAMB EXTERIOR Ae INSTALLATION SCREv ANCHOR AB SCREW ADDITIONAL ' LOCA 111 1 EA HINGE $-IN AS REO'0 "EC N'JTCS) ALUMINUM S-PCCM ENCLOSURE MEMBER 11 OTHERS �— CAULK BETWEEN DCBE FLANGE / SCREEN ENCLOSURE S,LCTION NOTES Ill DOOR FRANC MATERIAL ALUMINUM ALLOY 6063 2) CAULK BEHIND DOOR FLANGE I HEAD t JAM" WITH LATEX CAULK APPLICATION OF CAULKS 1 SEALANTS MUST COMPLY WITH SEALANT MANUFACTURERS RECOMENOATIONS 31 19 INSTALLATION SCREW ANCHORS 2 :CAD 1 JAMBS TO BE PLACED 6' FROM CORNERS 1 24' OC MAK 48 SC PEWS TO BE USED (1) AT CA HINGE E (21 AT DEADBOLI STPIF.0 PLATE l21 AT CYLINDRICAL LOCK SIRILE PLATE U 3/16' DIA. CONCRETE SCREW ANCHGRS I SILL :VST BE OF SUFFICIENT LENGTH 10 ACHIEVE M!N. EMBEDMENT Of 1-1/4' INTO MASONRY OR CONCRETE. MAX. ALLOWABLE SPACING BETWEEN ADDITIONAL ANCHOR TAPCONS TO BE 6' FROM CORNERS 1 24' O.C. MAX. LOCATIONS S) IF GLASS IS EMPLOYCD GLASS MUST BC TEMPERED INSULAIRTG GLASS AND SINGLE GLAZING ARE OUALIFIEO 61SHIM AS PCO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOVABLE SHIM STACK TO BE 1/4' USC SHIMS WHERE SPACEIS GREATER TNA. 1/16' 7) INSTALLATION AS STATED HEREIN COMPLIES WITH THE FLORIDA BUILDING CODE. ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE CAPACITY = ±50.0 PSF D.� MK.rcX 11 m", MF m. —. XM ..K— r w•.. wMT m Kir-. Y -IM v.H — --1 1.. 41 40 M SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS i EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4'x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED aQ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL '-'l EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3"= l' -O" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ::.Z . . •...... �— ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" =1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 140 1 150 #8 1 #10 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTON& FL 32121 TELEPHONE: (388) 7874774 FAX: (388) 7874558 PAGE ® COPYRIGHT 2004 7.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. RUG-24-2006(THU) 14:12 NM UGE9111819 MUO'CDlcuuot lllul U0: 11 . Dulacoubal 08/23/2006 20:12 4073260641 INTERNET DEPT 1 omrrrRV • n��n�G�lenc>rnTl,�. COMMIJNFTY A09001AT10N MANAGEMENT WIN OFFICE I Nolo WCO 611434 SOP Longp�1�a it M 9.5146 PH 111.710.5100 . FAX /117.700.701 IREVANDCQUIM sol w..%�ry�paic August 22 2006 PotJ0t0a Fl 5715!•J517 1 IM7i1•p1.1150 i FARJtI.07tiSP/1 ; CIFRMDNT Dave Wiggins 1145 t9 161 Bristol Forest ?rail rim FL 31111'1111 ( Sanford, F132771 PN SS7•1434IRM . FA7I751�/7�S9T A AIIVENS I Re: Architectural Review Board (ARS) Approval 17577 Nom Dd11n� �aw 127 i p� ]7901.717! • U1.2 o,,, ! Doan Homeowner: GIC06IA - VOC31Fb F5 611 I est for the installation of a be advised that you must conform to all d m Thank you .for submitting y0819 Tegncst. 7oote�llN PN/SWO.1951 . FeR�a1•/fe•eSa1 Toe ArchitccNrnl Review Board has JACOONVIttE I OX -1 R glass room at rear of bousc. PI ease 1100HFNLIFAMM . , aF'kO7w.S7IR� I local zoving and building regulations ace ►HOeo•e00r01e : FAN I 11.1150 , N13lINIINFi 77nwlnnesl131a llWMMW Fl 3/7'1.1151 PH 101.1 b0777 FAN 4407- -0751 t¢Esoupc 10775 Us unbuFIFL 35111•Al2 rH�7.w.ene ; FAR 7!i•7W5177 ; I�n�yp0�k7piii 77o0t•7556 • PN 001.5511024 FU 504.3 5•1500 , must obtain all necessary pc v its - You are also responsible and required to restore, to the original conditions, Str cL% sidewalks, curbs, drainage, landscapin91 sod, trots elodtor any items destroyed or damcgod due to your construction. additions or placctn.ent of any of your improverneats. Picase feel. frac to contact me at (407) 788-6700. ext. 274 should you have any questions or conccrna• Siflcctely, n•n9e • i11R311547]•127A pRESTRV>E AT LAIC MONROE approved your request ROMEOWNERS' ASSOCIA?ION, IINC, SARAiOTA 5500 its PUI1ui oa R 342 3-1 1 PN N1�717.050fi , FAi011.1L1.511/ ; SOITi11 CARDIINn6CA 11x0 Foes M gwwle; =l11MIa • pN 017.105.0150 ' FANe/s71e•0101 ! 1AY►A DAV AREA : 25comut11v1nene+ ; WGININ R ; 311Si•3111 PH '44" I FAN7Ti•n9•ISN ; VOWSIA COUNTY ' �lelselrlwcac I New PAGE 02IR MM7114