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HomeMy WebLinkAbout223 Clydsdale CirCITY OF SANFORD PERMIT APPLICATION Permit #: (� i �/� (7 Date: Job Address: Description of Work: 'eJC0S Historic District: Zoning: Value of Work: $ al RECEIVED DEC 21 2005 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: Construction Type: v� # of Stories:` # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: v� �1 -Jb`r( p— 7,gm `orb t (Attach Proof of Ownership & Legal Description) Owners Name & Address: �G!'l � 1�5� l fd1L h Contractor Name & Address: L- L W1 07 l : ;& f State License Number: ! !�ei_ (�6gtf!7 Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Add ress: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requi pts of Florid L' aw, FS 13. S'o5 j 05 Si ture of Owner/Agent Date tgture(. o ra or/Agent Date Print wner/Agent's Na el _ s� s Name Signature of Notarytate of Flor °^° a A SILVA Signature of No State of F jr PUBLIC-MMOF FLORIDA MY COMMISSION # DD257585 EXPIRES: November 03, 2007 Becky Sue Wilson 14100-3.W)TARY FI. Notan Discount Assoc, Co. COIiI1IjISSIOII DD480976 Owner/Agent is Personally n to a or Contractor/Agent is _ P n f4E 12 2(] _Produced ID _Produced ID Bon u Atlantic ponding Co,, III c. APPLICATION APPROVED BY: Bldg: Zoni //r/we-Utilities: FD: (Initial & Date) (Initial & ate) (Initial & Date) (Initial &Date) Special Conditions: �I NOTICE OF CQMMENCEMENf Permit No. Tax Folio No. State of Florida County of Seminole The undersigned hereby gives notice that improvement 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 if pr pe : ( egal description of the property and street address if available) �Ot t`3i(5 C;roSS, 41 ydsda, t� 5an�rc�� �'�- �5a7`7 I , C7s.�?- . 2. General description of improvement: r�eYlP—nelas 3. Owner information a. Name and add b. Interest in property c. Name and address of fee simple 4. Contractor a. Name. and adoress lr�a/ a b.. Phone number -36 5. Surety a. Name and address b. Phone number _ c. Amount of bond 6. Lender a. Name and address older (if other than Owner) tv m z m = W COT r ax number �. wo Fax number b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: CERTIFIED, COPY a. Name and address N—ARYANNE MORM b. Phone number _ Fax number 8. In addition to himself or herself, Owner designates 713.13(1)(b), Florida Statutes. to receive a copy of the Lienor's Notice as;iid a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recor mg unle� s d �%ht date is specified) Signature of Owner S�to (or affipned) and. subscribed before me this J day of., ��.(,4� , 20 � � , by t4-,1 1 I Personally Known ----OR Produced Identification Type of Identification Produced ` THIS IUST�RUMENT PREPARED BYE �NAME Signature of Notary Public, State of Florida R ° CELLA M. DA SILVA Commission Expires: 4AMyCOMMISSION4DD2575ft5 ADDR. - 1 K & S Contracting LLC 1617 Bordeaux Drive License Numbers: CBC 059897 CCC 1326103 Power of Attorney Date: a �W 0S- Leesburg, FL 34748 (352) 728-8266 rmulvany(cbcomcast.nct I, ri hard R. Mulvany, President of R & S Contracting, LLC, give limited Power of Attorney to: to be my lawful attorney-in-fact to act for me in applying fZ Commercial / Residential Pool Enclosure or Screen Room permit enabling work to be performed in the State of Florida at the property I City/FL r. Zip This agency is "durable" and shall not be revoked until 12/31/2005 or until notified in writing by postal carrier. Richard Muly y Witness Witness Sworn to and subscribed nnbefore me this 29 day of eft'- 2005, by i vQtQ l who is personally known to me. State: FLORIDA County: LAKE Nota Public State of Florida ��MARYM. MOCWCKER �«� Comm 000358002 r Expres I116r2 e W Bonded am, (800)4324254: .11,.��ia "�.,��„� Flonda Notary Assn., Inc PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 61, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 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). CL yDESDALE Cj &PT-_ TRAC7- ,4R�- 50' RIGHT OF WAYA t6 p4 0: N�9'49'48"W CENTERLINE OF_/ RIGHT-OF-WAY WALK Is S79. 49,4 . c4 5.7'N .-._ 76 h •VYt,; rr 10•' i EASEMEN11, -- ---- .16. 0';� 3' _ 222.4 t' 58.41' `--�-&P C WALK IS 3' OFF' LOT 61 ENVIRONMEN WALL IS _ �„' 1 _ WALL IS CERTIFIED TO AND FOR THE 4.9 OFF 2.9 WALL - ---2.9 OFF EXCLUSIVE USE OF: N89*35 18�� W D.R.H. TITLE COM FIDELITY NATONALANY TITLEFINSUO ARIDA NCENC. COMPANY OF PENNSYLVANIA 75.00' SEAN J. COYLE AND ROSEMARIE ERICHSEN CH MORTGAGE COMPANY, i , LTD. TRACT I_ 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 03-19-04, 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. LANDSCAPE BUFFER 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 120234 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN TONE 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 THE EASTERLY LINE OF. LOT 61 AS (FIELD DATE:) 12-4-03 REVISED: SCALE: 1" = 40 FEET APPROVED BY: Si JOB NO. ASM42679 (FOUNDATION FINAL 3-19-04 CKB DRAWN BY: PLOT PLAN 09/25/03 SDO LEGEND — . — . — . — — BUILDING SETBACK LINE. - - CENTERLINE RIGHT OF WAY LINE 1 1 A EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT Pcp E;. WENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND - ._.._...__.C/W CONCRETE _-5(W"_SIutPA1K _ C - - CONCRETE PAO CS CONCRETE SLAB C CHORD LENGTH PKPARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 1" =40' GRAPHIC SCALE 0 20 40 QFND NAIL AND DISC LB #6393 (03/19/04) 0 SET 1/2" IRON ROD AND CAP LB J6393 (03/19/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC - DENOTES POiHT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POIN? OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER 'CSW COI4CRFTE 5LOCN *'ALC'--- - RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON UNE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FOR' BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA AA FOR THE FIRM GALEN K. BEL PSM 4224 oATE . c4 5.7'N .-._ L.LI COVERED ENTRY (0 N N TWO STORY na P7 N o CONCRETE BLOCK o li k WOOD FRAME ri " �\ N RESIDENCE '^ a � d' .-- O FINISH FLOOR ELEVATION=29.99 . CV. LOT 60 0 Q z O LOT 62 V) 17.5• .... 40.0' , s LOT 61 ENVIRONMEN WALL IS _ �„' 1 _ WALL IS CERTIFIED TO AND FOR THE 4.9 OFF 2.9 WALL - ---2.9 OFF EXCLUSIVE USE OF: N89*35 18�� W D.R.H. TITLE COM FIDELITY NATONALANY TITLEFINSUO ARIDA NCENC. COMPANY OF PENNSYLVANIA 75.00' SEAN J. COYLE AND ROSEMARIE ERICHSEN CH MORTGAGE COMPANY, i , LTD. TRACT I_ 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 03-19-04, 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. LANDSCAPE BUFFER 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 120234 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN TONE 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 THE EASTERLY LINE OF. LOT 61 AS (FIELD DATE:) 12-4-03 REVISED: SCALE: 1" = 40 FEET APPROVED BY: Si JOB NO. ASM42679 (FOUNDATION FINAL 3-19-04 CKB DRAWN BY: PLOT PLAN 09/25/03 SDO LEGEND — . — . — . — — BUILDING SETBACK LINE. - - CENTERLINE RIGHT OF WAY LINE 1 1 A EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT Pcp E;. WENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND - ._.._...__.C/W CONCRETE _-5(W"_SIutPA1K _ C - - CONCRETE PAO CS CONCRETE SLAB C CHORD LENGTH PKPARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 1" =40' GRAPHIC SCALE 0 20 40 QFND NAIL AND DISC LB #6393 (03/19/04) 0 SET 1/2" IRON ROD AND CAP LB J6393 (03/19/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC - DENOTES POiHT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POIN? OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER 'CSW COI4CRFTE 5LOCN *'ALC'--- - RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON UNE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FOR' BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA AA FOR THE FIRM GALEN K. BEL PSM 4224 oATE 2 -UQLUT I 1w. LAddress: Phone IMobile = -t ! !9 .! 160 L iv 15rnut: tot Address=. This contract is based upon work d"aibed above and dom,riot include airy unkmeipm chOnges and additional material rnd /or labor that has been estimated on, adtifticloW charges may IVV4. The estimate on this contact is valid for 30- days and is subject to change. The work done on the above stated pool or patio enclosumt tms a iN of One Year th Ugh BobD. Wilson, Inc. To accept this contract, sign fie%amd retu VAthy De osit- 7 Field Operations Manager: - ACCESS {[SCK PAVERS M S.F.} =PING Si .9,F.) TWL AMA 31}5 S.F} ^_ F (000PERI METER 17'L -F.) t {DECK T(YTAL. 74$ $.F.) {SCREEM FOOTER 04 J -F.) {SPA AREA 30 S.F.) A {SPA PEMMETER 19 L.F„1 OWNER APROVAL ,a TO B WING FROM C TO D SPA 1Q” BOND BEA 1'X94' FOOTER FOR SCRM DOME >"IYCLQSURE DIG AND W4UL BOND BEAM —�3�Bdgi 507 a8s-�y�� d L6C.ti if B6:t,fC r+uQl �'iO:Atfl Crt a� rnr PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) AS RECORDED IN PLAT BOOK 62L PAGES 97OT 61, BAKERS 99 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), CL YpESO Lir' TRA CSE ' AjRCLE RIGN1 OF WAr �8 0`=ty4e, CENTERLINE OF RIGHT-OF-WAY WALK IS S79'49' % , , g'4g 76.o,3, 7p, Unum EASEMENT J. 1� _ 2.41' C TALK 1S 1.3: OFF TROL WALL IS CERTIFIED TO AND FOR THE �'� b11 -------- EXCLUSIVE USE OF: � BRICK WALL D.R.H. TITLE COMPANY OF FLORIDA INC. N89*35 18 W FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA 75.00' SEAN J. COYLE AND ROSE- - IL ERICHSEN CH MORTGAGE COMPANY, I . LTD. TRACT i, " LANDSCAPE BUFFER 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 03-19-04, 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, I HAVE EXAMINED THE F.I.R. M. COMMUNITY PANEL NO 120294 0045 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 VFRTIrAl rn.,m ." — HE EASTERLY LINE OF, LOT 61 AS,w IEING SOO'42°26"W PER PLAT. (FIELD DATE:) 12-4-03 RE SCALE: 1„ = 40 FEET APPROVED BY: SJ JOB N0. AS 42679 �ATION 3-19_04 CKB DRAWN BY; PLAN 09/25/03 SOO 2.9 OFF LOT 62 LEGEND — ' — ' — ' — — BUIL")ING SETBACK LINE -- CEN" ERLINE RIGHT 0'r WAY' LINE r4 EXISRN6 ELEVATION CONCREIE LB LAND SURVEYING BIUSIpESS LS LAND SURVEYOR PRM PERMANENT REFERENCEMONUMENT PCP PERMANENT CONTROL POINT `P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK' .PARKER KALON R RAnum I AMERICAN SURVEYING &MAPPING CERTIFICATION DF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1" =40' GRAPHIC SCALE 0 20 40 QFND NAIL AND DISC 145.7,ry .. 0 SET 1/2" IRON ROD AND CAP W COVERED CNA CORNER NOT ACCESSIBLE . ENTRY T 3 (V N N TWO STORY o CONCRETE BLOCK © DENOTES POINT OF CURVATURE i� ✓!< WOOD FRAME o % ri (14 PT RESIDENCE ,v '^ \ CN .--- O 60 Q FINISH -FLOOR ELEVATION -29.99 < ,tLOT ;N CD LOT 61 OHU 0 `- ID IDENTIFICATION POL POINT ON LINE PCC PONT OF COMPOUND CURVE N 17.5° 40.0 TROL WALL IS CERTIFIED TO AND FOR THE �'� b11 -------- EXCLUSIVE USE OF: � BRICK WALL D.R.H. TITLE COMPANY OF FLORIDA INC. N89*35 18 W FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA 75.00' SEAN J. COYLE AND ROSE- - IL ERICHSEN CH MORTGAGE COMPANY, I . LTD. TRACT i, " LANDSCAPE BUFFER 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 03-19-04, 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, I HAVE EXAMINED THE F.I.R. M. COMMUNITY PANEL NO 120294 0045 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 VFRTIrAl rn.,m ." — HE EASTERLY LINE OF, LOT 61 AS,w IEING SOO'42°26"W PER PLAT. (FIELD DATE:) 12-4-03 RE SCALE: 1„ = 40 FEET APPROVED BY: SJ JOB N0. AS 42679 �ATION 3-19_04 CKB DRAWN BY; PLAN 09/25/03 SOO 2.9 OFF LOT 62 LEGEND — ' — ' — ' — — BUIL")ING SETBACK LINE -- CEN" ERLINE RIGHT 0'r WAY' LINE r4 EXISRN6 ELEVATION CONCREIE LB LAND SURVEYING BIUSIpESS LS LAND SURVEYOR PRM PERMANENT REFERENCEMONUMENT PCP PERMANENT CONTROL POINT `P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK' .PARKER KALON R RAnum I AMERICAN SURVEYING &MAPPING CERTIFICATION DF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1" =40' GRAPHIC SCALE 0 20 40 QFND NAIL AND DISC I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR IA D , THE Vi FIRM GALEN K. BE L PSM / 4224 DATE LB #6393 (03/79/04) 0 SET 1/2" IRON ROD AND CAP LB #6393 (03/19/04) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE T DENOTES 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 OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC PONT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR IA D , THE Vi FIRM GALEN K. BE L PSM / 4224 DATE Rliff IHC. A chru merN� nrm -' M25 South SGRIGM 8o0aard SOB 1003 PLANS RFEW WIMP Park R 32102 �� ��L�© 14011616-1500 TY OF SA N FO R D Fax 14071678-898 Aluminum En�inec nQ- Index Sheet This index sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and Detail sheets and tables indicated are suggested for the type of structure, but do not need to apply in total_ The appropriate typical and detail sheets and tables shall be marked as they apply_ The listed pages are the only pages that need to be attached per type of structure. Index sheets should be attached with our engineering pages for issuance of a permit. Any signs of alteration shall void this index sheet. Unauthorized typical and detail sheets or span tables cannot be used in conjunction with our engineering designs. Company Name: R & S Contracting, LLC Gomer Name: Address: 1617 Bordeaux Dr. Ad ess: 2 -Z -7; - Leesburg, Leesburg, FL 34748 Phone number: 352-267-1108 Legal Description: Member ID Number: Dome 5�reen entlos�i�e; 1.1.1 lt�naard.' 3cr gen enclosure = 1.1.2 S1hce g�L4Y11 No k Lt e: bl h i gen, eiai ldixre 1.1.3 _ E �!dsnsy>erdr�tnrh 5rr�eh en1o$�1r6 „i . 1.1.4 ; e't�C111oarjt� 2.2.1 pari todbrl6ti Skeen erlc�rl$�te 3.2.1 1.2.1 1.2.1 1.2.1 1.2.1 22.2 3.2.2 1.2.2 1.2.2 1.2.2 1.2.2 2.2.3 3.2.3 1.2.3 t_2.3 1.2.3 1 1.2.3 1.2.10 1.2.10 1.2.4 1.2.4 1.2.4 1.2.4 1.2.11 1.2.11 1.2.5 1.2.5 1.2.5 1.2.5 1.2-6 1.2.6 1.2.6 1.2.6 1,2.7 1.2.7 1.2.7 1.2.7 1.2,10 1.29 128 1.2.10 1.2.11 1210 1 1.2.10 1.2.11 1.2.11 1.2.11 ...tl ",$ ta1's ,: .dstlreli,tabl�5 >,.. F osuBtlkbtes.. >✓ t3st1>r{1Bi; -21 100m h/1.3.2.100B 100m h/13.2.100B 100rn h/1.3.2.100B I 100m h/1.3,2.f00B 2.3.1 3.3.1 110m h/13.2.110B 110 h/1.3.2.110B 110m h/1.3.2.110B I 110m h/1.3.2.110B 120m h/1.3.2.120B 120m h/1.3.2.120B 120m h/1.3.2.120B 120m h/1.3.2.120B 130 h/1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 140m h/1.3.2.140B 140m h/1,3.2.140B 140m h/1.3,2.140B 140m h/1.3.2.140B 150m h/1.3.2.150B 150m h/1.3.2.150B 150m h/1.3.2.150B 150m h/1.3.2.150B oilsn, tatsl€s 100m h/1.3.2.1000 . ,osurC,rbls ...'; 100m h/1.3.2.1000 1W , 41ur ,tables :;tx 100m h/1.3.2.1000 x; ,: k b1s ; . 100m h/1.3.2.100C ipk : AA i�lle ... 2.3.1 I31, ; css�lt"'knblcs 3.3.1 110m h/1.3.2.110C 11om h/1.3.2.110C 110m h/1.3.2.110C 110m h/1.3.2.110C 120m h/1.3.2.120C 120m h/1.3.2.120C 120m h/1.3.2.120C 120m h/1.3.2.120C Ot 130 h/1.3.2.130C 130m h/1.3.2.130C 130m h/1.3.2,130C 130m h/1.3.2.130C I 140m h/1.3.2.140C 140m h/1.3.2.140C 140m h/1.3.2.140C 140m h/1.3.2.140C a ��s`" 150mph/1.3.2.150C 150m h/1.3.2 -]SOC 150m.h/1.3.2.150C 150m h/1.3.2.150C • ! i'"" AUG 3 0 2005 Date: Gordon v REVISIONS SECTION 1.1.1 DOME SCREEN ENCLOSURES 02�15i0$ RISER WALL WHERE / REQUIRED � L NS (n'P.) 001 2 H UPRIGHT' HEIGHT r�- �(`� PER TABLE z -SIDE ELDIATION i K- BRACING (OPTIONAL ROOF WIND BRACING SEE SECTION 1,2.2 SEE SECTION 1.2.3 jili UNS SCREEN K BRACING, y �1 UPRIG I . 1EEN UPRIGHT CHAR RAIL HEIGHT PER TABLE 20' R CABLE CONNECTION 1' x 2" BASE PLATE MAX- ACEMENT & NUMBER FRUAUI IS_ M_ ETRIC H H E SECTION 1.2-1 2" BASE PLATE 72 GRADE K - BRACING ( OPTIONAL ) SEE SECTION 1.2.2 TRO NT I UATI O N TYPICAL DOME ROOF C RMQ SCREEN APPLIES (STANDARDS) 1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCM 56 S.F. AMENDED & THE FLORIDA BUILDING CODE RESIDENTIAL AS AMENDED & ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING AND MAY BE LOCATED INTO ANY SCREEN 2) ALL SCREEN ENCLOSURES GREATER THAN 20'-0' MAX HEIGHT PANEL OPENING. OR GREATER THAN 40'-W PROJECTION FROM THE HOSTSTRUCTURE (REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN 9) DISTANCE BETWEEN, PURLINS SHALL NOT EXCEED 84 INCHES GREATER THAN 40'-0', WILL REQUIRE STTE SPECIFIC SIGNED AND CENTER TO CENTER_ SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT DRAWINGS. 10) ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WTTH MIN. OF 3 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 12.3 3)STRUCTURAL OF-TAIL DRAWING SHALL RELATE TO 6063-T6, 6=45, FOR PURUN AND CHAIR RAIL SCHEDULE. OR 6061-T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL THICKNESS OF NOT LESS THAN 0.040. 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C. 4) ALUMINUM SURFACES IN CONTACT WITH LIME-MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED ALKALI-RESISTANT COATINGS SUCH AS HEAVY-BODIED BITUMINOUS TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL PAINT OR WATER - WHITE METHACRYLATE LACQUER. OF THE ENGINEER. 5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6061-T5 OR 8081 TB ALUMINUM ALLOY IS USED IN A WHICH MAY BECOME REPEATEDLY WET SHALL BE FAINTED WITH TWO STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES, WIND BRACES, COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY-BODIED AND K-BRACES, 6063-T8 ALUMINUM AHOY MAYBE USED FOR BITUMINOUS PAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED WITH HIGH QUALITY CAULIONG COMPOUND. 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN (MAX MESH OF 20/20) ROOF AND WALLS. IT HAS AN IMPORTANCE 6) ALL FASTENERS WILL BE 24' C- C MAK UNLESS OTHERWISE NOTED. FACTOR (1w) OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 SCREWS SHALL BE COATED WEATHER SEALED. OF 2004 FLORIDA BUILDING CODE FOR 604F,#fi,I (EIGHT UP TO 30 FT., o ' ',kRPLIES ° • '•T FLILINE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 t:. • _ AUTHORIZED TO USE THE - MASTER FILE MANUAL OR IF WINTER PARK FL 32792TEL. (407) 679-7500 THE PAGE HAS AN ORIGINAL FAX (4-07) 679-9168 a4 _EPNIDS SIGNATURE AND SEAL EMAIL FLQRIC),)4 , 19333 ;9jTOCa inle,v4twe•Fi• REVISIONS SECTION 1.2.1 DETAILS SCREEN ENCLOSURES 02/1s/05 FRONT WA I --1 /Q" STAIN FSS STE I r,nCABLE BRACING CAN BE USEDRl >- IN PLACE OF K—BRACING 2 CABLE FOR EVERY 200 5Q. FT. CABLE CORNER PLATE NOTE ALL WALLS OVER 15" HIGH MUST HAVE 1/2 OR W/ 8/$0 TEKS EYEBOLTINGS MORE OF THE CABLES AT THE TOP OF THE WALL ABOVE THE TOP CHAIR RAIL MIN 2 DRIVE PINS OR 2 — 11/4" x 1/4' TAPCON SIDE__WALL--1 /8" STAIN FSS STEEL C AB TOP FASTENER 1 1/2" BELOW u- TOP OF CONCRETE. NO UP TO 200 SQ. FT. OF WALL: NO CABLE NEEDED CONC. DEC NO FASTENING TO PAVERS OVER 200 SQ. FT.: i CABLE PER LVERY 200 so. FT. NOTE: ALL WALLS OVER 15- HIGH MUST HAVE 1/2 OR 2ND CABLE SET MORE OF THE CABLES AT T14€ TOP OF THE WALL IST CABLE SET ABOVE THE TOP CHAIR RAIL TOP CHAIR RAIL WHfN 3RD CABLE SET PANEL EXCEED 56 S.F. HOMEOWNER MAINTENANCE RESPONSIBILITY.- CABLE ESPONSIBILITY:CABLE MUST REMAIN TIGHT AT ALL TIMES. CABLE SHOULD SCREEN CAB F TaT7artnlr ninr�.� . BE TIGHTENED PERIODICALLY TO REMOVE SLACK. TO AVOID DAMAGE CONTACT A QUALIFIED SERVICE COMPANY. CABLE SCHEDULE FOR SCREEN ENCLOSURE APPLIES CABLE ATTACHED TO 2'X2'X1/6' ANGLE WITH CABLE THIMBLE NICO PRES SLEEVES 4' NOMINAL Z500 3" PSI CONCRETE 1X1/ 2'X2'B ANGLE �2' 2.500 PSI CONCRETE 3/4-X1/4" TAPCON 3/8" TAPCON TO INSTALL MINIMUM OF 1 1/2- FROM DECK EDGE CABLE BRACE MOUNTED ON TOP OF CONCRETEODFaGK.. SHEP �r10PLIES ELILINE INC.' THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD: r IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792: MASTER FILE MANUAL OR IF TEL (407) 679-7500 '� `�' '' :. •. G.A THE PAGE HAS AN ORIGINAL FAX (407) 679-9188 c SIGNATURE AND SEAL E—MAIL `•;� 'rj(� = . , ter•/,~Lr lJ iii`, •i,.. ,A••' l•Irllrl Rr•lg SECTION REVISIONS 1.2.2 DETAILS SCREEN ENCLOSURES 02/15/05 1/4" TAPCON EACH SIDE 3'x4"xO.DSO" PLATE 2 2 W/6 TOTAL 114 TEKS 3 4 ON EXTERIOR 1 *064.125%3" LG. 2 BRACING CAN BE USED ANGLE W/3 #14 TEKS K -BRACING CAN BE USED 6 IN PLACE OF CABLE BRACING ON INTERIOR IN PLACE OF CABLE BRACING 8 ROOF PURLIN WALL A UPRIGHT COLUMN / POST 2L3"x4"x0.050" L1"X2" Yx2' ai K -BRACE OYP) PLATE W/5 TOTAL #14 TEKS OD PLAN VIEW = a 31/2" x 7' x 0.050 PLATE ("-T�) HtUR RAIL W/ 9 TOTAL #14 TEKS SELECT LOADBEARING UPRIGHT SIZES r 1 "x2"x0.125"x7" LG. COLUMN / POST ANGLE W/ A TOTAL 2`x2' K BRACE M' 1#14 TEKS QJTO BRACE do POST 1 "x2' BASE PLATE 3'x4'x0.050' PLATE W/6 TOTAL TEKS ON EXTERIO 3 1/2'x7" 0.050^ PLATE NlJ9 TOTAL X14 TEKS 1f14 �IEXTERIOR ELEVATION 3 1/2'x7"x0.050^ 'PLATE B PLAN VIEW W/9 TOTAL #14 TEKS \�--ANXJP (STs) K -BRACING DETAIL APPLIES TOP FOOT OF -2"X2"x 1/8' ANGLE T " PREQR. 1'x2" CHANNEL NOTE: 1X2' CHANNEL FFRONT OR 2z3T USED WITH ALL UPRIGHT HT SCREEN TYPES NOTE: PLAN VIEW NOTE: (N.Ts) 2x2 ANGLE ONLY ON 2' X 2' X 1/8- ANGLE IS ONLY LOAD BEARING WALL REOIXRED ON LOAD BEARING WALLS 2" FRONT FOOT TABLE UPRIGHT Smx4 x5 x6 x7 x8 X9 x10 1/4" TAPCON EACH SIDE 1 2 2 3 3 4 4 #10 TEK SCREWS EACH SIDE 2 4 4 6 6 8 8 HIGHLIGHT SELECT LOADBEARING UPRIGHT SIZES r NOTE x UPRIGHT NOTE: TAPCON MUST GD INTO CONC_ CHAIR CHAIR RAIL CHAIR RAIL 48" MO. A MINIMUM OF 1-1/4". IF USE L FROM DECK PAVERS ON DECK, FASTENER TOP FODT OF WILL EXTEND INTO DECK 1-1/4 2'x2• x 1/B" ANGLE YIN. 3-2" SYS FOR FASTENING AT FRONT FOOT OF W/ 2—#10 TEK SCREWS 48• MAX. CHAIR RAIL, TO UPRIGHT SCREW BOSS 2'x2' x 1/B' ANGLE INTO UPRIGHT SEE ABOVE TABLEFRONT FOOT OF 2' x 2" x1/B' ANGLE W/2 # 10 FOR FASTENERS 1/4" TAPCON 2'x2'x1/B'ANGLE TEK SCREWS INTO WALL . INTO DECK ° o TAPCDN OR THUNDERBOLT 0 0 1-1/4' INTO CONC. DECK CONCRETE DECK CONCRETE DECK 1x2' SCREEN CHANNEL FRONT ELEVATION SIDE A�r'��r TYPICAL DECK PLATE POST M -tx �• �r '' •, "NJES FULINE INC. THIS PAGE CAN ONLY BE USED Q _ IF THE CONTRACTOR IS 1025 S. SEM BLVD. AUTHORIZED TO USE THE SUITE W NTERi PARK FL. 32792 MASTER FILE MANUAL OR IF TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL. FAX (407) 679-9188 E—MAIL FL0h II SECTION 1.2.3 DETAILS SCREEN ENCLOSURES REVISI 02/15 N5 p2/15/p5 WIND BEAM OVERLAP 4' MAX- BEAM BRACE I OR GUSSET PLATE 2" H CHANNEL OR > MS 2x2 2x2 FOR CONNECTOR W/ 6 10 TEKS SCHEDULE SEE SECTION 1.2.4 a 2x8 2x3 2x3 •I 2x3 ROOF BEAM 2x4 5,6,7,8,9 10. I 1'-2"x .04.0" STRAP AT EACH UPRIGHT • •I . •�� 2x9 . . 2x4 do MIDWAY BETWEEN 1 10 TEK UPRIGHTS,EACH 2z2 HOLLOW C3 3— 10 L K AT END 2x KNE 4, RACE 2" — H CHANNE4' MAX. W/ B 1 1 D TEKS A2*—. 4' MAX.STR WALLUPRIGHT2x2" ANGLE W/fi 11 D TEKS KNEE BRACE D ETAI L EACH SIDE 5" OR 7' SUPER GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL APPLIES HOUSE TYP. DIAGONAL BRACE TYP. CORNER BRACE ROOF WIND BRACE, PURLIN do CHAIR RAIL SIZING ROOF PURLIN WIND WALL CHAIR BEAM BRACE UPRIGHT RAIL OR > MS 2x2 2x2 oax7UESS2x2 2x8 2x3 2x3 2xB 2x3 SlO 2x3 2x3 2x9 2x3 2x4 2x4 200 2x4 NOTE: WIND BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE I LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE_ N E' WIND RECEIVING CCHANNEL. NONT TO BE TOE NAILING EIS GUSSET LLO EDPIATE, H CHANNEL OR PLAN VIEW ROOF WIND BRACING, PURLIN &CHAIR RAIL'�AF�I;a LIE THIS PAGE CAN ONLY BE USED FLILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. 2 AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK F— 32792 THE PAGE HAS AN ORIGINAL TEL. (407) 679-7500 •'� �j l . t�� SIGNATURE AND SEAL. FAX (407) 679-9188 �o ;:�• ..�M E—MAIL FIIo P.13. SECTION 1.2.4 DETAILS SCREEN ENCLOSURES BEAMS SCREW PATTERN -1" CLEARANCE ON ALL 4 SIDES REVISIONS 02/15/05 BEAMS OF THE GUSSET PLATE 2x4 8 1 10 14 X X X - - -, 'v •Y .� 2x5. 1 1 14 16 16 X X 4 2x6 1 14 16 16 18 18 X a 2x7 14 16 16 18 18 20 X SPACED FROM TDP TO BOTTOM 2k7 0.055 2x5 4 aD- 2x8 16 16 18 18 20 22 22 2x6 2x9 16 18 18 20 22 22 24 0.389 2x10 18 IB 20 22 22 24 24 REVISIONS 02/15/05 BEAMS OF THE GUSSET PLATE PHYSICAL PROPERTIES - - -, 'v •Y .� OR BEAM OVERLAP. SECTION MODULUS 2x4 4 4 6 8 X X X SCREWS ARE TO BE EQUALLY 0.116 1.380 2x6 0.050 0.120 SPACED FROM TDP TO BOTTOM 2k7 0.055 2x5 4 4 8 8 0 X X AND SIDE–TO–SIDE. SCREWS 4.080 2x6 6 8 0 10 12 12 X MUST BE WEATHER SEALED. 0.389 8.531 � 2x7 8 B 10 12 12 14 X �— L 2x8 8 10 12 12 14 14 14 2x9 10 12 12 14 14 16 16 GUSSET PLATE THICKNESS WILL 2x10 10 12 14114 14 16 18 BE EQUAL TO OR LARGER THAN #10 TEK SCREWS EACH SIDE OF BEAM LARGEST BEAM OR UPRIGHT USED. #t4 TEK SCREWS EACH SLOE OF BEAM X– NQ CONNECTION ALLOWED X— NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY. FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM PHYSICAL PROPERTIES 2xH TWALL TWEB SECTION MODULUS 2x4 0.046 0.100 0.935 2x5 0.050 0.116 1.380 2x6 0.050 0.120 1.920 2k7 0.055 0.220 2.375 2x8. 0.072 0.224 4.080 2x9 0.082 0.306 5.910 2x10 0.092 0.389 8.531 HOLLOW BEAM TABLE 2.00" Twnu n H TWEE SNAP EXTRUSION TWALL SELF MATING BEAM APPLIES ALUMINUM PHYSICAL PROPERTIES �,r^, •99EQr. PPLI ES FLILINE INC. .�•, . �`< THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE V,MASTER FILE MANUAL OR IF WINTER PARK 32792 THE PAGE HAS AN ORIGINAL TEL (407) 6799-- 7500 SIGNATURE AND SEAL., FAX (407) 679-9188 (CHs 'PIE E–MAIL lR C�}I'I �• . SECTION 1.2.5 DETAILS SCREEN ENCLOSURES REVIs1oNs � D2/15/05 I 1 /4"x2' LAG SCREWS 24' O.C. MAX_ 3/4 x3/4' I 1 /4°x2" LAG SCREWS 3/4"x3/4" ALUMINUM FERRULE ALUMINUM FERRULE 318'x8" LAG SCREW.Typ,1 3/8"x8" LAG SCREW,TYP, EACH SIDE OF BEAM I 1 EACH SIDE OF BEAM SCREEN ROOF 4PACE SCREEN ROOF BEAM BEAM 2'x2'x0.125' ANGLE W 4 102`x2'xO.125' ANGLE W/ 4� 1BEAM S. EACH SIDE e S TEKS. EACH SIDE OF BEAM ° ° ANGLE SHIM OPTIONAL 1 "x2" OPTIONAL 1 `x2" FOR GUTTER WITH FOR GUTTER WITH SPLINE GROOVE SPUNE GRODVE 1/4`x2" LAG SCREWS ® 24" O.C. MAX. ANGLE SHIM 3/4"x3/4" ALUMINUM FERRULE 3/B"xB" LAG SCREW,TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2'x2"x0.125' ANGLE W/ 4,110 TECs. EACH SIDE OF BEAM NAL 1'x2" GUTTER WITH SPLINE GROOVE BOX BEAM PURLIN WITH TAPCON OR fR 10- 3` SCREW (FLAT OR ANGLED) 24. O.C. WITH 1 TAPCON F 10- 3" SCREW THRU 2'x 2" ANGLE INTO WALL ON EACH SIDE OF BEAM EXISTING MASONRY WALL OR STUCCO WALL WITH LAG BOLT OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION 1.2.6 2"X2'x0.1250 ANGLE *EACH \ SIDE OF BEAM W/ 2-2'x1/4" THRU-BOLTS. 0 STIR BOX BEAM (FLAT OR ANGLED) EXISTING ANGLED OR PLUMB 1x OR 2x FASCIA-, 1-1 4"x2' LAG. 2»`X0.125' EAC SIDE OF BEAM 24" O.C. ALONG 1x2' 2-2'x1/4' THRU—E SCREEN CHANNEL SIDE OF BEAM W/ THIS PAGE CAN ONLY BE USED FULINE INC. Fl IF THE CONTRACTOR IS 7025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL_ 32792 THE PAGE HAS AN ORIGINAL TEL. (407) 679-7500 = SIGNATURE AND SEAL. FAX (407) 679-9188 G6 E—MAIL Fu ?-k E.' �• .,.,.. a`P IES •. [*� §HF.P�1F� ON SECTION 1.2.6 j DETAILS PURLIN CONNECTION TO HOST STRUCTURE TO BE MAXEMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER BEAM SIZE VARIES 1 0 (SEE. BEAM TABLES) 0 ! O 9 USE 2" X 2" X 0.125" SUPPORT ANGLE (EACH SIDE) I REMSIONS SCREEN ENCLOSURES 1102/15/05 CONNECTION OF PURLIN & ANGLE TO BEAM & HOST STRUCTURE BEAM PURLIN ANGLE TO BEAM CONNECTION AND TO HOST TO BEAM STRUCTURE 2X4 3 2 2X5 3 3 2X6 3 4 2X7 3 5 2X8 3 6 2X9 4 7 2X10 4 8 SEE PURLIN SCHEDULE - SECTION 1.2.3 1 SCREW PER VERTICAL INCH (SEE TABLE) MIN BEAM CONNECTION BEAM TO PURLIN USE 2"-#10 SMS (SEE TABLE) BEAM TO PURLIN USE 2"-#10 SMS INTO WOODFRAME (SEE TABLE) STRUCTURE USE 4"•-#10 SMS INTO If CONCRETE STRUCTURUR U E, USE 3 1/2" TAPCON PURLIN CONNECTIONS INTO WOODFRAME STRUCTURE USE 0 2"-#1 D SMS O INTO CONCRETE STRUCTURE USE 1 1/2" TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTURE,.::, PtIES FLILINE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. F • .� .` IF THE CONTRACTOR 1S SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR 1F TEL. (407) 679-7500 THE PAGE HAS AN ORIGINAL �.- .1 M SIGNATURE AND SEAL. FAX (407) 679-9188 G &ip o E t - E -MAIL FLO n !>_ iY'•` <;' SECTION 1.2.7 DETAILS SCREEN ENCLOSURES REVISIONS 0?,/15/t75 SPLICE PLATE SHALL BE MIN, 24 INCHES LONG, 1 INCH LESS HEIGHT THAN THE BEAM THE SAME MINIMUM 12—# 10 TEK SCREWS ON EACH SIDE OF THICKNESS AS THE SPLICE BEAM, AND LOCATED NO THE CUT EWNLY SPACED WITH 1 INCH CLEARANCE ANDGREALOCATED ON OPPOSITE ENDSR THAN 1/3 THE BEAM NOFHTHEOM THE END MATED BEAM AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE PLATE Typ 24" MIN, Typ rzz-i- r .TYP.1» �T' T1fP I— 12" MIN. F--12" MIN. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. FOR GUSSET CONNECTION SEE 1'-2"x .040" STRAP AT EACH UPRIGHT & MIDWAY BETWEEN UPRIGHTS. W/1 # 10 TEK AT EACH END HOST STRUCTURE 1.2.4 BEAM SPLICE KNEE BRACE KNEE BRACE SEE KNEE BRACE DETAILS SECTION 1..2.3 SPAN D ETAI L DOME FLAT OR NO SPLICE GABLE THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FLILINE INC. )` 1025 S. SEMORAN BLVD. SUITE 1093 WINTER PARK FL. 32792 TEL. (407) 679-7500 FAX (407) 679-9186 cA E—MAIL FU6 APPLIES 4 Lj.4 -'g w SHED -AR o p fra /�+�P' ��••+ R os SECTION 1.2.10 DETAILS SCREEN ENCLOSURES 02/15/0 02/15/05 (NOM. 4') 1' MIN. I GRADE �' RADE B GRAD NO FOOTER 1 LEVEL TERRAIN T> 3 B' ❑8' B WAR 'DNTS FOOTERSTEEPER W/ SLOPE BETWEEN 2 # 5 BAR IN 6' TO 1' IN 3' RIBBON FOOTER -WHERE FOOTER IS NOT CONNECTED TO DECK: ❑ USE B XB' CDNCRETE RIBBON FOOTER W/ 1#5 REBAR FOOTER wSLOPE 1 • IN 3' OR STEEPER OR WHCONTINUOUS TO SUPPORT UP TO 2' X e UPRIGHT 33' OR�MORE PERPENDDECK ICULAR TO THE SUPPORTING STRUCTURE. El USE 8 x 12' CONCRETE RIBBON FOOTER W/ 2 f 5 REBARS CONTINUOUS TO SUPPORT UPRIGHTS LARGER THAN 2' x 6- 1) FOOTER SHALL BEAR ON ROCK. CLEAN SAND, OR STRUCTURALLY ! SOUND SOIL (>1500 PSL•) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM � BEARING CAPACITY TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2.500 PSI W/ F,MESHOR 6x6 -10x10 W W MESH, BER 3) 3 - #3 BARS IS EOUNALENT TO 1 JS BARS. TYPICAL SCREEN DECK FOOTER DETAIL APPLIES AVERS SHOULD BE INSTALLED AFTER COMPLETION OF SCREEN ENCLOSURES ALTERNATE 1 • . NOTE: SEE TYPICAL SCREEN DECK FOOTER DETAIL FOR FOOTER DETAILS AND SIZING. ALTERNATE 2 RIBBON FOOTERS FOR BRICK PAVERS .� �>tEr�a,ES THIS PAGE CAN ONLY BE USED FLILINE ING.1025 S. .' �� "' ' F `•, IF THE CONTRACTOR IS SUITE 1093MORAN BLVD, f �M sj AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR IF TEL (407) 679-7500 ' THE PAGE HAS AN ORIGINAL FAX (407) 679-91158 GORdON q N Lu SIGNATURE AND SEAL. E-MAIL F LORro 'A333 ,,riiil tJ N/IIIf,1�4�. SECTION 1.2.11 DETAILS SCREEN ENCLOSURES 3'X3' ALUMINUM COLUMN 3 X14 TEK SCREWS 3 114 TEK SCREWS ON EACH SIDE 2"X2'XI/8` ON EACH SIDE ANGLE 0 3' 2 TAPCON EACH SIDE EMBEDDED 1 1/2' INTO FOOTER 2' REVISIONS 62/15/05 3"X3" ALUMINUM COLUMN '-- 2'X2'X1/8' ANGLE 0 3" 2'X2'X2' ISOLATED 2 TAPCON EACH SIDE FOOTER WITH 2,500 EMBEDDED 1 1/2' PSI CDNCRETE INTO FOOTER APPLIES SCREEN ENCLOSURE WITH KNEEWALL MAXIMUM UPRIGHT SIZE = 2'X6' CENTERED ON WALL SEE TYPICAL DECK PLATEdc POST CONNECTION — SECTION 1.2.2 #3 BAR CONTINUOUS SET IN BOND BEAM BLOCK ALL CELLS AND #3 BAR AT 4' O.C. BOND BEAM BLOCK AND AT GRANGE FILLED WITH 2,500 ¢ IN DIRECTION PSI CONCRETE H IN B"Xa"X46` CMU CONCRETE IN AREA OF KNEEWALL, L—t— CABLE BRACING WILL• ATTACH TO FOOTER 2 #5 BARS {---1e"----� CONTINUOUS 11,,++"�NEr• ,q(`/�'p{�.� IES THIS PAGE CAN ONLY BE USED FLILINE INC, IF THE CONTRACTOR 15 1025 S. SEMORAN BLVD. "� t AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 p =_ (407) 679-7500 r' THE PAGE HAS AN ORIGINAL TEL. � = SIGNATURE AND SEAL. FAX (407) 679-91BB GOROON ,EPARCB t+.r E—MAIL FLOa0A 1,SSION��': BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION SPAN SCREEN ENCLOSURES 6063-T6 ALLOY 16061 1.3•2•120 C TABLES -TS ALLOY 6061-T6 ALLOY C ALUMINUM ALLOY., 6063-T6, 6061-T5, & fi061 T-6 ALL ROOF STYLES WIND ZONE: 120MPH EXPOS RE BPOSURE MAX. SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES UP TO 150 MPH WIND LOAD MAX. SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFlPOOL ALL WIND SPEEDS PRESSURE 10 PSF ENCLOSURES ROOF BEAM SPANS Interpolation between spans Is permuted. WALL UPRIGHT HEIGHTS ROOF SPACING (number of feet) Interpolation between spans is permkted. UPRIGFlT SPACING (number of feet) 2X4-0 KNEES 16'0 !4'10 14'0 13'1 2 X 4.1 KNEE 20'0 12'3 2 X 4 - 0 KNEES 13.0 12'0 t 1'4 10'9 10.4 16'10 18'0 173 2 X 4 - 2 KNEES 24'0 22'10 22'0 21'3 E20-9 16'3 2 X 4 -1 KNEE 8'11 1610 15'4 14'9 14'4 13'11 20'3 2 X 5- 0 KNEES 19'6 18'2 17"2 16'3 2X6.1 KNEE 23'6 22'2 21'2 15'0 U17-1 2 X 6 - 0 KNEES 1d'9 3'11 13'3 12'8 12.2 20'3 19'7 2 K 6 - 2 KNEES 27'6 26.2 25'2 243 237 19'0 23'0 2 X 5 -1 KNEE 18'9 17'11 17'3 16'8 18'2 2 X 6 - 0 KNEES 23'2 211 20'4 19'4 18'2 1770 2 X 6 , 0 KNEES 2 X 6 - i KNEE 27'2 25'6 24'4 23'4 22'2 2 X 6 - 2 KNEES 31'2 21'0 2X6.1 KNEE 15'8 15'D 14'6 22'1 D 21'6 2016 19'8 19`0 78'5 29'6 28'4 27'4 26'2 25'0 2 X 7 -0 KNEES 211 20'0 2 X 7 -1 KNEE 30'2 19'1 2X 7.0 KNEES !9'ib 18'8 17'9 18'1! 18'3 24'0 34'2 28'0 MZ" 23'1 27'126'4 2 X T -1 KNEE21'4 23'!0 22'8 21'8 20'11 20'3 LX8-2KNEES 0 KNEES 32'6 25'10 1 KNEE 36'6 34'4 24'3 2 X 8- 0 KNEES 28'9 24'9 23'4 22'2 21'2 20'4 32'7 31'2 29'!0 2 KNEES 40'6 36'4 367 36'2 33110 28'3 32'3 2 X 8 -1 KNEE 30'9 28'8 27'4 26'2 26'2 24'4 2 X 9 - 0 KNEES 35'9 33'4 31'5 29'11 2811 2X9- I KNEE 26'6 12 X 9 - 0 KNEES 28'5 27'3 258 24'4 23'4 22'6 39'8 37'4 35'5 33'11 32'1 2 X 9 - 2 KNEES 43'9 47'4 1 39.6 37'11 36'1 30'6 34'6 2 X 9 -1 KNEE 33'5 31'3 29'8 28'4 27'4 26'6 2X 10-0 KNEES 44 4 ' 41.4 39'1 37'3 35'8 2 X 10 - 1 KNEE 48'4 34'4 2 X 10 - 0 KNEES 36'6 33'10 31'10 30'3 29'3 28'1 4674 43'1 41'3 39'8 2X 10-2 KNEES 52'4 49.4 47'1 45'3 43'8 38'4 42'4 2 X 10 -1 KNEE 40'5 37-11111 35'10 34'3 39'3 32'1 Interpolation between spans is permitted. NOTE 1: Roof spans using knee braces are figured for knee braces Interpolatlon between a ens h3 ermined. of Oft on the horizontal. The difference In the knee brace length of NOTE 3: Spans and heights using knee braces are used only for dome less than or greater than 4ft an the horizontal will be deducted from flat,and nos lice gable roof Wes. r added to the the span. NOTE 4: When using spans or heights In bold bordered areas -site NOTE 2: Wail spans using knee braces are figured for knee braces specific sealed engineering and layout drawings are required when of 4ft on the vertical. The difference In the knee brace length of enclosure Is 41 or greater In distance from host structure less than or greater than 4ft on the vertical will be deducted from (regardless of which direction beams span) and/or ulgbt r.r i J� Pt�7� height is 20ft or greater. or added to the span. dlt� w THIS PAGE CAN ONLY BE USED BY A FLIUNE INC. '� ,J �+ � CONTRACTOR THAT IS APPROVED TO USE THE 1025 S. S T BLVD. ¢^ t MASTERFILE MANUAL OR THE PAGE HAS AN SUITEE 1093 WINTER PARK FL 32792 ORIGINAL SIGNATURE AND SEAL. TEL. (407) 679-7500 RE FAX (407) 679.9188 r Fr. , .94, ��'.,,''SSI0W-ll,,,0% IT& Premiere Restoration Olkb�ndT August 9, 2005 City of Sanford 300 N Park Ave Sanford, FL 32771 RE: PRE POWER- PERMIT NUMBER 05-1309 To Whom It May Concern.- a� 'gNmso o � tion I spoke with the permitting department on Monday 8/08/05 about getting pre - power turned on out at 2811 S. French Ave. Sanford, FL 32773. Permit Number: 05-1309. 1 have a letter from the homeowner that I am submitting for PRE POWER. Nobody will be living at the residence until all work is complete and until the final inspection is passed. We need to have the power turned on in order to have the hardwood floors installed. The ac needs to be going so that there is no problem with humidity once the floors are installed. Please give me a call and let me know how long this will take or if there is anything else that we (the contractor) needs to do in order to have power turned on. I am also including a check for the fee for pre -power. Check number 9125 in the amount of sixty dollars ($60.00). Thank you, PREMIERE RESTORATION ORLANDO 3 ( a(�'_ �&.I_ Jessica Liles Office Manager www.restoreteam.com 5107 Andrus Ave. • Orlando, FL 32804 • Tel (407)292-9744 • Fax (407)292-8425 Lic. Number CBC056687 • Lic. Number CCC057594 -10 Goio-con I+ n'>clq Concern mq n C1 e)-) I� clan,a tj 17 t C c "Jhack � o /1,-�-r e� 4 do")"I our —i I- DOS i ns p/e-?se State of 81)9 _'j A3, , County of The person listed above signed and sworn before me on Aw� 20o5, produced Identification in the form of -LQ_ 8 0 SI_ ature of of rv- State of Florida Date JESSICA LUS ** MY COMMISSION I DD 453751 EXPIRES: July 21, 2009 ��'"oF F�� Bonded Thm Budget Notary Services 5euer\ Sens P-4 y70 y)d 4 douse 5��e s /07/.1 w /0& z os 7391 0& AVAFL v 7�3�/G o�X7 Sgt. rV(�iV 74V 3 LI 7 G Oo 00 X Y 1 w E t _ � f q[ 00 � r IYA P-4 y70 y)d 4 douse 5��e s ai ,ca 7391 ?3/ 23'//If 7�3�/G ?31�i Sgt. 7I 74V 3 LI 7 G 00 X QQ �J �n KJ M x 0�0 0(7) E�.1a 739iG �3 aql 0 116 ik H�3/ Na%s �a' ya'lg ail y3'y qa lg V /g s 1 gas/� ai ,ca 7391 ?3/ 23'//If 7�3�/G ?31�i Sgt. —71 . We 1p/ ham ik H�3/ Na%s �a' ya'lg ail y3'y qa lg V /g s 1 gas/� ✓� K$ 5 � SV ai ,ca r —71 . We 1p/ ham 00 1 E t _ � f q[ 00 ✓� K$ 5 � SV