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HomeMy WebLinkAbout157 Pine Isle Dr (4)Permit # Job Address: Description of Work: Historic District: aLO - IS17 RECEIVED CITY OF SANFORD PERMIT APPLICATION q ,�1 q Date: 1 Iv ` 2003 Zoning: Permit Type: Building '>e- Electrical Mechanical - Plumbing - Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential �X' Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: # of Water Closets Addition/Alteration j)< Change of Service Temporary Pole Replacement New ' (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: QIu # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required For otter than X) Parcel #: 10_r 0 r 3000 ! /0000 i WOO (Attach Proof of Ownership & Legal Description) Owners Name & Address: l._u [ 5 i- l -an CA_ C V l I a to Contra or Name 8 Phone & Fax: Bonding Company: Address: Mortgage Lender: Phone: :4- 0 / e.1L State License Number: Contact Person: LJ/lI I ( Phone: 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 Iaex :: !(':M;ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR ;:'/t''"Pd(3 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. a0'% 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 . this county, and there may be additional permits required from other governmental entities such as wat management districts, state agencies, or federal agenclGe. Acceptance of p r$tit is veri tion that I will notify the owner of the property of the requirem s lorida n L S 713. - �10; a OWN Zo ei D cS Signature of Owner/Agent Date atu Co r/A nt, I Date 114 e Print Ow r/ ent's Name P i Contras or.' ge is Na �� o E T l8'0�- E u mature of Notary- tate of Florida Date ignature of Notary -State of lorida Date U •Q `'� • rib n Owner/Agent is ✓ Produced ID Personally Known to Me or Contractor/Aeent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: � N 9 26"o3 Utilities: (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) ` �P ru V CK X I V QL)" os- - 30'L3, Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http : //www. scpafl. org/p is/web/re_web. seminole_county_title?PARCEL=10203 051100001... 4/20/2005 DAviv . oHnso". CFA, ASA Ss,�£„d PROPERTY APPRAISER d 3 F F, , SEMINOLE COUNTY FL, 1lot E. r1RST ST 407.665-7506 PINE I$LE-1 R �a 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 10-20-30-511-0000- Number of Buildings: 1 Parcel Id: 1200 Tax District: S1 SANFORD Depreciated Bldg Value: $115,177 Owner: COLLAZO LUIS A & Exemptions: 00- TANYA HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $29,000 Address: 157 PINE ISLE DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $144,177 Property Address: 157 PINE ISLE DR SANFORD 32773 Assessed Value (SOH): $144,177 Subdivision Name: STERLING WOODS Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $119,177 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $2,123 WARRANTY DEED 06/2004 05416 1506 $172,000 Improved 2004 Tax Bill Amount: $1,650 SPECIAL WARRANTY DEED 09/2000 03927 0846 $118,500 Improved Save Our Homes (SOH) Savings: $473 WARRANTY DEED 03/2000 03828 0476 $315,000 Vacant 2004 Taxable Value: $80,522 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 120 STERLING WOODS PB 54 PGS 93 THRU 95 LOT 0 0 1.000 29,000.00 $29,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2000 7 1,874 2,290 1,874 CB/STUCCO $115,177 $118,130 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 36 Appendage / Sgft GARAGE FINISHED / 380 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ”" Ifyou recently purchased a homesteaded property our next ear's property tax will be based on Jusb'Market value. http : //www. scpafl. org/p is/web/re_web. seminole_county_title?PARCEL=10203 051100001... 4/20/2005 EWING CONSTRUCTION SERVICES 611 New York Ave. St. Cloud, FL 34769 (407)277-4115 Florida 2005 I, Ben James Ewing, give power of attorney to Jess Ca- 2uj fel U for the purpose of Obtaining a building _ e'rmit to'const construct a pool enclosure on Lot a d in cry' n �/v� S subdivision. Address: 1 Sl I ne 1S�e The foregoing instrument was acknowledged before me this la day of s , 2005 byb2la. 11— L gg D► StVI b U�'lQ �1 C -f NOTICE OF COMMENCEMENT ���ann � PennmtlN'o. �� 3 ��a Tax Folio No.IO - A- -ID '5j 1 ( " UUQ0' (0-00 State of Florida County ofml t10 e 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 of property: (legal description of the property and street address if available) E_et 12.0 SkViind Dods . p6 q . aA5 2. General description of improvement: 960Y1 5 3. Owner information a. Name and add C 1n I `- vVq -O Vc1 b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address l W co iI f: ► V e JJ g b. Phone number Fax number 5. Surety a. Name and address b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address OF K- b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documNu&nfay be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and addressSEP gn 4 „ v J b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) .-v J � Signature op7bwner Sworn to (or affirmed) and subscribed before me this day of , 20 �, by Personally Known X OR Produced Identification Type of Identification Produced Signature of Notary Public, State of Florida Commission Expires: oy P4 Lani Rae Bra�aon I Millie g Rolm 11011111011111141111 11IN1111118 • My Comsswn miD0123857 � 'iwnd�f ^t, 2238 MARYA H11 a U ERIK t la>iRWIT MT Expires August scion EK ()589& V # G ()59 4 CLERK" S 4 2010 1 55652 1i'E MD 091121a)05 12:43-5155 PN WWRDIN6 FEES,10.00 RWINW-1) 1W t h4den 11 SCREENED ENCLOSURES EXISTING STRUCTURE ALUMINUM BEAM (TABLE 1.1 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES K -BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR 1.6) 1" x 2" (TYP.) SECTION 1 - PURLINS (TYP.) - SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE.- N.T.S. ALTERNATE CABLE 1" x 2" (TYP.) GRADE CABLE CONNECTION (SEE DETAILS SECTION 1) RISER WALL WHERE :QUIRED )RLINS (TYP.) AGONAL ROOF BRACING EE SCHEMATIC SECTION 1) ABLE BRACING �i :RIMETER WALLS FRAMING =E TABLES 1.3 AND 1.4) TYPICAL DOME ROOF - ISOMETRIC SCALE. N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - CEVELOPMENT CONSULTANT P 0 BOX 214368. SOUTH DAYTON, FL 32121 TELEPHONE I3W 767-1771 FAX (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: BENNETT, P E. II 1-3 _ _ rzl__►rlr tilzCtl�u� -t5 'v- i / 16 Qi-A---r-- CUT SGC I' I O N F It O IA W n ► ICl t & Nut (U I. A. iIIU X 3/4' SFIS nlJGl_l_ HIZ I/)r I::AIn-1= I'FI_n7 BAR nr.cF_nrr_u `�, 1'16_Sti1 11 St,CI__VI_ a IlV1.IL !11711111.-1= 1_I1C11'(I) Cnlll_E LIIZ 1/4 I APCUI IS ii= e _; •_ _ I%iii -���� � . SCREENED ENCLOSURES IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS HOST STRUCTURE ROOFING 2" LAG SCREWS (SEE SECTION 9 FOR SCREW SIZE) 2" STRAP LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 ALTERNATE LAG SCREW AND FERRULE 2" x 2" ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW SIZES) EACH SIDE OF BEAM AND SUPER OR EXTRUDED GUTTER FASCIA AND SUB -FASCIA SECTION 1 NOTE: MINIMUM POST SIZES ARE REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) SELF -MATING BEAM (SEE TABLE 1.1 OR 1.8) 2" x 3" COMPOSITE EAVE GIRT e e e FASTENERS SIZE, NUMBER e e AND PATTERN (SEE TABLE 1.6) e e \� I POST SIZE (SEE 1.3 OR 1.6) _ -- - — SOFFIT SUPER OR ® EXTRUDED I� GUTTER e MA.:. DISTANCE TO HOST STRUCTURE WA_L 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 5 SCALE: 3" - 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPvENT CONSUL7ANT P.O. BOX 214368. SOUTH DAtTONA. FL 32121 TELEPHONE. �386�-57-774 FAX. (386) 767.5556 PAGE © COPYRIGHT 20041-29 NOT TO BE REPRODUCED IN 'WHOLE OR IN PART WITHOUT THE WRITTEN, PERMISSION OF LAWRENCE E. BENNETT, P.E SECTION. 1 2"x4"OR2"x6" SELF MATING BEAM 1"x 2" SNAP SECTIONS ATTACHED TO 2"x 2" W/ #10 x 1-1/2" S.M.S. @ 24" O.C. _ OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1"x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES MINIMUM -POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) .01 i 101 ALTERNATE FLAT ROOF SELECT FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6 & 9.5A OR 9.5B) 2" x 3" HOLLOW OR SNAP �- SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP SCALE: 3"= l'-0" Lawrence E. Bennett, P.E. FL?'r 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE. (386) 767-4774 FAX: (386) 767.6556 _ PAGE © COPYRIGHT 2004 1-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P E. s SCREENED ENCLOSURES Table 1,.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing SECTION 1 Beam Size Upright Size Minimum Purlin, Girt Deck & Knee Brace Size" Anchors Notes Minimum Number of Screws' #8 x '/:" #10 x '/_" #12 x 'h" Beam Stitching IScrew @ 24" O.C. 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lao 6 4 4 1 - 2" x 4" 2" x 3" 2" x 2" x 0.044" 2 Full Lao 8 6 4 #8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full Lao 8 6 4 #10 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full Lao 8 6 4 #8 2" x 6" 2" x 3" 2" x 2" x 0.044" 4 Full Lao 10 8 6 #10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 1 Partial Lao 10 8 6 #10 2" x 7" 2" x 4" 2" x 2" x 0.044" 4 Partial Lao 14 12 10 #12 2" x 8" 2" x 5" 2" x 3" x 0.044" 6 Partial Lao 16 14 12 #14 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lao 18 16 14 #14 2" x 9"" 2" x 7" 2" x 4" x 0.050" 8 Partial Lao 20 18 . 16 #14 2" x 10" 2" x 8" 2" x 4" x 0.050" 1 10 Partial Lao 20 18 16 #14 Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center Gusset Plate Thickness Beam Size Thickness #8 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" 910 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = 0.125' #12 1/2" 1" 1 2" x 9" x 0.072" x 0.224"/6" = 0.125" #14 or 1/4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0..306" 1/8" = 0.125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 1/4" = 0.25" 3/8" 1" 2" Refers to each side of the connection of the beam and upright and each side of splice connection. " 0.082" wail thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each sice of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided'the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on eacn side of the cut 8. All beam to upright connections for 2" x 7" beams or larger shall have an internal or external gusset plates. Gusset piates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2" x 3" beam. 11. Connect beam to upright w/ H -bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. 12. For girt size use upright size (i.e. 2" x 6"). Read the 2" x 6" beam row for min. girt of 2" x 2" x 0.044". Table 147 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0' - 2'-0" 2" x 2" x 0.044" 2" H -Channel With (3) #10 x 1/2" EACH SIDE To 3'-0" 2" x 3" x 0.045" 2" H -Channel With (3) #10 x 1/2" EACH SIDE To 4'-6" 2" x 4" x 0.044" x 0.12"2" H -Channel With (4) 3/4" long screws (size to be determined by beam size, see table 9.6) (See Table 1.6 For Number And Size Ut Screws) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEVELOPME.NT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE. (386)767 --- FAX. (386) 767-6556 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E. PAGE 1-61 jAWR.E4CE E. BENNETt, P. E. CIVIL & STRUCTuRAL ENGINEERING P. O. BOX 214368 SOL7H DAYTONA, FLORIDA 32121 pgONE # (386) 767-4774 Fax *: (386)-767-6556 E-mail lebpe@beIL-.Duth.net Website @ hnp://www-lebpe_cvm To: WHOM IT MAY CONCERN Re: "Aluminum Structures Design Manual" page 1-59 Dear Building Officials & Contractors This is to certify that I have reworded Note r So Table I.5 to read "All beam to upright connections for 2"x 7" beams e°i$ wed at pec have n_ an Gusse plates are 8�� plate, except when a knee required for mansard, Sable and all splice connecnons." This note will i)ee included in the next printing of the manual. This change is effEc ve immediately and retroactive to jobs that have used knee braces. If you have any gllestions ply tl�►em to me. LaLa 7 'S � 6 2 SEP 2 u03 -+y itr".�c� Fill •ko �' ; �_ ,^. SECTION 1 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6x6 -10x10 WELDED WIRE MESH OR FIBER MESH CONCRETE. SCREENED ENCLOSURES POST SIZE 2" x 4" MAX. SIDE WALL POST TO PLATE TO CONCRETE DETAIL cr^nl F "I"= 1'-0" 1" x 2" EXTRUSION ANCHOR TO CONC. W/ CONC. ANCH. 6" MAX. EA. SIDE OF EA. POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH CONC. 2" x 2", 2" x 3" OR 2" x 4" HOLLOW SECTION (SEE TABLES) MIN. (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES MASONRY ANCHOR @ 6" EA. SIDE OF POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SIDE WALL HOLLOW POST TO BASE DETAIL SCALE: 3" = 1'-0" POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS General Notes and Specifications: 1. The uplift load on a pool enclosure upright is calculated as 1,2 the beam span x the beam spacing x the screen load of 7# / Sq. Ft. EXAMPLE: FOR A 2" x 6" BEAM WITH A SPAN OF 23' AND A BEAM & UPRIGHT SPACING OF T USE: 112 x 17'-11" x Tx 10# / Sq. Ft. = 627.2# UPLIFT 2. Table 1.6 of.this manual uses the worst case loads for all cases. 3. In all cases there must be a primary anchor within 6" of each side of the upright. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE. (386) 767-1774 FAX: (386) 767-6556 PAGE © COPYRIGHT220" - 1-48 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E SCREENEDENCLOSURES SCREWS OR THRU-BOLTS (SEE SECTION 9) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SECTION 1 POST SIZE 2" x 4" MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER. MESH CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING WALL W/ (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS SCALE: 3" = 1'-0" POST SIZE 2" x 4" MAX. (SEE TABLE) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SIDE WALL ALTERNATE POST TO BEAM AND PLATE TO CONCRETE 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. (386)767-17,4 FAX: (386) 767-0556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E 1"47 SECTION 1 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 r_- U01-41 -4-in to 150 M_F_H_ and Latitudes Below 30'-30'-00" North (Jacksonville, FL) Hollow Sections 3'-0" Tributary Load Width W'= Beam Spacing Tributary Load Width 'W'= Beam Spacing 3'-0" 4'-0" 5'-0"1 6'-0" 7'-0" 1 8'-0 Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-10" b 8'-7" b T-8" b 1 6-11" b 1 6'-6" b 6-1" b 5'-8" b 2" x 2" x 0.055" 10'-9" b 9'-4" b 8'-4" b T-7" b 7'-1" b 6'-7" b 6'-3" b 2" x 3" x 0.045" 13'-4" b 11'-7" b 10'-4" b 9'-5" b 8'-9" b 8'-2" b T-8" b 2" x 4" x 0.050" 14'-8" b 12'-8" b 11-4-_b 10'-4" b 9'-7" b 8'-11" b 8'-5" b Self Mating Sections 3'-0" Tributary Load Width W= Beam Spacing 1 4'-0" 5'-0" 6'-0" 1 Allowable Span 'L' / bending 'b' or deflection 'd' Tributary Load Width 'W'= Beam Spacing Snap Sections 2" x 4" x 0.044 x 0.100" 19'-11" b 17'-4" b 15'-6" b 14'-2" b 13'-1" b 12'-3" b 11'-6" b 2"x5" -x0.050" x 0.100" 24'-9" b 21'-5" b 19'-2" b 17'-6" b 16'-2" b 15'-2" '-,b 14'-3" b 2" x 6" x 0.050" x 0.120" 28'-7" b 24'-9" b 22'-2" b 20'-3" b 18'-9" b 17'-6" b 16-0" b 2" x 7" x 0.055" x 0.120" 2" x 7" x 0.055" w/ insert 32'-3" 42'-10" b 27'-1 1" b 37'-1" b 24'-11" b 33'-2" b 22'-9" b 30'-4" b b 21'-1" 28'-1" b 19'-9" b 26'-3" b b 18'-7" 24'-9" b b 2" x 8" x 0.072" x 0.224" 4T-7" b 36'-1" b 32'-3" b 29'-5" b 2T-3" b 25 6 b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 34'-11" b 31'-11' b 29' 6" b 27'-8" b 26'-1" b 9" x 0082" x 0.310" 49'-6" b 42' 11" b 38 4 b 35'-0" b 32'-5" b 30'-4" b 28-7 b " x 10" x 0.092" x 0.369" R2' 59'-6" b S1' -T' b 46'-1" b 42'-1" b 38'-11" b 36'-5" Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from Upright to center of trace to beam connection to the above spans for total beam spans. 6. Pudin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0the beam at the center punin and cne punin for each 14'-0" on each side of the center punin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8" o.c. center punin and (2) purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11' 4" 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) 767-6556 PAGE C © COPYRIGHT 2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Tributary Load Width 'W'= Beam Spacing Snap Sections 3'-0" 4'-0" 5'-0" 1 6'-0" 1 7'-0" 8'-0" 9'-0" Allowable Span V/ bending 'b' or deflection 'd' 2" x 2" x 0.044" 11'-9" b 10'-2" b 9'-1" b 8'-�" b 7'-8" b T-2" --b79'-10" b 6'4" b 2" x 3" x 0.045" 15-1" b 1371" b 11'-8" b 10'-8" b 1 9'-3" b 8'-8" b 2" x 4" x 0.045" 18'-5" b 15-111" bi 14'-3" b 13'-0" b 12'-1" bj 11'-3" b 10'-8" b 2" x 6" x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5' b 19'-2" b 18'-0" b 2" x 7" x 0.062" 34'-9" b 30'-1" b 26'-11" b 24'-7" b 22'-9" b 21'-3" b 20' 1" In Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from Upright to center of trace to beam connection to the above spans for total beam spans. 6. Pudin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0the beam at the center punin and cne punin for each 14'-0" on each side of the center punin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8" o.c. center punin and (2) purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11' 4" 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) 767-6556 PAGE C © COPYRIGHT 2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES Table 1.3 Allowable Post ! Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 c.." z moo, -„orf wind oust at velocitv of 120 MPH or an applied load of 14 tf / sq. ft.' Self Mating Sections 3'-0" Tributary Load Width "W= Upright Spacing Tributary Load Width 'W'= Upright Spacing Hollow Sections 3'-0" 4'-0" 1 5%0" 1 6'-0" 1 7'-0" 1 8'-0" 9--0-- 13'-1' Allowable Height 'H' 1 bending 'b' or deflection 'd' 11'-11" b 11'-1" 2" x 2" x 0.044" 2" x 2" x 0.055' 2" x 3" x 0.045" 2" x 4" x 0.050:7-'--1-275--b 8'-4" 9'-1" 11'-3" b 7'-3" b 6'-6" b 5-11" b 5'-6" b 5'-1" b 7'-11" b T-1" b 6'-5" b 5-11" b 5'-7" b 9'-9" b 8'-9" b 7'-11" b T-5" b 6'-11" 10'-9" b 9'-7" b T-9" In 8'-1" b T-7" b 4'-10" b b 5'-3" b b 6' 6" b b T-2" b Self Mating Sections 3'-0" Tributary Load Width 'W' = Upright Spacing 4'-0" 1 5'-0" 1 6'-0" T-0" 1 8'-0 Allowable Height 'H' I bending 'b' or deflection 'd' Tributary Load Width 'W'= Upright Spacing 2" x 4" x 0.044 z A.100^ 16'-11" b 14' 8" b 13'-1' b 11'-11" b 11'-1" b 1.0' 4',. b, 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-1" b 16'-2" b 14'-9" b 13'-8" b 12'-10" In 12'-1" b 2" x 6" x 0.050" x 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1" b 15-10" b 14'-10" b 13'-11" b 2" x 7" x 0.055" x 0.120" 27'-3" b 23'-7" b 21'-1' b 19'-3" In 17'-10" b 16'-8" b 15'-0" b 2" x 7" x 0.055" w/ insert --T67-3--b 36 b 31'-4" b 28'-1" b 25'-7" b 2 3'-9" b 22'-2 " b 20'-1'" b 2" x 8" x 0.072" x 0.224" 35' 2" b 30'-6" b 27'-3" b 24'-10" b 23' 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29'-6" b 26'-11" b 24'-11" b 23'-4" b 22'-0" b 2" x 9" x 0.082" x 0.310" 4 i'-10" b 1 36'-3" b 32'-5" b 29'-7" b 27'-5" b 25'-8" b 24'-2" b 2" x 10" x 0.092" x 0.369" 50'x" b 43'-7" b 38 11" b 35'-7" b 32'-11" For allowable heights at wlna velocmue- U.IJc. I-- -- - - -- for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights 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. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Heicht is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-112" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR 'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-174 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 1-58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E. Tributary Load Width 'W'= Upright Spacing Snap Sections 3'-0" 4'-0" 5'-0" 1 6'-0" 1 7'-0" 8'-0" 9'-0" Allowable Height 'H'/ bending 'b' or deflection 'd' 2" x 2" x 0.044•• 0'-11" b 8'-7" b T-8" b T-0" b 6'-8" b 6--i " b 5-9" b 2" x 3" x 0.045" i2'-9" b 11'-0" b 9'-10" b 9'-0" b 8'-4" b 7'-10" b I -4 b 2" x 4" x 0.045" 15'-7" b 13'-8" b 12'-1" b 11'-0" b 10'-2" b 9'-7" b 8'-11" b 2" x 6" x 0.062" 26' S" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15-3" b 2" x 7" x 0.062" 29'-5" In 25'75" b 22'-9" b 20'-9" b 1 19'-3" In 17'-11" b 16'-' 1" b ki- i n - rhu cncrifiratinn nage For allowable heights at wlna velocmue- U.IJc. I-- -- - - -- for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights 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. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Heicht is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-112" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR 'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-174 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 1-58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E. SCREENED ENCLOSUR 5 CONNECTOR MAY ANGLES INTERNAL 'U' CHANNEL OR CHANNEL ACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) CARRIER BEAM (SEE TABLE 1.5) MINIMUM NUMBER S.M_S. 3/4" LONG REQUIRED EQUAL Tp BEAM DEPTH (SEE SECTION 9) SECTIO EXTRUSIONS W/ INTEF SCREW BOSSES MAYLr CONNECTED W/ (3) #10 INTERNALLY PRIMARY BEAM (SEE TABLE 1.1 OR 1.8) CARRIER BEAM TO BEAM CONNECTION pETgIL >> 1„ x ALTERNATE BEAM TO WALL CONNECTION ATTACH 2„ 1„ x 3„ OR 2" ) 2 x 2" x 0.060„ ED TO WALL W/ #10 x EXTERNALLY MOUNTED 2" S.M.S. ANGLES ATTACHED TO @ 16" O.C. I FRAME WALL W/ MIN. WOOD 2" LAG SCREWS P (2) 3/O x HOST STRUCTURE MASONRY ER SIDE OR G TO CONCRETE W/ (2) 1/4 2-1/4" " x ANCHORS OR MASONRY (SELECT FASTENERS MED WALL _� WALL ADD (1 � q FROM n SIDE FOR EACHNNC �R PER SECTION a 9 TABLES) o C ® - _ DEPTH LARGER THAN 3" BEAM w a ALTERNATE I � _ 1 ATE CONNECTION: PRIMARY ' O 1-3/4" x 1-3/4" x 1-311- OR MISC. F INTERNAL U- 3/ x 1/8" FRAMING � CHANNEL SEAM (SIZE PER TABLES) ArACHED TO W WALL W/ WO NEI FRAME ANGLE OR RECEIVING MIN. (3) 3/8" x 2„ LAG SCREWS OR TO CONCRETE CHANNEL OR MASONRY x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH BEAM TO INCH OF BEAM DEPTH WALL CONNECTION LARGER THAN 3„ SCALE: 3 _ - DETAIL 1,_0„ Lawrence E. CIVIL E Bennett, P.E. FL # 16644 P :O. BOX 274 68 0E1- _ OPI�ENT CONSUL TANT TEL. SOUTH DAY'TONq FL 3271-1 © COP PHONE. (386)767�i,4 COPYRIGHT 2W4 T 2D04 FAX: (386) 767-ogjg 0 BE REPRODUCED IN WHOLE OR IN PART .,VITHOUT THE WR17TEN PERMISSION p O PAGE ' l_twRENCE E. 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ENTRY w w 0 in CONC T A/C PAD �( 0.01 — FND IY4" I.P L.S #2005 (P) 196.32' 5' CONC S/W (M) 196.52' -------I FND IP4" I.P ° FND 1Y'• I.P & UE 0.7' L.S #2005 L.S #2005 ITI O 0 ONE STORY o CONCRETE 20 BLOCK RESIDENCE #157 CONIC CONCI -PAD rPAD I_ 40.0' 1 5' DE T UE 5` N 89015'59" W 50.00' 157 PINE ISLE_ DRIVE SANFORD, FL 32773 w k w 0 0 0 T --I O �t �t 0 O FND 1Y4" I.P L.S #2005 ADDI i IONAL NOILS SUBJECT TO ANY EASEMENTS AND/OR RESTRICTIONS OF RECORD.' I I I ABUTTING PROPERTIES DEEDS HAVE NOT BEEN RESEARCHED FOR GAPS, HIATUS AND/OR OVERLAPS. BUILDING TIES ARE NOT TO BE USED TO RECONSTRUCT PROPERTY LINES. FENCE OWNERSHIP IS NOT DETERMINED RLS # R.04-06-0782 CLIENT # 04164766 FIELD DATE 6-17-04 CADD TECH: BSC APPROVED. JPI Lot 120, STERLING WOODS, acmrdhiq to Iho Flat Ihr+r­ )f. SCALE 1"=30' es recorded in Plat Book .54, Page(s) 93-95, Public Rpr-nrTTs Fit Semiriol,� convoy, Flnridn. L �r1 rTT�Ti, TT, (above described Property lies in Section 10, Township 2.0 Sonth, RmigP 30 Enst) _ __ T T Tt TI BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE ASSUMED AND BASED UPON THE-. SOUTH LINE OF LOT 120, AS BEING N 89'15'59' W. PER PLAT LIST OF POS§IBLE ENCROACHMENTS: CONCRETE A/C PAD SURVEYOR INFORMATION: COORDINATED BY: PREPARED FOR: PREPARED FOR Ireland S�rveyti�g, Ir>,C1 6001 Brick Court Suite Pmr 117 A"in.ter Park, Florida RESIDENTIAL Ift UNIVERSAL P.O.C. - PONT v ODM DIGIN ENT PPP POWER POINT Of CURVATURE LAND SFIRVICGS, INC. 3z7. 621 24TH AVENUE S.W. NORMAN, OKLAHOMA 73069 LAN I I I I L E PrtnFF = P Tw 6 Office -407.678.3366 CERTIFIED 70: (as furnished) c - CALCULATED - NE P - PLAT pC = �AI1RE R - RA" FAX: (405) 701-1027 00"CR !. - cONtl1ET[ �L Fax -407.671.6678 PHONE: (405) 701-1100 Me Make h Happen rir sl Arnerican Title Insurance Company E-MAIL: Ireiandeurveong.com WWW.RLSNOW.COM Rk - ROLAR • 0* RDDO rFNCE FLORIDA AS SET FORTH IN CHAPTER 61G 17-6, FLORIDA ADMINISTRATIVE SURVEYOR FILE NUMBER: RLSmm • ae P.O.C. - PONT v ODM DIGIN ENT PPP POWER POINT Of CURVATURE SURVEYOR'S CERTIFICATE 0100 Pm Ili 04 OPA1101 RS�D0I�SIFAIIC HOODS 001101 094 Too. _ AIR �DINEI NER OFT)OK RECORDS BOOK au - OLTRIMM UTILITY LINE PrtnFF = P Tw CERTIFIED 70: (as furnished) c - CALCULATED - NE P - PLAT pC = �AI1RE R - RA" I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS 'THE 00"CR !. - cONtl1ET[ �L PPOIFLANT w M. - BOOM-FEEICU- MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYS IN rir sl Arnerican Title Insurance Company CB'"' ' CH. II °IDC" ""� " O �0 = DMONU PCP - P00044 M CONTROL POINT PD. - PME Rk - ROLAR • 0* RDDO rFNCE FLORIDA AS SET FORTH IN CHAPTER 61G 17-6, FLORIDA ADMINISTRATIVE Universal I and Title Inc Inc rt ENT c>,A - ODRWM PM ACCESSIBLE PI _ POW Or IHM"ECTION P.Od- P OF KOINHI'II FOR TITLE INSURANCE CODES, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES Countrywide Home Loans COM _ 00"CR TE �` _ P.O.C. - PONT v ODM DIGIN ENT PPP POWER POINT Of CURVATURE Luis & Tanya Coilwo - DRARV4E rt PrtnFF = P Tw DD iCaMcw R - RA" E.O.M. - MOE OF WATER M. - BOOM-FEEICU- E NOTES FEMA - FEDOML DFOHDENCT Rk - ROLAR • 0* RDDO rFNCE t. THIS 3111REY WAR PE1FPMmWIT11DUf THE RETERI OF ACOANfT1IENF MNYOEIUR AOENCY REE. - RlDO.O1m OV411 LINK FENCE• Fi - RR.91[D rLOLT aEMTDN RFD. - ROOFm .. HOO-*W FENCE FOR TITLE INSURANCE Do. Al" OF-'VwN �Y _ PPOLIM�E ] UNDE RGROUNDURL TY iNSTALUTIONS. LRAEROROUND _ ( _ IMFROVEME M3, FOUFAATION3 ANDOR OT HER UNOEROROUND Y - 11EAS11RFD''�DT LIE - LRUTT EASOi IT 9t RLCTURES VJE REMT UO TEDBY THISSUWEY. M40 - HAL L! DTA( MM - EMTLTE METIER T VILESS MITE D OR OMCTFOOTHERWSE. ALL PROPERTY RA - R -� K 3ET RSR- SET VIT' PEaR ! GP'R4 IE200•-_ _ MIL\1 CORNERS StK)WNINVE NO LS OR LR IDENTIFICATION FLOOD ZONE INFORMATION — - .- --.- -- T RIE I'MMSE Or TIRS SURVEY 13 FOR USE IN OBTAIMM TRLF ( r OR INF ORMA TIONAL PURPOSES ON_Y) JA P. IRELAND PLS 42 L. 53P7- \\DATED 6-17-04 IOMTPWMACE I0.1LPAM]IIAT TND sluuD NDr RE UREO FOR SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD �-�— CONSTRICTION PUID FORSf5 ZONE'X', AREA OF MINIMAL FLOODING. PER F.I.R.M. (FLOOD INSURANCE S 3UINEYISNDTVALIDFODAESHO IER$ACTIONAFTF.RPD SURVEY IS NOT VALID WITFIOUT ANAUTHENTICATED ELECTRONIC DAYS rROM THE LATEST DATE SIbWN IIEREOII RATE MAP) 12117C, PANEL NUMBER 0015 E. U15T REVISION DATE 4 1795. THIS SURVEY ING COMPANY AND SIGNING SURVEYOR MANE NO SIGNATURE AND AUT' F IENT ICATED ELECTRONIC SEAL GUARANTEES AS TO THE ACCURACY OF TETE ABOVE INFORMATION.—_ THS SURVEY IS PREPARED FOR THE EXCLUSIVE USE THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. DATE—REVISION DATE REVISION AND BENEFIT OF THE PARTIES LISTED HEREON. FOR ALL INQUIRIES CONTACT: RESIDENTIAL LAND —----"-- '----- LIABILITY TO THIRD PARTIES MAY NOT BE TRANSFERRED OR ASSIGNED. SERVICES, INC. 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