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Permit 1563 Linkside Dr (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: Property Owner: 'Phone # Contractor: Phone # Permit#: Date Issued: Building Inspections: Footing 3:.2 y Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up -`7-D4-4 Insulation Final Building .5-,Ap0,4 Tree Permit# —� YES NO Electrical Permit# Date/ Copy to JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric 01- Released to JEA ELIP00(-0y.Lg0S(V Temp. Power Released to JEA Temp. Pole Released to JEA Final 5•a 1 D N Released to JEA Mechanical Permit# - Inspections: Rough Final Plumbing Permit# Inspections: Rough / Underslab Topout Water/Sewer Final Drainage Inspection: �— Pool Permit# - Inspections: Steel a 4 Final �— Grounding Final Roofing Permit# Inspections: Nailing/Sheathing Final [— Fire Inspection: Failed Inspections: Date Paid: _ Date Paid: Cit i�++ of Atlantic Beach *** CUSTOMER RECEIPT *** '.BRBtEK Type: OC Drawer: 1 /88/84 81 Receipt no: 45823 Ds :ion Quantity Amount AA 2N& BP BUILDING PERMITS 1.86 $248.N 2884 28856 BP BUILDING PERMITS 1.88 $248.N Tender detail CK CHECKS 1835 $488.98 Total tendered $488.88 Total payment $488.88 Trans date: 4/88/84 Time: 14:18:83 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 I- J,31= ' Application Number . . . . . 04-00028056 Date 4/08/04 Property Address . . . . . . 1563 LINKSIDE DR Tenant nbr, name . . . . . . 7500 GALLON POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25032 Owner Contractor ------------------ ------ ----------- ------------- NICHOLSON, TIMOTHY CLIFT & CO POOLS & SPAS 9340 ARLINGTON EXPRESSWAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 855-0019 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 160 . 00 Plan Check Fee 80 . 00 Issue Date . . . . Valuation . . . . 25032 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 160 . 00 160 . 00 . 00 . 00 Plan Check Total 80 . 00 80 . 00 . 00 . 00 Grand Total 240 . 00 240 . 00 . 00 . 00 t BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH co: J� BUILDING / ZONING DEPARTMENT in r s 800 Seminole Road S. oerr . Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: i66, 22, L,►-h k,s; 0L Z>f- Applicant: L lw:-4 'f N. he c"I S Project: �7, This permit application has been: ❑ Approved Reviewed and the following items need attention: _"- r Please re-submit yo applic tion when these items have been completed. Reviewed By: Date: s) CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Af4 Out- / Date: Job Address: �.� n S CI e �r" }�yCr fes-- -32-2-33 Owner of Property: /l rn v ,, NQ,GJ1D 1u n Telephone: Cgo`+J c.2 yro-1;1� v.'3 Pool Contractor: __Er'i c, l� • C) -P+ -C/"-,1- -I Ca Po Sri L Contractor's Address: 01 3 y ' p, L L 3 Z 22S Telephone: (1 a(4J Fax: State License Number: CPC Valuation of proposed construction: _d s-() 3� r"—' Gallons: 75 b 0 SITE PLAN front rear Signature of Owne� Signature of Contractor: 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (9. ,4)247-5800- Fax: (904)247-5845- http://www.ci.atiantic-beach.fl.us Revised 1/14/03 m OWNER'S AUTHORIZATION FOR AGENT �/ c GJ-� � co PC� S� '/P�S is hereby authorized to act on behalf of /1 � n A1v ct)o 1 S vn , the owner(s) 'of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance ❑ Appeal ❑ Use-by-Exception Fence or Pool Permit ❑ Rezoning ❑ Sign Permit ❑ Plat or Replat ❑ Other Br'La e41wner 10 a�J Print Name Signature of Owner Print Name Telephone Number State of Florida - County of Duval Signed and sworn before me on tlus , day of,200 : By hs Identification verified.....b 1 V L 1 Oath sworn: Yes / No N#ry Signature My Co MY COMMISSION#CC 929594 EXPIRES:April 19 2004 o' Bonded Thru Notary Public underwdtaro CITY OF ATLANTIC BEACH cc.. Js BUILDING I ZONING DEPARTMENT ins r ss1 800 Seminole Road " jl Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # CM - Z Cam(p Property Address: Lf-I k J to r Applicant: C-1 r r% -J i r�S Project: (_ This permit application has been: Lid Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: L Date: s J s, +CITY OF ATLANTIC BEACH =13% POOL PERMIT APPLICATION ' CA Date: < m Job Address: ,y.,» : Owner of Property: s ' . Telephone �<a 1. aw i� Pool Contractor: E� -,C-. N. t I /,- -Q-- j,' 4 �'.� �: �� •t 5S Contractor's Address: Cil 3' {. := 5zA� /€ ` . ` � F Telephone ` . �� _ �? Fax: ��� �.�;x.� � � s' State License Number: Valuation of proposed construction: Gallons: S. k� �c, SITE PLAN front rear d Signature of Owner` 4, .., Signature of Contractor ' 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (9A4)247-5800, Fax: (904)247-5845• http://www.ci.atiantic-beach.fLus Revised 1/14/03 OWNER'S AUTHORIZATION FOR AGENT is hereby authorized to act on behalf of ">3 ` F , the owners) "of those lands described within the attached application, and as described in the attached deed or other such proof of i ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ' ❑ Zoning Variance ❑ Appeal ❑ Use-by-Exception Fence or Pool Permit F] Rezoning ❑ Sign Permit ❑ Plat or Replat ❑ Other €Fri BY-' 3<� F,Sigma e of CKyner c4t jt) i Print Name Signature of Owner Print Name Telephone Number State of Florida -" County of Duval Signed and sworn before me on this -, _ day of,2004r By Identification verified Oath sworn: Yes No No'ffiry Signature My Com -- ''Ap'k'. 40MN' HULL . �Y COMMISSION N t C°24594 °; EXPIRES:April 19,20-04 z .�r ti r._iau ihru Notiry PuNic tjwfo mu, � , . ?fin ) � ?� ^ <<.I a7 Q . Selva Linkside H ► APR 0 6 2004 OWN ERs AsSOCiA-TION, INC � BY. P.O, Box 330026 .._._.. AdAwic BEACH, FL 32233 April 6, 2004 Tim Nicholson 1563 Linkside Drive Atlantic Beach, FL 32233 Dear Mr. Nicholson, This letter references the Architectural Review Committee Request Submission Form, dated March 21, 2004, seeking A.R.C. approval of your plans to install an in-ground pool on your lot. The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your request. Their approval is bused on the documentation submitted for their consideration and any deviation from the plans, specifications or materials outlined in those documents will result in a halt of construction or a removal of the item(s) at your expense. Please make sure that all required City permits are obtained, If you have any additional comments or questions, please do not hesitate to contact sus. Sincerely, Ka Floyd Manager Salva U rkside 11 Owners Assoc., Inc. I i f LINE X6 TILE i ?3 REBA 4NTTNRO�F'"9. BALLS AW) T R 7.�R GREA � IH " EPp 6 GN NG 1. .� 5 W. QQ�B F GN. EXE p p5. a m P, t.A1, 'GO-E -ELO FLOOR g�-6 Mtn• 2,500 0 a R NC T£� m `° -Ag -AY.1 .-�N� 6 r UMP C�_A1� ...�N 4^15 a 5 N s N pc)6 -DESIGN DV4WSIONS SHALL COMPLY WITH SPECIAL SPA air f3c RR.MENTS: REVtsloxs SPECIFICATIONS IN NSPI S AND NSPI 3 BASED ON THE -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH POOLTYM 2S-, -FLOOR E NSPI FOR DIVING WATER ENVELOPES, FL MAX q,aW TMU SpA SE - OR SLOPE 1:12 40 SKIMIMM -SLIDES SHALL MEET THE MANUFACTURE'S -MPS:MIN:fREAD 10'X 12",r MIN.RISER 12"MAX INSTALLATION REQUIREMENT& RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT 13 TYPICAL.OR.FOR P 3 -ZNTRY/WaT:REQUIRED AT THE SHALLOW END AND THE SEAT.MERMEDIATE TREADS AND RISERS TO SwMMER REWt z OUT MTM DEEP END IF OVER S FEET DEEP.ACCEPTABLE ARE 8E UNIFORM.IF THE SPA 13 OPERATED a S CU TO P~ STAIRS(10"MIN TREAD WITH 210 SQUARE INCH MIN. INTIR114TENTLY IT SHALL HAVE A ONE HOUR AREA.12"MAX.RISER WITH INTERMEDIATE TREADS TRUINOVIM IF CONTINUOUS A SIX HOUR TURN OVER AND RISERS UNIPORM} LADDERS.UNDERWATER -MAXCLMUM rLvjpERATURE 104 DEGREES. OPTIONAL DeC1tW SEATS,AND SWIM OUTS(MAXL 20"BELOW WATER). -,MEETANSINSPI ARTICLE XViL SAFETY 1 x•PtT'CH IN 1a -CIRCULATION SYSTEMS,COMPONENTS AND INSTRUCTLoN/SAFETY SIGNS. EQUIPMENT SHALL COMPLY WITH NSF SL -PRESSURE PEST PIPING AT 25 PSI FOR 30 MINUTES OR -THE MAXIMUM TURNOVER RATE IS 12 HOURS. MEET LOCAL CODE IF GREATER. -FILTERS SHALL HAVE AN AIR RELEASE AND NO LIMITATIONS TO PRESSURE GAGE. FLORIDA BUIT.DiNG CODE 4242 SHAPE EXCEPT FOR -PUMPS 3 HP AND LESS SHALL MEET ANSUULI091 Q DIVING THE RESISTANT WITH STRAINER AND MEET THE POOL CONTRACTOR IS RESPONSIBLE FOR I HB REQUIRED FLOW FURNISHING ALL DETAIL DESIGN REQUIREMENTS """ SURFACE SI/hIIMERS SHALL MEET NSF 50 AND FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH E"' Q THERE SHALL BE ONE FOR EVERY 900 SQUARE FEET THE FLORWA BUILDING CODE,AND ALL Z a 84TRY REWRED OF SURFACE AREA. CONSTRUCTION SHALL MEET ALL APPLICABLE W (/) (SEE NOTES) -RETURN INLETS SMALL EVERY 600 SQUARE FEET.E A MINIMUM OF ONE FOR CODES INCLUDING PLUMBING,ELECTRICAL AND A -HEATER SHALL MEET ANSI-721.56 OR UL 1261 OR GAS PII E V SHALL BE SCI.40 AVC,N 6F F MARC PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS THE � Q Z ULSSA. POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS -DISINFECTANT EQUIPMENT SHALL COMPLY WITH PER THE SAMPLE WITH THE INFORMATION W \ RAIL � � NPSFE TEST PIPING AT 15 PSI FOR 30 MINUTES OR REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL Ri A BE TWO DRAINS SEPARATED BY 31 WITH APPROVED Z w MEET LOCAL CODE IF GREATER. ANSUASM I A212.19.SM COVERS.AS AN ALTERNATE A Q' THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES.THE TWO DRAINS SHALL HAVE a )OOL PLAN SAMPLE ONLY.EACH APPLICATION FOR PERMIT SHALL s A COMMON SUCTION LINE SUCTION GRATES MAY AO ■1' BE BASED ON A TOTAL DYNAMIC HEAD OF 60 It. BE USED 1e APPROVED AT A MAXIMUM OF iso FPS � O AND THE SUCTION PIPING IS RECESSED FROM THE a GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE.IN ADDITION A SAFETY VACUUM RELEASE E-' POOL VOLUME 15.000 GALS. SYSTEMMUST UST BE INSTALLED.THISMAY CONSIST OF AN AIR RELEASE SYSTEM.THE VENT PIPE SHALL BE PUMP.SrARRE P4EAW.314 HP 40 GPM 0 W TURN TIED TO THE MAIN DRAIN LINES,SIZED THE SAME AS OvER.40 x 50=2400 15,0002400=e.25 HOURS THE MLAE.*DRAIN SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION,ELBOWED UP AND OVER RLTEL STARffEPTM 50.50 GPM CAPACfTY VENT LINE TO DUAL LINE OF WITH A GRATE FOR PROTECTION AND LABELED w r MAIN ORAIN:HAYWARD SP103SAVS MAIN DRAINS GRADE "SAFETY VFr'T". SKLMLMERS DO NOT REQUIRE PROTECTION AND MAY CLEANER:HAYWARD VAC Loc BE DESIGNED FOR 30 GPM SUCTION, w THE FOLLOWING SHALL BE LABELED WITH RED IL VENT SCREEN:HAYWARD SPI020 VENT DETAIL LABELMARKER TAPE AT THE FILTER LOCATION: J PIPES,VALVES,"SAFETY VENT"OR"SAFETY j a 1X•20 GPM- 1R" 1' DEVICE',PUMP(S)OFF SWITCH. 0). . N IT HAS BEEN CERTIFIED THAT THESE DESIGN u1 x GPM REQLIR--N NTS ARE COMPLIANCE WITH THE H O FLORIDA BUILDING CODE 424.2.ANSI/NSPI-3 1992, to I x b GPM STANDARD FOR PERMLANENTL'Y INSTALLED SPAS U) jo AND ANMINSPI-51995 STANDARD FOR RESIDENTIAL J IN-GROUND SWIMM MING POOLS Q � U z r 20 GPM POOL r2DGPM v r 40 GPM 1x-VEN L17 MAX FROM VENT TEE TO MAIN DRAIN CLEANER CONNECTION LINE AINS REQUIRED OF/SEE NOTES) N GING SAME AS 1 x•30 GPM 3E SIZING CHART(MAXIMUM) IS ON SHAPE an S=TIOH PRr REL4- 30 GPM { r PLAN i V 35GPM eo GPM r 50 100 L 2x as 115 ITLINE � '�, f� Poollnine., Inc. 31 135 =5 %j r 235 375 8608 Beach Blvd. GARDNER B. COLUNS. P.E. 9702 Jacksonville,FL 1100 Clevelaro St. Suite 900 DATE: 15 Jan.'02 _EaUIPME+r RESIDENCE CLEAFNIAiER,F'_ORIDA 33755 LOCATION (727)442-8443 DRAWN BY: CWW SCALE:As Noted Brook 11709 Page 36 210(}7098426 oo19 Page: 36 Filed & Recorded 03/24/2004 03:40:03 PM JIM FULLER Permit number Tax Folio number CLERK CIRCUIT COURT RECORDING t 5.00 TRUST FUND $ 1.00 NOTICE OF COMMENCEMENT COPY FEE $ 1.00 STATE OF FLORIDA COUNTY OF DUVAL 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 prope Wee-r-tsrr () __ �` U �l Lo'f"5 'Z.r Ci v` 9/JYf Jel/ ya.. 6 n U 1dG "O,;k 2- 2. General description of improvements: L..r��rr���c► Pr�a I 3. Owner information: a. Name and Address: -� b. Interest in property: � �ic- 3'zza3 c. Name and address of fee simple titleholder(other than owner): q3 yu Irl�.��fur, y�da,a �1=3)c,Fc32z 4. Contractor's name and address: Eric- /J. C'..1%1 Ft - (16-4- d- co 1r)b01s a. Phone number: (4()q j 8s F-(�j 5' b. Fax number: (q o� 6%s's- ©W g 5. Surety information: a. Name and address: b. Phone number: c. Fax number: d. Amount of bond: G. Lender's name and address: a. Phone number: b. Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a), Florida Statues. Name and Address: a. Phone number: b. Fax number: 8. In addition to himself/herself, owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b), Florida Statutes. 9. Expiration date of Notice of Co cement (the expiration date is one (1) year from the date of Recording unless a diffe n ate is specified) Signature of Owne . City��of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: CKOMOREK Type: OC Drawer: 1 Date: 5/28/84 81 Receipt no: 54534 Description Quantity Amount 2884 28391 BP BUILDING PERMITS 1.88 $35.88 Tender detail CK CHECKS 2587 $35.88 Total tendered $35.88 Total payment $35.88 Trans date: 5/28/84 Time: 8:58:41 CITY OF ATLANTIC BEACH s11 800 SEMINOLE ROAD - ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028391 Date 5/28/04 Property Address . . . . . . 1563 LINKSIDE DR Tenant nbr, name . . . . . . 4 AND 5 FT WOOD FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- -------------------- ------------------------ NICHOLSON, TIMOTHY OWNER ATLANTIC BEACH FL 32233 --------------------------------- --------------------------- ---------------- Permit FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ADIMPWFINAL CITY OF ATLANTIC BEACH �1' FENCE PERMIT APPLICATION Date: Job Address: /s �' Z , ✓/', ,,,= �rz r Owner's Name: %/"? ,I/t.,c so,--) Address: 1-5­6,j Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: /0.r L J o.✓••f l'. w"_" �� Address: 1,�V Phone: 2 Id Ii City: JIYe' /15 o,a v State: /I-L Zip: .7,.Js"`( Fax: 104E Type of fence and materials to be used: AwJ1,`� T,%+�%� o Cc/o•�,a Valuation of fence: Ips approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Interior Lot ❑ Corner Lot —❑Dumpster or storage tank enclosure ATee Protection: NO. Applicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Own Date: C? Signature of Contra r: Date: - Address and contact information of person to receive all correspondence regarding this application (please print): Name: Tc t_ • 0 Mailing Address: Lo� E N� "-t Phone: 3g)- 1 a,'4_._)- Fax: MI - 1 Q.14 E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page I Revised 1/14/03 i C �St • �11�� CITY OF ATLANTIC BEACH For BUILDING / ZONING DEPARTMENT L. Doerr s S.sr 800 Seminole Road j � Atlantic Beach,Florida 32233 (904)247-5800 r 3 (904)247-5845 Fax PLAN REVIEW,COMMENTS Permit Application # 04— vR83q Property Address: Applicant: QGyV--S Fc"-y-� G7 Project: This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application wh these items have been completed. Reviewed By: Date: '�—12 7 Wommyl City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: DSMITH Type: OC Drawer: 1 Date: 4105104 01 Receipt no: 45872 Description 27Qu3ntity Amount BP 22BUUILDING PERMITS 1.00 $35.00 Tender detail CK CHECKS 2212 $35.00 Total tendered $35.00 Total payment $35.00 Trans date: 4/05/04 Time: 10:55:20 , S CITY OF ATLANTIC BEACH I i 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027963 Date 4/05/04 Property Address . . . . . . 1563 LINKSIDE DR Tenant nbr, name . . . . . . 3FT HIGH BULKHEAD Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3000 Owner Contractor --- ------------ --------- ------- ----------------- NICHOLSON, TIMOTHY OWNER ATLANTIC BEACH FL 32233 --------------- ------------------------------------------------------------- Permit FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- -- -------- ---------- ----- ----- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS ICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C � BUILDING OFFICIAL o� 83° J A- 00 43.3, - _ r J 1 ��� v � �l El ` I ° l 37.00 I I Lor V ' //. Oo S 2)3° /S'' oo" 94 3_�0 - 98 ERTIFIED FOR. TIMOTHY C NICHOLSON;EQUITY MORT 3A GE GROUP;FIRST AMERICAN TITLE INSURANCE CO.;J.HOVVARD SHEFFIELD,P.A. THE PROPERTY SHOWN HEREON APPEARS TO LIE VNTHIN FLOOD HAZARD ZONEX _AS SC ED FROM FLOOD INSURANCE RATE MAP 000 I FOR THE CITY OF ?-TCT• /34_}/ FLORIDA, DATED 4 -Imo' . AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A' CERTTFICATTON OF'SAME. TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND BEARINGS BASED ON LINE AS SHOWN. C. MON THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. COR. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL I WTH CAP d LS 4144) OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CE V COR.(FOUND) uS cur BUILDING RESTRICDON LINE LARRY G. EDDY, P.L,S. No. 4144 EASEMENT RIGHT-OF-WAY SCALE: I ' ZD CObfRED AREA CENTERLINE AIR CONDIBONING PAD GIS R URVEYOR D MAPPER, RADIAL DISTANCE DATE- '3" 9~ STA FLORIDA LB 4921) CONCRETE PG. 4-0_ ORDER NO. City of Atlantic Beach Manning and Zoning Department This approval verifies compliance with applicable Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. Hi ins S. Do rr 800 Seminole Road - r s� Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 01A - ` J Property Address: U Lo K S) d=t Applicant: --F aH--)o C, Project: This permit application has been: Approved E Reviewed and the following items need attention: Please re-submit yo lication when these items have been completed. Reviewed By: Date: 3 -2- / ^y I� 7 M 1fIaY .?;j. ?D�4 1 �.35R~� Sely z' Linkside H OWNERs AssodMi®N, INC P.O. Box 330026 ATIANTic Bimch, F!W313 March 23, 2004 Tim Nicholson 1563 Linkside Drive Atlantic Beach, FL 32233 Dear Mr. Nicholson This letter references the Architectural Review Committee Request Submission Form, dated March 13, 2004, seeking A.R.C approval of your plans to install,a bulkhead on your property (3-ft N x 4-ft W/1 The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your request_ Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications or.^materials outlined in those documents will result in a halt' of construction or a removal of the item(s) at your expense. Please secure the necessary permit from the City of Atlantic Beach. If you have any additional comments or questions, please do not hesitate to contact us Sincerely, Karen Flovd Manager i Selva Linkside 11 Owners Assoc,., Inc. i i i t i i i Maw--15-04 09! 59A P -01 p l' A, Gy a ��, �• � v_ � .. / i // :�,`'k' -� r ��v ----� �._,.._.. ..-._....__ ,--- -- - - ,�, �+ � . ,,,, �:., � i ;, � ; �.!_._ + -i----1-�-�- E -- . . . _ _,� i I - � � x _ , -, ;__ - � Q' t� Obi C' a LL . Mar-15-04 09: 59A P.03 __,. ._.._......_fir. - 16 i� 4 I � 1 - f f x,j CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ` ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028056 Date 5/25/04 Property Address . . . . . . 1563 LINKSIDE DR Tenant nbr, name . . . . . . 7500 GALLON POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25032 Owner Contractor ------------------------ ------------------------ NICHOLSON, TIMOTHY CLIFT & CO POOLS & SPAS 9340 ARLINGTON EXPRESSWAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 855-0019 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . SIKES ELECTRICAL CONTRACTOR Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. qt � �. BUILDING OFFICIAL aTs '�1 ��►V 1�C:� r f�(� - r-e Ss v�-C; �'l �C� C�SS yr �� CITY OF ATLANTIC BEACH r .J ELECTRICAL PERMIT APPLICATION a Date: l Property Address: ls iv knio_e +A Owner: / Telephone#: `o�© Contractor: —5�, kes z , /t/C C n Telephone #: Contractor Address: Mfif{, I jZ Fax#: �5L In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial ❑ Si ns ❑ Increase P r site,list the building Signs Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINIJM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS A06 PH W VOLT WAY , Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign ,Q Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us n Cit yy o_f Atlantic Beach "* CUSTIPER RECEIPT *** Dper: DSMITH Type: DC Drawer: 1 Date: 5/25/84 81 Receipt no: 58850 Description 2 Quantity Aiount BP BUILDING PERMITS 1.00 $75.08 Tender detail 5-VO X CK CHECKS me $75.88 Total tendered $75.08 Total payaent $75.00 Trans date: 5/25/04 Tiae: 11:54:06 FROM (MON)RPR 26 2004 18:27/$T. 18:26/NO. 6302762865 P 2 Lj'i 401, i A:% rp SNV r1-A - PSoX ,I Sltt�,��lo Ou�tSrOB Q'1F �ojc 1iI APPROVIU (ATY n - I1Ati.... F3-d P, , -- KAI DING OFFICE �I M CVY - FROM (MON)APR 26 2004 18 :27/ST. 18 :26/NO. 6302762865 P 1 R. & R. Electric of North Florida, Inc. EC-�0001318 P. O. Box 60665 Jacksonville, FL 32236-0665 (904) 764-5555 (904) 768-6166 Fax: (904) 768-8240 Date: (9(v ^o L( To: R AAOW�I G SeCCLI `7U v�l d i n 5 x s�, Zkpr . Attention: or ln�s =N S? . From:. Jimmy Humphries Number of pngos including cover sheet: C �Ac: Grd . -vi+��alb o r--� 1Sb3 t„�a�ls.de bC. �- ��v� t`eVe5�-e haQe •► s is wA-"A %:y-j f Commercial,Industrial dt Residential r Y .rp �;y mem CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD t` ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027882 Date 4/22/04 Property Address . . . . . . 1563 LINKSIDE DR Tenant nbr, name . . . . . . ALUM ENCL & SCRN ENCLOS . Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 34208 Owner Contractor - --------------- ---- ---- --------------- --------- NICHOLSON, TIMOTHY SCHNORR HOME IMPROVEMENTS 6928 PHILLIPS PKWY. DRIVE N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 262-1517 ------ ------------------- --------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc ADD OUTLETS/RECEPTACLES Sub Contractor R & R ELECTRIC COMPANY Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------------------------- ----------------- --------------------------- ------- Special Notes and Comments 150AMPS, 1PH, 3W, 120/240VOLT Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 S�Jljr rit CITY OF ATLANTIC BEACH ELE TRICAL PERMIT APPLICATION Date: 4-22-04 Property Address: 1563 Linkside Dr. Owner: Tim Nicholson Telephone#: 246-2083 Contractor: R & R Electric of North Fl. , Inc. Telephone#: 764-5555 ' Contractor Address: P.O. Box 60665 Jacksonville, F1 3223F g6#65 768-8240 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: B Ilding Type: ❑ Trailer Service: 1f other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire Addition Sq.Ft. ❑ Repair �JJD2 7 Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service / RACE Size AMPS PH W 3 VOLT 0 WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED 7 OPEN Receptacles CONCEALED OPEN 10 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea._Sign Miscellaneous Screen room 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845- http://www.ci.atlantic-beach.ft.us City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: 4KOMOREK Type: OC Drawer: 1 Date: 4/22/84 81 Receipt no: 58819 Description Quantity Mount 27882 BP BUILDING PERMITS 1.88 $78.88 Tender detail CK CHECKS 18812 $78.88 Total tendered $78.88 Total payment $78.88 Trans date: 4/22/84 Time: 12:31:12 Cit"7�-f Atlantic Beech *+ CUS7WER RECEIPT *a* 0 CKOIgREK Type: OC Drawer: 1 Da 3/23184 81 Receipt no: 436M Desc tion Quantity Amount 27882 BP ILDING PERMITS 1.86 $367.56 Tender detail CK CHECKS 24934 $387.58 Total tendered $397.58 Total payment $387.58 Trans date: 3/23/84 Time: 16:47:18 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027882 Date 3/23/04 Property Address . . . . . 1563 LINKSIDE DR Tenant nbr, name . . . . . . ALUM ENCL & SCRN ENCLOS . Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 34208 Owner Contractor ------------------------ ------------------- ----- NICHOLSON, TIMOTHY SCHNORR HOME IMPROVEMENTS 6928 PHILLIPS PKWY. DRIVE N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 262-1517 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 205 . 00 Plan Check Fee 102 . 50 Issue Date . . . . Valuation . . . . 34208 Fee summary Charged Paid Credited Due --- -------------- ---------- ---------- ---------- --------- Permit Fee Total 205 . 00 205 . 00 . 00 . 00 Plan Check Total 102 . 50 102 . 50 . 00 . 00 Grand Total 307 . 50 307 . 50 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND H&ULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Y B OFFICIAL f-GL�iv�� .�• l Z CITY OF ATLANTIC BEACH 1' s+ BUILDING / ZONING DEPARTMENT ins a 800 Seminole Road Derr „r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0A 2;�l Property Address: Address: Applicant: S(—.k)1-?`OYY Project: 11 Y\'ZL� GdaSs EY)u 0su rc- k' C This p it application has been: Approved Reviewed and the following items need attention: w 1z' L t'c- C Lop- Y4-40- kA k)./cn, Please re-submit your application when these items have been completed. Reviewed By: Date: ' off, ss"\ / CITY OF ATLANTIC BEACH " BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) .......... . .......... .......... Date: Job Address: )s(,.3 Lai S/De DR - Owner of Property: 7( JYo -kw 4J td l Jaz.50a Address: 1,-1S &S L/A.1 Ilez!D E IDR• Telephone: 244 2083 Legal Description: Block Number: — Lot Number: 9S I' G}(e Zoning District: Contractor: .5 44AJ o QR. qCH- pX09C.State License Number: C1:Z Co g10Z8 Contractor's Address: 69Z8 �,-�i-L/,E'5 P/�/yc/ %L Telephone: 02(02- /SI'7 Fax: nna ce A-/3 U - /131 ) 1 Describe proposed use and work to be done: I7 X a� , l7lUYY?r�t/n�l �Xesl o�orc "1I 12 ! Ilk r1"N Present use of land or building(s): e S/01 r_ki4)'&1 Valuation of proposed construction: �� 70R- 00 What are the dimensions of the added spac?a� ern / ' feet x 3' feet Will the added area be heated and cooled? Uel_ New electrical or increase in service? Add plumbing fixtures? &10 fireplace? �_ Add heating/air conditioning? P7-4/e' RJK 0/1 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ><NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 9NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks fbr the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (if not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL, 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 1 Revised 1114/03 1 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) : i11afyLlsd I(�lc�v�S Address: /$'(, 3 �c�t.�S/a/e Dr, Phone: ©2 y�6 —�/ Lot #q f4 Block or Unit # `- - Subdivision: .S�l'pa Llf1`r S ,o �lk�7t Contractor: e V .& D, rd�/nOrr zrxre T f In c "i^ Ss�•i�myC�l�y State License # e07�Qc � Address:61 Uk Ad1,P-'!F 'PK(.)v Phone No: c City V A, State Zip Code��c��s; Describe work to be done: �7� oZy /u.�li�rk.•r �olc�SS�rc%Save �+/�Gd p;, Present use of building: ��/c%� Valuation of Proposed Construction Proposed use: a1, / r�CP.r �brC�i Is this an addition? /e5 If yes, what are the dimensions of the added &1;5-r4qw /7, x Y, spa.SdCd ,3 ce ��ft. X / ft. Will the added area be heated and �rr2 cooled? New electrical (or increase) ? y,$ i New plumbing fixtures?�L) New fireplace?_(LNew Heat/AC? a,w (,NI SUM= 27RUE (C3#24ERCIAL) TWO (RESIDENTIAL) C04PLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, OWNER IS CONTRACTOR. F Signature OWNER: Date: l Signature CONTRACTOR Date: Sworn to and subscri d before me this_day of 6k, V201p.y NOTARY PUBLIC STATE OF FLORIDA AT LARGE $'� YO�i°�KENNETH A.CHASTAIN MY COMMISSION#CC 972437 �h`Of ilo!@ EXPIRES:Jan 14.2005 7 aM3-NOTARY FL Notary Samos&Bonding Ince Hook 9994 Paliq Ppa , THIS INSTRUMENT PREPARED BY: Watson do Osborne,PA WATSON ik OSBORNE,P.A. 206 Poste Vedra Park Drive,Sulte 101 Peace Vedra Beach,Florida 32082 t 116339 4 RECORD AND RETURN TO: s H73 974Ff N t Bsosrld Tiolothy P.3%1 Petites Drive W t JIN�FOiI ERS! 040600P8 Jacksonville,Florida 32250 MW QUIT COURT RE PARCt3L W#:IMM409 KID Doc VW f 07.10 BuyEws TiN.29644eeM WARRANTY DEED THIS WARRANTY DEED made this 10th day of May,2001 by Halgard D.Batoon and Pamela S.Bateon,biswHe, hereinafter called Grantor, and whose address is 12943 Bear Paw Place, JacksonvUle, Florida 32246 to Timothy P. Nicholson and Jenner L Adaasan, his wife, hereinafter called Grantee and whose address is 3951 Petite Drive West, Jacksonville,Florida 32250. (wherever used herein the term •grantor, and 'Onntee' include as the parties to this iocuumeat and the heirs, kgd representatives and assigns of indhnduals, and the successors and assigns of cotporadoons.) WITNESSETH: THAT the Grantor, for and in consideration of the stun of Tea and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, barge sells, aliens, remises, releases, conveys fm and conna unto the Grantee, all that certain land situate, lying and being to Duval County, Florida, viz: Lot 12,Block 2,ISLE OF PALMS SOUTH UNIT SIX,acceding to the Flat thereof as recorded In Plat Q Book 35, Pages 100 and 100A, of the current public records of Duval County, Florida. C �J C'1 SUBJECT TO taxes accruing subsequent to December 31,2000. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not operate to reimppone same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise ing appertazTO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; tbat tantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. IN Wrl'NESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Pawl rase asavnr►by AVOWM a nw GMU oma.,Ma.1.00-330-1206 alrtiYa + Ilook 9994 Pagat .274 Signed,sealed deft in ce: - Zf Witoe oon ss f9ated Signature me a witness r•. . BMWO Witness 940RC STATE OF FLORIDA COUNTY OF ST.JOHNS The foregoing cut was ackwm!edged before me this 101st day o6�,2001 by Halgu4 D. Butoon and Pama4 S. Bat000, s /She is pe Imo" to we or has produced s awwar Notary Public, ate C oresaid otwy rture a or AwnlLOCIOM /pry rrm= (Serial No.,if any NNW E.SM0711 ;,. MYc01AMIaRl #CC70= lisblllti M�1wi1e IMawduw r.ye a Senn SM&AM by A.UmW a..I ftb%wvw.,IM.14M430-IM GITO M PHO;'—I`ZyCp� PF I Book ..11681 Page 420 FLA. 1967 LAW$ NAMCO►ORM AOe Fs 711.130 " W Irr o MIlt►MAi IN ouF��a�rs� to fnh,zm i# t uu�rst: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accocdance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE JJOF COMMENCEMENT. Description of property..( ....0 F....Lv .'S...,I.�J�.... ,.��. ...... ....cam........l id.........N�S�o%...�r'('Kl.t... ......... ................................................................».....................»,.............,.....»........................,..,........................................»......................................................... ..............................................................................................................................................................................................-1.......................I.......I............... ..............................................................»........................................................................,..�j.........................................................................+........................... General description of improvements �!�'� ia'1 c � 7 ,f ....1s7u...........`ce....s ure�l7�l�!z!,`,.......... . ��� ws... T f� ................ .... 1�- i ........................................................................................................................................... Owner....... .o4(..:.... ...................................................................................................................I......I............,... Address...r5�rr.., ..... ,n lcSF.... . ... ! .... :...... .t.......r� ............................................. Owner's interest in site of the improvement............................./.....e ......r �% ly.Al t'............................................................. Fee Simple Title holder (if other then owner) Name..................................................................... ..... Address.....................................I...........l....l..L................l........K.......�..Y.......,... ...l. . .,,.....................,........................,,....`... ,........,........................................................ Contractor...Mpp....I...5a..14" ' ........................................... Addresf/g :... ��,, SP .4�.t��N..... ,1�.....5�� `z.. .��».»........ ........» Surety (if any)........................................................................... ................................».».........»......»...........................» Addrea..................................................................... ...............................................................................Amnount of bond 5................................ Name of person within the State of Florida designated by owner upon wham notices or other doa,ments may be served: Name:.......... ............................................................. ................................,.............................»........»,.».»»......».»..,.,.............................,......... Address...........................................................................................................................................................................»................................................ In addition to himself, owner designates the following person'to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Cc: rj,a11;, CITY OF ATLANTIC BEACH d BUILDING / ZONING DEPARTMENT ►-. Higgins v 800 Seminole Road .r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0 L — a,-) Property Address: I ...J" (_p�5 L- 'n)(51\�,e , Applicant: 5ci !V)Orr Haye Project: �'1 �C 'Z� aw[ -S ErC 1 �U►'Z �` ak I3` SCrtt-r-) - 0c-uCFz'vf-f--"' T=Approved application has been: El Reviewed and the following items need attention: Please re-submit o r applica ' when these items have been completed. Reviewed By: Date: 69 3 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATI®N (ALTERATIONS/ADDITIONS) J Date: Job Address: _Y S!;3 L r t..7/G5,D Dom' • / Owner of Property: — L,,'SnkL Address: J E &E ,,f AJ 1e-S I Dom__.R— Telephone: 24/& - 2083 Legal Description: Block Number: — Lot Number: 95 7 Zoning District: Contractor: iyn lLl� I"LHO J EIZO,E•State ^License Number: Cl'E� cc q1 oze Contractor's Address: __._._.��2 _ Pt/VC.t f f PeWt�' LAK Telephone: R 6,2- 16-'1'7 Fax: Describe proposed use and work to be done: J'7 }t ���tJmrylUm5�.—�l �.S.tZ — �- ea-Eta__Apr, r�'y,�-lra�rar Present use of land or building(s): �S IG�GY247-al Valuation of proposed construction: :_ D G a�ss�?rn• �� ; What are the dimensions of the added space:,- rC feet x_1,� feet Will the added area be heated and cooled? _ ( f' New electrical or increase in service? _ e 5 Add plumbing fixtures?_—Alo Add fireplace? Add heating/air conditioning? p t Is approval off lomeowner's Association or other private entity required?_ h.Lt7__ if yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ><NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a wilding Permit. 9NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verily zoning designation and proper setbacks tior the proposed construction. If you are unsure of this information. please contact the Planning and "Zoning Department at 904-247-5826. In order to correctly verify zoning designation. please hate Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine it a pre-construction or post-construction topographical survey or grading plan is required. (If not required. written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper[,,Inc.Atlantic Beach.1:1. 32233 "telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application. Cinergy Code Forms, Notice of Commencement. Owner/Contractor A19ida%it if' owner is contractor,and fbur(4)complete sets of construction plans to the Building Department. which is located at the Atlantic Beach City Hall,800 Seminole Road, Atlantic Beach. FL. 32233 "Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiatitic-beach.fl.us Pagel Revised Ill4iCt� FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Nicholson Builder: Schnorr Address: 1563 Linkside Dr Permitting Office: City, State: Jacksonville, FI 32233- Permit Number: Owner: Tim Nicholson Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 11.00 _ 4. Number of Bedrooms 3 - b. PTAC and Room Unit Cap: 13.2 kBtu/hr _ 5. Is this a worst case? No _ 80,Unducted = 6. Conditioned floor area(ft2) 2150 ft2 c. N/A FILE Coffv- 7. Glass area&type Single Pane Double Pane - _ a. Clear glass,default U-factor 0.0 ft2 102.0 ft2 - 13. Heating systems b. Default tint 0.0 ft2 287.0 ft2 - a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.60 _ 8. Floor types _ b. PTHP Cap: 13.1 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0,202.0(p)ft - COP:2.60,Unducted _ b. N/A c. N/A c. N/A - 9. Wall types - 14. Hot water systems `. a. Frame,Wood,Exterior R=11.0,924.0 ft2 - a. Electric Resistance Cap:40.0 gallons _ b. Frame,Wood,Adjacent R=11.0,150.0 ft2 EF:0.88 _ c. Frame,Wood,Exterior R=0.0,104.0 ft2 _ b. N/A � a d.N/A e. N/A c. Conservation=credits _ 10. Ceiling types(white roof) - (HR-Heat recovery'Saolar a. Under Attic R=30.0, 1741.0 ft2 _ DHP-DedicaW,hea(,p __.. ._. b. Single Assembly R=24.0,408.0 ft2 _ 15. HVAC credits PT,CF, - c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts(white roof) - HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,35.0 ft _ PT-Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 28902 PASS Total base points: 29343 I hereby certify that the plans and specifications covered Review of the plans and z"Esr by this calculation are in compliance with the Florida specifications covered by this o� Energy Code. calculation indicates compliance y' ,,,"� .o'�.► -=r a f,.�•`_.. PREPARED BY: with the Florida Energy Code. Before construction is completed a DATE: this building will be inspected for , I hereby certify that this building, as designed, is in compliance with Section 553.908 jl, yc compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: C. Com- BUILDING OFFICIAL: DATE: .2 14lot DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1663 Linkside Dr, Jacksonville, Fl, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2150.0 20.04 7755.5 Double,Tint N 2.0 6.3 99.0 14.84 0.91 1331.2 Double,Tint E 2.0 6.3 138.0 33.89 0.86 4015.6 Double,Clear E 11.0 6.5 24.0 42.06 0.41 413.6 Double,Tint S 15.0 6.3 50.0 28.73 0.44 633.2 Double,Clear S 1.2 6.0 20.0 35.87 0.92 657.0 Double,Clear S 1.2 6.0 30.0 35.87 0.92 985.4 Double,Clear W 4.5 5.5 4.0 38.52 0.58 88.9 Double,Clear W 1.2 8.0 24.0 38.52 0.98 907.1 As-Built Total: 389.0 9031.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 150.0 0.70 105.0 Frame,Wood,Exterior 11.0 924.0 1.70 1570.8 Exterior 1028.0 1.70 1747.6 Frame,Wood,Adjacent 11.0 150.0 0.70 105.0 Frame,Wood,Exterior 0.0 104.0 5.50 572.0 Base Total: 1178.0 1852.6 As-Built Total: 1178.0 2247.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 16.0 4.10 65.6 Exterior 16.0 6.10 97.6 Adjacent Wood 20.0 2.40 48.0 Base Total: 36.0 145.6 As-Built Total: 36.0 113.6 CEILING TYPES Area X BSPM = Points Type(White Root) R-Value Area X SPM X SCM = Points Under Attic 2149.0 1.73 3717.8 Under Attic 30.0 1741.0 1.73 X 0.55 1656.6 Single Assembly 24.0 408.0 5.00 X 0.55 1123.0 Base Total: 2149.0 3717.8 As-Built Total: 2149.0 2779.5 FLOOR MES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -37.0 -7474.0 Slab-On-Grade Edge Insulation 0.0 202.0(p -41.20 -8322.4 Raised 0.0 0.00 0.0 Base Total: -7474.0 As-Built Total: 202.0 -8322.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2150.0 10.21 21951.5 2150.0 10.21 21951.5 EnergyGauge®DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1663 Linkside Dr,Jacksonville, FI, 32233- PERMIT#: BASE AS-BUILT Summer Base Points: 27949.0 Summer As-Built Points: 27801.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 27801.9 0.761 (1.047 x 1.147 x 1.00) 0.310 0.902 6829.0 27801.9 0.239(1.00 x 1.147 x 1.00 0.387 0.902 2680.4 27949.0 0.4266 11923.0 27801.9 1.00 1.153 0.329 0.902 9509.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/F1aRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1663 Linkside Dr,Jacksonville, Fl, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2150.0 12.74 4930.4 Double,Tint N 2.0 6.3 99.0 25.37 1.00 2522.9 Double,Tint E 2.0 6.3 138.0 20.51 1.06 2989.3 Double,Clear E 11.0 6.5 24.0 18.79 1.42 641.5 Double,Tint S 15.0 6.3 50.0 15.87 3.59 2848.8 Double,Clear S 1.2 6.0 20.0 13.30 1.05 279.1 Double,Clear S 1.2 6.0 30.0 13.30 1.05 418.7 Double,Clear W 4.5 5.5 4.0 20.73 1.15 95.0 Double,Clear W 1.2 8.0 24.0 20.73 1.01 500.1 As-Built Total: 389.0 10295.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 150.0 3.60 540.0 Frame,Wood,Exterior 11.0 924.0 3.70 3418.8 Exterior 1028.0 3.70 3803.6 Frame,Wood,Adjacent 11.0 150.0 3.60 540.0 Frame,Wood,Exterior 0.0 104.0 11.10 1154.4 Base Total: 1178.0 4343.6 As-Built Total: 1178.0 5113.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 16.0 8.40 134.4 Exterior 16.0 12.30 196.8 Adjacent Wood 20.0 11.50 230.0 Base Total: 36.0 426.8 As-Built Total: 36.0 364A CEILING TYPES Area X BWPM = Points Type(White Roof) R-Value Area X WPM X WCM = Points Under Attic 2149.0 2.05 4405.4 Under Attic 30.0 1741.0 2.05 X 1.04 3726.1 Single Assembly 24.0 408.0 1.63 X 1.04 694.9 Base Total: 2149.0 4405.4 As-Built Total: 2149.0 4421.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) 8.9 1797.8 Slab-On-Grade Edge Insulation 0.0 202.0(p 18.80 3797.6 Raised 0.0 0.00 0.0 Base Total: 1797.8 As-Built Total: 202.0 3797.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2150.0 -0.59 -1268.5 2150.0 -0.59 -1268.5 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1563 Liinkside Dr,Jacksonville, Fl, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 14635.5 Winter As-Built Points: 22723.1 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 22723.1 0.762 (1.071 x 1.169 x 1.00) 0.449 0.950 8801.1 22723.1 0.238(1.00 x 1.169 x 1.00) 0.385 0.950 2353.1 14635.5 0.6274 9182.3 1 22723.1 1.00 1.192 0.433 0.950 11154.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1663 Linkside Dr, Jacksonville, Fl, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.88 3 1.00 2746.00 1.00 8238.0 As-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 11923 9182 8238 29343 9509 11154 8238 28902 PASS 04'Tt1E STq�o� a # r. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1563 Linkside Dr, Jacksonville, FI, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windowstdoors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between watts and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrationslopenings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons er minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shah be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=83.5 The higher the score,the more efficient the home. Tim Nicholson, 1563 Linkside Dr, Jacksonville, FI, 32233- 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 11.00 4. Number of Bedrooms 3 b. PTAC and Room Unit Cap: 13.2 kBtu/hr _ 5. Is this a worst case? No _ EER:8.80,Unducted _ 6. Conditioned floor area(ft2) 2150 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft2 102.0 ft' 13. Heating systems b. Clear-double pane 0.0 ft2 287.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:7.60 _ d. Tint/other SHGC-double pane b. PTHP Cap: 13.1 kBtu/hr _ 8. Floor types COP:2.60,Unducted _ a. Slab-On-Grade Edge Insulation R=0.0,202.0(p)ft _ c. N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=11.0,924.0 ft2 _ EF:0.88 _ b. Frame,Wood,Adjacent R=11.0,150.0 ft2 _ b. N/A _ c. Frame,Wood,Exterior R=0.0, 104.0 ft2 d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types(white roof) _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft2 _ 15. HVAC credits PT,CF, _ b. Single Assembly R=24.0,408.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts(white roof) T PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,35.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�zt�sTgT� in this home before final i spection. Otherwise,a new EPL Display Card will be completed Y , € o,� based on installed Code c liant ature . :. ` '' a C P� d Builder Signature: Date: a Address of New Home: City/FL Zip: scop yv$f4 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE Energ v&arwdesignation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCPB v3.30) BUILDING INPUT SUMMARY REPORT Title: Nicholson Family Type: Single Address Type: Street Address F Owner: Tim Nicholson New/Existing: Addition Lot#: N/A V #of Units: 1 Bedrooms: 3 Subdivision: N/A Builder Name: Schnorr Conditioned Area: 2150 Platbook: N/A 0 Climate: North Total Stories: 1 Street: 1563 Linkside Dr p, Permit Office: (blank) Worst Case: No County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Jacksonville,FI,32233- (j) # Floor Type R-Val Area/Perimeter Units (j) # Door Type Orientation Area Units W 1 Slab-On-Grade Edge Insulation 0.0 202.0(p)ft 1 W 1 Insulated Exterior 16.0 fP 1 00 0 2 Wood Adjacent 20.0 ft2 1 J O 13 LL # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity (' 1 Under Attic 30.0 1741.0 f12 1741.0 ft2 1 Z 1 Central Unit SEER:11.00 42.0 kBhdhr Z 2 Single Assembly 24.0 408.0 ft' 408.0 ft2 1 J 2 PTAC and Room Unit,Unducted EER:8.80 13.2 kBtu/hr J O V Credit Multipliers:WR V Credit Multipliers: Coil Fn,PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity (j) 1 Frame-Wood Exterior 11.0 924.0 ft' 1 Z 1 Electric Heat Pump HSPF:7.60 42.0 kBtuft J 2 Frame-Wood Adjacent 11.0 150.0 ft' 1 2 PTHP,Unducted COP:2.60 13.1 kBtu/hr J 3 Frame-Wood Exterior 0.0 104.0 ft2 1 Q 3 = Credit Multipliers: PT pp # Panes Tint Ornt Area OH Length OH Hght Uni # Location Loec�edon Locatiorn dier R VaI ly Lep 1 Double Tint N 99.0 ft' 2.0 ft 6.3 ft 1 ��. 1 Uncond. Uncond. Garage 6.0 35.0 ft 2 Double Tint E 138.0 ft' 2.0 ft 6.3 ft 1 3 Double Clear E 24.0 ft2 11.0 ft 6.5 ft 1 4 Double Tint S 50.0 ft' 15.0 ft 6.3 ft 1 5 Double Clear S 10.0 ft' 1.2 ft 6.0 ft 2 Credit Multipliers:WR 6 Double Clear S 15.0 ft' 1.2 ft 6.0 ft 2 7 Double Clear W 4.0 ft' 4.5 ft 5.5 ft 1 # System Type EF Cap. Conservation Type Con.EF 8 Double Clear W 24.0 ft' 1.2 ft 8.0 ft 1 W 1 Electric Resistance 0.88 40.0 None 0.00 Q (� # Use Default? Annual Operating Cost Electric Rate { 1 Yes N/A N/A 0 LL 13 Wz i Rater Name: CodeOnlyPro Class#: 3 Pool Size: 0 V Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 2150.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE:Not all Rating info shown HRV/ERV System Present: No Avg Cell Hgt:10 Energy auge®(Version: FLRCPB v3.3 )WING UUUNDARY SURV OF i zor$, 9$041vo 9(0 AS SHOWN ON MAP OF A& R1200AM IN PLAT BOOR PAOiS '�6 6 Or 11-iP_ CUnMr-.NT FIUSUO AECOnb9 or VUVAL CO3 ri_n.. - NUREOV65ty1F.NT)ONED T._ rso' R/aA>• ZAMA 4,0,47 jis ci AA.G. �' ,.....,, .o �f►,gtl,q/ �'t(/,110 1R.ati� � � �',� . , " : •is ,: �:,\ �� r"" �1 L� Q 7 ,r2�XtFt�v Mt� a,+I—« �•sr�r' .�ruc�co 1,C7o ' w UW�L L I,VG I3 RA vss PA rld V �► �' rop aF f►a' K InI 4t /0177141 4f 4 �i�.�r of s'Ec:` Oi Y /7, 7"dx11A),fP1,` sr .,tjjA2%m .r ,03 i S gr12 4A "VIC -37 w Q *t�C�o�gOn Ide' r. � � rr► �� �• 1 t � Cha�°at �&mal Mrd rit (0 of ?«►t-kr on nals st � t-60- � Fa g e use vd kn an 1 EX ,su�rc �y apr�lb4a lle � Chi r.,.le �2'O MP�n � •97 � t� 1/4"Th' Bolts @ 12"o/c i .. #10 Teks @ 18"o/c Roof Line U Channel Wall Surface Wall Sto.<`>'<<>���>��'�> ' ; ; < 1'i::::. mull 1/4 T o Th' 18 o/c i �`- • -- H - M •• Mull • bks:;@ 18" o/c • � F A. on X X . • .024"Alumiriu(m l=acin9 . • _ __��� 1/2> " Gypsum< T Groove Gypsum Coreb oard ' 1/2 Gypsum ........... 1 Expanded d PoY s I ty re ne t ` ... . :._>:: Y :; <`': .024" AlAI mi num Facing . r.: F n 9 rye- I ::vL'�i:S:S::!;:Li:::::::t<:::Xi}'�� :i:{''::ij'i4::::'S:::Ci':::::::. • �'':~:.:..... Reference: frnc e. Gypsum m Desi Y Design Manual SA-296/Page 3 —1/4" Th Bolt o/ 12 c e. t?ant3el;;.,.:.;:. #10 Teks @ 18 o/c Elite Panel Products Corp. 1 HOUR FIRE-RATED PANEL DATE: 3-9-88DWN BY: D.O. �`� ;: REV. 10-23-00 JOB NO. 001023 ADDRESS / C� t BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING 0,- SLAB FRAMING COVER-UP --- INSULATION ' FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # � _ INSPECTIONS ROUGH " FINAL ' 7- MECHANICAL PERMIT # � C� PLUMBING PERMIT # �6_ NOTES: CITY OF r¢t�a.�ztic �eac`i - jr�ivzia�a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 SUNCOM 852-5800 August 4, 1998 Schnorr Home Improvements 6928 Phillips Parkway Drive North Jacksonville, FL 32256 Re: Required Inspections for Construction In the City of Atlantic Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #16621 1562 Linkside Drive Roy Taylor #16485 1586 Linkside Drive Verne Ubanski #14122 405 Snapping Turtle Court East Williams #13400 1563 Linkside Drive Douglas Hatch #13399 1830 Sevilla Boulevard #101 Tom Vogel #12942 1435 Linkside Drive Jack Robbins #12032 91 Ocean Breeze Drive Tom Theofan #12717 1601 Linkside Drive Roger Austin,Jr. Please review your records and advise whether the work was performed by your company and schedule the appropriate inspection to close out the files. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, �� ev" C- Don C. Ford Building Official DCF/pah cc: Homeowner i PSA-U44 • i D9PARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT ;INFORMATTOR LOCATION. 114RORMATICN -------- f Permit umber: 13746; Address : ' '1563LIN"KBIDE- DRIVE Permit Type»UTILITIESATL XTIC` BEACH, - 'LORI04, 32233 TI Constr . Type:WOOD FRAMZ Block- Lot:PT 15&96 J _TSP M Proposed Use-. SINGLE' FA , LY Secfi(ph: A ubd» Rn Dwellings : `t? Subdiv>� aic►�.,SEt,VA L>�N ��"�R Est . Value: 0100 Im cav , Coat 0.00 Amount', Tata o r , . ION, AP)N METYR PLICA�""i�?N; F FA Nam*." PERMIT'', 0.00, Addr: i,RZ i 0 B B p FLORIDA Nom" s, y 0 ,Phar ; ( ?OWATZR MZTER/TAIP RADON GAS-11-R.S. '0..4 0 RADON CAB ,5 0.60 t. ►» �v .PLS LI .,.' �T" . , r CAPITAL" Z>kiP 1vE� .,..r €7 dt? Addr- h SER TAP 0 ,60 ;-CROSS CONN�TION ��a3500 N NOTES: i I l NOTICE ALL CflNC"RET1k FARMS AND FOOTINGS MUST BE INSPECTED.BEFORE 0RINEi { i PERMIT 610 SIX MONTHS AFTER DATE OF ISSUE 801 MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST_N©7 BE PLACED}IN PUBLIC, ACE,AND MUST BE CLE W UP AND HAULED AWAY,R`l 8-ITHER CONTRACTOR OR OWNER "FAI URE TO COMPLY WITH THE MECHANICS' LIEN 1.A' t CAN RESU LT IN THE BROPERTY OWN R PAYING TWICE FOR BI IL60410 ISP 1 tE " 1,- U'ED ORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND $U JECT TOAM, CA 1tIOLAT PAPPLICABLE PROVISIONS:OF LAW. babil A-TLANT4 BEACH BUI'LD"ING DE iATMENTMr { BY., 3 X1 k'w� j PSR-3844 32703 DEPARTMENT OF BUILDING x CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION = ------- LO9'ATION 'INPORMA ION Permit Number, 13170 Address : 1563 LINKSIDE DRIVE Permit Type;PLUMBINGATLANTI EACH. FLORIDA, 32233 C.lashf Work:NE&+ - - LEGAL DESCRIPTIOI'� ------- Constr. Type:WOOD FRAME -SI�+��: � Lc�t;:PT 95&96" ---------- Constr. {� I Proposed Use;SINOLE FAMILY Section: tl Sub+ . Rng. Dwellings .- rt Subdirrision."SE'LVA LIPIKSIDL ; Est . Value: Improv, Cody' t 0.001 Total 25.00 Amount 2 .0£? ., r TON ,. � _ - APPLICATION FEES ---------- - Nam*r'l D� CIi PERMIT-� 25.©0 Addy• a S FLORIDA {'IVEy ¢ � ` � e� 3 iiiS�3. 4T = d � a •� �"r v�''°"�' �� "'�A ^ Pho d*RA. +L 1. me.. ..L�,.,.S,.. Addr 1330& S M MARSH TRAIL ",-JACKSON FLORIDA 32225 Exp:rpa um NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE 1N8PECTt*BEFORE POIU"q PERMfT VOD SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DESRIS FROM THIS WORK MUST N'OST BIS"MLAO1p,,JN Wt18L1C SPACE,AND MUST BE CLEARED UP AND HAULED`AWAY BY`FITHER CONTRACTOR OR OWNER 1 I a i "FAILURE TO COMPLY WITH THE MECHANICS' LIEN 1.. AU` CAN RESULT,'IN THE PROPERTY OWNER PAYING TWICE FflR'SUILDI,N( Rt?V'LMENTS " ISSUED ACCORDING TO APPRO VED PLANS WHICH ARE PART OF THIS PERMIT AND SU$jECT TQ .REVOCATION FOA VIOLATION OF APPLICABLE PROVISIONS-OF LAW. -MA 14 ATLANTI BEACH BUILDING DEPARTMENT By .... .,,.- CITY OF ATLANTIC BEACH APPLICC/ATION FOR PLUMBING PERMIT JOB LOCATION: l�(O ��'/'� /�P Aa OWNER OF PROPERTY: PLUMBING CONTRACTOR: LDFS -TfZ�L GfC� CONTRACTOR'S ADDRESS: ( Oy(o AJ/�r STATE LICENSE NUMBER: tet-,` 1 TELEPHONE: a/� ��� HOW MATY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: a SIGNATURE OF CONTRACTOR: r' ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 1 CITY OF ��: Office of Building Official " f RE UEST FOR INSPECTION 9x K0 0 Date — Permit No. Time A.M. c Received ^ Job Ad ss L city Owner'sr/ ..�---- r Contractor BUILDI CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing J Footing D Rough Wiring Q Rough E7 Air Cond.& Re Roofing Slab D Temp Pole D Top Out ❑ Heating Insulation Lintel Q Final Fj Sewer O Fire Place 11 Pre Fab READY FOR INSPECTION A.M. on. Tues. Wed. Thurs. Friday A.M. Inspection Made Inspector Final Inspection [icy Date p�LANTjC' FlOR10Q' OF ADDITIONS or CORRECTIONS ! D• NOT REMOVE JOB ADDRESS DATE '3-6_3 I,vKSfOFrZ. 2P- .2Y THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted S l2 fiND ems $15.00 REINSPECT FEE t It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BL p.m. Monday through Friday. p/z.P �s ae4a136 DEPARTMENT OF BUILDt"a CITY OF ATLANTIC BEACH .. Ftp I T I NPOT ION "., _ - " LOCA' IOI'� X I "OMT OR � '- permit Number: � � Address'. �,z��sa�Dly DRIVE F rII > T p L, I A' T.I TIC " ACH", LO I'T?A 223 C1 f War L RTION -- ------_ : a "L OA D SCRIP ' ESI l C tr. ' 'IT ;r OOD 91,oc : Lot':VT 95&9 ,. Twp eoposred U64:SJwNOL :FAM"I Y Se tics t3 Subd°c Rnc ': t i wel I incis: 0 subdiviSZLVALINKSIDZ Eis t". ue: 0.'00 Improv:�" C a t ; 0,00 i T tat Ike 25r.00 Dat 6, ' ?L 9 IB#rx r ? P a O ... . •r' § -.... Apt"LIGA' 'IOB L ..,. . . dDRIVE 14 y, p gIT so L.ORIDA.. 3. 2,4 �k. , � a° Name:�ORR I€ a NOTES; TSE »-;ALL CONCRIETFL FORMS AND FOOTINGS MUST SE fiMBPBGTBD$#FO E POUR1*G' PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING{MATERIAL,RUBBISH A46 DEBRIS FROM THIS WORK MUST,N"pT.BEPtACED"IN PUBLIC SPACE,AND MUST BE BLEARED U:P"AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ;i 1 [LE t TO Cary �Y WiTN THE MECH' $or LIEN LAW'CA;N RESULT 1N TH PRtPRcw" ►aY1N1AIICE G TaFt BulL��1�!Gr TI� ,ISSUED ACCORDING TO APPROVED"PLANS WHICH ARE PART OF:THIS PERMit AND'6,UBJECT TO iiEVOCATION VIOLATION OF APPLICABLE.PRVfSIONS OF LAW. ,,ATLANTIC BI=AGH BUILDING PARTMEF�IT 18 3�1 x By: CITY OF ATLANTIC BEACH APPLICCATION FOR PLUMBING /PERMIT JOB LOCATION: OWNER OF PROPERTY: r' Meg- 4191e,14 PLUMBING CONTRACTOR: DES 4--I` t j qo- CONTRACTOR'S ADDRESS: gO(p S,p� Y1 t5� Mor-5k STATE LICENSE NUMBER: 571 TELEPHONE: —2z1— T HOW MA11y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER P A j D TOTAL FIXTURES: X 3.50 + $15.00 QPR 4 1997 MINIMUM PERMIT FEE <E25OO) City of Atlantic Bch: SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. a i 00 btPARTmENT OF BUILOINGi 1 CITY OF ATLANTIC BEACH ER , " t F IA 11 ------ LOCATION ON �I If ""OMT�N *- -------- n ! rmit iu + 1334013 Add> �aa�sKKSII�RRIV F r e SCREICLOSURRATLANTIC 11AC9, FLORIDA 3223 . .� � _» � Cot r. T ..'WOOD KSS � Block: ,' Lot�=�T 95&96, ` ..� Twlr, � � sec I?w�eI kings: 0 Subd3.Vi8ign M SSLVA LINKSIDE Ss t.. !Iu [y0 .00 Ifs.ov♦ �A bs P Tcrtaa `ea 5 .50 ft4unt:,A� 4 i Efate J7 W Ork a N p TICS r - „�- iPPLICATIOI FREEI 52 . 50 Add`r. . V 1i"ORIDA 3 2 22 w Pho fe ORXA' I 14 am,* SC FSR it 'K w ACKSO1 . ,La`s 32255-1578 F Y eyf 7 NOTES, ! { NOTICE ALL coNCR$TE FOf1MS AND FOOTINGS MUST BE INSPECTEb S�Fa0RIE:Pp1FRI1 1G PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUSSISH AND�DEBRIS FROM THIS WORK MUST NOT,$E1PLACef N FU1 6IC SPACE,AND tNUST 8E CLEARED UP AND HAULED AWAY tY EITHER CONTRACTOR OR OWNER, i t FAILUM TOC'0MPL PITH THE MECHANICS' L It ES LAW CAR RESULT IN THE^ P., OPERTY OWNER PAYING TWICE FQR auILD NTS " ISSUED ACCORDING TO,APPROVED PLANS WHICH ARE PART OF THIS PEFI IIT AN0 St ' ECT TO REVOCA �DN,FOR �-WION OF APPLICABLE.P ROVI IN OF LAW. .5B 1 t�lt8 14 4' t C E361CH SUILDIN ID6 ART NT M3 I?l i C e CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address (�- Date �- - Heated Square Footage (41 @ $ per sq ft = $ Garage/Shed -- I-t- Cc $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck ✓a @ $ per sq ft = $ Pati o VS Q��-•— @ $ per sq ft = S TOTAL VALUATION : Toth V luation 1st'13 Iq Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ - + 1/2 Filing Fee $ ! 7. Y"Z ( ) Fireplaces @ $15 . 00 $ 6) BUILDING PERMIT FEE $ WATER IMPACT FEE $_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 S SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ r2 S ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other teALCULATIONS and/or NOTES : RECEIVED FEB 14 1997 City of Atlantic Beach CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Zej i o l n a_-f), I- LL Address:--kik. ` _Phone J 6 Po.�-1 cad Lots#„S,;�,4-j Slack or unit #=_ ,. Subdivision: .4LI ks I d C dinr�'� Contractor: Sc 11►rrfj� - 1W4LQVe Men State License Address;, L9 3a ,LL)4 �_.� Phone No: �; —15-17 __ Describe work to be done: Lr,r r° ,r-��---etIc _10„�j,�,, .� Present use of building: NC-,)W � Valuation of Proposed Construction:, Proposed use: c Is this an addition? If yes , what are the dimensions of the added space: 13 ft. X _„i� > 1 ft. Will the added area be heated and cooled?' New electrical (or increase)?. � � 0 New plumbing fixtures .. New fireplace?_New Heat/AC. SUBMIT TMS COMPLETE SEWS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMM NCEM AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER CONTR TOR, Signature OWNER: Date:,,,,�,�_ Signature COAT License supplied 0�� Liability Insurance: Worker's Compensation Insurance: S•H I-HH AID HOS IiU ►H�ST :60 96. OT AUW CITY OF ��a!eartle � - 1��ert�i�et M now AM-OrM BEAM TWRMA 32U.%-$W THMUOM a"WSW FAX pip 247-SM NOT1CZ TO: Nater Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number - Address . Bi)cerrel , Building Department i Tatiftratt of (Orrupaurg (situ at Atlantic 6=4 — Nariba i9epartnitnt of +Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern.Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Bldg.Permit No. Group w = i':�me Type Constructions Fire District tz.tl,i;1%-C Iaeach 20 owner of Building i , E� ta'G� �V-Address 6 Builfh4lAddress ' ' r 'r'Locality Atlantic Beac i, S 1 2 3 t {q By: DON.C. .^USD Building OM00 " — Date: ~ � POST IN A CONSPICUOUS PLACE MAR 30 '95 12: 1;=' C:LARSCR 26-2 P02 .At - A �w' � ARY SUN . Y ` t - - 106 AS SHOWN ON MAP OF AS RMOODW IN PLAT BOOK ��..�. f* OF Ci ~P1,mic� of i ii` CO, . Mk " OWN H RMN } AJ 451-ow, x. K 1.4 A4. IS 00 1 66,954VEW7 sop 0f,-4fW '7IV j , e45 °- 1995 �Build�,ig a d Zoning MAF, ., G w FAX/10" lK3itf RICHARD F. CL.ARSON AM As$ocIATIES INC. PROFESSIONAL LAND SURVEVORS 1643 NALDO AVENUE JACKSONVILLE, FLORIDA 32401 August 10, 1994 Legal Uescript ion �'or . evisgA Lot 95.-_15olva_Lin.kside. _Unit-_-2 Part of Lots 95 and 96, Seiva Linkside Unit 2 , as shown on plat recorded in Plat Book 47 , Pages 85, 85A and 958, current public records of Duval County Florida, being more particularly described as follows : For point of Beginning commence at the Southeast corner of said Lot 95 and run South 83' 15' 00" Rest , along the South iine of said Got a distance of 109. 35 feet to a point; run thence North 06' 45 ' 00" Hest , a distance of 11 ,00 feet to a point ; run thence South 83 ' 15 ' 00" west , a distance of 37 .00 feet to a paint on the Fast right-of - -j.iy Tine of Gi.nkside Drive (a 50 toot right-of-way) ; Arun thence in a northerly direction along the are of a curve in said right-of-way line , said curve tieing concave to the East and having a radius of 1. , 49 . 70 feet , a chord bearing and distance of North 09` 39' 28" Hest 50 . 06 feet to a point; run thence North 83' 15 ' 00" East , a distance of 37 .00 feet ; run thence South 06" 45 ' 00" East , a distance of 11 .00 feet to a point on the North line of said Lot 95 ; run thence North 83` 15' 00" Bast , along said North line a distance of 11 -1 . 89 feet to the northeast corner thereof , run thence South 06 ' 45 ' 00" East , along the Last line of said Got 95 , a distance of 50 . 00 feet to the Point of Beginning. I P CITY OF 104 4V • v / gy`p,B§�y�(aof r� yds . A �_ ,V � � Office of Building Official it \) REQUEST FOR INSPECTION ,9 4r76 Datey_��. P No. _Time A. Received }� ,�1 _R Job Addre Locality Owner's Name — —Contractor BUILDING CONCRETE ELEP;R�~'� PLUMBING MECHANICAL Framing - Footinc Rough - Air Cond. & Re Roofing _ Slab Temp Pole op Out - Heating Insulation J Lintel nal ewer = Fire Place /� xj Pre Fab RElII7Y FOFd INSPECTION A Mon. Tues. Ned. Friday M Thur . . Inspection Mads r,spectur %� �– %Z Final Inspectio 'T Certificate o! cu ncy Date DATE: -D - - --- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------ ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE 011 Que perm t N° i t'eaeived cntractar ��Nyg\ ea P G i' h Nrre p\ace �r OUO,wrriny suer er:� v�ETE � pa\e Nc -�QmP at-p"` �'� �qo n9 i Final SFE�(�O�y Fr;daY r% Uti�,k3tN S a� or,\N Spurs PY,. e� ancY e o\ CCUP / � �ert�tlaa \nsPectian tirade rr„F gator_ r f CITY OF 4&441& 13 MCA-49& 9.� Office of Building Official R ST FOR INSPECTION 9S-'7 Z �' { -42 Date � Permit No. Time Received RM'. Job ress cality Owner's Name ^ BUILDING CONCRETE < ELECTMC�. PLUMBING CFdaNlC1 L r Framin Footing Rough Wiring Roug. ond. & oofing ❑ Slab Temp Pole p OutHeating -14 Insulation D Lintel C Final _ Sewer ire Place _ Pre Fab READY FOR INSPECTION F Mon. Tues. Wed. Thurs. Friday ISM. A.M. inspection Made – >c Final inspection 11-7 Certificate of Occupancy �t / Date ---- — -- r %t } r V/ coj jddto5 f // G�3lGQ� fou lop out - Pce Pab �. R h Vd'uin0 Se,rrec �-- pvanFt'S s co G �2mP Fc1d2Y 15suia�;ns. ,�� F.`°ai mate of Q°GuPan ��` f TRANSMITTAL. 0000 NT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address t'd zvnrs:tax# c�pis#dxMxW&xldtso vmzxu1*m:. Please update your records accordingly. BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 'Vim, to vala Zia DEP#lMMENT OF SU#LD" COry O14ATLAINTIC BEACH,,. IT �-w LOCATION INFORMATION _ .. ..» PMINFO'RMAT'ION- -----,� __ ` 156IINKSIC DRIVE = ddraSs9 PerrkNumber: 9546 Permit T Bt3�I LD I1NO �ATLAtT I C NF�H FLt 5 C" e of Work*= NIS -- -,Lot �-__ i�7 �AyLr IN ` !fi�O/ryifT-��yyy,: Conskr. Tyre: WOOD FRAM f . 1"Clt+ifl j7> BNO. m Proposed Use# EIiNOLR� FAMIL�X = ,q DI1irt Cc�d t Bubdrian: �BLI LB1BIF s uc ked Value. $98349,0 8th. .. Improv .. Mask " a ` 2B 9O . Tot Ami $2890 . 49 2/ 9k4 FIER ik ;✓O'116 s ti �r -- f, AFB I CAT ION' FERE - A+i 0d8 ti+dei ✓ s 5k � 8 I#T ; 3RI W TION FN�pp �ESTAM �48 ? ,C Y� " CURFLC�R ".. � „.B ° WATER STER TAS' $$5.flB 4.� " n 9RATAN £NA -'R.R.B. 7 NT RFOP - RADON 5%; $0*41 N .. H. . CAPITAL I O1 8 25 .£�0LAz%` STAT �d sss E ,t TNR 3INT` DRIVE SEWER TAP .0 � CROSS CONNECTION 845 .00 LLQ," 'T 32216 �� 0 .Ao0 i t see �' -34 ` yp 54' SEC N tt�iiFAC' FEE : IL S7 SCHAROFjAT .w,t NOTES; k: NOTICE ALL CONCRETE FOPMS AND FOOTINGS MUST BE INSPECTED BEFORE POUiI1NG : o PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE Nta MATERIAL,RUBBISH ANO DEBRIS FROM THIS WORK MUST NOT BE PLACED`tN PUBLIC SPACE;ANO MUST 6 OUP ANO HAU4,EO AWAY BY EITHER CONTRACTOR OR OWNER ILL A Tt? C0MPLY WITH THE ME HANK 1Et AW CAN t ► .T PRC1 :.r# QINNER PAYING TWIC�� FOR BUILDINO LMpAO EMENTS*,fi w-S X �FD ACCORDING PPROVED FLANS WHICH ARE PART OF THIS PERMIT AND SUSJECi` TO REVOCATION ION'OF APPLICABI�:f?RQVIStNS OF LAW. AI`LM`ITIC BAO ._ IfG►I1 B�?� NT �tL �► t�UULt (�ftt169 I# CITY OF ATLANTIC BEACH, FLORIDA a APPro"dby APPLICATION FOR ELECTRICAL 41IRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:--/ - .30 - 199 IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .ti 69 ELECTRICAL FIRM: MASTER ELECTRICIAN //�� NAME�--� _ �- ._..ADDRESS:, s /� ��� //ei RFD BOX f BLDG.SIZE BETWEEN: RES APT.( I COMM.( ? PUBLIC,( I INDUS.( I NEW j>r' OLD 1 I REW.( I ADDITION( I TRAILER ( 1 TEMP.( I SIGNS ( I S0. FT. SERVICE: N E WkQ< INCREASE( I REPAIR l I FEE CONDUCTOR SIZE AMPS O COPPER I ALUM. Dle SWITCH OR BREAKER j.rk ld AMPS PN W VO Y EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 9•20 AMPS. 31.100 AMPS. awlTCKEs INCANDESCENT FLUORESCENT&M.V. FIXED o.too AMPS. I ovgn APPLIANCES BELL TRANSF. AIR N.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT Q.� OVER MOTORS H.P. VOLTAGE I PHS N0. 1I1.P. VOLTAGE PNS CITY OF Office of Building Official REQUEST FOR iNSPECTION Date-----___-- Aenwt Pio. ---- TimE Received -- _-- PJ t Job dresss Locality vn, — BUILDiFIu CONCRETE =LECTIRICAL �LUB I N G MECHANICAL Framing r pi ny _ Rou,�, ng __ Air Cond. -& . r,eo^ng SI:c Temr,Pole Tep Out -ieating ufat on Lintel Fina! Sa;:er Fire Piace _ Pre Fab READY FOR HISS CTION A.M. Tues WCDed. l ihurs. Friday CD - - -- -- C 1:�irp?c.jf Occupancy ;r;i'; yy uo u�ds t f. +ac,1�i ssnu,l lu' 3j,ooa e13 ow 1 wwc-Alos � iert^a, atoll _ qe3 a'� ��dpi 6nod "13%jo auet4 ani 5uta,�^^ uMG but�eaN "iYf�1r1L�3�3 — '� l! Pu00 ao�ozaluo� ;�aa�P 100 s �: CITY OF 1 4&40914.0 40" Y j Office of Building !Ilcial 1 REQUEST FOR IN E ION - / 74 ©ate ermit No. Time : S'Tj AM. Received Job Add s cality Owner's Name 7.�.� Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing 7 Footing r Rough Wiring Air Cond.& ❑ Re Roofing Slab Temp Pole Top Out Heating tnsutation Lintel E Final Sewer :, Fire Place r Pre Fab READY FOR INSPECTION ton. Wed. Friday PM. (AM. spection Made ' . ;pector Final trispection C Certificate of Occupancy C date OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted .e'd tt/.¢r F R $15.00 REINSPECT FEE It is unlawful for anv rte. perm^^ L ♦ Q. t 4�vt P VOPe�ie� P�dat JJJ �-� L• t.� �� Pece' °C Pd8 `FetG�� F\� its J / GONG Xv \aye �� Oat Pe J�a�•" ins �i PSR 9644 9599 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION w----- ---- -LOCATION I NFORMAT I O14 ----- P ermi t _ _Permit Number; 9599 Address. 1563 LINKSIDE DRIVE ..w_ Plermit Type; PLUMBING ATLANTIC BEACH, FLORIDA 32231, Claw of Work: N -------- -� LEGAL 'DESCRIPTION ____ 'Constr. Type: NOtT? FRAME loot : 95 Block* Section: r Proposed Use: SINGLE FAMILY Township* RtG. D DwelIing 1 Code: Q Subdivision: SELVA LINKSIDE Estimated Value: Ip 'm Cosi $0.00 Total e,eas . 961 .00 r Am o �' ? 6I ►D Lia 11-17/95 'Nock UMSINGIN NEW HOMES y TION APPLICATION FEES -_-.. . � PER141T $61 .00 Adc aSIDE DRIVE NAT" IMPACT FEE„,,,* $0 .00 I CH, FLOR I ”.�j�x {yFp' E a¢ R Ap {„P ,�..° k3 f 7h § 'b �J�+� � l'a d�7��` # Y RADON GAS-H.R. S. $$0.00 t O NVORMATtDN RADON CAB 5% $0.00 Name. ON _RI PLUMBI��� ��.... .e" , ,. CAPITAL IMPROVE-. 0.Q0 *0N Btu. SEWED: TAP �.. 0.00 ACK MLLE, FLA. 32210 CROSS CONNECTION $0 .00 Li cpve ; D Type, 4 SEC H 'IMPACT FEE C€ NST.SUPCHARflE D .00 SCMFA�.�B. D -NOTES. �1 NOTICE—'ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING 1 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 4FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN tHE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. . ISSUED ACCORDING TO APPROVED PLANS WHICH'ARE PART OF THIS PERMIT AND SUBJECT TO`REVOCAY16N`FOR" VIOi ATION OF APPLICABLE PROVISIONS OF LAW. ATLANTICAC,H BUILDING DEPARTMENT 1 - CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION o� .� /.�GgZ/o �r� OWNER OF PROPERTY: fJ � BUILDING CONTRACTOR: � / PLUMBING CONTRACT &2 Zzu/ OR AND ADDRESS: daY 2?/0 TELEPHONE NUMBER: STATE LICENSE NO: ' TYPE OF BUILDING: TYPE OF WORK: 1 2a / HOW MANY OF THE FOLLOWING FIXTURE$ INSTALLED SINKS 7 SHOWERS LAVATORY WATER HEATERS _ BATH TUBS / DISHWASHERS URINALS DISPOSALS 2_, _CLOSETS NABBING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: ' s $3.50 + $15.00 = ---------------------------------------------------------'------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION*'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 1 OCITY OF'ATLANTIC BEACH . _ '_ _ ------ZNT OF BUIL L JCAT I ON I NFt3RMAT I t3N .. . «.. » J+ MIT 1NFt TON Address: 1 f)3 LINKSIDE DRI ' 'Permit Number- 7ATLANTIC BEAM, ► a P mit Type', MECHANICAL, LEGAL DESCRIPTION , 1br I � Lot: BIook;; +ect onf constr. Type WOOD FRAME I N{i F 3 Township I+ ca ors ed SIN 3LB FAMILY Subdivision: SBLVA LINKSI€}E , Dwell ing 1 Code: � Estimated Value: 'improv. Cost'. $0 .00 $47 .00 � Total ` +e $47 .00 Amount D� i N,r L3' �NTRAL. M'SAT AND AII~ , RMATION, - .w APPLICATION FEES ----- ; I . a � 4'7 .00 �. „� E a � PERMIT � 'Name WATER IMPACT FEE $0.00 Ad 3RItR � x,. , S IMPACT FEE . '90 ,00, i' FLORIDA 2� {}tly�AP d� /y j ry 011 M1. A pJ 0' 1, 15,_ t`$"w Rp*D N CAB ! $0.00 -T, IItiiFI AMAT N CAPITAL IMPROVE, S0 .40 .Namea¢ 1 I T AI� ?.€0, Ad a1 k t3" EAM RO 'TAP *"ROBS CONNECTION $t� .00 Add LL`E07-M""12 57 a . ... W SRC $ IMPACT IEEE $0.00 L o n e: CAC Type: # .,00 . AC CONST.sURMARt�E ,. x SCHARGE/ATL, BGIi ,4 �4�y. srewsn .., vxwn � fir' .o� P�4"7¢ 1 ,„, b � x NOTES: NOTICE ALL Ct?�ICRETE"FORMS AND FOOTINGS MUST SE'INSPEGTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIA!„RUBBtSt�AND DEBRIS FROM THIS WORK MIDST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAUL AWAY BY,EITHER CONTRACTOR OR OWNER StFAILUR To CGMPLY WITH THE MECHANICS' LIEN 'LAW CAN RESULT IN THE PRQPERTY 1A1 A'PAYING TWICE FOR BUILDING IMPROVEMENTS." ,' ' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION VIOLATh3N OF�APPLICABLE PR�C1VtStt NS OF LAW. ATL TIC BEACH B IL�'JtNC�i E FiTN�E�JT � t+tl#' 01 , BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC EIEACN ATLANTIC ll"CH.FLORIDA 11131 APPLICATIOW FOR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II,,111, and IV, I' , 563 LINKSIDE DRIVE LOCATION s1n•f Address: r OF Intersecting sireats: !•1-494 SEMINOI,E ROAD And ATI,ANTIC BVLD BUILDING sub•dirision C' T.,j1A—I.T NK S T DF IjOT# 95 II. IDENTIFICATION —To be completed by all applicants In consideration of parmil given for doing the wofi as described in she obcve statement we heieby agree to pe•lc••n ta;d wo•4 •• e::: �r :e with the ottselud plans and specifications which are a part hereof and in accordance with the City of Jacisonvil'e 04-e'ces a•a of good practice listed theroin, Name of M•ch.alcal Contractors Coatracser (►rias) MANDARIN HEATING & AIR Maslof CACA 1 2623 Hare of Property Owner CENTEX HOMES s4astvr• of OwnerSignature of w Avsherited Agent Architect or Engineer Ill. GfNBtAL INFORMATION A. Type of healing fuel: 8. 15 OTHER CONSTRUCTION OEING DONE ON f3.4tnc THIS WILDING OR $I TET YES O Gas—Q lP, ❑ Nelvrel Q Control Utility IF YES, GIVE HUtAaER OF CONSTRUCTION ❑ Oy PERMIT 9506 IV. kfiC1'MNICAL WUIPIAINT TO 66 INSTALLED 713esidenlial RE OF WORK (Fiat We 44104101.1•lief of s:omponeah on back of this form) or (1 Commercial ' A( Heat Q Speco Q Recaaed ,0"Central 0 Floor 11 New Building Air Conddiwingt Q Room 'er,Cesfrol ❑ Existing Building jd'Dvct Systems M.1.,w DUCT BOAP ' s, •�hich,... � ❑ •placement of existing system Iaesirnvrlis cap* 1200 41m, ;�/New Installation(No system pr.ylously installed) Q Refriger.hoe ❑ Extension of add-on to existing system 0 C-00169 to *I: Gpadfy 9•P^ D Other— Specify ❑ An c10riaklers: Nvmber of haat -- Q Elevator ❑ Mattlifl ❑ bulebr..._��_(aumber) O Gosolie.pump` (aun,bet) THIS SFACE FOR OFfIC& USE ONLY (Rose! 0 ❑ T•41►= (avmber) Rens.rla ❑ LrG c41rsaj•••� (avmb•r) ❑ vorw d Pressure 1.44411 0 seiere Formit Approved by Dal. Q aliset, — Sp CHY to mit Fat LIST ALL EQUIPMENT ADI; CONDMONING AND REFRIGERATION EQUIPMENT Numberunns Deacrlpuce U0441 Number llfanutactluvr jY A��t .0 3 0 TP.ANE — UI, , . 708 3 '7 0 � -570 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ,Z4Q71� Date a Heated Square Footage '�@ $ S Ov per sq ft = Garage/Shed' ✓ @ S 17 00 per sq ft = $ Ca+-�f Porch 1 @ $ / U '90 per sq ft = $ 227 Deck @ $ per sq ft = $ Patio @ $ p e r sq ft = $ 8`74 TOTAL VALUATION: $ Tot 1 Valua ion 1st $ 501000 s 196 Remaining Value $�4 per thousand or portion thereof TOTAL BUILDING FEE $ (,0,2 + 1/2 Filing Fee $ 2-2 Toa (/ ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $� 0 SEWER IMPACT FEE $ --)SD 1 6 C.% WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ r( 1� � RADON (HRS) .0050 $ 4 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 3 -v' ( jv�7) SURCHARGE . 0050 $ `7 q z- OTHER $ GRAND TOTAL DUE $ P 90 • 4 P ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank_ ; Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: Irl NAN C I A`PtINW4 0>A" t ilotice of Commencement (NILfA11i IN nUPLICAte) BQ0k. 7985 Pg 720 To whom it may concein: The undersigned hereby informs you that improvements will be made to certain real property, and In accordance with section 113.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. / ,�-•�- �,1 I Description of property1. �.._ _ _______________• ---14.,a3_--- —1-y------------------------------------------------------------------ According to plat thereof recorded in plat-hook-41 pages --------••---•-----------------------=------•--------•--••---•-•--•-- -7----------------------- 1 of the current public records of Duval County Florida. General description of improvement.s ......................•--------.-------------------------------------, Construction of Single Family Residence with Garage on concrete slab -------------------------------------•--•------•-----._...---------------•---_._---•------•--._.----------.• Centex Real Estate Corporation Attn: Arthur Day Owner ----------------------------------------_-•_--•_•----•--•----•-•-------•---------------------------- 6620 Southpoint Dr.S. Suite 400 Jacksonville Florida 32216 Address ---•---------•---•------------------•-----------------------------•-------------•---------------. Fee Simple Owner's Interest in site of the improvement ....................................................... Fee Simple Title holder (if other than owner} .............................................•................. Name -•------•---•---------------•-------•-------..•»............---•------•------------------------------ Address ---•-----•-•------•-----..--•---•----•---..•....--------•-•----•-----------•-•----••-----•--•---• same as owner Contractor ------------------ .............................. Address -------------•-----•-------•----•---------_..»_.._•-•----------------------------•-------------_ Surety (if any) ----------------------------------------------------------------------------_---_.---------• Addiess -----------------------------------------------------------------Amount of bond $--------------- Nome and address of any person making a loan for the construction of the improvemegts. Name ----------------------•------------------------------------------------------------------------------ Address -------------------------•---------------- ---------------------------------------_.._.-•------- Name of person within the State of Fiodds, other than himulf, designated by owner upon whom nodus or other documents may be served: Metropolitan Title & Guaranty Co Name ----«.•--- -------------------_..----•---•--------------•-•--------------•--••-- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -----------....- ---w•... ------•__................-•---•-•----------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.00 (21 [b], Florida Statutes. (Fill in at Owner's option). Name --------------------—---------_•_---- -------------- - - -------•-------------------------- Address ------------=--------------------------•---------•- -------- ---- -=-------------- THIS etACa FOR 1ttCORDt11'e U!L ONLY 1 IrINAMCW.PRINIING C>~ V V �.o�iee of commencement 4 (rRU'AA9 IN ourLICA7[) B00k 7945 Pg 720 1! i To whom it may concein: 1 > The undersigned hereby iniorms you that improvements will be made to certain real property, and In accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. U J Description of property LQ �` � �-� -- -�-n ��_�._ _ _._1_ "� ___�!_�k til __ L-__-_-_-._____________________________________________________, qAccording to plat thereof- recorded^in plat-book y pages ,q of the current public records of Duval County Florida. NGeneral description of improvements ---------------------------------------------------------------------. sa Construction of Single Family Residence with Garage on concrete slab q ----------------------------------------------------------------------------•------------------------------- +� Centex Real Estate Corporation Attn: Arthur Day Owner ----------------------------------------------------------------------- a 6620 Southpoint Dr. S. Suite 400 Jacksonville Florida 32216 4 Address ------------------------------------------------------------------------------------------------- z Fee Simple Owner's Interest in site of the improvement _______________________________________________________________. Fee Simple Title holder (ii other than owner) __________________________ .o DName ----------------------------------------------------...------------------------------------------------ Address ------------------------------------------------------------------------------------------------- Contractor same as owner ------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------. Surety (if any) -------------------------------------------------------------------------------------------- iAddzess -----------------------------------------------------------------Amount of bond $ iName and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served; Metropolitan Title & Gua-ranty Co t Name ------•---------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notics as provided in Section 713,06 [2] [b], Florida Statutes. (Fill in at Owner's option), Name ------------------------------------------ --------------- - ----- Address ---------------------------------------------------- =------------ CITY OF ?ROPERTY QESCRIPTION Atfa4:6-c Oeacic - �;7loz�da 716 OCEAN BOULEVARD .ot 0_916:---Block 1__-----Section �__--__-_ P.O.BOX 2S ATLANTIC BEACH.FLORIDA 32233 on, - • -_----- TELEPHONE Vi041249-2.195 iubdivissiQa�SZG_L__L_1_�k.S 1 2 _ Street Nome DESCRIPTION OF WORK sr Addreea s_1 .� 1 n s �d fir_______ IS in a FLOOD HAZARD 'lood Zones___, -------—area complete page 3. Brief Descriptions__ 1 Class of Works tNow/R000del/Addition)_ ______ TONING INFORMATION Type of • Construction s_ � 2fS :oningPropoaed listricts Ruh—Uses_— Estimated Vilue g_—________________ :xceptions or ariences Grantedi,�_M_�_.._��:-._.... Solid or .---------- Filled Grounds---- ____Root s �S�t h�C OWNER INFORMATION �•• Method of Hastings-AE: Property Owners phone I Mailing C ---M---�- Addreas�o_�GZ���d _S.Ll�"1�,�r• J ' j I _„ Zips_ - awn� I �.; __------- `3 ------ CONTRACTOR INFORMATION � 8 c SEC 19 1994 Contractor s " �""-""_______ Phone: _ Nailing " gudi�g and Zoning Address s------•----- -----------�.�_..----..__ _---------------------------- Zip' ---------- Expiration Licenne Numbers..............---......................... Dates -------------- I UERCSY CERTIFY THAT I NAVX READ AND E%ANINCO THIS APPLICATION AND KNOW TUC SAMC TO •E TRUE AND CORRCCT. ALL PROVISIONS OF TVk LAWS AND ORDINANCES GOVERNINO THIS TTPC Or WORK VILL @C CONPLICO PITH, WUCTNCR slracirsto NCRCIN OR NOT. TUC GRANTING OF A pCRNIT DOE! NOT rRCSURE To OIVC AuT110RITY TO VIOLATE OR CANCEL TUC rROVISIOUS Or ANY FEDERAL. STATE OR LOCAL RULES. +1i REGULATIONS. ONDINANCCS. OR LAWS IN MANNER. INCLUOtnG TUC' OOVLRNINO Or CONSTRUCTION OR THE PERrORNANCC OF CONSTRUCTION OrTNC T. I UNOtRSTANO THAT TNt ISSUANCC Or THIS PERMIT IS ='v_ ' ;.. CONTINGENT upon TUC AaoVC INFORNA ON B:IN RUC AND CORRECT AND THAT TUC PLANS AND surroRrsrc tf rj , DATA HAV: BEEN OR sNALL' NC PROVI CD AS E I l. Ovner Signature ___-_-- ._F- �Sit.--�_- --!r-�'•--- - --- ----- f�=l S Contraotnr Signature nate - --- r FLOODPLAIN DEVELOPHENT INFORMATION Type of Davalopwent s_-?-L.& ----------------------------------- Flood Required Lowest Floor Elevations_ It building iR located Within a flood hazard zone, a survey must be wade AFTER THS SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bast flood elevation established four that zone. No Sinal inspection will be *ado and no oertiiioate of occupancy will be issued until the survey is on Yiie with the Building Department. f COMMENTS 2 ' Applicant Aeknowledg vents Z understand that the issuance of this: permit to contingent upon the - above information being correct and that the plans and supporting data havw been or shill be provided as rwquired. I agree to comply with all applicable provisions of Clydinancw Ho. 23-7-11 and all other laws or ordinances affecting the proposed development. Date---- -------Applicant's Signature.......................... ------------------------------------------- =.------- Department Use R4quired Lowest Floor Elevation Aq Built Lowest Floor Elevation ................. Survey Filed with Building Department ___________ ----------------------------------- Building Department Roprwoontative page 3 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 95 SL 2 BUILDER: CENTEX AND ADDRESS: 1563 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_I 3I_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .43 a. Total As-Built points 19a. 28941.59 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: y ,�$.._- -�4-�_- --� DATE: I a - , -5 DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------xi R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------xi R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: L,(.?�5��`4�.�0; .� . Signature:��� Date: City/ZiR'" cQ ,e.Qk� 3 2- Z Florida Eifergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 95 SL 2 BUILDER: CENTEX AND ADDRESS: 1563 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_I 3I_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length ( ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 197.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 .00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .43 a. Total As-Built points 19a. 28941.59 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: I �- I 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: CQA_F�k4tQ.J BUILDING OFFICIAL: DATE: I a - I S' S�{ DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 95 SL 2 BUILDER: CENTEX AND ADDRESS: 1563 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: ll_I 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10 .00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 97 .43 a. Total As-Built points 19a. 28941 .59 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C q ►L , BUILDING OFFICIAL: DATE: ( -i S - '� DATE: SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 92 .00 65.8 6053. 6 DBL CLR N 18.0 38. 3 .94 648.8 DBL CLR N 18.0 38. 3 .94 648.8 DBL CLR N 20.0 38.3 .94 720.9 DBL CLR N 18.0 38. 3 .94 648.8 DBL CLR N 18.0 38. 3 .94 648.8 S 24 . 00 65.8 1579.2 DBL CLR S 24 .0 66 .2 .91 1448.6 W 54 .00 65.8 3553.2 DBL CLR W 15.0 79.7 .95 1136.9 DBL CLR W 15.0 79.7 .95 1136.9 DBL CLR W 12 .0 79.7 .95 909.5 DBL CLR W 12 .0 79.7 .95 909.5 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1, 647 . 00 170.00 1.453 11, 186.00 16,255.89 8,857.77 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995. 0 . 9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 . 0 . 7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21 . 0 6. 1 128. 1 Ext Insulated 21 .0 4 . 10 86. 1 Adj 18 .8 2 .4 45. 1 Adj Wood 18. 8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 .6 904 .2 Under Attic 30.0 1493 .0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169. 0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962 .8 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS I 25,289.71 18,026.39 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289.71 .37 9, 357 . 19 1 18,026.39 1.00 1. 100 .340 .860 5,798.01 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 92 . 00 -10.6 -975.2 DBL CLR N 18.0 7 .3 1 .09 143.0 DBL CLR N 18.0 7 .3 1.09 143.0 DBL CLR N 20.0 7 .3 1.09 158.9 DBL CLR N 18.0 7 . 3 1.09 143.0 DBL CLR N 18.0 7 .3 1.09 143.0 S 24 . 00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .9 W 54 .00 -10.6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117 .7 DBL CLR W 15.0 -9.2 .85 -117 .7 DBL CLR W 1 .0 -9.2 .85 -94 .2 DBL CLR W 1 .0 -9 .2 .85 -94.2 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 170.00 1.453 -1,802 .00 -2,618.73 -347.75 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995 .0 2 .2 2189 .0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21.0 12 .3 258 . 3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808 .4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8 .9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177.2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16,254 .27 21,790. 15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8,939.85 1 21,790. 15 1.00 1. 100 .500 1.000 11,984.58 WATER HEATING ******************************************************************************* BASE ___ ( __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409 . 00 40 .90 1 .000 3719.7 1.00 11, 159.00 SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9357 .2 8939.8 11409.0 29,706.04 5798.0 11984 .6 11159.0 28,941.59 ***************** * EPI = 97 .43 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 GasEF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:�(� -�,, �,� 5 , Signature: CCt� Date: 13-I K"-iq city/z iP� 2--2-1 to Florida ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :95 SL 2 ADDRESS : 1563 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1 .00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736. 34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761.96 ISENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15 .00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348 .00 552.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732.40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334.90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28 .5 ) x 39.80 1134 . 3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 1923 .36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493 .00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- --------- --------- SUBTOTALS: 1658. 00 2155.40 2652 .80 ----------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF � ,,"'SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET ATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) / LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) _ _WASHING MACHINE (3) SPOT, SCULLERY SINK (4) _DISHWASHER (2) --,,"WASH SINK EACH SET OF FAUCETS (2) _, KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE _,ZD ENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) 'URINAL STALL, WASHOUT (4) _FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) i URINAL. PEDESTAL, SYPHON JET _DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) �ZJACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS__1�74) @ #20.00 EACH #_- JOB INFORMATION___/ T T30 I V1 1 __T21 V7- T22 TPA Q TIA TO I TJ Q e-I Q' Q CuTj t-21JOB: 941323 CENTEX HOMES _.. . .37 LOC: 95-2 SELVA L.INKSIDE �"1 DESIGNER: MEJ TRUSS SPECIFICATIONS FOR SELVA 95-2 941323 - CENTEX HOMES TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE USR732 94341511 12-07-1994 USR732 94341512 12-07-1994 USR732 94341513 12-07-1994 USR732 94341514 12-07-1994 USR732 94341515 12-07-1994 USR732 94341516 12-07-1994 USR732 94341517 12-07-1994 USR732 94341518 -07-1994 USR732 94341519 12-07-1994 USR732 94341520 12-07-1994 USR732 94341521 12-07-1994 USR732 94341522 12-07-1994 USR732 94341523 12-07-1994 USR732 94341524 12-07-1994 USR732 94341525 12-07-1994 USR732 94341526 12-07-1994 1`0,��� � '�ta • USR732 94341527 12-07-1994 •'�~*`'� �% } f'<' !}{ / USR732 94341528 12-07-1994 t ¢�• "� �� USR732 94341529 12-07-1994 USRT32 94341530 12-07-1994 lob: (941323--Centex Homes Inc SELVA 95-2) / T1 21' Hip Girder 7'SB THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IDT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 510 510 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 20.71 In TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w SPECIAL CONNECTION REO'D FOR 455.05 LB. CONCENTRATED LOAD. W TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. (i HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �+ Ln T C6X6 C3X4 C6x6 O 6 � l� 03X6 (Al) C3X6 (Al) EM V C X 21 ' 7-0-0 1 7-0-0 1 7-0-0 -4- 21-0-0 1-4- 21 ' OVER 2 SUPPORTS R=1612# W=3"8 R=1612# W=3"8 'LT. TYP.- CLARY-V2 F - Rev 17.2m SCALE220.25 719 0 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22408 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONVECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94341512 A 01.1.1...1 Al.— A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 041Mer•e P'.wetA• I. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CH040 BC LL 0 .0 PSF By: OL D CONNECTORS PER DRAWINGS 530. 190 S SBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LO. 37 .0 PSF 1801 S. Great SOUtTlwest Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S TECHNICAL UPOATE (7/1/911 FOR SUGGESTED Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 f214) 660-3940 IM ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. a--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE oo: (941323--Centex Homes Inc SELVA 95-2) / T2 21' Hip 9'SB THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ,OT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 280 280 C WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 20.71 m TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. tD Ln IU C5X5 C5X5 Tl C2X4 C2X4 0 6 � Q 3X4 (Al) �X4 1) X X 21 ' J 9-0-0 3-0-0 9-0-0 —4— 21-0-0 Bi-4- 21 ' -( OVER 2 SUPPORTS R=853# W=3"8 R=853# W=3"8 LT. TYP — CLARY—V2 T P F — — R v 17.2m SCALE 227 .2 **IMPORTANT** CLARY DIVISIOIN OF ALPINE WARN INGT—SES REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF R732--22410 SHALL NOT BE RESPONSIBLE FOR IN MANDLI NG. ERECTION AND '7 OAL.--':Ral"Of ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL / .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 •O PSF DRW USR732 94341512 Alolm A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERE.,' *oPrN4W"' Ift TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF 8Y: OLD CONNECTORS PEA DRAWINGS 130, 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF 801 S. Great SOUtTHNeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Pralrle, TX 75051 SEAL OH THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYNALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W--TPI - TRUSS PLATE INSTITUTE. NOS- 1291 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCTIONPA I NG 24.0" 1+- (0o: (941323--Centex HOmes Inc SELVA 95-2) / T3 21' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -OP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP /2 N MWFRS UPLIFT (LB): 270 270 c WEBS 2x4 SP f3 BEARING LOC. (FT): 0.00 20.71 Ln TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v -RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to .N LAI d Ln w C4X4 m C2X4 C2X4 6 p Ln C3X4 (A1) 3WAI) 5X X4 10-6-0 10-6-0 -4- 21-0-0 -4- 21 ' -� OVER 2 SUPPORTS R-8533 W-3"8 R=853# W-3"8 )LT. TYP - CLARY-V2F - - Rev17.2m SC =SCALE 250 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUS$E$AEOUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22411 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD TME TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUTAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94341513 A OSr NAu"e1 AlP1ne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E'"'_'0 TAUS!AND IK TAAND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0,0 PSF BY: OL D CONNECTORS PEA DRAWINGS 130. SBO C S60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LE). 37.0 PSF :BOS S. Great SOUtnwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grano Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 Ilm ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACINGP4 0" Hob: (941323--Centex Homes Inc SELVA 95-2) / T9 37' Special Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N : T3 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 10T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 200 200 200 WEBS 2x4 SP #3 : W6 2x4 SP #2 N: BEARING LOC. (FT): 0.00 20.71 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w SPECIAL CONNECTION REO'D FOR 203.24 LB. CONCENTRATED LOAD. ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. iA) 1X4 "T" BRACE. 03 HEM-FIR OR BETTER. LO ATTACH BRACE TO WEB WITH Bd NAILS @ 4" O.C. #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT RIGHT END. A BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. JACKS HAVE NO WEBS. w a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. Ln CONTRACTORS WARNING: 1i THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. T C5X5 I} C6X8T3 4 4 X5 m C7 C2X4 i� s (A) C3X4 (A i) C3X4 (Ai) 3'10.3 X 4 _r =3 CbX12 U,2X4 I 1 C3X8 �- 21 ' 16' 10-6-0 3-6-0 C5�%—0-0 5-0-0 1 4— 37-0-0 1 4- 37' _I OVER 3 SUPPORTS R=1311# W-3N8 R=2439# W=3"B R=946# W=3"B LT. TYP.- CLARY-V2 TPI FL/1/1/1/F/-/- Rev 17.2m SCALE 227 .1 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING`R.SSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22412 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CA LARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/07/94 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIRENENTS. lM)LESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94341514 O,r u,rn Pe A1PNM Au6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD!HALL BE LATERALLY BRACED WITH PROPER Enp,ner"rW P.w"ee.. Irr TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D BOS S. Great SOutT1W6lt Pkwy. CONNECTORS PER DRAWINGS 130. 150 S 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.L D. 37.0 PSF Grand Prafrf e, TX 75051 LFF—TPI W�W/APPLICABLE PROVISIONS OF MDS C TPI. AN EWGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED (214) 660-3940 L ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.Fac. 1 .25 ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.- TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PA NG SEE ABOVE ', l Job: (941323--Centex HOIIeS Inc SELVA 95-2) / T10 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. roP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 440 430 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . .� IECOMMENOEO CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. LD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. b. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, w V U1 V 111 C5X5 C6X6 3X6 C2X4 4 X6 m G C7 C2X4 m h o C3X5 (A1) C3X5 (Ai) T Q 1 �3 X X1 X4 i C6X12 �- -37' If 10-6-0 1-6.p 18-0-0 7-0-0 6,1 1 4- 37-0-0 1 4=b 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1444# W=3"B -T. TYP - CLARY-V2T P R v 7.2m Sea. 22728 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--22413 SHALL-1 BE RESPONSIBLE FOR IN HANDLING. ERECTION AND �C. ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MTTN OST88 BY TPI. FOR ADOIiIONAI SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. Top BC OL 10 .0 PSF DRW VSR732 94341515 A 1V Of AIPSne AMS OR S EXCEPT AS NOTED. APPLY CONfEL"TORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Fiq fneenA.Proweta, lne TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLY*=SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL 301 S. Great 50ut11NlSt Pk CONNECTORS PER DRAWINGS 130, SBO L SSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37.0 PSF �• L.--TPI ORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE .17/1/91) FOR SMMSTED Grano Pralr16. Tx 75051 L ON THIS DRAWING APPLIES TO INC CONPONEMT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (2]4) 660-3940 ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TTA155 ERECTION CONTRACTOR. - TRUSS PLATE INSTITUTE. N'-`S - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Jab: (941323--Centex Hosea Inc SELVA 95-2) / Til 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 440 430 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 N TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. ATTACH BRACE TO WEB WITH Bd NAILS @ 4" D.C. t� BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. a 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. d V 01 r QI T2 C5x 3X4 C2X4 C6X6 (R) mC2X4 (A) C2X4 0 6v �.1 C 1n C3X5(Ai) 3X5 (Al) C X4 _r 1' =3 4X1 X4 y Me 37'r - 37' it 11-0-0 17-0-0 9-0-0 1 4- 37-0-0 1 4- �- 37 OVER 2 SUPPORTS R=1445# W=3"B R=1445# W=3"8 T. TYP.- CLARY-V2Tel - Rev 17.2m SCA' 22729 0. 1 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22414 SHALL NOT BE RESPONSIBLE FOR IN HANDLING' ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE TMIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTOPS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPENENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 94341516 A 0tauon sN A1Pine A446 SR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER F/p nNrAo PrOOWctA. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY. OL DAlr CONNECTORS PER DRAWINGS 130, 150 C ISOA—f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 301 S. Gnat Southwest PWWy, CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 0/1/91) FOR SUGGESTED TOT.L D. 37.O PSF Gran tl Prelrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.Fac. i .25 1214) 660-394D IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TME TRUSS ERECTION tONTRALTDR, W--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUC120N PA I NG 24.0 n ob: (941323--Centex Hones Inc SELVA 95-2) / T12 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. OR CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 430 430 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w n) NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH Bd NAILS @ 4" O.C. to BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. v C5X5 C6X8 X4 C5X6 m C3X4 C2X4 m m s o i. (A) •" C3X5 (A 1) c0 C3X5 (Ai) C3EX4 �— � cbxb C4X8C3XB 5XB C2X4 37' 14-8-0 —8-:-Q- 9-8-0 11-0-0 1 4— 37-0-0 4— 37' OVER 2 SUPPORTS R-1445#1 W-3"8 R=1445#( W=3"B LT. TYP — CLARY—V2F Rev 17,2m SCA: 22730 0. 1 7 **IMPORTANT** CLARY DIYI$10N OF ALPINE WARN INGTRusSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--22415 SMALL N01 BE RESPONSIBLE FOR 7N HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN COWDRMA14CE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DR W USR732 94341517 A ONv a•isn eN AImI,• A4$GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER // EnpNneK•a Preeuct•, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY. OLD IY'L — 801 S. GPGBL SOut71WlSt Pkwy. CONNECTORS PER DRAWINGS 130. ISO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF Gran. Prairie, TX 75051 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED (214) 660-3940 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED UPON IN AMY OT NER MAY. DESION TO THE TRUSS ERECTION CONTRACTOR. a--TPI - TRUSS PLATE INSTITUTE. NDS -_1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.D" JOW (941323--Centex Homes Inc SELVA 95-2) / TIS 37' Special THIS DNG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 112 N MWFRS UPLIFT (LB): 430 430 WEBS 2x4 SP 03 BEARING LOC. (FT): 0.00 36.71 m TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, 113 HEM—FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING` NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4` O.C. IO BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln m C5X Q2X4 Q5X5 C3X4 (A) 13X4 6 p r (A) C3X5 IA 1) C3X5 (Ai) =3 X4 C2X4 C5X5 C X12 C6X8 C2X4 37' - -� 15-0-0 9-0-0 13-0-0 i 4- 37-0-0 1 4- 37' _1 OVER 2 SUPPORTS R-1444# W-3"B R=1444# W=3"8 )LT . TYP.- A Y-V2 DESIGN CRIT TPISeA. 22731E7 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRUSSES REQUIRE EXTREME CARE TC LL 20. 0 PSF REF R732--22416 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CL A A Y DEVIATION FROM THIS DESIGN on THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9i BY TPI. SEE THIS DESIGN TC DL /7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNEC70AS ARE MADE OF 200A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP SC OL 10. 0 PSF DRW USA732 94341518 A OI,rle lon of Aloin A446 GA S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED W11H PROPER E,41-0Hnmeu . Inc TRUSSANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD A c CONYECTOAS PER DRAWINGS 130. ISO C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE .601 S. Dreat SOUtflw!!t Pkwy, CONFOM W/APPLICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE v/1/91) FOR SUGGESTED TOT.LD. 37.0 PSF Grand PraIriv. TX 75051 SEA{, ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CDPY OF THIS DUR.FAC. 1 .25 1214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ---TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA INQ 24•0" Job: (941323--Ceritex Homes Inc SELVA 95-21 / T17 37' Special THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2x4 Sp #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 430 420 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w w NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH Bd NAILS @ 4' O.C. to BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w 1UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. L LO C5X5 C5X C 4 C5X5 m (A) C3X4 0 Do s p C2X4 (A) CA) C3X5 (A1) C3X5 (A 1) 3X4 C2X4 �- �3 C3XI2 4 C5XB 37' 17-0-0 5-0-0 15-0-0 1 4— 37-0-0 1 4- 37' - —� OVER 2 SUPPORTS R=1445# W=3"8 R=1445# W=3"8 LT . TYP.- ARY-V P - Rev 17. m SCA: 22731 7 **IMPORTANT** CLARY DIVISION of ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--22417 SHNALL NOT BE RESPONSIBLE FOR IN HAWLIMG. ERECTION AND OCLARY NATION FAD14 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 94341519 A OSr Hel en el Aleim A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /L / Ene S,wree P"Pwtte, ]nc TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD A r 301 S. GrBit SOUtRWlBL Pkwy. CONNECTORS PER DRAWINGS 130, ISO C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37. 0 PSF Gran. reatle, tE 05051 L'OW�*/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED SEN.ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR,FAC. 1 .25 ■--TPI -TRUSS PLATE INSTITUTE. NWS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (941323--Centex Fomes Inc SELVA 95-2) / TSB 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR, tOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 420 420 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N 3EE DRAWING A115/R AND/OR 864, 080 FOR FILLER DETAIL. ALL PLATES ARE C2X4 EXCEPT AS NOTED. tD NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM—FIR OR BETTER. 1, AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" O.C. w BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. �. OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U1 IU O C5X5 X5 C5X5 C5X5 , m (A) o A) ) e p C3X4 3X5 (Al) C3X5 (Afl X _I_ =3 C5XI2 3X4 im 37' - _1 19-0-0 T L_9-0 17-0-0 dr� 1 4� 12-11-15 6-0-1 18-0-0 1 4-b �-----12' 11 '15 --} —7' 11" 15 16'003 -� 37' OVER 2 SUPPORTS R=1444# W-3"8 R-1444# W-3"8 LT. TYP.— AR —V N T P �±T F Rev 17.2m SCA 2 0.1 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINl7 USES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--22419 SMALL NOT 8E RESPONSIBLE FOR IN HANDLING. ERECTION AND r1 �CC�.L AR Y FFAILURRETOTION F6ILD THE TSRUSSS GN OR THESE N CONFORMMAANCEFWITHIONS. OR ANY GSTBH BY TPI. FORCING. SEE ADDITIONALIO-91 8 IP1. SFE SPECIAL PERMANENTTHIS BRACDINGIGN RETC DL 7 .0 PSF DATE 12/D7/94 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIRE/EN/S. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USS732 94341520 D. ue. rAI.I- Aub BR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �+�err're��Cte• Iwc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD�t'LF BO! S. Great SOUtMNlst pW,yy, CONNECTORS PER DRAWINGS 130. 150 9 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LE). 37.0 PSF Grano Pra If,ie, TX 75051 COMFORN M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 25 12141 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTTER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. r--TPI TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPACING 24.0" •VN too: (941323--Centex Homes Inc SELVA 95-2) / T19 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. -OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )OT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 420 420 t` WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, i5.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1ECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w ru (A) 1X4 "T' BRACE. #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' O.C. Lo BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING s AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. w RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. a 1UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln IV C5X5 C5X5 C5X5 m (A) A) ) C2X4 0 s p C3X4 (A) C3X5 (A1) C3XB (A1) C5X5 C3X4 X C3X4 =3 .i_ �2 19-6-0 17-6-0 1 4- 6-3-8 30-8-8 4- 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"B 273 LT. TYP - CLARY-V2F Rev 17.2m SC&E5eA. =0.1 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRussrs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22420 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OCLAR Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/9 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 • O PSF DRW USR732 94341521 A Diriuen PN AiP1Ma "IS GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r� Fnainaeraa P'awcta, iK TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 90110M CHORD BC LL 0 • 0 PSF BY: oL D �t-�" 9D1 S. Great SDUt11M!!t PK CONNECTORS PER DRAWINGS 130, 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.O PSF �• CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED Gr an0 Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 2 5 1214) 660-3940 IN OttY, AND SMALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS EAECTIDN CONIRACTDR, W--TPI TRUSS PLATE INSTItUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR MtlOD CONSTRUCTION PA NG 24.0' JOG: (941323--Centex HoSes Inc SELVA 95-2) / T21 37' Special Girder THIS DWS. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x6 SP #1 Dense : T1 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. : T4 2x4 SP #2 N: MWFRS UPLIFT (LB): 210 340 340 c ' BOT CHORD 2x4 SP #2 N BEARING LOC. (FT): 0.00 13.04 36.71 In WEBS 2x4 SP #3 : W7 2x4 SP #2 N: TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1i 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w ru SPECIAL CONNECTION REO'D FOR 203.24 LB. CONCENTRATED LOAD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. LO IO #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT RIGHT END. (A) 2X4 "T" BRACE, #3 HEM-FIR OR BETTER. r. JACKS HAVE NO WEBS. ATTACH BRACE TO WEB WITH 16d NAILS @ 4" O.C. w BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. �+ NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24e O.C. 0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ^1 CONTRACTORS WARNING: ^I THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SHIM ALL SUPPORTS TO SOLID BEARING. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C5X6 (R) C2X4 C3X5 rRXR C3X4 C5X8 (R) ;CT1k F0 oil 3'10'3 s 3X5 ;Z5;1 2 A) TC3X5 (A 1) 2 C3X5(Ai) C5X5 C5X12 C X4 xr, C2X4 _Tr3 �4 CAX4 C6X6 }- 13'4" 23'8" 7-0-0 25-0-0 5-0-0 IL-4- 3-3-8 6-9-0 —0-®- —8 23-8-0 1 4- - - 37' _I OVER 3 SUPPORTS R=762# W=3"8 R=2504# W=3"8 R-1430# W=3"8 'LT . TYP - CLARY-V2 Rev 17.2m SCIE 22776 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGRusSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22422 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MI"I BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 fAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USA732 94341522 A Div Neien et Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER FJglneeree P'WutN. 1K T1USS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF 6Y: ME J CONVECTORS PER DRAWINGS 130. 150 C ISOA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING — SEE '.801 S. Great $OUtnWe4t PWWV. CONFORM M/APPLICABLE PROVISIONS OF MOS[TPI. AN ENGINEER'S TECHNICAL UPDATE 0/1/91) FOR SUGGESTED TOT.LO. 37.0 PS F Grantl PraIr le, TX 75051 SEAL OW THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �]C (214) 660-3940 IW ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 -2 5 APT � TRUSS PLATE INSTITUTE. HOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PAC I NG SEE AB DVE 2 Job: (941323--Centex Hamel Inc SELVA 95-2) / T22 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 200 360 330 WEBS 2x4 SP #3 : W5 2x4 SP #2 N: BEARING LOC. (FT): 0.00 13.04 36.71 (n TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. N AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH Bd NAILS @ 4" O.C. 1a BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. b. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: n THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SHIM ALL SUPPORTS TO SOLID BEARING. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING Ul INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, ry w T C6X6 X4 X C X4 5X5 m (A) r, 6CTX4 WC3X4 (A1) c C3X4 (A 1) C5X12 C5X5 X X4 �2 �3 _i a 4 C3X4 C5X5 13'4" -�- 23'8" 9-0-0 21-0-0 7-0-0 1 1 1 L-4 t-3-3-8 6-9-0 -0-®- -8 23-8-0 4- - 37' OVER 3 SUPPORTS R=480# W=3"8 R=1491# W=3"8 R=918# W=3"8 )LT. TYP - CLARY-V2P F Rev 17.2m SCA: 22766 0. 187 **IMPORTANT** CLARY 01,1510.OF ALPINE WARN INGT` ssE5 REQUIRE EXTREME DARE TC LL 20 .0 PSF REF 8732--22423 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94341523 A Diri-i0"Of Alaim A—GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER r Ena in--r-a Nn•n"-ct-, IK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF By: ME J T 1801 S. GrlBt $OutRWlBt Pk CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE �• CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE h/1/911 FOR SUGGESTED TOT.LO. 37.O PSF Gran. Pr ie, TX 75053 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. IDESION TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 .25 ---TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING PA 0" Job: (941323--Centex Homes__Inc SELVA 95-2) / T23 37' Special THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 440 430 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 Ln TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. tAl IU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. If) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. A. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LAI d Ln W a C6X6 C X4 C3X4 6 (R) T m C3X4 C2X4 0 6v Ln 3X5 (Aft) —0338 (A 1) C5X5 X C X T �2 11-0-0 17-0-0 9-0-0 1 4- 6-3-8 30-8-8 TL4- 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"B )LT . TYP.- CLARY-V2R F - - Rev 7.2m CLSCALE 22031 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRussEs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22424 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS7SS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM QUIREMEN7S. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94341524 A 0a.nsnse446 QR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E+NHwrAe N•ad"cu, Inc TN A103"t ARUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D CONNEC70AS PER DRAWINGS 130• SSO C 1SOA-F. DESIGN STANDARDS WI7H PROPERLY ATTACHED RIGID CEILING-- SEE 1801 S. Great SouTxWlfi Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NDS C 7PI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED TOT.LD. 37.0 PSF Grano Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 )21d) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TME TRUSS ERECTION CONTRACTOR. �^ n--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTIONISPACING P4•0" V1' ` .lob: (941323--Centex Homes Inc SELVA 95-2) / T24 37' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 430 430 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 Ln TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N (A) 1X4 "T" BRACE. #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 80 NAILS @ 4" O.C. uw BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING A AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW, c.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ►- Ln N Ln C5X6 C2X4 C5X6 T 7 A) (A) C2X4 0 6 pC3X4 (A) ca C3X5 (A1) 3C33 B(A1) C5X5C3x4 C3X8 C 5 1• �2 13-0-0 13-0-0 11-0-0 1 4— 6-3-8 30-8-8 1 4- �� - 37 I OVER 2 SUPPORTS R=1444# W-3"8 R=1445# W=3"8 'LT. TYP.- CLARY-V2 T - Rev 17.2m SCA: 2273E 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTAUBSES REQUIRE EXTAEME CARE TC LL 20 .0 PSF REF R732--22426 SHALL NGT DE RESPONSIBLE FOR 1N HANDLING, ERECTION AND CC.L.1visim ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20DA GALV. STEEL MEETING ASTM GUIREMENIS. UNLESS DTHENISE INDICATED. Top BC DL 10 .0 PSF DRW USA732 9434!525 of A101ne AA46 OA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER pfNw""P PreouCt", lm ND TRUSS AUNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BDTIGM CHORD BC LL 0 .0 PSF BY: OLD 1801 S. Gnat $OUtnMefL PKWY, CONNECTORS PER DRAWINGS 130, 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PS F Grana Prairie, TX 7505! [CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/9!1 FOR SUGGESTED SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .25 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, I DESIGN TO THE TRUSS ERECTION CONTRACT DR. OUR.FAC. 1 "--TPI - TRUSS PLATE INSTITUTE. NOS - 199! NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING24.0" �' Job: (941323--Centex Homes Inc SELVA 95-2) / T25 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 430 430 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 Cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N (A) SX4 "T" BRACE. #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH Bd NAILS @ 4" O.C. LO BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING A AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW, LA) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. b MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln N Q1 C5 6- C3X4 X (R) C3X6 T C2X4 A) (A) C3X4 0 6 p i` C3X5 (Al) C3XB(A 1) C5X6 C3X8 C5XBX4 --r =3 ret 15-0-0 9-0-0 13-0-0 1 4- 6-3-8 30-6-8 1 37' OVER 2 SUPPORTS R-1444# W-3"8 R-1445# W-3"8 'LT TYP.- CLARY-V2 P F R V 17. m SCA: 22739 0. 1 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN( T`SES REQUIRE EXTREME DARE TC LL 20 .0 PSF REF R732--22427 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALY. STEEL FETING ASTM OUIPEMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94341526 A Dir utsn eN Ale the A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER GWirwree e'ee"ete, IK TRUSS AND UNLESS 07HERMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM 0-90RD BC LL O •0 PSF BY: OLD !+• CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 801 S. Great Southwest PWWy. CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED TOT.L O. 37. O PSF Grand Prairie. TX 75051 SEA,ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TD THE TRUSS ERECTIOW CONTRACTOR. OUR.FAC. 1 .2 5 "--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0. �. JOD: (941323--Centex Homes Inc SELVA 95-2) / T26 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 430 420 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH Bd NAILS @ 4" O.C. c0 BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING A AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. d MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LTI IU v C5X5 (R C5X (R) C6X6 C3X4 n (A) 0 C2X4 • C2X4 Co 6 C3X5 (Al) C3XB (A1) C5X6 C3X4 C XB C3X4 T =3 �2 17-0-0 5-0-0 15-0-0 1 4- 6-3-8 30-8-8 1 4- 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"8 )LT. TYP - CLARY-V2T F - Rev 17.2m SCA. 2 0. 7 *IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTiWSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--22428 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND o.L.ivisimof ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREhENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .O PSF DRW USR732 94341527 Alpine AAA GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /+ En91n 0 R`eAYe., 1110 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF By: OLD r" 1601 S. Great SOutnMfft CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.O PSF PWWy. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FDR SUGGESTED C Grana Pralrl T% 75051 e, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIB OUR.FAC. 1 .2 J (214) 660-3940 IW ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. OESIGN TO THE TRUSS ERECTION CONTRACTOR. n( •--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PA I N G 2 4•0" ,r .lob: (941323--Centex Bees Inc SELVA 95-2) / T27 37' Special THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Y BOT CHORD 2x4 SP #2 N : 82 2x4 SP #2 Dense: MWFRS UPLIFT (LB): 420 420 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IV (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" O.C. ca BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING A. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln IU CD C5X5 X5 C6X6 C5X5 OA) A) C2X4 CT) 6 p C3X4 pp- 3X5 (A 1) C3X8 (A1) C5X5 4 4 T =3 C5X5 �2 19-0-0 t7_0_719 17-0-0 1 4- 6-3-8 30-6-8 410 - 37' -� OVER 2 SUPPORTS R=1444# W=3"B R@1445# W=3"8 'LT. TYP - CLARY-V2CRIT Rev 17.2m SCAL 22741 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REG"1RE EXTREME CARE TC LL 20 .0 PSF REF 8732--22429 SHALL NOT BE RESPONSIBLE FOR IN HALING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USR732 94341528 A DivlAlPn 4Prf Alain A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ea"ei°' fne TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. ('creat SDUtITWest PWWy. COWORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED TOT.LO. 37.0 PSF Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .2t.25 (214) 660-3940 IN ONLY. AND SHALL HOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 70 TME TRUSS ERECTION CONTRACTOR. ^/r •--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 2 4.0" IY JoG: (941323--Centex HOBIes Inc SELVA 95-2) / T30 13'4' TRAY CONN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 210 200 c: WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 13.04 U) TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE -PROPERLY ATTACHED TO THE BOTTOM CHORD. 1a a w LA IU (O C4X5 (R) in C2X4 C2X4 m 6v m C2X4 (A i) C5X 12 C5X 12 C2X4 (A 1) 4'3 �— d 4 13'4" 6-8-0 _1_ 6-8-0 -4- 3-3-8 -7 6-9-0 '1 3-3-8 �1 4-� �- 13'4" OVER 2 SUPPORTS R=569# W=3"8 R=569# W=3"8 'LT TYP - ARY-V N T TP - - R v 17. m SCAL 22 0.7537 **IMPORTANT** CLAAY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22431 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20rA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94341529 A 01r1n en e1 AlOme A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Ep_n d Pfe .tA, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: ME J Ar .801 S. Great SoutnWest P1tM CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE Y• CONFORM"APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED LDUR.FA�C. LD. 37.0 PSF Grano ) 60-irl e, TX 75051 BE OR,N THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �]C (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN AMY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1 . 2J--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION I 24 Jot: (941323--Centex Homes Inc SELVA 95-2) / T31 13'4' TRAY H-5 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 300 290 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 13.04 to TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND Za WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w SPECIAL CONNECTION RED'D FOR 203.24 LB. CONCENTRATED LOAD. N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH NO WEBS. to A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. b, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w a Ln w 0 T C5X8 X6 T .. 6v N C3X6 (AS) C6X6 C2X4 C3X4 C5X6 C3X6 (Ai) 4"3 Q4 13'4" l L _ 5-0-0 _i_ 3-4-0 I_ 5-0-0 I -4- 3-3-8 T" 6-9-0 T 3-3-8 � I-A-61 13'4" OVER 2 SUPPORTS R=856# W-3"8 R=856# W=3"8 DLT. TYP.- CLARY-V2 P F - Rev 17.2m SeKE227537 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REWIRE EXTREME CARE TC LL 20 . O PSF REF R732--22432 SMALL NOT BE RESPONSI%E FOR IN HANDLING. ERECTION AND 0C'L.—.1".6f AAY NATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BYTPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20SA SALV. STEEL MEETING ASTW GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USA732 94341530 Alolnt A4H6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERBY: MEJ /%'—W tk Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL � 0 .0 PSF 1801 S. Great SouinNL75051 . ACTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 3 7.O PSF Grand Pralrle, to COWFORN M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE b/1/911 FOR SUGGESTED(nd 860-39a0SEAL THIS DRAWING APPLIES 70 THE CDMPDNENt DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .2 rJ IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W--TPI - TRUSS PLATE INSTITUTE. NOS 1991 RUC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTTION pA IN SEE ABOVE t> 6Zee p�X00 co D y D t� i r i pEi i „I ,iS TRUSS SPECIFICATIONS FOR $ELVA 95-2 941323 - CENTEX HOMES TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE USR732 94341511 12-07-1994 USR732 94341512 12-07-1994 USR732 94341513 12-07-1994 USR732 94341514 12-07-1994 USR732 94341515 12-07-1994 USR732 94341516 12-07-1994 USR732 94341517 12-07-1994 USR732 94341 18 12-07-1994 USR732 94341519 12-07-1994 USR732 94341520 12-07-1994 USR732 94341521 12-07-1994 USR732 94341522 12-07-1994 USR732 94341523 12-07-1994 USR732 94341524 12-07-1994 USR732 94341525 12-07-1994 USR732 94341526 12-07-1994 USR732 94341527 12-07-1994 �. ""'�" •``•� USR732 94341528 12-07-1994 USR732 94341529 12-07-1994d0 USR732 94341530 12-07-1994 0 fA4 4`jl«tatit►1tsSt40 JGD: (941323--Centex Hones Inc SELVA 95-2) / T1 21' Hip Girder 7'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 510 510 c WEBS 2x4 SP 03 BEARING LOC. (FT): 0.00 20.71 Lf TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w SPECIAL CONNECTION REO'D FOR 455.05 LB. CONCENTRATED LOAD. ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ID A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. h. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w a Ln T C6X6 C3X4 C6X6 0 6v m -03X6 (A1) C3X6 (Al) X C 1X 21 , W 7-0-0 1 7-0-0 7-0-0 -4- 21-0-0 -4- 2 OVER 2SUPPORTS R=1612# W=3"8 R=1612# W=3"8 OLT. TYP - CLARY-V2TP - - Rev 17.2m SCA-E= 012 0 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22408 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRW LISR732 94341511 A D1rluen PH A1.1" A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 4g1Hw,•e4 ProauGt", Ax TRUSS MIO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D 1801 S. Great SDuth,estPWMy, CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F, DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF Grano Prafrfe, TX 75051 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Ino 880-3940 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 2J IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIQN TO THE TRUSS ERECTION CONTRACTOR. P--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE )o0: (941323--Centex Hoses Inc SELVA 95-2) / T2 21' Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IDT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 280 280 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 20.71 m TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v -RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo d. w cn IU T C5x C5X5 m C2X4 C2X4 O 6 C7 .-f Q 3X4 (A1) 3WAI) X X �• 21 ' 9-0-0 3-0-0 9-0-0 -4- 21-0-0 -4- �• 21 ' OVER 2 SUPPORTS R-853# W-3W8 R=853# W=3"8 )LT. TYP - CLARY-V2N P �.�7 F - R v 7_ m SeAq: 22720 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINv`,""ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22410 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATIDN FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USA732 94341512 A OiY se see of A1..W A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EMsn.e�ee�OO11Lte' Lt TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D 1801 S. Great SQutflWelt Pkwy. CONNECTORS PER DRAWINGS 130, 150 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF Gr no Prairie. TX 75051 CONFORM M/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FDR SUGGESTED (214) 660-3940 SERI THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI$ OUR.FAC. 1 . 25 IN MNLr, AND SHALL NOT BE RELIED WON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLAIE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" }�, JOt1: (941323--Centex HDOCS Inc SELVA 95-2) / T3 21' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. rOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 270 270 c WEBS 2X4 SP #3 BEARING LOC. (FT): 0.00 20.71 to TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v rRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. W N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. A W Ln t+ W C4X4 m C2X4 C2X4 � 6 � In C3X4 (A1) M (AI) 3 5X 4 21 ' 10-6-0 1 10-6-0 -4- 21-0-0 -4- 21 ' OVER 2 SUPPORTS R-853# W=3"8 R=8531 W=3"8 T TYP.- CLARY-V2P F - - R v 7. m SeA.E22 021 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTHUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--22411 SMALL NOT BE RESPONSIBLE FOR jN HANDLING. ERECTION AND CLARY YNATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTaB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUTREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94341513 Wk YItIM 6'ASPine A446 BR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 1rwrAa Pr"autz. IK TRUS6 ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0,0 PSF BY: 0 L O 1801 S. Great Southwest pkwy. COWeCTOR3 PER DRAWINGS 130. IBD C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L 0. 37.0 PSF Grano PraSr1l. TX 75051 CDKDAM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE I7/i/91l FDR SUGGESTED SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEREDRYWALL APPLICATION. FURNISH A COPY OF THIS ,214) 660-3940 OUR.FAC. 1 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OESION TO tHE Turfs ERECTION CONTRACTOR. "--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACINr, 24.0" ADD: (941323--Centex M00,02 Inc SELVA 95-2) / T9 37' Special Girder THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMENSIONSI SUBMITTED BY TRUSS MFR, roP CHORD 2x4 SP #2 N : T3 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 200 200 200 c WEBS 2x4 SP #3 : W6 2x4 SP 02 N: BEARING LOC. (FT): 0.00 20.71 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w SPECIAL CONNECTION REG'0 FOR 203.24 LB. CONCENTRATED LOAD. N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. (A) 1X4 "T' BRACE. #3 HEM-FIR OR BETTER. LD ATTACH BRACE TO WEB WITH Bd NAILS 9 4' O.C. #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT RIGHT END. A BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. JACKS HAVE NO WEBS. w A 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. r CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. T C5X5 It C6X8 T3 4 4 X5 m C2X4 i� a (A) C3X4 (Al) 3'10'3 C3X4 (A i) C�k4 4 —r 1' �3 Xi X4 I y C3XB �7 I— 21 ' —�- 16, J 10-6-0 3-6-0 C5>��-0-0 5-0-0 1 4- 37-0-0 4- f 37' — R-1311# W-3"8 OVER 3 SUPPORTS 2 39# W-3"8 R=946# W=3"8 ]LT. TYP.- CLARY-V2F - Rev 17. m Seq. 22727 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REWIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--22412 SMALL NOT BE RESPONSIBLE FOR iN HANDLING. ERECTION AND �1 CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 1 2/0 7/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY 1P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING A57M OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10. 0 PSF DRW USR732 94341514 A DNY ufon e1 A1P1ne AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD MALL BE LATERALLY BRACED WITH PROPER OWN'wreR�ewcle, IM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL -_0 .0 PSF BY: OL D 1801 S. Great SDUt1N, PKWY. CONNECTORS PER DRAWINGS 130. 150 C 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. S7.0 PSF Grantl Pralrle, T% 75051 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AM ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED 1214)Prairie. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DF THIS DUR.FAC. 1 2 rJ IM ONA.Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. e--tPI . TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING SEE ABOVE I. Job: t9ji323—Centex Motes Inc SELVA 95-2) 1 Ti0 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 440 430 c WEBS 2x4 SP 03 BEARING LOC. (FT): 0.00 36.71 En TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v ;ECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. LO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. p. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w En En T C5X5 6X6 It 4 C3X4 X6 6 p C2X4 m h O L C3X5 (A1) C3X5 (Ai) 1' �3 X8 C1024 CSX12 37' - -� 10-6-0 -6- 18-0-0 7-0-0 1 4- 37-0-0 4- �- 37' --� R-1444E W-3"8 OVER 2 SUPPORTS R-1444# W=3"B T TYP - CLARY-V2TP F - Rev 7, m SeAL 22728 7 **IMPORTANT** CLARY DIvISION OF ALPINE WARNINGTRU89E5 REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22413 FROM SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94341515 A Givtstaa er A1P1M A4AS GR B EXCEPT AS NOTED, APPLY COMMWORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER FMinAr.s P'oact., iHM: TgUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: DL 901 S. Great BoUthWesL Pkwy, CONNECTORS PER DRAWINGS 130. 140 L ISOA-F. DESIGN STANDARDS MITM PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.O PSF Grantl Prafrf e. T% 75051 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED (214) 660-3940 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUA.FAC. 1 .2 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, I DESIGN To THE TRUSS ERECTION CONTRACTOR. F--TPI- TRUSS PLATE INSTITUTE. NQS - t99t NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0" joo: (9_41323—Ljntex Hoses InC SELVA 95-2) / Tit 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 Sp #2 N : T2 2x4 SP #2 Dense: PROVIDUPLIFTFT(CONNECTIONS AT BEARINGS AS INDICATED. 90T CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 En TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. EAI N NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" D.C. LO BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1i V V rn T2 C5X6 X4 X4 6 (R) T 0 6 p C2X4 (A) C2X4 itI — C 3X5 (Al) C3X5 (A1) C3- - I X 4X12 X4 C6X8 37' 11-0-0 17-0-0 9-0-0 1 4- 37-0-0 1 4- �- - - 37' - -) OVER 2 SUPPORTS R=1445# W=3"S R=1445# W=3"S Seq: 22729 LT. TYP,- CLARY-V2N R T F - Rev 17.2m - OA. 87 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGlIm 'ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22414 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW LISR732 94341516 A Ofrfafen eI A1.1" A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER fnO,=..P'aa ,. I- TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OL OAlf CONNECTORS PER DRAWINGS 130, 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.L 0. 37.O PSF Br $. Great southwest PN1Wy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FDR SUGGESTED Gantl Prairie,S. 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPITED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 -2 C 5 1214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. M--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0. lob: (941323--Centex H0Me6 Inc SELVA 95-2) / T12 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2X4 Sp #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 430 430 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 Cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 'RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) iX4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. b, vt v C5X5 6X8 X4 C5X6 m C3X4 C2X4 m 6v o (A) ., C3X5 (A1) to C3X5 (AS) X4 T 1' _Tr3 CbXb C4XBC3X C5X8 y C2X4 37' 14-8-0 -8- 9-8-0 11-0-0 1 4— 37-0-0 1 4— 37' OVER 2 SUPPORTS R-1445# W-3"B R=1445# W=3"B 'LT. TYP - AR -V2 DESIGN CRIT TPI FL/1/1/1/E/-/- R v�S 7.2m SC E22730 7 **IMPORTANT** CLARY OIVISION OF ALPINE WARN INGTRUSSES REQUIRE C IRE EXTREME CARE TC LL O .0 PSF REF 8732--22415 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DAW USR732 94341517 A O..... et I. A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER En91nMrAK P'sartlA. Sro TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD .¢c_r CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 16Gr S. Greai SOyihMlEi PWMy, CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE O/1/911 FOR SUGGESTED TOT.L D. 37 .0 PSF Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE CONK ONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH I$ 1214) 660-3940 OUR.FAC. 1 .25 IN ON.r, AND SHALL NOT BE RELIED UPON IN ANY OTTER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONISPACING -24.0" Job: (941323--Centex Homes Inc SELVA 95-2) / TIS 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 Sp #2 N MWFRS UPLIFT (LB): 430 430 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. r L11 r m C5X5 C X4 C X5 m C3X4 (A) C3X4 0 6 p r� (A) :"C3X5 (A1) C3X5 (Ai) V'iX4 C2X4 -- =3 X5 C3X12 6XB C2X4 fL' 37' 15-0-0 9-0-0 13-0-0 1 4- 37-0-0 1 4- 10 37' -� OVER 2 SUPPORTS R=1444# W-3"8 R=1444# W-3"B ALT . TYP - CLARY-V2 P /�T F - R v 7.2m SeALE =0. 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN�RusSEs REQUIRE EXTREME CARE TC LL 20.0 PSF REF R732--22416 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION fROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONVECTORS ARE WADE OF 206A GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10. 0 PSF DRW USR732 94341518 A O1r 1�1sn e1 Alolne A"G OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER EnolnNr�a Prwocts. Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLD/ 1801 S. Great SOUt1lMeat PWWy. CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37. 0 PSF Grantl Pr airl e, Tx 75051 CONFORM N/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/j/91) FOR SUGGESTED (214) 660-3940 SEAL THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .2 IM ONLY. AND SHALL NOT SE RELIED UPON IN ANY OTHER NAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR, M--TPI - TRUS9 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR NOW CONSTRUCTION SPACING 24.D" Job: (941323--Centex Howes Inc SELVA 95-2) / Ti7 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. 1.OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 430 420 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" O.C. LO BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. p 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. W RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. A r Ln r lD C5X5 c5x C2X4 C5X5 m (A) tC2X4 0 CO (A)s p C2X4 (A) C3X5 (A 1) C3X5 (A1) 3X4 T -Tr3 4 i C5X8 37' ----I 17-0-0 5-0-0 15-0-0 1 4- 37-0-0 1 L-4- 37' OVER 2 SUPPORTS R=1445# W-3"B R=1445# W=3"S T. TYP ---CLARY-V2 F Revue] 7.2m SCALE 22731 7 RO **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGT 'REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22417 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPS. SEE THIS DESIGN TC OL 7 .O PSF DATE 12/07/94 FAILURE TO BUILD THE TAUS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MAGE 20GA GALV. STEEL MEETING ASTM OuiREMENTs. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DPW USR732 94341519 A OfrsA1-n e1 tein. A�OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �+ 0 O PSF BY: OLD �y)r Fnpfrwr-a MAq,C" I.. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLVWOOD SHEATHING. BOTTOM CHORD BC LL P L- 801 S. Great southwest Pkwy. CONNECTORS PEP DRAWINGS 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACMED RIGID CEILING-- SEE LUR D. 37 .0 PSF Gf'antl Prairie, TX 75051 CONFORM W/APPLICABLE PROVISIONS OF NDS B TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED SEAL ON THIS DRAWING APPLIES TO TME COMPONENT DEPICTED HERE '*ALL APPLICATION. FURNISH A COPY OF THIS 1214) 660-3940 A�C. 1 . 25 IN ONLY. AND SMALL NOT BE BELIED UPON IN ANY OTTER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. !,f/ ---TPI - TRUSS PLATE INSTITUTE. HAS- 1991 NATIONAL DESIGN SPECIFICATION FOR WORD CONSTRUCTION G 24.0'� Job: (941323--Centex Hoses Inc SELVA 95-2) / TIS 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 420 420 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 14 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w n) 3EE DRAWING A115/R AND/OR 884, 080 FOR FILLER DETAIL. ALL PLATES ARE C2X4 EXCEPT AS NOTED. Lo .� NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cn IU O C55 C5X5 C5X5 m (A) A) ) aI a C3X4 C3X5 (A1) C3X5 (A1) X T =3 —L- 5X12 3X4 37' J 19-0-0 - - 17-0-0 1 4- 12-11-15 6-0-1 18-0-0 !L4-:10 12' I I"15 4- 12' 11"15 7' 11"15 ----- -16'0"3 -� 37' - OVER 2 SUPPORTS R-1444# W-3"g R=1444# W=3"8 'LT. TYP.- CLARY-V2 T P - - R v 7. m SCA: 22733 0. 167 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTR1065Es REQUIRE EXTREME`ARE TC LL 20 .0 PSF REF 8732--22419 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND -f CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL / .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USR732 94341520 A Oirn spn es Alpin° A.4.4B GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 1n°°r°0�0°YCf°' Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD 1801 S. Great SOuUfwaat PWwy, CONNECTORS PER DRAWINGS 130. 130 C SBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 . 0 PSF CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grano Prairie, I" 75D51 SEAL ON THIS DRAWING APPLIES TO THE CDMPDHENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 / 12f 4) 660-39.40 IN ONLY, AND SMALL NOT BE RELIED UPDN IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. ­TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPA I N 24.0" v- DO: (94;323--Centex Homes Inc SELVA 95-2) / T19 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (OT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 420 420 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND " WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . �+ iECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N ;A) 1X4 "T" BRACE. #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' O.C. 1D BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING A 0 AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. w , RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. D IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. " Ln N C5X5 C5X5 C5X5 (A) A) ) C2x4 0 C3X4 (A) C3X5 (A 1) C3XB (Ai) C5X5 X4 5X C X4 T 1' �3 —L __=2 19-6-0 17-6-0 1 4- 6-3-8 30-8-8 1 4- 10 37' --� OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"B LT. TYP.- CLARY-V2P - - Rev17.2m SC :SCALE = 0. 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22420 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1 CLARY CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 .0 PSF ORW USR732 94341521 A Di•1"�M sN A1P 111! A446 BR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER f' EM�nyln•4 I'AWc1a' IK TMI AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD .`+ 901 S. Great SOUthweat Pk CONNECTORS PER ORAWINGS 130. 150 C iSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 3 7.0 PSF ' CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED GraHO PralrI . TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 2 2 5 (214) 660-3940 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI - iRUSS PLATE INSTITUTE. NDS 1991 NATIONAL DESIGN SPECIFICATION FOR N000 CONSTRUCTION PA N 2 4•O" JDD: (Sa1323--Centex HOMs Inc SELVA 95-2) / T21 37' Special Girder THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #i Dense : T1 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. • T4 2x4 SP #2 N: MWFRS UPLIFT (LB): 210 340 340 C BOT CHORD 2x4 SP #2 N BEARING LOC. (FT): 0.00 13.04 36.71 (n WEBS 2x4 SP #3 : W7 2x4 SP #2 N: TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND �D • WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N SPECIAL CONNECTION REDO FOR 203.24 LB. CONCENTRATED LOAD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT RIGHT END. (A) 2X4 "T" BRACE, #3 HEM-FIR OR BETTER. JACKS HAVE NO WEBS. ATTACH BRACE TO WEB WITH 16d NAILS @ 4" D.C. w BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING " AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. nl CONTRACTORS WARNING: N THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS SHIM ALL SUPPORTS TO SOLID BEARING. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C5X6 (R) C2X4 C3X5 CBxR C3XA C5XB (R) TT1 310.3 6 pC3X5 TC3X5 (Al) C3X5 (A 1) 2 C5x5 C5X 12 C3X4 6 2X4 �3 C4X4 ;;2 �4 C6X6 �----- 13'4" 23'8" 7-0-0 25-0-0 5-0-0 1 4Z--0-3-3-8- 6-9-0 —0-9� —8 23-8-0 1 4- �• 37' J OVER 3 SUPPORTS R=762# W=3"8 R=2504# W=3"8 R=1430# W-3"8 )LT. TYP.--CLARY-V R v 7. m SeAq:E 22776 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTTWISSEs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22422 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM GUIREIENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORW USR732 94341522 A D)YLI"n•1 Aloin• A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enp•e•w••Pr•q•:•. SNt TRS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD BC LL O .0 PSF BY: MEJ/tr 160f S. Great southwest Pkwy, CONVECTORS PER DRAWINGS 130. 150 i ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING — SEE TOT.L D. 3 7. PSF Grand Prairie, Tx 75051 CONFORMW/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL LPDA TE h/1/91) FDR SUWESTED SEK ON THIS DRAWING APPLIES TO THE CDNPDNENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 2 •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE Job: (9x1323--Centex Hoses Inc SELVA 95-2) / T22 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 200 360 330 C WEBS 2x4 SP #3 : W5 2x4 SP #2 N: BEARING LOC. (FT): 0.00 13.04 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. W n) NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) iX4 "T" BRACE, #3 HEM-FIR OR BETTER. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" O.C. LO BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. a e A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: d. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SHIM ALL SUPPORTS TO SOLID BEARING. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ri w T C6X6 C3X4 C5X5 C X4 C5X5 m (A) 64w C3X4 (A1) c C3X4 (Ai) =PC C5X12 C5X5 X X4 2 3 1' � d 4 C3X4 i C5X5 13'4" 23'8" 9-0-0 21-0-0 7-0-0 0,1 1 4- 3-3-8 6-9-0 -0:F -8 23-8-0 _4 37' —) OVER 3 SUPPORTS R=480# W-3"8 R=1491# W=3"8 R=918# W=3"8 ILT. TYP.- RY-V R TP F - - R v 7, m SeA: 22766 0. 1 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSEs REGUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22423 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 1 2/0 7/9 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING A97M GUIREnENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94341523 A 01r 1A1M Pf .101ne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E+PA t�Nr""a'ewtte, Inc TAM AHO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF BY: ME J r CONVECTORS PER DRAWINGS 130. 150 S 160A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 18Gr S. GPBBt Prairie. TXW750 PMYfy. CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE O/1/91) FOR SUGGESTED TOT.LD. 3 7.O PSF Dr(21ano ) 660-3TX 7505f SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 2 rJ e TPI - TRUSS PLATE INSTITUTE. AOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0. Job: (941323--Centex Hosea Inc SELVA 95-2) / T23 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 440 430 r_ WEBS 2x4 SP f3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ca A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. & MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w d r+ cn fU A C6X6 C3X4 C3X4 (R) m C3X4 C2X4 0 6v Irl C3X5 (AS) �3 B (A 1) 5X5 C X CSX T 1' �2 11-0-0 17-0-0 9-0-0 1 4— 6-3-8 30-8-8 1 4- 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"8 :)LT. TYP --CLARY-V R P F - Rev 17.2m Se2273 SCALE q: 7 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRu55E5 REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22424 SHALL NOt aE RESPONSIBLE FOR jN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .O PSF DRW USA732 94341524 A O1•w"n"r AIPtne 1446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r. "' Inc TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •O PSF BY: OLDAtF 1601 S. Great SDutnNeat PWNy, CONNECTORS PER DRAWINGS 130. SSD C 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.L D. 37.O PSF Grsntl Pratrle. TX 75051 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED 1214) 660-3940 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CDPY OF THIS OUR.FAC. 1 .2 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRAC tOR. W--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING 24.0" .Jo C: (941323--Centex HCIAes Inc SELVA 95-2) / T24 37' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 430 430 c WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 36.71 Cn • TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU (A) 1X4 "T" BRACE, 03 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH Bd NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING a AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LIT nJ C5X6 C2X4 C5x6 A) (A) C2X4 0 6 p C3X4 LID C3X5 (A1) C3XB (A i) C5X5 G3X4 C3X8 n5 L �2 13-0-0 13-0-0 11-0-0 1 4- 6-3-8 30-8-8 TL37im ' _I OVER 2 SUPPORTS R-14441 W-3"B R=1445# W-3"B T. TYP - ARY-V2 T - - R v 7. m SCA: 22738 7 *IMPORTANT* CLARY DIVISION of ALPINE WARNINGT' 5E5 REa,IRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--22426 SHALL NOT BE RESPONSIBLE FOR IN NBY TPI., ERECTION AND TC OL 7 .0 PSF DATE 12/07/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN OCLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE //�1 CLARY CONNECTORS ARE NAGE OF 20DA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRW USA732 /9443441525 A Dlrnuen er ..M. A446 OR B E%CEPt AS NOTED. APPLY CONNECTORS TO EACH FACE Of CNOR0 SHALL BE LATERALLY BRACED WITH PROPER ee ,% Im TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC p F+ V 0 PSF BY: OLD EHW Ine•n4e R' LL 1T(!1 1801 S. Great Southwest Pkwy, CONNECTORS PER ORAWIWSS 130. 150 C 16001-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING -- SEE TOT.LD. 37 .0 PSF Grand PraIr le, Tx 75051 CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FDR SUGGESTED (214) 660-3940 SEAL DN THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DE DN T° THE TRUSS ERECTION CONTRACTDR. .Y ^ a--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION —]SPACING 24•0„ N JOW (941323--Centex Hoses InC SELVA 95-2) / T25 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 430 430 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IV (A) 1X4 "T' BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE Tp WEB WITH 8d NAILS @ 4" O.C. W BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING a AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. fU C5x C3X4 C5X5 (R) C3X6 C2X4 A) (A) C3X4 O 6V;-,- C3X5 (A 1) C3XB (A1) C3XB Er,X8 C2X4 L -r =3 i �2 15-0-0 9-0-0 13-0-0 I 4- 6-3-8 30-8-B 1 4- 37' OVER 2 SUPPORTS R-IA44# W-3"B R=1445(1 W=3"B 'LT. TYP.- C1 ARY-V -DESIGN CRIT TPI F - - R v 17. m Sea • 227397 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22427 SHALL HOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE MID-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE WAGE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 .0 PSF ORW USR732 94341526 A O/Y LSM o/ ASs1MK AA46 BR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EMuwr"a M•aa"ct., IM,c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD /r'r COM/ECTORS PER DRAWINGS 130, 150 G (SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE eGf S. Great &. TX est PWpy• COIFjpW W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED TOT.LD. 37. 0 PSF Grano )N'660-&ir3. T% 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �] 1214) 860-39aO IN ONLY. AND SHALL HOT DE RELIED UPON IN ANY OTHER MAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 2rJ TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONSPACING 24 0" ,lab: (.441323--Centex HO"s Inc SELVA 95-2) / T26 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 430 420 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 W TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. fU (A) 1X4 "T" BRACE. #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" O.C. 1D BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LnN V C5X5 (R CX (R) C6X6 C3X4 m (A) C2X4 !' C2X4 CD 6 C3X5 (A1) C3X83 (A l) 5X6 C3X4 C5X8 C3X4 T 1' =3 —+— �2 17-0-0 5-0-0 15-0-0 1 4- 6-3-8 30-8-8 1 4- 37' - -� OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"B 'LT. TYP - ARY-V F - - Rev 7. m SCA: 22040 7 *IMPORTANT** CLARY DIVISION OF ALPINE WARNINL7—SES REWIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22428 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING A57M GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 94341527 A Dtrfnen oN Alofne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T+IG Sn.erNW w'wet", I- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD F 1801 S. Great SDUtnwestpkwy, CONNECTORS PER DRAWINGS 130. 180 a 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF Grano Prairie, TX 75051 ON M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE I7/1/91) FOR SUGGESTED SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEDHERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 WIOUR.FAC. 1 . 25 IN LY. AND SMALL 110T DE RELIED UPON 1N ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING24.0" JDb: (941323--Centex Homes Inc SELVA 95-2) / T27 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N : B2 2x4 SP #2 Dense: MWFRS UPLIFT (LB): 420 420 c WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 En TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH Bd NAILS @ 4" O.C. tD BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING a AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. En`n IU m C5X5 X5 C6X6 C5X5 m OA) A) C2X4 CT) p C3X4 C3X5 (A1) C3X8 (A 1l C5X5 g2X4 C1 X8 C3X4 T ZW3 C5X5 �2 19-0-0 - - 17-0-0 1 4- 6-3-8 30-B-8 1 4- 37' _ OVER 2 SUPPORTS R=1444# W-3Dg R=1445# W=3"8 PLT. TYP - CLARY-v2R - - R v 17. m SCALE 2204 1 75 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTAUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22429 SHALL NOT SE RESPONSIBLE FOA IN HANDLING. ERECTION AND OCLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST98 BY TPI. FOA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USA732 94341528 A DSYSASS.AI A1PSM A446 GA B EXCEPT AS NOTED. APPLY CONNECTORSTO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 6pinN"Ae P'"auet". L,e TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD 1801 S. Great SOUthweit Pkwy, CONNECTORS PEA DRAWINGS 130. 130 & ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37 .0 PSF Grantl PN lrll. TX 7$0$1 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE n/1/911 FDR SUGGESTED (214) 660-3940 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNI$ OUR.FAC. 1 2 5 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION PACING 24.0„ Joo: (941323--Centex Hoses Inc SELVA 95-2) / T30 13'4' TRAY COMN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 210 200 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 13.04 N TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w tU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO a w n Ln IU (O C4X5 (R) En C2X4 C2X4 6 P;- C2X4 (Ai) 'C2X4 (Ai) C5X12 C5X12 C2X4 (A1) 4.3 �4 13'4" a 6-8-0 _I_ 6-8-0 11-4-01 3-3-8 T 6-9-0 'r 3-3-8 -11-4-61 13'4" OVER 2 SUPPORTS R=569# W=3"8 R=569# W=3"8 'LT. TYP.- ARY-V T TP - - R v 17, m SC E = 0-3752 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRuSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--22431 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GLLV, STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USA732 94341529 A OfrLfta aN AlPfOt A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Entfnetrtt P_ctt, Im TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . O PSF BY: ME JAr 1801 S. Great Southwest Pkwy, CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37 .O PSF Grano Prairie, TX 75051 CONFORM W/APPLICABLE PROVISIONS OF MS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED (21 4) 660-3940 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 IM ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 2 4 0 11 /'� Job: (941323--Centex Homes Inc SELVA 95-2) / T31 13'4' TRAY H-5 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. - TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 Sp #2 N MWFRS UPLIFT (LB): 300 290 c WEBS 2x4 SP #3 BEARITTRUSSNDESOC.IGNED(FOR 100.000MPH3WOIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w SPECIAL CONNECTION REG'D FOR 203.24 LB. CONCENTRATED LOAD. n2 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH NO WEBS. W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w a Ln Li 0 T C5X8 X6 mi ., 6v Cu C3X6 (AS) C6X6 X4 4 C5X6 C3X6 (Ai) 4'3 d4 13'4" 5-0-0 3-4-0 5-0-0 al -4- 3-3-8 6-9-0 3-3-8 -4- �— 13-4" OVER 2 SUPPORTS R-856# W-3"8 R-856# W=3"8 2755 ALT. TYP.- ARY-V F - Rev 17.2m SeA:E 3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTpAsSES'ou1RE EXTREME CARE TC LL 20 .0 PSF REF 8732--22432 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND -7 CCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL / .0 PSF DATE 12/07/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL FETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRW USR732 94341530 A maesen of Al01ne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r Epfnee'ee NeeuctA. Inc TR/SS:.UM4.ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 0 PSF By: ME J /— 1001S. Ge of SOUtnWeSt Pkwy. CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37 . 0 PSF Gr ano Pralrle, TX 75051 CONFORM"/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED (214) 660-3940 BE ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 IW ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ^ igUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONISPACINGSEE ABOVE CITY JI= \ 1 4N 1 E6�GH CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION 0 6 2004 j D te: Job Address: )S tee L o ks i d E'_ Owner: M M N i dlo IS6vl Phone:1;4J`Ua2�/r Contractor: Er.c.. Q. Ci 6-F- -C[-.-P+ 4 Cz Poo 1.9 d-=S a c,s Phone Address: g3ya A(i%na#v.N E�PLI Fax: Poyj �Ss'•yco9 City : State: 1z Zip Code: 322 z Valuation of Proposed Construction: D32„ -00 Gallons: `7S�70 Is approval of Homeowner's Association or other private entity required?'YC-5 If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in'accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m.to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday;please specify a.m.or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of $35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.'atiantic-beach.fl.us Revised 3/04 I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall-be provi ed as required. 1-3)Signature of Contractor: Date: OLT-e AS TO OWNER: Sworn to and subscribed before me this day of � ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally kn wn ��'oduced Identification ;.�xry'; JOHN S.HULL x4 MY COMMISSION#CC 929594 Type of Identification Produced EXPIRES:April 19,2004 n 1 ,2004Aura AS TO CONTRACTOR: Sworn to and subscribed before me this day of / ' Q r`� 20 CW State of Florida,County of Duval Notary's Signature: 1-�3�onally kn ❑ Produced Identification $ JOHN S.HULL = MY COMMISSION#CC 929594 Type of Identification Produced ' ' ' EXPIRES:April 19,2004 ` ru ahry Pubik Ilnderwdters 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ei.atlantic-beach.fl.us erne T� CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION k Date: Job Address: —).51.03 Owner: J l na N i cky l S vin Phone:(% - P3 Contractor: E/-,-c- t-j. C).'-F+ -C{Sf- d Cy Po,I a d Sp r--s Phone.4�9 ) d SJ'-tii q Address: C?34a j4,!J,n J-v—^CPOI V Fax: (Qoqj �Si' •c�(o�5� City : _,TM Son V_) LJ-E State: 4::�- Zip Code: 32-'2-z-!;- Valuation 32'2z,Valuation of Proposed Construction: Gallons: '7S-VD Is approval of Homeowner's Association or other private entity required?*-�> If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information M appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m.to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday;please specify a.m.or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of $35.00 is charged for all re-inspections. 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845. http://www.cLatiantic-beach.fl.us Revised 3/04 I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall-be prowl ed as required. r- Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this ("-�7 day of � ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally kn ��oduced Identification .w7 e� , JOHN S.HULL MY COMMISSION#CC 929594 EXPIRES:April 19,2004 Type of Identification Produced .�. Public UnCeiwAten AS TO CONTRACTOR: Sworn to and subscribed before me this day of fn 20 State of Florida,County of Duval Notary's Signature: �onally kn ❑ Produced Identification "ice; JOHNS.MULL ?* .: MY COMMISSION#CC 929594 Type of Identification Produced EXPIRES:April 19,2004 ru ou Public Underwriters 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us CITY OF ATLANTIC BEACH s FENCE PERMIT APPLICATION Date: Q Job Address: (D� j� �"" Dr Owner's Name �-{M b` l 0 Address: -/363 C, t Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor:c. Address: ��Z'7 �' Q �" Phone: City: State: Zip.,p� �a : Q0�L' Fax: +�� Type of fence and materials to be used: rsl k 4 0 V — V u 4 P 7°1" J 'DO(Ab le l 1 Q e--e-61 PLOSS 6(1-e Valuation Of Fence: 1 ` [n interior Lot ❑Corner Lop❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: ]O Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as auproariate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Nam V✓1 1 G l� L S / Mailing Address: 66— 3 Phone: �6 dl( �V Fax: — 7 E-Mail: (V)((jru,n AUIS / oW .Csdyt� 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page I Revised 3/04/04 I hereby certify that all information p g vided with this application is correct. Signature of Owner.'/z-�" /k/ Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and cone and that the plans and supporting data have been or shall be provided as required. Signature of Contrac or: Date: 312,316 AS TO OWNER: r� Sworn to and subscribed before me this day of 1 CA r 1��� ,20 I�t State of Florida,County of Duval M Notary's Signature. JENNIFER SCHWETER ❑ Personally _•: i' MY COMMISSION#DD 121301 EXPIRES:May 27,2006 R-Produced Identification aar&,l Thru Notary Pubkc Underwriters r� J 1 7 ��ll Type of Identification Produce�' � `�`' l �97 T AS TO CONTRACTOR: Sworn to and subscribed before me this day of 120 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced Identification Type of Identification Produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 3/04/04 Sec. 24-157. Allowable Height of Fences and Walls. (a) Within Required Front Yards, the maximum height of any fence or wall, including posts or columns, shall be four(4) feet. (b) Within Required Side or Rear Yards, the maximum height of any fence or wall, including posts or columns, shall be six(6) feet. (c) On Corner Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within fifteen(15)feet of any Lot Line which abuts a Street. (A minimum twenty-five (25) foot Sight Triangle shall be maintained.) (d)The height of fences and walls shall be measured from grade to the top of the fence or wall, including posts or columns. Where a fence or wall is erected at the junction of properties with varying elevations, the height of the fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand,rocks or similar materials to elevate the height of a fence or wall on a mound is prohibited. (e) The maximum height of a retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. t Ordinance Number: 90-01-172 Effective Date: January 01,2002 Adopted: November 26,2001 68 Sec. 24-160. Dumpsters, Garbage Containers and Refuse Collection Areas and Above Ground Tanks. (a) Within residential Zoning Districts, trash receptacles, garbage, recycling and similar containers shall be shielded from view except during time periods typically associated with refuse collection. (b) Within commercial Zoning Districts, dumpsters, trash receptacles, above ground tanks and similar Structures and containers shall be screened from view by fencing or Landscaping, or shall be located so that these are not visible from adjacent properties or Streets. r Ordinance Number: 90-01-172 Effective Date: January 01,2002 Adopted: November 26, 2001 70