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Permit 1578 Linkside Dr (vault) � e CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 ff INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031806 Date 12/20/05 Property Address . . . . . . 1578 LINKSIDE DR Tenant nbr, name . . . . . . STORAGE ROOM IN GARAGE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1200 Owner Contractor ------------------------ ------------------------ WALLACE, JOAN STYLES CONSTRUCTION, INC. 1537 PENMAN ROAD ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-4477 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1200 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. B U I i61 FICIAL k City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: DSMITN Type: OC Drawer: 1 Date: 12/20/05 01 Receipt no: 19828 Description 31 Quuaantity Amount BP BUILDING PERMITS 1.00 $90.00 Tender detail CK CHECK 1598 $90.00 Total tendered $90.00 Total payment $90.W Trans date: 12/20/05 Time: 14:10:08 rf ' �i, CITY OF ATLANTIC BEACH p �,w �� �Q BUILDING PERMIT APPLICATION (Alterations & Additions) Date: 12 - Jo- os- Job 2 - Jo-- os'Job Address: /,,/f i Owner of Property: t o�9.^/ 6 ri ll4 e e Address: / S"? e /-t,k"r,Y, Telephonetq> qz Z- ©z f Legal Description: Block Number: Lot Number: y Zoning District: Contractor: SA-Ales C®ry, 'rQL.}%pry a r-,C , State License Number: C_bC Q,50(v169 Contractor Address: I S 3-1 ?"Mems, V k 3Xk SO Telephone:0 0,6 g N k- LA 131 Y-- Fax:(q 0q) ay 1- D g k l Describe proposed use and work to be done: S 'v c W w is W tt o �5kl Present use of land or building(s): eS A e.,r\A t o- Valuation of proposed construction:. I,2 6 D 0 0 What are the dimensions of the added space: 1 Z► feet x- J D feet Will the added area be heated and cooled? Y)Q _ New electrical or increase in service? PS Add plumbing fixtures? +1® Add fireplace? _ Add heating/air conditioning?�r o Is approval of Homeowner's Association or other private entity required? "e C, If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% o►• more to the original impervious area or the removal of any trees? NO. Applicant'certifies that no change in site grade, impervious area 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. ®NO. 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 for 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.ci.atlantic-beach.fl.us Page 2 Revised 8/04 v In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that informationprovi ed th this application is correct. Signature of o er: Date: I hereby cert 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 c e and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: �____ _ __� _Date: Q� 201 Address and contact information of person to receive all correspondence regarding this application(please print). Name: `�c�.i Q %qA.1r e' Mailing Address: IS3'-1 2e �.r>naX. 1 �____ �a SOtnv t e �dt c,(n 1 32z s0 Telephone:C90q)S`-4 5--9 10*] _ Fax.Q901� 214 1 0-o I—) E-Mail: Cl,eg-i?1 Jam• �t-Pw��le tic.Ccs�n AS TO OWNER: J o c�.�.. CT 4e f, Vv cxQQ G•C 2 Sworn to and subscribed before me this clay of ,20 Ori State of Florida,County of Duval ---- Notary's Signature: SAY: •., JEANNE M.SHAW MY COMMISSION#DD 435986 -*' EXPIRES:May 31,2009 ❑ Personally known pf•f,d• BWedThruNotary PuaicN"de^"mero E2,15roducedidentification Type of identification produced F 1. �'�`� �" C-- AS TO CONTRACTOR: (� Sworn to and subscribed before me this e day of ('-Q �� >20 Q State of Florida,County of Duval Notary's Signa e: SHARON M. WOOD z NotaryPublic, State of Florida �ero�ally known My comm. exp. 2008 r_1 Produced identification Comm. No. DDD 3 35111 12 Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 3 Revised 8104 11/30/2005 12:28 9042412294 THE UPS STORE PAGE 06 f n NOTICE OF COMMENCEMENT State of Floc►h Tax Folio No. County of �>.r To Whom It May Concern: 5� The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT_ Legal description of roperty being improved; f i q q S Yca- eS 5 S A £ t✓7«, Address of property being improved: : e, General description o improvements: vJa ewe e r n f>"1 N& dv vj-A\ A. Owner: s \ G c a Address: t 72 Lj n c 1 Owner's interest iri site ofthe improvement: eM 'fee Simple Titleholdeii�(if other than owner): Name: 'Address: 6 tractor. Address: e,y% is k s 0..,V 4 ! 2 . Phone No: Li 1- Fax No. Z - O 9 V Surety(if a vy). Address: Amount of 1 and S Phare No: Fax No: Name and it¢�ess of any person making a loan for the constneaion of the improvements. Naaiie: Address: Phone No: �_��Fax No: Name of person vritbin die State of Florida,other than-himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner desigrtatns the following person to receive a copy of the Lienor's Notice as provided in Section 713.0 K2)(b),•Florida Statues. (Fill in at Owner's option). -- Name: Address: Phone No: Fax No; Expiration date of Notice of Commencement(the expiration date is one(1)you from the date of recording unless a di8erent date is specilled): TMS SPACE FOR RECORDER'S USE ONLY ER Az 000,wy-� Date: s, �c day of"4SQ,..axA C M die County e of�Florida,has appeared VCYXM�G 0.LSL Notary Public at Luse,State of Florida,County ofDuval. My commission expires: Nko.M 3\. �o- Personally Known: or Produced Identification: rr =`•M'Pte, ANNE M.SHAW ;* .= MY COMMISSION#DD 435986 BXEXPIRES:May 31,2009 Thru Not"Relic Undenvrltaro 11/_10/2695 13,21 9942412294 THE UPS STORE PAGE 01 NOY. 1 U. 00 I I :UDAM ,SE A LMIMICe II REQUEST EOR APPRC !AL OF IMPRgVEMENENTIOR WQjFICATK3N To: The fthitectural Rev aw Cornmmee Selina Linkstde 11 From: Owrw's Name -Jv� Lid 4)� � A �? Prviv®►tj/Addtesg .a e .3�.� Mailing Addr� _ r Day Phone 101D 14, nPng Phone_ , z' l Apprwa1 is requested to ins s the following improvements or modifications as d9isorted below or on additi anal attached pages= necesswy: (Planes include dimensions, materials, colo design, location and ober potinant data.) X 100 NOW, ' � lJo��•cs� v will 5 r 4MIe Vr to Iti ' � '• SlgTI$itUr® of V (�jAAQP ( } l7isappn d The Salva Linkside It Archib lural kavlaw G4Mifte Date L 1- ar— Q. pox 33( 126, Allanft Beach, FL 3223 -OUB$ (904). 49-0599 PAX M4) 349,8$9s £0'd Sb:ZT S00Z-SB-�SQ MAP SHOWING BOUNDARY SURVEY OF LOT 145, ACCORDING TO THE PLAT OF SELVA.. -._ tMK3EDE--:-: UNIT- AS RECORDED IN° PLAT BOOK 47 , PAGE(S) 85, 85A & 858 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LINDA FURNESS, STEWART TITLE OF JACKSONVILLE, INC. , NAVY FEDERAL CREDIT UNION AND WATSON & OSBORNE, P.A. City of Atlantic Bea Planning and Zontng Deperenwil This approval verifies compliance wllh epplloabM zoning, subdivision and other local land development regulations, but does not constitute approval for the issuance of gem**. Compliance with Florida Building Code and all other applicable locM, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Buiiding Oifi prior to do bsuenoa of a Building Permit. Approved By: oplmun e o Date: N 83'24'46" E(M) I L07 144 ' 37.00'(R+M) i N 83'15' E(R) t—STORY. COQUINA - ..RESIDENCE. NO. ISM In I I i/2• IP CONC b rr LB 17D4 STOW-N t i2,2' P.C. j(;D i- n N 83'13'20" E, 62.78'(M) W: t/2' R/B v- _j /J2. n N 83'15' E, 63'(R) r4W UNREADABLE 37.0' r. z40.2" a : ::= �. . vCAP 0.5' • q . v. � c 1/2 R/D d CONS, DMVE'a pt�i ta! CROASDEil F •• y 0 ❑ -o �, ie? i2 L 6 SZtg `° d in t z 0 x --f X 3.2' �' . ' ' w ..a 0.2' D.2' S.6' l raj W CdVE'RED C013C• i. "O ti3 Q � .- � v a at 25.8 Sn 13.4' . . -¢ .... .. � 0 CM to n � N 1—STORY TRAN�tRMERRP o m o LOT 145 rY f= R.r 4 COQUINA RESIDENCE EASEMENT N 0 pa- w Q 3 3 NO. 1578 � to ro M Z O i.O t2 V1 r . fie coNc J >- o u7 A/ PC AD O LB 704 E t PAD .1 •- �t 57.2' 13. NMI 10 . . . . . . . . . . . . . o ;;° °5 ! w S 83'15' W(R) 1/2• R/g P.T. 0 f- z Z to I �ku 37'(R) ' ~ a wZ0 1/2• m i t,l LB 17D4 is-� S83'25'13"W(M) N 3: kA ox o � 39s �STUCCO M T 36.98'(M) I ,� , {0.2' RESIDENCE._SIMY' NO. 1570Lti/�To4 n a z Oto I. S 83'15' W, 63'(R) I I+i S 8312'37" W. 63.13'(M) 20 10 0 _ 2O LOT 146 SCA1ET LE IN FE vEYo t1lE Ao s• R i, 'r,l. ` 1.BEARINGS ARE BASED ON PLAT BOOK 47 PAGE am � ,�� ' 2.STRUCTURE No. 137 SHDMM NEREON UES MANN FLOOD ZDNE X A BEST e .!A/►i t T�n .s 1 n v r_V w ra� u r w DE10MMM FROM F.E.M.A. FLODD MAPS PAMM un ' t .+..r...+�h+�X.... tyles Construction, Inc. Commercial * Residential * Remodel CBC# 1250669 A Phone# (904)-241-4131 / t Fax#(904)-241-0817 ���5 �►'� VJa�I� w� corm. toT5+'JAS OAC r•t��SQ. ��� �io'ti't�r+� �la,�e Door iAPPROVE ! " CIT BUILDINGN FFICE�CH DEC 19 2005 a i MAP' SHOWING BOUNDARY SURVEY OF LOT 145, ACCORDING TO THE PLAT OF . $ELVA AS RECORDE-D IM PLAT BOOK 47 PAGE(S) 85, 85A & 85B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LINDA FURNESS, STEWART TITLE OF JACKSONVILLE, INC. , NAVY FEDERAL CREDIT UNION AND WATSON, & OSBORNE, P.A. City of Atlantic Beach Planning and Zoning Deparbnent : This approval velffies compliance wth appllosble zoning, subdivision and other local land development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal pernnittirig requirements must be verified by signature of the City of Atlantic Beach Buildingm or to the issuance of a Building Perml Approved By: Co a un evelot r Date: S ' • I � Ib N 83.24'46" E(M) I LOT 144 ' 37.00'(R+M) N N 83.15' E(R) I in 1-STORY, COQUINA I �.RESIDENCE, NO. 1586 in 1/2• IP CONC LB 1704 STOOP--\ 12.2' 3 P.C. u, I- o N 83'13'20" E. 62.78'(M) :t o` t/2• R/B ..- I 1�2• IP d N 83.15' E, 63'(R) z o o 4 W UNREADABLE Z . 37.0' ' �y r�^ W !, CAP 0.5' in 40.2' :4 . ; . . . : . .:I . . . v Z �. _ o 1/2• RA d-• '' CONQ DRIVE'4 v m w ❑1_ o ❑ 1/2- IP ra CROASDEL a �. 0 U ❑ LB 7672 SZl9 - �.• d N Z Q -, 0.2' 0.2' 8.8' r d � W K LLJ W � r ^ ❑ o `i COVERED CONIC I w k� .- I a 26.9' 1n 13.4' p o Z � 00-6 �' ❑ LOT 145 1-STORY RAMS' J.E.A.°' 1'0. I m � Z F- O ai u-t ;T TRANSFORMER I O ;a � � F R d a COQUINA RESIDENCE EASEMENT P O a w 4 3 3 NO. 1578 N N N Z � ❑ 1.D' 1z ` CONC 1/2- IP 3.8'x4.7' CONIC J o � A/C PAD LB 1704 a I �*--� -1.2'E.T. PAD -► I 57.2' 13.5 . . . . . . . . . . . . . . . . . Ld ~o al o o ❑ vo.5' I w S 83'15' W(R) 1/z• R/B P.T. atn Z z I oo 37' R o LL Z O 1/2• IP o .-o . ) I b L� LB 1704 co r) S83'2513 W(M) m cr :2 v1 0.2' a o 3e.2' d r 36.98'(M) I Z — 1 1—STORY, STUCCOED O }0.2 RESIDENCE, N0. 1570 LB 21704 (U ) I W Z o I. S 83-15- W, 63'(R) 1 1n v1 S 8312'37" W, 63.13'(M) 20 n 10 0 20 LOT 146 SCALE IN FEET 1" a20' ._v., ..iv..�.• S ......E.N..Er.V.rIA�.. B.T.O.-E..+ GS AR�nBAE7ONDOK a4 7 PE 8 e " 'SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001073 Date 10/10/08 Property Address . . . . . . 1578 LINKSIDE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1776 ---------------------------------------------------------------------------- Application desc door replacement ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ STONER HOME DEPOT USA VINCE LANIGAN ATLANTIC BEACH FL 32233 2455 PACES FERRY ROAD NW, C-8 ATLANTA GA 30339 (904) 497-8686 --- Structure Information 000 000 WINDOW REPLACEMENT Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/08/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH OvQ� I 1 a 800.SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 _ 1 0 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 UILDING-DEPT@COAB.US Oct0 =va ~ BUILDING PERMIT APPLICATION 0g4?0, DUVAL COUNTY 1.Joe ADDRESS: 2.VALUATION OF WORK: 3.SO.FT-UNDER ROOF /S79, Zi,4xiole br. 4#-a,- i 4. e4c4, FC 3 p.933 /, 4.LEGAL DESCRIPTION: 8.CLASS OF WORK: &USE OF STRUCTURE: J / ❑NEW BUILDING ❑DEMOLITION JWRESIDENTIAL LOT_BLOCK_SUB DIVISION d4 L./' ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL Y.DESCRIPTION OF WORK ❑1 ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: Q C4 C;4 e1rJS jrf PG i0 00/' : G •Gl,��.t �M;UM MEPAIR ❑POOL/SPA 11 YES N/A lGtnri i 4 �i / 'C4* ❑MOVE ❑OTHER ❑NO PRO PER OWNER' -CONTRACTOR. ARCHITECTIENGINEER. 9.NAME: 15.COMPANY NA E: 23.COMPANY NAME: Jo4nn G. t�J 6( /�7/� �+� // O /ac.e. 16.yyAME: 24.LICENSEE NAME: CAal-I -r % STO/I er Vi4ce4 4l hi (ch tel-. 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 5�� ,C;�ks,�e lir, CGc /s�a�yl / 18.ADDRESS: 26.ADDRESS: Aay&c l�eG�1., FG 3�?33 /0116- 11. 0/1s11.OFFICE PH NE: 12.FAX NO.: 19.OFFICE PHONE: ffi.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: ?b Y. 6si •/q6 y y17-LL 1�� NE PHOn� 0� 21.CELL PHONE 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 4'7ce - 44'11 G-7 @ i/ FEE SIMPLE TME HOUMR:8F OTHER THAN:001EIRI BONDING;COMPANY: MORTGAGE LENDER: 31.NAME: 33,NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. r 'OWNER:Ot AGENT 1 . ,Poww cf or Lettev Requh half (Qu l tier Signed: n Sb�'- Date: 1 / 4 Signed: Date: 0 Before me this-/--day of 10 61 2007 in the county of Before s this d �� 007 in th unty of Duval,jute of Florida,has personally appeared Duval,State of Florida,ha personally appeare '� herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. ``�� true and accurate. Notary Public at Large,State of ,County of Notary Public at Large,State of AC q-. unty of )v4 ""W- 13 Personalty Known ❑Personally Known ❑Produced td cati - Produced tTen i 'on- I Notary Sin i re: Notary SignaturA M L vskn�- Nota „ /rll + j :•« :• My Com R CODE COMPLIANgo rr `'/ of r�,� Co fission#D 1;^q� OONNA L CRENSHAW COAB FOR BLDNtli!` EVIS National ATLAIVTZC BEACH : MY COMNNSSION#DD 673264 WITS FOR ADDITIONAL. y�oirr EXPIRES:May 13,2011 REQUIREMENTS AND CONDITIONS. "�� ,' I ...,■ �py REVIEWED BY: BATE:-�-Z�-i t (Validator 1 operations Administrator) AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Jeld-Wen Windows & Doors 31725 Hwy. 97 N., Suite C Chiloquin, OR 97624 Attn: Steve Strawn The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/NWWDA 101p.S.2-97 SGD-050-19146 COMPANY AND PLANT LOCATION CODE SERIES MODEL& MAXIMUM SIZE TESTED NO. PRODUCT DESCRIPTION 3600 SLIDING Jeld-Wen(Venioe,FL) JW-19 GLASS DOOR FRAME PANEL (PVC)(0XX)Q(0G) 15111 x W(r 4'11 x 77 Jell-Wen(Gainesville,GA) JW-20 (INS GL)(REINF) (uOD►F)(C +►BSO) 2. This Certification will expire December 20.2009 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: National Certified Testing Laboratories Report No.: 210-3216-1 Date of Report: March 12, 2006 Valli ted for C ft afm NOTE: PLEASE REVIEW, AND ADVISE ALI IMMEDIATELY IF DATA,AS SHOWN, NEEDS CORRECTION. Associated Laboratories, Inc. Date: August 21, 2006 Cartifilcation,-4 r" cc: AAMA SBS/df American Architectural Manufacturers Association ACP-04 (Rev. 5/03) ' i ODOR WIDTH(238 518'MAX.) PRODUCT SERIES: 4118'TYPICAL ,r 3800 PVC SLIDING GLASS DOOR COLONIAL.MUNTIN OPTIONS: -GRILLES SETWEEN GLASS (Non—Impact & Impact Tested) — WOOD FRAME INSTALLATION 't III M ±4 Ih kl Til III III ,II +n Itt A _ - _ tjt tEt _— ttiiIltt ItiE,l - �lt'j!iPI III - _ ntNl =c=tt± 1X WOCIDBUCKSTRIP BY OTHERS __' �__ -2 ===a INTERMEDIATE I ( tI FASTENER `�> ><7 ir±t - �Ili = - -�=tk llt = =--= SONAIL(TYP) 314'MIN. tH ±n F_ Ill In rtr tp n! I 12` E=zl dl IhIII til ill In lil }it It± III III Ill 'MMI, NO 12'SMS(TYP) O.L.OPG. D.L.OPG. D.L OPG_ FIX.PANEL WIDTH ACT.PANEL WIDTH FDL PANEL WIDTH 30•TO 60• 30'TO 60• 30'TO 60• 114'MAX SHIM MICAL, ELEVAnQN W&IUMME LOCATIONS SGD CONFTGURATTONS:XO,OX-0XO-0XX0.0)OOC. OXO IS SHOWN ABOVE. NO.V SMS OR EQUAL GLASS OPTIONS: INTERIOR 314'MIN.EMBEDMENT SEE NOTES. SCREEN { I EXTERIOR i 10D NAIL.(IYP) ODOR� FINISHED FLOOR x L3UCK dAMH SECTION (TYPE __T_ NOTE:CAULK SETW.BUICK 6 MASONRY 3 3txD WENT"N NOES; PERIMETER. 1, CERTIFIED TEST REPORTS (TESTED CONDFIGURATION/SIZE): 1,1, IMPACT: ATL-0529.01-02R1(XO/96996); 12D9.03-03 (OXXX/14'06) 80 NAILUYP) 1•- 1.2, STATIC: PTDO-499(OXO/1S2xI2O); PTO0-553(OXXO/239x120); P'00-537(OXXO/23946); PTOO-504(OXO/1$2x96); PTOO-465(XO/120x96) 2. TESTING: 374'MMI. 2.1. IMPACT TESTED STATIC DWP RATING. PSI:: +65, —70 2.3. NON—IMPACT TESTED: LARGE MISSLE IMPACT, PSF: 35: 35; 40; 45; 50 2.3. IMPACT TEST: LARGE MISSILE IMPACT (BOTH) CAULK SGO 2.4. CYCLIC DWP RATING, PSF: +65. —70 (BOTH IMPACT TEST SIZES) 3. FRAME: PVC PERIMETER 4. GLASS: SINGLE PANE & INSULATED INSIDE&OUTSIDE S. FASTENERS: 304 SS OR COATED FOR CORROSION RESISTANCE. 6.' GLAZING: BLAZED MTN A RIGID VINYL GLAZING BEAD FOR BOTH MONOL.ITHIC GLASS AND INSULATED GLASS. ` GLAZING SITE-3/4'TYPICAL El�'VATION SE vTION t 1 T.'DOOR SEALANTS: COMPLY W/AAMA 600-92 OR EQUIVALENT. It WOOD BUCKS: STRUCTURAL INTEGRITY AND ATTACHEMENT TO THE DOOR OPENING IS THE SOLE RESPONSIBILITY OF TIIE OWNER, ENGINEER, AND/OR THE CONTRACTOR. 9. S`rATE l LOCAL BLDG.CORES:CONFORMANCE IS SOLE RESPONSIBILITY OF THE ARCHITECT,BLDG.OWNER OR CONTRACTOR.. SHIELD INC. SHEETY°"`Note""'• bdn Elginse± +g Apptov�s. DRAWING NUMBH2NUMBER tY1l16A7i A 5;6p 0 Pme m,PE PE osrdfioe8o�W for smxtw sl loads 0*. Sows: FL LIOVialukx53299 NTS SEASONSHIELD 8 S PI49rv*w,FL 335@9(813.889.9418 j - G.F.F. I N C 0 1 p O B J► T Y II DOOR WIDTH (238 5/8` MAX,) PRODUCT SERIES, 4 1/8' TYPICAL 12 3800 FVC SLIDING GLASS DOOR COLONIAL MUNTIN OPTIONS, (Non—Impact & Impact 'Tested) -GRILLES BETWEEN GLASS- ¢ MASONRY INSTALLATION i 41 pt !M IN �! 10 If IIX WOOD BUCK STRIP BY OTHERS 41 msa !if O � i!1 !jl - _-- s a- INTERMEDIATE -_= �_ ! -__ ==- =se a_- -xa t - Oma=9 FASTENER Q. X -1 fi. ! - - === i -. e d. 4 mmama as ?z� ===�`=_a a 1 ' MIN, W tIt III !h i - m ni d e II i Iq N! 9i 32' O -c a==-, ga.. =yz'.l sm= s -:4* Em'lam OC. - it fli N - -- _ H dt 1' MIN. I D.L. OPG. AL. OPG, D,L, OPCS, 1/4'0 SMS 1/4'0 TAPCON OR EQUAL FIX, PANEL WIDTH ACT. PANEL WIDTH' FIX, PANEL WIDTH (TYP) 30' TO 50' 30 TO 50 30' TO 60' CAULK SGD PERIMETERMAX. TYPICAL ELEVATION W/FAMNER JQ=ONS INSIDE & OUTSIDE SHIM SGD CONFIGURATIONS, XO-OX-OXO-OXXO-OXXX. OXO IS SHOWN ABOVE. GLASS OPTIONS, INTERIOR NO. 10 SMS OR EQUAL Q 2 SEE NOTES, J' MIN, EMBEDM'T U a i w at x x d C3 w W z SCREEN DOOR ExTERIOR FINISHED FLOOR 1 7I BTION (M) I' TAPCON OR EQUAL ,6 NOTE CAULK BETW, SUCK 6 MASON Y t 1}' MIN. EMBEDM'T INSTALLATION N=& SGD PERIMETER, 1. CERTIFIED TEST REPORTS (TESTED CONDFIGURATION/SIZE): 1,1. IMPACT; ATL-0529.01-02R1(XO/96x9d); 1209.03-03 (OXXX/144x99) CONCRETE 1,2. STATIC: PT00-499(OXO/182x120); PT0O-553(OXXO/239x120); PT00-537(OXXO/23946); 1}' MIN, PTOO-504(OXO/18246): PTOO-465(x0/12Cx96) 2. TESTING: 2.1, IMPACT TESTED STATIC DWP RATING, PSF: +65, -70 2.3. NON-IMPACT TESTED: LARGE MISSLE IMPACT, PSF; 35. 35; 40; 45; 50 2.3. IMPACT TEST: LARGE MISSLE IMPACT (BOTH) 2.4. CYCUC DWP RATING, PSF: +65, -70 (80TH MPACT TEST SIZES) 1/4' TAPCON OR EQUAL 3. FRAME: PVC 1-1/4' MIN. EMBEDMENT 4. GLASS: SINGLE PANE & INSULATED 5. FASTENERS: 304 SS OR COATED FOR CORROSION RESISTANCE. 6. - GLAZING: GLAZED WITH A RIGID VINYL GLAZING BEAD FOR BOTH MONOLITHIC GLASS AND INSULATED GLASS. GLAZING BITE = 3/4' TYPICAL E`LEYATION SECTION Cm 7,' DOOR SEALANTS: COMPLY W/AAMA 800-92 OR EQUfVALENT. 8. WOOD BUCKS: STRUCTURAL INTEGRITY AND ATTACHEMENT TO THE DOOR OPENING IS THE SOLE RESPONSIBILITY OF THE OWNER, ENGINEER, AND/OR THE CONTRACTOR. _ 9. -STATE 6 LOCAL BLDG, CODES, CONFORMANCE IS SOLE RESPONSIBILITY OF THE ARCHITECT, BLDG, OWNER OR CONTRACTOR, SE RNSHiELD INC, SHEET Enwmeering Approvals,' wxum* Note **Rae IIRAWING NUMBER NUMBER 02/Ib/04 ouglas Preston, PE PE certlflcatlon Is for structural Lands only. Sr ales • Lq=�� FL License No. 53292 N,T.S. SS4/i�f SHI ISI Ili `� 11531 Wellman Dr. yarnpf 1 Iverv;eR, FL 33569 C913.6t34,44182 G,F,E. y T N C t] S P Q 2 ♦ ! E D City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 1.�o31E-mail: building-dept@coab.us Date routed: 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0 ,C%A/��i'Q �iejV6 1, t review required Yes No Sauk g Planning &Zoning Applicant: ��17a/h >c P ° Public Works Public Utilities Project: (� 01� nT Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: 0 q G PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: ADDRESS `7 k3UILDING PERMIT ---------------- NUMBER �-' INSPECTIONS: UNDER SLAB PLUMBING F007"TNG / SLAB (� ' 93 FRAMING '7- covER-UP 7- .�23 INSULATION FINAL BUILDING O "2 "5-`q CERTIFICATE OF OCCUPANCY " 2J -9 3 ELECTRICAL PERMIT INSPECTIONS ROUGH -2 MECHANICAL PERMIT PLUMBING PERMIT # �G'l NOTES: City�o��f Atlantic Beach *** CUSTOMER RECEIPT *** Oper: JLANIER Type: OC Drawer: 1 Date: 6/12/85 81 Receipt no: 59297 Description guantity Avount 20 36W OP BUILDINS PERMITS 1.11 $35.81 Tender detail CK CHECK 1187 $35.81 Total tendered $35.0 Total paysent $35.81 Trans date: 6/82/15 Tim. 14:19:35 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD y ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 05-00030442 Date 6/02/05 Property Address . . . . . . 1578 LINKSIDE DR Tenant nbr, name . . . . . . 6 ' FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Owner Contractor ------------------------ ------------------------ FURNESS, LINDA OUTBACK FENCE CO. RT 3 BOX 209A ATLANTIC BEACH FL 32233 GREENVILLE FL 32331 (904) 270-0067 ------- --------------------------------------------------------------------- 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. '(-, e a BUILD OFFICIAL CITY OF ATLANTIC BEACH Cc: S D. Ford BUILDING I ZONING DEPARTMENT 800 Seminole Road � f) Atlantic Beach,Florida 32233 oerr (904)247-5800 (904)247-5845 Fax www.coab.us ;t PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: 1��.>rtL Project: rJcc- This permi application has been: Approved Reviewed and the following items need attention: Please re-submit yo application when these items have been completed. Y Reviewed By- Date: /, ,s' 31-O Date Contractor Notified: CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION ate:� 5,:77 .X_7,05 i3 � 17 . Job Address: ��� f-/•C�l�( S i GL Owner's Name: Fu i2✓V i^ <5 Address: 15-7k 1/,(J t4-S 1 f7 fz �A. Phone: Legal Description: Block Number: 4 7 Lot Number: Zoning District: .� Fence Contractor: G iv- r ,u C!_� j- n%C K Address: /2 k, G.,/. 73(Zoo K'S &u t,."Tii )/vii. i2o. Phone: 970_ 6067 - City:��1=F_ lJ/c G , l L State: /"`A , Zip: 32 33/Fax: b/-- 0/d 2-- Type ZType of fence and materials to be used: 146, �T 6 5/140614,,' JjOX TFAR fD6w41 iA/-'a gF PlAcT FX ei l S%iyl�- J'�tiG Valuation Of Fence: 4ER-Interior Lot El Comer Lot ElDumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: E2<0. 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 appropriate. 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). Name: / P`U M h F2 5i,?. Mailing Address: /9-O /u, 5-ra 5 1-7 i2� x- (3G ACJ XE), -3 2 25o Phone: 9-76- 004-7 //ao8'- g+d 5 Fax: 0-4 D 9- E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all information provided with this application is correct. Signature of Owner: N� Y!`�-+► /ly Q c1�1�nn 4�-- 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 truePndTnqTect and that the plans and support g data have been or shall be provided as required. t Signature of Contractor: C .-.7--�'�^r Z-- Date: " AS TO OWNER: Sworn to and subscribed before me this day of P2005- State 20OSState of Florida,County of Duval Notary's Signature: Ur4a M.FAable Personally known R \�'� �� ❑ mg' �Jura 3� Produced Identification Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this 27 'rA day of Al ,20 aS. State of Florida,County of Duval rV Notary's Signature: Zo"a � Personally known DONNA L.BUSSEI MY COMMISSION#DD 412624 Produced Identification EXPIRES:March 30,2009 ew,*d nn Notary pudic Underwriters 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 } MAP' SHOWING BOUNDARY SURVEY OF LOT 145, ACCORDING TO THE PLAT OF SELLA LENKSEDE.. UNW. 2- AS RECORDED IV PLAT BOOK 47 PAGE(S) 85, 85A & 858 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LLNDA FURNESS, STEWART TITLE OF JACKSONVILLE, INC. , NAVY FEDERAL CREDIT UNION AND WATSON & OSBORNE, P.A. Oft-y of AM*nft 948A PianMnp and Zot" 0"w"" , This ap pmv#J v"n­r looaa w11A atrplb�M toning, subdivision sad otb*r leosl land development regulations,but foes not ooMdtule approval for the issusne>Ia of plarmb. Oempbsnoa with Florida Building Cods and aN other apPN00110 local, state and Fedww pertalthag l'o »nh must be verified signature of the City of Atlsntie Beach Building pry'to the lasumm of a Building Permit. Approved By: �mun ve 4_.,,_-1 Date: • � b N 83'24'46" E(M) I LOT 144 37.00'(R+M) I N N 83'15' E(R) ILn 1-STORY, COQUINA 1 n_ .RESIDENCE, NO. 1586 1 in e n 1/2• IP CONC o � 3 LB 1704 STOOP "' . .12:2 . . P.C. i- o N 83'13'20" E. 62.78'(M) ,aN:f —7— 1/2 R/e o N 83'15' E, 63'(R) o o :-. o 4 W 1/2' IP Z Z .. UNREADABLE ! 37.0' ": i '� w > 2 Z CAP 0.5' in 40.2' d .I . : . . v v _1 o 1/2' RA ',n ': CONQ, DRIVE.a CD w ❑-_._°-o ° 1/2• IP m 8A5 lZ g 1O , . .J .•a In m Z f-° .' s} X x X 0.28 3872 8.8' X3.2' '. •: � I ILL; LjW o ❑ p `l COVERED CON44C •� ^ F I . . . . ■ w p u � ( a 288' 1314' 0 O 0' 1'O' 1 � zZ m 0 ° LOT xJ.E.A. i-- O 6 Lr) 1-STORY TRANSFORMER Nu p w of i. rr F oC w COQUINA RESIDENCE EASEMENT p O Q CL w 4 3 3 NO. 1578 K to N m Z V ' ° CONC 1/2' IP 1.4n, 12 -1'1'3.8'x4.7' CONC J o A/C PAD o LB 1704 m 1 1 r-:J _1 2.E.T. PAD .'._ j - •4 I © 57.2' 13.5. . . . . . . . . . . . . . . . . . . . Of ~ o COW C) ° 0.5 o ' w 3 S 83.15' W(R) t/2• R/B P.T. z z I P oo in w 37'(R) o Lam. Z p 1/2" I00. ' ;t b LB 174 cn- S83-25-13-W(M)I w v1 0.2' r 36.2' no O T 36.98'(M) 1 L 9 0Z _ d Vi ,0 1 �� 1-STORY, STUCCOA 0.2' ESIDENCE, N0. 1570 LB?704 I vI z o S 83.15' W, 63'(R) 1 h v1 S 8312'37" W, 63.13'(M) LOT 146 20 10 0 20 SCALE IN FEET 1" a20' GENERAL NOTES• ,� 1. BEARINGS ARE BASED ON PLAT BOOK 47 PAGE a5B. f-ayr- 2 yG-o/oz CITY OF ATLANTIC BEACH t4' PUBLIC UTILITIES DEPARTMENT a 1200 Sandpiper Lane " Atlantic Beach,Florida 32233 t. (904)247-5834 a (904)247-5843 Fax www.eoab.us MAY 2 ? 00 PLAN REVIEW COMMENTS Permit Application # OSc-�� Property Address: cJ� g ►•SK��O� �(Z - Applicant: yr-lC—C— Project: Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Of r Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Revie by Donna Kaluzniak,Public Utilities Director 3 Date k01'36J— Signature Contractor Notified Date MAP* SHOWING BOUNDARY SURVEY OF LOT 145, ACCORDING TO THE PLAT OF AS RECORDED 14 PLAT BOOK 47 PAGES) 85, 85A & 858 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LINDA FURNESS, STEWART TITLE OF JACKSONVILLE, INC. , NAVY FEDERAL CREDIT UNION AND WATSON & OSBORNE, P.A. , I b N 83"2446" E(M) I 37.00'(R+M) N LOT 144 N 83415' E(R) I j Ln In 1-STORY, COQUINA ( _ ^RESIDENCE, NO. 1506 I n p 1/2" IP CONIC o a LB 1704 STOOP " „t2;2'. . P.C. ... ° Fcro,,RED 1 2 R O a N 83'13'20" E, 62.78'(M) ¢ / , /to N 83.15' E, 63'(R) o WZ . I r. Lu UNREADABLE .0'• : :. vCAP 0.5' 40.2' 1/2' R/BD41VE'd O w ° a CROASDELL . �.4OCD°-___130 1/2" IP ,oL 8 5219 + `} wx `i-❑ L9 1672 xd x 0.2' 0.2' 6.6' { I w w12 W_ ° ai w Li r CC a 26.9' 1n 13.4' p D_' O Z � ` n u 10'x10' J.E.A. 1'0, I to ¢ Z U 0 0 ° LOT 145 � � � 1-STORY TRANSFORMER I o tD W cr F Q cm Lo tr t,, COQUINA RESIDENCE EASEMENT P Q 4 C) NO. 1578 "' � to m Z a- L j 3 1.0' 12. ° -1.1'3.8'x4.7 CONIC J CONC 1/2 " IP I J o I A/C PAD E 57.2. b LB 1704 .r° 13.5 -1.2'E.T. PAD to • .. . . . . . . . . . . . . . . . . ~o 0 1°0 ° X0.5. 1 w S $3'15' W(R) 1/2• R/B P.T. tr J :- In w 37'(R) Z p Z t? 1P ° 0. I _'�'� S83'25'13"W(M)I b m w LB 1704d N 0.2' Tv�; 10 38.2 ao o 36.98(M) I vn 0 Z 'A 1-STORY, STUCCO 1/2-;IP YJ7 o I 1 p 3 n! I}0.2' RESIDENCE. NO. 1570 L 1704 ` I z p It' S $3'15' W, 63'(R) I v1 S 8312'37" W, 63.13'(M) LOT 146 20 10 0 20 SCALE IN FEET 1" e20' v E Y�0QEPIERAL AT TES,BOOK 7 PAGE 55B. '9. f/IJl1Ja41:S\ 1.BEARINGS ARE BASED ON CITY OF 4&4a& lleacA-AM"* Office of Building Official REQUEST FOR INSPECTI01i,3 (;j-7 Permit No. Time A.M. Received PK 411-1 Job Address Locality Owner's Nam Contractor eu- E CONCRETE ELECTRICAL PLUMBIN ECHA Rougg A", iir Fr Footing 0 oug Inng ❑ Re Roofing El Slab 11 Temp Pole Top Out El Heating Insulation r� Lintel E Final Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon, Tues. a Thurs. Friday A.M. Inspection Made P� on InspectorFinal Inspecti — f P" – —&— — Certificate of Z/..pny E7 Date s ' MAP SHOWING BOUNDARY SURVEY OF LOT 145 BLOCK AS SHOWN ON MAP OF SFL 04 L IAI9S/j0k UNIT 4? AS RECORDED IN PLAT BOOK 47 PAGES 85-858 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CENTE X HOMES CORP. NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NOTE: ELE'✓/JTiVNS "diflN TNllb: 00.70 R9,6"R TO NAr/OAFAL 19E00ET/i? veRnadi owraR Of/929 PART OF GOVT. LOT A 5EC7-/0/V /7, �V TOW/VS//1P2 SOurN, RANGE 29 E. LOT /37 56°45=00"E °5 ww'FENCE 0.* Q Ai CO�b' t�4FAID `O i4.0' v 0.8' �l1 !2•!' 2f.3' Ica fm O h a .� /-sroRy srvcco Z o �* /2"EA✓ES '' �d N F/N/SN AWR aOV 013.7(,) o 4.7' a.r /V6-45=QO"/1/ J U¢ N 6 45=00'N '•�s.. .SB ic.93Ih .t1.1 0 s re�" W D h K p ll�l Alp Pr y an 0 4� 76si� ' 7.6'J.E.A. E.ItEMENr 25 50- 0, RC. P.R.C. Al 6 " 45 00"N L /NIVS/DE OR/VE (50' R/GNT- OF WAY) AUG 241993 Building and Zoning . . . . . . . . . . . . . . . (fattf rate of Orrupang (situ of Atlantic 1=4 — 31oriba Department 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. 6871 t GroupwLL;rdS— Type Construction S x Fire District AtLant.'�C Beach Owner ofBuildinc�entex Real Estate- Address6520 .�OuthpcAi t �lr�v+ S. 1,j lrservi jzl e, F!,3z 216 BuildingAddressl5��4i.de )dive Locality A!:I retic Beach, FT- 32,233 By: DON Q. FQRD Building Official Date: z'_ / POST IN A CONSPICUOUS PLACE 0.0 Of 1 gui�a�n9 ���pN + 6,/ Ott% o� R iNgp S F ,aeooegp Permit No Q j Gond & G Recetved� Contractor Ql.03ME11`I�' ��✓/ Air P�yce Fire lob Pddre E1 E� VP put Pre G Sewer P. wne(s CpC1C�E�E -' SemP Pole G Prida`I�_ GE�14pIt1Ggtab 9 Dy FpR INSpE�I�� Gburs Pryrrun9 V �rntet REp P M tnsu�yt�o 0PM Final MsPcol 00C, Pyncy Colfcale l oate Mon' Made tnsPecfwn ���111 tnsPector DATE; PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 767 , 1 a --- ------------------------ 70 a ,f. q 8 __ =------------------- ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, I yal-,LF BUILDING INSPECTION DIVISION cc:FILE A'Ol' JEA to_i i.ov.,i.ng pormits have passed "rough" =.nspect ion: Poi,ni- t No. Address ) / �-. _. � �w �'�:�.._�_� � .fes- A�___/._.'£"��...��..4• E.r1F 3• �e c x�exx x �x c x xx �x s� Please update. your records accordingly. y Thay �)k I ' -AHD NG CLERK CITY OF ATLANTIC BEACH /vcb I i i 708 { DEPARTMENT OF BUILDING CITY QF ATLANTIC BEACH `t INPOPAAtION- i y+ r( 'drys. y� �y{+� 7082 - 7�7cdd r s a r v G3 -'1 � �1'4f:�dL DE DI N E ATLANT I C' BEACH x I�'LC alb Pet=tY1J t Type. t4ECHAN I , .CA _ . . . . , e. WQQ Fl dot S� CC !; prop used US@ 3INt LE PAXILY EVALINKS$ Z 1c s C Subdiv I ti tec ° Value, ` $0 .00's I`miPr +v cr t . $0 .00 Total _ _ $47 ,00 trt7 fl . �� _: T T.014 _ P��I �tl ?R.Iv . , /�'�y �yg ST' s k.T0 A al- 4F• e:s 7i£ 4 y RADO$L GAS-0. FORM I - .. - RADON C3 4ER :00 ;Ar5 4! HBP.A ! ItCATr is `.,w_. SEWS. TAl' D. fl , A $ .L Fig` 3 -2iDltAt $ IAH �0 ROVE Type . 0 L OTHER t h r n « r NpTV-S, t { NOTICE =ALL CONCREtE FO AND FOOTING$MUt3T SE IN$PE+I';TID.HiFORE'AO1RiNG PERMIT VOID SIX MONTHS AFTER DATE Q i 5L/E E3UII13#1' G MATERIAL,-FIUBt3I$H'AND D> SRIS FROM THIS WORK MUST,NOTS IP,", E0'_IN Pg10L-r C, PACE,ANC?MUSTEE h D tJP AND'HAUL MLAWAY C EITHER CONTRACTOR OR OWNEFi f FAILURE ' ,CEAPl:Y W1TN THE MECHANt�S' LIEN LACI R� UkT ' " PLR I RTY OWNER PAYING TWICE FOR BL#tL: '!NG I11II � W����iT ►�" ", D ACCQRDINti TO APPROVED PLANS WHICH ARE PART QF TH15 PERM 11t USJEL°T ffi ' t 1 flE APtr'LICASLE#�i�i�iQvt�QN, Q1~LAW. z4 a A f $EACH:6UtL01N{a`DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACHg Z ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT - CALL-INNUM*Bf2R' IMPORTANT --- Applicant to complete all items in sections I, II, III, and IV. I' 1578 SELVA LINKSIDE DRIVE LOCATION Street Address: _ _., 'OF Intersecting Steels: Iefwoon SEMINOLE DRIVE And ATLANTIC BLVD. BUILDING .SELVA LINKSIDE LOT# 145 Sub•dir,ision • 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the wort as described in the abcve statement we hereby agree to pe•lcrm said -0•s d,.1:1,3*,:*with the •ttachyd plans and specifications which are a part hereof and in accordance with the City of Jacison.,l'e otVi cos 8"13s of good practice listed therein. Name of Mechanical Contractors Contractor (Print) MANDARIN HEATING AND AIR blaster CACA12623 Nome of Property Owner CE= HCMFS Sigoatu Is of Owner Signafure of M As,fborised Agent �— Architect or Engineer III. CMEM INFORMATION A• Ty".Df booting fuel: . n/ IS OTHER CONSTRUCTION BEING DOME ON \ `tl Etocfr+c THIS BUILDING OR SITE? J ` 0 Goa--❑ V ❑ Natural ❑ Control Utility • IF YES, GIVE NUMBER OF CONSTRUCTION 113O0 IF PERMIT 6871 0 Other, — Spaafy 1V. b1EC>1011CAL 99UIPMOW TO EE INSTA14 M NATURE QF WORK V 9 *do complete Rat of comperwats on back of Mie forth) t`l Residential or ( I Commercial G( Host ❑ Space ❑ Rocossed M/ Control O floor New Building Air Condrfiorsing: D Roost E Control Ll Existing Building (" Ottcf Sptem.- Matetiet DUCT BOARD 0 Replacement of existing system � v' Madnlum capacity CJAL L`7 New Installation(No system previously installed) 0 R4,149946" O Extension or add-on to existing system ❑ Other — Specify C3C06169tower; Cape city O•p�, — ❑ fire spe+ntbn: Number of beams — 0 Swats► 0 Monlift D 6ulator_._._.__(nowsbor) O Gowlifto pumps (number) THIS SPACE pOR OFFICE USE ONLY r (Resefwd) (number) Remarks D Los c"110i (number) O Unfired prouwe Most 0 ioalora Permit )Approved by_ Dot. D Otbw — sway Pormit Fes LIBT ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT naftamty j 2flaaJser Valu LIL Doecrfptlop Model Number Manufactunr Agpiv ttsr t L TWR030 TRANE t � Amer 1 t I hereby certify that all information provided with this application is correct. Signature of Owner: �, � Q 1ti1�N`Q_s^./� 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 AndTotTect and that the plans and supppd* g data have been or shall be provided as required. Signature of Contractor: AS TO OWNER: Sworn to and subscribed before me this day of ,2005 State of Florida,County of Duval Notary's Signature:VA Undo M.FAQ J(�Personally known a+� 6Oms Jum 3.2007 Produced Identification Type of Identification Produced AS TO CONTRACTOR: ^^ Sworn to and subscribed before me this 7-741' day of 1' .20 0-5 State of Florida,County of Duval Notary's Signature: �'"rt/►'t n Personally known DONNA L.BUSSEYoduced Identification ;,: *• MY COMMISSION k DD 412624 EXPIRES:March 30,2009 y L , ve f �Iy eaawru tddery Thftc u�ra�s Type of Identification Produced P �6 -1 7 9 LN -3 84-0 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 +» 0 a & It � s IL) o ƒ . \ W # Or cp � CITY OF 4&404&-C 3P4413.4- Office of Building Official REQUEST FOR INSPECTION Date Permit No. L✓ ✓ � / Time �.. A.M. Received ' M. Job-ddress e Locality Owner's Name Contractoro„�ti &`C! BUILDING CRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing C Slab Temp Pole ❑ Top Out C Heating Insulation G Lintel C Final O Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thur Friday P1� : `f tl A.M. Inspection Made +� P.M. Inspector i1 ER � Final Inspection ❑ Certificate of Occupancy 0 Date v 0 2 w -015 2 9z vo m N ul v� m� Z �" r OF 4� R� f PeeQ�a°e lop 'u GPy O "Os"Oel �i`aal G zce`�6� p G y F gra aye i s F°°ung ��PO \ea Gec�1t`c �a�e 5``r;e\ �J��Q G �ca��o t�n9 ,�res Pe ��ai`O \rs °r Daae e°��0r w-59 �c CITY OF 800 SEMINOLE ROAD - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX ON 247-5805 NOTICE TO: Water 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 160 z7 c el Q� Building Department 6 DEPARTMENT OF BUILDING` CITY OF ATLANTIC BEACH _ - I ER2�IIfi IN 'C� tl R'I4 t -'- - -- LO+, , IRFORNAT --Patriot Number= "` x+51 Addrersf 157$ ` "INKS? DRI E Pe mit 'hypo 'lT C BLAOH . .FLORIDA 32213 Con t x . Typ WO D FRAME, Lot , Bl6ck -Sect -on. , I rca used Otey SINGLE FAA+lII, Tari p;. R ICs J)W lllrg : I code, 0 subd va.sion,. ZZ, I,�NRSIn ", Estimated value, U,f � Imprciv. Co6t: $6 00 'fir tail Fees-* $67 ,00 Amount C,,; �, X57 .00 Datl . J e � MBING IN NEW SINGLE FAMILY SI NC r TION T� � I�R ����G',�1'�'I t"�19` .�I�`I�"I�iS- 7 . .l� Add, DRIVE, WATER IxI aril ': `$O. 00 CN FLORIDA 2 2 SE IMPACT v F ZZ , t' 7- � .wtw C >'4Ri ATIr i RASION, CCAS N I , . LUK8, NO�� WATER � R C DIN+ BLVD .. .. SEER..:' I+ - 0'.00 3,22,10 00 to CFCtt Types,' 4 CA.PI AL, IA ROVE.0 HER t3 { v NOTICE-'ALL CONCRETE FORMS AND FOOTINGS MUST BEA C"#'Efi>' FCI�E' atURI�+iGI PERMITLIOIQ SIX MONTHS AFTER DATE O F ISSUE 6I,JIL6tNNG MATERIAL,RU881SH AND DEBRIS#ROM THIS WORK MUST NOT'$I*PLACED.IPI F+UBI:IC�P�E,AN0 I�tUST SE CLEANED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER j .t1RE T ? C:C3�� Y 'Ifl`TH TNE` lUIE "'. itIC3i' 1.111 Ua1t 1. "# RC31a' 1" C t1llt PAYING 1'V1/IE 004 18SIR=Ralm TO ARPE OVED PLANS WHICH ARE PART OF TH14 PERAI D SU TO jL '�t OF AP-,PLtCABi E PRIJyi5iC3Nt5 OF t�A►W. " F7 .. IIMIPT VIII AtlAYt�!"F, t3EACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBI G PERMIT JOB LOCATION: / _ _ _ _ Q PLUMBING COHTRACTOR: ����____________ LICENSE NUMBERS: V 1 1 OWNER: ------ -------- -------- ----------------- ------------------ BUILDING CONTRACTOR: TYPE OF BUILDING: ----------------------------- ----------SINKS SHOWERS __LAVATORY WATER HEATERS ---------- BATH TUBS -__DISHWASHERS __________URINALS / DISPOSALS ___CLOSETS / __WASHING MACHINE ----------FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:-!,, CITY OF ATLANTIC BEACH, FLORIDA Approwdby APPLICATION FOR ELECTRICAL PERMIT 'J TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_.... /1..� 8 IMPORTANT NOTICE: IN CONtIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRI13EO 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. ELECTRICAL FIRM: MAST" cl tSTfllCl8NAN NAME,. e ��'rQh't ADDRE8S:.�G �CL ��� .+..RPD 80X. .,... BLDG.SIZE BETWEEN: RES.(l APT.l ) COMM.( 1 PUBLIC,( ) INDUS.( ) NEW 1 OLD I I REW.t ) ADDITION 1 ) TRAILER 1 1 TEMP.l ) SIGNS ( ) SO.FT. SERVICE: NEW INCREASE( I REPAIR 1 1 fEE .- - CONDUCTOR SIZE -�Z AMPS COPPER f I ALUM ' WTCH OR BREAKER PS 4 PH 1.1 W CVORACEWAY EXIST.SERV.SIZE AMPS PN I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL is j RECEPTACLES CONCEALED OPEN TOTAL O.s0 AMM 31.100 AMPS. �.. 8W ITCHES l> INCANDESCENT FLUORESCENT b M.V. i FIXED 0.100 AMPS. I OV[q APPLIANCES BELL TRANSF. ; AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 11I.P• VOLTAGE PHS MISCELLANEOUS 71 • ` IDE P/IRTMOT OF BUILDING CITY OF ATLANTIC BEACH TIP PERMIT JNrORMATl0,N > N�xmbe � Address-: 570 11,91(til) I m t myp $t3IL 3Il�t�3 � ORT ► 1 as �C of Wo 141* ...M �.. . � _... � flToua Proposed' Use SNCLFA4 ,LY dt Vu �deC tna4d Valuc� + }1450 $2572 , 81 1 SINdE .I• Aw.kali: _ `, EW AM i rt V �Y"+jpll1 �. aft 8 w w iii AP PL I A i TOM,.7 #^BMs+Ma 1 TACE _ Er IT ` s as �, •, 5 Add a, O NT DR IVE sSOU!TH WATE IMPACT, 'E � ����? N 40w ATmeS .' FATATE �P: A ER': 'AP . ?Q _14B R `'Tom. 0 JA LLIW�' F1. 32215 �ilIRAU��C IRARE � fit? Li ce r 3 Ty�+ ? 5 4 CAST ;T MPR v , Ec R I t Of NOTICE--ALLCONGFI TE I�DAMS AND FOOTINGS MUST 1394".�ll►E�I��I�I�R�PDiJl�lll��i, PERtNIT VOID SIX MONTHS AFTER DATE OF 1SSlt)"E F i3U11.01-NG MATERIAL,R�}SSiSH ANO DEBRIS FROM THIS WORK MUST,N�iT BE Pk:ACED IN:I'LIBL.dC S1?ACI #SND MUST:L3E 0 ,�lI4Et}L1_PAND WAULEDAWAY4Y`fITHER'CONTRACTOR',OR OWNER III .URE 1 ro Co#Arr .Y NITN fiHE .MIHANICi' EN ;IJ�ViE I � ` " PROPERTY"OWNER PAYING TWICE.FOt. I$ I b ACCORDING TO A13PR)VED PLANS WHICH ARE PART O THIS1 l7Mk' A # :IU$ �I tit N OF APPLICA iLE PROVISIONS OF ti.AW. ATLANTIC BEACH BUILDING DEFAf'tTiNENT CITY OF ATLANTIC BEACH pBUILDING PERMIT CALCULATION SHEET Address— �� Q �-�N 1,<f DK. Dat e- �� ^•� 3 - _ Seated Square Footage J 1UL_@ $ 3s per sq ft = $ 5 � 7S Sv Garage/Shed q_ @ $ ./4-00 er sq ft = $- Carport/Parch a� _@ $ f 3tQ per sq ft = $ � � Deck @ $ ___Per sq ft = $ Pata,a � 00 - per sq ft = $ �,ZO "n) TOTAL VALUATION: $� /Vo � "dotal Valuation 1st $� S Remaining Value per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $` � 5`j ( � ) Fireplaces @ $15 .00 $ l,� BUILDING PERMIT FEE $___^_�`� cr — BUILDING PERMIT $ WATER CONNECTION SEWER CONNECTION WATER METER/TAP CAPITAL IMPROVEMENT (I YJ'I) RADON (HRS) .009.5 (/t(f'() RADON (CAB) .0005 SECTION H PAVING HYDRAULIC SHARES $ OTHER $ BRAND TOTAL DUE $_ 71- 5 72 8/ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New,_,.._..________F l e c t r i c/T emp_�,�__�,._; Sw i mmi ng P o o l— Septic Tarik ; Well_,_,_.,,_.,___,.; Sign--Finish Floor Elevation Survey___,__,—,: Other _ CALCULATIONS and/or NOTES; N 1 ?ROPERTY ORSCRIPTION CITY OF � .ct �`� Sloak • -Section 1- Z �rIV14 7160CEANBOULEVARD -- -------- ------- !v"1 Ay, 18 1993 P.0.BOX 26 ATLANTIC BEAClt,fLORMA 32273 subdivisions Se,1_v P% L ` N KS t c� Building and Zoning TELEPHONB�fW124l-2J93 --------------------------------- street NameI �� d 1 t DESCRIPTION OF MORK sr Address s- V------- S G��.blz- -- It in a FLOOD HAZARD •lcod Zones x-----------area complete page 3. Brief Description s -----i------------ �---- Clean of Works (New/Remodel/Addition).--K_E V'/___ .ONIRG INFORMATION Type of �C t • Constructions S=F1q ___A^^--� :oning Proposed sistricts V, __Uses _- Estimated Value f.................. :xceptions or materials$_1A3 a ° s4vGc-a ariances Orenteds-------------- -�-�,- ----a--"--- --------- Solid or ------------------------------ Filled - Ground$- ?:+�_---Root s� � OWNER INFORMATION Method of Hooting eE-Ie 0--------� Property Ovners_C.O t3 � 2/R`, �`o� t— Nailing b_ «.--.�N-M..-..---------------------- Phones mailing ------ Address_ to �- o S av G t w►`i I�(1 S - � A Cry`5 O tJ �\ `\� �� �•2..'2_,� �v ------------------------------..------------ Zip$_ CONTRACTOR INFORMATION ContractorCtJ _�� p`� ��= =t--------- Phones Mailing -� .Z O � - - Addresa$ SO �1 m t �J i- --�------- � �--2 S------ - f4GS4 I.J �r A k --------------- Zip s 11'' ENpirstion License Nuabers__ C•� C O_ �J�tq, Dates I "EVENT CERTIFY TWAT I NAR READ AND EXAMINED THIS APPLICATION AND RHOY THE BANE TO RE TRS AND CORRECT. ALL PROYIsIONs OF THE LANs AND ORDINANCES OOVERNINO THIS TT►E OF WORK WILL " COMPLICO WITH, YNETSEW SPECIFIED NMI OR NOT. THE ORANTINO OF A ►CONST DOES NOT PRE5URr r GIVE AUTHORITY TO VIOLATE OR CA TH ►ROVIsIONs OF ANY FEDERAL. STATE OR LOCAL RU rT;_ r♦• REGULATIONS. ORDINANCM ON LAWN IN NY M NNE INCLUDINO THE OOVERNINO OF CONSTRUCTION O' �" r • PERFORMANCE OF CONSTRUCTION OF PRO] UNDERSTAND THAT THE ISSUANCE OI THIS SLR► CONTINOENT UPON TNN ABOYs SWORN ION NEI E AND RCC AND THAT THE PLANS AND SUPF ! DATA NAVE BEEN ON INIALLr Be PPOVI As I Owner Signature Date_ ,I f� a t Contractosr Signature_--_____- ►LA. $047 LAW! • RAMGO FORM 4" rs »s.$$ 'Nattfic a as C��axrtizt �c�ixt xrf WOUPA06 in IYIL�tATL/ 190 fullosn It mug colme u The undersigned hereby informs all concerned 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. 1 Description of property...L".0 ............I.L S .. ..».SP Ly A _.L, i N K S i . AcQraln_q�toNplat thereof7 » recorded in plat book, pages00. - of the current public records of Duval County Fla. .»�.».. General description of improvements••••••••••••••.CQnstruction of Single Family Residence ...w.i.th...garag .—on,_concrete....$labl..................__»_ ,,RETURN TO: JIM HA�At�__ „•,,6620 SOUTHPOINT DRIVE #400 JX.FL. 32216 Owner....._•OENTEX..•REAL...ESTATE....C—QU-PRATION_.._.. 6620 SOUTHPOINT DRIVE #400 JX. FL. 32216 ......... ».........._......._._ Owners interest in site of this improvement............FEE SIMPL$ Fee Simple Title holder (if other than owner) Name........._..... ___. ......._ .__ ..... ._....._._........................_.. ..._.._..........._......................._..........__ ____ .._._....- Contractor_.._ SAME �AS OWNER Address............ _ _....... ..___........___........................................._ Surety (if any). __..... ._ _. ._........ » ...._..__ _.._ _ __..» . . _._.». . ...__.__........ Address._._.._.__._._._._.__.._..._ of bond: Name of person within IM State of Florida designated Ey owner upon whom notices or other documnis aay be served. Name ARTHUR DAY Addres'!:._. _6.620` Southpoint Dr S NSuite 400»» Jacksonville, F1 »32216 In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 113.13 (1) (F1, Florida Statutes. (Fill in at Owner's option). Name...... ..... . . _ _.._.._........ .._ _... ._.. _...._........ _ ..... .......» ...- ------ AddreAddress............. ss............. __................................................................................_.. i CETY OF ATLANTIC BEACH FiNture Uait Worksheet for Water Impact Fee FIXTURE KNITS 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. 1 BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND --� WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) / 2 WATER CLOSET NATER CLOSET, TANK OPERATED- 0) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) HOWER GROUP PER HEAD (3) FLOOR DRAIN (1) / SHOWER STALI, DOMESTIC (2) LAUNDRY TRAY (2) r LAVATORY (1) ) y–COMBINATION SINK AND TRAY (3) ---LAVATORY MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) 2-- WASH SINK EACH SET OF FAUCETS (2) _. _ KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) — GRINDER (3) BIDET (3) -- URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) __ COMBINATION SLNK AND TRAY WITH FOOD DISPOS. (4) URINAL,, PEDESTAL, SYPHON JET -DR.INKING FOUNTAIN (1/2) BLOWOUT (2) I.�\VA'I'ORY, BARBER/BEAUTY C ICI-, MAKER (1/2) SHOP (2_) � 6 LAVATORY, SURGEONS (2) S[JIZi,I;(1N. SINK (3) -�- JACUZZI (2) URINAL STALI., WASHOUT (4) TOTAL I WIXTURE UNITS _A 0 $20.00 EACH $ i .JOB (rN,�KU��r1'('IOt., �' S�`(Y Z.,..ING(S 117k � � x "' MAP SHOWING SURVEY OF I,(Yr 1, (1,0TI MANN)R AS RE('C)R.I)F{) T f 3 11),A'r ll(_)(..)Y, 25, PAGE 6') OF TlIF (1)RRi�' [' vI vAl, r r)UWY, FI.()R I I)A. NOTES : MAY 191993 THIS IS A BOUNDARY SURVEY. BUILDING RESTRICTION LINES (8.R.L.'S) 4S PER PLAT. r`+C 1 1.� 1 V 1 Q D R I V E Building and Zoning BEARINGS BASED ON SOUTH LINE OF 50' R/W PAVED LOT 1, AS PER PLAT. , (N.85033'21"E.. FIELD) FOUND 112"IRON FOUND I/2"IRON PIPEN, 15E. . PIPE, NO CAP R= 20.00' CH = 28.88' N.39 013!08"E. :; : : b o ;CONCRETE%;�:. WOOD 0 DRIVE WALK (N.38 43 . ' ' N N FIELD 28.93 ) WOOD �o STEP O ma WOOD 16.7' 8.3' 25' B.R.L. � , QD oN, �• PORCH m 1-0 18.8 43.5' Z O Z W O D Z ONE STORY FRAME Z 0 Z Z .-% vii RESIDENCE = o rn o N No. 190 p 'A a 01 ,' x 29.9 � O.x' � �o *017.8 x W 00 Q s m DECK p f x u u t0 Wp h O Db WOOD N mak N O C < o0 0 m �p(� po StEP o� ° O 5.4' 19.7 7.94 O` < N �+ "' 5.4 b J � oK OU - W T QZ N 3 r n4 x 0.5 D•O' x x r-5'WOOD FENCE-'00A.7,-, 0.5' mc" o F NN CONCRETE 83.88' YS MOUMENT,NO No .N 10' UTILITY EASEMENT =N 9 >'S' X01 �0 L0� o=Ix 1111.; IIWPI;R'I'(" SMIAIN FIf?IZI?ON APPEARS 'Ir) IIF; IN 1-1001) 7(,Vr, "X" (ARA NTI- Hl' WO-WAR 11,011) P ,NIN) AS Wi3i,t, A.S CAN FII' ()F;'1'FRMIPIf;I) FR14 'IIIE "Fl,(X)D INSURAWr, RA'I'F MAI'" FUR A`I't.ANI'I(: 11R,ACll, F'1,C)RIDA. 111F;F';PY (TRCIF'Y 'IC) W11,1IAM R. ANI) TUNA L1IAI)1�11? FINAIx'TAI, rnRixlt7Trlr,nl n:,R. ' {Jill ill. nit |airs ENER�Y EFFI�I[MCY CO�E �OR �UlL�INC CDM�TPUC TION �ORM �0OA 93 Roo�d�n�ial �om�un�nt F, :3 �aLhod A NC�T} | Ps"'_ 7ECT 7O3 PL�N | BUILDEr CENTE�, 1-1,0HE5 ��� ADDRE�� � )��7q� L `~�\��` �� �* u~ ! �E�MITTZNCp4\.*^��% t ' CLIMATE PsA,\^*^^�-mc- 126e -N=\ | OFFICE � OUUEP ` ��r+��e~�� | PERMIT NO . | _7UrZDICTION No 2 611o� CK I I . New ConatruCtion �amlly d�taC,hed o Multifamily attachad 2, aIT, � �� � If Multifamilv-No . of unito � [unditiune� f1�ur a ( 3'7� .f� ` 6 . ominant oave over �.an0 7 . �u/ch ovarhan� l�ngt|� � fL . ) 7 D0 1t t /�� u �� � lon � �raJ� Wond ( Tnzulion � O���f�_____ 1L . C�iLln� L�ca araa an`� lnsuLati'�" � . Und�r < Insul�t i n + Lu�aLi�n ) l�a . �= nt/al SEERlD .DO lZT .!|saTy�s � H�PF45 t u^st 15 . Ty P_ E1ec�ric 16 'Hot Water Credits HR-HeaL, P.eouvery16 . DHP-Dodi��tad Haat 17 . Infilt1-ation actioar 3 17 2 13 HVAC Credlts ( CF-C�ll � n� Fan ` CV-Croe� ��nt , 18 . HF-Whole hous� fan , RB-At tic radiant barrir , HZ-Multizone ) l9EPI ( uust :c� �x�aeJ �DD p�int� ) 19 . 97 '9O a . Tntal �o_Built painto 19a ' 26O48 .76 t . Total Basa poin�o l9b ' 2�S606 ' 5 r_5 ------------------------- ------------------------------------------------------ ------------------------------------------------------------------------------- T Hereby certify that th._� plans and | Review of the plans and specificationo oPfivaLions cover ad by thi� calcu- | covered by this Calculation indicates 1aLion ara in ��mplianca with tha / oumpllanue he r �lLh tFl� lda Energy Florida Enargy Code ' | Code ' Be-fore constructiun io �ompd | this buiLdling will be inspaotad fur PREPA | compliance in accordance with Secti :�n DATE � ' 553 4O8 F S / ' ' ' / / I horoby (,ertify that this building ia / in compliance with the Florida Energy | Code / . / / OWNER | BUILDING OFFICIAL : DATE: ' DATE ' . . ^ �* INFILTRATION REDL/CTI�% P��C�I[[ COMPLI�%C[ CH[ LI�T v* �OM�0NENTS �ECTZOX �NTS F�� [ACH PRACTICE �H�Ci ===================` === = - . - � ` PPA�TICE li1 ZDOMFL\' tJI "FH 'LL INFILTR�TION r PTIVE� . - --------- -------- ---- - -- - -- ----- ------ - -------------- -- Uiodawa 6�� . l muCFM �rack ( include'S olidiTig gl�o'-� dooro ) . - -- -------------- - -- - - - ' -- - -- - --- ------------------------------- ------ Maximuf 'D . 5 CFM f araa � SDliJ A �iacant Door� c�ru . �uud panel , insulat�d or �laoa d�oro un1v . - - --- --- -- - - ---- ' - ----- ------ -- --- '------------- --- To �e caul ! /j ` gaSkeL�� . ueoLhrr -oLrl�p�J � C . acka �ioe �=ala'j . - -- ---- --- - -- - - -- '- - - --- - --------- --- ------ ---- --- - ' ---- ----- PLE �1 "It C T) :E ;7�LL�UIUC � --- ------- -- - -- - --- - - - -- ------ - - --- - - - - t. ati�.' rLon/� in�taL1` � . .�� � .��cr �ur � � � - - - - -- -- -- - - - - - - - - - -- - ---- —' - --- ------ ---- - ----- Lacas �nu � lua - - - -- - - --- - - - ----- ' - ----- - ------------ -- - -- �ano ��=d w� �� dam�ers . Con.buo�i�n ��vi�e s aee --------------------------- --- - - - ------------' -- - --------------------- --- -- �ombuotior 1 ltnad apa,C x x- pt raw AppIianoes ai/ frsu ioned spaceexhaust to outsid* . [uokinpllancao shall b� d� mparod and uoe rmitt ignition . __________________----_____________ �* 0THER PRESCRZPTZyE MEASURES m�t or oY all residences . ) *� ----------------- ------ ---- - -- - -- ----------------------------------------- Comply w h affioiancy r�qulramento in Table Suitor arly marLed olrcui� b aker ( eleriu ) or cu�uff ( 1,3- ) must rovided ' External or uilt- in heat Itrap rmquired . -- '----------------- ---------------------------------------------------------- �L-4immin:i Pools 612 ' l pas and heat�:?d poolo muat haum ouvar3 ( e x c e p t solar heated ) . Non-commerolal poolo must have a pump timer . pool haatars must hav* a minimum thermal �fficiancy of 78 percent . -- ---------------------------- ---- -- ------ -------------------------------- �how*r Heads 612 ' 1 Water- flow must be reStriotad to no more than 3 gal- lons Par minuta at 80 P'SZr, . ____________ ---__________________________________________ HVAC Duct 10 . 1 All ducts , fittings ` mechanical equipment and plenum Con�_;truction chambers shall be mechanically attached , sealed , ino- Inaulation & ulated and installed in accordance with the criteria InotaLlaLion of Section 610 .1 .ABC ,2 & 610 ' 1 .ABC '3 . Duct in attics must be insulated to a minimum Of R-6 . Air handlers shall not be lnotalled in attic'-- unless in mechanical closet . -------------------------- ----------------------------------------------------- HVAC Controls 607 ' 1 Separate readily accessible manual or automatic thermostat for each system ' _______________________________________________________________________________ 66MUt 000, 1 OvC' CWT 00" T OPWO' Cl CUMUL ZY 6z" Zoe, 61 GINIC& imw wnw nnw onvo NOdWOO SINIOd 17 ltd sij wm� WN -1002 - 110383 x W31SIS x iono dvo x W101 ref;MOO D = WWSAS X AVM'. :!N!Od 53WWnS WWI O" ?jZQT 00' 8 G" ZtCT cc O' sidul G' s L. WHOO& OwAv - O' OW 0' Opwo uO. qrjs G" =- O' CA V* GZVT OUT O' VVCT Wull QTAQV j5pun t ' VOC 7 ' O' vvCT Vill " Os 017 " ? C 7 GAC I ' M 31 ' v 0 M wON 1, 3 T - Gn : , Q G' TT rt sju&', T O' COT : , 70LI 1L ' T1 ' l OiNiod "Mc v2s":, CMW W„� LY Vr 7 -2 1 70SY ? j- ' ' A &C , ZtUT M"I : j AkIA S_�'Wvz " ANOW SOMM OMIT fiv ICW70 LM 7=17 AM! 3001i YSOIT to" dj1ca 131 1 2 ' [Q� T so OC ' W aw lao 1, 0051 O' so 0OW v - ZL " j tr - C cc Yov N dD 130 Wzvs M, G ' 02 3 , 07 H 810 133 !' Bois WS9 00, 60 IN1WOVWT NOv WIXM S0a S WdS W DAiMNU& KWO VINAMIJ Gv 3QV3 A A T*11 f 1 614 1*1* 414 AAA ATE 1 A. A. t� V4 4 _V4 41 1141111*4111114= 1 $A ! 1* 1 A *11111 k 1 1 A I T I L 4 11 1 i4 1 A r } r # r 1 r 1 1 A 1 1 A 1 4 WINTEP CAL ?PLAT 1='-, 1 1 1 1 1 Vitt rTT1 I V3 I CAGE - A� CUILT ZASn - Of' IEN AREA x EWPM POINTS TnrE CC 'RIEN AREA WPM ACF PC 7 H T'--- N 70 .00 1D ., 337 .4 DOL C L N 24 0 7 , 1 1 . 12 1% . 4 DEL 7LR N 41 .0 7 .3 1 . 1c 329 .2 DCL 7LR N 10 . 1 7 , 3 1 ' 12 12 3 . 21 .7c 11 .� DC� ' Ly 24 .0 20 . 4 on . 15 COND . FLOOR , VT.� GLAK 1 . �LQLAII nLAG-, APEA PGA 7 - - 77Iii T � 7QINT7 !NT-. APEA �n�m 7 : �TC 777 1� 1 T n . 07 530 250 . 2 E L 21 c 12 . 10 2so 21 .0 11 Z 211 s 21 . 2 11 . 50 24 1 S 7EK (NGS------------ ., NGS----------A 1044 . C 1 .2 1 012 .8 undov Attk i 0 1344 .0 2 .002083 . 1 FLOORS- ------- Sib 17C .0 6 ,- 1511 .0 I Slab - _'-1I i1 wd,-Z� .0 170 .0 18 .80 3196 .0 iNCILTRATION- 1147 .0 7 . i - IG7 .0 Pract ico 4,--' 1347 . 0 7 .40r79 6 7 .01 70TAL WINTER POINTC, TOTAL SYSTEM HEATING TOTAL w CAP x DUCT x SYSTEM x CREDIT , HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 14 .006 .b7 .55 706S .67 20 .5% . 79 1 .00 1 ,093 .457 1 .000 10 ,287 ,77 *TA TA-T I ; KAI AT TTTT 1 4 IT , 1 1 v I A A, 1 ; A, 1 1 ; ; A 1 1--;...j-1 ;: 1.A Ali i A 1 i AT 1 v 1::-I 4 f ; i S T I WATER HEATING I j**1 *t* F*T t 4 IT!Two I , CASE Too AG EUICT (DF U L T TOTAL TAIr VOLUME C F TANr N MULT 7REDIT TOTAL MEDRKS RAT 1'D MULT - - --- ---- - - -------------- - - ------ - - ---------- ----- - ---- --- - - - - 13C3 .0 11 .409 . 00 so .92 1 .002 3630 . 7 1 .00 10 ,916 .0c ?UMMAR), CASE As -cu:LT TOL.1 NG HEAT 1 NG HOT WATER TnTAL =LINQ EATINA 1 T AATER TO 7 A h F PCINT3 POINT ! PPINT 1 POINTS 1VT? Z2 :AT 1 P =7- -360 ,7 11"00 .0 20 .3c� .5q 0245 20 0 Q . 7 , 771 RIGHT-J LOAD AND EQUIPMENT -SUMMARY 4-27-93- For : CENTEX HOMES r4_ By: Mandarin Heat & Air Inc . + 1IF Job #: 3703 PLAN Wthr Jacksonville- AP FL Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 38 Deg F Design TD: 1.9 Deg F Daily Range M Rel . Hum . : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg . Heat Loss 26571 Btuh Structure 12173 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 26571 Stuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total Sens Equip Load 12173 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2991 Btuh Area ( sq.ft . ) 1344 1344 Tot Latent Equip Load 3911 Btuh . Volume ( cu .ft . ) 10752 10752 Air Changes/Hour 1 .2 0 .5 Total Equip Load 16084 Btuh Equivalent CFM 215 90 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model Model Type Type Efficiency / HSPF 0 .0 COP/EER/SEER 0 .0 Heating Input O Btuh Sensible Cooling 0 Btuh Heating Output 0 Stuh Latent Cooling 0 Stuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 527 CFM Actual Cooling Fan 527 CFM Htg Air Flow Factor 0 .020 CFM/Btuh Clg Air Flow Factor 0 .043 CFM/Btuh Space Thermostat Load Sens Heat Ratio 76 MANUAL J: 7th Ed . RIGHT-J: V1 .63 TR [N[YOY GUIDE Foc detailed information of the EPI rating number or for any ITEM listed , ask �'our Builder fm. GPI- ?7q DCA Form 600A-93 or Form 6008-93 O lO 20 20 qO 50 60 70 30 90 100 / ------------ ' --- ------ - - -- --- 'X / . / The maximum allowable EPI lo 1C[ . T|.� lower the [PI the uoro iffAiant tha RESIDENTIAL ENERGY PERFORMANCE FATING SHE[T TTEM HOME VALWE Law Efficiano, XiDh Efflcienc, ^ SZNGL CLR DEL TINT AINDOWC . . . . . . . . . . . . ' . . . .D =YLATTON . . . . . . . . . . . . . . . . . . P J R -7 R-Valu ` - . . . . . . . . 11 . 7 . Valu" � . . . . . . . �IR CONDITIONER ' ' . . . . . . ' . . . n= 17 .� 9[ER/EER l� - / X - - ---------- ----- / . ' . ' . ' . ' . . � . . . ' . ' . � ` . . � . 7 EZR 10 .� HEATING SYSTEM . ' . . . . . . - . ' ' ' ' 6 .3 HSPF 12 .0 Electric COP/HSPF . . ' . ' ' . � 4 / - -X------------------ / . . / / 0 . 76 AFUE 0 .90, Gas AFUE ' ' . . . . . . ' . . . O .�D | --------- ----------- | WATER HEATER . . . . . . . . . ' . . . ' ' ' O .96 Electric EF . ' ' ' ' . . ' ' . . ' ' . 0 .02 / -- -------�- --- ----- / . / O . 5 4 0 '90 Gas EF . ' . . . . . . ' ' . ' . . O D� ' -- ------- - ------- / . . / 0 .00 J '8O GoLar EF ' ' . . . . . ' . ' . . . ' ' ---- ' - -- - - -------- / . / OTHER FEATURES . ' . . . . . . . ' . ' ' . ' ' ' — ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I cortify that these energy saving faatures required for the Florida [necgy Cuda have been installed in this house . Builder Addross : Signature : ate : Citv/Zip Florida Energy Code for Wilding Construction - 1993 Florida Department of Community Affairo FL-EPL CARD93 . . 1 PLAN: 3703 COND AREA 1344 SQ FT MANUAL J CALCULATION FOR RESIDENTIAL HVAC SYSTEM WHOLE HOUSE CEILING HEIGHT 9 AREA HTM BTU LOSS BTU GAIN HTG CLG WINDOWS/GLASS dbl clear 17 24 33 16 792 384 NW/NE 33 33 0 0 E/W 29 33 46 957 1334 SE/SW 33 41 0 0 S 87 33 25 2871 2175 SKYLIGHTS clear/dbl/30 0 35 152 0 0 DOORS solid core 42 18 .4 10 . 9 773 458 WALLS R-11 Iy2" gypsum 1231 3.6 2. 1 4432 2585 CEILINGS R-30 1344 1. 3 1 . 5 1747 2016 R-19 knee wall 2.1 2 . 3 0 0 FLOORS slab 157 32. 4 5087 INFILTRATION house 182 39.9 10. 6 7258 1935 fireplace 0 1693. 4 895.1 0 0 SUBTOTAL HEATING 23916 DUCT LOSS 2392 TOTAL HEATI14G 26308 PEOPLE/APPLIANCES 4 ® 300 2400 DUCT GAIN 1329 SUBTOTAL SENSIBLE 14616 LATENT PEOPLE 4 0 230 920 LATENT INFILTRATION 2903 SUBTOTAL LATENT 3823 TOTAL COOLING ESTIMATED TONS: 1 . 6 18439 i f � FL,OODP"X* DEVELOPMENT INFORMATION Type of Developments ��•V � Flood Zone s- - ..-..-- ....-_ Required Lowest Floor elevations_ter,,.,,,-,�_„N If building to located within a flood hazard zone, s survey rust be made AFTER TN6 SLAB NAS BUN POURED, certifying that the LOWEST FLOOR 0.9YATION is equal to or above the base flood elevation established for that sone. No final inspection will be nada and no oert%ASicate of occupancy will be issued until the survey is on "[fele with the Building Department. COMMBNTSs Applicant Aeknowledgesents I understand that the issuance of this permit is aont1s9ent upon the above information being correct and that the plano and suting data have beeor shall be provided as re gAred. I agree to comply with oli applicable provisions of Ordissonoe Mo. 25-7-11 and all other laws or ordinances affecting the proposed development. ate A ioant•. Bi ature - r -- -rN- --.r DP �- .. - -------- YY Y YY------------MAYS-Y--Y--------YYY iY•Y Y-�Y YY Y-Y-Y Department use Nequired Lowest Floor Elevation _- _.,-- ------ As Ruilt Lowest Floor Slevotiom ----_----_--__--- Survey Filed with Building Department -----_ Building Department Representative page 3 FIBERGLASS SHINGLES ON FELT OVER 1/2' O.S B. SHEATHING 12" ON PRE-ENGINEERED ROOF VARIES TRUSSES 0 24" O.C. CARDBORD INSULATION BaFFLE APPROVED HURRICAN CLIP 0 EACH TRUSS �— ALUM. EAVE DRIP i"X2" P.T. 2"X6' P.T. FASCIA -- SOFF;T 1/1" CEILING BOARD VENT 2"X4" II" X FQRgE,gERZ�EE nyOF 6ETTEp' VERTICL OR HORZ. FILING 1/2' DRYWALL OVER 1/2"X6' LONG ANCOOR BOLTS 0 4'-0' O.C. 2' X4' SOLE PLATE :ET I IN CONT BEAD OF SEALANT NISHED FLO III FINISHED GFAD!: S MIN. 12" MIN. 6 O• t 16"X8 CONC. FTG. W/ 2-14 REINF. BAR: WALL SECTION SCALE: 1/4 = V-0 4" CONC SLAB W/ ox6 10/10 w.w M FINISHED GRAD ' 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACT 2-#4 REINF. BATS i TREATED FILL TERMSE MONOLITHIC- FOOTER APR - 23 - 93 FRI 13 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP • howdol eddltl w Waawod"Wance to w1w upul1 to soc"raflorn ind trusm to w l eW &by Owes or eoncroto do bomw in 00p! IM IM O.E. SUEDtl1•E "VON !x'o HOP?X Is OL 1300 S t6d Z6 dW*g x% NNW 11 OL 16M 10.10d ?S Sa oenow Note 11. . sonroa scop Hop �a TRUSS SPECIFICATIONS FOR Centex 3703 A— C The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 15859 1010 3-24-1993 15859 2010 3-24-1993 15859 3of10 3-24-1993 15859 4010 3-24-1993 15859 5010 3-24-1993 15859 6010 3-24-1993 15859 7010 3-24-1993 859 8010 3-24-1993 15859 - 4- 15859 9010 3-24-1993 15859 10010 3-24-1993 ``t`,N1111lItl/qqh,, F� tLw �3� 'Gati '4!llgUt�11111���`1 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR RATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CH014D MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER 11X4 NIM.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/9' (41N) PLYWOOD SHEATHING. 1/2' 14) INSTALLA71ON AND ERECTION OF THE TRUSS, PERMANENT. AND IS OF HIGHER ALLOWABLE 67RESS VALUES, ALL VALUES USED 0) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (14IN) DRYWALL OR BRACING MEMBERS SPACED 10' O.X. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARC BASED ON THE LATEST COITION Of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTCO OTHERWISE CURRENT TPI BRACING AND ERECTION PWICATIOM. TIONAL DESIGN STANDARDS PUSLILEO BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS' TIBC 2342, FMA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUNCO TO BE CONTIMCAMLY15) THIS OCSIGN CONFORMS TO CIDMCNT TPI DEBICH BPCCIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 26-125 BRACED BY EITHER 3/9" (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED HIM TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY B) THIS ?PUSS HAS BEEN DESIGNED FDR THE LOADING SHOWN (MINA DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. GUALI7V STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS N07ED OTHERWISE. 16) NO 1EMBEA OF THE TRUSS MAY BE CUT OR MODIFIED 10 ANY MAY. Al CONNECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAME SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND TUE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS ST7F CALL OUT I PLATE LENGTH. IDENTICAL LOADING AND COWIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -AOOITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 2-6-7 RUN 5-10-7 5-3-15 5-5-11 5-5-11 5-3-15 1-5-14 74 PLF Max ►Night 6-8-3 12 V B 405# 5 X 4000 4000 12 4030 2000 6 v *e 3r, e3r zosr Mo BI# 165# 1630 1320 480 N 13840 13810 1 1 13,5154% 13.5154% Pi I Nu 3x4 3x4 3x8 5x6 3x4 20 PLF 8-6-5 8-1-10 8-1-10 5-2-6 1-4-0 BUILDING TYPE: Enclosed Residential 30-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: -Atj-7 N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS, No trusses: i MaximUM deflection occurred at bottom joint #2. Maximum Live Load Deflection of .122' (2/16), Index-.122, (L/2951) Maximum Total Load Deflection of .191' (3/16). Index-.127, (L/1885) CLARY DIVISION PLATE TYPE: ! O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0* STUB COMMONS OMGy is, ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC gp 2X4 12 N SP ENS. FOR: TRUE TRUSS INC. - , SiJ�- fe0i S. GSM PNNY, OL TC 7 8C LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 O GRAND PRAIRIE. TX 75051 7.1 2X4 112 N SP LAYOUT TO: OF i (214) 660-3940INC. L LL BC 0 REBS SCALE: . !} 322 Dl BC 10 2X4 03 SP ADDRESS: 1/ MEMBER TRUSS PLATE INSTITUTE i 33.33 TOTAL 47 1/8 f EXCEPT AS MAY BE NOTED ►sem°low'offo�jou•►xs mei j�°i'o�K1w f0a/w"'�o�Y bia� p,lca^` r"0pD 0 11 r 14 tf1J� fop ,/'� 040. aloes" `'P�'10�Cq+l it�- !��►L wtoaAt�'�CAPf',��ie"4i V/ Fpop Atte'. µi lE OVd�iT\'�POA so se MO►e fe �1�1 6. n c td11�d Of 1P"`'C5 A lBlLit ao 101 eP1,GE0°ArM►ii Diet 1 ytot P\,r"0'�►CE0 CPE 0 V IS VE CAiir to to/al$"Otte e"C. (al", lk r�5 SrMf•1Pl ",tss 1Ex�1� 1"0 L01p11WIµe SP►S�'' �tES �1-i 1"s 10 10 DC* 11\ SP`N0 sap E9'4 go'tt�°itweE�milltOa_ ► OCAS it+6 F�1 H q, RE *1t C 10301 Itl�µ' C G,1 a't 0"Jac,4 tlai, fH 1 "0' °{M 121 �0E5. tH►1 50\ttOF SCC AepV Ei tiM a f0a 19E SOE&opalL $Of "1MN SOP�t o 01 Oe0 IiPPF%it 0CS1 "{1� 1P�_ al SEMS, a$ V•2 0GC eEEH 1'ii s�1tP 5Px" CxF iF, Cp+ Wi VH. "t N►' 11 12e1. e S a►S tae 1HE 5�iols SAE S.111CM Of 0aµ \Hi9 i OP►M1"0, t 10 "►,XI"�iPESS Sl tt1 M►11 !1 tH15 S oE51t110W%,% CIES- cl.1N'1' Stu 00 1V,00St •rClop K °gKOSA�0tei 9I µ1 1et51 le fsy°tj,4 0 1,\s Ay 0p1 u•S;SEo S f1�S1 SP OE5 �iy6E51 5►F'EC�,LE0op1E"ls t\ 1µ1SI0P P. 64 ES ivf 71 G Cly 1►1SM0 �1 O4Cta -2 "'----_.. 404 22e► A-p-2 02 59+ ♦2 12 IA3A 12y1 96}xglt e 9 6 \3 Wt? 1A0 Mie 7 5 3Xt 6 �t� t ed Rest�tjqk 1g91) ,p5 t �C�l �r C� st t�°t%10 W 'Ir9 �� EAE . N \410 S? f JG,. •(S) ores QE OTa�GS %RE%ERtS 4>.4 ;wJSS�pGtfpN%E l l� OS 0 �folt SAON RE �yp%.lfl ORES� li *R al 0 res 10 V 01 SEE R �xA pN6,�-,moi � e_ 0� plot 11720 71 vA�,�S �993 °v Ott lA..OAS- «1A66 gt�, A Mer �. cUrrea et 151, 11\66d°X..051 2t 0� l� OAtt:. 2 �t4 ec"00 Oct .035����1(161' i� 1P� 3�p3� � aetl ct�pn ° t .054 FOX re,04, McXl1�► aetle On 0 ve t.0sd Qetlectl cPQO.ect: Ike dotal .p°� c L � 2XA a2 N� LA55p tru'geg: � ApIH� ip5F1 t L�Fa 2XA #2 5P 00 ACiNG Lfl tC 90 2X4 ♦3 typ1E0 pC' 5112'Q'0 9C ')n �E@S E�CEPI AS MAY @E _.a HYPE• 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADE% 51 CONNECTOR RATES SMALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) J01" INDICATES LATERAL BRACING MEMBER (1x4 MIN.) SPECIES, AND 19x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6- MIN PLYWOOD SHEATHING, 1/2' 14) IN57ALLATION AND ERECTION OF THE TRUSS, peftIENt, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHOW SPLICES ARE NOT RECOMMENDED TO OCCUR NIM) DRYWALL OR BRACING MEMBERS SPACED 30' R.C. IMAX), TEMPORARY BRACING SHOULD BE DONE IN ACCOADMICE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORO.SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AHD ERECTION PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 7281,OBDCA�E NUMBERS: UBC 2342. FMA TCO 2014. SBCC III D ALL COOPRES ION CHHORD DIHIENE,)RPLV/ASSUMED SNEATBENTNG.T1/N.OUSLYI5) THITHIS DESIGN HET�OR PTE TO CURRENT TPI TPWDESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION- RUSSES AND 2) THIS DESIGN 1S BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. GUALITV STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION ANO USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAV, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING 9HIpp1NG AND By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF 1RUSSES. SEE HIG-91 FOR RECOMMENDATIONSSIZE CAI I OUT IS THE OIRE0IOM 9E THE PLATE LENGTH. IDEHfICAI LOADING AND COW 1GVPATION_ . -CONFIGURATION LOADING SPECIFIED BY FABAICATOA -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOISISILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .299' 2-0-0 RUN 3-7-e 4-6-9 4-3-0 4-3-0 4-3-12 7-0-4 1-5-14 on$ #2 #2 02 #2 /2 Marx Height 9-9-3 74 PLF 12 Q 6 3�5 12 PH 6 _�v H m '"I1 N 1 1519# 1402# 9x 1z 5x6 4x4 7x8 �x5 (3.5151% (3.5155% 3x13.69 4 4 ­23.52 20 PLF 12 12 N 3-0-0 3-7-8 6-8-0 6-4-8 6-4-0 2-0-0 #2 42 #2 #2 #2 1-4-0 2x4 2X4 2x4 BUILDING TYPE: Enclosed Residential 30-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area Q� � UPLIFT CONNECTION REQUIRED: _ 1]O.L / AT EACH SUPPORT, NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 15.67' from the left end of bottom panel 02. Maximum PPLIVO Load Deflection of .375" (6/16). Index-.377, (L/955) Maximum PPTotal Load Deflection of .588' (9/16). Index-.394. (L/609) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 30'0' STUB CATHS ONG. / ALPINE ENGINEERED PROOMTS Inc V�000 2-0-0 LL TC 30 2X4 01 SP ENG. FOR: TRUE TRUSS INC. - SgS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 �D GRAND PRAIRIE. TX 75051 7.1 OL TC 7 (214) 660-3940 Lt 8C O WEBS 2X6 #2 SP LAYOUT ID: 830 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 " J" TI LUMBER SHALL BE OF THE SPECIFIED MINIMA GRADES. SI CONEC70A PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL @RACING MEMBER (1X4 MIM.) SPECIES, AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B' WIN) PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. AND IS OF HIG HER ALLOWABLE STRESS VALUES. ALL VALUES USED al TOP CHOW SPLICES ARE NOT RECOMMENDEDO ENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' D.C. (MAX), TEMPORARY BRACING SHLO BE DOMITA E IN ACCORDANCE FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUR4ENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 23x2. FHA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUQUSLY15) THIS DESIGN CONFORMS TD CURRENT TPI DESIGN SPECIFICA- FOREST P700 MTS ASSOCIATION. 7251. BOCA FILE 86-12S BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ON0. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.I DRYWALL OR BRACING MEMBERS SPACED AT 18' D.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE COT OR MODIFIED IN ANY MAV. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OESION 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI8-91 FOR RECOMENDATIONS917F CALL OUT 19 THE DIRECT RATION, . -CONFIGURATION AND LOADING CI I Y FA CATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .229' 2-0-0 RUN M 7-7-0 44-3-2 4-3-9 _ . 4-5-9 -r 6-0-0 1-5-14 02 r2 02 02 02 Max Height 8-8-3 12 74 PLF Q 6 5X5 e 2360 2891 3230 .HJ�A 3188 208/ 3+, 2820 f2 /2�.�(� 1230 m 6 F v a 980 1300 960 400 m 330 570 370 11320 11320 /W MB 13.5144% 13.5)44% N t 3x8 :I71tto 7x4 3x0 I4 20 PLF aXs d *s 3X0 a 3.59 8 a 12 12 N 2-0-0 BUILDING TYPE: Enclosed Residential 3-7-a a-5-s s-7-z 2-0-0 4-0-o CODE: Standard Building Code (SBCCI 1991) 1-4-0 WIND SPEED: 110 wo 24-8-0 MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7141 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f Maximum deflection occurred at bottom joint e2. Maximum Live Load Deflection of .396' (6/16), Index-.481, (L/747) Maximum Total Load Deflection of .62' (10/16). Index-.503, (L/477) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8 STUB VAULTS owe. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 09 SP ENO. FOR: TRUE TRUSS INC. - I� rj 1801 S. GSM PKWY, 18C LUMBER PROSECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE. TX 75051 7.1 OL TC 7 2X4 /2 N SP OF/0 (214) 660-3940 1T0�-STC LL BC 0 LAYOUT ID: 616 OL 8C to �ME85 2X4 63 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 473/16opj EXCEPT AS MAY BE NOTED 11 LUMBER SHALL K OF THE SPECIFIED MINIMUM BRAWL 51 CONNECTOR RATES SHALL eE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHOro MEMBERS ASSUMED TO BE CONTINUOUSLY IN fip- IMOICAIES LATERAL BRACING WIMP. 11114 MIM.I SPECIE!, ANO IBI MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED SV EITHER 2/e' (WIN) 000001)SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRW%. PERMAENI, AND It OF HIGHER ALLOWABLE SIRES%VALUES. ALL VALUES USED 6) TOP CHORD%PLIC99 ARE NOT RECOMENOEO TO OCCUR (MIN) DRYWALL BR BRACING MEMBERS SPACED 10' R C. (MAX', TEMPORARY BRACING SHOULD N DONE IM ACCOROAMM MEM FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A NOTION CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED SY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FNA TCB 2Ot4. SSCC IS) ALL COMPRESSION CNOIIO MEMBERS ASSUMED TO t CONTINUOUSL"51 THIS DESIGN CONFORMS TO CURRENT TPI CESION SPEtIFICA- FOREST PP0UCTS ASSOCIATION. 7251. BOCA FILE 66-123 SPACED BY EITHER 3/8` IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED NOW TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O c. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOP PLATES SIZES ARE BASED ON AXIAL FORCES(M.Y, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY, 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARINO LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN MAINS SNIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HWS1 FOU PECONWHISATIONS. S17F CAI L OUT IS THE DIPEC710M OF THE PLATE LENGTH. IDENTICAL LOADING AND COfIGUOVION, -CONIFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. Atlrl 5-0-0 5-0-0 RUN f-5-f4 1-5-f4 Max Height 5-8-3 74 PLF 12 12 e 5x5 a 3630 1674 167/ y H m i1 130 sip e1# 131 N 443# 443# m 13.51171 13.51171 20 PLF 3X4 Tn Hn 3x4 N N N N BUILDING TYPE: Enclosed Residentiat CODE: Standard Building Code (SBCC1 1991) WIND SPEED: 110 mph 1-4-0 1-4-0 MEAN ROOF HEIGHT: 13' to-0-0 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 4S3 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of 0' (0/16). Index-,007, (L/60000) Maximum Total Load Deflection of 0' (0/16), Index-.006. (L/0) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10*0' STUB GABLE DWG. # ALPINE ENGINEERED PROOUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC. - S C( 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE, Tx 75051 7.1 OL TC 7 2x4 #2 N SP OF�/� (214) 660-3940 N L LL 8C 0 WEBS LAYOUT IO: 152 DL BC 10 2X4 63 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/4 C0NT2 J�• -. It=w, tel tDIt EC0 S 1111 �pIf 549 ;PpVW" 010 A11404• VA"x1• tvppt UE tN 1K 0.A 14VOE oil as Wp,NO AjlptS. NE'Okv! IF j0 cto,,,vits IA`oA�`' 'S r fdP PEC K ., oapo a pi VOIM SE CDN/IN1>d OA'LIPOF 1� GPE tle.ei 10q. ",. 00 Ipl 'pa y Wiolk ti,�3 b!0!i!M'AVS SNEA 10 "12 6� �j tto `' � Ilpp 'I S �t C�' to"00 � fABRICA 1PIt1'L OV"$ -Io l�t P12N•1 gEvkS SoED t5 FE s W& S 14L VA I" Y'SEe0+0E0 0tt� ,�tt 211 e ACE01441CA fA "A 1 k 1 jtO4 %- S, NA .t ttda PLATE WS�'PCC�Itt.A Ito 201+• �N�x1. Ales SS �w2 00`t�► �� G11Pµp�1,A1IN�+F0� si �jowl er,lcf 'so t"tem 2sA2. f" IN0 ypM"a++ ;� ® IN(I tt to" OBOES. 1NAI el ,OF Ci AeOvµw,hllPY. fop II£L gkALL COF 'If 1E0 MtON I.V i + 'fl p1 0D08a FILEe�EN OE 11. �� 00 u SPAN 1�se5 N IME ePt�lgluPE } µ.L a 114 T 1. S N► It SEP L lEµAxINV'`l«,87 VALat C0l2i A110Nµ' el INi,t41S Aasly1 IcA9�At 10 s oKOESS of 'wAfk 0 9l0�lw-lVtO jkjS •Tt,OP P "NES y,.0/51 o t 0ES2�'"SS oss fop otslFN 1s�SOt'0�Wy SiO�0",*to `14 LION sI PPo6OCiS gASE.O S APE eA LEO O' TALION 74 'MAWL t5 asQP Pl'+,E SITE TvE OPIEN R LON CTOP Ip., SLC 11 GO�"0TN s+ 6-0-0 `'0 l4 5-@-0 12 02 02 3450 t-� tp 6 13.51 J3% 3* P�- 5Xf 3a4 1OC 13.5143% 20 Re6ig�Cl 1991) � x G 1rPEt E�ildin9 toSed Com ` N 1�01N St lo 8 POR,. m 5*@ CODE: S spr,E0: 110 X13' 11 �Y E1kCN M l N 6-0-o MEpM ROpP Nt�,�S'ts gEGGA11RE0;pE- ae ISD ",.-G N tit NENt S. ,.•-o �RUgS lNEOT td A eAO nll�� ,C1N -►-to ^'- UP�1ft PREVOW 11 8011E NES N�1 FS 10 �N4 2z-4'0 SEE t-4-a too 01 0 A4yZE0 N1Sjetta d eXn�gi 9"/611 ` ,. gpE,C � 1993 of SPOSS At, trod c1i6t2/161. llod6%r.164. 11415 45.75. 111 161. 55�1l1G occurred t1o^ of 174r 131 SP SPS 3103 tJ t'le t1on 6d 0@t1scc1to, of EN@ fox GENSE %1 �' d6PPL1,re 4op6d 0@t16 t�oi. 1 Max1"11'+ PPS°161 G 4a 2X4 i1 SPP +' 55� 140 truy6@q. M6%10 1p5F1 Sc 4 i2 N 5 loRdt VSE@ 2X P 0 t SP,cj%G }4 SC 90 2X4 i9 >000 ��` CEp1 PS MPY @� ��tEO J) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE 1NSTALLE0 VMMETP1CALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 231 fio' INDICATES LATERAL BRACING MEMBER 11x4 NIM,i SPECIES. AND 19S MAxIMM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/e' MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERRMENi. A!D IS OF NIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED BI TOP CHOPO SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 30' 6— (MAX) TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE WITH FOR DESI ON ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 10 ALL COMPRESSION CHORD!EMBERS ASSURED TO BE CONTINUDUSLYI5) THIS DESIGN COFOMRS TO CURRENT TPI DESIGN SPECIFICA- FOEST PRODUCTS ASSOCIATION. 7251, BOCA FILE 96-125 BRACED BY EITHER 3/8• (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY, BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O�C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACRDSS SLOTS) WITH THIS DESIGN 12) ® INDICATES SEARINO LOCATION. 17) SPECIAL HANOLINB CARE SHOULD BE TAKEN"INS SHIPPING AMC BY LENGTH IALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOA RECOMENIATIDNS SIZF C&L OUT is TmE DIRECTION OF THE PLATE LENOTh- IDENTICAL LOADING AND tONFIGURATION- -C Ai ON AM LOADING SPECIFIED BY FABAICArOA -ADDITIONAL PLATING FDR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. PUN 5-7-4 5-0-12 5-0-12 5-7-4 PUN 1-5-14 1-5-14 74 PLF Max Halght 5-8-3 12 q 6 3751 sx5 + 12 3840 3940 6 + + r 197# 197# m h 690 1381 138# 690 T f 975# 9750 13.5138% 13.5)38% TI I f 5x6 3x4 3x4 3x1 20 PLF 7-3-e 6-9-0 7-3-6 BUILDING TYPE: Enclosed Residential 1-4-0 21-4-0 1-4-D CODE: Standard Building Code (SBCCI 1991) �—' WIND SPEED: 110 q* MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 66-9 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint I2. Maximum Live Load Deflection of .071' (1/16). Index-.101, (L/3606) Maximum Total Load Deflection of .112' (2/16). Index-.105, (L/2286) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4* COMMONS ONG. i ALPINE ENGINEERED PRODUCTS Inc V_R000 2-0-0 2X4 B2 N SP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSW PKWY. LL Tc 30 GRAND PRAIRIE. Tx 75051 7.1 OL TC 7 BC (UMBER PROJECT; CENTER 3703A GATE: 24 Mar 1993 (214) 660-3940 L LL BC 0 WEBS 2X4 /2 N SP LAYOUT ID: O Ise OL BC f0 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 10TAL 47 EXCEPT AS MAY BE NOTED 3/06 i+ 1) UMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CORD MENKAS ASSUMED TO BE CONTINUOUSLY 13) 100 0 ,. INDICATES LATER&BRACING MENWR ()XA MIN.( SPECIES. AND 14%MAXI AM AXINM MOISTURE CONTENT. 00 SUCH THAT THE JOINT. BRACED BY EITHER 3/9' THIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (HIM) DRYWALL OR BRACING MEMBERS SPACED f0' O.c. IMAX). TEMPORARY BRACING*0"BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPF BRACING AND ERECTION PLBLICA71ONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC ll) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLYI5) THIS DESIGNCONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FDR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 6) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SNOW 011N.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITV 51AMOAADS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 151 NO MEMBER OF THE TRUSS MAY SE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL N404LINO CAPE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTSU AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-91 FOR RECOMMENDATIONS. -CONF19MMON MO LOADING SPECIFIED 8V FARAICATOA -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD- .092' 1-0-0 RUN N 5-4-0 R -0-01 5-4-0 H RIA/ 1-5-14 1-5-14 74 PLF Max Height 3-6-3 12 �6 740 12 2248 1, 2240 15 5x5 v x x N N 1870 1870 m y 700 700 y Ho No 500 500 715 445600 5660 I 7x6 I w (3.5122% 13.5122% t�J 3 3 C_�Z=_ 3x4 3X4 12 12 20 PLF 5-4-0 2-0-0 5-4-0 1-4-0 12-e-0 1-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Cock (SBCC1 1991) WIND SPEED: 110 eph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area ,1 (� UPLIFT CONNECTION REQUIRED: '7 1v it AT EACH SUPPORT. NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 12. Maximum Live Load Deflection of .087' (1/15). Index-.207, (L/1747) Maximum Total Load Deflection of .137' (2/16). Index-.216. (L/1109) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 12'8' TRAYS D �C 7 � ALPINE ENGINEERED PROOUCTS Inc V2000 2-0-0 LL TC 30 2X4 e2 N SP ENG. FOR: TRUE TRUSS INC. - s5 ef 1801 S. GSM PKWY. DL TC BC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mer 1993 no PRAIRIE. TX 75051 ' 7 2X4 #2 N SP 1214) 660-3940 L LL BC 0 NESS LAYOUT ID: 244 33.33 OL 8C 10 2X4 e3 SP AOOgESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED _ 114 .O, ,tov tea' NalPl^"F ' 0 t0 9E AtH,NO.C 5�Ax5, tG�S OEIt Val 0. pOa NAV 9F'SE t WO ��pNEt�' a5 AS y�pg0 5E,0 p rtE\ I"Wa f0S1A1�"�- t �,� 91 f� SCh 01 0. ACOfs !w'0 l{r OF 1t�fc CEO v, tC� {£N41OM 1k'fl Ns we 0 10 A 06 ip t. ipi �C wt';OF `' A�_,..519T1.1{Y CF ,01 N'AC£0 ryaaAv�' Pa1'k M1CP!►! CPEO At t6. ,11c{7 Y A pES�"""" 2; S\91 CtgNNEE30C1LK'SAAtEI!`I�L 5'1pt1N5O{ Eta ON a'MAID•QtJVtSA P OtYI£ NEASttars!°A tn tpAtfD ►AtrAo`0Nf��rFµNrpV �\r !! ft OYa+. lost Ayto 0CCa ii1 eACD ; pyAEpNO�oC "kAx N0o D� tot01! top, I o"►L py t� D�1*eta"0{N a ajGa. 41 It O0 O1e. O mt A 2aY. t,£ V •S' tMA{ too,609 `oj11 0 f0a t g5E4 d aGl !p- S,a� M1N1Y6MN�fF 5i1K0 Otf£`aOOO fLLE 9f.Ea OtA4LAt ION 9P lFECIf It took Ayt V Y£NA' 11 �Z5, ' 1N5 10 pfEP 9E AAN£0 X95.4W%X'0%l%NAt 1O0L 91 tNI YNIS%'IkISO ,CA9"£ £` Ar i ia+ ps t�t 0 rV ttt Vt. 0„A.Y ,- S) 1"\HNo l tOEStCaN i5 AP'% Oc H,Wa £+A Pt10- Clog,Vt FipK OBO5 1!p1.f Is of too OL Is awi EMt fOEStAtE�1E5Op1At tt {N15 CLOP I`CP •+t40t5) aocQ _mwo tgb Ao61 9V L 6` Al2+ ►204 2261 6'72 3231 --� A'S.S 12� 621 A, 9 i2 3161 1261 1* # A,g,9 ♦2 11 �3 5154% 2��8 '2 2821 13p1 1, ♦ 1231 961 S,,,b•'! 391 MMti J 3x� `335}46% 20 pyF 3xs`� it�8� )991) 12 AV a ed Re$ Sstcl S b© �� OAE� j`ipE: k�din9 Code pt1Rt 5a6 6VI CoOE�NSt �,p13t 'Q� * 03 E� o �aA b 5.b X110 RAF EIV,1•Ow. (Se) ►aEO'E03 *�� oa G p �REMEN�S• ZR SS NECK S SO� fi1A BR���N Aa�203 y9 2 12 o 110 FRES 1►Np 1) RB s2 b_i pES NI TES 10 5 b 12 SEE 1w QM,,/iCC�I j-A-Q b2• X51) GQMM 993 of no<<o� 10 j/6 Q� Al91 x.1/2. 5S� 25 c 1 h`f. Cclel161. 1I�d6x..5 29' S t oAtE' :to Gtyon at A-75* U2t:61. tp Sa p31. 1P dgt is SCOOO -1 AA a .A• tAU`'`', GENtEX Ma%1nN► bd Do I �t�ott 01 Q Cp0E ENG Ct Mai �Total �aAd QetI CO `EN �p 2XA +�1 OSSP p�P ssu' Mb% ,Psf) tG A 11 SP Np CfV8gg8 �tJG ydA�Ic 0 SC -Ovell, 2xA 6 3 P 0 t O y0 1G 0 NEgS NAY 9f 00IIE0E 2,0- ExCEpt AS II LUMBER SMALL K OF THE SPECIFIED MINIMUM SPADES 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 J0 INDICATES LATERAL SPACING MEMBER (TVA MIM.1 SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. SPACED BY EITHER 3/9' MINI PLVWOOO SHEATMINQ //2' 14) INSTALLATION AND EAECTION OF INE TRUSS, PEVA"NI. AID IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT FECOMMI!t"O TO OCCUR (WIN) DRYWALL OR SPACING MEMBERS SPACED 30' O.C. IMAX), TEMPORARY BRACING SHOULD K DOME IN ACCOpDAMM WITH FOR Ott ION ASK BRACED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT T►t SPACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL MATERS: UBC 2342. FMA TCB 2014. SBCC III ALL COMPRESSION CHM MEMBERS ASSUMED TO K CONTINUOUSLY151 THIS DESIGN CONFOWf TO CIWMENT IPI DEBION SKCIFICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 66-125 SPACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 6) THIS TRUSS HAS SEEN OESIOKO FOR THE LOADING SHOWN IMIN,J DRYWALL 094 BRACING MEMBERS SPACED AT 16' 0. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OKY. ON THIS DRAWING. tNSIALLATION AND USE SMALL CONFORM (MAX), UNLESS NOTED OTHERWISE. IN NO MEMBER OF THE TRUSS MAY K CUT OR MODIFIED IN ANY MAY. 4) CON/ECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH T141S DESIGN. 12) IN INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH IKONS SLOTS? AND THE ORIENTATION OF THE % ?MIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TPUSSES. SEE MIB-91 FOR RECOMMENDATIONS %I IF CALL OUT I -CONFIG()RATION AND LOADING SPECIFIE6 BY FASAZCATOA -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 5-9-1 4-10-9 5-0-5 5-9-0 Max Height B-2-3 37 PLF 12 SXS �6 1928 a• 1630 990 �e MW WARNING MM BE9BlNG SIRE S CEEDEO I SE BEARING REA ( 12 101# 6 ✓ '9fe 19540 36990 3543/ 37191 f9220 PR 7602# 75020 M 13.51103X(16.2251) 13.51103x(16.2 n 715 PLF �I f n 7x9 300 8x7 x BUILDING TYPE: Enclosed Residential TW CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 wo 5-9-1 4-10-9 5-0-5 5-8-0 MEAN ROOF HEIGHT: 131 1206 12 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: Z It AT EACH SUPPORT. 21-4-0 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusses: 1 One Half of 30-0-0 Trusses supported by Bot Chord Maximum deflection occurred at bottom joint Q. FASTEN EACH PLY TOGETHER WITH: 3 Members R4Qu1T'ed Maximum Live Load Deflection of .131' (2/16), Index-.184, (L/19541 TOP 15d Mal Is 12'O.C. Maximum Total Load Deflection of .205' (3/16). Index-.192, (L/1249) 807 15d Nails WEB 16d Nails 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LIMBER TRUSS. 21*4' STUB GIRDER OPG. 0 ALPINE ENGINEERED PRODUCTS Inc V_j-wO 2-0-0 LL TC 30 2X4 12 N SP ENG. FOR: TRITE TRUSS INC. - 1801 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mar 1993 GRAND PRAIRIE. TX 75051 7'1 OL TC 7 2X6 i1 N SP LAYOUT 10: (214) 660-3940 L LL BC 0 WEBS 520 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE - 33.33 TOTAL 47 7/4 EXCEPT AS MAY BE NOTED ��1( x - ' tbl. II ► II I II Q1. QI► !• �I! 21- 411 I i FLAT db i 1 _. I0too-r j tc�a t a_s. 2(� Lo 2.-¢II 5 d11 Olt li � � '2 7 - 1 4^10 24�1� / � P-7 Loa 7 r ` � S IL d ( I i . F i I y3 F ra o-N4 :3 I q ' _ i r 0 vAu 7- j1 I R LaA��� o I II I, {I I II � i1 I... _ ► h i I-.IO-- 2_.. _I(: __ I_ tcn I- ci 10 4L Ap - -- - — —`i i I 6TTtC FtV/ r I �ccc.esS f ' CA 0 i I _��-:1- .�I! 51. oII s�_c� II 5�- � {I I5i• �"," � t _� 2 114II n, c7 f Ptx 'PA �K�� �AC�� ...____ .w.__.___.,_..__._ _.._ __.._ ._. ...._...._____..,,...,..__,...-._......_ ._..-. � �►� Oar � �� � _ 2- carp Gv 9-,&(ar~ AY pz C/Tri A o� It _�trxr cry ovr '�,,`, .'•,\, lac I -r� r I �-S_ -:-- .r. �azr�- r2" ��-r>a. 22 MAY 181993 Building and Zoning _. r REVISION DATE PLAN NO. DRAWN BY: [Ira � ntex Homes BIOS IRM\/l Be n DATE: REVISION DATE NORTH FLORIDA DIVISION REVISION DATE S.F. LIVING AREA CKED BY: S.F.GARAGE S.F.COVERED PATIO SHEET OF REVISION I� DATE COPYRIGHT 018_ S.F.COVERED ENTRY �• 1 _► - P I ' I Y I Ll :l�s -F?G�7N1it[nV I I I I i 1 - I cif l I t - I I i4( I I I —��.�CtT���CII-, I I � I ( I I I I I I I 7 4Z \V-4 - a. I .1 I f� I =7 IL-J -1 n- y E EJ ' i - ,S , /579 PIAN NO, DRAWN BY: REVISION DATE `L. n. tex Hames _ DATE REVISION DATE NORTH FLORIDA DIVISION REVISION DATE. S.F.LIVING:AREA CKED BY: S.F.GARAGE S.F..COVERED PATIO SHEET OF REVISION DATE COPYRIGHT 019— S.F.COVERED ENTRY Ll� G f« •'4t:. r '� - .._ _ - _ �,--rte _ .�'�� _ • i ! 4� h79 ,.. : T a: 5 E7, PEA. : 7. DRAWN BY: REVISION DA1T1 ` xHomes ';: DATE: REVISION. Da TE �C RFH FLORIDA DIVISION R�vIs1oN oa�TE .... . M :cxED BY: r S.F..�.IVINGARIErA ::;;`•.' S.F. F:GARAGE'. $ G43ht: x• - S.F.COVEAI=_E3 PATIO SHEET OF REVISION. DAVE . COPYRIGHT 019 S.F.COVERE13 ENTRY All r As D,P