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Permit 1618 Linkside Dr (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING Ll UNDER SLAB PLUMBING SLAB FRAMING / U COVER-UP 't;;- INSULATION S�rr� Z FINAL BUILDING CERTIFICATE OF OCCUPANCY C-9 ELECTRICAL PERMIT # rl!� 'I INSPECTIONS ROUGH 'S, C g T FINAL ✓ MECHANICAL PERMIT # - PLUMBING PERMIT # ( NOTES: TRANSFORMERS: UNDER BOO V. OVER 800 V. NO. J�KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER SIGN EACH FORWARDED TOTAL FEES MAP SHOWING BOUNDARY SURVEY OF LOT 4M BLOCK AS SHOWN ON MAP OF 5451z 1114 L AAVZ �. 2 41A117 2 AS RECORDED IN PLAT BOOK 47 PAGES 40 OOF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: C"eac-L .r //O.wF,J C4a10.24rA:W NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 1� IL 9�1 tik or Jx� 60 ot) ID c %..ar;,,2, "N, 171 Q WLk N b � •.a � ol� 0 . ti V � �v1 � m4'7• � � ao � ` � q( � y tj o O ,� ',4:0• , � N � a V Q cavctErc � NV PArw � 0o or _.,.°••rte Iu D'314 Jo cor iZ co 7' 124. LST /zs f%vAc sell"IeV 6-?/-�f .lord: sler /e4A/ ,yvTa<o) FdvND 4tL A*441 a 4_100,11rvs uvp 7A0 04usK4p4-216-IP1f NosV: Auravv ,4c1.. C,0AWeWs- I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND. TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-8,FLA.ADMINISTRATIVE CODE i CONCRETE MONUMENT (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH �.1t�r�n'.,r MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY, 1/2"FOUND IRON t/11, L' O 1/2"SET IRON-L.B.1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD B.R.L. SUILUINU RESTRICTION LINE ZONE !x" AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. ' CENTRAL. ANULE �p DATED-/7-09 1043 NALDO AVE. JACKSONVILLE, FLA 32207 R RAUIUS MAPCOMMUNITY PANEL NO 120p�j- A ARC DISTANCE -co 7'V *'r 9TcAwv'a 9�,vgY,fcAs/o.} ` CH. CHORD DISTANCE P.C. POINT OF CURVATURE SURVEYED d&=W 19 �A �1r P.T. POINT OF TANGENCY SCALE: EOISTERED SURVEYOR NO.44,#/ FLA. P.R.0 POINT OF REVERSE CURVE ��' ✓ase' A• P.C.C. POINT'OF COMPOUND CURVE /+vc�, JR. FIELD BOOK CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5M-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23992 Address: -1618 LINKSIDE DRIVE SOUTH Permit Type: ROOM ADDITION ATLANTIC BEACH, FLORIDA 32233 Class of.Work: ADDITION Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s)-.134 Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 5/01/2002_ . Name: MADDEN, JOHN & HELEN Total Fees: 165.00 Address: - 1618 LINKSIDE DR. SOUTH Amount Paid: 165.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/01/2002 . Phone: '(000)000-0000 Work Desc: ADDITION OF SUNRQOM CONTRACTORS APPLICATION FEES GUTHMILLER &ASSOCIATES, INC. 165.00 ' ivy -?� K^. �C�- _ +�..�- •- -� ?•� �• ..�x:✓.'moi-."!x +_v {2� �:. `=.>.... "1 RD'S a.fit-• � ��:,'�"=sr"'�S, . R NOTIC TION BUILDING MATERI MUST BE CLEARED' FAILURE TO CO _ ;-LAW ,! - THE PROPERTY OWNER _ s ISSUED ACCORDING TO APP - SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE = - - Oiler: WYLE Type, • OC -Drawer: 1 c Date: 5/93/92-81 Receipt 00: X29 TAT LA IC.BEACH ILDIN PT. 14 pER)fITS-BUILDING 1 S]65.90 98191983221999 1 1618LINKSIDES 4'K 1729 $165.90 Tr"s d6te: 5103/02 Ties: 10:28:19 CITY *SOF ATLANTIC BEACH PERMIT CALCULATION SHEET AddressZ6 / d" IA-) t-/J / p f ])rL . 16 Date �-- Heated Square Footage @ $ per sq ft = $ i� Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ %J yl Deck � @ $ per sq ft = $ '� 1J Patio @ $ per sq ft = $ TOTAL VALUATION : $ 8 C^_ 00 0 Sf� $ l f, Total Valuation 1st $ / 6.0 b 0 o 'Ll 17 Z $ Tom, Remaining Value $f. per thousand or portion thereof TOTAL BUILDING FEE $ 77 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ (o WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $` CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ f S ADDITIONAL PERMITS OR FEES : Mechanical ,; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : S4„ C ' City of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 b A Phone: (904) 247-5800 • FAX (904)247-5805• http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND`-ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS /j? �oa7q c. As k, FL APPLICANT '.J d kn Ae-1 Yl. ADDRESS (OI a Lj G PHONE: DZ/ 09-4 $1 a, Jln, 3aa33 LEGAL DESCRIPTION: BLOCK NUMBERu',+ a LOT NUMBER ZONING DISTRICT DISTRICT CONTRACTOR 9& STATE LICENSE NUMBER 9 C O 4I �/7 ADDRESSJ'//O Jl� PHONE * 6 CITYvaC-6KVjIIC STATE FL ZIP FAX Q Z/— '73a - 7a 6 � DESCRIBE PROPOSED USE AND WORK TO BE DONEE 7-i e K. D10- -5-4 ,k ron vv-,- PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION &&-n Is this an addition? Ir-5 If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? A/O New electrical or increase in service?Aiw 4F2 New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required'? A10 If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 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 904-247-5817. 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 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 02/UM STEP 3. Please submit 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 BeaclijL 32233 Telephone' (904)247-5826 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. k I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER A DATE y_ /k-Ca Z..._ I HEREBY CERTIFY THAT I HA • AD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRALTO _,t e2le,14. DATE �Lo-z- ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME bAl,'1" vin,t Y 4—A"oG MAILING ADDRESS—40 4 a ar e_ R d . a L 3 a a S PHONE 9 p -?3 a- a lq 3 FAX O - 3a- 74 E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF C Ja.A ` C/ STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE K'_;� r .z SUZANNE M,SPEAR" AS TO OWNER: E] Personally known `"� �'s i MY COMMISSION ti CC 939032 EXPIRES:May E] Produced identification •• , eonaedrhruNoufyFt�iWidUhgters Type of identification produced Af AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 2f28102 Book 1Q446 Page ia10 A}N. RST' Doul 2002107377 NOTICE OF COMMENCEMENT Pa 10446 lato Filed a Recorded 04/17/2002 09:56:33 AM JIM FULLER STATE OF FLORIDA CLERK CIRCUIT COURT COUNTY OF f THRUST� S 1.00 RECORDING t 5.00 The UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice(of Commencement L( I Legal description of property(and address if available) t�C 7 '1 �J��ll vi L!ti�K51 d UiU i Die A4/,g ku� b ch 32-2- 3 -3 2 General description of improvements: 3. Owner information: � a. Name and address: IW `� k b o N(Cl3"( yj b. Interest in property: ----fee simple or other( }. c. Name and address of fee simple title holder(if other than owner): 4 Contractor (name and address) �u� �r i��er k 175soc+arrs/` �=1'1� �t'y aCl Jacksonville FL 322-5_7 5 Surety: I a. Name and address: none. b. Amount of bond: $ 6 Lender or person making a loan for the construction of the improvements (name and address) 7 Persons within the State of Florida designated by Owner upon whom Notices or other documents rrlay be served as provided by Section 713.13(1)(a)7, Florida Statutes(name and address): 8 In addition to himself, Owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.31(1)(b) Florida Statutes. (Fill in at Owner's option).: 9 Expiration date of Notice of Commencement (the expiration dale is 1 year from the date of recording unless a different date is specified): Ow er Sworn to and subscribed before me this day of 2-00 E M.SPEARW �. MY�p�ISS14N N CC 939032 Wap UPC c -- ---- -- "": : = EXPIRES:May 21,W 9ond�d ThN Nohry PubMo Undeiwrt�ts DEPARTMENT OF PUBLIC WORKS . Building and Zoning Inspection Division � o HOMEOWNER ENCLOSURE AFFIDAVIT J�CKSONV��` The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted. Type A: enclosure with,glass windows, insulated walls, with or without heat/air conditioning s considered an addition by the code. This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. Type B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements. If you are installing a Type B enclosure, it may be difficult to later retrofit to Type A. I �/ ') �1 17/7 1,11,4 ,�,/have read the above, and am aware I am installing a Type (homeowner) AB_ (check one) enclosure. Signature /5 Zed (homeowner) (Da e) (Notary) "It'rps, MYCOMMtSSI t4#CC939032 Date) EXPIRES,Mwy 21,2004 eon0d Thra Notj y p,0%tsnd�rxd�+�a My Commission Bpires: Grtlzf AUutBG0� A{IE:A G01)1 90 ! JA KSONVII LE. FL0RIDA 32202 ;i4U� MAP SHOWING BOUNDARY SURVEY OF LOT 134, ACCORDING TO THE PLAT OF S!:)M,vkLwV11"I'mmimm a AS RECORDED IN PLAT BOOK 47 , PAGE(S) 85, 85A & 85B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JOHN W. MADDEN, HELEN T. MADDEN, ATTORNEYS' TITLE INSURANCE FUND, INC. , ALLIANCE MORTGAGE COMPANY AND LAWRENCE E. HAYDEN, JR. ESQUIRE. I P.T., 1/2' LINK31DE DRIVE SOUTH ^�8 1/2" �'��`!ykti°�J ; " ^ .'• CORP 4144 city of eta t> Atlantic 3 a s j '!fid veri!)ss een •1applicable Ot" :�ti::• : aQr��;"�`" soMr►y, subIII, l cal land 1/2" y ::.f::'::': :• 6 (� dwNopinsnl p� t1 constitute CORP 17043?,' .' 1o�+pap t>I�pormib. Compliance 1i ate;:•:• (yJ r °isMldf and on other applicable y ��. !It;.'::.: •• :' ��::: '• h boom, igIIM s+td Fsifielat requirements , 7 Ifnust i e vwmw of the C �b JU=G �,�� _r 1/2 P _ — °F r�J !� 160. CORP 1704 SUN% e� 160213'. ILS r 1/2- CROASDELL ae �'- LB 6219.-p7'„ a� J� - _ COVF]iED 1` L(j{ TRY 1-STORY p S t7 O STUCCO I O Ih o 0 j RESIDENCE -0- O L0 NO. 151524. tij t M 9 - as :.pA1w::. A/eLL) 3 w _140 _.._- �/' : Z C o o is Zp N N Ot• v+ asJY-A.E. - JACKSONVILLE ELECTRIC AUTHORITY EASEMENT OD m Z 30 18 0 30 60 MOM GRAPHIC SCALE 1/2" REBAR 1/2" i• .. 30' CROLABS6219 50.00'(8) RLS 4144 a1' ar N 00'34'00" W ar N 0015'53' IN, 40.a2'(M) LOT 127 LOT 126 LOT 125 E Y 0 ��1.BEARINGS ARE BASED ON PANOTES, S BOOK 47 . PACE 558. 2. TRU SCIURE NO. 1515 SHOW HEREON LIES VIM FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD YAPS PANEL NO. 1 DAZED 0411711989• ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE DMT OF UNDERGROUND FOOTING'' LAND & ENGINEERING SURVEYS PIPES AND UMU71 S, IF ANY NOT DETERI/MED. 4.JURISDICTIONAL AND/OR EN;IRONMEwTALLY SENSi11VE AREAS IF ANY, NOT S SBAd 64dNO/A4G �wf.�vt�'O LOCATED V THIS s � 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE �� JACKSONVILLE, FLORIDA 32210 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYM FOR EAMINTS, TITLE, J 904-771-6468 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 ti.UNLESS OTfI WSE STATED ALL IRON PiPES FOUND HAVE NO IDENTIFICATION. V 7.NOT VALID WITHOUT THE SGNATURE AND THE ORIGINAL RAISED SEAL OF A FL=k UaNSED SUR*YM AND YAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LE4EgDIA11111111111tliATftoNle DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 SET IRON PIPE MARKED P.C. - POINT OF CURVE STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER " ASSOC. SURVEY " OR L.B. SM P.T. - POINT OF TANGENCY 81G t9R1QA MINISM9904 COD 472, F.S. ' FOUND IRON PIN OR PIPE P.R.C.- POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT P.C.C.- POINT OF COMPOUND CURVE X . • •CROSS CLOT OR DRILL HOLE C/L CE1iIERl1At BY: CHARLES B: HATCHER x—x CHAIN LINK FENCE C11// CONCRETE MONUMEiIT fLORiDA Ct=RT1FlCATE N0. 3771 W—W ' • • ' • ' ' • ' • • WIRE FENCE R/W RIGHT OF WAY t}-0• • • • • • • • • • • • WOOD FENCE B.R.L - BUILDING RESTRICTION UNE JOB NO. 1778%Z7/49 DATENa �eio R CENTRAL ANGLE (R) - RECORD SCALE: i 0' DRAFTER TOM ZEFF RADIUS M) MEASURED L ARC I.ETNCTH CONC.- CONCRETE ��'� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION F6R1960OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions.Renovations&Building Systems Department of Community Affairs Comp0t ,p with Method Cot Chapter 6 of the Florida Energy E"rr?nc;CCCe may be demonssraled by The use of Form 600C.9 7 for additions of 600 sCuare feet or less almariefaelured homes,and renovations to single and mu:Idamd;res:^_ences Al!ema!r.e me!hocs are;rov ded for additions by use of Form 6008-97;r 6COA 97 PROJECT NAME: /til eAj `I . UNN BUILDER: Gk-+k v,,i 11&1— + Assoc_; f�S AND ADDRESS: 1101k L p(� PERMITTING CLIMATE r ' 3 2--15 3 OFFICE: ZONE: 1 2 [13 11 OWNER: PERMIT N0. JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of condaroned area) Prescriptive requirements in Tables 6G1.6C 2 and 6C-3 acpty on v to rte cDmp~ts of the addition,not to the existing building. Space healing,cooling,and water heating equipment efficiency levels must be met only when equipr"er,,-sslalte^ SpeC1ACaIly to Serve the addition or is being installed in conjunction with the addition construction Components separating unconditioned spaces from Conditioned spaces m;;Sl meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value o!Me buoc Preeeriptive requirements in Tables 6C-1 and 6C.2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS Q°!y s to ifisteped oomporlents and features are covered by INS form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. _ 4. Conditioned floor area (sq. ft.) 4. 5. Pr9dominant eave overhang (ft.) 5. 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: 0 a. Slab-on-grade (R-value) 8a. R= lin. ft. b. Wood, raised (R-value) 8b. R= sq. ft. _ c. Wood, common (R-value) 8C. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. _ e. Concrete, commonR-value ( ) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. C.* Marriage Walls of Multiple Units' (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 1 Oa. R= sq. ft. b. Single assembly (Insulation R-value) 1Ob. R= sq. ft. 11. Cooling system' (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 12. Heating system': (Types:heat pump, elec. strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System': a. Backflow damper or single package systems' (Yes/No) 13a. b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: t Pefta4w to manufactured homes with site installed components. I hereby certifyy th he plans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance OOmpYenCe weth e F rida er y with the Florida Energy Code. Before construction Is completed,this building will be �PWAMD By: DATE:�Kvl inspected for compliance in accordance with Section 553.908,F.S. I hefeby Certify th s but in Inco p rice wan the Florida Energy Cod . euaolNO OFFICIAL: owliamAGIM.- CATE --0 DATE: _ . Revised 1998 mECESUNROOMS•CONSERVATORIES•PA'no ROOMS {+ GLASS R SCREEN ENCLOSURES•SK%'Lm"5 OntdoorLivfng...Indoors" FOUR SEASONS SOLAR PRODUCTS CORP. Veterans MemorialHighway,Holbrook, ew o t ry .�> Tel(631)563-4000•Fax(631)218-9076 a G� u4S'a '2 1-800-FOUR-SEASONS(1-800-368-7732) Intemet http:/Mww.four-seasons-sunrooms.com E-Mail info@four-seasons-sunrooms.com ENGINEERING CALCULATIONS STANDARD SERIES 230 PATIO GREAT ROOM 18' PROJECTION BY 14' FRONT WALL WITH 4" OSB ROOF PANELS WITH H-BEAMS AT 48" ON CENTER AND 7" TUBE RIDGE BEAM W/STEEL INSERT FOR THE MADDEN RESIDENCEiPPROVEC MY OF LOCATED AT 1618 LINKSIDE DRIVE SOUTH BUILDINGNTIC OFFICE ATLANTIC BEACH, FLORIDA DATE: April 12 2002 FY'L, THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR a m L cm 20 psf ROOF LOAD a)o 120 mph WIND LOAD " ° " lzv Ln z �AS PER THE 2001 FLORIDA BUILDING CODE °' - cLi cv ~ c AND EITHER MEETS OR EXCEEDS THESE LOADINGS ca _j N o 1 U- N NOTES: 1. THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, BUT NOT INCLUDING, THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION. THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB BY OTHERS. 2. THIS UNIT HAS BEEN EVALUATED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE SECTION 1606.1.4.1 FOR PARTIALLY OPEN STRUCTURES AND COMPLIES WITH THE APPLICABLE PROVISIONS OF ASCE 7. e , r � r r : - : . . 11 - � rr • s • 11 • ' r • • . e 224 r • • 1 3 {i ma Ali `M F{ +'S��i"�`�aA"" .M' " tEaX �z.�L•�3",.£ "E,�.sX'}.�'z� T,.w:�_G�n�•� ? - �. N� �J� 2 . S,J .rtyL •.per '"^^4 i,Yc R N"S `N ay ,ct �'yLaYac'° � '3 'K4� G'—yP@;. ] �9 ''. oLt a °'� � ``iF rr ' „'"-. �F ..F #r i'' �•-v"v �� -*-�"1 7 N -�- v-.,'.�as� t��,�, �' y`s 1#�ea-�. `, w.�r`�Hi•`,�'��- 3�r �``r aa..- --`a...&° "miGa .ac�-+Nc h .. r.- r.e..'E'�:> } + fit L1 { '.a, ° L: ''�a_t4 "- 3&:.'#"sr-'� P 1 ry 8 ""T^ 72 x* �+�3_ {':, -. � 7�� „�T.7"�.�'y'f,» ''d�s'•,�"Y`Y`�s'��b e��-c�' "{-5'Y.w., � .,��zr-�' �.may .+,. J�'p.�y V y, '�^eb^ 'S` '' 1 �� § �aC,yjd, J ' ].. ,.,y.Neev'•f �'s'�.-m �'� � '?;r. k' � W..�3 4 `.'d��5��4".4 .� a��'�� ^.r.' "'�.t��e•��,e, ��,3"u`��a � -..t� �� '�'�4� `§ A it 8a �•::�4 � -"�"' xr'X'a�°"C.�"*„C""k'f^`��.�y,, 'ss.�x+�.a,.� x�.�`��'4 ;� 's sz....s`h� t • ��x$.@ _ q'�..(' S`` .�.r.A�- Fl� °.� J<'��7/.....-0�Gi'3.KnR A�'� �AvX"i�'L Ne+'S.+S}.A=��i Si' �L>5� -$��4� • At J 12, y x 1 t '7105 j' i' •, • d ='°t*Po..,r r�.t ,�'��n x�x�� -�t:d ,".�"`�y �' a�r'. ��s^ .f'��' MII�M ' , P .O1 Aug- 18-97 09 : 52A CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:._, IMPORTANT NOTICE: Cvi.7'�'f �3 `I� IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MAS�Te' ECTRICIAN SIGNATURE JQURNEYMAN NAME. _1_•4��^�L`^ ADDRESS:_,*, g U^X 3: RFD BOX BLDG.SIZE —BETWEEN: RES.�( APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. I ) NEW( ? OLD ( ) RE W. ( ) ADDITION TRAILER ( ! TEMP. ( ! SIGNS ( ) SO. FT. ' SERVICE: NEW( ! INCREASE ( ! REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. TWITCH OR BREAKER AMPS PW W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED _ OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED O.100 AMPS. •OVER_ • APPLIANCES _ — � �—BELL TRANSF. AIR N.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW,HEAT l 0.1 OVER MOTORS H.P. VOJJAGE PMS NO. I N.P. VOLTAGE PHS MISCELLANEOUS Wire. Sy 0 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO, KVA N0. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTALFEES CITY OF r Office of Building Official REQUEST FOR INSPECTIQ Date __... _ Permit No. Time A.M. Received PM. wi I< Job Address Locality OwnNamers Mad� _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing D Rough Wiring D Rough D Air Gond.& ❑ Re Ranting Ci Stab �' Temp Pole n Top Out D Heating Insulation D Lintel D Final D Sewer D Fire Place D Pre Fab READY FOR INSPECTION Mon. Tues. /'J Wed. Thu Friday 1 ,\f) t/ A.M. Inspection Made 4 PM. Inspector Final Inspection D Certificate of Occupancy D Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received PM Jot dress Locality Owner's onim Name Contractor C�qw--j UILDIN CONCRETE rLECTRICA PLUMBING MECHANICAL g Framing 17— Footing 'El mg C1 Rough El Air Cond.& ❑ Re Roofing 0 Stab D Temp Pole Fj Top Out C] Heating Insulation V11 Lintel 0 Final U Sewer 0 Fire Place ❑ Pre Fa REAnv..=OR INSPECTION Mon. Tues, Wed Thurs. Friday A.M. Inspection Made P.M.— Inspector— Final Inspection, Certificate of Occupancy Fj Date CITY OF rct�c �'eac�i - ��Cruda 800 SEMINOLE ROAD _ __- -- --- ------- - ---- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)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 Sincerely, Building Department Tertifiraft of Mccuparg (situ of Atlantic N=4 -- Nluribn Npartment of Nnrlbing 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. 14 8 Use Classification D,1.`2 W - Bldg. Permit No. 5,) Group YV-.e.'r&(rt Type Construction Fire District All l a t is B;'.r1ch Owner of Building CC`=CC.ti l.t:,il Er-i,-.E3Address hrj .i, SUtYt �t�1T1� �i > ing Address Dr.S. Locality A c l an t l c B L' c h y � - C Buildi�ig Offi jal Date: f t POST IN A CONSPICUOUS PLACE 006 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 1.14 BLOCK AS SHOWN ON MAP OF szz i�� 4�lxl r , _ AS RECORDED IN PLAT BOOK PAGES A dIISSOF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FIA. FOR' VOTE BEA tJGS SHOWty HEREON ARE BASED ON THE ABOVE MENTION PIAT. �G 1 1) lip vIJ K V ?too# W t h h �1 � W � +� 1 ti ►� v� 0 * w g as' v z4W a 0 V Q �aue,PerE b �Q r 1994 Pu=,iidin and ZonOga (4144 S*'4VAC�1 -71-9-lllf ,ucr6: ser / �.Ro.vev©r,Fo) ,rOv. W dcG orvCle 4WA0 . f uvfe/ovey Mom. fommo ALL Cojlit/E'sf I HEREBY CERTIFY THAI THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND: TK,4N!7,AL STANDARD$FCR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-E.FLA.ADMINISTRATIVE CODE f CONCRETE Nb (P;ASL:AN` ,('SECTION 4'1.Q27.FLORIDA STATUTES},AND FURTHER CERTIFY THAT THERE ARENA VISIBLE ENCROACH- N�rTilr MENTS JFGH THE SJ&ILCT PRONFRTY EXCEPT AS SHOWN ON THIS SURVEY. Ira~wuoirtoN�' 0 1/2"My IRON-L.L 17W FLOOD CERTIFICANE IME 1,07 SMOWN HEREON IS IN FLOOD NRL. NULONIO RENTRNTTION LINE ZONE _4" FS SN<JWN :-IN THE FLOOD INSURANCE RATE CLARSON Am ASSOCIATES, INC. cENrRAL ANou COMM1 ?1 f ZANE- NO +2001.$- ` :0/p-_, DATED /7-00 10"NALDO AVE.JAMONVILLE,PLA 02207 R RADII Ci f-I IL q fi o..1 G /9F�Cy�FG a14/4.* A AMC WTANCE CN. CNOI19 OMTANCEI + �A`/r///'i�/✓ RC, POINT Of pNIVA1dJRE 1iQ«A SURVEYED ✓ � 19 RT. POINT OF TMt 9WV / �D r I ISTERED SURVEYOR NO.44J LA, P.R.O. POINT OF ftsvm E cum SCALE - F.c.c. POINT OF CONAMM cum" FIELD BOOK .5.91f. Phi. a/ CITY OffF 34 Office of Building Official gdq S/3 REQUEST FOR INSPECTION 8? Date_ ` t Permit No. — — Time „{} A.M. Received _P.M. --� 16 14f 4 Job Address Locality Owner's e e �(��a,� Name __ GContractor � ! ' ` �' �� ILDIPJG._. CONCRETE ELECTRICAL1�811 _ ECHANICAL Framing Footinc Rough Wiring _ Rough Air Gond. & �. Re Rooting Slab Temp Pole - Top Out Heating Disufaticr Lintel Final Sever Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. ® A,Mi. Inspection Made --_ � ' Certificate of Occupan Datc tas� ,+CiTY OF tI` 00- �_-A Office Of Building Official t REQUEST FOR INSPECTION Date___ � __-_L�-_--- Permit No. Time Received yl Jc dress Locality Owner's Name ! Contractor BUILDING CONCRETE ELECT- L PLUMBING MECHANICAL Framing Footing - Rough r Air Gond. & =: Re Roofing — Slab 7 Temp Pole C Top Out F Heating Insulation Lintel " i Sewer Fire Place � Pre Fab REA� RqINSrC 1ON A.M. Mon. Tues Wed. Thurs. Friday P.M. A.M. Inspection Mads __ _ �_�_ —� _ _P.M. Final Inspection 1-1 Certificate of Occupancy f_ Date .. r CITY OF s �. �r11 `�ti 4&aa4-c Be4cA-49& Office of Building Official ,ryREQUEST FOR INSPECTION Date C0 Permit No, i Time Received Job Add es Vplity Owner's Name / ' �C C n BUILDING CONCRETE % _ n MECHANICAL Framing Footing ` 4�( Air Cond. & Re Roofing ; Slab - �r"�S'S�, Heating Insulation C Lintel _ ® G Fire Place Pre Fab Mon. Tues. Friday Inspection Made _ Inspector Fina,Ctio ancy U Date _ _ OF ADDITIONSor • • • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /-Q��1i�'!1 r.E'G .7"i c>F :.�f�.e'.�!►:y'y5+�r..�- G;,, It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any port of the work with flooring, lath, earth or other material, until the proper inspector hos had ample time to approve the installation. q After additions_or corrections have been made, calx^/_'_t Building Department for an inspection. field Inspectors are in the office from Monday through Friday. PLUMBING EIEC BLDG. B-4 PRESS HARD-USE BAIL POINT PEN iit -�EkV10E DIVISION JACKSUNVILLE ELECTRIC AUTHORITY ..j..3 WE:6T DUVAL STREET JAS-KSONVILLE, FLORIDA 32202 THE: i=OLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE �Al'1- FACTOkY : �.- ---------- -------------------------------------------------- -------------------------------------------------- -------------------------------------------------- /Enclosed are the blue copies of the permits. 51;;�EHELYy BUILDING INSPECTION DIVISION cc : FILE r e CITY OF Office of Building Official REQUEST FOR INSPECTION Date % Permit No. Time '?'^ A.M. Received Job Address Locality Owner's Name _ _ _� Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring = Rough _. Air Cond.& _ Re Flocifinq Term Pole Top Out Heating # a ion Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, T<30 Friday .P.M. /a s 1A,M.'Inspection Made ._.._.___ vM. inspector Final Inspection 4 Certificate of Occupancy Date CITY 4F ATLANTIC BEACH .W- 12364 R RIDA NAME ADDRESS CITY 04 -7 Signed, Dated and Numbered, This BeeameE ftWo eipr $15,X 51 ReceivWt*a7j4WG4 01 Rpot> 0060107 SNS 509-48 TREASURER Office of Building Official J �Jy7 REQUEST FORINSPECTION Date— 6 — /"L_-- Permit No. -- Time A.N; Received -- Job Addres -- LQ y Owner's (� Name ._ _ c�—_ _ —Contractor BUILDING CONCRETE LECTRICAL PLUMBING MECHANICAL r'raming Footing Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing Slab Temp Pole G, Top Out ❑ Heating Insulation Lintel Final Sewer f,- Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. ir�spection Made l/ — _ P.M. Final Inspection Certificate of Occupancy LJ Date CITY OF 4&4at%c .l Ali-ala '/3 2t-- Office of Building Official REQUEST FOR INSPECTION Date ' ! 7 Permit No. r !' Time �- r A.M. Received Received /�fRP '' --RK Job Address Locality Owner's BUIL CONC ETE LECTRICAL UMBING MECHFNlCA A Footing 01 ough Wirin K-P Rough 0 Air Cond.& C7 Re Rooting 0 Stab C emp o e CJ Top Out £a Heating Insulation ❑ Lintel 0 Final [J Sewer -j Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Wed. urs: Friday P.M. �wction Made Final Inspection nspector Certificate of Occupancy G Date CITY OF ATLANTIC BEACH, FLORIDA a AppravW by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:...S .2 — IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. s .. �/r'�'0 / lv /1/G Q c,�lSs'n►Ar/� ELECT ICAL FIRM; MASTER ELECTUICIAN Q SIGNATURE JQURNE NAME.. ADDRESS:. iICJ �fS�SI, �P..-L RFD SOX BLDG.SIZE BETWEEN: RES.P< APT.I ! COMM.1 1 PUBLIC.( 1 INDUS.I 1 NEW OLD 1 1 REW.( ! ADDITION I 1 TRAILER ( 1 TEMP.( 1 SIGNS ( ! SO.FT. SERVICE: NEWW INCREASE 1 i REPAIR ( 1 FEE ------ CONDUCTOR SIZE4�2AMPS U COPPER I ALUM. IMTCU ORBREAKER AMPS J PH 3W ZOVOLTY EXIST SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30AMPS. 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXEDo-too AMPS. OVER 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 PNS NO. i 11,P. VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. V=. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEE �2, v TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address 8�so�e�c�eesex:ousx :bckarcxa�px�cx�ex:p�eca�aatc, Please update your records accordingly. Than u, BUI DING CLERK CITY OF ATLANTIC BEACH /vcb CITY OF Office of Building Official REQUEST FOR INSPECTION Date 1� � Permit No. ! f" Time A.M•. Received fGry P.M. Job Address Locality Owner's Name ____Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing _ Footing Rough Wiring = Rough C? Au Cond. & CI Re Roofing — Slab Temp Pole T� —7 Heating nsulation Lintel Final er- ❑ Fire Place C' Pre Fab READY FOR INSPECTION A.M. Tues Wed. Thurs. Friday P.r« A. inspection, Made PM. Final Inspection O Certificate of r' Datp DEPART M , ITOF.SuMollNa - CITY. WTIC BEACH _ - PO IT INFORMATION �y rr"rr� LEyCA�yTION INFORMATION M__-_ ._... @ $F w $247 m ` �A+ tlSB'. 3J.i7> LINCIT3 i}RIVESOUH T' P Ir t Typo: M1 CHANICAL ATLANTIC BEACH, FLORIDA 32233 ►f Work- NEW .,,,. ------- - ---------- LEGAL; DESCRIPTION " TY00: WOOD F`RAMR� Lot:,• I34� B I`c��: Shot f on �xr Froposed Use- SINGLE FAMILY f TCwnshit: RNG: 0 SLI ?C�L 4r l Coae 0, QIl; ELVA LNRSbE F it l><t4d Value: $0 00 r0v Post tXT1 '4 7 .(}4 i a ATIONr 4 rr..' APP' LICATI© FEES PtRMIT $47 .00 A c r : DZ,- DRIVE ;SOU STAT"' I #PACT ,FEE B� t�0 � I R .FLORID � � FEE � F^ iiAP rr_,... RA1ON GAS,-H.Rf8 Mtl 1 ►,r.,._ _r R Yom, I RADON �iAi7 �J� $0 .00 Name, vz_ A CA SE•,m 4 3- '' EAK ,ROAI SENM AP $0.00 CRN LLQ, FL 12251 NY 3RAULIC SHARE _, .DQ 3 !_ Type, t CRFOt SS CbNNECTION �� y�3 # y a' IMPAC i L EZ t 4 i �tQ'1T1�1�- ALL C014"ETE]PORMS AND POOTIMS MUST 8E INBrPECUM510C>RE POURING 4 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BU I D IVG MATERIAL,RUABISH AND DEBRIS FROM THIS WORK MUST NOT.BE PLACE JN,PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR DR OWNER f ANICSO OWNE PAYING TwICE,F0 fall `:15SU8# .i4CC41M, ROVEMON" ORDTNG TO APPROVED PLANS WHICH ARE PART OF THIS PERM-1T ANI) SUBJECT Tt3 R8YC1 !! # r a"YIt3LA71QN Of APKACABI E AROVISIONOF LAW. I l.A 1 C Bi A H ItITLDING Dep A, #47 00 14 ., _ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH • ATLANTIC REACH, FLORICA 32233 APPLICATION PCXR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, It, III, and IV. I• 161 LINKSIDE DRIVE 5 LOCATION str..t Addretti:_ OF ►ntarNcting Steals: let-eon SEMINOLE ROAD And ATLANTIC BLVD _. BUILDING Sub•tfh►uon SELVA LINKSIDE, Il. IDENTIFICATION -- To be completed by all applicants In eon$doretiom of permit givtn for doing the work at described in the ebcr• statement we herebya9 to to pt,fcrm laid wo•i e::: ae•:e with the attect�d plane and speeilk*60ns which are a pert hereof end in eccordonce wile she C;ty of JacisonriPe ord;�ar•ces a^a s'6-3e•os of good practice listed tharoin. Name e1 ►beheaiea! C�ntrteiurs Contract« MANDARIN HEATING AND AIR M.stWr CACA12623 Hansa of 3 ►sporty Owner CENTEX HOMES Stsatvra of O.naaSignature of w Awtlswassf Agent J Archi ed or Engines? IU. 04241 0 AL INFORMATION A. Typo of heating fuel: B' 15 OTNZR CONSTRUCTION ®LING Dd+tZ ON soctrie THIS BUILDING ONE SITEEI—YES ❑ Gas—C3 It C] Natural Q Central Utility for YES, GIVE NUTAeEN Of CONSTRUCTION Q 04y ,►r�tT 808 Q p*e, — Specify IV. ►pCK4 ICAL EQUIFMiNT TO tE INSTALM NA//"TUAE OF WORK }provide complete Kat of eomponoeh on Mel of this form) C9• Residential or (� Commercial Heel Q Spee a Recessed L3� eanfnal O Hoo. A New Building Air Co+ d6^ingt 13 Room cl�Centro) 0 Existing Building Q�•aN Syo.m: hlet.ri.1 DUCTBOARD/FI. j" 1 tt Ca Rt3placem nt of existing system mosimum capacity 1000 - of M Ncsw iwattation(No sys:um previously installed) C7 Extanston or add-on to u�isUng sysiam Q Refrigentioe Cl Other -- Specify Q C44449 tower: Capecity av m► Q fire tpinklem: NvmMr of h"A- �— (> Eiewto. C] hfettlih C3 Eeulator }twmbwl THIS $FACE FOR Off►CE UST: ONLY Q Geaoxao pvmp4 }ttYmbr) s (R."".44) Q Telt... .. Ietlmb") Itameris Q LPQ cawlai•e� (twmbar} Q 1.1104(04 preuvre vftm Q 5#2ere rarmsit ANpmvod by DO t Q Cts Specifyi Ycrr+sif few r LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT :ty Xttane!aVtslta D�aecslptloa ?rrrrr##+tt Nursttk 7�:�cn�sd�tu>er C1 ` WRQ30 ��TRANE UL 10. =ATM ti FU"hCF T, .�+k P3RETL1► Cap�,r�y Aypsv�tuY Numb"U`tsite Thaecripttaw Mout Nurnber x4aufactum (k7Tl"3 Ait�7 1 A 0 000— KW UL 7.25 CITY OF Office of Building Official REQUEST FOR INSPECTION Date __-,9 Permit No. _ Time ,'.r J A.M. Receivfejd Jo ddress __ cality Owner's Name __Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing C Rough Wiringou Air Cond.& Re Rooting E Slab E Temp Pole ❑ Top Out E Heating Insulation C. Lintel t1 Final C,, Sewer G Fire Place �. Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made InspectorFinal Inspection ell Certificate of Occupancy Date Psi+P44, $132 R pEPARTMENT OF BUILDINO CITY OF ATLANTIC BEACH -- PERMIT I1�FORMATION -� __� ..__.... ._.. LOCATION INFORMATION ---__ el Number: 8132 Address: 161.8 LINKSIDE DRIVE SOUTH Permit *hype: PLUMBING ATLANTic REACH, FLORIDA 32233 Clays ' of Work a NEW --------- » LEGAL DESCRIPTION , --- ; Constr. Type;: WOOD FRAME Lot: IIIoGk: Section: lraposed Use. SINGLE FAMILY Township: RNC: 0 bwellings: 1 Code: 0 subdivision: S9LVA, LINKSIDE Lstil ted value: $0 .00 I.r prov'. cost : $0 ,00 Total Fees : $60 . 50 Amount " $60.50 �a►t `1 5194 , i UMBING IN NEW SINGLE FAMILY RRSIDENCL .._ .� ION ,..._� APPLICATION FEES » .. !' PERMIT $60 .50 Add�� ' . PrRlvi S t3 � WATER IMPACT FEE 50.00 � FLOR DA 32 6 " SE 1' ICAC FEE $0.00 Ph4 t,7 0 �" APS 41 ,S � ., " _ } FORMATI91 - RADON CAS 506 $0140 _ 'NameCAPITAL IMPROVE. $0 .00 Addx oss: 2 3� iDI BLVD �� . ..�... . .. � ' �. SER E. TAI' .. m �._ $0 .00 W.....b 0 HYDRAULIC SHARE $0 .'00 cense: CF001 Type. 4 CRASS CONNECTION $0.00 SEC,R IMPACT"FEE q0 COST. SURCHARGE $0 0 p f NOTES, i I 3 NOTICE—ALL CONCRETEFORM$AND FOOTINGS MIST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUIU3ING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE AND MUST BE CLEARED-UP AND HAULED AWAY'BY EITHER CONTRACTOR,OR OWNER 1A��►UiE TCt COMPLY WITH THE MECHANICS', LIEN LAW CAN RESULT IN THE, flP F 1'Y CIW IER PAYING TWICE PCT BUILDING 1MROVEM NT ." iS3ak1ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR IDf1iON OF APPLICABLE PROVISIONS OF LAW. 17 AfiLANT1C ACKBUIL i By. .. . � . CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. LN� ..S OWNER OF PROPERTY: BUILDING CONTRACTOR:✓-� PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: F. U. bUA 14bbtS JACKSONVILLE, FL. 32210 (904) 772-0900 TELEPHONE NUMBER: STATE LICENSE NO: i UFU - 0 19 194 TYPE OF BUILDING: C409 TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURE INSTALLED �3INKS SHOWERS `L LAVATORY WATER HEATERS BATH TUBS _DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTBER_ TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT ZDITION40F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 �f r .8048 K ' d sin DEPARTMENT 4F BUILA4W{ x 10 # i CITY OF ATLANTIC,BEAOR I?Tri �y 411 ,.-. .: +lIT INFO +IATIO�# - -- _ LC}C�►TIt}N INFCfRMATI4R -� Pert ;t l�iu r►ber; 8048 Address: 1618 LIN�CSIDE DRIVESUM Permit hype;: BUILDINGATLUTIC BEACH, FLORIDA 3243 3 S lass o Wor%: NEW � ._ _�.�..,..�. LEGAL DESCRIPTIOM _,,.._,� wCazastr. Ty e: WOOD FRAME Lot : 134. Sl+ouk: Section: PripOIed : SINGLE FAMILY To nahhipl: RNO: 0 9 ioellin_gs:. l Code: 0 Subdivision: SELVA LINXSIDE #2 j E dilated Value: $79936.00f Imvzcv'. .Cost: $0,.00 ',;Total P` $2723. 44 Amo. $2723. 44 j� 1,14 4 T 4J u, I A MP o ,..... APPL I CAT I Oft FEES F "msu w� . f, ;� x TATE PEFI+IIT $58 .4t3 Add a ,t: IDE 'DRIVE WEST VAT IMPACT FEE 430.00 , i I H, FLOR I,D FEE , fi � � i : Gsf" T 'u �►DaN G#1S_HR. S» $61. 3$ " FQ" ATI - RADOI4 CA8 X0. 34 , .r t'i" A ESTATE E 'e. _ CAP ITAL IMPROVE. 0 32 0 20 $0 .00 SETiP _. 0 Ott Cr t k JACK, LLE, P'L 32216 HYDRAULIC SHARE $0.00 ce .y s 3 34 Type: S4 CROSS CONNECTION as 4 sec.H 19PAGT FEE $0.00 i Al 1 w i NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE v.BUILDING MATERIAL,RUBBISH AND-DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPAC ,AND MUST BE ' CLEARED UP AND HAULED AWAY"BY EITHER CONTRACTOR OR OWNER { `SFA#LURE TO CCIMPL.Y WITH THE MECHANIC LIEN LAW CAN' RESULT IN THE PRt�PERAtNER RAYING TWICE,FtR BU#1.t3iNGMPROVEMENTS." Ze ' IBSU ? ACCORDING TO APPROVED,PLANS WHICH ARE PART OF THIS PERM#T'AND SUBJECT TO'REVOCATION FOR O77—APPLICABLE PROVISIONS OF LAW. ATLANTIC B CH. U#LD. RTMI s OfOtf4d4W 4a tF6.T 72 wy3 UI ` }y #►s 3 3 4#,. "y:�y s OMIO ♦ ( M r " P f`7p .8Y: et 1 CITZ� ! LIINTIC SSAQ[ PSItKIT CA MLATION SKRRT Address__ Date "'_ Heated Square Footage 13 4Z Y $ 5�S:UU per sq ft = S Garage/Shed 35, 44 $ A/100p er sq ft = $ Carport/Porch $ per sq f = $ C_ Deck w�_i $ per s q ft = $ Patio $, A/ d per sq ft = $ TOTAL VALUATION: $t7 1 73 6 ill. �� (O •�' G' $ SCS Total Valuation 1st Remafninq Value ,L per thousand K portion thereof TOTAL BUILDING FEE $ ' + 1/2 ailing Fee $ /,K' , (I ) Fireplaces 0 $15.00 $ 115-.00 BUILDING PERMIT PEE WATER IMPACT PSE $ 130ad iSEVER IMPACT PEE $ ,G WATER MSTER/TAP $ QS ,LC CAPITAL IMPROVEMENT $ 3.2 S o 0 SEWER TAP $ U (/3V'I) RADON (KRS) .0050 SECTION • PAVING ( ) $ HYDRAULIC SPARES $ CROSS CONNECTION $ o� ( vlf) SURCRAROR .0050 $ W 2- OTHER $ GRAND TOTAL DUs ADDITIONAL PERMITS OR PIES: Mechanical__.______; Plumbing Electric/New Electric/T*0p______;SwimingPool Septic Tank Well Sign Finish Floor Elevation Survey .; Other CALCULATIONS and/or NOTES: RINANCIAILPRINTING ClDv NW lD N N Jaotiee of tommeneement �2{ (►R[1AR[IN DU►61CAT9) Q� 'I To whom it may concern: The undersigned hereby informs you that improvements will be made to certain `real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. t� Description of property _________________�______ _______� �____�_` 0' Z a� According to plat thereof recorded in plat book q 7 pages OOS- �, ---------------------------------------------------------------------------------------------------------- of the current public records of Duval County Florida. N , General description of improvements _______________________________________ ____________________-__. k Construction of Single Family Residence with Garage on concrete slab A -------------------------- -------------------------------------------------------- 4J Centex Real Estate Corporation Owner 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Q' Address -� Fee Simple r Owner's interest in site of the improvement c Fee Simple Title holder (if other than owner) ------------------------------__________________ lD � `D Name Address x Contractor ---some--------as-----owner-------------------------------••-----------------------------------------------• hAddress ------------------------------------..._ 4jSurety (if any) -------------------------------------------------------------------------------------------- HAddress -----------------------------------------------------------------Amount of bond $-------------- 0 vName aad address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name --------------------------------------------------------------------------------------------------- 6620 Southpoint DrSuite400 Jacksonville, Florida 32216 Address -------------------- ._�-----------��--------------- ------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------- --------------------------- Address ----------------------------------------------- ------- - -- -------------------------- THIS SPACE FOR RECORDER'S USE ONLY ARTHUR DAY - — OWNER Sworn to and subscribed before me this 'day of 1994 by Arthur Day who is personally known to me. ",'N+0"++ Py: 04+M� Nota y P is - State of Florida NCC 302317 /l0 lM�.eA STM #SN v MOPf_RTY DESCRIPTIOND01114aek? ITY OF -.�-- hr,�a 81994 Veael — 57(0- �a .ot /_15q-Block I--------Section I 716OClANBn41.EVAAD -Aiiding and Zoning ATLANn F.0.BOX 25 ` CBEACH.rL01tMA 22171 iubdivisiont E \�� i Tr.LMIONEfs;jo24.42.9; itroet flamot t ^ DESCRIPTION Or WORK Ir Address 1 ' It in a FLOOD HAZARD 'food Zone 3..._----------area coaplato page 9. • Brief C t Description: ClOws of Works lifer/ReMlodei/Additionf--►��-�_„-_ :011ING INFORMATION • Type of Construction) 'oning Proposed oistrictl.........Uses..................... Estimated Value xceptions os1 Q C NaterialsJ iv�b------------t-,A�--- ariances GrantedJ--------------------N-- Soiid or pp ------------------------------------------ Filled l Oresund�� Root OWNER INFORKATION kethod of Heatingl _ -__ Property Orrlalrt :� .l�_ c-P f'_.------- Phonel�'_l. Moiling Address 4 CONTRACTOR INFORMATION Contractor:Ce ---//-- �-------_-V-__N_-__-_N--M__ Mailing r_ r Addrepa J (7 b ® ------ zip I ? � L-�-- - Expiration--------- License Nuwber e_ - ---------- Dates I NtR[/Y CERTIFY THAT I MAT[ READ AMD [NAMINED THIS APPLICATION AND SNOW THE SANE TO Rt TD-it AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORr. WILL et tIf CONPLIC0 WITH, WHETHER SPECIFIED HEREIN OR NOT. TUC GRANTJNO OF A PERMIT DOES NOT P►[:'J•C T� GIVE AUTHORITY TO VIOLATE OM CA THE PROVISIONS Or ANT FEDERAL. STATE OR LOCAL r,Lt:• ,.♦. REGULATIONS. ONDIMAMC>t6, OR LAW! A Y MANN , INCLUOINO TIIt GOVERNING OF CONSTRVCTION O!► '.'t "T PERFORMANCE OF CONRTRUCTIOM 01 Ht PR [CT. I UNDERSTAND THAT THE ISSUANCE OF THIS IIR11iT I: COITINGMT UPOM "M ASOYE I TIOR tlNtl t AHD CORRECT AND THAT THE l41N3 AND SUPPORTING DATA NAVE SCCM ON :HALL R[ P Ion " "GU RL' . L ?� Q Ovner Signature - -- ---- _-------Datasad_�_1 - t;.,; •� Contractor Signature______ I • w I FLOOOP4AXM DCYELOPMCNT INFORMATION Type of Development Flood Zonee.L _ Required Lowest Floor Blevattoa t It building to located within a flood hazard zone, a survey must be wade AFTER TM BLAB HAS SEEM POURED, certifying that the LOWEST FLOOR ELBYATION to equal to or above the Dasa flood elevations established for that sones. No final Inspection will be sada snd no oerlsSieate of occupancy will be issued until the survd7 is on Yile with the Building Departwettl. COMMENTS: Applicant Acknowledgement* x understand that the Issuance of this permit is coatin+gent upon the . above information being correct and that the plans and supporting data have been or shall be provided as requirede i agrees to comply with all applicable provisions of Ordiaoncw No. 25-7-11 end all other laws or ordinances affecting the proposed devel DateMftq--M2q�-App1Acent'o Signatur - - - ------------- i Department Use Required Lowest Floor Blwvation -_-___---—______ An Quilt Lowest Floor Elevation _____-----_-___-- Survey Filed with Building Department Building Dvpartownt Representative pane 3 1 o, tfSc11oOEo�tltP`AtyE,41 y0 {�!Jd y�p'b EPEE{Hf 1Pt 1SE A Nlr. t11 1N 00",r M��A lto�°c'No PO4° if iED{N Y 1 SE5 Of {al It �i 1 Cpf E j�bEt. tAD tt.Spote+ala'c rots°E1 tflw fox Nor E 10 51,100. °fIA,4ft.4' °' t's1 {1a+s�M°s�Na�a+�S fpBASLp2 ao �NtS of 104°j0ila �. IE LVA SPS CEO It E 0-0* tial aA1PE�ecP OF Sh@ 5pC Y2 15X'@YON g°O w`r opt Of MtP°as 4 NE 01 'LlaEPS�jP 6 ti OpO ILEO 8 O Lt2 ftNtc sot y,{N.1 5Nop oc,,c1 S�PpS 11t" $�Ea QL1..@ {'stwt.Eo 1.w OP 10 '01, f0�w1 00310010 .CONE 100 pLK 1aa`"►iEs 5u N01 1rt'ptotct nf 10 sp1�. ° tt1 10 Mj�01Lt1ES of►P1� ,HOpT $tPON09 ` EjO{.n.5rt{ct`'•Oo' °'�syAs. Eo,0146 E oat 1st Of%a Y5 oA�DcstNit et for c�Aoo""OPovw' x°s1o,'EofO+;rusEqu @ �pl�t (4j 10721 MtN1M�op" S%) .11200+f'r►f11E 1EEN DES '10" �°t't'° ♦,335' (�.��81� sp, 1Ec°oNtf 5•wt, t.f+`►- 71 1�1t.,Zs Mtn, u,s ted at. index .,307. •E 1�001s1As rps�Eo11 wlta►+ e1 10N s,,IS LS% oOLUC lg ' index �i4"j0t psir"ft 1,60°r 1hE P�AE s*'a,i•. N11n 1Mt f le�tlOnctl°� Oft 261 � 9 ` 1 to IS "' ttS�'v, Ila"a" r WOW'oi Nis• •• xl@up dead Oetleect%O%t o t tru5se74 fop D5 X14 Sops ••.A y0 4E•. 0a lye l.° d petl t1tY ° a 1t1 ,0,,151 g104 111 El'!R•!y'E 1{VC 1m0e`1 l LOa gVan t /i Is DE� dt p%.0 }. Ma%1�11tp '(°t•a 10kal to at ��11 tvEP X e PL .Odd wed 90 Qe4 � �► t .Plate i panel to a k3to 91 M a , to x cn 14a % P 29.5 x 4 t0 gSlp16 cn p>rF X3.51 l 2e .loA HEa°E� re" 16 3I A. O�p,6E f�pUt�CE pro9 10@� 6 ,10A1 pllON l6�it-3/A. C1 092 ,559 59 pescpl uSS VAC, °0%. 0 0 ,g0 lg 1 Q5 511 6µ°' FOX 10JE 1 P R Kl1N PpSp3 A99 -2209 „333 ` tA2:,Ax2 •2 CS S4 Lt: 01151E 1 tc �2 p tAUsS 11NA�n P 9nt}.,a�.0 A0,33n '7111 3023 ,35LO A((1� ' eL 41 P 1`A d,c2 !3 SP _ d s IQ=B• gilL e O � t � - ' � N I ao' i MijklL w I - ` I 2EJ1C71' 14 I TRV TRM wee ptloido• B G km Tice Tars IHMML Traces r7 be MR i 2 X 6-8 ow toasFa= bye* T 2X 18 .� ir-4(a'•�! bfi�u cat EWS RIFF TRIM 641-0765 ' E ir9�f�tU7'U�IE E 6K WNPOM ML TM TM In - •rune e�uwa a eee�s,est toss emm magnm tette mug 49ert, E 08-05-1993 S I Z E ANA L Y S I S Page 1 of 1 10:30:17 TRUS JOIST MacMILLAN (MAST afs-S1001) MARK 9. ROSE (SOIOD) Project Name: CENTEX HOMES - PLAN 13703 A Page Title: GARAGE DOOR READER ---------- TJSisinf" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... READER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Repl 1 UNIF(plf) 350 ,1331 220 161- 6.00' 01- 0.00' from Lt Repl 14" TJIrn'/96 JOIST 161- 6.00' ' ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJX Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2 Maximum Design Allowable Control Shear(lb) 4702 4702 < 5559 1181 LEFT end Span 1 under 1331 stress TOTAL Load Moment(ft-lb) 19398 19398 < 21878 1131 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.641 < 0.825 L/309 MID Span 1 under Live Load criteria Total Defl.(in) 1.043 < 1.100 L/190 MID Span 1 under Total Load criteria Span'l Max. Reaction.Total(lb) 4702 4702 Live(lb) 2888 2888 Assumed Brg. Leogth(in) 3.00 3.00 Max. Unbraced Length(in) 52 Copyright (°' 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI("' is a registered trademark of Trus Joist MacMillan. TJSisingTx is a trademark of Trus Joist MacMillan. 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 WLMBER DATE 15859 1 10 1-24-1993 15859 - 4- 15859 2010 3-24-1993 15859 - 4- 15859 3010 3-24-1993 15859 4010 1-24-1993 5f3-24-1993 15859 6010 .3-24-1993 859 7010 3-24-1993 15859 - 4- 15859 80103-24-1993 15859 9010 3-24-1993 15859 10010 3-24-IM �`�p�11ri1tlltllryr/, �1 4 'h''4FAFn 1) LtOMBE%SHALL 6E OF THE SPECIFIED MINIMUM SUMS, S) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) _0';� INDICATES LATERAL BRACING MEMBER (tX4 MIMJ SPECIES. AND t33 MAXIMUM MOISTU/E CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/0' (MIN) PLYWOOD SHEATHINO. t/2' 141 INSTALLATION AND ERECTION Of THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 8) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR UNI' NE DRYWALL OR BRACING MEMBERS SPACED ]0' G.c. (MAX). TEMPORARY BRACING SHOULD BE DOIN ACCORDANCE WITH FOR DES ION ARE BASED on THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE- CUPfENT 7PI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NIMPERS: UBC 2342, I'm TCB 2014. SBCC 11) ALL COMPRESSION CHOAD MEMBERS ASSUMED 10 BE CON7IH000SLYI51, THIS DESIGN CONDRMS TD CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 (M DESIGN IS BASED ON CLARY CON14MOR PLATES ONLY, BI THIS TRUSS HAS DEEM DESIGNED FOR THE LOADING SHOW WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 18' G.C. QUALITY STANDARDS FOP TRUSSES. 31 CONNECTOR PLATES SIZES ARE BAND BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AUSE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIEO IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OWING SHIPPING AMC BY LENGTH {ALONG SLOTS) AND INS ORIENTATION OF THE m THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MIG-St FOR RECOMMENDATIONSSIZE CALI OUT IS TtIC DIPIECTION OF THE PL-ATE LENGTH- IDENTICAL LOADING AND CONFIGURATION. . -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 2-6-7 AM 5-10-7 5-3-15 5-5-11 5-5-11 5-3-15 1-5-iA 74 PLF Max HB191)t 5-5-3 12 'c1 5 405# 5 X 400# 400# 12 4030 2000 6 v ye 3*4 B3. 2060 in o o MMI, 010 165# 1630 132# 480 N 13840 13810 1 13.5154% 13.3154% 0 3x6 3x4 5x5 3x4 3x4 20 PLF 5-6-6 6-1-10 9-1-10 5-2-6 i-4-0 BUILDING TYPE: Enclosed Residential 30-0-0 CODE: Standard Building Code (SBCCI 1491) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: P�[�7 it 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 )oint 02. 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 DMGL / ALPINE ENGINEERED PRODUCTS IIIc V�2000 2-0-0 LL TC 30 2X4 e2 N SP ENG. FOR: TRUE TRUSS INC. - 11 S� 1801 S. GSW PKWY. OL TC 7 BC LUMBER PROJECT. CENTEX 3703A DATE: 24 Mar i993 D GRANO PRAIRIE. TX 750'51 7.1 2X4 M2 N SP ' OF (214) 660-3940 L LL BC 0 WEBS LAYOUT ID: 322 33.33 DL 9C SO 2X4 MM3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 179 v 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO K CONTINUOUSLY 131 � INDICATES LATERAL BRACING MEMBER (1X4 MIN.1 SPECIES, AND 12%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6- (WIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED BI TOP CHOND SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' G.- (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AID ERECTION PUBLICATIONS. T10NAL DESIGN STANDARDS PUBLISHED aY THE NATIONAL 7) V-2000 APPROVAL NUMBERS UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION C"DRO MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- F— HE ST PRODUCTS ASSOCIATION. 7251, aOCA FILE 06-125 BRACED BY EITHER 3/B' (MIN.) PLYWOOD SWATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. N THIS TRUSS HAS BEEN DESIGNED FOA THE LOADING SHOWN (MIN,) DRYWALL OR BRACING MEMBERS SPACED AT 16' P.O. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTORCOCTOR 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 BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN ONRING SHIPPING AND BY LENGTH (ALOUD SLOTS) AND TNI ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES IIF ERECTION OF TRUSSES. SEE HI0-91 FOR RECOMMENDATIONS. SIZE CALL OUT IS THE DIRECTION Or THE PLATE LENGTH, IDENTICAL LOADING AND CONFIGURATION- -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 4-1-14 4-0-2 6-7-2 11-2-14 12 02 /2 max ►Might 7-6-3 74 PLF 12 5X5 Q 6 1z 39y r 6 z91r *A 4540 1430 + m 3.�� 2zor x N 771 1460 1250 590 T 9580 9610 Yn 13.5138% 13.5)30% 1 n � 20 PLF 3x4 5X6 4x4 a BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph e-2-0 ) 6-7-2 H 6-2-14 , MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area 21-0-0 ( UPLIFT CONNECTION REQUIRED: �N Z S 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 e3. Maximum Live Load Deflection of .035' (1/16). Index-.049, (L/7200) Maximum Total Load Deflection of .054' (1/16), Index-.051, (L/4667) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21H0' STUB VAULTS OMG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 12 SP ENG. FOR: TRUE TRUSS INC. - 16&51 foot S. GSM PKWY, BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 �� GRAND PRAIRIE, TX 75051 7'1 OL TC 7 2X4 42 N SP (214) 660-3940 L LL BC 0 WEBS LAYOUT I0: 244 33.33 DL BC 10 2X4 43 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/4 �N I�ICp,SE�`El�.czt o of� ,IPy}°\�I siyP+ss°s�Ny:� �y.y X31 iNi��r OPS I�Ci�0 C��Nfp TArpW T�tEO �t�r. 7", S_E,�cFHS Tpt Cpf�E �5. ap M!A tNp`fit q�s, Ip 6f fq, ►XS. W^" SiyW 0.a {;US plA Tl p 51�.TNt p W TNIi OFpp y4T-4.1�,foMAy O gE TYKE pfCpy,fl�' NEM NlS 10 CpNtl ~� 0 Ir SST goo, s' o-yt F�` LC�t�' C 8" TO OHLf7G !/ 1q HIt�X't� a�.s. fFP TfN`'10*Elty£P 31 p,Ctyr°YE 'T u, 101 Clw 'f IGO C� L1.1tY py1. OV pp EP W.."_ SHE t8• �^ r� 10! OPa�p pPvK.o pTyE.P'atSE�OE,W'p�rvRlpO�p aT 11! EpECTtcN Y ►5 pL�pN5t0 2�. SrSPTCY'\' INI ESS010Nfy�ps S'yp,Ep I! ay fltML�8pQ�PQCaS�pH LON `fOp N��NENt�10t►t- TES �� t"sc¢M'0 Ip 1a, s0� 1 OMIN.S E 5 vi,PINp ►. P�ptiNp TN-MpVE CSSp,ot•' HpT'I'f :lct4 TCO Op.xl.t�tW,SES -CCR+tt1�N'- NpPt10N G iHT tis ge 600w2.1A2 q,yOM\ -!AO 41VD 51 ,A " 90110* S10C ypiS6 pPM 121 -OkiLCIP �J,pfS S Q i y0 SpP alAC ��r' ".j l " I U`.,E. 5 of Ktfp PtAW o1IENt. ap pes of "-"000 00 flL SEN p;�tatt� S"s tp'f+ CI i.1M VM. Na' 11 1 0 ,NS iN5 tfP C T1P.4�NplSlyl of t 120'TpJSS xlprj. 10 4r pt„! �XtMM'StPE�' SE T'�1t1 l�p'1' TNI SNIS pPpfSI lCp,O�.E ` P Spy Tyf imp 04 TML 1ES s .r. M1R\IN 5I tS rpt 11 of Mt S,p Pim'0aj Up t tlp K F cs S S1'OTSI SNlS jpP pfsoEstapIS pssa np 004 1,+ t �A m ISI�tS 4+5�S►�CN'1.ED�Sf�,V.ItW HTS �.%f sl Qty ItE 3} cl2-0-0 al Or 1,EN0 J�-a� a-3-I2 i2 a-3-0 02 4-g-0 i2 4 8-8 i2 2 20 12 a j;p2+ I- . + t3.5155x i 13.515th 20� 3*4 4k1 Q i2 tD Rcstdent col 19911 8 �+ 715 yxa EntitOs� code to o a t�PEt tldtn9S. A N Jxa a t2 joj`oj�16 fob Bu lkcvi �R; SO 110 Igo # At e�tto o axa 2-0-0 2-0-0 COD SRIF NEjG�S�(Se) a,R�o; oAps SN tREtyEN1s. �E2 e_a-0 i2 2xA SRUSs ��N lco R6R Q 00 Fd�IE BRACING RE a :i s+J?o s.5a i2a Zx Up%jff pRESRR 11 A�VR t2 $-i2 ZK SEE M�ES 10 ANo -0-0 ppsk t tott°8 P4/g551 t(1� Y2Co Mj0H Jett and 0x..37 ' 141gp91 Stun C�tHs 24 Naf 1993 2 Of IV Sttj SP11`'SJ.6y�ptc0�g at6libl' jjndax..3g4' 30.0 - 0► s,►(g• N� s tE� cGt�nra0 ctti°n pt X66" l9/ 5' IA 3,p3 1�X� M\ dot �M�'V40d Oso`fJett10n °t t-06 F CENtEX ad PvoXr't: ;;i*j pptOt i1 Sp tp,YOUt to: NO t�usges; j Maxjpua` tG 4a 2X4 Sp ao ss• tN0 Int Ep 06 + �Oau sc�� i3 SP —►CI ' TC 30 2XA -. T-0 If LIMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON f0) ALL TENSION CHORD MEMBERS ASSUMED TO BE COMTINl10USLV 13) 09' INDICATES LATERAL BRACING NEMER (1X4 MIM.) SPECIES. AND 19%MAXIMUM 0401STU1E CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS OF HIGHER ALLOWABLE SINE SS VALUES, ALL VALUES USED 6) TOP C110RD SPLICES ARE HOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERE S SPACED 10' a— (MAX).IMAX). TEMPORARY BRACING SHOULD BE DOIN ACCOROANCE MITH ` FOR DESIGN ARE BASED ON TIE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AMO ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL AMBERS: UBC 2342, FMA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PP40MTS ASSOCIATION. 7251. BOCA FILE 66-123 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED WOOD TRUSSES AND 21THIS DES ION IS BASED ON CLARY CONNECTOR PLATES ONLY. 9) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' R.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 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. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AMC NO BY LENGTH (ALONG SLOTS) ATHE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. GEE NIB-91 FOR RECOMOHEMOATIONS. SIZE CALL OUT 19 THE DIRECTION ME-IHE PLATE LENGTh. DENTICAL LOADING AND CONFIGURATION, -C I A ION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .229' 2-0-0 FAIR 3-7-e 4-3-9 4-3-9 4-5-5 5-0-0 1-5-14 02 02 02 02 02 Max Height 8-8-3 12 74 PLF 5X5 2380 2898 3238 3188 2088 12 1230 0 6 F ` 980 1300 860 400 m 330 570 370 ^I 11321 t1320 (3.5)441 (3.5)44% f 3x6 I 7x10 3X4 3Xa I 5X5 20 PLF 3X6 L3 3.59 6 ��►J 12 12 M'3 3-7-e 6-5-6 6-7-2 2-0-0 2-0-0 1-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) 1-4-0 WIND SPEED: 110 6ph 24-e-0 MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7141 #I 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 R2. Maximum Live Load Deflection of .395' (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 (P$F) Tc LUMBER TRUSS: 24'8 STUB VAULTS Dwa. G ALPINE ENGINEERED PRODUCTS Inc V-P000 2-0-0 LL TC 30 2X4 /2 Ds SP ENG. FOR TRUE TRUSS INC. - I SS5 te01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 OF/O GRAND PRAIRIE, Tx 75051 7.1 OL TC 7 2X4 #2 N SP LAYOUT I0: (214) 660-3940 L LL BC 0 WEBS If n 616 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 N p, 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM BRACES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO K CONTINUOUSLY I3) �0' INDICATES LATERAL BRACING MEMBER (IXA MIM.) SPECIES. AND I"MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/0' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF WISNER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR UMIM) DRYWALL OR BRACING MEMBERS SPACED 30' O.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WIT" FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HNA- DIRECTLY ABOVE A BOTTOM C"Oltl SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACIMS AND ERECTION PUBLICATIONS. TI0/4ALDESIGN STANDARDS PUBLISHED by THE NATIONAL 71 Y-2000 APPROVAL NUMBERS: USC 2342. FMA TCB 2014. SBCC fll ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIM/oUSlY151 THIS DESIGN CONfOR16 TO CURRENT T►[DESIGN SPECIfiCA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 96-125 SPACED BY EITHER 3/9' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIG ED FOR THE LOADING SHD1M IMIN.) 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 SHALL CONFORM IMAXI. UNLESS M07EO OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN Y MAY. 41 CONNECTORPLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING GRE SHOULD BE TAKEN DURING SHIPPING AMC BY LENSTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MI8-91 FOR RECOMMENDATIONS. PLATE LFNG5TH_ IDENTICAL LOADING AND COW IGURATION -CONFIGURATION AND LOADING SPECIFIED BY FASAICATOA -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-0-0 5-0-0 RUN 1-5-14 1-5-14 Mex Height 5-9-3 74 PLF 12 12 6 5x5 Q a 36630 1670 167f y H m 130 BMP B1/ 131 443P 443# (3.5)17% 13.5117% 20 PLF 3x4 Mn N� 3x4 N 1-7-a 1-7-e BUILDING TYPE: Enclosed Residential 6-9-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 gph 1-4-0 1-4-0 MEAN ROOF HEIGHT: 13' so-o-o TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 449;3 # 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 e3. 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 ONG. iG ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 3p 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC. - �� —1 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 9 O GRANO PRAIRIE, TX 75051 7.1 OL TC 7 2X4 #2 N SP (214) 660-3940 L LL SC 0 WEBS LAYOUT ID: 152 OLSC f0 2X4 03 SP ADDRESS: 33.33 Si/4: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1) LUMBER SMALL BE OF THE SPECIFIED MINIMM SHADES. SI CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO SE CONTINLKMY 13) Y' INDICATES LATERAL BRACING MEMBER (IX.MIN.) SPECIES. AND 19x MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/0' UWIN) PLYWOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED a) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIM ORYWALL OR BRACING MEMBERS SPACED 30' D.C. IMAX), TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASSO ON THE LATEST EDITION OF TUE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. T IONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL MATERS RD /O UBC 2342. FMA GCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMUSLYIS) THIS DESIGN CONFORMS TO CURREN7 TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7231. BOLA FILE 86-125 BRACED BY€17HEP 3/6' (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AHD 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.I 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 SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 151 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS1 WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CME SHOULD BE TAKEN DULLING SNIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE IS THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES, SEE HIB-91 FOR PECOMMMEMDATIONS. SIZE CALL OUT IS THE DIRECTION OF THE PLATE LENGTH. IDFMTICAI LOADING AND CONFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FARAICATOA -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. PAM 8-0-6 7-7-10 5-8-0 6-0-0 RUN 1-5-14 #2 e2 e2 1-5-14 Max Height 8-2-3 74 PLF 12 va 5x5 12 av 3 1 o s 3481 1'I1098/ 1323# 13.51 13% 1O I 3x4 I N (3.5143% (3.5147% 3x4 SX6 20 PLF 6-0-6 7-7-10 5-9-0 6-0-0 BUILDING TYPE: Enclosed Residentiat 1-4-0 27-4-0 1-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: _`Lr L B AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 45.75" from the left and of DOttom panel 01. Maximum PPLive Load Deflection of .111' (2/16). Index-.357. (L/2291) Maximum PPTotal Load Deflection of .174' (3/16). Index-.164. (L/1461) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TRUSS: 27'4" SPEC DWG. • ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 N/1 SP ENG. FOR: TRUE TRUSS INC. - 1601 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE. TX 75051 7.! DL TC 7 2X4 /2 N SP LAYOUT I0: (214) 660-3940 l LL BC 0 WEBS 242 33 OL BC 10 2X4 e3 SP ADDRESS: SCALE: 33. MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1) LIMBER SNAIL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO SE CONTINUOUSLY 13) 0- INDICATES LATERAL BRACING MEMBER 0X4 MIN.) SPECIES. AND 19%MAXIMM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING. 112' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF HIGMEP ALLOWABLE STRESS VALUES, ALL VALUES USED 81 TOP CHORD SPLICES ARE NOT FIECOMW14DED TO OCCUP (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' o.C. (MAX). TEMPORARY SPACING SHOULD BE DOME IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 807 TOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND IPE ION P(UBLICAiIONS. TOR DESIGNSTANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA 7CS 2014. SBCC 10 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMAUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/5' (MIN.) PLYWOOD SHEATHING. 112' TIONS FDP METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 9) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OP BRACING MEMBERS SPACED AT 16' P.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MENSER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. O CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL MANOLINO CAPE SHOULD BE TAKEN DURING SNIPPING AND NO BY LENGTH (ALONG SLOTS) ATHE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE NI9-91 FOR RECOMMENDATIONSS12 RECTION OF THE PLATE LENGTH. IDFNTICAL LOADING AND COW 1"ATION . -CONFIGURATION AND LOADING SPECIFIED BY FAB CATOR -ADDITIONAL PLATING FOR HANDLING TPUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-7-4 5-0-12 5-0-12 5-7-4 RUN 1-5-14 1-5-14 Max Height 5-9-3 74 PLF 12 Q 6 375► �5 1 12 J 3840 3040 a p y y 1970 197# No i a M h 690 13er 1380 890 r .1. 9751 975# 13,5138% 13.5138% �I H I� f � 3x1 5x6 3x4 3x4 20 PLF 7-3-6 6-9-0 7-3-6 BUILDING TYPE: Enclosed Residential 1-4 21-4-0 1-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 No MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 1,39 * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f M6XIMUm deflection occurred at bottOM joint 02. 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 IPSF) TC LUMBER TSS: 21*4' COMMONS OWG. / ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE, TX 75051 7.1 OL TC 7 2X4 #2 N SP (214) 660-3940 L LL BC 0 WEBS LAYOUT ID: 188 DL BC 10 2X4 13 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 i+ log I) LUMBER SHALL BE OF THE SPECIFIED MINIMM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 10" INDICATES LATERAL GRACING MEMBER (IX4 MIM.) SPECIES. AND 195 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. SPACED BY EITHER 3/8' IMIN) PLYWOOD SHEATHING. t/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED G) TOP CHORD SPLICES ARE HOT PECOMHENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY BRACING SHOULD BE DONE 1N ACCOROAMZ MIT" FOR DESIGN 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 PUSLISMEO ST THE NATIONAL 7) V-2000 APPROVAL AMBERS: UAC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION CHLORO MEMBERS ASSUMED TO BE CONTINtAUSLYI5) THIS DESIGN COWO66 TO CURRENT TPI DESIGN SPECIFICA- FOREST PROOUCYS ASSOCIATION. 7251. BOCA FILE 66-125 SPACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONEECTEO MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' P.C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR RATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY GE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES NUE CALLED OUT WIDTH (ACROSS SLOTS) MITA THIS DESION. 12) ® INDICATES GEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH IKONS SLOTS) AND THE ORIENTATION OF THE tN THIS DESIGN IS APPLICABLE TO SHOOTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE nIB-91 FOR RECOMMENDATIONS. E CALL OUT 19 THE DIRECTION 01'THE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION. -CONFIGUFIATION AND LOAOINS SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .092' 1-0-0 RUN o 5-4-0 H r-O-OF 5-4-0 N RUN 1-5-14 1-5-14 74 PLF Max Height 3-6-3 12 6 740 12 2240 y 224# 6 m 5x5 y y N X N N 187# 187# y 70# 700 y 500 500 N T T 715 �i 568r we# (3.512211 13.512211 ©9 3 p 3x4 3X4 12 12 20 PLF 5-4-0 2-0-0 5-4-0 1-4-6 12-e-0 1-4-0 BUILDING TYPE: Enclosed Residentiat CODE: Standard Buitdinp Code (SBCCI 1491) WIND SPEED: 110 mph NEAR ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area /'/ UPLIFT CONNECTION REQUIRED: 1418 # 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 02. Maximum Live Load Deflection of .087' (1/16). Index-.207, (L/1747) Maximum Total Load Deflection of .137' (2/16). Index-.216, (L/1109) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING iPSF) TC LUMBER TRUSS: 12*8' TRAYS OM 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC. - 59 j 1801 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mar 1993 GRAND PRAIRIE. TX 75051 7.1 OL TC 7 2X4 02 N SP 4214) 650-3940 L LL SC 0 WEBS LAYOUT ID: MEgBER TRUSS PLATE INSTITUTE 244 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED fI4 UL sEy wF.c 0E P`a`'stp"'i+'° tM+10N 170 �EPE��CaatFF.N.�1RT��5E5 �w,Y. sTwp,�`Z Y °�t {E'rt��s+tom ca��tE s�sEs•pit°"�q.�PT"s'911d"s �o tD�'�tw•.c�W+,�,yytyT s��55�sswf+55„°'r`p a+fpP�' td�• py SP,YMOm nGE° SSW""_ tIy P of{�p�,PE Sf,E NT0' t�tC►, wgltl� pw HEYR �„.. °TO�eEHTe 6 01 a let00 � tWdF�slpdys �pSleT�1t�t f M.ti SE ey Ett CF opt" PS esu"'� S`'E s�,I T All E�GST V A �5�"'- a�• 101 0P1.GE°�yY p p{yE.Pw9,,/T�p k-0 9YfYEtP10-01 S.CyyPPE t1E�yPo qMT ` WestµNp, NT tFw"P tot s„wti t„gwsEPc°so tTt 00, 'pat d+ So ,gtgo ,c Tt XV P„A T dgTt►t MOVE tpq otPtEy MDi ffrrsEpol-t H►lCo 00, TeR1Tt: '�iCtPATE° G tHt try UC Zyel.Avg�dplwe 5t h 1st �pFa tH't e1 'OF ' Sts T Eu F0" UsE � ysES d 9 p 0 ,;; Ft4E EH pE 5,00" gp�N Ptgt IEHt. °qS V�20p0 ypC� `yy 0E SHyIN- {F,P {gJy$ot1�0 t0 d {HES vacs,,,YwEptlt WIto- to t�IHSS S CAS.-S ct �I a,►m SY tt��'IEy°N„M-Yptyl �Ht I°ESSOH ty f tT CtE HTGEP 4t,`e 1P°S P'�" GttA�fOPGE�55 91 oi CL ttoH S 5 WE itFES,sl�j,/Ey StEs 06 0 Ave pPTEN 2t tH1S.' op P1 AtuE sTq ptst W^- Al Val 6'7'2 323+ A-5,5 + 62+ x.3'9 42 31e+ 12e+ Tj?p+ x'3'9 ♦2 132+ 1j 515ei 3..7'6 1a 202+ H Q 6 130+ i- ;A 5X6 334 g+ 3X4 t 351+6X 20 Ptf �� •'^-^--.�,.., 3X3 � e�ia� ct ti� Fav N ed Code �se. 6 0 .r• %kdwa S ppAtt. 5Ag�1�t01 SCsrorap p �` 1 # �,� EpE�Ltl�l a� '�; 6 SPEED HE1SN�:Se bre O)IVLIEi• Q9 SN w RENENts• IDSW ZR FS �pN SS�RE NO i ss�a 3.99 a ♦2 i/' ups VIVI pRE RND �1 sa 6,7- RE; SES 10 to SEE ND 6"5'e xg'6'6 3'7-6 t2 pM YA'a t notto� Joe 0, 2 SS1� o� ae for 1943 t SC►`E �V`\ o,orred 191161, i��ex• 29SA�5S 1 y o�tE' 1/9 ®Ctio"stlcay5e (�21i61• S 37p3� Meat � 0 oeflo,actton of Cp EA 4' IE S ct CENSEX Sota1 �p6d 08t SPEC EN�o +� og S1' -piko oo y5o tAbOw ?.*A4 +� Sp ►.off No tr°,,gee ! �--':,��`0�� o 6C 4""eEa 2? 4 43 S? 0 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 59%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6' ININ) PLYWOOD SHEATHING. t/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED BI TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0.c. (MAX). TEMPORARY BRACING SHOULD 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 TPI BRACING AND ERECTION PUBLICATIONS. T TONAL DESIGN STANDARDS PUBLISHED my THE NATIONAL 7) V-2000 APPROVAL NUMBERS: MP UBC 2342. FMA TCB 2034. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-125 GRACED BY EITHER 3/9' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) TNIS DESIGN IS BASED ON CLARY CON ECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON TNIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), (KESS N07EO OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. CONNECTOR PLATE SIZES ARE CALLED OUT 4) COWIDTH (ACROSS SLOTS) MITN THIS DESIGN. 12) ® INDICATES BEARING LOCATION. t71 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SNIPPING AMC ' BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS. CDNFIGUFATION- -CONF IGURA ION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 5-9-1 4-10-9 5-0-5 5-8-0 Max Height e-2-3 37 PLF 12 B 1920 1830 990 f0 a 9 446 XX WARNING XX BE9k91NG STRE 5 CEEDED I SE BEARING REA 12 1010 6 19540 36990 35430 37190 19221 ys r 1 78020 78020 13.51103%(16.2251) 13.51103%(16.2 n 715 PLF 7X9 3x10 8x7 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph 4-10-9 ) 5-0-5 H 5-e-0 4 MEAN ROOF HEIGHT: 131 e2Ds 02 TRUSS LOCATION: ($e) area emn UPLIFT CONNECTION REQUIRED: ? Z S AT EACH SUPPORT. H 2f-4-0 1 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 12. FASTEN EACH PLY TOGETHER WITH: 3 Members Required MaxiMUM live Load Deflection of .131' (2/16), Index-.184, (L/1954) TOP 15d Neils 12'O.C. Maximum Total Load Deflection of .205' (3/16), IndOX-.192, (L/1249) BOT 15d Nails 4.O.c. WEB led Nails 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT MAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21*4 STUB GIRDER DMB. e ALPINE ENGINEERED PRODUCTS InC V-R000 2-0-0 LL TC 2X4 12 N SP ENG. FOR TRUE TRUSS INC. - j5-959 1801 S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mar 1993 GRAND PRAIRIE. TX 75051 7'1 OL TC 7 2X6 #1 N SPn (214) 650-3940 L LL SC 0 WEBS LAYOUT ID: �(j I!/ 520 OLBC t0 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: 70TAL 47 EXCEPT AS MAY BE NOTED _ _ 1/4 A��.