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541 Sherry Dr (vault) r y i ry ,TOBADDRESS kn TYPE E WOMgI -e- �_A6 171 �r PROPERTY OWMt Z �TIVLEMONE ;)-'-2 5� 3 CONTRACTOR aZZ 01 �E `-T a F Z DAT P2ER11 SER � Z� �'/ INSPECTIONS: FOOTING SLAB TIE BEAM LLVTEL NA9-NCWSSF.4TwG f - ( FRAI4IIIIVVGICOVER UP /Z-13-0-0 INSULATION FVTAL BUILDING �- /3 CERTIFICATE OF OCCUPANCY a-1�( ELECTRICALPERmm 41 7-10 _mSPEGTIIONS ROUGH FINAL MECIIANIC4L PERM77'# EVSPEC77ONS ROUGH /Z -(3 FINAL a PLUMBINGPERMIT# O�� INSPECTIONS ROUGB/UNDER SLAB TOPOUT WA�WER FINAL Q =a —�-- NOTES: - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION —T LOCATION INFORMATION Permit Number: 20619 Address: 541 SHERRY DRIVE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 69 Proposed Use: SINGLE FAMILY Lot(s):PT 40 &41 Block: 1 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 156,906.00 OWNER INFORMATION Date Issued: 9/12/2000 Name: WATSON, JAMES Total Fees: 3,623.60 Address: 325 SAWMILL LANE Amount Paid: 3,623.60 PONTE VEDRA BEACH, FL 32082 Date Paid: 9/12/2000 Phone: (904)545-8805 Work Desc: CONSTRUCT NEW HOME PER PLANS RADON 1.2.09 SCHG 2037 CONTRACTOR SjAPPLICATION FEES WATSON HOME BUILDERS, INC. PERMIT 946.50 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 5.75 RADON CAB 5% 0.30 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.44 SCHARGE/ATL.BCH. 0.61 Inspections Required _- TREE BARRICADES FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION 4 NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HO BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" City of Atlantic Beach *** CUSTOMER RECEIPT ** —-- ------ _ --- ------- OPER: SHAWNA DC DRAWER: 1 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PE DATE: 9/14/00 01 RECEIPT: 0088809 FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. - -- -- -- --- DESCRIPTION QTY AMOUNT TP TM PERMITS-BUILDING 1 $946.50 *14 CK WATER CONNECT.CH 1 $530.00 *54 CK SEWER CONNECTION 1 $1250.00 *59 CK WATER METERS-A.B 1 $525.00 *80 CK RADON GAS 1 $5.75 *71 CK FEES-RADON GAS 5 1 $.30 *78 Cit WATER CAPITAL IM 1 $325.0057 CK BACKFLOW PREVENT 1 '$35.00jcJ6 CRADON GAS-OTHER 1 $5.4472 CK FEES-RADON GAS 5 1 $.6178 CK ATLANTIC BEACH BUILDING DEPT. — TENDER DETAIL CK 1150 $3623.60 DATE: 9/14/00 TIME: 10:34:91 TOTAL CHECKS $3623.60 CITY OF Joer a,f e J Officeof Building Official // 37 REQUEST FOR INSPECTIO O Date r� / Permit NA 0 / q Time A.M. Received P.M. Xtr— J Address I Locality Owner's NameVA-cw�nContra > BUI CONCRETE EL CTRICAL PLUMBING MEC ICAL Framing ❑ Footing ❑ oug iring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place 7- Pre Pre Fab READY FOR INSPECTION .M. Mon. Tues. Wed. Thurs. Friday Inspection Made P Inspector erti icate of Occupanc a CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in t compliance with the various ordinances of the City regulating building construction or use. For the following: t Address: 541 SHERRY DRIVE Owner: WATSON, JAMES I ATLANTIC BEACH, FL 32233 325 SAWMILL LANE PONTE VEDRA BEACH, FL 32082 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20619 Date: 2/13/2001 C _ DON C. FO D, C. .O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 541 SHERRY DRIVE Owner: WATSON, JAMES ATLANTIC BEACH, FL 32233 325 SAWMILL LANE PONTE VEDRA BEACH, FL 32082 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20619 Date: 2/13/2001 C DON C. F RD, C.B.O. Post in a conspicuous space BUILDING, PL4JVXINGAND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUP-tVCY WORKSHEET Date Requested: ,t - 13 -0 Building Contractor: z l WQ ?,m Building Permit Number: A06I4 Address : ,�4/ Legal Description: ur 1314Va4t� Improvements to the above described property have been completed in accordance with the terms of ,the permit and is certified to be ready for occupancy as Lowest Floor Elevation: recruired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE /NOTIFIED DATE APPROVED BY Fire Public `forks _ I -p/ �- I Z- G Planning Building FLOODPLAIN DEVELOP�tE V IORi�tATION Location:: �j Type of Development: 1 2 Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POCKED, certifying that the LOWEST FLOOR ELEVATIOINI is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propos deve pment. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor'Elevation_d- ! b Survey Filed with Building Department Bi ilding Department R presentative MAP SHO SMA" S". V"..,, Ole' A PORTION IX+L013 40 AND 2 ULOC%7,ATL wnc 69AC1S.AS RtiCORpot7J _ I �a1.+u}•..�.�n IK1�11YE JjiS.P�GB7'1J",A tY�T!{T1f'Bt7F IRl.�I FfiCi IN PLAT BOOK S.PAOE69OFTHECURNJWTPUBLiCRRCORDSOFDUVAL -•'Cif 7iY'NOKf7W)KINYSfLYCl3RNCkOYISASUWfM►fflrNt27R)Ul}I COUNTY.PLORIDA,TOGETHER WITH A PORTION OF TWO LAT7D5 'lIMD'13'8AS[,ALOFK"l7JS NOA'1NISAS'TGi1LY L1NH OF SMD LOT It1,A DF3CRWED IN OMCIAI.R9CORDS VOLUNC IM,PACs 157 OF TUC - •OffANM OF SDM FEET;T RGNC&90LITH Sr JTSO•WEST A DISTANCE OF APARFSAM CIMRP-MT NIBIIC RCCONDS AND BAJO MORE PARIICUEARSY tS FEET TO AN MiERSEMON*M MIE AFORESAID NORDWAMMLY DESCRIBED AS FOLLOWS!FOR A POINT OF AP.GIM41N0.CObMAWF AT JFPHTOF WAY UNEOF SHERRY DRIVE;THENCS9 NORTH 34.37.10-WFSC. T11k MUtsT WI:.Yl IsRLY CUIWt;A UF-7IAIU UVMiI'IAL ILtfC13MJIS YOLUtrB 1213," � .SAIL]NORT4AIA,RiFJ<I.Y Rlfilii-(1F"WAYJINT�A i31RTANCR f1F 10.17 PAGE 157,SAID POINT LYING M nW NORTH P.AVMLY RIGHT OF WAY OF nw w i HE POU7T OF BilGIMEN0. SI IMY ORM(AS NOW WrAMU6HM);THUNCS NORTH SnV,2!-LAST, ALONG THS NORTHWESTERLY UNV4 OF MM LOTS 40AND42,AND SAID •F: - ��vu�esuv�c�,,�s..o yv rrrt•B . . •/° coir as WE419 F.IIP¢D MAAgVA4S •. �/ *AA1 s.d1MIIWp,,0A IV xg local o,,�.4 'Cor- 30 N'f1dtoo aS 7►� s.., oyy' 3R, qm 49 51 ►*A! ri►�! r X. of - .:PARI"' QMH {��, • . ._.€..• - frwc,W.of�o-/Qo6-O,t-¢L-or�io� p/ ry isms,carrk.r we*�sJerw �P�rM/ivn/:RF-F.fAO�rT e,JdL Or�/pJRt, drOd-ltj� W+E-N1�sYR�j a`17a'1. / ah wr O[40DRIOINL EA6F?[7RC MID/ORRC71M19 ITN7 MOT lOIORN : «NKKAwtY/M•uW TN./s(/.e N111K SIANEr TlfaT uar R itRNO IM nE RECOInS OM.1 QOINIY:' i : !1 - .R1ARM�'S SM OM.PIN 31101 ' M4 Tt600"astw,we[M f[:tl1F F0��7lK;W-OF.,NpMOM ri0u0R F/R16SQy-�..� . ALL. AMERICAN SURVEYORS OF FLORIDA, IMC. &M sTwwT v-PW sw Jew mAk*,M.Vt _ aml .fJff7T_R0vf1.•tiII/,: . .. . 71K JAIIGB Y1CR»M=w"no WMA"MOMJID R�TIOM.. �, 111Y > RiirRC 7!C9gMD F1`Srpu A dMN01�A72¢ Y- tav.c- R GM •. i AU•• . I nwti .GPM Im .701/x.:: (+i' .:•.. J'1 , Ut .soR-wRpr v.� .wrQ�aapai j• � `. , —9 .Io•et n .9K s - nitl�fi0t.GIG:/£D4 NOTICE TO: Water Department FROM: Building Department DATE: � - l 3--0z ---------- --- ----------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number 4 -------------------- ---------- --------------------------- -------------------- --------------------------- -------------------- --------------------------- ------------------- --------------------------- -------------------- Sincer Pat Harris Building Department CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 -- ''w- SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS _�2b6.41� 5� l Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH i MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I- PERMIT INFORMATION- T- .LOCATION INFORMATIM 4 ,Permit Number: 21137 Address: 541 SHERRY DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 69 Proposed Use: SINGLE FAMILY Lot(s):PT 40 & 41 Block: 1 Section: Square Feet: Subdivision: ATLANTIC: BEACH Fs+ v2111p: Parcel Number: fImprov. Cost: = y VIiNER tNIFORKAMN''- "} Date Issued: 12/13/2000 Name: WATSON, JAMES Total Fees: 51.00 Address: 325 SAWMILL LANE Amount Paid: 51.00 PONTE VEDRA BEACH, FL 32082 Date Paid: 12/1312000 Phone: (9_04)545-8805 Work Desc: INSTALL HVACNT-RACT - , N 1 AIR SYSTEMS i PERMIT 51.00 f i I 'i i I i I � f I I I CROUGH MECHANICAL 1 FINAL i I NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER _ j "FAILUR€ TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY j OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF IA'Al. — — / A $51.88 14 •__ Date: 12/13/88 81 Receipt: 8818398 ^AT T!C BEACH �1UILD CHEcKs 11837 881@103221888 BUILDING AND ZONING INSPECTION DIVISION CITY Of ATLANTIC BEACH A1LAN11c: M9ACH, FLQBtt)A 80.1133 APPLICATION FOR MECHANICAL PERMIT cAl l IN NUMBER livIPORTANT Applicant io cornplefe al! items in sections 1, 11, 111, and IV. LOCATION Stroet OF WILDING 11. IDENTIFICATION — To ba cornpleied by a!1 applicanis . In considvation of permit q'vvm (o, doing the -orl. as d0vz4ed it, Ike ltb�,a tfoilltmom -a hereby e;tleo to pofform se:cl .cork in occv6ncq with The aft6-hjd pions and spCilicotILIP& wl,i-.1rl are 0 poll I'll-OLI tell in the C'ly tsl J@4Js%)nyd1v ordinances and 0" aids of good p!6rf:l:* lilied 6616;A. Name of mochdorkleal C*ntratlor (Print) -A T EjTFm,. nF F1 A Tn T W f- Home of -1 jb�_�)F MEADE Ptoporiy Owflof CAC 057553 $111neture Of owrkor Signdlur* of W AvilholliLod Agent Architect or Em 91maer Ill. GENERAL INFORMATION A, IVP4 of hq&tIRq fuel: IS OTIJMR CONSTRUCTION SCIP40 DONE ON T1415 SV(LOINO OR SITE? ❑ Gas 0 N*Nf&l 0 C*,0161 Utility IF Yes, owe fiUMPER Or CONSTAOCTION Oil PERMIT 9 C"hor — Specify — IV. MSOKNr_AL WUIPMSNT 10 it INSTALL10 NA7'V9C OF WORK (FMVide LOMP1#10 lift Of COMP0019"It On "Ciel Of thio IOPM) Rwldewial rir I-] C-ommerclal HII&I E3 SpICIt 0 111,0461110J A COMM 0 Irket O Now Building Ah CAtodtfianingi 0 ROOM; c4olrel Lmeling Building . X_ D Roplacomont of existing systom ❑Nell System. mbtonal�_ & T�let$*W_ Naw Insiallailoo(NC System pritylOwely installed) Extension of add-on to existing syrolem E3 Rofrigention C�W;A4 tor,or: fit*-joAklors: Number of hods- E-6villor 0 Monlik 0 Eicalatv THIS $100ACE FOIL OMCK 04 ONLY 4410111fif pwmp4__.'__ - (nmmb*r) C). Tod. - —.(numbot) Aomori; 0 11Ya wntoirro Inurnil,90 D 1jithrW P"ut*ve" Permit Approv*d by__..._ ah--- (3 Sellers otiw — specify ..... Permit Fq- L10rr,ALL EQUIPMENT AIR C0NDI110NIi4G AND RFPRIGMATION EQUIPME14T r4ab"Jty A rovtm Number VAHA Model Number U Anufa*UuIr (wm- 42 W2,15111, lip —118 12 M. C.PZ 41V MATING - FUMACES, BOILURS, FIREPLACES Numbtr VAR& rowaripuan Mo0#11 Number w1mut"tum TANKS Row buny X001w cav*44ty Tpe Liquid Next* of Social Ap ro g No. cy CITY OF Office of Building Official REQUEST FOR INSPECTION Date "/z---0 / Time Received q M Permit No. P. c Job Address Owner's Name OCali BUILDING CONCRETE Contractor Framing ELECTRICAL Re Roofing Footing ❑ RPLUMBING MECHANICAL Insulation Slab ough Wiring ❑ ug p Pole Roh ❑ Lintel ❑ Tem ❑ Air Cond. & p ❑ Final 0 Top Out 11 Heating �--^� —� READY FOR INSPECTIONSewer ❑ Fire Place p Fab .- Tues.. ... __ Wed. Pre ection Made j^ Thurs. Friday A.M. ,�� A.M. /� P.M. Inspect P.M. P c /�!!/� mal Inspection- Certificate of Occupancy - ( Date ` - ` f �y CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 , CC ii t INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032414 Date 3/13/06 Property Address . . . . 541 SHERRY DR Tenant nbr, name ROOM ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation 28000 Owner Contractor ------------------------ ------------------------ R.S. R.S. PENNINGTON CONSTRUCTION 380 13TH AVE N JAX BEACH FL 32250 ------ (904) 993-2000 Permit • BUILDING PERMIT ---------------- ------------ Additional desc . . Permit Fee . . . . 170 . 00 Plan Check Fee . Issue Date - 85 . 00 Valuation . . . . 28000 Fee summary Charged Paid Credited Due Permit Fee Total 170 . 00 170 . 00 Plan Check Total • 00 . 00 85 . 00 85 . 00 . 00 . 00 Grand Total 255 . 00 255 . 00 . 00 . 00 T PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA WELDING CODES. BUILDING OFFICIAL $rLYr t CITY OF ATLANTIC BEACH Cc: J BUILDING / ZONING DEPARTMENT v� 800 Seminole Road rr -= Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # AD-,qo'?414 I� Property Address: losz/ s r I've) Applicant: f / Project: 1�_(XJl� d d 1l h -n This permit application has been: Approved Reviewed and the following items need attention: •�' �t� 5 vu-{Za.� ��C DG ./3 .0( Please re-submit your application when these items have been completed. Reviewed By: L 1, Date: ;jtL� J��J�` Date Contractor Notified: AF CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION p 2006 j (New!Residential & Commercial) low ko � Date: Job Address: Jre�� I�ta722y J�/tl�� Owner's Name: W /Aq f al/'aam ,` Address: s�� S� f N ,C?1 / L - � Phone: 11�5�— 7W 4t Legal Description: Block Number: Lot Number: Zoning District: Contractor: OQ (!Y 11 e6rV 6-AP— State License Number: Address:95L9 ,ew 46;:* Phone: City: State:/ Zip:,3222,5 Fax: -AP - 22.29WZlp . Describe proposed use and work to be done: 4/ 4W©X77eO IXD IA�41Wd) OX-- Present use of land or building(s): Valuation of of proposed construction: aS, ,spa Is approval of Homeowner's Association or other private entity required? LV If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more te,the origij - or the removal of any trees? A1621 NO. Applicant certifies that no change in site grade, imper?ious irea 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 a0Propriate. 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 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 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. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: &W1Vc9L Mailing Address: Telephone: Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation 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. K Signature of Owner:� � _ Date: QP AS TO OWNER: Sworn to and subscribed before me this day of �� ,2006. State of Florida,County of Duval r Notary's Signature: zz�a 00,04h, I"d0fe sa �pwn MY Cm Wslw DD=W ❑ R.ersonally known °"' EWA�Y 16,2M Produced identification Type of identification produced 1),/#F-3035 Signature of Contractor: 40gDate: AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval ....�..... Notary's Signa Nt JEANETTE M.DEAN MY COMMISSION#DD 500964 EXPIRES:January 23,2010 Personally kII e=W rnN Notary Pteft urdemmiers [] Produced ide ification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.cLatlantic-beach.fl.us Page 3 Revised 8/04 /"12,--7AAtV �Y j� i OTICE OF C OUNMNCEI State of T ISO q!D4 Tax Folio No. .. County of I)L,(-.V A 1, _. To Whom ItMay Concern.- The oncern: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 CONIMENCERENT. Legal Description of property being improved: 59 t 5h e y-rcd Address of property being improved:_.s% HO k R '/ lIQ I Vo "AaAHJT/G 4 General description of improvements: rt o x,1 Owner. w Address: O',Owner's interest in site of the improvement: KFee Simple Titleholder(if other than owner): --- Name: C--tractor. .S NASI lV TDA/, 1 �ptJJ-f�i ~1f/L Address:. 350 Jl, V,Pe, 0f- 6' -.��v6�✓2IZZe 3222-4 Telephone No.. bfl � _ ;ax rdo: D��S�© Surety(if any) Address: Amount of Bond S. Telephone No:. Fax N/ Doc#2006074617,OR BK 13105 Page 667, Name and address of any person maidng a loan for the construction o: Number Pages:1 Filed&Recorded 03/03/2006 at 09:39 AM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY +' RECORDING$10.00 — Address: Phone No: Fax Nc Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name- Address: /T r Telephone No: Fax No: 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 Statues. (Fill in at Owner's option) Name: 11 A Address: ` Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Asigaed: 4 ' ate /` �!�6- Before me this. Z y n day of 69 q l j vai,State Of Florida,has personally appeared Gma"M Demos- Notary P'ubiic at Large,State of Florida,County of Du } My commission expires- ��* �P�July 18,2008 Personally Known: or Produced Identification: 0 L ?t (n�5- [� Sf CITY OF ATLANTIC BEACH Cc: BUILDING /ZONING DEPARTMENT 800 Seminole RoadC4. =ns Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: .( 74/ .V Applicant: 3c� CD/r aayn� 2� Project: /�L� Q z �'bn . This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your lication when these items have been completed. 01 Reviewed By: Date: Z'O,ro Date Contractor Notified: CITY OF ATLANTIC BEACH MAR 0 2 2006 BUILDING PERMIT APPLICATION (New Residential & Commercial) BY Date: Job Address: Owner's Name: Address: sw Phone: 9P 41- 2vW <K 7 Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: 86-0415.3 Address:350 .0e E Phone: City: State:}-Z Zip:.3 Fax: Am - 22-i-cw6 Describe proposed use an work to be done: Vjy-tl 4W,0177DO IXD '5 ev 21 Present use of land or building(s): Valuation of proposed construction: ::P9R,Per Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, adelffic-a ol'5% or mor4,-!te,i eorifi or the removal of any trees? A/O, NO. Applicant certifies that no change in site grade, uaperiions area or fill material will be used on this project Fj 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 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 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. we 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. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: &-&/1V1>VL Mailing Address: Telephone: Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation 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. 'J� / K Signature of Owner: �� A/I l v-�� Date: �! 1 yf 01 AS TO OWNER: Sworn to and subscribed before me this Z ��'J day of L-� ,20 10 6. State of Florida,County of Duval * Isadore Notary's Signature: c *C0nwftWo^ ❑ Personally known �'�'tg•� / Produced identification Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this /�%� day of /y/6-} ,20 State of Florida,County of Duval .....� Notary's Signatuke;_ JEANETTE M.DEAN - �: MY COMMISSION#DD 500964 nEXPIRES:January 23, personally km BMW W [ produced ide 'ficati '�•;, � BMWa xu►bwy u Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.cLatiantic-beach.fl.us Page 3 Revised 8/04 -- - - - -- ..��.. .�.�...., Lf�. VU It UUC Fiug 01 03 06: 57a RG"- SURVEYING 90 389-6175 p. i F S ht �^ MAP SHOWING BOUNDARY SURVEY OF (PAGE ONE OF TWO) (SEE PAGE TWO OF TWO FOR LEGAL DESCRIPTION) j CERTIFIED TO- WILLIAM R. MCCULLUM AND L.ORRAINE S. SCHW / PONTE VEDRA MORTGAGE, INC- _ HEADMOSS dr FUP.A. LAWYERS' TITLE INSURANCECE CORPORATION S 31'40'15" E LOT•38. 50.00' (DEED) BLOCK c S 31'35'08' E 50.09' (MEASURED) / '1 FOUND 1/� IPAN,►IPE ..•" NO IDENTIFICATION THE NORTHEASTERLT LINE OF LOT s0 0.2, FOUND 1/2" IRON PIPE 0.3' NO Ip6N T+hCAT1ON � ,! / 100-00• (PLAT) 0.4, mr m O O < m r J NR CONDITIONER V C7 PAD Z C T1 © 8 PGH . " Ln 01 Ln L;j9'A ' S.3' Ln co � � a Q - • m fTl � D,r g n (mT7 o p p o 100.00' (PLAT) 1 V TWO STORY ;F- Ln V q FRAME coL-41 rZ i POSTED !,i 541 N mmD m�1�1 m W r C m C"REO u C O Q ENTRT 0.0' S.3' m r �I A 6 Q as T�1 �a 0.6• o a• �' _ 0.2' OUND 1/2" 'ROM RPE +•� ' •S 1 0 E W A L K. NO IDENYIGICAMO-N POINT OF BEGINNING N 34'41'45- W THE HOST WESTERLY CORDS OF $AID OFFICIAL RECOR 50_29' (MEASURED) SHERRY DRIVE BOOK lies, PACE 157 N 34'37'10" W POUND 1/2" IRON PIPE (VARIABLE WIDTH RIGHT OF WAY) NO IDENTIFICATION 50.32' (DEED) No Acc vT D Br. LEGEND: R m RADIUS —x— FENCE L - LENGTH O CONCRETE NOTES: 1. HEARINGS ARE BASED ON THE - _D_ECD __ BEARING OF _ N 5839'29" E ALONG THE FZEV15IONS NORTHWESTERLY BOUNDARY LINE OF SUBJECT PARCEL - - Z. By GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X A DATE DESCRIPTION NATIONAL FLOOD InISyRANCE MAP DATED APRIL 17, 1980, COMMUNITY NUMBER 120075, PANEL SHOWN ON THE 0001 0 3 HIS SURVI�y REFLECTS ALL SUPPLIED. UNLESS OTHER SE STATED NO OTHER ENTS A, R143HYS OF TSLE VERIFICATION ON HAA ENA FORI PERFORMED BY THE IFAY AS UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EuBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 21427 1 DATE OF FIELD SURVEY: 0729-03 DATE OF ISSUE: 07-31-03 SCALE: 1' - 20' CERTIFICATE YSZZ Oak SUeet 1 HEREBY CERTIFY THAT TMS SURVEY %VAS RADE UNDER MY ACSPONSI8LE CH^RCE Acm JOCkSOrl ville, FloridaOf32204 NO MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-389-3984 BOARD OF PROFESSIONAL SURI+EYORS AND MAPPERS W CHAPTER 61017-6, FLGRIDA (FOK) 904-399-6175ADNINISTRA TIVE C UR$UANC TO_SEC 472OT2-FLORIDA STATUTES. Z— v 1V— wm1xmmffAm CHARLES K. MC INTOSH LICENSED BUSINESS # 9702 REGISTERED SURVEYOR AND MAPPER N 3502 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS { CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ,\•�F�;s`.�fir, Application Number . . . . . 06-00032746 Date 4/10/06 Property Address . . . . . . 541 SHERRY DR Tenant nbr, name . . . . . . INSTALL RECESS LIGHTING Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCEAN ELECTRICAL CO. , INC. PO BOX 50737 JAX BEACH FL 32240 (904) 249-3112 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL s� CITY OF ATLANTIC BEACH, FLORIDA - ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 200(. 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. ELECTRICAL CONTRACTOR: MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: MC C-4-,11444,1 JOB ADDRESS: RES.(I/APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW( INCREASE( ) REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM.( ) FEES SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED 1 OPEN TOTAL 0.30AMPS 1 3 1.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS c: SS d rk UNDER 600V OVER 600V TRANSFORMERS: NO. I KVA NO. I KVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH I FLASHERS EACH SIGN 800 Seminole Road• Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904).247-5845 • http://www.ci.atlantic-beach.fl.us Revised 0l/17/0i Jr CITY OF ATLANTIC BEACH `.. 800 SEMINOLE ROAD _ { ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032685 Date 4/04/06 Property Address . . . . . . 541 SHERRY DR Tenant nbr, name . . . . . . FAM. ROOM ADD/KIT REMDL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BARKOSKIE ELECTRICAL SERVICE, INC. 48 S . PENMAN ROAD JAX BEACH FL 32250 (904) 246-4731 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES BUILDING OFFICIAL f�'11I n, CITY OF ATLANTIC BEACH s ELECTRICAL PERMIT APPLICATION it t Date: Property Address: pp � � Owner: I" C_ ZLt,!�-t Telephone #: Contractor: Telephone #:2-46,-47-3 Contractor Address:q-5-- t4 '7"C�a AvC_ Fax#: ��/"8�� 7 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: L) Trailer Service: if other construction is El New Q" Residence ❑ Temp. ❑ New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair -3v-414( Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 10 AMPS I I 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed o.loo nMPs OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sin l ; Miscellaneous I`-�7-1��C•'�=�?1 izcm l T-5 1C l T lC 0ticDCL bo i 1ZC= E-A7U I L y 1<Q ocLA �7-D i T t c t3 — C dk`L 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us 02/08/01 09:09 ALL AMERICAN Sl12VEYORS 4 904 247 5805 N0•313 0m MAP SHO WO B- ,EMARY SVRvvl DYE' ' APORTION OI+LOD IS40AN12BLUCK7•AILANrieMAC11,ABuvow J tbl(19t�,ll: VY7[.1JMEI�iS.}�QR'i37.A IAMTANCE OF 107,13 FfiL`T IN PLAT IT"5.FACIE 69OFTHECURRENT PU13UJCRBCORDSOFDUVAL ltdfIWNIMS4NUK7'HCNLYILtWVAbV3MULU1/v.1HE.N(lWL11 i COUNTY,FLORIDA,TOGL"DHiR WITH A PORTION OF TWO I.ANDS 31!40113"LWr,ALQNC TIiH NOR'7HHA37EkLY LINE OF SAID LO'T 40,A DESCRIBED IN oMCIAI.RECORDS VOLUME,12415,PACE 157 OF TINS �DI6TANM OF 30.00 FEET;THENCE SOUTH Sr 3750"WW A DISTANCE OF APM1SA(IiCUKREMPPIfBWCRECORDS AND BM40MORE PARnCULAhLY 103.1SFC3TTOANWTWECTIONWITH TSIEAFORESAIDNORTHEAGIMY DESCRIBED AS FOLLOWS:FOR A POINT OP R6GINJINO,COMMENCE AT �IIbKTOF WAY LINEOF SHERRY DRIVE.THENCE NOOLTH 3437'10"WEST. 'TMIi moKi WIi.Y'I kKLY wKNEK OF SAID UvvWIAL KKUKDS VDLUNv 17832 ALAw.UfDNaRTNRNATRRL,Y•RIIHiT GF-WAY TAME,A DtF1'ANCA(W.50-i? PAGE tS7,SAID POINT LYR40 IN THE NORTH BAVMRLY RIGHT OF WAY OF FL38'f 7'0 370 PANT:OP-;fSl1GIPA•i1N0. SIIERILY DRIYE(AS NOW USfABUSHCD);TYI&M NORTH S{14"BAST, . . ALONG THB NORTHWCSTCRLY LAM,OF WIT LOTS 40 AND 42,AND SAID GiFRnFiEP 76: L?�A/�> 1 �IPJ11lJr%l�..rZ�QT. COW)VF N/6ALThH 4'wp:r'". Ap 1AtWl.PIAofc& CCLNIINNY Wet63 F, Cq.0 MAenSA48 f IV f p ? � , 1 1 trU ... '. oAA an io f f A 1 O 7- ¢� •`, } '• �� 141 L ! �� 11 ,{/11�1� �� ' . . `b:e !*. �y a �• Rioja. �( of :' • '� .i• '� is-• s�, • . g© , ►� FA& Of 40 i C d Nati Mme.alis► ow SAMAWIFNIftr . 4z.f • � y �� ;s.erAW.Myf-far,P R,al�e j 1 /DCI BCeV•/!'.7�� fawc,N/or�a ltToF.S,/- L ri�ocy) ¢A.�.Q, Fpii/M r_,I Fre.fq s.Jd4 Ft6J.£2 D•r�-/TWIt AKE�:E-OC�rr r rceYs:.l.e0 Iwoww 7W.&6l"• nu:RE WY W.AMMWL EASUADn AND/�1 Iga'RC'00MS 400( (" . VAIIIII15 BA Y1 1104 YAY THAT WY W Frxm 1N(HEsumm Pls1C R0.'GIpS ON 0011NTY. 011 FL90DIHAIMNOEM :11•/' 0 TMLOF. FARM, l ALL. AMERICAN SURVEYORS ', OF FLORIDA, IMCI L"SIIIIfTeft-pw slr im t•+0.lLIIIE d01:• J,L/7-KOI//,Ri+a/1. :TIK :W1eli Rt;1K EVR'44D Meat w R[1N0Rmou wonaesw MC• AFS+A nccnlons, N►pyfaetApwR�1TMpATT K1c urecT aouc: P.RL.-u0 afilvDlCE �' N�Ry W."0 m PDItS1 iD c1uPrU"47 a2'7 A� 1Ct1-e,: sq R CA pt- '�f 0!a1INF oil*Nip:uft 15 61D wo;Rf.'RAL: . 1. �S, . .,cwTH rac•. MR04. .NO D.1140 SON,At..IM IMT. 'V( 0.AL tl=M uDL V fIM.1[D w"- ' �,' a i �• i. t - ��[ Ls . K!+ .Hort-ar-�'Ar e a owe YN1O160 t - BRACKETT and Associates, Inc. ' Structural Engineering December 20, 2000 Coto l� City of Atlantic Beach RECEIvED 800 Seminole Road VIAN 1 3 1001 Atlantic Beach, F132233 City of quantic Beach RE: 541 Sherry Drive BUilding and Zoning "Threaded Rod Installation Brackett and Associates, Inc. confirms with this letter that to the best of our knowledge and engineering judgement the installation of the epoxy and hold down system meets all code requirements. Should any further assistance in this matter be required, please feel free to contact us. Sincerely, azz Charles T. Brackett, PE President 2305 BEACH BOULEVARD • SUITE 104 • JACKSONVILLE BEACH, FL 32250 Phone (904) 249-7370 • Fax (904) 249-3905 //►►11�� //CITY OF fYl�Gilt /3 =A-07k Office of Building Official REQUEST FOR INSPECTION Permit No. Date ' Time A.M. Received P.M. ` Locality Job Address �/L✓I/J D Owner's t \_ "` �5 r & - Contractor ��' �� Name 1/.�T✓ a CONCRETE ELECTRICAL PLUMBING MECHANICAL BUILDING El Air Cond. & El Framing o Footing ❑ Rough Wiring [I Rough ❑ Heating El Temp Pole ❑ Top Out ElRe Roofing O Slab ❑ Final ElSewer [I Fire Place Insulation ❑ Lintel Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. A.M. G� P.M. Inspection de Final Inspection ❑ Inspector Certificate of Occupancy ❑ �7 Date .. CITY OF Y&Godw ne4cli-991 . e Office of Building Official p_, REQUEST FOR INSPECTIO Date /�� Permit No. Time A.M. Received P.M. Job Address Locality Owner's � /// � (/ '�'I;I' Name / ((WWW// _Contractor - BUILDING C0NCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & C Re Roofing F- SlabTemp Pole LlTop Out ❑ Heating Insulation Lintel Final Sewer ❑ Fire Place ❑ Pre Fab (� READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector l.�L Final Inspection Certificate of Occupancy ❑ Date — 4 ' nn CITY OF \` Office of Building Official / REQUEST FOR INSPE ION Date /L Permit No. v Time A.M. Received / PM. w -D)Q . Job Ad ress 1 Locality Owner'a , n a_ Name VlJ "CC��ntrr"aaLLTTor 5� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date ��//11�� //CITY OF TYLIA /3�-99&u-J4 Office of Building Official /REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P �AdLocalityOwner Name Contract BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final > , ❑jef �L Fire Pre Fab ce El READY FOR INSPECTION Mon. Tues. Wed. �ThurFriclay P.M. — / r A.M. Inspection Made (P P.M. Final Inspection 11Inspector Certificate of Occupancy ❑ Date �n1� CITY OF 4d ��"vt Office of Building Official REQUEST FOR INSPECTIO � Permit No. Date A.M ` Time P Received Locality Job Address Owner's Contractor Name IN MECHANICAL BUILDING CONCRETE ELECTRICAL Air Cond. & ❑ Footing ❑ Rough Wiring ❑ Top Out ❑ Heating Framing ❑ Temp Pole ❑ ❑ Re Roofing C Slab ❑ Sewer ❑ Fire Place Insulation — Lintel Final Pre Fab READY FOR INSPECTION A.M: Mon. Tues. hurs. Wed. TFriday / Q o A.M. U P.M. Inspection Made Final Inspection C Inspector — Certificate of Occupancy ❑ Date CITY OF 4&1"44 Office of Building Official REQUEST FOR INSPECTION —= Permit No. Date A.M. Time P.M. Received Sy S> � n2 Locality Job Address Owner's Contractor �� T S Name PLUMBING MECHANICAL ellCONCR T ELECTRICAL BUILDING g Rough ❑ Air ting & ❑ ❑ oohng ❑ Rough ole ❑ g ❑ Heating Framing 3i� Temp Pole ❑ Top Out ❑ Re Roofing ❑ Slab /�— ❑ Sewer ❑ Fire Place Insulation ❑ Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. Wed. Thurs. Friday— PM. Mon. Tues. A.M - T inspection Made Final inspection ❑ Inspector Certificate of Occupancy ❑ Date n1� /CITY OF ri/I�s Q�- Office of Building Offici REQUEST FOR INS CTION 2 U L> Permit No. --- Date A Time P Received Lo lily Job Address Contractor N PLUMBING MECHANICAL CONCRETE ELECTRICAL ❑ Air Cond. & ❑ 0 Rough Wiring ❑ Rough ❑ Heating ❑ Footing Temp Pole ❑ Top Out ❑ Framing ❑ Slab ❑ Sewer ❑ Fire Place Re Roofing ❑ Final Pre Fab Insulation Lintel READY FOR INSPECTION FM Wed. Thurs. Friday Tues. Mon. A.M. Inspection de J Final Inspection ❑ Certificate of Occupancy ❑ Inspector Date +/�� oox ////& //CITY OF Office of Building Official REQUEST FOR INSPECTIO l — 1 Date —7- 4 mit No. Time A. Received Job Add ss L cality 4(q Owner's Contractor Name CONCRETE ELECTRICAL �� MECHANICAL BUILDING ❑ Air Cond. & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Heating Re Roofing 11 Slab El Temp Pole E] Top Out Fire Place ❑ Insulation 11 Lintel Final ❑ Sewer Lintel �. Pre Fab READY FOR INSPECTION ] Mon. Tues. Wed. Thu,s. Friday P.M. A. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date t CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD VN ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032581 Date 3/22/06 Property Address . . . . . . 541 SHERRY DR Tenant nbr, name . . . . . . 200 AMPS 120/240 VOLT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- SCHWAB BARKOSKIE ELECTRICAL SERVICE, INC. ATLANTIC BEACH FL 32233 48 S. PENMAN ROAD JAX BEACH FL 32250 (904) 246-4731 ------------------------------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . 105 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 .00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL MAR-i<1-2006 14:46 FROM:BARKOSKIE ELECTRIC 904-249-8017 TO:2475845 P.1 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION N� Date: o 4, Property Address: 2 Owner: M cL U LLLAN " SQ+WL31 Telephone M Contractor. Telephone#: ContractorAddress: :?.5_3 AVE Fax#: Z4-94'8nf •7 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in at:cordance with the City of Atlantic Beach ordinance and standards of good pnictice listed therein. Building: Building Type: O Trailer Service: If Omer construction is O New Residence ❑ Tem p. O New being done on this building Or site,list the building Iii Old ❑ Commercial ❑ Signs o Increase Permit number. O Re-wire ❑ Addition Sq.Ft. O Repair 3 Z 4 K Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service lZo/- RACE Size AMPS /,-00 PH W 3 VOLT / WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets �\ CONCEALED OPEN � ReFgtacies CONCEALED OPEN W r � 0 Switches Incandescent Fluorescent & M.V. Fixed 0.100 AM OXER BELL Appliances - TRANSFER. _ _ H.F. —--- CEULING KW-BEAT Air H.P.RA'CING H.P.RATQ�IG Conditioning COMP.MOTOR OTIIER MOTORS AMPS HEAT Motor 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS D 6011 I-Transformen NO. KVA NO. KVA No.Neon Ttansf Ea. Si Miscellaneous 040,Seminole Road. Atlantic Beach,Florida 32233-5445 Pbone:(904)247-5900• Fax: (964)247-5545• http:f/wwrv.ci.atlaetic-beach.fl.us CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION fs: ss Date: Property Address: n /� C� Owner: I"�c-e Lt LLUN Telephone #: Contractor: -k214v K t�E C=LLZTFK-1 C _ Telephone #: Contractor Address: 85-3 /'?'c Fax#: :00-,9D1 _7 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: if other construction is ❑ New Gds Residence ❑ Temp. C3 New being done on this building Or site,list the building 9" Old ❑ Commercial ❑ Signs ❑ Increase Permit number: . ❑ Re-wire ❑ Addition Sq. Ft. C3 Repair nz Z 14 Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service l Za RACE Size AMPS 0 PH ( W VOLT / WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED 2 OPEN 0 10 AMPS31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us nn& //CITY OF aa& Office of Building Official / REQUEST FOR INSPECTION Permit No. O Time A.M. Received P M. Job Addr L Owner's C�r Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ ❑ Insulation ❑ Untel ❑ Final ❑ Sewer Pr Fa� ` AVY FOR INSPECTION Mon l u ( Thurs. Inspection Made ° O 00 i al Insp ction ❑ Inspector Certificate o ancy ❑ Date /� -- CITY OF ''----�JJ-- }YIL oske Q�-�L� Office of Building Official REQUEST FOR INSPECTION Date Permit No. _� Time A.M. Received P.M. / ^ Job Address Locality r Owner's C C (h f��• Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Fab Place ❑ �� READY FOR INSPECTIO A.M. Mon. Tues. Wed. Thurs. FridayPM. 7 j PFnal Inspection Made L'u nspection ❑ Inspector Certificate of Occupancy ❑ `C Aj- �- Date Oct-10-00 09:07A Harry McNally 904-247-5872 1 P.01 D(7-4-2040 11:36A FROM: ?-47-5845 PRICE Q U TE APPLICATION FOR WATER AND/ORSEWER TAP APPLICANT NAME MAILING ADORESS PHONE NUMBER 6- 5 -P S'oj SERVICE REQUESTE0 4 SERVICE LOCATION DATE SET 10 PUBLIC WORKS r DATE RETURNED TO BUILDING OEPARTMENT PUBLIC WORKS DEPARTMENT PRJCE CUOTE RESPONSE WATER SEVVER- Z J --e. 1— - { OTHER. PRICE QUO-[E PR13'Y- Si , 1 EPAREL7 6Y: Si �tur - ifp DATE NOTIFIED OWNER II i OCT-10-2000 TUE 09:39AM ID:247-5845 PAGE: 1 CITY OF ATLANTIC BEACH 1"1CP]A OTACAIT /lC DI I11 1- INC 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUWiE3iNG PERX1vI1 1 PERMIT INFORMATION i LOCATION IN�F•--�ORMATION ?Imre-\ i115-,-nr: 1)n.po 1 T4411rJ,. r4' (ZU4PQPV DQI\!P Permit Type: PLUMBING I ATLANTIC BEACH, FL 32233 Clacts of Wn.'L: INPWTnrghir: Ra•+�e: Bonk: 60 Proposed Use: SINGLE FAMILY Lot(s):PT 40 & 41 Block: 1 Section: Si,-!are Feet: I gmbdlvlsion: ATLANTIC BEACH Est. Value: Parcel Number: improv. Cost- F_ OWNER IN=ORIuIATI0N ' • ' „" .- Date Issued: 10/18/2000 Name: WATSON, JAMES T oiai Fees: 74.50 Address: 325 SAVVI viI'LL LAIN'E Amount Paid: 74.50 PONTE VEDRA BEACH, FL 32082 I'1��_ n___I, All,/An/'\/Inn P.�________ /nn A Ar' nnn� L ate Paid: IU/ ICJ/GUUU P 1,1v11 e. k cl U'+),5•+.J-O V 05 Work Desc: INSTALL PLUMBING IN NEW HOME P!/%asrn AAT/\!'►Il7\ -r-,- n •.111i'1 CATS A\t FEE - irViY I Rl1i►1 V_ft1�_ _ " llr l•'LlVl1.1IV,1.�1 [G.��... �;:•. .. .._... tom':. �DARLEY'S PLUMBING INC PERMIT 74.50 i i i i i }.. x. . .; UNDER. SLABPLUMBINGSEWER/WATER 'TOPOUT FINAL i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING A I ERjA MMAL, RUSBiSH AND CUE-0-MS FROM 1 HIS WORK IMUS I NOT BE PLACED IN PUSLiC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER - "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $74.5014 14 Date: 18/18/n 81 Receipt: 88858111 CHECKS t C) 88188883221888 A-fLX9TIC BEACH ILDIN DEPT. u. CTT ' OF ATT.AN=C APPLXCATICW FOR PLLMZWG PEMdXT JOB LOCATIOIT: J1 e(ter t ry OWNER OF PROPERTY: `� , �TELEPHt7NE IIO.._ PLUMING CONTRACTOR CONTRACTOR' S ADDRESS: STATE LICENSE NUMER: )� TELLPH0NE: c, 9 / KW MANY OF TIM FCy a4WMG rtxT JRES II sTALLZD S.FNxs SHOWERS LAVATORY I 14ATER nATERS BATH TUBS 1 - DISHWASHERS URTSMLS DISPOSAL$ CLOSETS 1 WASHING MACHIM FLOOR DRAINS SHOWER PANS _SEWER J WATER RMPE OTHER TOTAL FIXTURES.-- ,f __--- x $3.50 MINIMW PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR; tpA -------------------------- --------vvvvvvvv.Is.+wFNMvavvvv a�w-I.+1v�v^vd INSTALLATION aF P7GU.M$ING AND FIXTURES MUST BE IN ACCORDANCE NTT"13 TAE MOST RECENT EDMON OF THE SOUTHERN STANDARD PLti MING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS M (904) 247-5826 SEWER C'ONNECTION'S MUST BE CALLED INTO 1''UBLIC WORKS FOR MSPECTIOId PRIOR TO COVERING CTP a (904) 247-5834 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION I_ _ LOCATION INFORMATION Permit Number: 21034 Address: 541 SHERRY DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 69 Proposed Use: SINGLE FAMILY Lot(s):PT 40 & 41 Block: 1 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: _ OWNER INFORMATION Date Issued: 11/27/2000 Name: WATSON, JAMES Total Fees: 25.00 Address: 325 SAWMILL LANE Amount Paid: 25.00 PONTE VEDRA BEACH, FL 32082 Date Paid: 11/27/2000 Phone: (904)545-8805 Work Desc: GAS PIPING _ _ -APPLICATION FEES-_ --CONTRACTOR(S)_ � _ AEI INTERNATIONAL CORP PERMIT 25.00 Jnspections_Required ROUGH MECHANICAL FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.80 14 C Date: 11/28/88 91 Receipt: 8814721 9 CHECKS - - -- - - -- - - - 88180803221080 AT NTICrBEACH BU LDING D M180083221888 2569 ——-- -----�— CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT _ PERMIT INFORMATION LOCATION INFRR ORYY MATION r Permit Number: 20647 Address: 541 NTICHBEACHDRL 32233 Permit Type: ELECTRICAL ATLA Township: Range, Book: 69 Class of Work: NEW Lots):PT 40 8� 41 Block: 1 Section: Proposed Use: SINGLE FAMILY Subdivision: ATLANTIC BEACH Square Feet: parcel Number: ----- Est.Value: - OWNER INFORM_— - Improv. Cost: Name: WATSON, JAMES Date Issued: 9/19l2000 Address: 325 SAWMILL LANE Total Fees: 50.00 PONTE VEDRA BEACH, FL 32082 Amount Paid: 50.00 _ Date_ Paid: 9/19/2000 Phone: (904)545-8805 _ W_ork_D_esc: CS4/0 200AMPS 1 PH 3W 240V NEW RESIDENTIAL SE CATION FEES CONTRACTOR( ------ PERMIT 50.00 HUNTER ELECTRIC I -- Ins ections Required — ------ ROUGH ELECTRIC FINAL ELECTRIC t NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION _ BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER _- "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. _ — ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 550.8a 14 �^- — Date: 9/19/08 01 Receipt: 0090183 TIC ATLANBEAC BUlLDI EPT. CHECKS 19?14 //CS�I-T-Y-O/F /3 �,��,/a 1YLLGflLL�' Office of Building Official REQUEST FOR INSPECTION 9 Date � Z 7 � IT"O Permit No. Time A.M. Received - P.M. Locality Job Address Owner's }Q ontractor Name 7 MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING ❑ Air Cond. & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Heating Slab ❑ Temp Pole ❑ Top Out Re Roofing ❑ ❑ Final ❑ Sewer ❑ Fire Place ❑ Insulation ❑ Lintel Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. A.M. P.M. InspectionMade Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH, FLORIDA APVrOwd DY APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE - JOURNEYMAN NAME5�' �LADDRESS: RFD goX BLDG.SIZE BETWEEN: RES.I-) APT.( ) comm.( ) PUBLIC( ) INDUS.( ) NEW OLD( 1 REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SQ FT. SERVICE: �N W(' ) INCREASE( ► REPAIR ( ► FEE CONDUCTOR SIZE Trc' AMPS COPPER ( ALUM. ( ) SWITCH OR BREAKER AMPS PH 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 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.i OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA 11 NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES D �� 52�-01-00 07 :40A Harry McNally 904-24, Hina-cD-ceee UO:e,5H rf UM- cf,4 <i TO:587c. PRICE QUO)TE APPLICATION FOR WATER AND/OR SEWER TAP APPLICAN 1 NAME MAILING ADDRESS PHONE NUMBED —DATE S f 6-' SERVICE REQUESTED " //V jj zzx0lz a� SERVICE LOCATION— ,5-4 I! rQ DATE SET TO PUBLIC WORKS_' DATE RETURNED TO BUILDING DEPARTMENT PURL-IC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: & :� L Q OTHER: PRICE QUOTE PREPARED BY: ��-�. •� � {ti �� r .�� Signature - Title 3/�rd DATE NOTIFIED OWNER SEP-1-2000 FRI 08:08All ID:247-5845 PAGE: 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _ _PERMIT INFORMATION LOCATION INFORMATION permit Number: 20619 , Address: 541 SHERRY DRIVE Permit Type: BUILDING i ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 69 Proposed Use: SINGLE FAMILY Lot(s):PT 40 &41 Block: 1 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: ---Parcel Number: Im-prov, Cost: 156,906A0 OWNER INFORMATION Date Issued: 9/12/2000 Name: WATSON, JAMES Total Fees: 3,623.60 1 Address: 325 SAWMILL LANE Amount Paid: 3,623.60 1 PONTE VEDRA BEACH, FL 32082 Date Paid: 9/12/2000 Phone: (904)545-8805 _- - Work Desc: CONSTRUCT NEIN HOME PER PLANS RADON 1209 SCHG 2037 CONTRACTOR S - --F- - APPLICATION FEES _ NATSON HOME BUILDERS, INC. PEr2MIT 946.50 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METERITAP 525.00 RADON GAS-H.R.S. 5.75 RADON CAB 5% 0.30 CAPITAL IMPROVE. 325.0000 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.44 SCHARGE/ATL.BCH. 0.61 1 � Inspections Required TREE BARRICADES TFOOTING 1SLAB COVER UP ;FRAMING FINAL BUILDING CERTIF/OCCUPANCY i INSULATION NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _ Lv L L r `� "�r��f• ATLANTIC BEACH BU DING DEPT. -- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 - --- _ —PERMIT INFORMATION LOCATION INFORMATION_____ PE_ Address: 541 SHE DRIVE Permit Number; 20409 ATLANTIC BEACH, FL 32233 Permit Type: TREE REMOVALRange: Book: Township: Section: Class of Work: NEW Lot(s): Black: Proposed Use: SINGLE FAMILY Subdivision: ATLANTIC BEACH Square Feet: Parcel Number: — - Est. Value: OWNER INFORMATION _— — Improv, Cost: 7/27/2000 Name: WATSON, JAMES Date issued: Address: 325 SAWMILL LANE 25 00 Total Fees: 25 00 PONTE VEDRA BEACH, FL 32082 Amount Paid: I Phone: (904)545'8805 -- ---- Date --- Date Paid: 7/27/2000 --------- - Work Disc: TREE REMOVAULOT CLEARING r --__--- PLICATION FEES 2- .00 CONTRACTOR S_� PERMIT PROPERTY OWNER — TREE BARRICADES NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION — BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUSTO BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR — "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"_____ --__—_—_ -- ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �`� --- $25.0014 ATLANTIC BEACH B ILDING D CHECKS 7/28./86 61 Receipt: 6676692 � „7 -- .�,,ee1666 i 1 f't1 V%1C AlikITIf� 4r AR .— .INilrlL—lvl - - - ----• -- i i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 3223" -TEL: =247-FR2_R,•FAX: 2A7 cQ77 _ PERMIT INFORMATION I LOCATION INFORMATION A! ....+.:....v. J�i i fi ir-i-iii T UM!V t j Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 { ! nl___ ..._ .Ir... :*�c� nr MW rir- Ivr��nr Tom....-_Lc„ I Proposed Use: SINGLE FAMILY Mack: Section- M! yes:. .. .. . _. . a� S ---_ ( a�_7l)i�1UIV Irj!}}� N 1 L-Mii i II.; OMMI._ . i Est_Value: Parcel Number: i •.::�:�:• V:::•• vfila`� I FORMATION •Date issued: 9/ii/2000 � N_a e: WATSON; JAMES +'�� BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 11"CH, FLORIDA 3XI33 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. LOCATION street Address:_ OF Inlvuetinq Sln•1e: ti•fw.•n �)- And s..., BUILDING seb.dl.alen II. IDENTIFICATION —To be completed by all applicants. fn cons(deration f permrl given for doing the wort as d•scri6ed in the above Itetement w•hereby agree to perform aid work In accordance (Ih the att-W Plan' and ,p•cifiutiom which u• a pert hereof and in accordance ..;ih the City of Jacksonville Ordinances and standards of good.practice Bided therein. Name el Mechanlul Con}r•c/or. Gnhaeler (►rrnf) C--C:- -s-t-)%V` M•du `� �'Y \�-- Name e) 1 hepedy Owner Sigeelen s(Oveer Signdur• o! er Aulhorrsed Agent Architeef or Englne•r III. GENERAL INFORMATION A, Type of Meting fuel: 8, ❑ Electric IS OTHER CONSTRUCTION BEING GONE ON THIS BUILDING OR SITET hes*.V ❑ N•Nnl ❑ Central Utility 1 ❑ OR IF YES, GIVE NUMBER OFfONSTRUCTION PERMIT 13 Other— Specify c�2a—� IV. MWHANICAL OQUI►MBNT TO BI INSTALLED kATURE OF WORK (hovide complete lid of eompomnh on bed of thio fona( Residential or ❑ Commercial [3' Heat ❑ Space ❑ Recessed C3os Control ❑ Roql,l New Building ❑ Nr Cenddiomleg: ❑ Room ❑ Control l❑ Existing Building ❑ Dec} System: Meteriet Thichn•aa ❑ Replacement of existing system M.XIMUM cepecily Lf-ft k New Installation(No system previously Installed) ❑ Refrig.rrtion ❑ Extension or add-on to existing system ❑ Coaling tourer: Capacity g,pJe, ❑ Other—Specify ❑ Rn aprinllen: Number of hwda ❑ Erre ter 0 Manlift ❑ bulefer Inumberl L� C3 Gasoline pem , fse (nemberl THIS S►ACE NR OPFICE UfE ONLT r� (R--"I Tanta (nurnber) Rsnaris . LFG osmtelne.a I (number) C) Unfired pnnun weal C3 loners Permit Approved 6y Dee. OtMr—'Sp•afy C---'06 � Permit c.. LIST ALL EQUIPMENT AUR CONDITIONING AND REFRIGERATION EQUIPMENT Capae! Number Unita Deacrlptlon Modal Number Mamutaabtnr (k ty �� HEATING • FURNACES, BOILERS, FIREPLACES pp,o.�,� C�p�clw ty AAM-T Number Unita U•sarfpfioo Yod•1 N4mWr Maautaoturar (13'STI) G� TANKS \ f Now Many Na rhW CapBdb' T7pe Lgt+ld Name of Serial Appcvvin` J and DlmeoaLoma Oontaln*d Mannfaatuzar No. Ateme� N 1 PROPERTY DESCRIPTION Lot # Block # Section � �a^ °'^ # ` Subdivision: ^, Street Name D2 DESCRIPTION OF 'Ti�ORK� or Address: (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description 51,-J61� r-A*11 V-1 ST o('-( Class of Work: New Remodel/Addition: ZONING INFORMATION Type of Construction: rx, m(;r, Zoning //yy Proposed District: 1�^S,2. Use: S Estimated Value $ &0 f oo 0 Exceptions or Variances Materials: VItJ`• L- C-AerANA S( AIX-e,5 Granted: Solid or Filled Ground: Roof: Method of Heating: OWNER INFORMATION Property Owner: WAr O"3 A04-le �L- . i2 S (�P one: �4 '2 73`��Z3 Mailing Address f"1 L, i CONTRACTOR INFORMATION Contractor: -(Af5- J �6rl(G �jcll�Jtal,S� r,,! G Phone: Mailing Address:-3 26 Zip: Exi STATE LICENSE I30: G n'c' C 4 7 S 70 Expiration 8&2; ! 0 Z 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 NTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND S PPORTI G D:3 HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE 1-.4 so Contractor Signature DATE SWO AND S IBED BEF RE ME BY `�"' q THIS DAY OF 144©0.') P&Cia Am My COMMISSION#C August V, PUBLIC BENDED WN TREY FAIN I w /n�1� � CITY OF ,',J,::,J/, Office of Building Official REQUEST FOR INSPECTION Date �_ S� �J Permit No. Time A.M. Received P.M. Locality Job Addres Owner's 50,- Q e contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ ❑ Tem Pole ❑ Top Out ❑ Heating Re Roofing ❑ Slab l ❑ Sewer ❑ Fire Place ❑ Insulation ❑ Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. A.M. Inspection M e P.M. Final Inspection ❑ Inspector��'� Certificate of Occupancy ❑ Date Book 9729 Rage 919 THIS INSTRUMENT PREPARED BY: Richard T.Morehead Richard T.Morehead,P.A. 444 Third Street Doc# 2004241423 Neptune Beach,Florida 32266 Book: 9729 Pages: 919 — 921 Filed A Recorded RECORD AND RETURN TO: 09/01/2000 10:33:19 AM HENRY W COOK Peoples First CLERKCCIRCUIT COURT DUVAL110 AIA North TRUST FUND $ 2.00 Ponte Vedra Beach, FI. 32082 RECORDING S 13.00 CERTIFY t 1.00 ! l COPY FEE S 3,00 NOTICE OF COMMENCEMENT PERMIT NO--------------------- TAX FOUO NO.169881.0000 The undersi ed hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 Florida Statutes,the following information is provided in thus Notice of Commencement. This Notice shall be void and o?no force and effect if construction is not commenced within ninety(90)days after recordation. 1. Description of the property: See Attached Exhibit A 2. General description of the improvement:single family residence 3. The owner:Watson Home Builders,Inc.,a Florida Corporation Address:325 Sawmill Lane,Ponte Vedra Beach,Florida 32082 \(,� Phone:273-SM Fay 2734306 " l Owner's interest in site of the improvement:Fee Simple 4. Fee Simple Title Holder(if other than Owner): Name: Address: 5. Contractor:Watson Home Builders,Inc. Address:325 Sawmill Lane,Ponte Vedra Beach,FL 32082 Phone:273-SW Fax 2734306 (� 6. Surety(if any): AA-= Phone: Fax Amount f ggond:$0.00 A copy o�the payment bond(if any)is attached hereto as Exhibit"A". 7. Lcnder:Peoples First Community Bank Address:2305 Highway 77,Panama City,Florida 32405 Phone:27341824 Fax 285.302 1 8. Name and address of person within the State of Florida designatedthe owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.1331)(a)(7): Name:Peoples First Community Bank Address:230S Highway 77,Panama City,Florida 32405 Phone:273.8824 Fax:285-3852 9. The owner has designated the following person,in addition to himself,to receive a copy of the lienor's notice as provided in Section 713.13(1)(b) of the Florida Statutes. Name: Address: Phone:Fax 10. Expiration date of Notice of Commencement: (the expiration date is one(1)year from the date of recording unless a different date is specified): a The recording of this Notice of Commencement does not constitute a lien,cloud or encumbrance on the described real property,but gives constructive notice that claims of lien may be filed under ChapFer 713 of the Florida Statutes. n Ho a Builders,Inc,a FloriPrpofia +`\ r_ati/-o7n James Wwatson, eta nt (Corporate Seal) IN 10 Paas 1 Pomf 20"Wom by Aummabd R*W EaIMM Ssndo@a.leo.1-800-330-1 U5 001113M2 t Book 9729 Rage 920 STATE OF FLORIDA COUNTY OF DUVAL instrument was acknowledged before me this ?3rd day of Augst, 2", b James D. Watson, President of The foregoing C ration He She is personally lawwn to me or w,atsou Home Bundera, Inc., a rids o rati oa behalf o [he corpo as identification. has produced �n . � toe�� /i�.l Noteigaryaiaturc St a Co ty Af said i Notary (Serial o•� �Y Notary MIMOu aW=""e RICHARD T. MOREHEAD Comm. No.CC 650759 ' Fly Comm.Exp.June 5,2001 „•, Bonded thru Pichard Ins.Agcy. oom w Form floUM by Aulannad Anal Fat+M iaeYfaaa.Ina t Wai�at2M papa 2 t Book 9729 Page 921 Exhibit "A" PLAT NO. 1 SUBDIVISION "Ari A PORTION OF LOT 42, BLOCK 7, ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH A. PORTION OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 1265, PAGE 157 OF THE SAI IBEDURASNFOLLOWS?CFOREA POINT OCORDS F BEING MORE PARTICULARLY BEGINNING, COMMENCE AT THE SOUTHWESTERLY CORNER OF SAID. LOT 42, SAID POINT LYING FIFTH STREETTEAS40TTON FOOTF THE RIGHTOROFWEWAYRLASRINOW OF WAY LINE OF ESTABLISHED); WITH THE NORTHEASTERLY RIGHT OF WAY LINE O SHERRY DRIVE (AS NOW ESTABLISHED) ; THENCE NORTH 34 DEGREES ;37 MINUTES 10 SECONDS WEST, ALONG THE THENCORTNORTHER58 RIGHT DEGREOES W31 LINE, A DISTANCE OF 100 . 04 FEET; MINUTES 50 ERLY LINEAOF SAID SLOT C42 ; THENCE SOUTHE OF 55 . 15 FEET 31 POINT 31 DEGREES THE NORTHEAST 40 MINUTES 15 SECONDS EAST, ALONG SAID NORTHEASTERLY LINE, A DISTANCE OF 100 . 00 FEET TO AN INTERSECTION WITH THE THENCEAFORESAID NORTHWESTERLY RIGHT OF WAY LINE OF FIFTH STREET; SOUTH 58 DEGREES 3AMTLINE, 2A SDIOSTANCENDS EOF 50000 FEETST ALNG DTONOTHEHPOINTROF RIGHT OF WY BEGINNING . Fileli00B138A2 I,THE UNDERSGNED Clerk of itte Circuit Gt,:rt,Duvi CorrtY, FtWa.DO HERE5Y CERTIFY be Mdttfirt axi iv;egoiry is a true ata car:'.t copy of fhe o;i)ij¢A as it appears on recon and,',re in tate office of the Clerk of G suit Court of Carr"Cowmly,Fioriva, and the same is in fid!fie a-d adXt. WITNESS my hard md.VA Of efk Circuit Court Ja;ksxndlle,Randa,US tt> day c A.D.,:`J.__ F.. Y J. COOK cim,Circuit and County Courts n un t,Flai / BY Deputy erk �Y CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 20487 Address: 541 SHERRY DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH ESL Value. Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/11412000 Name: WATSON, JAMES Total Fees: 25.00 Address: 325 SAWMILL LANE Amount Paid: 25.00 PONTE VEDRA BEACH, FL 32082 Date Paid: 8/14/2000 Phone: (904)545-8805 Work Desc: 60AMPS 1 PH 3W 240V-OVERHEAD TEMPORARY POLE CONTRACTORS APPLICATION FEES HUNTER ELECTRIC PERMIT 25.00 --- ---- Ins ions R uinBd -- - - - FINAL ELECTRIC NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _ _ $25.0014 U C— Date: 8/16/00 01 Receipt: 0081536 ATLANTIC BEACH UILDING DEPT. CHECKS 19105 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:____ _ 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. II-�rr ��-�-}e►� �1 l c_ ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOUENEYMAN (� NAME �I7'le 61OSaDDRESS:_, �► 1CYY�! �Y. I.Ve RFD BOX BLDG.SIZE BETWEEN: 1 �� c c- Y \� RES. ( APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW OLD ( ) REW. l ) ADDITION ( ) TRAILER ( 1 TEMP. ) SIGNS ( ) SO. FT.I ` �J SERVICE: NEW ( 1 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE / AMPS COPPER ( 1 ALUM. SWITCH OR BREAKER AMPS ' PH W O T FjACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES - INCANDESCENT _ --- FLUORESCENT & M. V. FIXES 0 Ata Ps. 1-6-Ven APPLIANCES =BERANSF. AIR H.P. RATING N.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PHS ( MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA 1 NO. KVA NO. NEON TR NSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES i CITY OF �t!antic �'eae! - ��yudct 800 SEMINOLE ROAD --- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS v �°�� l a Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF 4&tic Bill-99lozur� h �\ Office of Building Official REQUEST FOR INSPECTION Dater/[ Permit No. Time A.M. Received P.M. Job Address Locality Owner's / / � // rte �� Name [v/ /�CTjy BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ R ring —�� Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole * 'Top Out ❑ Heating Insulation ❑ Lintel ❑ — —T Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. ZU Wed. Thurs. Friday 131vM' A.M. Inspection Made 1-1\ P.M. Inspector Final Inspection Certificate of Occupancy F Date �/11��,,� //CITY OF fY+LL4odw* /3eacIt-lAn, 4 Office of Building Official REQUEST FOR INSPECTION Date —� �� v Permit No. r� T Time A.M. Received RM. Job Address ocality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. / Wed. Thurs. Friday l Ste, cXa Inspection Made A.M. P. Inspector Final Inspection ❑ Certificate of Occupancy ❑ �11 � Date PROPERTY DESCRIPTION t �- G" r `� +�•r V A�1 Lot # �� Block # Section # -.:•:.., Subdivision: !,'.FAV nr Atl-^;n{sr QcaCh Street Name DESCRIPTION OF WORK" -^ or Address: �t (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description 51-J(rtti 1-A'011 V-j Class of Work: New Remodel/Addition: ZONING INFORMATION Type of Construction: (X4"If- a'— Zoning Proposed District: I�S, 'y Use: 5� Estimated Value $ 0)01 000 Exceptions or Variances Materials: Vlr�-fL- C.0-r-)Ari Granted: Solid or Filled Ground: Roof: Method of Heating: �E/k-� l,f`1P OWNER INFORMATION �StJr3o+'l� V�JGYI S G L� Z-73 PropertyOwner Phone D Mailing Address M V ori Njl; ( AU ziP. ZoR2 CONTRACTOR INFORMATION Contractor: �.�ATSo� (V'r1(G ,7`1((��1 S1 �,-I G Phone: Mailing Address: .3-2A2 Zip: L(L 1570 Expiration STATE LICENSE NO: 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 NTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND S PPORTI G DAT HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE /zA so Contractor Signature DATE L4 I 00 SWo AND S RIBED BEF RE ME BY JTHIS -• DAY OF loos) ` Y IPII,1 paticia Am :` MY COMMISSION#00 1 August 27,MTAR PUBLIC '''•• BONOEL'7HHUTROY FAIN iNSURANCE. a,. CITY OF ATLANTIe BEACH PERMIT CALCULATION SHEET Address � � _�-HF_2/1-�/ J 2 Date Heated Sauare Footage @ $ X0.00 per sa ft = S 7s-q 0 hed @ $ .0a Per sq ft = S `3�qf7l Carpor _ oAch. -- 3 ro id $ / J 0� per sa ft = S , 0___ Deck S Q per sa ft = Patio —" s. Per =q f t = TOTAL: VALUATION : e S(" 904 /S76 Q o Total tion 1st $ 100j600 --- ___---- Remaining Value $3 per thousand or portion thereof TOTAL BUILDING FEE c �- + iJz Filing Fee $� /S sz� Q .) Fireplaces @ $15 . 00 $ /,1 _ 946's 0 BUILDING PERMIT FEE $_ WATER IMPACT FEE $ cs O SEWER IMPACT FEF WATER METER/TAP c� T CAP I TRL IMPROVEMENT �ST�HI�r - -- 'SEWER Tfir S .__._ ?l' 1 RADON (HRS ) . G050 SECTION H PAVING t $ — HYDRAULIC SHARES CROSS CONNECTION P031?� SURCHARGE . 0050 • (0 1 OTHER $_ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES' : Mechani ca p urribing. ___ Electric/New Electric/Temp : SwimminaPool Septic Tank we I l SignFinish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Wacer Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASURE'1ENT OF WATZR OEM.-kND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE C':'Y WATER SYSTE:!. THE- WATER SUPPLY C,LA-RGE IS HEREBY FIXED AT T'NENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI% WATER SYSr . y BATHROOM GROUP CONSISTING OF SERVICE S WATER CLOSET, LAVATORY & BATH 'yK 1R-A-n ST.�ND 4— TUB OR SHOWER STALL (6) 2 �! (8) WATER CLCSE" WA7= CLOSET, 7A-NX OPERATED 4VALVE GPT-ljkTZ:3 (3) 3A7zl`7U3/SHCNER (2) URINAL WALL L'? ( :) I SEOWE.R GROUP PER HF-AD (3) 3 FLOOR DRr+.:d (!) / SHOWER STALL DOME �../_. SlZC (_) LAUNDRY 3 LAVATORY (1) 3 Cv:'��I:lA._ :CN SINK ANDv , I _WASHING MACHINE (3) � PC^'. SC�'LL_aY s--NK DISHWASHER (2)(2) ? STASH SINK TACH SET Cr r'� --0 xIx:-.= AUC_IS (2)= Sin (2) DENTAL LAVATORY (1) tI7CHF3i SINK. HITS WASTE � GRIXDEY (3) DE.`t':3L UNIT OR CUSPIDOR (1) 31DE: UR:NAL SIAL:., WASHOUT (G1 FZIISHIxc illi SINK (8) _—C0lu-BINAT_ON SIV< A:*ID TRAY WIT- FCCD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET Q_DRINKING FOUN"AZ.N (1/'7) BLOWOUT (2) LAVAT7Rv, BARBER/BEAUTY __ICE MAKER (1/2) SHOP (2) SURGFANS SINK (3) Cl LAVATORY, SURGEONS (_) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EAC:i $ 3 JOB INFOR.w.ATION En� y �2 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION:_ OWNER: r ati Determine Occupancy Classification of the structure. Select occupancy classification toe- 3 which most accurately fits the use of the Building. (Chapter 133) [� 2. Determine actual physical properties of building. [� a. Determine building area each floor. (Area definition Chapter 132) [� b. Determine grade elevation for building. (Grade definition Chapter 62) [� C. Determine building height in feet above grade. (Height definition Chapter 132) [ d. Determine building height in stories. (Story definition Chapter 132) [� e. Determine separation distance from exterior walls to assumed and common f property lines. (Property line definition Chapter 62) [✓1 f. Determine percent of exterior openings per floor. [✓j 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) [✓t a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [v� b. Check allowable height and area increases permitted. (Chapter 135) [� 4. Check detailed Occupancy requirements. (Chapter 64) [vl-- 5. Check detailed Construction requirements [� a. Fire Protection of Structural Members (Chapter B6 &Table 8600) [ b. Fire Protection Requirements (Chapter B7 and Table B700) C. Means of Egress Requirements (Chapter B10) [✓r d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [� 6. Review design as related to standards. (Chapters B16- B26) [� 7. Check other requirements as necessary. [� a. Construction projecting into public property(chapter B32) [� b. Elevators and conveying systems (Chapter B30) C. Sprinklers, standpipes and alarm systems (Chapter 139) [ d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures (Chapter B15) [� f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other '/ f CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: , C' Don C. Ford, Building Officia don/sb.1 FAm:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:52:52 PM Page 5 of 11 i FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2037.0 33.05 12119.8 Double,Clear S 1.3 5.0 42.0 34.50 0.84 1214.6 Double,Clear S 1.3 4.0 10.0 34.50 0.78 267.7 Double,Clear W 1.3 4.0 54.0 36.99 0.85 1696.5 Double,Clear W 6.0 5.0 7.0 36.99 0.48 125.2 Double,Clear W 1.3 4.0 18.0 36.99 0.85 565.5 Double,Clear W 1.3 5.0 15.0 36.99 0.90 500.1 Double,Clear W 1.3 5.0 20.0 36.99 0.90 666.8 Double,Clear N 1.3 5.0 42.0 19.22 0.93 751.5 Double,Clear N 1.3 4.0 10.0 19.22 0.90 173.0 Double,Clear N 1.3 4.0 24.0 19.22 0.90 415.2 Double,Clear E 1.3 6.0 64.0 40.22 0.93 2400.9 Double,Clear E 1.3 5.0 42.0 40.22 0.90 1521.8 Double,Clear E 1.3 5.0 40.0 40.22 0.90 1449.3 Double,Clear E 1.3 4.0 6.0 40.22 0.85 204.7 As-Built Total: 394.0 11952.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 222.0 0.7 155.4 Frame,Wood,Exterior 11.0 1878.0 1.70 3192.6 Exterior 1878.0 1.70 3192.6 Frame,Wood,Adjacent 11.0 222.0 0.70 155.4 Base Total: 2100.0 3348.0 As-Built Total: 2100.0 3348.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: 40.0 170.0 As-Built Total: 40.0 114.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1484.0 0.60 890.4 Under Attic 30.0 1076.0 0.60 645.6 Single Assembly 19.0 408.0 1.80 734.4 Under Attic 19.0 380.0 1.10 418.0 Base Total: 1484.0 890.4 As-Built Total: 1864.0 1798.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 188.0(p) -37.0 -6956.0 Slab-On-Grade Edge Insulation 0.0 188.0(p) -41.20 -7745.6 Raised 275.0 -3.99 -1097.3 Raised Wood,Adjacent 11.0 275.0 0.70 192.5 Base Total: -8053.3 As-Built Total: -7553.1 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 Fr an:CRAIG M.DALY To:Jim W. Date:8/24100 Time: 12:52:52 PM Page 6 of 11 c FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS , , , PERMIT#' BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2037.0 10.21 20797.8 2037.0 10.21 20797.8 Summer Base Points: 29272.7 Summer As-Built Points: 30467.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 30457.4 1.000 0.970 0.284 1.000 8402.6 29272.7 0.3673 10469.1 30467.4 1.00 0.970 0.284 1.000 8402.6 EnergyGaugeTm DCA Form 600A-97 EnergyGaugeO/FIaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time: 12:52:52 PM Page 7 of 11 s FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2037.0 9.76 3580.4 Double,Clear S 1.3 5.0 42.0 4.03 1.14 192.7 Double,Clear S 1.3 4.0 10.0 4.03 1.26 50.7 Double,Clear W 1.3 4.0 54.0 10.77 1.04 606.2 Double,Clear W 6.0 5.0 7.0 10.77 1.19 89.5 Double,Clear W 1.3 4.0 18.0 10.77 1.04 202.1 Double,Clear W 1.3 5.0 15.0 10.77 1.03 165.8 Double,Clear W 1.3 5.0 20.0 10.77 1.03 221.1 Double,Clear N 1.3 5.0 42.0 14.30 1.00 602.4 Double,Clear N 1.3 4.0 10.0 14.30 1.00 143.7 Double,Clear N 1.3 4.0 24.0 14.30 1.00 344.9 Double,Clear E 1.3 6.0 64.0 9.09 1.03 598.4 Double,Clear E 1.3 5.0 42.0 9.09 1.04 397.0 Double,Clear E 1.3 5.0 40.0 9.09 1.04 378.1 Double,Clear E 1.3 4.0 6.0 9.09 1.06 57.8 As-Built Total: 394.0 4050.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 222.0 3.6 799.2 Frame,Wood,Exterior 11.0 1878.0 3.70 6948.6 Exterior 1878.0 3.70 6948.6 Frame,Wood,Adjacent 11.0 222.0 3.60 799.2 Base Total: 2100.0 7747.8 As-Built Total: 2100.0 7747.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 20.0 8.00 160.0 Base Total: 40.0 476.0 As-Built Total: 40.0 328.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1484.0 1.20 1780.8 Under Attic 30.0 1076.0 1.20 1291.2 Single Assembly 19.0 408.0 2.00 816.0 Under Attic 19.0 380.0 2.00 760.0 Base Total: 1484.0 1780.8 As-Built Total: 1864.0 2867.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 188.0(p) 8.9 1673.2 Slab-On-Grade Edge Insulation 0.0 188.0(p) 18.80 3534.4 Raised 275.0 0.96 264.0 Raised Wood,Adjacent 11.0 275.0 3.60 990.0 Base Total: 1937.2 As-Built Total: 4524.4 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time: 12:52:52 PM Page 8 of 11 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: " " " PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2037.0 -0.59 -1201.8 2037.0 -0.59 -1201.8 Winter Base Points: 14320.3 Winter As-Built Points: 18316.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 18315.9 1.000 0.982 0.455 1.000 8178.4 14320.3 0.6340 7647.1 18316.9 1.00 0.982 0.466 1.000 8178.4 EnergyGaugeT"DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time: 12:52:52 PM Page 9 of 11 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10469.1 7647.1 10984.0 29090.2 1 8402.6 8178.4 10984.0 27666.0 PASS GF�HL sr�TF t� ,rte v� CDD y��8 EnergyGauge "'DCA Form 60OA-97 EnergyGauge@/FIaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time: 12:52:52 PM Page 10 of 11 i r FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate, attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the penmeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:52:52 PM Page 11 of 11 e ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.2 The higher the score,the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:41.5 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 12.00 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft2) 2037 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 394.0 ft2 - a. Electric Heat Pump Cap:40.0 kBtu/lu - c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.50 - d.Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,188.0(p)ft - c. N/A _ b. Raised Wood,Adjacent R=11.0,275.0ft2 - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,1878.0 ft2 - EF:0.88 - b. Frame,Wood,Adjacent R=11.0,222.0 ft2 - b. N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,1076.0 ft2 - 15. HVAC credits - b. Single Assembly R=19.0,408.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,380.0 ft2 HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0,250.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) OF�13�STgT� in this home before final inspection. Otherwise,a new EPL Display Card will be completed meq`' y iiia based on installed Code iant features. JBuilder Signature: Date: Address of New Home: �jq __��- City/FL Zip: ATL-• U� 1 �- l�coD WIE 3 ZZ�3 *NOTE:The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar 3esignation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:52:52 PM Page 4 of 11 w FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: WATS2037 Builder: WATSON HOME BLDRS Address: G4 I Permitting Office: City, State: AerL. 64.4, Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:41.5 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 12.00 - 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft2) 2037 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ftz - 13. Heating systems b. Clear-double pane 394.0 ft2 - a. Electric Heat Pump Cap:40.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.50 - d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,188.0(p)ft - c. N/A - b. Raised Wood,Adjacent R=11.0,275.0ft2 - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,1878.0 ftz - EF:0.88 - b. Frame,Wood,Adjacent R=11.0,222.0 ft2 - b. N/A - c. N/A - - d.N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,1076.0 ft2 - 15. HVAC credits - b. Single Assembly R=19.0,408.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,3 80.0 ft2 HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Uric. Ret:Con. AH:Interior Sup.R=6.0,250.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as-built points: 27565.00 Glass/Floor Area: 0.19 Total base points: 29090.00 PASS I hereby certify that the plans and specifications covered Review of the plans and S'r4 by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code. Crai M. Daly m ° PREPARED BY: Before construction Is completeda DATE: this building will be inspected for ; I hereby certify that this buils designed, is in compliance with Section 553.908 .l�cOt) compliance with the Flor a Ener Code. � � Florida Statutes. OWNER/AGENT: �J BUILDING OFFICIAL: DATE: DATE: d EnergyGauge®(Version: FLRCNA-200) From:CRAIG M.DALY To:Jim W. Date:8/24100 Time:12:52:52 PM Page 5 of 11 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2037.0 33.05 12119.8 Double,Clear S 1.3 5.0 42.0 34.50 0.84 1214.6 Double,Clear S 1.3 4.0 10.0 34.50 0.78 267.7 Double,Clear W 1.3 4.0 54.0 36.99 0.85 1696.5 Double,Clear W 6.0 5.0 7.0 36.99 0.48 125.2 Double,Clear W 1.3 4.0 18.0 36.99 0.85 565.5 Double,Clear W 1.3 5.0 15.0 36.99 0.90 500.1 Double,Clear W 1.3 5.0 20.0 36.99 0.90 666.8 Double,Clear N 1.3 5.0 42.0 19.22 0.93 751.5 Double,Clear N 1.3 4.0 10.0 19.22 0.90 173.0 Double,Clear N 1.3 4.0 24.0 19.22 0.90 415.2 Double,Clear E 1.3 6.0 64.0 40.22 0.93 2400.9 Double,Clear E 1.3 5.0 42.0 40.22 0.90 1521.8 Double,Clear E 1.3 5.0 40.0 40.22 0.90 1449.3 Double,Clear E 1.3 4.0 6.0 40.22 0.85 204.7 As-Built Total: 394.0 11952.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 222.0 0.7 155.4 Frame,Wood,Exterior 11.0 1878.0 1.7C 3192.6 Exterior 1878.0 1.70 3192.6 Frame,Wood,Adjacent 11.0 222.0 0.70 155.4 Base Total: 2100.0 3348.0 As-Built Total: 2100.0 3348.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: 40.0 170.0 As-Built Total: 40.0 114.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1484.0 0.60 890.4 Under Attic 30.0 1076.0 0.60 645.6 Single Assembly 19.0 408.0 1.80 734.4 Under Attic 19.0 380.0 1.10 418.0 Base Total: 1484.0 890.4 As-Built Total: 1864.0 1798.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 188.0(p) -37.0 -6956.0 Slab-On-Grade Edge Insulation 0.0 188.0(p) -41.20 -7745.6 Raised 275.0 -3.99 -1097.3 Raised Wood,Adjacent 11.0 275.0 0.70 1925 Base Total: -8053.3 As-Built Total: -7553.1 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time: 12:52:52 PM Page 6 of 11 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . . , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2037.0 10.21 20797.8 2037.0 10.21 20797.8 Summer Base Points: 29272.7 Summer As-Built Points: 30467.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 30457.4 1.000 0.970 0.284 1.000 8402.6 29272.7 0.3673 10469.1 30467.4 1.00 0.970 0.284 1.000 8402.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FIaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time: 12:52:52 PM Page 7 of 11 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2037.0 9.76 3580.4 Double,Clear S 1.3 5.0 42.0 4.03 1.14 192.7 Double,Clear S 1.3 4.0 10.0 4.03 1.26 50.7 Double,Clear W 1.3 4.0 54.0 10.77 1.04 606.2 Double,Clear W 6.0 5.0 7.0 10.77 1.19 89.5 Double,Clear W 1.3 4.0 18.0 10.77 1.04 202.1 Double,Clear W 1.3 5.0 15.0 10.77 1.03 165.8 Double,Clear W 1.3 5.0 20.0 10.77 1.03 221.1 Double,Clear N 1.3 5.0 42.0 14.30 1.00 602.4 Double,Clear N 1.3 4.0 10.0 14.30 1.00 143.7 Double,Clear N 1.3 4.0 24.0 14.30 1.00 344.9 Double,Clear E 1.3 6.0 64.0 9.09 1.03 598.4 Double,Clear E 1.3 5.0 42.0 9.09 1.04 397.0 Double,Clear E 1.3 5.0 40.0 9.09 1.04 378.1 Double,Clear E 1.3 4.0 6.0 9.09 1.06 57.8 As-Built Total: 394.0 4050.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 222.0 3.6 799.2 Frame,Wood,Exterior 11.0 1878.0 3.70 6948.6 Exterior 1878.0 3.70 6948.6 Frame,Wood,Adjacent 11.0 222.0 3.60 799.2 Base Total: 2100.0 7747.8 As-Built Total: 2100.0 7747.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 20.0 8.00 160.0 Base Total: 40.0 476.0 As-Built Total: 40.0 328.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1484.0 1.20 1780.8 Under Attic 30.0 1076.0 1.20 1291.2 Single Assembly 19.0 408.0 2.00 816.0 Under Attic 19.0 380.0 2.00 760.0 Base Total: 1484.0 1780.8 As-Built Total: 1864.0 2867.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 188.0(p) 8.9 1673.2 Slab-On-Grade Edge Insulation 0.0 188.0(p) 18.80 3534.4 Raised 275.0 0.96 264.0 Raised Wood,Adjacent 11.0 275.0 3.60 990.0 Base Total: 1937.2 As-Built Total: 4524.4 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:52:52 PM Page 8 of 11 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . . . PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2037.0 -0.59 -1201.8 2037.0 -0.59 -1201.8 Winter Base Points: 14320.3 Winter As-Built Points: 18316.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 18315.9 1.000 0.982 0.455 1.000 8178.4 14320.3 0.6340 7647.1 1 18316.9 1.00 0.982 0.466 1.000 8178.4 EnergyGaugeT"DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time: 12:52:52 PM Page 9 of 11 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: . . . PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier �4 2746.00 10984.0 50.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10469.1 7647.1 10984.0 29090.2 1 8402.6 8178.4 10984.0 27666.0 PASS COD WEA EnergyGaugeT"'DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 From:CRAIG M.DALY To.Jim W. Date:8/24/00 Time: 12:52:52 PM Page 10 of 11 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate, attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Ll Insulation 6041.Tl,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge'"DCA Form 60OA-97 EnergyGauge@/FIaRES'97 FLRCNA-200 From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:52:52 PM Page 11 of 11 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score,the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:41.5 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 12.00 - 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 2037 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 394.0 ft2 - a. Electric Heat Pump Cap:40.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.50 - d.Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,188.0(p)ft - c. N/A - b. Raised Wood,Adjacent R=11.0,275.0ft2 - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,1878.0 ft2 - EF:0.88 - b. Frame,Wood,Adjacent R=11.0,222.0 ft2 - b. N/A - c. N/A - - d.N/A - c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1076.0 ft2 - 15. HVAC credits - b. Single Assembly R=19.0,408.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,380.0 ft2 HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0,250.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) pF CtiE S7'41� in this home before final inspection. Otherwise,a new EPL Display Card will be completed y�? based on installed Builder Signature: Date: 124 00 a f Address of New Home: 5�Q i S D-a City/FL Zip: �r'f lam• fiU� �V r�COD WE 3zz33 *NOTE:The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar T°esignation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:27:58 PM Page 2 of 4 * ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) --------------------------------------------------------------------------------------------- Project WATS2037 12repaired by: Address NULL (Air Systems, Inc. City NULL 12815 St-Johns Bluff Rd. State/Zip NULL NULL IJacksonville, FL. 32246 Owner NULL ITEL: (904) 642-9700 Builder WATSON HOME BLDRS. IFAX: (904) 642-0401 HVAC Contr lemail: --------------------------------------------------------------------------------------------- Cond Floor Area = 2037 (Total Glass Area = 394 Conditioned Floor Area to Total Glass Area Ratio = 19.3% --------------------------------------------------------------------------------------------- * USA Climatic Conditions & Design Conditions * --------------------------------------------------------------------------------------------- Geographical Location I Jacksonville AP, Florida North Latitude / Elevation 1 30' 24Ft. Above Sea Level Outdoor Winter Dry Bulb 1 32- Indoor Winter Dry Bulb 170° Winter Temperature Diff. (wTd) 138° Outdoor Summer Dry Bulb 194' Outdoor Summer Wet Bulb 177° Outdoor Summer Hum. Ratio Gr/Lb 1 42 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 49 Indoor Summer Dry Bulb 1 75- Summer Temperature Diff. (sTd) 1 19° Summer Daily Range 1 190 (Medium Deviation) -------------------------------------------------------------------------------------- * HEATING SUMMARY * 1.ENB * COOLING SUMMARY * --------------------------------------------------------------------------------------- SUBTOTAL 44331.2 1 STRUCTURE SENSIBLE = 28713.7 1 OCCUPANTS + 2400.0 1 APPLIANCES + 1200.0 1 SUBTOTAL SENSIBLE = 32313.7 DUCT LOSS + 2216. 6 1 DUCT GAIN + 3231.4 TOTAL LOSS = 46547.8 1 TOTAL. SENSIBLE = 35545.1 MECHANICAL VENT.- 50 CFM = 2090.0 1 MECHANICAL VENT.- 50 CFM = 1045.0 1 TEMP.SWING 3.00@ 950 x 1.0 MINIMUM EQUIPMENT LOSS = 48637.8 1 MINIMUM EQUIPMENT SENSIBLE = 36590.1 ------------------------------------------------I-------------------------------------------- 20% OVERSIZE LOSS = 9727. 6 1 20% OVERSIZE SENSIBLE = 7318.0 EQUIPMENT LOSS + 48637.8 1 EQUIPMENT SENSIBLE + 36590.1 MAXIMUM EQUIPMENT LOSS = 58365.4 1 MAXIMUM EQUIPMENT SENSIBLE = 43908 .1 ------------------------------------------------ I TOTAL LATENT = 10306. 9 1 EQUIPMENT SENSIBLE + 36590.1 1 EQT.SENSIBLE + LATENT = 46897 .0 -------------------------------------------------------- * AIR FLOW FACTORS * ---------- ------------------------- -- ----------------------- HEATING FACTOR (BTUH/CFM) = 34.5 1 COOLING FACTOR (BTUH/CFM) = 17.3 HEATING CFM - 1407 . 9 1 COOLING CFM = 1910.0 ---------------------------------------------------- * EQUIPMENT SELECTION ------- ------------------------------------------------------------------------------------- EQT. MANUF I SENSIBLE CLG (BTUH) I LATENT CLG (BTUH) CU MOD # I TOTAL CLG (BTUH) AHU MOD # (BTUH) I TONAGE HEATING INPUT HEATING OUTPUT (BTUH) I (S)EER (BTUH) I COOLING CFM HEATING CFM I TYPE AFUE/HSPF ` From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:27:58 PM Page 3 of 4 Calculation Procedures A,B,C,D I I Procedure A Winter Infiltration HTM 1 ------------------------------------------------------------------------------------------- I 11. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) 1 I 1.2 Air Changes per hour x 20370 Cubic ft. x .0167 = 408.2 CFM 1 I I 1 2. Winter Infiltration Btuh I 1.1 x 408.2 CFM x 38 Degrees Winter TD = 17063.4 BTUH 1 I I 3. Winter Infiltration HTM I I 17063.4 Btuh / 394 Sq. Ft of total Glass & Door areas = 43.3 HTM I I I 1 I Procedure B Summer Infiltration HTM I ----------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) i . 6 Air Changes per hour x 20370 Cubic ft. x .0167 = 204 .1 CFM I I 1 1 2. Summer Infiltration Btuh 1.1 x 204.1 CFM x 19 Degrees Summer TD = 4265.8 BTUH I I I I 3. Summer Infiltration HTM 1 I 4265.8 Btuh / 394 Sq.Ft of total Glass & Door areas = 10.8 HTM I I I I I Procedure C Latent Infiltration I -------------------------------------------------------------------------------------------I I 0. 68 x 49 grains difference @ 50 RH x 204.1 CFM = 6800. 9 BTUH I I I I Procedure D Equipment Sizing I 1-------------------------------------------------------------------------------------------I 11. Sensible Sizing Load 1 I I Sensible Ventilation Load 1 1.1 x 50 VENT CFM x 19 Degrees Summer TD = 1045.0 BTUH I Sensible Load for Structure + 28713.7 BTUH I Sum of Ventilation & Structure Loads - 29758.7 BTUH I Rating & Temperature Swing Multiplier (3.000 950) x 1.0 RSM I Equipment Sizing Load - Sensible = 29758.7 BTUH I I I 1 2. Latent Sizing Load I I 1 Latent Ventilation Load I 1 1666.0 BTUH I 0. 68 x 50 VENT CFM x 49 differance - 1 Internal Loads = 230 Btuh x 8 people + 1840.0 BTUH I Infiltration Load from Procedure C + 680 . 6 BTUH I Equipment Sizing Load - Latent = 103066. 9 BTUH I I I From:CRAIG KDALY To:Jim W. Date:8/24/00 Time:12:27:58 PM Page 4 of 4 Abbreveations * Glass/Windows S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient * Inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration Vs: 1. .Sub Standard/Poor 12. .Standard 13. .Better 14 . .Excellent Building Componet Heat Loss & Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh N -No Shdg Fctr D.C. R.S. 1.33333333333333 5.0 n/a 1.0 42.0 24 .7 1037.4 19. 6 823.2 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4 .0 n/a 1.0 10.0 24.7 247 .0 19. 6 196.0 E -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 7 .6 19. 6 152. 9 E -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 46.2 58.6 2707.3 E -Total Area D.C. R.S. 1.33333333333333 4 .0 3.0 1.0 54 .0 24.7 1333.8 -------------------------------------------------------------- E -All Shaded D.C. R.S. 6.0 5.0 4 .1 1.0 7.0 24.7172_ - ------- 9 19. 6137_2 ---------------------------------------- ------- E -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 2. 6 19. 6 51.0 E -Solar Area D.C. R.S. 1.33333333333333 4 .0 3.0 1.0 15. 4 58. 6 902.4 E -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 18.0 24 .7 444 . 6 -------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 1. 6 19. 6 31.4 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 13.4 58. 6 785.2 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 15.0 24.7 370.5 ------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 2.2 19. 6 43.1 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 17.8 58. 6 1043.1 E -Total Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 20.0 24 .7 494 .0 -------------------------------------------- ------- S -All Shaded D.C. R.S. 1.33333333333333 5 .0 4.0 1.0 42.0 24.7 1037.4 19. 6 823.2 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 10.0 24 .7 247 .0 19. 6 196.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 24.0 24.7 592.8 19. 6 470.4 ------------------------------------------------- -------------- W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 5 . 6 19. 6 109.8 W -Solar Area D.C. R.S. 1.33333333333333 6.0 5 .0 1.0 58.4 58. 6 3422.2 W -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 64.0 24.7 1580.8 ------------------------------------------------- ------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 4. 6 19. 6 90.2 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 37.4 58 . 6 2191. 6 W -Total Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 42.0 24.7 1037 . 4 ----------- ------------------------------------------------- -------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 4 .4 19. 6 86.2 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 35. 6 58. 6 2086.2 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.0 24.7 988.0 ---------------- ----------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 0. 9 586 2989 W7.6 -Solar Area D.C. R.S. 1.33333333333333 4 .0 3.0 1.0 5 .1 . . W -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.0 24 .7 148.2 --------------- Glass Infiltration:---------------------------------------------------394 0 39.3 15484 .2 9.8 3861.2 Glass Sub Totals: 394 .0 25216.0 20526.3 Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh Wood Stud --------------Exterior-------11-0-------1878-0---3-4--- 6385.2 2.0 3756.0 Wood Stud Adjacent 11.0 222.0 3.4 754 .8 1.5 337.4 20.0 22 Insulated Core/Metal Exterior n/a .4 448 .0 1 9.3 266.0.8 196.0 Insulated Core/Metal Adjacent n/a 20.0 15.5 310.0 9 Door Infiltration: 40.0 39.3 1572.0 9.8 392.0 p 188.0 30.8 5790. 4 0 0 Slab on Grade0 Raised Wood - Adjacent 11.0 275.0 3.2 880.0 0 Under Attic 30.0 1076.0 1.3 1398.8 1. 4 1506.4 Under Attic 19.0 408 .0 2.0 816.0 2.2 897.6 19.0 380.0 2.0 760.0 2.2 836.0 Under Attic From:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:27:58 PM Page 2 of 4 f * ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) --------------------------------------------------------------------------------------------- Project WATS2037 12repaired by: Address NULL (Air Systems, Inc. City NULL 12815 St.Johns Bluff Rd. State/Zip NULL NULL (Jacksonville, FL. 32246 Owner NULL ITEL: (904) 642-9700 Builder WATSON HOME BLDRS. ( FAX: (904) 642-0401 HVAC Contr lemail: --------------------------------------------------------------------------------------------- Cond Floor Area = 2037 (Total Glass Area = 394 Conditioned Floor Area to Total Glass Area Ratio = 19.3% --------------------------------------------------------------------------------------------- * USA Climatic Conditions & Design Conditions * --------------------------------------------------------------------------------------------- Geographical Location I Jacksonville AP, Florida North Latitude / Elevation 1 30° 24Ft. Above Sea Level Outdoor Winter Dry Bulb 1 32' Indoor Winter Dry Bulb 1 70' Winter Temperature Diff. (wTd) 1 38' Outdoor Summer Dry Bulb 1 94' Outdoor Summer Wet Bulb 1 77° Outdoor Summer Hum. Ratio Gr/Lb 1 42 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 49 Indoor Summer Dry Bulb 1 75° Summer Temperature Diff. (sTd) 1 19' Summer Daily Range 1 19' (Medium Deviation) ----------------------------------------------------------------------------- * HEATING SUMMARY * 1.ENB * COOLING SUMMARY * -------------------------------------------------------------------------------- SUBTOTAL 44331.2 1 STRUCTURE SENSIBLE = 28713.7 I OCCUPANTS + 2400.0 1 APPLIANCES + 1200.0 1 SUBTOTAL SENSIBLE = 32313.7 DUCT LOSS + 2216. 6 1 DUCT GAIN + 3231.4 TOTAL LOSS = 46547.8 1 TOTAL SENSIBLE = 35545. 1 MECHANICAL VENT.- 50 CFM = 2090.0 1 MECHANICAL VENT.- 50 CFM = 1045.0 1 TEMP.SWING 3.0°@ 95' x 1.0 MINIMUM EQUIPMENT LOSS = 48637.8 1 MINIMUM EQUIPMENT SENSIBLE = 36590.1 ---------------------------- 1-------------------------------------------- 20% OVERSIZE LOSS = 9727. 6 1 20% OVERSIZE SENSIBLE = 7318.0 EQUIPMENT LOSS + 48637.8 1 EQUIPMENT SENSIBLE + 36590.1 MAXIMUM EQUIPMENT LOSS = 58365.4 1 MAXIMUM EQUIPMENT SENSIBLE = 43908 .1 I-------------------------------------------- ------------------------------------------------ I TOTAL LATENT 10306. 9 1 EQUIPMENT SENSIBLE + 36590. 1 I EQT.SENSIBLE + LATENT = 46897.0 --------------------------------------------------- * AIR FLOW FACTORS * ------------------------------------------------ -------- HEATING FACTOR (BTUH/CFM) = 34 .5 1 COOLING FACTOR (BTUH/CFM) = 17 .3 HEATING CFM - 1407. 9 1 COOLING CFM = 1910.0 -------------------------------------------------- * EQUIPMENT SELECTION * ------------------------------------------------------- EQT MANUF I SENSIBLE CLG (BTUH) CU MOD # I LATENT CLG (BTUH) I TOTAL CLG (BTUH) AHU MOD # HEATING INPUT (BTUH) I TONAGE HEATING OUTPUT (BTUH) I (S)EER (BTUH) I COOLING CFM HEATING CFM I TYPE AFUE/HSPF from:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:27:58 PM Page 3 of 4 ' Calculation Procedures A,B,C,D I I Procedure A Winter Infiltration HTM I ------------------------------------------------------------------------------------------- I 1. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) 1.2 Air Changes per hour x 20370 Cubic ft. x .0167 = 408.2 CFM I I I 2. Winter Infiltration Btuh I I 1.1 x 408.2 CFM x 38 Degrees Winter TD = 17063.4 BTUH I I I 3. Winter Infiltration HTM 17063.4 Btuh / 394 Sq.Ft of total Glass & Door areas = 43.3 HTM I I I I I Procedure B Summer Infiltration HTM I --------------------------------------------------------------------------I 1. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) I . 6 Air Changes per hour x 20370 Cubic ft. x .0167 = 204 .1 CFM I I I 2. Summer Infiltration Btuh 1.1 x 204. 1 CFM x 19 Degrees Summer TD = 4265.8 BTUH I I I 13. Summer Infiltration HTM 4265.8 Btuh / 394 Sq.Ft of total Glass & Door areas = 10.8 HTM I I I I I Procedure C Latent Infiltration I -------------------------------------------------------------------------------------------I 0.68 x 49 grains difference @ 50 RH x 204 .1 CFM = 6800.9 BTUH I I I I I Procedure D Equipment Sizing ------------------------------------------------------I 1. Sensible Sizing Load I I Sensible Ventilation Load 1.1 x 50 VENT CFM x 19 Degrees Summer TD = 1045.0 BTUH Sensible Load for Structure + 28713.7 BTUH I Sum of Ventilation & Structure Loads - 29758.7 BTUH I Rating & Temperature Swing Multiplier (3.0°@ 950) x 1.0 RSM I Equipment Sizing Load - Sensible = 29758.7 BTUH I I I I 2. Latent Sizing Load I I Latent Ventilation Load = 1666.0 BTUH I 0. 68 x 50 VENT CFM x 49 differance + 1840.0 BTUH Internal Loads = 230 Btuh x 8 people + 6800. 6 BTUH i Infiltration Load from Procedure C = 10306. 9 BTUH I Equipment Sizing Load - Latent I from:CRAIG M.DALY To:Jim W. Date:8/24/00 Time:12:27:58 PM Page 4 of 4 .01 Abbreveations * Glass/Windows S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient * Inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration #'s: 1. .Sub Standard/Poor 12. .Standard 13. .Better 14. .Excellent Building Componet Heat Loss & Gain Calculations -------------------------------- Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh N -No Shdg Fctr D.C. R.S. 1.33333333333333 5.0 n/a 1.0 42.0 24.7 1037.4 19. 6 823.2 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 10.0 24.7 247.0 19. 6 196.0 E -Shaded Area D.C. R.S. 1.33333333333333 4 .0 3.0 1.0 7.8 19. 6 152. 9 E -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 46.2 58. 6 2707.3 E -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 54.0 24.7 1333.8 --------------------------------------------------------------------------------------------- E -All Shaded D.C. R.S. 6.0 5.0 4 .1 1.0 7.0 24.7 172. 9 19.6 137.2 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 2. 6 19. 6 51.0 E -Solar Area D.C. R.S. 1.33333333333333 4 .0 3.0 1.0 15.4 58. 6 902.4 E -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 18.0 24 .7 444. 6 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 1. 6 19. 6 31.4 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 13. 4 58.6 785.2 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 15.0 24.7 370.5 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 2.2 19. 6 43.1 E -Solar Area D.C. R.S. 1.33333333333333 5 .0 4.0 1.0 17.8 58. 6 1043.1 E -Total Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 20.0 24.7 494.0 --------------------------------------------------------------------------------------------- S -All Shaded D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 42.0 24.7 1037.4 19. 6 823.2 S -All Shaded D.C. R.S. 1.33333333333333 4 .0 3.0 1.0 10.0 24.7 247.0 19. 6 196.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 24.0 24.7 592.8 19. 6 470.4 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 5 . 6 19. 6 109.8 W -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 58.4 58. 6 3422.2 W -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 64 .0 24 .7 1580.8 ---------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 4 . 6 19. 6 90.2 W -Solar Area D.C. R.S. 1.33333333333333 5 .0 4 .0 1.0 37. 4 58. 6 2191. 6 W -Total Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 42.0 24.7 1037. 4 -------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 4 .4 19. 6 86.2 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 35. 6 58. 6 2086.2 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.0 24.7 988.0 ------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 0. 9 19. 6 17. 6 W -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 5.1 58. 6 298 .9 W -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.0 24 .7 148 .2 --------------------------------------------------- Glass Infiltration: 394 .0 39.3 15484 .2 9.8 3861.2 Glass Sub Totals: 394.0 25216.0 20526.3 -------------------- Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh Wood Stud Exterior 11.0 1878.0 3.4 6385.2 2.0 3756.0 Wood Stud Adjacent 11.0 222.0 3.4 754.8 1.5 337.4 Insulated Core/Metal Exterior n/a 20.0 22.4 448.0 13.3 266.0 Insulated Core/Metal Adjacent n/a 20.0 15.5 310.0 9.8 196.0 Door Infiltration: 40.0 39.3 1572.0 9.8 392.0 Slab on Grade 0 188.0 30.8 5790.4 0 0 Raised Wood - Adjacent 11.0 275 .0 3.2 880.0 0 0 Under Attic 30.0 1076.0 1.3 1398.8 1.4 1506.4 Under Attic 19.0 408.0 2.0 816.0 2.2 897. 6 Under Attic 19.0 380.0 2.0 760.0 2.2 836.0 o russ cuss ype Y Y ' 0000831 CJ01 ROOF TRUSS 2 1 o tions s e I e nus nes,Inc. ue u age • 61a1s 5.6.11 462 •2.4.13 2-9.14 aa0 5411 Scsi,•1.23.3 6 2z6= 2.83 72 J T1 2 81 hl 3x3= i 9.10.13 0.0-14 2.4-1 510.13 5411 4-6-2 0-0.0 5411 z-Sts 0.e ses - - - - LOADING (psQ SPACING Z-O-O CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.06 2-6 >999 M20 249119 Vert TL -0.26 2-6 >450 TCDL 7.0 Lumber Increase 1.25 BC CB 0.19 HorZ(TL) -0.01 5 n/a BCLL 0.0 Rep Stress Incr NO 1st LC LL Min I/dell=240 Weight:41 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. BOT CHORD 2 X 4 SYP No.21D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=24/Mechanical,4=88/lvlechanical,2=578/0-4-15,5=242/Mechanical Max Horz2=209(load case 2) Max Uplift 1=-57(load case 2),4=-116(load case 3),2=-340(load case 2),5=-143(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=41,2-3=-571,3-4=15 BOT CHORD 2-6=523,5-6=0 WEBS 3-6=-550 NOTES 110 1)This chord deadtload and 5.0 psf bo tam chord dead load,I mned for the wind loads i from hurricane e oce nine,otnlan occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 Ib uplift at joint 1,116 Ib uplift at joint 4, 340 Ib uplift at joint 2 and 143 Ib uplift at joint 5. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(s) Standard V• CAA 'I IN N0.48803 STA E Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural,plans during'nstallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 04.241.520 8 '� 4 4D Job cuss cuss ype y Y ROOF TRUSS 1 1 0000831 CJ02 o tions s e l e nus rtes, no. ue u age ' saa -&540-0.0Sao mss Scale 1:21s 2 6 4.50 F12 5 T 2 T1 T e1 a� 1 � 2a1= T 9 ` h 1 so-o aa12 ~41'9 Sao aaoSao 6s5 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP LOADING .(PSS SPACING - 90 TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0 03 2-4 >999 M20 24911 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) _0.00 3 n/9 BCLL 0.0 Rep Stress Incr NO WB 0.00 st LC LL Min I/dell=240 Weight:23 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size) 1=147/Mechanical,3=39/Mechanical,2=335/0-5-13,4=57/Mechanical Max Harz 2=269(load case 4) Max Uplift/=-I12(load case 3),3=-98(load case 2),2=-208(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=68,2-5=-31,5-6=-11,3-6=-33 BOT CHORD 2-7=0,7-8=0,4-8=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to building,of dimensions 45 ft by 24 ft with wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 Ib uplift at joint 1,98 lb uplift at joint and 208 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)34.61b up at 1-10-0,and 110.SIb down and 100.91b up at 2-7-11 on top chord,and 11.41b down at 1-10-0,and 12.81b down at 2-7-11 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-74.0,2-3=-54.0,2-4=-20.0 Concentrated Loads Ob) Vert:5=34.6 6=100.9 7=-11.4 8=-12.8 44• CAA N .48 S OF RIO DEN Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural Tans during\' stallation. IfHIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 04.241.520 4 � O runs cuss ype Y Y 0000831 CJ03 ROOF TRUSS 2 1 o tional s e l e n u nes, nc. ue u age 43a 4-3-4 7.2-9 1.6.7 69-0 45.3 Scs1e.1:26 2 6 2..u 10 b 6x12 82 3 1.60 F12 9 W1 d � 6 13 US= 12 1 d 6 N 2 30r 7a4 +V 11 66-2 Qa 14 4-34 7-0-13 aa0 L•31 2.9.10 4.5.5 Plate ses LOADING (PSO SPACING 2-0-0 =0.40Vert(TL) in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25L) 0.31 7-8 >334 M20 249/190 TCDL 7.0 Lumber Increase 1.25TL) 0.24 7-8 >425 BCLL 0.0 Rep Stress Incr NO (TL) -0.11 6 n/aWei ht:41 Ib BCDL 10.0 Code SBC/SBCCIC LL Min I/defl=240 9 LBRACING UMBER TOP CHORD Sheathed Or 4-10-14 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=I11/Mechanical,5=3764Aechanical,2=616/0-1-8,6=16/Ivlechanical Max Horz2=376(load case 4) Max Uplift 1=-84(load case 3),5=-392(load case 4),2=-423(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=73,2-9=-1477,3-9=-1375,3-10=-167,4-10=-88,4-5=137 BOT CHORD 2-11=1355,8-11=1360,8-12=1349,12-13=1354,7-13=1370,6-7=0 WEBS 3-8=64,3-7=-1240,4-7=376 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of vrtthstanding 84 Ib uplift at joint 1,392 Ib uplift at joint 5 and 423 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)25.91b down and 91.91b up at 3-10-11,and 68.81b down and 149.61b up at 6-4-11 on top chord,and 18.61b down at 3-10-11,and 7.11b down at 5-7-0,and 33.61b down at 6-4-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-74.0.a 2-5=-54.0,2-7=-20.0,6-7=-20.0 t� . �AR9i Concentrated Loads s Qb) `r �1 Vert:9=-25.9 10=-68.8 11=-18.6 12=-7.1 13=-33.6 1F1C� v92 $ N 4880 S AT ED NGS Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structuraF% la durin ' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free coy 04.241.520 � 'K4N01 (S' O N55 russ ype y y TRUSS 1 1 0000831 GE01 ROOF To tions s e I e nus nes,Inc. lue u age • 22-0-0 24-00 11.0-0 11-0-0 2.0-0 -2-0-0 0.0.0 11-0-0 sw.:I.-I" 2->0 aa._ B 21.II 214 It 9 7 2x.II 6.00 12 214 II 10 6 Aa It T 2 17 Sad 2x.11 T '+ T T 21a II a 314 i T L 12 211 II T 13 4 T 3 T r � 11 2 u J Id L Is 01 laB= 24 2.It 2 1 It 26 II 2.4 I 214 II bi Ib+II bs II Sas= 2a-o-0 2-o-0 22-o-o 0.0.0 2-o-0 2-0-0 ae ses 1602Susu LOADING (psi SPACING 2-0-0 CSI DEFL In (IOC) I/dell PLATES GRIP Vert LL n/a n/a M20 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.31 ( ) >414 TCDL 7.0 Lumber Increase 1.25 WB 0.06 Ho0.06 rz(ertrnlL)) 0.01 114 n/a Wei ht:119 Ib BCLL 0.0 Rep Stress Incr YES 1st LC LL Min I/dell=240 9 BCDL 10.0 Code SBC/SBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=251/22-0-0,14=251122-0-0,16=159!22-0-0,20=137/22-0-0,21=148/22-0-0,22=143122-0-0,23=147/22-0-0,24=159122-0-0,19=143!22-0-0, 18=148/22-0-0,17=147/22-0-0 Max Horz 2=138(IDad case 3) Max Uplift2=-338(load case 4),14=-338(load case 4),16=-39(load case 4),21=-116(load case 3),22=-119(load case 4),23=-144(load case 3),24=-39(loa case 4),19=-113(load case 2),18=-119(load case 4),17=-143(load case 2) Max Grav20=145(load case 2),21=1520oad case 5),22=148(load case 1),23=1480oad case 5),24=159(load case 1),19=152Qoad case 6),18=143(load case 17=148(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=-50,3-4=14,4-5=-36,5-6=-37,6-7=-37,7-8=-37,8-9=-37,9-10=-37,10-11=-37,11-12=-36,12-13= , 13-14=-50,14-15=47 BOTCHORD 2-24=11,23"4=11 22-23=11,21-22=11,20-21=11,19-20=11,18-19=11,17-18=11,16-17=11,14-16=11 WEBS 8-20=-97,7-21=-108,6-22=-108,5-23=-109,4-24=-113,9-19=-108,10-18=-108,11-17=-109,12-16=-113 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This deadtload and 5 0 psf bot m chord d ad load 1 mi from heratedurricane a o 110 ceanline,onds at lan occupancy ground category 1,condition I enclosed -93 per SBC/SBCCI If end verticals exist,they are not exposed to building,of dimensions 45 ft by 24 ft with exposure C ASCE 7 wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standar Gable End Detail" 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 on center. 338 lb oint 6)14,39 Ib uplift atrjjo joint 16 116 lbupliftat joiintrs)of 21,119 lb uplift uss to adjoin 2ate 2a144 Ib uplift tat joint 23,39 Iuplift lupi ft at joint 24$113 uplift uplift at joint 19,119 lb uplift at joint 18 and 143 Ib uplift at joint 17. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Ga`'�1. CA * N0.4*8803 S AT F R D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. - Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural pia s during in Ilation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4OQ O O o russ russ ype y y 0000831 GE02 ROOF TRUSS 1 1 o tional s e I e n us nes, no. ue u age TRUE u•so c4-0 0.0.0 6-0 �0 U.J.=1135 4.4= 2 i 6.00 12 T 1 3.5= d 3 Sat 3.4 1 1.00;12 o. b b I 12-" 12-&0 6+0 6- 0 0.0.3 by.0 LOADING.(ps>) SPACING 2-0-0 CSI DEFL In (IOC) >844 PLATES GR249/190 TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.17 4 >662 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(ITL 0 17 3 n/a BCLL 0.0 Rep Stress Incr YES WB 0.36 est LC LL Min I/deft=240 Weight:39 Ib BCDL 10.0 Code SBC/SBCCI BRACING LUMBER TOP CHORD Sheathed or 4-8-15 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=444/0-8-0,3=444/0-8-0 Max Horz 1=-62(load case 2) Max Upliftl=-313(load case 4),3=-313(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1683,2-3=-1683 BOT CHORD 1-4=1600,3-4=1600 WEBS 2-4=1132 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Gable studs spaced at 2-0-0 on center. 5)Bearing at joint(s)1,3 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 Ib uplift at joint 1 and 313 Ib uplift a joint 3. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 14• SAA IFI No.4880 - TE F ED ENG�a� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural\1,an,,during\' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy241.520%. ao Job Fuss cuss ype Qty y 0000831 GE03 ROOF TRUSS 1 1 o tional s Fe-5T4-20bT&TiTe-k Industries,Inc. I ue u 2000 Pagel 4r a s so Scall•1:29 5 U4= 6.00,r 3.4 4 0x{ S T W1 2 hl 6 — 2 n d, Tt • 1 ♦x8= I y I 2x6 II 4x8= T ,I r i 0.a12 ' ]-115 1.14 Gab 1+s a5-13 0.0.14 o-an t-ao 1+a �>o T-T•1z a9-o 9-ao 1-aa au a1.1z a1-1+ a1.a 1-ao Plate nses 2040021 bU4uu[ I LOADING (pso SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Verl(LL) 0.01 9 >999 1020 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:48 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=381/0-3-8,6=380/0-3-8,1=100/mechanical,7=99/0-1-8,10=111/0-3-8,8=111/0-3-8 Max Horz 2=80(load case 3) Max Uplift2=-289(load case 4),6=-289(load case 4),1=-89(load case 4),7=-89(load case 4),10=41(load case 3),8=-39(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=72,2-3=-328,34=-280,4-5=-280,5-6=-328.6-7=71 BOT CHORD 2-10=250,9-10=250,8-9=250,6-8=250 WEBS 4-9=38 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed buildingg,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If,cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Gable studs spaced at 2-0-0 on center. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 289 Ib uplift at joint 2,289 Ib uplift at joint 6,89 Ib uplift at joint 1,89 Ib uplift at joint 7,41 Ib uplift at joint 10 and 39 lb uplift at joint 8. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(s) Standard V• CAA IFIC No 4880 S TE F D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural pans durin4N� .If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free co 4.241.5� � 0 o russ cuss ype y y 0000831 J01 ROOF TRUSS 4 1 o tional s e I e nus nes, no. ue u age 1•o-a •2.0-0 2.0.0 sui.•1s.1 7 4 00 F12 0 B1 Ti n'_ s a 1 o-11 a "122-" 1•o-0 o-o-a 1•aa 2-o-0 ---------------- DEFL in (IOC) I/defl PLATES GRIP LOADING ,(psf) SPACING 2-0-0 CSI - TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0 08 1-2 >320 M20 249/19 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 3 n/0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hst LC LL titin I/deft=240 Weight:6 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) o -9O l nica2=260/0-3-8,5=13/tviechanical Max Hrz2= ad ca Max Uplift3=-90(load case 1) 2=481(load case 2) Max Grav3=220(load case 2),2=2600oad case 1),5=13(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-50 BOT CHORD 2-5=0,4-5=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 3 and 481 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA IN No. 88 ZZ S AT OF Q ORI Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural Tans during'\smtallation. ffHIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520 '� 01CiIl Job cuss cuss ype y y 4 1 0000831 X02 ROOF TRUSS o tions s e I e nus rtes, nc. ue u age o-so ao-a so-a -x-M 2-0-0 19 s 4.00 11 N x T1 81 b4= s 1 so-o x-o-o so-o so-o iso x-" DEFL in (lo c) I/dell I PLATES GRIP LOADING •(PSD SPACING 2-0-0 CSI - P.120 249119 TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) .14n1a >188 BC 0.03 Vert(TL) 0.14 1-2 TCDL 7.0 Lumber Increase 1.25 WB 0.00 Horz(TL) -0.00 3 n/a BCLL 0.0 Rep Stress Incr YES atrix 1st LC LL Min I/deft=240 Weight:12 Ib BCDL 10.0 Code SBC/SBCCI ) BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied cr 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.20 REACTIONS (lb/size Horz2=14load 3) nical _264/0-3-8,4=28/Mechanical Max Uplift3=-9(load case 3),2=-371(load case 2) FORCES (lb)-First Load Case Only ' TOP CHORD 1-2=33,2-3=-41 BOT CHORD 2-4=0 NOTES 110 1)This chord deadtload and 5 0 psf bo tom chord dead load,1 mned for the wind loads i from hurricane a oceanline,onanoccupancy category lucondition I encsf losed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBCISBCCI If end verticals exist,they are not exposed to Ond. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 Ib uplift at joint 3 and 371 Ib uplift at loin 2. 4)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA Z IFIL No.4 3 T TE OF �ORIOP SHRED ENG�t, Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structuix s during stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free c ., 1.520 �. 4 a o Job russ cuss ype Y Y 0000831 J03 ROOF TRUSS 4 1 OM tions s e I e industries,Inc. I ue Jul Zb u9:Z8:1z ZUOU Page tKU 3222b saa -2-0-0 0.0.0 2-40 54-0 U.I.•1:12.0 3 400 112 TI 2 87 ilas= s t 2 5.0-0 .0.0 aa-0 a0-0 sa0 2-0-0 LOADING •(psf) I SPACING 2-0-0 CSI DE FL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) n/a n/a M20 249!190 0.12 1-2 >222 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.00 3 n/a BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 9 Wei ht:19 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (lbo031 ech ase 1,2=319/0-3-8,4=48/MechanicaI Max Hrz 2=1 Max Uplift3=-116(load case 3),2=-368(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33.2-3=26 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vdnd. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 Ib uplift at joint 3 and 363 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(s) Standard V• CAA No.4880 ST 0 RI E Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural Tans during' llation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.5200 a � 4 00 o cuss russ ype y y 0000831 J04 ROOF TRUSS 12 1 o tional s e I e n u nes, nc. ue u age 7•o-0 TRU z -2-0-0 aa0 7-a0 Sup•1 a i.5 2-0-0 0 ..0o r12 Tr 2 e1 ne= . i I 7-0-02.0.0 7.0.0 o-o-0 7-ao 2•o-" DEFL in (loc) I/def! PLATES GRIP LOADING •(psf) SPACING 2-0-0 CSI _ TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0 15 1 2 >j75 M20 249/19 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Ve_k BCLL 0.0 Rep Stress Incr YES WS 0.00 1st LC LL M�II/defl=240 n/a Weight:25 Ib BC 10.0 Code SBC/SBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size) 3=165/Ivlechanical,2=385/0-3-8,4=68/Mechanical Max Horz 2=236(load case 3) Max Uplift3=-200(load case 3),2=-392(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to vvind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 Ib uplift at joint 3 and 392 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA IF1c Q � z No. 0 T TE s, GRID \� BRED E Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structuralans during- Nation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9 4.241.5200 a V4 00 Job cuss cuss ype :. Js y 0000831 J06 TAIL BEARING TAIL 1 o liana e I e n us nes,Inc. I ue Jut zb 09:28:11t)2UUU Page .1ao 0.0-0 410-0 Sc,W.t+,• "3 13 2 I6 I B.00i12 l 3.4= S T1 0.10.10 w� }•1 cl 443 f aan 4}B 4}7 5.41 1-510 0. I 4}7 LOADING .(psQ SPACING 2-0-0 CSI I DEFL in (IOC) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 00:001 2 >999 Iv120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 I Vert(TL) -0.01 5 n/9 BCLL 0.0 Rep Stress Incr YES WB 0.00 HorzIst LC LL Min Well=240 Weight:13 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied oro-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size) 1=15810-3-8,5=9/Mechanical,3=158iMechanical Max Horz 1=163(load case 4) max Upliftl=-72(load case 3),3=-175(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30.2-3=78.3-4=-4 BOT CHORD 2-5=0 NOTES 1)This truss has been designed for the Wnd loads generated by 110 mph winds at 25 ft above ground level,using 5:0 psf top char dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft vdth exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vrind. If cantilevers exist,they are exposed to vvind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 175 Ib uplift a joint 3. 5)This truss has been designed for bath TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAA 3Q o. 8 TATE OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C,s A�ORIVP Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during i stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520 a � 4 00 o cuss cuss ype Y Y 0000831 J07 TAIL BEARING TAIL 14 1 o tional , s e I e nus nes, nc. ue u age 41ao 7.0-0 0.0-0 470-0 =-=.0 scab•1:76.3 3 i la 6.0015_: t (� B7 T1 d 7x4= a '7 d 1 T r a ]-&9 '70 }17.15 6.17- 4}7 SS7 7-0-0 0. 4y7 1-510 1Q-15 2-0-0 CSI DEFL in (IOC) //deft PLATES GRIP LOADING •(psf) SPACING >723 M20 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.11 2 >875 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TQ -0.05 4 n/5 6CLL 0.0 Rep Stress Incr YES (M 0.00 Hist LC LL Min Well=240 Weigh/:23 Ib 6CDL 10.0 Code SBCISBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 0-0-0 oc bracing. BOT CHORD 2 X 4 SYP No-2D REACTIONS (Ib/size) 1=251/0-3-8,3=225iMechanical,4=27alechanical Max Horz 1=245(load case 4) Max Upliftl=-117(load case 3),3=-252(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=10,2-3=100 BOT CHORD 24=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vrind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at'oint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 Ib uplift at joint 1 and 252 Ib uplift at joint 3. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA Q•�'� IF 9�9 kA 0. 8 3 TE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation /s ORI�_P�+`��Q Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 E This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy04.241.520 o =J08 russ ype Y Y 0000831 TAIL BEARING TAIL 2 1 o tional 32226 S e I e n us nes, nc. ue u age 410.0 7-0.0 ao-o 4,ao 2'7'0 Scala•t'.77.a 0�0 FFO , d 600 Z B1 TI 3:a= 1 aT 2-F9 10 111.15 Ft 1.6 437 5.9-1 7.0.0 0. 417 1-510 1.7-15 COALING =OS 2-0-0 CSI DEFL in (lac) Udell PLATES GRIP TCLL rease 1.25 TC 0.17 Vert(LL) 0.11 2 X875 M2p 249/190 TCDL crease 1.25 BC 0.03 Vert(TL) -0.09 2BCLL s Incr YES WB 0.00 Horz(TL) -0.05 4 n/a Matrix 1st LC LL Min I/deft=240 Weight:23 Ib BCDL SBC/S BCCI ( ) LUMBER BRACING DSS TOP CHORD Sheathed or 6-0-0 oc purtins. TOP CHORD 2 X 6 SYP BOT CHORD 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 0-0-0 oc bracing. REACTIONS (Ib/size) 1=251/0-3-8,3=225/Mechanical,4=27/Mechanical Max Horz 1=245(load case 4) Max Upliftl=-117(load case 3),3=-252(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=10,2-3=100 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top char dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at oinl(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity at surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 Ib uplift at joint 1 and 252 Ib uplift at joint 3. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *v' CAR9i IFIC,9 o.4 0 OF ,(�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s ORIV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 O ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dur�N0 ' allation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop 04.241. I � 0 Job cuss cuss ype Us 0000831 J09 ROOF TRUSSo tional I e industries,Inc. ue u age -2-6-0 2-0-0 2-au 0.0-0 2-2.14 SCLC•7:13 2 2 �a 1 a 0.00,1z 1 z l T, 7 Jri i 6 00 FIE ,I1 2.6-11 2-2-14 0-0.0 2.2.14 2-2-1d 2-3-0 DEFL In (IOC) I/deft PLATES GRIP LOADING .(psf) SPACING Z-O-O CSI - TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) n/a �9n99 pA20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(ll) -0.00 2 BCLL 0.0 BCDL 10.0 Code tress IncrSBCISBCCI (MaYES trix)00 1st LC LL Min IIldefl=240 n/a Weight:13 Ib BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.21) REACTIONS (lb/size Horz 2=228 load echanical, ase 3=30/Mechanical,2=218/0-3-8,4=20/tvtechanical Max Uplift 1=-88(load case 3),3=-92(load case 2),2=-101(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=60,2-3=-48 BOT CHORD 2-4=7 NOTES 1)This truss has been designed for the wind loads generated by 110 mph vvinds at 25 ft above ground level,using 5:0 psf lop chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 1,92 Ib uplift at joint 3 and 101 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �v. CAR IF C 880 STATE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation FC's A�ORIOP' Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 EO ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural Tans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 04.241.520 a �. 4 0 0 Job ru I cuss ype y 0000831 J10 ROOF TRUSS 2 1 o tional u ae i e n u res, nc. ue TR JE I KU6-6 11 0." lo-la 2"00 2-5-0 so-u VN.:1/211' 3 a &0012 4 T1 2 _ IT 6.00112 3.4 i i a10 27.0 lets aao lo-" feta 2.&0 ---------------- 2-0-0 CSI DEFL in (IOC) Vdefl PLATES GRIP LOADING. (p50 SPACING TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 2-4 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 9 3 n/a Weight:18 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 LUMBER BRACING TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=73/Mechanical,3=73/Mechanical,2=282/0-3-8,4=35/Mechanical Max Horz 2=301(load case 4) Max Upliftl=-88(load case 3),3=-150(load case 2),2=-140(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=66,2-3=32 BOT CHORD 2-4=13 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top char dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Bearing at)'oint(s)2 considers parallel to grain value using ANS IITPI 1-1995 angle to grain formula. Building designer should verify capacity Of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1,150 Ib uplift at joint 3 and 140 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �V. CAA lc /0 48 A'TE OF ORIOp'`�e Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ED ENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural an during\* gtallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520 00 Job russ russ ype Y Y 0000831 J11 ROOF TRUSS 1 1 o tional s e I e n us nes, nc. ue u age -1611 }511 1�7 Scala•1:15A a� T2 6.00 52 Bt al T1 Del= ao-la 1y13 1+3 o•ao 1+i 1+3 }611 LOADING (pSQ SPACING 2-0-0 CSI DEFL In (IOC) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) n/a - n/9 M20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 BCLL 0.0 Rep Stress Incr YES WBtn 0.00 1st LC LL MiiOn�defl=240 0 1 n/a Weight:10 lb BCDL 10.0 Code SBC/SBCCI (t ) BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size) 1=106/Mechanical,3=-30/%lechanical,2=268/0-3-8,4=13/Mechanial Max Horz 2=174(load case 4) max max Grrav3=24(load case)load case )2=268(load ase 1load case ),4=13(loadad case ase 1)4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=67.2-3=-49 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 Ib uplift at joint 1,30 Ib uplift at joint 3 and 168 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �4. CAA 114 4 STATE O Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C,s ORIV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural tans during Nistallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520i '� 44r)I Job russ I russ, I ype y y 0000831 J12 ROOF TRUSS 1 1 o tional sFebt industries,Inc. Tue Jul Zb age 2-a o o-0-0 t St4 2-6-0 i•S to Seat*•1:14.6 1 6.00 t2 2 B1 el Ti 41 b4= t 2-&0 1-514 40.0 1 1.5-14 .3.14 2-So LOADING •T70.OLumber PACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL lates Increase 1.25 TC 0.76 Vert(LL) n/a - n/a M20 2491190 TCDL Increase 1.25 BC 0.01 I Vert(TL) 0.35 1-2 >93 BCLL ep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL ode SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:10 Ib LUMBER TOP TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-96/tviechanical,2=335/0-3-8,4=14/Mechanical Max Horz2=283(load case 4) Max Uplift3=-96(load case 1),2=-712(load case 4) Max Grav3=388(load case 3),2=3350oad case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=79,2-3=-101 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 50 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 Ib uplift at joint 3 and 712 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/7P1 1-1995 plating criteria. LOAD CASE(s) Standard CA IF / IF 8 3 STATE OF s, ORIOp' Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation OR ENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during i stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free co y 4.241.5200 It-, 4 ao Job russ cuss ype YY 0000831 J13 ROOF TRUSS 2 1 o tional s e I e nus ries,Inc. ue u age TRUETRU TC- 4.200 4.60 0.0-0 10.0 leo 100 Sal�•7:27.6 0 1 8.00 I12 2 T Bt of �II N4= .l' 0.1-t 2.6-12 10-0 0-0.0 10 0 100 2.6-0 LOADING ,(psQ SPACING 2-0-0 CSI DEFL in (IOC) Udell PLATES GRIP TCLL 20.0 Pn/a M20 249/190 lates Increase 1.25 TC 0.12 Vert(LL) n/a TCDL 7.0 I Lumber Increase 1.25 BC 0.03 Vert(TL) 0.00 2-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Well=240 Weight:15 Ib LUMBER BRACING TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=78/Mechanical,3=54/IMtechanical,2=247/0-3-8,4=28/Pdechanical Max Horz 2=265(load case 4) Max Upliftl=-91(load case 3),3=-120(load case 2),2=-117(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=64,2-3=-57 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 Ib uplift at joint 1,120 Ib uplift at joint 3 and 117 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard P• F C IF �C �vo 8 E OF s, ORIOP' Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation BRED ENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structuralans during' llation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9 4.241.5200 a\%, 0 0 Job russ cuss ype Y Ply 0000831 T01 ROOF TRUSS 1 I1 o Bona s e 1IeK InUuskries,Inc. ue u 1/•o-0 } •x•a2.0.0 asa y6{ 5-2-12 a2-12 ts2-12 22- 2-0.0 2�r age IM,I' 4.4= 6M 12 b4 20 6 x b W1 W1 6 2 IT 1 6 as= ]xi= 5x9= z-aa z 22-aa -a•o 22-o-o 11." 11-0.0o-a a 11-o-o z-o-a z-aa Plate Offses LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.06 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.33 6-8 >787 BCLL 0.0 Rep Stress Incr YES WB 0.20 Hst LC LL h1�I/ eff=240 3 6 n/a Weight:101 Ib BCDL 10.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD Sheathed or 5-8-10 oc puffins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Mo9 ,casel2)0-3-8 axHrz2=1460oad Max Uplift2=-690(load case 4),6=-690(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=24.2-3=-1135,34=-880,4-5=-880,5-6=-1185,6-7=24 BOT CHORD 2-8=1051,6-8=1051 WEBS 3-8=-299,4-8=496,5-8=-299 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the vvind loads generated by 110 mph vrinds at 15 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category f,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to vvnd. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 690 Ib uplift at joint 2 and 690 Ib uplift at joint 6. 4)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard 14• CAA �Q•�'�-1 IFIL �99'L �Q V 0- No.48803 TAT 0 10 ED ENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not suffricient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during\' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520 00 JOD I russ I russ I ype Y Y 0000831 T02 FAN 6 1 o tions I Rut I KU TC-.,JACXS7OMILLE FL. 32225 s e i e industries,inc. Tue Julage -1+0 0.40 4.114 9+0 15.8.0 22-0.0 1+0 411 4411 6+0 _ _ 6+0 ScM.•1:41 3 2x1 I! a 0.12= 2.4 11 7.8= 6.00 12 ]xi i 13 6 7 1. w] 12r J b di w w5 9 M X X 9 11 10 9 ]a= Jxi= 214 II 5x9= Jxi II 1+0 22-M 0-0-0 4114 9-0 6+0 15.9-0 220-0 411-1 41-12 _ 6-40 1.40 2' Plate ses LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 I Plates Increase 1.25 TC 0.64 Vert(LL) 0.10 10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.16 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.04 8 n/a BCDL 10.0 I Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:130 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D*Except* TOP CHORD Sheathed or 4-8-3 oc purlins, except end verticals. T2 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-4-12 oc bracing. BOT CHORD 2 X 4 SYP No.21D WEBS 2 X 4 SYP No.3*Except* W4 2 X 4 SYP No.2D REACTIONS (Ib/size) 8=800/0-3-8,2=886/0-3-8 Max Horz 2=446(load case 3) Max UpliftS=-521(load case 3),2=-661(load case 3) Max Grav8=1294(load case 7),2=10890oad case 7) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=31,2-3=-1441.3-12=-120,4-12=-67,5-10=106,4-5=-80,5-13=-1278,6-13=-1278,6-7=-1279,7-8=-736 BOT CHORD 2-11=1226,10-11=1418,9-10=1455,8-9=54 WEBS 3-11=234,3-5=-1173,5-11=-234,5-9=-195.6-9=-380,7-9=1357 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBCISBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding: 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 Ib uplift at joint 8 and 661 Ib uplift at 1o1nt 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Load case(s)7,8 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Special hanger(s)or connection(s)required to support concentrated load(s). Design for unspecified connection(s)is delegated to the building designer. a CgA9 Q LOAD CASES) Standard Except: V� • 7)User defined:Lumber Increase=1.25,Plate Increase=1.25 � �(IF/Cq��C9 Uniform Loads(plf) Vert:1-4=-54.0,5-7=-109.0,2-8=-20.0 V Z 8)User defined:Lumber Increase=1.25,Plate Increase=1.25 NO.4880 Uniform Loads(plf) 1 + Vert:1-4=-54.0,5-7=-54.0,2-8=-20.0 Concentrated Loads Ob) ST T Vert:13=-340.0 � pP Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural Tans during' stallation. IfHIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.5200 8 I\ d0 o m rutoss I ype U Y Y 0000831 T03 ROOF TRUSS 1 I 1 o tional s FeffT4-20VYMMe-k Industries, nc. ue u age •2.0-0 2 0-1 aa0 0-10-U 110-14 34 2 7.0-0 &3-1412.0-14 6-2 2 11-60 --2 x0-62 .3N4 260-0 11.2 31-1-2 3.10-14 36-0-02 0.037.6-0 Sul*•1:12.3 4.12= US= 2x4 It 4.12= 5.5= 4.00 7 8 4 3 8 3,0-a lal 4 ` 9 3 a i W4 2 11,4~ d UG 17 18= id 75 14 13 12 7.6= 2x4 I 3x4= 3.9= 1.12= 3.8= 3.4= zxa II 310-0 2.0-0 2-o-0 o-0-0 3-1au r-o-0 a-Yu 7T.>o 22.62 z3-a0 31-7-2 36-0-0 170-14 11.2 5.3-14 6-zQ 5-2.2 &"a 11-2 0-10-10- 2-o-0 x-0--o —Pl:110 011S.51s ,0-4-8 LOADING (PS SPACING 2-0-0 7TSC' DEFL In (IOC) I/deFl PLATES GRIP TCLL 20.0 Plates Increase 1.25 0.64 Vert(LL) 0.63 15 >657 tv120 249!190 TCDL 7.0 Lumber Increase 1.25 0.35 Vert(TL) 0.73 15 >574 BCLL 0.0 Rep Stress Incr NO WB 0.49 i Horz(TL) 0.10 10 n/a Weight:199 Ib BCDL 10.0 I Code SBC/SBCCI 1st LC LL Min Udefl=240 9 LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-8 oc purlins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1400/0-3-8,10=1400/0-3-8 Max Horz 2=21(load case 2) Max Uplift2=-1035(load case 2),10=-1035(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-3637' -2=18,2-3=3637,34=-3252,4-5=-4440,5-6=-4440,6-7=-4440,7-8=-4440,8-9=-3252,9-10=-3637,10-11=18 BOT CHORD 2-18=3452,17-18=3452,16-17=3098,15-16=4874,14-15=4874,13-14=3098,12-13=3452,10-12=3452 WEBS 3-18=70,3-17=-395,4-17=226,4-16=1460.5-16=-280,6-16=-474,6-15=104,6-14=-474,7-14=-280,8-14=1460, 8-13=226,9-13=-395,9-12=70 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1035 Ib uplift at joint 2 and 1035 Ib uplift at joint 10. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA iFic N0.48803 STA E F Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 04.241.520 a �, 4 0 0 o fuss russ ype Ll. i 0000831 T04 ROOF TRUSS o tions I 18K nus l Inc. Tue u age TRUt z-o-6 z-0-0 o-o-0 ra+a s0 o-o-o 2660 1•x 301.24_1 35."x-o-6 37-o- i• 410.14 41x --3.0 suu 172.3 5.5= 3.4= 3.4= 56= 4.00 FiZ 4 5 6 7 a4 f 2.4; I I 0 .+I 3 2 W 4 W 7 L W 1 9 N lx 1Q�r'i1 d a +1 3.6= 3 t2 3.6= 3.a= 3x9= 5d= r - x-o-0 z-o-0 3s0-a 9-D-0 17->0 26-0-035•o-0 o-0-0 5-o-0 e•-0 &.0 5'60 2-a0 2.0-0 plat e se s LOADING (psf) SPACING 2-0-0 CSl DEFL in (loc) udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.51 12 >817 M20 249/190 TC 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 0.63 12-13 >658 BCLL 0.0 Rep Stress Incr YES WB 0.64 ist LC LL Min%deft=240 n/a Weight:163 Ib BCDL 10.0 Code SBC/SBCCI - L BRACING UMBER TOP CHORD Sheathed or 3-1-11 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1400/0-3-8,9=1400/0-3-8 Max Horz 2=26(load case 2) Max Uplift2=-1045(load case 2),9=-1045(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-3241,3-4=-2935,4-5=-2816,5-6=-3598,6-7=-2816,7-8=-2935,8-9=-3241,9-10=17 BOT CHORD 2-13=3059,12-13=3520,11-12=3520,9-11=3059 WEBS 3-13=-292.4-13=660,5-13=-804.5-12=114.6-12=114.6-11=-804.7-11=660.8-11=-292 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1045 Ib uplift at joint 2 and 1045 Ib uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 44. CAA IFIL 9/C•� N .48 S OF MID D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural tans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520 a � 4 00 Job russ russ ype y y 0000831 T05 ROOF TRUSS 1 1 (optional) s e I e nus nes, nc. ue u age JA(;KtiUr4vILLE FL. ' 2.-0.0 231-2 710.0 37-0.0 Blau n.aa n-ba y1.2 110-u 2_0.0 ---.-0.0 6F0 5,10.14 11.2 130 6 i0 scal.•1:72.3 2-0.a st0= 3.8= 7s5= 4 s 6 4.0012 zK4 r I I. 7 7 wJ J� V43 { _ s 2 :i1 d d 11 10 3:e= Jab= 1. Jag= 88= 3.8= --' _ 2-0.0 710.0 x-0.a x.-0.0 710-0 n-ao n->a 11.ao o-ao 1ao-7 c3o c-a z-o-o x-o-o ae seas 2-0-0 CSI DEFL in (IOC) I/detl PLATES GRIP LOADING (PSO SPACING >999 M20 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.49 2 j2 >855 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) 0 14 8 n/a BCLL 0.0 Rep Stress Incr YES WB 0.57 1st LC LL Min I/dell=240 Weight:165 Ib BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD Sheathed o TOP CHORD 2 X 4 SYP No.2D ra-1-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Mo300oad case 3)8=1400/0-3-8 Max Hrz 2= Max Uplift2=-1055(load case 2),8=-1055(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3=-3124'3-4=-2720,4-5=-2602,5-6=-2602,6-7=-2720.7-8=-3124.8-9=17 BOT CHORD 2-12=2951,11-12=3009 10-11=3009,8-10=2951 WEBS 3-12=-393,4-12=542,5-12=-472,5-11=127,5-10=-472,6-10=542,7-10=-393 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent vrater ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of Wthstanding 1055 Ib uplift at joint 2 and 1055 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �Q�'�V• CAR �IFIL R,C•� N 4880 S AT ED NGS Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plan during instdVation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904. 41.5200 a �. 4 a o o russ Truss ype y y 0000831 T06 ROOF TRUSS 1 1 02 tional s e mi e Innes,Inc. ueJulage TRU 0-0 o 1T-6.0 I2-0.0 2&i-2 35-F0 37•FO a-o 0 oto cto-ta at z a 6 6 o ata 6.10-14ia x o0 z-aa 13. sto-ta scu.-1:7z3 5.5= 3x4= 5.5= d 5 6 6.00 113 - 3zd 3.4 LWY a 1 I W2 � n W2 e I!r 2 SIS l d 3x6 3.6= 13 12 11 10 = Z14 II 5.3= 5.8= b4 II x- 35-o- 2-"2-M ' z2-o-5 28-11-2 35-o-0 0-0.0 6.10-116.1-2 6.10-11 6.12 t}0-0 9.0-0 6.1.26.10•u 2-0.0 2-o-a Plat- se s 0 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.36 12 >999 M20 249!190 0.5611-12 >745 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) 0.13 8 n/a BCLL 0.0 Rep Stress Incr YES WB 0.52 1st LHorzC LL rutin I;defl=240 Weight:167 Ib BCDL 10.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD Sheathed or 3-2-15 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=140010-3-8,8=1400/0-3-8 Max Horz 2=35(load case 2) Max Uplift2=-1063(load case 2),8=-1063(load case 3) FORCES (lb)-First Load Case Only TOP CHORD BOT CHORD 2-13=2999,12-13=2999,134=-2112=2504 380-11=299988 0=299908,7-8=-3173,8-9=17 WEBS 3-13=129.3-12=-664.4-12=506.5-12=-171.5-11=-171.6-11=506.7-11=-664.7-10=129 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane cceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of oAthstanding 1063 Ib uplift at joint 2 and 1063 lb uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard 4• CAA IFIC * No.4*8.803 S AT F R D ENG�t, Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural pl• s during ins%llation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy-904k241.520 lei \'�' & opy-90 241.520Q Q Q Jb o russ russ ype Y LeMIMIa., 0000831 T07 ROOF TRUSS 1 TRUE TRUSS I1TC—.,—JAZKS-0MILLtz l'-L. 32226 s nus nes, nc. ue u age d-5-0 aao au 15-0.7 x604 x7.14 35-, 77.60 7.1 2-" 7.10.14 7-Y• Sao 7.1-27.10-14241-0 ScaN•1:77.3 4.9= US= a S 4.00 F12 Jxa 3.4 Z III7 J a 6 h WIt yr. Wx I n 7 r x !1 11 10 y 3.6= +x n0.II 3.0.= S.S= x.0.II r 35-0-02-0-0 :-o-o 15-0-0 x60.0 27-1.7 3541-0o-o-o 7-1616 T-+0-+a 7-1(1-14r-+-+ }0.o 7-1-, 2-0.02-0-0 Plate se s 4 02 4�63�2� LOADING (PSI) SPACING 2-0-0 CSI DEFL in (IOC) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.35 11 >999 M20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.44 11-12 >947 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:166 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1400/0-3-8,7=1400/0-3-8 Max Horz 2=-400oad case 3) Max Uplift2=-1071(load case 2),7=-1071(load case 3) FORCES (ib)-First Load Case Only TOP CHORD 1-2=17,2-3=-3071,3-4=-2275,4-5=-2168,5-6=-2284,6-7=-3071,7-8=17 BOT CHORD 2-12=2904,11-12=2904,10-11=2170,9-10=2904,7-9=2904 WEBS 3-12=150,3-11=-795,4-11=395,4-10=-2,5-10=397,6-10=-788,6-9=149 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. if cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1071 Ib uplift at joint 2 and 1071 Ib uplift at joint 7. 5)This truss has been designed for both TP 1-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA IFIC �Q` 3Q v F N0.4880 TE F EDEN Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during i stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.225200 Q o russ i russ I ype CRY Y 0000831 T08 ROOF TRUSS 7 1 o tions . s e ie n us nes, nc. u 0 Page }Ft 1 40.0 6-4.0 1x-60 162-11 }b11 6-�0 6+0 Yb11 SUN•t:J6.T 4.5= 7 11 6.00 12 6 5.5= 4 '7- 2 a 3.4 i �1j 5 r , 0.1-1 3-5.10 12-6.0 }5.15 0.0.12 6-d-0 12-}0 0.0-0 6-x-0 6+0 }b t 1 1bil - LOADING •(psf) SPACING 2-0-0 CSI DEFL in (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.08 6 >999 1020 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TI.) -0.13 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.27 HOrz(TL) 0.11 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:55 ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-611 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=67/rAechanical,5=69/0-1-8,2=658/0-3-8,4=658/0-3-8 Max Horz 2=-107(load case 2) Max Upliftl=-71(load case 4),5=-73(load case 2),2=-440(load case 4),4=-440(load case 4) Max Grav 1=68(load case 5),5=700oad case 6),2=658(load case 1),4=6580oad case 1) FORCES (ib)-First Load Case Only TOP CHORD 1-2=S2,2-3=-1316,34=-1316,4-5=83 BOTCHORD 2-6=1164,4-6=1164 WEBS 3-6=S33 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of v ithstanding 71 Ib uplift at joint 1,73 Ib uplift at joint 5, 440 Ib uplift at joint 2 and 440 Ib uplift at joint 4. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard III• CAA I IFIL No. 88 S AT OF Q ORI E Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural\11ands uring stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology fora free copy .241.520� 4 00 p USS fU55 cuss ype y y 1 1 0000831 T09 ROOF TRo tional s e , e nus rtes, nc. ue u age ' 1}}0 20-10 21-;- 000 41941a110 S-0-0 1.3.0d'9.0 P0.0 419 0.,,2 o-9.2 '.'o-4 sal.•1:465 5.9= A4 11 4.8= 4x4= 6 6 r US C 3.5 i4 - i 9 d Is 16 u n to 13 11 20 21 10 22 14 i7 Aa II 4.8 = A4 II d - Bx12 F120H= az8= 2 6xS= b 7x12 i 6.00,12 1 21.6-0 2-4.0 1110 20-10 21-6.0 0-0-0 41d s-3-a 6.60 10-10 5-04 S." ,-10 419 0-11-d 2-9.0 Plat e s_es 74024 /u[au[4 LOADING (PSO SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP 0 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 37 j2 >684 M20H 1871143 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(lL) 019 9 n/a BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz1st LC LL Min I/defl=240 Weight:123 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or direr oc pubes BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1048/0-3-8,9=913/0-3-8 Max Horz 2=453(load case 3) hlax Uplift2=-830(load case 4),9=-467(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=81, 2-3=-3272 34=-2754,4-5=-3129 5-6=-3129,6-7=-873,7-8=-976 BOTCHORD 11-20=2683,20-21=2683.10-21-=2683, 1 , 25 6=2459,12-17=26 83,17-18=2683,18-19=2683,11-19=2683, 10209-22=0 -10=303,8-9=-995, WEBS 3-14=483,3-13=-255,4-13=1048,4-12=699,5-12=-251,6-12=466,6-11=154,6-10=-1894,7 8-10=976 NOTES 1)This truss has been checked for unbalanced loading conditions. 0 mph winds at 25 ft above ground level, 2)This truss has been designed for the wind loads generated by 11using 5.0 psf top chord,condition I enclosed dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category level,, buildingof dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If,cantilevers exist,they are exposed to wind. if porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of vrithstanding 830 Ib uplift at joint 2 and 467 Ib uplift a joint 9. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 8)Special hanger(s)or connection(s)required to support concentrated load(s)39.51b down at 5-3-0,25.Olb doom at 7-4-13,25.0Ib 18-5-4,tand 25 01b down at 05 4 n bottom chord.b down esign for unspelcifed connect o(s)s down at 14-5-4 lelegated to the builditng2desig ner al LOADgular: ) Standard � v, Cgg9 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) �Q'(IF�L`q�C9 Vert:s(plf)4.0,4-7=-54.0,7-8=-54.0,2-14=-20.0,9-14=-20.0 A Concentrated Loads(lb) I� Vert:13=-39.5 15=-25.0 16=-25.0 17=-25.0 18=-25.0 19=-25.0 20=-25.0 21=-25.0 22=-25.0 Q No.4 3 T TE OF �ORIOP' ED ENG? Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural Tans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520 a � 4 00 Job - russ Truss Type y y 0000831 T70 ROOF TRUSS 1 1 o tional TRUE TRW�: sFebl e c n us ries, no. ue u age •2-60 0.0.0 2 4.54 660 10.60 14.," 17.0.12 4-S-4 214.0 60 4.5-4z-o-1- 4.0-04•ao x-3.1z Scala•I.45.9 4.4= U.= 4.4= 4 5 6 3x3 G yy4 Wa 3.5 7 8 3 W2 14 6.00 12 11 10 9 L' = 3x5= 3x9 3.9= 2 14 b 6.00 F1 3x9 3x9 1 2.6J 21.60 0-0-0 4}9 69-0 1+-40 17.2'9 4." 21-60 4-}8 2-f9 &0.0 2-59 2-60 Plate Offsets LOADING (PSI) SPACING 2-0-0 CSI DEFL In (]cc) I/dee PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.33 11 >766 I M20 249!190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.46 10-11 >554 BCLL 0.0 Rep Stress Incr YES WB 0.49 Hlst z(LC LL MinIdee= 8 n/a Weight:104 Ib BCDL 10.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-6 cc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-3-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=785/0-3-8,2=937/0-3-8 Max Horz 2=443(load case 3) Max Uplift8=-553(load case 4),2=-864(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=39,2-3=-3573,3-4=-1640,4-5=-1402,5-6=-1402,6-7=-1640,7-8=-3573 BOT CHORD 2-12=3249,11-12=2686,10-11=1556,9-10=2686,8-9=3249 WEBS 3-12=1541.3-11=-1432.4-11=741.5-11=-185.5-10=-185.6-10=741.7-10=-1432.7-9=1541 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 8 by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)8,2 considers parallel to grain value using ANSIlTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 lb uplift at joint 8 and 864 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �Q•��V• CAA .1 iFic 3Q �' v - No.4880 s ST 0 RI DE Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structurallans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.520 %v, 4 00 Job russ russ Type y y - 0000831 T11 ROOF TRUSS 1 1 o tions . s e 1 e nus nes, nc. ue u age -2-8.0 0.0.0 65-4 9-}0 13-M 4.0.12 21-6-0 2-8.0 45-1 19.12 $0-0 1942 65-1 5<N••135.3 {a8= 1x1= 1 S W/ 2X5 i 3X5� d 8.00 3 6 W2 W2 d i1 10 9 0 5.5= 3X5= 4a8= Sa5= d 7 2 a Ia I 640;12 3.8 i lab 7 2-9-0 21.6-0 r � 0-0-0 63-8 8.3.0 13.3.0 17-2.8 21-6-0 619 3-11.8 5.0-0 3.11.8 63-9 2.8-0 Plate offsets LOADING •(psi) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.34 11 >747 N120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.40 9-10 >641 BCLL 0.0 Rep Stress Incr YES WS 0.52 Horz(TL) 0.46 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:107 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=785/0-3-8,2=937/0-3-8 Max Horz 2=495(load case 3) Max Uplift7=-553(load case 4),2=-864(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=39,2-3=-3573,34=-1306,4-5=-1105.5-6=-1306,6-7=-3573 BOT CHORD 2-11=3249,10-11=2684,9-10=1105,8-9=2684,7-8=3249 WEBS 3-11=1553,3-10=-1650,4-10=490,4-9=0,5-9=490,6-9=-1650,6-8=1553 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 Ib uplift at joint 7 and 864 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �Q►�� • CAA �(IFIC 9�(+i9 Q � z No. 0 r T TE s, OR10 ED ENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structuralp ans during' llation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9 .241.5200 8 � 4 � � Job russ toss ype y y 0000831 T12 ROOF TRUSS 2 1 o bona sFebI e industries,Inc. Tue Jul 2b U9:26:51 ZUUU Page -x•B-0 o-o-0 45-� 5-9-0 Ileo IT-0-1221-co x•2.0 250 45.1 S}12 2-0.0 S}12 — 45.1 2•b0 Scq.•1.SOA 4.4= 1:1= 1 5 5.00 r1: 3z5 4 016 1, 5 xS 0 W-1 W2 ,i 12 1 10 5 5,6= sal= 4.4= 5x6_ 7 14 d 2 \ jd 6.00112 0z6 i Oz6� 9 1 2-&0 1 21-SO 2-50 0-SO 43-8 9.9.0 1150 17.2-9 21-6-0 4}8 5-5.9 2551 SS9 4}9 2-b0 Pb0 Plate Offsets 6a70'OT[16�-0 6D- " LOADING •(psf) SPACING 2-0-0 CSI DEFL in (IOC) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.31 11-12 >810 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.42 9-10 >611 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.43 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udell=240 Weight:112 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-6-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=937/0-3-8,7=93710-3-8 Max Horz2=433(load case 3) Max Uplift2=-864(load case 4),7=-864(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=78,2-3=-3185,3-4=-1128,4-5=-909,5-6=-1128,6-7=-3185.7-8=78 BOT CHORD 2-12=2814,11-12=2340.10-11=909,9-10=2340,7-9=2814 WEBS 3-12=1279,3-11=-1467,4-11=374,5-10=374,6-10=-1467,6-9=1279 NOTES 1)This truss has been checked for unbalanced loading conditions.' 2)This truss has been designed for the vrind loads generated by 110 mph vvinds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI [fend verticals exist,they are not exposed to vdnd. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to vvind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 864 Ib uplift at joint 2 and 864 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/IPI 1-1995 plating criteria. LOAD CASE(S) Standard �v. CAR 3Q _ tNA T . eATE OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C/s�C�R��P Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 04.241.520 a � 4 00 Job russ cuss ypey Ply 0000831 T13 ROOF TRUSS 1 1 o tional s e I e nus ries,Inc. ueu age :-o-0 0.0.0 43.61-5-45-7-0 8.11.9 124b7 163.0 17.3-12 2-8-0 4y8 0.1-120.9.1' 3-8-9 3-617 3.6-9 70-12 Scald•1:78.1 AS II 4.8= t.t= S.8= 3x3 i! S i 7 4.6= Wd W4 6 } Wd � d 8.00 12 Id 17 16 12 17 i6 it 13 10 M 1 Safi o 3.4= 4.6= 2.1 II 4.8 14 2 T 6.00,12 15 3.5 i 1 2-8-0 17.3-12 I 0.0.0 43.6 8-}0 1-0.12 3-2-9 3-&13ll }63 6.11-9 12.67 12-3.0 17-3-12 418 0.11-8 2-8-0 Plate Offsets LOADING .(Psf) SPACING 2-0-0 CSI DEFL in (too) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.17 13-14 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) 0.29 1-2 >117 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.21 15 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:91 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-10-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=868/0-3-8,15=733/0-3-8 Max Horz 2=451(load case 3) Max Uplift2=-735(load case 4),15=-369(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=78,2-3=-2683,3-4=-1844,4-5=-1950,5-6=-1950,6-7=-521,7-8=-586,9-15=-733,8-9=-731 BOT CHORD 2-14=2347,13-14=1976,13-16=1643,12-16=1643,12-17=1588,17-18=1588,11-18=1588,11-19=1588,10-19=1588, 10-20=21.9-20=21 WEBS 3-14=902.3-13=-576.4-13=677.4-12=334.5-12=-184.6-12=396.6-11=122.6-10=-1167.7-10=143.8-10=649 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,15 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 735 Ib uplift at joint 2 and 369 Ib uplift at joint 15. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)39.51b down at 5-3-0,25.01b down at 7-4-13,25.01b down at 9-4-13,25.0Ib down at 11-4-13,25.Olb doom at 12-5A,and 25.01b down at 14-5-4,and 25.O1b down at 16-5-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-7=-54.0,7-8=-54.0,2-14=-20.0,9-14=-20.0 Concentrated Loads(Ib) Vert:13=-39.5 11=-25.0 16=-25.0 17=-25.0 18=-25.0 19=-25.0 20=-25.0 • CAA Q►�'� IF 9�9 F 6o. 8 3 TE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation C/5- ORIV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 DG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural Tans during stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 04.241.520 Job cuss russ ype y y 0000831 T14 ROOF TRUSS 1 1 (optional) s Feb 14 ZUUU MiTekn US rtes,Inc. TUB Jul Zb U929:01 ZU0Q PTge -2-&0 0.0.0 45-4 6 4M 10-M 149-0 17.112 2-" 4-5.4 2-112 440 40-0 24-12 S.I.-1:38.1 4x4= 3.4= IM= 4 5 6 LS i N2 W4 W4NOS-=3W7 0.00 72 d 11 17 10 9 5.5= US= 3x8= 21A d n 2 �b 6.00�,i2 12 . 3.5 i 1 2-9.0 77-112 I� FO-0 4}d 6.9-0 749-0 17-3.12 4}8 2-SA 8.0-0 2-6.12 2.9-0 Plate Offsets - LOADING (pso SPACING 2-0-0 CSI DEFL In (IOC) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.17 10-11 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.29 1-2 >117 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.15 12 n/a BCDL 10.0 Code SBC/SBCCI (f latrix) 1st LC LL Min I/deft=240 Weight:92 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-1-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=794/0-3-8,12=617/0-3-8 Max Horz 2=503(load case 3) Max Uplift2=-772(load case 4),12=-427(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=78,2-3=-2333,3-4=-1184,4-5=-1007,5-6=-566,6-7=-697,8-12=-617,7-8=-619 BOT CHORD 2-11=2035,10-11=1701,9-10=946,8-9=21 WEBS 3-11=857,3-10=-777,4-10=438,5-10=74.5-9=-457,6-9=186.7-9=569 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,12 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 772 Ib uplift at joint 2 and 427 Ib uplift at joint 12. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4• CAINA o.4 0 OF �4Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s ORIOP Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structure plans durin 'nstallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop 04.241.52 a\!k a o Job russ toss ype y y 0000831 IT15 ROOF TRUSS 1 1 (OPa' T F-TRIJ 4.20Us e I e Industries,Inc. I ue Juage -2-&0 2 o-0 660 43-f &Si 3.9.12 e•}0 S•60 17-1.0 a-612 17-112 Scala 1 a2.1 �z8= Ix!_ 4 8 - f 7 wa fV 3.5 G 5x6 d 6 � 8.00 r 3 W2 7V5 9 8 10 5x5= !x{_ 4x9= n 2 0 11 6.0052 3.5 4 1 2-60 17-112 60-0 418 8-10 1110 17-112 419 111.8 5-60 4-612 2-o-0 Plate Offsets LOADING '(psf) SPACING 2-0-0 CSI DEFL In (IOC) I/den PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.19 9-10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) 0.29 1-2 >116 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.15 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:96 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-1-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=794/0-3-8,11=617/0-3-8 Max Horz2=555(load case 3) Max Uplift2=-772(load case 4),11=-427(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=78,2-3=-2380,3-4=-934,4-5=-558,5-6=-720,7-11=-617,6-7=-571 BOT CHORD 2-10=2082,9-10=1729,8-9=771,7-8=103 WEBS 3-10=940,3-9=-1005,4-9=381,4-8=-265,5-8=127,6-8=461 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 772 Ib uplift at joint 2 and 427 Ib uplift at Joint 11. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAA tIF C 880 STATE OF Q �ZORIOP' Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation E G\ Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 SHREDN This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural tans during stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 04.241.520 a � 4 00 Job russ cuss ype y y 0000831 T16 ROOF TRUSS 4 1 o tions sFeb1 e nus ries, nc. ueJulage I Rut I KU TC—,7ACKSZNVTl1-E-FE. 32226 4.200-2.8.0 20-0 0-0.0 43-a 4St 6•y12 10-9.0 6}12 17-0-12 21.6.0 2a•2-0 �u 9.0 2a•2-02-04 Scala•1.31.2 {x8= 4 900,12 34 i sxs s s J N 1 yy n 10 9 8 {x8= Sa3= 5x3= 6 � 2 Io b 6.00;12 Jxe i 3v8 7 1 T2-d-0 21.6-0 0-0-0 �-}8 70-?0 17.2-9 21-fi-0 2.8 0 2-e-0 Plat e Ottsets LOADING (pst) SPACING 2-0-0 CSI DEFL in (IOC) I/dee PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.33 10 >773 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert( ) -0.48 8-9 >534 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.52 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/dee=240 Weight:110 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-9,5-9 REACTIONS (Ib/size) 2=937/0-3-8,6=937/0-3-8 Max Horz2=-46700 ad case 2) Max Uplift2=-864(load case 4),6=-864(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=39,2-3=-3573,3-4=-959,4-5=-959,5-6=-3573,6-7=39 BOT CHORD 2-10=3249,9-10=2681,8-9=2681,6-8=3249 WEBS 3-10=1574,3-9=-1907,4-9=723,5-9=-1907,5-8=1574 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind.'If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 864 Ib uplift at joint 2 and 864 Ib uplift at joint 6. 5)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard CAA /0 48 "s A*OF �Z ORI'D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ED ENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural lans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.5200 8 o russ cuss ype y y 0000831 T17 ROOF TRUSS 3 1 o tions —TRUE-TRUSS 11 4C.,JACKS 0NVILLE FL. 32226 4.200 s f-eb 14 2000 MtIeKn u ries,Inc. Tue Jul Zb U929:11 ZUUU Pa—ge •}cit 0.0.0 46-0 7-18 }6.11 450 3-3-8 Sulo•t:2].] 4.1= 3 T2 1 W1 6.00 F12 6 2 Ti I TB1 U aL 'b4 II 4.4 Aa= 3.8 11 0.675 3-5-12 1-41 6-11 it r � 0.0.0 all-2 1+s 46-0 7-48 0.11.2 0.5-2 3-1.12 3-3-8 }6-11 Plate Offsets LOADING (PSI) SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.02 5-6 >999 1020 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.01 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/defl=240 Weight:37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0A oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 6 SYP DSS 1-6-4 REACTIONS (Ib/size) 1=99/Mechanical,5=257/0-3-8,2=419/0-3-8.7=59/0-3-8 Max Horz 2=171(load case 3) Max Upliftl=-79(load case 4),5=-402(load case 4),2=-419(load case 4),7=-108(load case 3) Max Grav7=63(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=71,2-3=-295,34=-223,4-5=-294 BOT CHORD 2-7=200,6-7=200,5-6=200 WEBS 3-6=69 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 Ib uplift at joint 1,402 Ib uplift at joint 5, 419 Ib uplift at joint 2 and 108 Ib uplift at joint 7. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �� • CAA STATE 0 Q �C Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation 's�C ORI Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 p ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structuralans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 4.241.5200 a �. 4 0 0 J10 b Qty y 0000831 T18 ROOF TRUSS 1 1 o tional . s e t o nus nes,Inc. Tue Jul 25 09:29:12 20uu Page 7-0-0 18-+1 a•o-a 7-o-a Scala•1:22.0 • Sd= 7 7 42X4 II T2 Li W, 6.00 F12 = T, ;T a, bas II e aa= Ola= a 1114 7-0-0 I � o-ao &0-03-" 7.0-0 a ao 16•it i i Plate se s LOADING (k SPACING 2-0-0 CSI DEFL In (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.01 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Well=240 Weight:38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* W3 2 X 4 SYP No.2D REACTIONS (Ib/size) 1=103/Mechanical,5=393/0-3-8,2=511/0-3-8 Max Horz 2=271(load case 3) Max Uplift/=-85(load case 3),5=-327(load case 3),2=-338(load case 3) FORCES (lb)-First Load Case Onlyy TOP CHORD 1-2=70,2-3=-446,3-7=-0,4-7=0,4-5=-114 BOT CHORD 2-6=337,6-8=325,5-8=325 WEBS 3-6=169.3-5=-402 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI [fend verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 1,327 Ib uplift at joint 5 and 338 lb uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Special hanger(s)or connection(s)required to support concentrated load(s)84.31b down and 167.71b up at 4-0-0,and 49.41b down and 97.Olb up at 6-1-13 on top chord,and 81.91b down at 4-0-0,and 26.31b down at 6-1-13 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-2=-74.0,2-3=-54.0,3-4=-54.0,2-5=-20.0 Concentrated Loads(Ib) Vert:3=-84.3 6=-81.9 7=49.4 8=-26.3 �►v CAA � P'(IF 8 3 .... STATE OF ORIV Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation tS'ri�ED ENG\ Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 C/� This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural tans during' stallation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free co 4.241.5200 'k4 00 i PLAN N0. 2037 v= FTm C BUILDER.- o<�s WATSON HOME BUILDERS 325 SAWMILL LANE PONTE VEDRA BCH. FL. 32082 (904) 273-5823 JOB INFORMATION: w Q PROJECT: PLAN NO.:2037 EZo W 3a0 0 541 SHERRY DR. O ATLANTIC BEACH, FLORIDA nz` a Z Pi Q Ems..Y cy rn Z O E— 8 ENGINEERING: BRACKETT & ASSOCIATES, INC. CIVIL/STRUCTURAL ENGINEERS JACKSONVILLE, FLORIDA 32250 INDEX OF SHEETS: E- 4 wo COVER SHEET__ __ 1 w CALCULATION SHEET__________________________ 1 BEARING, SHEAR WALL, & FOUNDATION PLAN-----S-1 FRAMING DETAILS____________________________S-2 W U DESIGN CRITERIA & CONNECTOR SCHEDULE_______ S-3 > d UPLIFT SCHEDULE --------------------------- S-3 U � z w ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR E w OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF Q BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT Plan Revisions New Plan Date 08/01/2000 BY: CTB SHEET N0. PLAN NO. 2037 W LS, AND NOTES ON THIS DRAWING IS A z CAN NOT BE USED, TRANSFERED, OR _F s M )UCSD WITHOUT THE WRITTEN APPROVAL OF Zwu iSOCIATES, INC. OR CHARLES T. BRACKETTm z� o«s Urn<[s SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS RING BY OTHERS & PROVIDED WITH THESE DRAWINGS. FOR ALL OIMENSIONS. VERIFY ALL DIMENSIONS AND TO NOTIFY HOLD DOWN CONNECTORS NY DISCREPANCY AS SOON AS POSSIBLE. STUD TO BOTTOM PLATE WING TYP. SECTION AND DETAILS 55 TO TOP PLATE UPUFT CONNECTORS, k DESIGN SPECIFICATIONS NO. CONNECTORS jr2SYP SPF HD-1 (1) L83 W/(4)-5/16 x 3- LAG SCREWS 1,728 1.382 1/2"e A.B. AND 2 X 2 X 1/8' Washer SHEAR WALLS (1) LB2A.B. 2 ) 5X16 %3 -AG SCREWS 2144 1,669 HD-2 er (1) LB2 w/(4)-5/16 X 3" LAG SCREWS W HD-3 AND (1) HA4 OR (1) LB4 Wn-LAGS 2.800 2.240 /2"0 AB. & 2 x 2 x 1/8 Washer (1) L85 W/(4)-1/2 X 3- LAG SCREWS 3.216 2.573 HD-4 1/2'0 A.B. R2x2x1/8' Washer 02 S 6- 2' SVS 1 LBS W/(4)-1/2 X 3 LAG SCREWS 3876 3100 HD-5 (1) HA4 1 ANO"e A X X 114" Washer �r - ------� (1) SGP3 w/24-16d's z c HD-6 1/2-0 A 4,705 3 B. & 3 x 3 x 1/4' Washer 764 VW 3 p I A (11 3 w/24-16d's 1 UDS V HD-7 1 2.0 ABA h 3 X 3 X 1/4- Washer 5.365 4.293 O =_ I N ` HD-7 CO 1 N 5,365 ____ h N --------_r HD-8 ./ (3) /2 SYP stud: Only .04 o I c OPTIONAL HOLD DOWN: coS Im i? I HD-1 TO HD-4 cy I USE ONE 1/2'0 A36 STEEL ALL THREADED ROD0 w I W/ 2X 2 X 1/8' WASHER 8 NUT AT TOP PLATE = o W/ 3' EMBEDMENT INTO SLAB TO REPLACE QT'S R X12'FTG. I 5's E.W. I HD-4 TO HD-7 E'er USE ONE 1/2'0 A36 STEEL ALL THREADED ROD -1 W/ 3 X 3 X 1/8' WASHER a NUT AT TOP PLATE j 1 W/ 3' EMBEDMENT INTO SLAB TO REPLACE QT'S I� _----__ I -L ©I I I -; SHEAR WALL DESIGN: I IAg A Front: USE 7/16' OSB W/8d's O 4" O.C. ON EDGES & 12" O.C. ON INTERMEDIATE AND WITHIN 12' I j USE HD-3 O EACH END OF SWS. '^ Rear: USE 7/16" OSB W/8d'5 O 3" O.C. ON EDGES & iu 12" O.C. ON INTERMEDIATE AND WITHIN 12" USE HD-6 O EACH END OF SWS. j © Left: USE 7/16" OSB W/8d's O 6" O.C. ON EDGES & 36X12'FTG. I 12" O.C. ON INTERMEDIATE AND WITHIN 12" (� USE HD-1 O EACH END OF SWS. . 7 #5's E.W. Right: USE 7/16" OSB W/Bd's O 6" O.C. ON EDGES & Q � U \.L _ 12" O.C. ON INTERMEDIATE ^ Q M3 u _ I I I USE HD- 1 O EACH END OF SWS. fs7 AA cj NOTE: a ' ALL WALLS TO BE BUILT 2X6 '^ U ' m IN TWO - STORY SECTI❑NS a I v Z O s D E- x U N U) w 1 I W Z 1 a l Q Z I i O Q Plan Revisions CONVENTIONAL FRAMING (UNO) USE /2 SYP ROOF: RAFTERS: USE 2 X 4 O 24' O.C. JOIST: USE 2 x 4 O 24' O.C. New Plan Date WEB MEMBERS: USE 2 X 4 O 1/4 PTS FLOOR: FLOOR JOIST: USE 2 x 8 O 24' O.C. 08/01/2000 FOR SPANS 8' OR LESS /) BY: CTB /✓ SHEET NO. /1'+'�Ze� IL- 6 S-1 PLAN N0. 2037 Fa: o= E-M tx Z WU S 0zQ o-«9 HURRICANE CLIP @ EA. TRUSS LOCATION 6 OT SPACING TRUSS TIE TO FTG. CONNECTION (UNO) USE (1) HCPLL/LR V/ 8 -8d's FOR <-510N USE: (2) HCPLL/LR V/ 8 -ed's FOR <-1020# -El USE (2) HCPLL/LR V/ 8 -8d's • (1) RTPGA812 UE ELEIATw � V/ 4 -16d's FOR <-16251 USE (1) OGT W/ 18 -0.148 CASE HARD NAILS FOR UPLIFT <-2600# W DBL. 2X4 #2-PINE TOP PLATE Q (1) TPP4 2 32' O.C. OR (1)RTPGA816 2 32' O.C. SHEAR WALL DESIGN: ' z C N Front: USE 7/16' OSB W/8d's O 3' O.C. ON EDGES do W 3 z c 12' O.C. ON INTERMEDIATE AND WITHIN 12' USE HD-3 O EACH END OF SWS. _ Rear: SEE FIRST FLOOR CALCULATIONS Q U_ 3/4' TLG PLYVOOD SUBFLOOR h cl N do Lett: USE 7/16' OS8 W/Bd's O 4' O.C. ON EDGES NAIL V/ 8d's 6 W11C. ON EDGES 12' O.C. ON INTERMEDIATE AND WITHIN 12' AND 12' 6L ON INTERMEDIATE FRAMING h USE HO-3 O EACH END OF SWS. Right: USE 7/16' OS8 W/8d's O 4' O.C. ON EDGES do STUD 1st-STUD 2nd (I)RS150 f- > I- 12' 12' O.C. ON INTERMEDIATE w/11-10d's O 32' O.C. Q F USE HO- 3 O EACH END OF SWS. OR (1) RTPGA836 W/13-t6d's z o «"T. SEN E� g.. FRAMING TYP. 2-STORY WALL SECTION 2 BEAMS 'CC' ❑A A❑ D W Q �D W Q U U � Z c � U Q z Z 0 U N Plan Revisions � m '.0' WIDE 2 a' sws 2- o• s 5 BARS t$ 2' a' Svs FA]2'- a' S/S N H c 24'X18' FRAMED CO-. New Plan Date USE CONN. #19 08/01/2000 m 72'X18'FRAMED COL. 8Y: CTB USE CONN. #19 SHEET N0. PLAN NO. 2037 ABLE 7/16' APA RATED SHEATHING +' D.c. W/ 8d NAILS AT 6' D.C. ON EDGES o= NG W/3-16d' NAILS AND 12' D.C. ON INTERMEDIATE FRAMING ING OF NG a MID ON PRE-ENGINEERED ROOF TRUSSES V z am< POINTS AT 24' O.C. o W F 0 ENDS HURRICANE CLIP 2 EA. TRUSS LOCATION v z� TRUSS TIE TO TOP PLATE (SEE SCH.) o«9 GM FRAMING U D.C. USE (llHCPLL/LR-W/8-8d's FOR UPLIFT C-510# M CHORD TO BALLOON USE (2)HCPLL/LR-W/8-8d's FOR UPLIFT <-1020# _ rin. 2 EACH STUD L TO USE (2)HCPLL/LR-W/B-Bd's * (I) RTPGA812 S 6' O.C. W/4-16d's FOR UPLIFT <-1625# 9 12d's a EA. END USE (1) OCT W/18 -0.148 CASE HARD NAILS FOR UPLIFT <-2600# DBL. 2X4 a2-PINE TOP PLATE OPTIONAL #1 LB2, OR LB3 2 6' O.C. UNO OPTIONAL #2 USE ONE 1/2'0 A36 STEEL ALL THREADED ROD W/ 2 X 2 X 1/8' WASHER L NUT AT TOP PLATE W W/ 3' EMBEDMENT INTO SLAB AT 6' O.C. (UND). Q TAMING N NAIL 7/16' APA SHEATHING W/ 8Ds AT 6' O.C. ON + EDGES AND 12' O.C. AT INTERMEDIATE FRAMING (UNO). SEG. GABLE (UNO) UNLESS NOTED OTHERWISE 1 r SES 22+' QC. (.1pN BRACING V/3-16d' NAILS r_, _-" t CONNECTIONS W - 0 X-BRACING OF (2X4) E MID OPTIONAL: #1 ALL PLANS, DETAILS, AND NOTES ON THIS DRAWING IS cb ID 1/+ POINTSLB2OR LB3 2 6' OCUNO PROPRIETARY AND CAN NOT BE USED, TRANSFERED. OR , . . % GABLE ENDS. OTHERWISE REPRODUCED IIIITMOUT THE APPROVAL OF BRAO(ETT AND ASSOCIATES. INC. OR CHARLES T. BRAOCETT O = IIAPHRAGM FRAMING 2 X 4 P.T. BOTTOM PLATE V) N .C. FOR FIRST 8' 1/2' DIA. X 8' ANCHOR DR ALLTHREAD W/EPDXY a-c p NAILER W/ 2 X 2 X 1/8' WASHERS 2 72' O.C. (UNZ Glu tinI' D.C. TO TOP PLATE P PLATE N C STUB WALL O Z 0 P AND BTK PLATES pp m D CANTILEVER BOTTOM PLATE OVER EDGE —�} G. ,,R OF SLAB 1/2' AND EXTEND SIDING I' Z Z —'tl- BELOW BOTTOM OF PLATE m-- GRADE TO BE 8' MIN. FROM BOTTOM = f OF SIDINGae3-M4 OR 2-R5-DIA. RE-BAR CONT. L 141 12' 1 ONE STORY 141 16' 1 TWO STORY TYP. WALL SECTION STEP FTG. FOR OPT. BRICK �A� i RAMING ROOF NAIL TOP CHORD OF TRUSS TRUSS TO 2 X 4 W/2-8d's EA. END 2 X 4 VERT. O 24' O.C. NAILED ROOF W/4-10d's INTO BLOCKING O EA. END 2 2 X 4 BLOCKING BETWEEN VERT. STUDS TRUSS O ~ NAIL W/2-10d's O EA. ENO NAIL BOTTOM CHORQ OF TRUSS 2 X 4 O 24' O.C. NAILED W W TO 2 X 4 W/2-10d s EA. END W/4-86's TO TOP PLATE Q HEADER OVER MITERED GLASS NAIL BOTTOM CHORD OF TRUSS SUSPENDED HEADER OVER TO 2 X 4 W/2—ad's EA. END ¢ Z STUDS NG TM NON—BEARING WALLS INTERIOR SHEAR WALL U NITS � a ROOF E— 4—, NAIL TOP CHORD QF TRUSS TO 2 X 4 W/2-8ds EA- END INTERI❑R SHEAR WALL FRAMING Plan Revisions 2 X 4 VERT. O 24' O.C. NAILED WALL PARALLEL TO TRUSSES PRE-DESIGN W/4-10d's INTO BLOCKING O EA. END - NTS TRUSS 2 x 4 BLOCKING BETWEEN VERT. STUDS NAIL w/2-10d's O EA. ENO NAIL BOTTOM CHORQ OF TRUSS CTORS T02 X 4 w/2-IOds EA. ENO New Plan Date HEADER OVER MITERED CLASS 08/01/2000 EATER SUSPENDED HEADER OVER BY: CTB Q _ UNO N❑N—BEARING WALLS Nz��' NTS C SHEET NO. S-2 1 PLAN NO. j 2037 LBI-W/(2) 1/2'0 X 3' LAG SCREWS rz OR 4= LB2-W/(4) 3/8'0 X 3' LAG SCREWS Fad OR =amu LB3-W/(4) 5/16'0 X 3' LAG SCREWS m�� o:W -9 (2) 2 X _ STUDS ° DBL STUDS @ ENDS 2 X 2 X 1/8' WASHER o W/ OPT. 2-0' LONG MIN. SCAB W/ 6- 12d's MIN. DBL STUDS @ ENDS 8' X 2' X 1/8' L-SHAPE A36 STEEL W/ OPT. 2-0' LONG MIN. 1120 HEX NUT AND SCAB W/ 6- 12d's MIN, 2 X 2 X 1/8' WASHER (2) 2 X _ STUDS 1/2' 0 X 4-1/4' COMPRESSION ANCHOR �NN OR 1/2' 0 X 5' ALL THREAD W/EPDXY �+ W/ 2-112' EMBEDMENT MIN. w Q 1132, OR L133 L131, 1,132, OR L133 L131, L132, OR L133 0 WALL ELEV. STUD WALL SECTION STUD WALL ELEV. W Sao DETAILS BOTTOM OF WALL CONNECTION DETAILS 0 x cy N N k b 18 - .148 CASE HARD NAILS (2765 LBS. UPLIFT) M 00 2' 18 - .162 NAILS o GIRDER TRUSS � C 519 S. UPLIFT) (1500 LBS. +) E-� R 7/16'0 HOLE C) 3/80 HOLE QGT 14GA. N .GALV. METAL TIE a o a ^ , o 3'x3"x1/4" RASHER 0 0 m u O /8'0 HOLE W 5/8'0 HOLE 11/16' ROUND HOLE 1/2' STEELLn ROD N DRILLED IN TOP PLATE INSTALLATION — "QGT" QUICK GIRDER TIE W L133 INSTALLATION INSTRUCTIONS. ¢ a USE ONE 112'0 A36 STEEL THREADED ROD OR UPLIFT CONNECTORS fZ Q ONE LB3 STEEL ANGLE BRACKET ON EACH W FOR CONCENTRATED SIDE OF ALL LOAD BEARING EXTERIOR CORNERS AND E" U TD2 TRUSS TO PLATE USE (1) RTPGA820 -1540# ON EACH SIDE OF ALL OPENINGS. ADDITIONALLY, USE 4' V) GTI USE (1)QGT W/l/2'0 ALLTHREAD -2150# AT 6' O.C. IN BETWEEN AND ALONG INTERIOR BEARING U fl� WALLS HAVING UPLIFT LOADS. GT2 USE (1)QGT W/1/2'0 ALLTHREAD -3055# 0 0 W/(1)RTPGA812T MIN. @ TOP & USE ONE 1/2'0 A36 STEEL THREADED ROD @ 6'O.0 & , W/(I)LB3 @ BOTTOM. EPDXY INTO SLAB WITH 3' MIN. EMBEDMENT INTO SLAB C/) W AND THRU THE TOP PLATE SECURE WITH 1/2' HEX NUT W Z GT3 USE (I)QGT W/1/2'0 ALLTHREAD -4100# W/ 2 X 2 X 1/8' WASHER FOR UPLIFT <-2400# Q W/(I)RTPGA828T MIN. @ TOP & 0 W/(1)1-B2 @ BOTTOM. AND W/ 3 X 3 X 1/4' WASHER FOR UPLIFT <-4800# U ADDITIONAL STRAPPING ON THE HEADERS IS ONLY NEEDED ALL PLANS, DETAILS. AND NOTES ON THIS DRAWING IS WHEN THE TOTAL UPLIFT EXCEED 2000#'s AS INDICATED PROPRIETARY AND CAN NOT BE USED, TRANSFERED. OR Plan Revisions OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF ON SHEET S-2 OF FRAMING DETAILS. BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT ALL THE CONCENTRATED LOADS WILL USE A COMBINATION OF THE RODE ALONG WITH QGT'S AND ADDITIONAL STRAPS MAX CAPACITY AS REQUIRED. LBI-W/(2) 1/2'0 X 3' LAG SCREWS 1658# LB2-W/(4) 3/8'0 X 3' LAG SCREWS 2212# THE TRUSS TO TOP PLATE CONNECTION WILL USE STANDARD New Plan Dale LB3-W/(4) 5/16'0 X 3' LAG SCREWS 1780# HURRICANE CLIPS AS SPECIFIED ON THE TYPI('AL SECTION 08/01/2000 LB4-W/(6) 3/8'0 X 3' LAG SCREWS 3318# ON SHEET S-2. BY: CTB LB5-W/(6) 5/16'0 X 3' LAG SCREWS 2670# �� /� SHEET N0. i I DESIGN CRITERIA: ROOF DIAPHRAGM Standard Building Code - Current Edition FRONT: 4581/35'- 0"= 130.3 plf Wind Load =110 NPH Basic Wind Pressure = 27.64 PSF REAR: 4581/35'- 0"= 130.3 pif Roof Pitch: 6/12 < 30' LEFT: 3288/52'- 0"= 62.85 pif RICHT: 3288/52'- 0 62.85 plf All beams, girders, trusses, roof reactions Use: 7/16" APA Rated Sheathing w/ 8d's Screw Shank nails • and uplift loads are provided by the 6" o.c. on edges do 12" o.c. on intermediate framing. truss manufacturer. (UNO) ANCHOR BOLTS Mean Roof Height = 19.49 +5.34 /2 = 22.16 FRONT: 17'- 8"/4581(.2x4.200)x12 = 39.03" o.c. REAR: 20'- 8"/4581(.2x4,200)x12 = 45.66" o.c. Edge Strip Coefficient "Z" LEFT: 31'-II"/3268(.2x4.2OO)xI2 = 98.44" o.c. Smaller of: IOX of 52'- 0" = 5.20 RIGHT: 51'- 8/3268(.2x4.200)xl2 = 159.3" o.c. or 40% of 10.00 - 4.00 Therefore End Zone "X" = 22 2(4.00) 8.00 Use: 1/2' DIA. 8" Long ANCHOR BOLTS, on exterior walls WIND SIDE TO SIDE w/ 2" x 2' x 1/8' washers. For interior bearing walls Front Wind Wall= 26.00 1/2" x 8' Red Heads are optional. ((8.00)(1.65)(27.64)+(1.10)(27.64)(18.00))10.00/2 =4581 OPTIONAL: FRAMER TO PLACE CUT NAILS OR 0.14 X 3" SNS = 17'- 8" SHOT PINS AT 24" O.C. AROUND PERIMETER FOR LATERAL LOADS. Shear = 4581 // 17'- 8" = 258.2 pit SECOND FLOOR CALCULATIONS Hold Down = 258.2 x 10.00 = 2582 / uplift WIND SIDE TO SIDE Use 5 Connectors. Use: 7/16" APA Rated Sheathing w/8d's • 4' o.c. Front Wind Wall= 17.50 on edges and 12" o.c. an intermediate framing. ((6.4o)(I.65)(27.64)+(1.10)(27.84)(I1.to))6.o0/z -241 Rear Wind Wall= 26.00 SWS = 8'- 0" ((8.00)(1.65)(27.64)+(1.10)(27.64)(18.00))19.49/2 =8889 Shear = 2517 // 8'- 0" = 314.7 plf SWS = 20'- 8" Hold Down = 314.7 x 8.00 = 2517 / uplift Use 3 Connectors. Shear = 8889 // 20'- 8" = 430.2 plf Use: 7/16' APA Rated Sheathing w/8d's • 3' o.c. Hold Down = 430.2 x 10.00 = 4302 / uplift on edges and 12" o.c. on intermediate framing. Use 6 Connectors. Use: 7/18" APA Rated Sheathing w/8d's • 3" o.c. Rear Wind Wall= 17.50 on edges and 12" o.c. on intermediate framing. SEE FIRST FLOOR CALCULATIONS Left Wind Wall= 17.50 Left Wind Wall= 16.25 ((8.00)(1.65)(27.64)+(1.10)(27.64)(9.50))10.00/2 -3268 ((8.40)(1.65)(27.64)+(1.10)(27.64)(9.85))8.00/2 -2965 SWS = 23'-II" SWS = 8'- 0" Shear = 3268 // 23'-I1" = 136.6 pif Shear = 2385 // 8'- 0" = 295.7 plf Hold Down = 138.8 x 10.00 = 1368 j uplift Hold Down - 295.7 x 8.00 - 2365 / uplift Use 2 Connectors. Use 3 Connectors. Use: 7/16" APA Rated Sheathing w/8d's • 6" o.c. Use: 7/16" APA Rated Sheathing w/8d's 0 4" o.c. on edges and 12" o.c. on intermediate framing. on edges and 12" o.c. on intermediate framing. Right Wind Wall= 17.50 Right Wind Wall= 16.25 ((8.00)(1.85)(27.64)1(1.10)(27.64)(9.50))10.00/2 =3268 ((6.40)(1.65)(27.64).+(1.10)(27.64)(9.85))8.00/2 -2345 SMS = 43'- 8" SNS = 8'- 0" Shear = 3268 // 43'- 8" = 74.88 plf Shear = 2365 // 8'- 0' = 295.7 plf Hold Down = 74.88 x 10.00 = 748.8 / uplift Hold Down = 295.7 x 8.00 - 2365 / uplift Use 1 Connectors. Use 3 Connectors. Use: 7/16" APA Rated Sheathing w/8d's • 6" o.c. Use: 7/16" APA Rated Sheathing w/8d's • 4" o.c. on edges and 12" o.c. on intermediate framing. on edges and 12" o.c. on intermediate framing. DENOTES A SHEAR WALL SEGMENT XX'SWS ALL PLANS, DE TA i. i_------------- DENOTES WINDOW AND DOOR OPENINGS m- - _ - - _ PROPRIETARY ANC 1LIIf=III-III-Ii�ll DENOTES A CONNECTOR SCHEDULE LOCATION NO. OTHERWISE REPRO m Z_II NE DENOTES A FRAME OPENING CONNECTOR SCHEDULE LA BRACKETT AND A' 3-#4 OR 2-#5-DIA. RE-BAR CONT. DENOTES CONVENTIONAL FRAMING i__ 4 ] ONE STORY CONVENTIONAL FRAMING 4 16' V STORY RAFTERS: USE 2 X 6 THESE STRUCTURAL JOIST: USE 2 X 4 AND TRUSS ENGINEI STEP FTG. FOR OPT. BRICK WEB MEMBERS: USE 2 X 4 o 1/4 PTS SEE DESIGN PLANS OPTIONAL MONOLITHIC FOOTING rA\\ CONTRACTOR IS TO THE ENGINEER OF . SCALE-N.T.S. SEE 'S-2' FOR FR. SEE 'S-2' FOR TRI 3-114 OR 2-1015-DIA. RE-BAR CONT. r --------------- -------- USE WHOLE WALL 11-1I1 III _ _ II IIL=1I1 1 -II III—III= -III=III III__ 11 III -III II—III ' 8" 1'-4' e" ONE STORY B. 1'-8' 1 8" TWO T Y 6 INTERIOR BEARING FOOTING B ID•- 6• sys ¢ p A❑ 4'- V sys SCALE KT; III—III—III—. r-------------------------- —III—III—II ------------- 111=1 I 1—III 11=. I III—III—III—I I 'f I A I I IE I I I I I I IIII I I 1-1111 1 I I III-III-III-1 " I ^ I 8 4'4" 4" 1 T-3 ---------------------------------- CURB DETAIL SCALE:NT.L I 48X48X16'FTG. W/5 #5's E.W. III-11 I—III—i I� � I 48X48X14'FTG. 36X3' II III II 111=111=III=1 I�W/5 #5's E.V. W/3 6" 4• � j I U I I M1 PATIO/PORCH FOOTING DETAIL �D� +}-- ------------ - -j----------- ' SCALE-NT.S. 1^I I L 1 J © I I 1 (9) 2XB's g I AA L-_j #2 SYP. COL. i ap i �-------------- 4' THK. 250OPSI CONC. SLAB I II-il II I 1 W/ FIBERMESH CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, -_ Lo -3-#4 OR 2-#5-DIA. RE-BAR CONT. © 1 TERMITE TREATED FILL. 4 1 36X STEP FTG. FOR OPT. BRICK © ✓/- MONOLITHIC CURB FOOTING 6 SCALE-KTX --- ---___ ------------------- I----- ---------- - -------_- --- ---- --ii=83 1'{1 1 - - - • U I I I N 1 I I=1 I I_I I EI I EI 1 EI I I m -III=III= �_ T------ - ------� I I o a 3-#4 OR 2-1:1 -------- 5-DIA. RE-BAR CONT. I I B`a U I I Q I U I I I -- 24' MONOLITHIC COLUMN FOOTING SCALE KTX H � I I H I QI 1 c m I AA I I A Z X Y --------------- a I �' _ Q 2 Y m= I 111=III=I I =III=III=III=III=1 I I a 11 8' CO NC. BLOCK TYP. 1 I N 1 1 a —III= Z-BAR M4 • 48- O.C. W/12- I I c I I — BEND ® TOP at HOTTOl1. I LINE OF SECOND FLOOR -� I ... II —111—III-111111 � I ______________________ III—III-11 111 CONC. FTG. ONE STORY W/ .D I A A 1'-a• 2-#5 OR 3-#4 DIA. RE-BAR CONT. tL------------- ----------J CONC. FTG. TWO STORY V/ / OPT. BRIO 3-#5 DIA. RE-BAR NT. _ D- sys 3'- 0' sys TYPICAL STEMWALL FOOTING 6 7/16' APA RATED SHEATHING W/ 8d NAILS AT 6' O.C. ON EDGES AND 12' D.C. ON INTERMEDIATE FRAMING ON PRE-ENGINEERED ROOF TRUSSES AT 24' D.C. vias: xc acvenoa� FOR UPLIFT <-2600# UE xc aw•noa� HURRICANE CLIP @ EA TRUSS LOCATION L DT SPACING TRUSS TIE TO FTG. CONNECTION (UNO) USE: (1) HCPLL/LR W/ 8 -8d's FOR<-510* USE! (2) HCPLL/LR W/ 8 -8d's FOR <-1020 yyyyyyyyyy= HURRICANE CLIP @ EA TRUSS LOCATION 6 OT SPACING USE: <2) HCPLL/LR W/ 8 -8d's + (1) RTPGA812 TRUSS TIE TO FTG. CONNECTION (UNO) W/ 4 -16d's FOR <-1625r USE (1) HCPLL/LR W/ 8 -8d's FOR <-5100 USE: (2) HCPLL/LR W/ 8 -8d's FOR ( -1020* USE: (1) OIGT W/ 18 -0.148 CASE HARD NAILS USE: (2) HCPLL/LR W/ 8 -8d's ♦ (1) RTPGA812 DBL. 2X4 Y2-PINE TOP PLATE W/ 4 -16d's FOR <-1625# OPTION #1 USE: (1) OGT W/ 18 -0.148 CASE HARD NAILS LB3 @ 6' D.C. (UNO) FOR UPLIFT <-2600# &2X4P PLATE OPTION #1 LB3 @ 6' O.C. (UNO) 3/4' T&G PLYWOOD SU0FLOOt NAIL W/8Cs ! 6'0-C ON EDGES AND 12'OC ON INTERMEDIATE FRAMING 3/4• TtG PLYVDOO SUBFLOOR NAIL W/ SWs ! 6.O.G ON EIX AND 12. OL. ON INTERMEDIATE STUD 1st-STUD 2nd (1)R5150 W/11-l Od's O 32' O.C. OR (1) RTPGA836 W/13-16d's FLOOR TRUSS SYSTEM STUD 1st-STUD 2nd (1)25150 W/11-10d's O 32' O.C. OR (1) RTPGA836 W/13-16d's FLOOR TRUSS SYSTEM DBL TOP PLATE OPTIONAL #2 DBL TOP PLATE USE 1/2'0 ALL THREAD @ 6'O.C. (UNO) OPTIONAL #2 USE 1/2'0 ALL THREAD @ 6'O.C. (UNO) OPTION #1 LB3 @ 6' D.C. (UNO) OPTION #1 � 1/2' DIA. X 8' LONG ANCHOR BOLT LB3 @ 6O.C. (UNO) W/ 2 X 2 X 1/8' WASHERS @48 ' D.C. (U 0) (1) LB3 OR (1) 1/2' ALLTHREAD WILL 1/2' DIA. X 8' LONG ANCHOR BOLT COUNT AS ONE ANCHOR BOLT W/ 2 X 2 X 1/8' WASHERS @48 O.C. (U 0) (1) LB3 OR (1) 1/2' ALLTHREAD WILL CANTILEVER BOTTOM PLATE OVER EDGE COUNT AS ONE ANCHOR BOLT OF SLAB I/2' AND EXTEND SIDING 1' BELOW BOTTOM OF PLATE GRADE TO BE 8' MIN. FROM BOTTOM OF SIDING 10' THICK BY 20' WIDE --------- �. �2' --- FOOTING W/ (2) / 5 BARS SEE FOUNDATION PLAN OR (3) / 4 BARSTHICK BY FOR BLOCK AND FOOTING DETAILSFOOTING W/ (i Y 4 BARS @ 4B'oC. OR (3) / 4 BA W. BEND ! TOP AND BOTTOM TYP, 2-STORY WALL SECTI❑N TYP. 2-STORY WALL SECTION TnT�-, n ROOF NOTES: 1. TYPICAL ROOF CABLE OVERHANG TO BE 12' UNLESS OTHERWISE NOTED. 2. TYPICAL ROOF EAVE OVERHANC TO BE 1'4' UNLESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL FLASHING AS PER NATIONAL ROOFING AND SHEETMETAL ASSOCIATION STANDARDS AND/OR ACCEPTABLE INDUSTRY PRE-ENG GABLE END TRUSS \ \\ //// PRE-ENG. G,. STANDARDS. \ \ / TRUSSES 2 4. ALL ROOF TRUSSES. GIRDERS, BEAMS, HEADERS. ETC. TO BE SIZED BY 7/16' OSB SHEATING \/ / '%' NNCI TRUSS MANUFACTURER AND SIGNED AND SEALED BY A FLORIDA NAIL V/8D'S 2 1' D.C. UNO ..t� IN. .... a CONNEC REGISTERED ENGINEER. ON EDGES 6 12' D.C. / \ 3 X-BRA( 5, ROOF PLANS FOR REFERENCE ONLY. DESIGN AND DETAILS TO BE ON INTERIOR FRAMING / \ \ AND 1/4 PROMDEO BY TRUSS MANUFACTURER. OF GABL, 6. SEE TRUSS SHOP DRAWINGS FOR REQUIRED CEILING OIAPHRAM. HEADER SCHEDULE (UNO) 9LacKINGA@84E FDR FIRST 8' TYP. LENGTH HEADER TYPE CONNECTOR NO. NAIL TOP 6 BOTTO 2 X 4 2 16' O.C. STUD WALL STUD V/(2) 10d's A 0"- 4- (2) 2 X 6 W/1/2' PLYWD/OSB BETWEEN WITH 2 X 1 TOP 6 BTM. PLT. 2 X 4 CLICKING o —-—\ 2 X 1 BLOCKING V/G H 4'- 6' (2) 2 X 8 W/1/2' PLYVD/OSB BETWEEN SECTION ® CORNER C 6"- 8' (2) 2 X 10 W/1/2' PLYVD/OSB BETWEEN 16 INSURE CORNER IS NAILED 8'- 12' (2) 2 X 12 V/1/2' PLYVD/OSB BETVEEN 16 V/10d' MIN. a B' O.C. D 16' 1(2) 1 3/4' X 16' LVL 17 LB2 OR LB3 16" 1 OR SYS-42 BY TRUSS MFGR. 17 11 16-@GABLE (2) 2 X 12 W/1/2- PLY-WD/OSB 13ETWEENI 17 LB2 2 EA. CORNER a 6'O.C. MAX. — CONNECTOR SCHEDULE (UNLESSPL NOTED OTHERWISE) HEADERS PLAN AT CORNER Na I LocwnoN TYPE FASTENERS UPUFT GABLE END BALLOON FF TOP PLATE/HEADER (2)LS18 OR OPT. 7-100 1820 16 HEADER TO CRIPPLE/JACK SIMCO (2)RTPCA812 6-16d 1510 JACK TO SLAB (i)LB1, LB2, OR L83 SEE S-3_1728 Me. PRE-ENG GABLE END TRUSS—• \ \ / / PRE- (2)LS18 OR OPT, 7-100 1820 \ \ TRU! 17 HEADER TO CFbPPLE/JACK SIMCO (2)RTPGA812 6-16d 1510 7/16' OSB SHEATING �Y) / STUD TO SLAB FTP42 16-16D 3 4 NAIL W/BD'S 2 4' I.C. LINO -1p TRUSS TO BEAM HOPT2 6-80 660 ON EDGES 6 12' I.C. / 18 HEADER TO COLUMN PCPGA44 8-160 1275 ON INTERIOR FRAMING / / \ \ F COLUMN TO SLAB PAPGA44 12-8D 1265 STRAP GABLES < 22' 2 ENDS 6 MIDDLE C 19 TRS TOTOP PLATETTO STUD OP PLATE (9 COB()FrTM812 6OR -16d 1510 20 V/RTPGA812- v/6 16d's (BINGO) STUD TO BOTTOM PLATE 1 1 - 2 X 4 NAIL BOTTOM CHORD OF GABLE 2 48' E END TRUSS TO 2 X 4 BLOCKING/NAILER2 X 4 BLOCKING/ WITH V/12d's 2 6' D.C. INTO NAILER NAIL V/12d's E MINIMUM WALL AND HEADER 2 X 4 n16' 0.. STUD REQUIREMENTS WITH4e 2X' T�. UNSUPPORTED STUD MAXIMUM HEADER SPAN (1t.) SECTION @ CORN. WALL HEIGHT SPACING 3' S' 9' 1 12' 15' 1 18' INSURE CORNER IS NAILED V/10d' HIM. 2 8' D.C. NUMBER OF HEADER STUDS LB2 OR LB3 SUPPORTING END OF HEADER t1 1 2 1 2 1 2 2 LB2 2 EA. CORNER is 6'O.C. MAX. — NUMBER OF FULL-LENGTH STUDS (UNLESS NOTED OTH RVISE) AT EACH END OF HEADER PLAN A` CORNER 10. OR LESS ;6: 2 2 3 3 3 3 GABLE END PLATFORM 24' 1 2 2 2 2 2 GREATER 12 2 2 3 4 5 5 THAN 10' 16' 2 2 3 3 4 4 24' TOP PLATE CONNECTORS SEE TYP. SECTION CONTINUOUS 2) 2 X 6 TOP PLATE TOP PLATE SEE TYP WALL CONNECTOR GARAGE DOOR HEADER NAIL 2X6'S TOGETHER TO HEADER/STUD USING 16D NAILS 2 (2) LS24V/9-10d's 16' O.0 STAGGERED OR OPT. SEMCO (2) RTPGA820 V/10-16d's COM. r (3) 2X6 FULL LENGTH HEADER TO JACK STUDS (2) 2'X6' UNDER GARAGE USE 7/18" OSB OR (2) LSIS W/6-10d's DOOR HEADER PLYWOOD SHEATHING ON OR OPT. SIMCO hr BOTH SIDES W/8ds (2) RTPGA812 W/6-16d's • 3' 0.C. HEADER STUDS ------------------------ 2 X 6 BUCK FOR GARAGE `�Nq DOOR OPENER ON INSIDE ONLY SEE TYP WALL CONNECTOR HEADER STUD TO SLAB 4' CONCRETE SLAB (1) 1_81. LB2, OR L83 BRACKET THICKENED AT EDGE P.T. 2'X6' PLATE FRAMING OPENING CON OPT. IF ALLTHREAD N u - N USE FTP42 OR EOUAL_EHHEDEIL_ FOR OPENINGS 6' OR GR INTO CONC. V/16-16d's GARAGE DOOR WALL DETAIL WHEN AND TOTAL UPLIFT OF 42( GARAGE PROTRUDES >6' FROM HOUSE TRUSS TO TOP PLATE SEE TYP. SECTION SCALE N.T.S n I � GENERAL NOTES MOOD ROOF TRUSSES. DESIGNED BY MANUFACTURER TO SUPPORT 1/2' 0 X 5' THRU BOLT LIVE, DEAD AND WIND LOADS. HURRICANE CONNECTORS ARE TO W/1/2m HEX NUT AND BE USED AT EACH END OF TRUSS AS SHOWN IN THE CONNECTOR 2 X 2 X EX WASHER SCHEDULE. IC CONNECTORS TYPED AND SIZED THAT ARE CONTROLLED BY ROOF LOADS ARE SIZED USING LOADS PROVIDED BY THE TRUSS 1/20 HEX NUT AND MANUFACTURER. 2 X 2 X 1/8' WASHER A. LOADS 1. ROOF LOADS: (2) 2 X - STUDS Live Loads Roof: 20 PSF o 8' X 2' X 1/8' L-SHAPE A36 STEEL Dead Load Roof : 15 PSF 2. MIND LOADS: o / Wind Load for 100 MPH Zone (2) 2 X _ STUDS Basic velocity pressure for 20.75 Mean Roof Height as per SBC table 1808.2A LBl-W/(2) 1/2'm x 3' LAG SCREWS 1997 Edition DR B. ALLOWABLE MATERIAL LOADS LB2-W/(4) 3/8"0 X 3' LAG SCREWS 1. Concrete (Design per current Edition ACI) OR / Footings Concrete f'c - 2,500 psi (UNO) LB3-W/(4) 5/16'm X 3' LAG SCREWS Slab Concrete f'c = 2,500 psi (UNO) 2. Structural Steel (Design per current Edition RISC) All Steel shall be ASTM A38 (UNO) 3. Timber (Design per current Edition NDS LB1, LB2, OR LB3 LB1, 4. Reinforcing Steel (Design and detail per ACI and CRSI) All reinforcing steel to be Grade 40 deformed (UNO) STUD WALL SECTION STUD II. GENERAL STRUCTURAL NOTES: A. FOUNDATIONS: 1. Footings shall bear on firm undisturbed soil at 1'-0" minimum below natural grade. 2. Footings for stem-wall construction shall be at least TOP OF WALL CONNECTION 10 inches thick and 16 inches wide with 2-/5 or 3-/4 reinforcing bars. 3. Reinforcing bars shall have a 90 Degree bend at all corners, with a 12" inch bend and a 25 inch lap. 4. Optional Monolithic Slab of 4" concrete with 8x8 10/I0WWM or fiberglass reinforced concrete must be no less than 20" inches thick at the perimeter, and 12 inches wide. The 2' m 2' slope of the compacted fill on natural soil shall be no 1' 1' greater than 45 Degrees with the bottom of the footing. n There shall be 2-/5 or 3-/4 reinforcing bars continuous within 3 inches of the bottom of the footing (See Details). � Around perimeter bend outside reinforcing 25" at corner. 5/8'0 HOLE iu B. ANCHOR BOLTS (OPTIONS) cu v 1. Compression Anchor shell be 1/2" diameter and spaced as shown a) a) „ on plans. UNO, and not more than 12" from corners, frame openings >8' and at the end of each shear wall segment (UNO). Q 2. All compression anchor shall have a 2 inches by 2 inches by 1/8 C' m 5/8'0 HOLE m m 5 inch thick washer UNO. m 4. In the Quick Bracket System 1/2" x Compression Anchors are L a L used with the system to meet spacing and load requirements Unless Otherwise Noted (UNO) for shear at bottom plate. C. SHEETING 1. ROOF SHEETING: LB1 LB2 Use 7/16" APA Rated Plywood Sheathing or OSB on Group 11 Species Framing, with 8d Nails a 8" O.C. on edges and 12" O.C. intermediate framing. Provide 2x4 Blocking at 4'-0" O.C. in the first two framing spaces from endwalls. 2. WALL SHEETING: For Shear Walla use APA RATED Sheating UNLESS NOTED OTHERWISE LB 2 SPACING (UNO), blocking all unsupported edges. See framing plan for lengths of shear walls and the following nailing patterns. Nail with 8d nails at 6' O.C. on edges and 12' O.C. on intermediate STUD IMAX CAPACITY framing UNLESS OTHERWISE NOTED. D. MOOD FRAMING SPACING SPACING PER TRUSS 1. All wood to be Group and Grade as specified or UNO on details. No damaged wood to be used. 6 8'-0' O.C. 0 - 536# 2. GROUP 11 k 111 wood species are to be used as specified 536 - 643# according to the National Design Specifications for Wood 5 6'-8' O.C. Construction". Group Il Species: Southern Yellow Pine For Malls Over 10' Pl. Ht. 4 5'-4' O.C. 643 - 805# Group 111 SPF For Walls Up TO 10' Pl. Ht. AND UNDER. 3 4'-0' D.C. 805 - 1072# 3. Double Top plates shall lap no less than 48' with nail spacing at 10" and staggered. 2 2'-8' O.C. 1072 - 1606# 4. Plywood or OSB wall nail with 8d nails unless otherwise noted. I 1'-4' O.C. 1606 - 2144# 5. Header and Stud Schedule to be used to determine the number of header studs and adjacent full length studs. (UNO). p 0'-0" O.C. 2144# 6. Max. 1" hole drilled into exterior structural studs. 7. Studs to be doubled at each end of shear wails. Use 1/2" 8" Long Anchor Bolts at each end of shear walls (UNO). 8. Two wood items strapped together with connector straps must lap straps equal on each item. 0