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1625 Richardson Ln (vault) JOBADDRESS167 .254,�J �d2�, TYTEWORK4�SZO /IIA DD PROPERTY TELEPHONE CONTRACT, TEL THONE ER DATE 5-J`�37 PMART:itA INSPECTIOMS. F00777VG SLAB TLE BE" LEWEL NALUNGISMTHING FRAARNGICOVER UP INSULA77ON FEVAL BUH.DEVG CEIMFIC4 TE OF r-7WC4L PERM7T# INSPEC77ONS ROUGH 112Z7_1"5�,f FEVAL od AffaMMCAL FERMM EVSPEC77ONS ROUGH F12VAL PLUAIBMGPERNM EVSPEC77ONS ROUGHIVNDER SLAB TOPOUT WATERISEWER FVVAL NOTES. SCALE: APPROVED BY: DRAWN BY -1)4.� c- DATE: REVISED TJE�66 Z 0 C,,q 7-/dN/ DRAWING NUMBER rzi- 09 1 D 0 /rx �y Ilk Zo-r A-1Zj&1C15 COV6 -RfR4,41-7- SCALE: APPROVED BY: RAWN BY DATE: REV ISED Z 0 e,19 7-/dA/ -51 7�E P4 A -7 AWING NUMBER Tertt trate of Mrrupanq Titu of Atlantic N=4 — Nloriba Department of Nitiffing 3nopectijan This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 18 14 1 Group w*f rame Type Construction s f a Fire District Atlantic Beach — Owner of Building Beaches Habitat Address Atlantic Beach, FL 32233 Bu di Address— 1625AWchardson LA ality Atlantic Beach, FL 32233 VBy: DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE CITY OF 4&a4c Be4cA-49"' Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received /'i P111" Job Afilress L4Awity OV 9 1 'nK C�C' � zi N a rr,e k Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing El Footing El Rough Wiring E, Rough D Air Cond. & El Re Roofing 11 Slab El Temp Pole El Top Out El Heating Insulation El Lintel El Final 0 Sewer 11 Fire Place El Pre Fab READY FOR INSPECTION A.M. P.M. Mon. Tues. GD Thurs. Friday Inspection a Inspe r Q Date �2 CITY OF Be - ,V,,C 4&aai4w 4cA gz)T) Office of Building Offl '91 f R P I REQUEST FO INS E I Date PermitNo.g Time Received D A A. S-- Job Address Lo lity Owner' Name BUILDIN CONCRETE ELECTRICAL PLUMBIN MECHANICAL El Footing - ough Wiring Ej Rough 0 Air Cond.& R Roofing E Slab 0 Temp Pole 0 Top Out 0 Heating Insulation 1-1 Lintel D Final 0 Sewer 0 Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Thurs. Friday �7 A.M. Inspection Made R Inspector Certificate of Occupancy El ate BULDLVG, PLANNING.AND ZONING INSPECT10iliDEP-LUVENT C'ITY OFA TL4.,VTIC BEACH, FL ORID.4 CER TIFIC A Tx-E* 0 F OCCUP ANC Y WO RX SHEET 7-a:z-- Recues:et: /- :2 j-,oO it- nc c-n-f=-:cf : oh-k.Vx ng -7,, u---e r : / kI.q t ;7� 'o 14- r e cl-:, r c BE,=---P-c:ISSUING --Eq77FCA TH OF OCCLIP.4NCY Tt�-,EFOLL.CMNG MUSTHE C10IMPLETE T -, c Works 0 cD oo Lp ZZ—Z tl' n q FLOODPLAIN DEVELOPMENT INFORMATION Location:: 7- Type of Development: Flood Zone: X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifyir�g that the LOWEST FLOOR ELEVATION 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. CONE"ENTS: Applicant Acknowledgment: I Linderstand that the issuance of this p' ermit 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 proposed development. Date iY Applicant's Signature Department Use: Required Lowest Floor Elevation ic- As Built Lowest Floor Elevation Survey Filed with Building Department C -11-� C— t Building Department Representative .................................................................. MAP SHDWING BDUNDARY' SURVEY DF.- LOT 9, FRANCIS COVE REPLAT AS RECORDED IN PLAT BOOK 52, PAGES OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. *FCtIVED r, f% L",Lcu 13 1999 Z-OT 6 Lor s city OF Atlant nd 0 rlacul)d Az"XronP oning N S00013"'00-E. 50.00 ce,71er1meW1s'1111h,!X1 --n Q <.too 60selnent ,8y P/0" 75' 4F0 n�-in,, e tanc 25.3' T::-- I-SrORY FR.4AIE 4 or lo '4� 1v&,4d re" )%oed tv FFElev-14-84 to 0 /Sal V. %3 . 0 41 -'e7o',A' �v 7 7 -S>o' ell,01< �031P,4� TRACT.,�. RICHARD50N I. ANE L FGEAV NOTES: ,Jc) BRL DENO TFs 81aDNG REs 7RIc now LINE 8 Y PLA r BEARINGS ARE BASED ON THE NORTH LINE OF LOT 9 Vz� JEAE DEAVrES JACKSCIVVILLE ELECTRIC AUrHaWrY AS BEING N.89036*00"W.BYPLAT EASEMENT THERE MA Y BE RES 7RIC 7'1aV L INES OR EA SEMEN IS THA T AFFECT rhIS PROPERTY 8 Y ZaIVING OR RECa9VED IN 7HF PuBuc REcaws OF THIs couNTY rHA r ARE NOT SHOWN O?V rhIS StRVEY THIS PROPER T Y L IES IN FL 000 ZONE'X"B Y FL OL10 MAPS 4117189, CaUMUNITY PANEL NO.120075 000/D. FINISHED FL00R ELEVATION BASED ON NATIONAL GEODETIC VER77CAL DATUR INGM. ---------------------- (9trfiftratt of Mrrupanq THU of Atlantic Bur# — Nioriba Itpartment of Nutilbing Juspation This Certificate issued pursuant to the requirements ofSection 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg.Permit No. 18 14 1 Group w.frame Type Construction S fa Fire District Atlantic Beach - Ownerofaujicung Beaches Habitgt Address Atlantic Beach. EL 32233 B dress 16 2 5 chardson LpLecality Atlantic Beach, FL 32233 By: DON C. FORD ilding Official Date: POST IN A CONSPICUOUS PLACE R rdo� I RUN I Tatifir-adt of "Wralt-vancu (14tu of Atlantic such — -Vioriba %partment of Nutiffing Inavertion This Certiftcate issuedpursuant to the requirements ofSection 103.8 ofthe Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Useasssification Single Family Residence Bidg.en,4N,,. 18141 Group w.frame 1�pe Construction S f a Fire District Atlantic Beach — ownerotBuildng Beaches Habitat mdress Atlantic Beach, FL 32233 Q.,X4 D 6 Ad,I 1625AAchardson Lrxocauty Atlantic -Beach, FL 32233 ILI� -- — B,: DON C. FORD 0 Building i Date: /- ..2<f POST IN A CONSPICUOUS PLACE 133M CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address A/?04 Date 4�- Heated Sauare Footage or, s P�---r s�7 S Garage/She(i (0 - f 1? per sq S Ca.l-vort/Porc,-- �a 7.00 P e,-- s f:t D e c 0 -per sq f S ?a r.i o S oer Sa t TOTAL VALTJ.LT_-, P; Z/ ` 7 Z) i ation 1st Tr- i Va' 5- :;� -C7 L) Remainina Vallue loer thousand or 1�crtion TOTAL BUILDING FEE s 2�,f Filina Fee FireiDlaces @ $15 . 0C BUILDING PERMIT FEE S el WATER IMPACT FEE SEWER IMPACT FEE a- S-C. 0 c WATER METER/TAP C 0 CRPIT,;L !MPROVEMENT SEWER Tm-P /0 4 (D) R A D C N ( H RS, C 0 C 6 SECTION H PAVING HYT,'RAULIC SHARES CROSS CONNECTION 17 10(p(d) SURCHARIG E . 00 OT, H E R S— GRAND TOTAL DUE G ADDITIONAL PERMITS OR FEES : Mechanical Plumhinci Electr-lc/New Electr-ic./Teml, : SwimminaPool Septic Tank Well Sign_Finish Floor Elevation Survev— Other CALCULATIONS and/or NOTES : CITY OF 4&4a4c Bearis-A;&"* Office ot Building Official REQUEST FOR INSPECTION Data 7 Permit No. Time A.M. Received P.M. / ,c t,�,otg z Job Address Locality Owner's Name 77l Contractor BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL Framing 11 Footing El Rough Wiring 1.1 Roug F1 Air Cond. & F1 Re Roofing D Slab L] Temp Pole D Top Out El Heating Insulation E, Lintel 11, Final 1,1 Sewer Fire Place D X Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs, Friday-P.M. A.M. Inspection Made P.M. Inspector Final Inspection El 4-7,r/1 1 9 Z110-7-Ix/ Certificate of Occupancy I-J, Date CITY OF 4&4#d4c Beae.4-6;&u-44 Office of Building Official REQUEST FOR INSPE N Date, P it No. Time A Received Job dr s Locality 0 ner"s )w w Name Contractor —'-'�MECHANICAL BUILDING CONCRETE ELECTRICAL (LP—LUM—M-E:�> Framing 11 Footing E Rough Wiring 1.1 Rough D Air Cond. & Re Roofing El Stab E] Temp Pole 0 Top Out D Heating Insulation E Lintel 0 Final 11 Sewer K'Fire Place F1 Pre Fab READY FOR INSPECTION Mon. Tues. Wed. (�3r �) Friday Inspection Made - 91- RM. Inspector— Final Inspection D Certificate of Occupancy 0 Date PROPERTY DESCRIPTION APT Lot # Block # Section # ban Subdi ' sion: .,XW,'9Ai-2--7—;% 6-,'oz4:-7 -,P Street Name w OF WORK or Address: (If in a FLOOD HAZARD Flood Zone: -area complete page 3) Brief Description Class of Work: Lw 16 Remodel/Addition: ZONING INFORMATION Type of Construction: 'A1-0111v1t:F* Zoning Proposed District: -Use: Estimated Value Exceptions or Variances Materials: A�lg�2?AAie, Granted: Solid or Filled Ground: Roof: Method of Heating: OWhMR INFORMATION Property Owner: Phone: Mailing Address_ 2P�� zip: CONTRACTOR INFORMATION Contractor:VCVAI Mailing Address: zip: Expiration STATE LICENSE NO: Date: F- '31- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. '6/—j ;?,- ;77 Owner Signature �a4- DATE r- Contractor Signature DATE 4- C5 - '3' 1 "6"60 (tl4jt- SWO TO.AND SUBSCRIBED BEFOj.ME BY14K dylL ts THIS DAY OF 49�dll f 199 h, C.,.1 G Arlott. My Commission C0570881 NOTARY PU13LIC FwPires Jul.21,2000 CITY OF ATLANTIC BEACH MECHANICAL PERMIT W SENNOLE ROAD-AnNITIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 19055 Address: 1625 RICHARDSON LANE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 50 Proposed Use: SINGLE FAMILY Lot(s):9 Black: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 47,754.00 Parcel Number: LOT 9 FRANCIS COVE REPL Improv. Cost: Date Issued: 10/29/1999 Name: BEACHES HABITAT Total Fees: 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid; 10129/1999 Phone: (904)241-1222 Work Desc: INSTALL CENTRAIL HEAT AND AIA �,F OCEAN STATE HEAT&AIR PERMIT 43.00 ' T 77 7- 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 91FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-1 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEAC H- BLUILDING 01W. $43.BB 14 Wt., Receipt: 0007464 CHECKS 00100003221000 14600 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLAWIC BEACH ATLAWIC WRACtf. FLOMMA SKI20 CALL-M NUMBE11 APPLICATION FOR MECHANICAL PERMIT IMPORTANT Applicant fo con)plefo all Hams in sedions 1, 11, 111, and IV. Slf4ol Adsirstv LOCATION OF lAferoocGhl stfooll" Between And WILDING sulp-4;'11"on 11. IDENTIF ICATION — To be complefed 6y all applicants . In cnms;d*,sf;om of pe,m;# q;�*m In, do;nq the wort as described in the above Itatement we hereby agroo to perform said wo;1 in occordAnco �;Ih the eltat4d plant and tPoti(k6liont which art a part hereof and in accordance with 4ho C;fy of Jaclsonville ordinances and tlamclerdt of qccd p,ocl;ce klad 11,4111;n. Noon* of mochso0cal 4-C t-e &L/.+C_ ctnif 4111014 C*41racter (?F;fqfl C' "-j Master C PI co 10 Home of hop,ottj 0-hol 4tft,C' S4%**4t* of O-noKZ7 of v Aallewitetl Ago Arehilocf at Inglaser Ill. OfN04L INFOOATIkN A. TV"of I"it 10 OTHER CONSTRUCTION MNO DONE 04 W'18WAC THIS WILDING OR SITE? t4 C] G.4be—0 L? NoNfol 0 Control Utility If YK$, GIVE HUMS.KK Of CONSTRUCTION El 09 PERMIT [] Ofhess, — SP*-t;FY IV. WICHMICAL 9QUIMINT TO 14 INSTALLID NATURE OF WOnK (1`MVk4 to-enphlis Pto 04 campossissih oil "d of this "I e' neeldentle or U cortimercisi [I sposce Cl Roscot" W-Conflel 0 rusor LIT"Now building cj--04j� [3 It"m [4—tesstrol 0 Existing Building 7161CIAges— D Miplacomoini of existing system nc) ar"now Installation INO system pteviously fristatinfl) INAsishnum eapacilty Extension at odd-on to existing system 0 C401;&q fewow'. CaP40Y Other — 6ptselly C] F;fv *P4qf%1lW4: [3 flanew C) 0 tvA Is MIS SPACI 001t O?fMj US1 0"Ly Remelt CITY OF -:V 4&4n& BeacA-0;&U*4& �03—j Office of Building Official 0 P REOUEST FOR IN ;PE':CTIO Date 41 it tZ C/- / Tme A.M. r Rieceived PM ob Address Locality wner' Name CorLractor A::�6— B'UIL CONCRETE CMECHANICAL- ramin:�g � Footing 0 Rough Wiring Rough ir Cond. & Re Roofing 1-Irl Slab 1-1 Temp Pole D Top Out Jp�eating Insulation D Lintel EI Final D Sewer F] Fire Place 1-j Pre Fab READY FOR,,INSPECTION Mon. Tues. �Zed Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection 1-1 Certificate of Occupancy 1-j Date TRANSMItTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Addres ?lease update vour records accordingly. BUILDING CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PfRMjTiNFoRa4AT1oN LOCATION INFORMATION Permit Number: 18908 Address: 1625 RICHARDSON LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 50 Proposed Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 47,754.00 Parcel Number: LOT 9 FRANCIS COVE REPL Improv. Cost: OWNER INFORMATION Date Issued: 10/01/1999 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 10/01/1999 Phone: (904)241-1222 Work Desc: CS 2/0 150AMPS I PH 3W 240V 21/2"RW ALUM - NEW RESIDENTIAL SERVICE PGA 66NTRACTOR(S APPIL A PLUS ELECTRICAL PERMIT 45.00 linsbe Required', ctions ROUGH ELECTRIC 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. $45.00 14 C�— Date: 10/81/99 01 Receipt: @890070 AT[Alqft�BEAC ILDIN-t-o,�T. CHECKS 4974 08100003221000 CITY OF ATLANTIC BEACH, FLORIDA ION, Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 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. A&4-s 9ZA-c-�;e� cwt 14-')" ELECTRICAL FIRM: MASTER gdCTRICIAb nSI NATURE JOURNEYMAN / 2 NAME RAA) T,4 -ADDRESS:-1 RFD-BOX- BLDG.SIZE BETWEEN: Ni�RES. (,4 APT. ( comm. ( PUBLIC INDUS. NEW (Vell, OLD X REW. ADDITION ( TRAILER ( TEMP. ( SIGNS SQ. FT. FEE SERVICE: NEW ( INCREASE ( REPAIR ( '9/0 CONDUCTOR SIZE '0 AMPS COPPER ALUM. SWITCH OR BREAKER A-5-6 AMPS PH j W 2-YO VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE INO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDI OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL SWITCHES 0.30 AMPS. 31-100 AMPS. INCANDESCENT FLUORESCENT &M.V. FIXED 1 0.100 AMPS� OVER APPLIANCES 1 —1 L TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHERMOTORS AMPS CEILHEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. II.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-5826-FAX: 247-5877 FORM '.n -RMI�T -IN .f A: OR INFORMATIOW:::::':'! Permit Number: 18141 Address: 1625 RICHARDSON LANE Permit Type: BUILDING I ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 50 Proposed Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 47,754.00 Parcel Number: LOT 9 FRANCIS COVE REPL ........... Improv. Cost: 47,754.00 ...... Date Issued: 4/27/1999 Name: BEACHES HABITAT Total Fees: 2,055.66 Address: P. O. BOX 50939 Amount Paid: 2,055.66 JACKSONVILLE BEACH, FL 32240 Date Paid: 4/27/1999 Phone: (904)221-0141 Work Desc: CONSTRUCT NEW HOME PER PLANS - HSF & CS, 1066 ............... .................... .......... . .. .. . ...... -A ION L-M. ,I -TEE -'PP JOHN WIELAND HOMES WATER IMPACT FEE 350.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 5.06 RADON CAB 5% 0.27 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.80 SCHARGEtATL.BCH. 0.53 .................- -w........- ------- ................ .......... ................ .........- ......... ... ..... ... ..... .......... ... . ...Ing ......... ... .... FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION LINTEL TIE BEAM 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. Q) 4 4-1� tQT. VENDY lZeceipt: 9054372 C 5/06/99 61 $2655-66 AYtXNTIC BEACHWILDING DEPT. Total Payment CITY OF 4&404*0 Be404- Office of Building Official REQUEST FOR INS CT N 'Y - /:� Date Permit No. lal Sp T N Permit No Time r A.MM' Received Job 141dres�s 0 ner's t��4Nam- ontractor BUILDING �NCR�ET ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 Rough Wiring Fj Rough 0 Air Cond. & Re Roofing 0 Slab Temp Pole E Top Out 0 Heating Insulation El Lintel 0 Final E Sewer 0 Fire Place Pre Fab READY FOR INSPECTION Tues. Wed� Thurs. Friday A.M. Inspection Made Inspector— Ott Final Inspection 0 Certificate of Occupancy D CITY OF 4&6#t&c 'cia Office of Building REQUEST FOR INSPECTI r Date Per TtN 0, —26— Time A.K Received PM. 4, Job�Add�re 'L ality Owner's Name Contractor _J BUILDING CONCRETE ELECTRICAL MECHANICAL Framing El Footing D Rough Wiring ��Air Cond.& F] Re Roofing 0 Slab t7l Temp Pole 0 Top Out 0 Heating Insulation 0 Lintel 0 Final D Sewer 0 Fire Place 1:1 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs, Friday XM. inn nspect —PM. �nspector Final Inspection 0 Certificate of Occupancy 0 Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel- 247-5826 - Fax.- 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Pe N u__m b_ 6r_:____-1-8-6-1-0 Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 50 Proposed Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 47,754.00 Parcel Number: LOT 9 FRANCIS COVE REPL Improv. Cost: OWNER INFORMATION Date Issued: 8/06/1999 Name:- BEACHESHABITXT Total Fees: 46.50 Address: P. 0. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 8106/1999 Phone: (904)241-1222 Work be-sc: -INSTALL PLUMBING IN NEW HO-ME--- CONTRACTOR Sy APPLICATION FEES &.50 PERMIT Inspections Rec UNDER SLAB PLUMBING TOPOUT SEWER FINAL NOTICE - INSPECTIONS MUST BE REQUESTED ATLEAST 24 HOURS PRIOR TO INSPECTION _J 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. $46.5014 Date: 8/06/99 01 Receipt: 007731, CHECKS 3 3268 ATLANTIC BEAC BUILDI PT. 08100003221000 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 6 _ST oz CATION ; JOB_LO &lq ER' OF PRUE RTY ' EA c a6i 9" r* 10401maj 'V6 'i*k','4'XLUMBING CONTRACTOR ACTOR' S ADDRESS : — T LICENSE NUMBER: t�7<6 zl.s 4) TELEPHONE: HOW MANY OF THE FOLLO�IING FIXTURES INSTALLED S�'�Ks slio�qzRs A ! WATER HEATERS LAVATORY D I SHW PSHER S ____BATH TUBS URINALS DISPOSAL WASHING IAPCHINE -CLOSETS FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTU,RES : + M rN I M U M PERMIT FEE $75 . 00 �?'_,'t'l�-�SfGNATURE Or 0�4NUR' Or CONTRj�CTOR,._ ---------------------------- ----- --------------------- -------- INSTALLAT ION OF -PLUMBING . AND FlY.TUItES MUST BE IN ACCORDANCE T "THE mbST RECENT EDITION or' THE SOUTHERN STANDARD PLUMBING CODE. A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904 ) 247 -5826 CONNECTIONS MUST BE CNLL)� D INTO PUBLIC WORKS -rOR INSPECTION R TO COVERING UP ( 904 ) 24'? _ 5034 Book 9260 PQ 100 This instrument Prepared By: Name I P 4,>. Address �POAIW 5 MIN. RETURN Permit No. PHO N E # ZZ, Tax Folio No. NOTICE OF COMMENCEMENT STATE OF COUNTY THE ZERSIGNED hereby gives notice that improvement will be made to certain real property, and ill accordance with iapter 713, Florida Statutes, the following information is provided ill this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) _604e7 7- 2. General description of improvement: 7.�� '��/Z''-v 3. Owner information A a. Name and address: ��W-131WIIV 44-P 1). Interest in property: /">4) o�5'wz->x c. Name and address of fee simple titleholder (if'other filan owner): 4. Contractor: a. Name and address: 0*4 b. Phone number: c. Fax number (Optional, if service by flax is acceptable): 5. Surety a. Name and address: /V/11 Bk: 9260 b. Amount Of bond $ Pq: 100 c: Phone number: Doc# 99092371 Filed & Recorded d. Fax number (optional, if service by fax is acceptable): 04/15/99 01:03:36 P.M. 6. Lender HENRY W. COOK a. Name and address: CLERK CIRCUIT COURT hlllle� DUVAL COUNTY, FL 1). Phone number: REC. $ 6.00 c. Fax number (ol)tjotial, if service b�' fa% isaccel)table): 7. Persons within the State of Florida designated 1)), Owner upon whom notices or other documents may be served as provided in section 711IL3(l)(a)7., 1`1orida Statutes: a. Name and address: b. Phone number: 24 , // c. Fax number (optional, if service by fax is acceptable): 8. Ill addition to 111111self, Owner (IcsignaLe"; the folloNvilig porsoii(s) to receive a copy ofthe Lienor's Notice as provided ill Section F101-ida StALIWS: a. Name and address: 1). Phone nunibei-: c. Fnx liullihcr (oj)Lioll�ll, ifselwicu by (';ix IL' accupinble): 9. Expiration date ofilotice ofColilillellcellient (the expiration date is 1 year from the date of recording unless a different(late is specli'led) Sworn to illid subscribcd bef'o-1*Q me by-AIV/0 W C1_4'eA-_e Signature of Ownej�� w1lo is pL!.�-sonally 1�nown to me or produced PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION:. .2- OWNER: /+,e-e7t F-S Determine Occupancy Classification of the structure. Select occupancy classification whichmost accurately fits the use of the Building. (ChapterB3) 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 82) 0 G4, b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 132) C5 d. Determine building height in stories. (Story definition Chapter 132) 6 (X e. Determine separation distance from exterior walls to assumed and common 0 property lines. (Property line definition Chapter B2) f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. -r 1ELL (Chapter 136) a. Determine maximum allowable heights and floor areas for Types of Construction &I and Occupancy classification. (Table B500) b. Check allowable height and area increases permitted. (Chapter 65) 4, Check detailed Occupancy requirements. (Chapter B4) 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter 66 & Table B600) I b. Fire Protection Requirements (Chapter B7 and Table 6700) C, Means of Egress Requirements (Chapter B1 0) d. Special restdctons 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- 826) 7 Check other requirements as necessary. I a. Construction projectng into public property (chapter 832) b. Elevators and conveying systems (Chapter 630) C. Sprinklers, standpipes and alarm systems (Chapter 139) d, Use of combustible materials on the interior(Chapter 138) 0 e. Roofs and roof structures (Chapter B1 5) e; Lx f. Light,ventilation and sanitation (Chapter B1 2) e7 L-e- 9. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Building Official don/sb.1 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications r�ust be received by 5 P,M, on the MQNDAY prior to the scheduled meeting in order to be placed an the agenda for consideration. INQOMPLETE APPLICATIONS WILL-NQT BE PROCE5SED. APPLICANT NAME ADDRESS TELEPHONE 2. 167- ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) . CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MU,5 BE CLEARLY MARKED ON SITE BY-9—ED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MU$T BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATION5 WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH- APPLICANTS SIGNATURE DATE 4, �/—/? - C/ OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE R F PROPERTY DESCRIPTION Lot # C7- , Block # Section # _T� Subdivision: 4,X-17,9A72�,,0 67oj4�;7 Street Name DESCRIPT`16�MF WORK or Address: (if in a FLOOD HAZARD Flood Zone: --area complete page 3) Brief Description 11)014�9 Class of Work: Remodel/Addition: ZONING INFORMATION Type of Construction: /'C/_1_WM4:F Zoning Proposed District: Use: Estimated Value $ 41�00 Exceptions or variances Materials: V-WV,�, Granted: Solid or Filled Ground: :10�4 Roof: Method Heating: e4e'_1 1 Fz__I_01 OWNER INFORMATION Phone: Property Owner: Mailing Address Zip: CONTRACTOR INFORMATION Contractor: VAel __-Owvle�one: 57�1'5d� Mailing Address: Zip: 3" Expiration STATE LICENSE NO:. etl;e ezz Date: F- '31- I HEREBY CERTIFY THAT I HAVE REA.D 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 2RESUr-M 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. q_ ;77 Owner Signature 44 6�,,,4* DATE r__ I — Contractor Signature /(�� /__� I DATE 4-- 13') L a SWORN TO AND SUBSCRIBED BEFOR. ME BY THIS DAY OF 1991. d4v� C.,.l G Arin. NOTARY PUBLIC my C.""ii.CC570881 Fxr;rfm Jul.21,2000 2 1 as ILI V 'Wft�§%ftf NlarNwr v 16mm h u6mal �ows - - BEING A REPLAT OF LOTS 2 THROUGH 11, FRANcIS COVE, AS FECORDED IN PLAT BOOK 50, PACES 67 AND 67A OF THE CUFFL=NT PUBLIC RECORDS C DUVAL COUN7Yj FLOFUDA MY OF- ATLANnO BEACH, FLOPCA FRANCIS AVENUE 5 R/W) 5 (40 FOOT RIGHT-OF-WAY BY ED SMITH SUBDIMSION PLAT 15 FOOT RIGHT-OF-WkY BY E.H. DONNER'S SUBI)NISION PLA /;MI5100*w 341.00- 61-00 50.00' .00 W'07 60.00 ----------- ------- ew fk-FMW0MNUWDT N 20' BRL 2-W—8ft i.:-1 2� ik r 8 8 9 6 9 C5 b b 0 b 0 1 1:1 0 10'xlO' JEAEE 10. cy r 21Y Oft 21Y M 2o' 9RL. 20' BRL EA L 10 r L --- ---------- "i;<:15-' "�-Z:15' UTILIT( EASEMENT EASEMENT - -A -61.00, co j W! 50.00' 6070. N\s ---------- r-------------------- 7 1 ---------- I I -7 7-7 2V 0' SR 2W 2 ' L z < P 61 0 c; 00 V) *0 0) < co Z uj, 1 0 k*nl 8 1 c; wi 0 0 0) 0 0 0 .3 w lb 0 10 0 20 8111. L20: am. 1 20 20- M lool 51 j- 5. - EAE -4 5' JEAE FOUM 6iW SOO-45'30*E' 59,01', a Q5*57-'58--W MONO -;QTZ�- -6-0.-6r- f TRACT 161.00- �o�vl y 00 S(5� 3-80'-T t5.55' .1 5'00'E 771-M= - I --vm- SOO" Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Single Family Home BUILDER: Beaches Habitat AND ADDRESS : PERMITTING CLIMATE Atlantic Beach, FL OFFICE: Atlantic Bea ZONE: 11_1 21_1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft . ) 5 . 1066 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 6 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. O . Osqft g--,:57. 00sqft b. Tint, film or solar screen 8b. O . Osqft ( 3(, 0 . 00sqft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a .R= 0 . 00 , 146 . 00 ft 10 .Net Wall type area and insulation: a. Exterior : 1 . Concrete (Insulation R-value) 10a-1 R=12 . 00 , 980 . 00sqft_ 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 1066 . 00sqft_ 12 .Air distribution systems a. Ducts (Insulation + Location) 12a . R= 6 . 00 uncond 13 .Cooling system 13 . Type : Central A/C OT& EER: 10 . 50 14 .Heating System: 14 . Type : Lat Pump HSPF : 7 . 30 15 .Hot water system: 15 . J Electric EF : 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 95 . 25 a. Total As-Built points 19a. 22264 . 56 b. Total Base points 19b. 23374 . 81 --------------------------------------------------------- - -- ------------------ - ----------------------------------------------------- ------ -- - ---- -------- ----- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F.S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT: BUILDING OFFICIAL : DATE: DATE : INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area : solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------ ------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: -------------------------------------------------------- ----- ---- - - - ----- - ---- - Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. --------------------------------------------- ----------------- ----- - -- - -------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------ --------------------------------- ----- --- -------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. -------------------------------------------------------- --- --- -- ---- -- - --- ----- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .A13C. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . -------------------------- --------------------------------------------------- -- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- NE 39 . 00 65 . 8 2566 . 2 DBL CLR NE 15 . 0 57 . 7 . 87 753 . 9 DBL CLR NE 9 . 0 57 . 7 . 79 410 . 7 DBL CLR NE 15 . 0 57 . 7 . 87 753 . 9 SE 21 . 00 65 . 8 1381 . 8 DBL CLR SE 6 . 0 79 . 1 . 73 344 . 3 DBL CLR SE 15 . 0 79 . 1 . 84 994 . 0 SW 30 . 00 65 . 8 1974 . 0 DBL CLR SW 15 . 0 79 . 1 . 84 994 . 0 DBL CLR Sw 15 . 0 79 . 1 . 84 994 . 0 NW 40 . 00 65 . 8 2632 . 0 DBL CLR NW 20 . 0 57 . 7 . 87 1005 . 3 DEL CLR NW 20 . 0 57 . 7 . 63 727 . 0 ---------------------------------------------------------------- - -------- ------ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ---------------------------------------------------------------- --------------- .15 1, 066 . 00 130 . 00 1 . 230 8, 554 . 00 10 , 521 . 42 6 , 977 . 27 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 980 . 0 . 9 882 . 0 Ext NormWtBlock In 12 . 0 980 . 0 . 38 367 . 5 DOORS---------------- Ext 38 . 0 6 . 1 231 . 8 Ext Wood 38 . 0 6 . 10 231 . 8 CEILINGS------------- UA 1066 . 0 . 6 639 . 6 Under Attic 30 . 0 1066 . 0 . 60 639 . 6 FLOORS------------ --- Slb 146 . 0 -37 . 0 -5402 . 0 Slab-on-Grade . 0 146 . 0 -41 . 20 -6015 . 2 INFILTRATION--------- 1066 . 0 8 . 0 8528 . 0 Practice #2 1066 . 0 8 . 00 8528 . 0 TOTAL SUMMER POINTS 15 , 400 . 82 10 , 728 . 97 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------------------------------------- ---------------------- 15 , 400 . 82 . 37 5 , 698 . 30 1 10 , 728 . 97 1 . 00 1 . 100 . 320 1 . 000 3 , 776 . 60 WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- NE 39 . 00 -10 . 6 -413 .4 DEL CLR NE 15 . 0 4 . 6 1 . 32 91 . 3 DEL CLR NE 9 . 0 4 . 6 1 . 48 61 . 3 DEL CLR NE 15 . 0 4 . 6 1 . 32 91 . 3 SE 21 . 00 -10 . 6 -222 . 6 DBL CLR SE 6 . 0 -22 . 7 . 70 -95 . 3 DBL CLR SE 15 . 0 -22 . 7 . 84 -285 . 3 sw 30 . 00 -10 . 6 -318 . 0 DBL CLR sw 15 . 0 -22 . 7 . 84 -285 . 3 DEL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3 NW 40 . 00 -10 . 6 -424 . 0 DBL CLR NW 20 . 0 4 . 6 1 . 32 121 . 7 DEL CLR NW 20 . 0 4 . 6 1 . 87 172 . 0 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 066 . 00 130 . 00 1 . 230 -1, 378 . 00 �-1, 694 . 94 -413 . 38 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 980 . 0 2 . 2 2156 . 0 Ext NormWtBlock In 12 . 0 980 . 0 2 . 86 2805 . 3 DOORS---------------- Ext 38 . 0 12 . 3 467 .4 Ext Wood 38 . 0 12 . 30 467 . 4 CEILINGS------------- UA 1066 . 0 1 . 2 1279 . 2 Under Attic 30 . 0 1066 . 0 1 . 20 1279 . 2 FLOORS--------------- Slb 146 . 0 8 . 9 1299 . 4 Slab-on-Grade . 0 146 . 0 18 . 80 2744 . 8 INFILTRATION--------- 1066 . 0 7 .4 7888 .4 Practice #2 1066 . 0 7 . 40 7888 .4 TOTAL WINTER POINTS 11, 395 . 46 14 , 771 . 67 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ----------------------------------------------------- ------------ -------------- 11, 395 .46 . 55 6 , 267 . 50 1 14 , 771 . 67 1 . 00 1 . 100 . 466 1 . 000 7, 571 . 96 WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803 . 0 11, 409 . 00 40 . 92 1 . 000 3638 . 7 1 . 00 10, 916 . 00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER 'TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ----------------------------------------------------------------- - ------------- 5698 . 3 6267 . 5 11409 . 0 23 , 374 . 81 3776 . 6 7572 . 0 10916 . 0 22 , 264 . 56 EPI 95 . 25 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 95 . 3 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 SO 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 1 --------------------X1 R-0 R-7 Wall R-Value . . . . . . . . . 12 . 0 1 ------------------ --X1 R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 Ix--------------- - - --- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 9 1 --X------------------ 1 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 .3 I -X---------- --- -- - - - - 1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 1 -------- --- ---- -- -- -- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF . . . . . . . . . . . . . . 0 . 92 1 ------- ---X- --------- 1 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 1 --------------------- 1 0 .40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : city/zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 95 . 3 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DEL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 1 --------------------X1 R-0 R-7 Wall R-Value . . . . . . . . . 12 . 0 1 ------------------- -X1 R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 Ix---------------- - --- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 9 j --X------------- -- --- 1 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 3 J -X----------------- -- 1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 1 --------------------- WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF . . . . . . . . . . . . . . 0 . 92 1 --------- -X---- --- - -- 1 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 1 --------------- ------ 1 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . --------------- ------ I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : city/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Job: (9-0293) LOT 5 JI THIS QWG. PREPARED BY-TH FROM TRUSS MFA'S LAYOUT TOP CHORD 2X4 SP :,2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP 2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 11'0"6 12 APPROVED CJTy OF ATLANTIC BEACH X4(A I) qqUjjj_-)INr,OFFICE 99 7'1"B 2' 7' Rv-403# U-250# w-3"B Rv-70# U-2000 NAILED TAG T9 SEG 52423 PLATE-WAVE TP195 TPI-95 (STO) QTY= 14 PLIES= I TOTAL= 14 REV. 18.2c4 SCALE =0.7320 ALPINE ENGINEERED PRODUCTS, INC. SSES REQUIRE EXTREME CARE *NIMPORTANT*.x 5114LL NOT BE RESPONSIBLE FOR ANY W A R N I N G ','Nu MANDL ING, ERECT ION AND 02/11/99 T C L L 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9S By TPI� SEE THIS DESIGN TC DL 7 .0 PSF DATE 02111199 FAILURE To BUILD THE TRUSS IN CONFORMANCE WITH 0ST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP "4231;" BC DL 10 .0 PSF DRWG A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF i0m CONNECTLIPS PER OPA.INGS 130. 150 6 16OA-F� DESIGN STANDARDS ITH PROPERLY ATTACHED 141GID CEILING _- SEE I A I I I / POP DA E 7 91�IF ER I URM. I/ C.P OR P I..S F A Y OF S rRE T I C CONFORM W/APPLICABLE PAO�ISIONS OF NOS 6 ON ONT. TOT LD. 37 .0 PSF O/A LEN. 7 '- ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'k �1� Z:�:_r SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HFRE ORvwALL APPLICATION. FURNISH A COPY 7H IS "I ..."' DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE AELIED_UPOM IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT-. RE E 'R "" ", 'T.",T T�l - TRUSS PLATE INSTITUTE N S.:.L99j TT'QNAl �IaN SPFCIFTCATION FOR Moon roN91211r, N SPACING 24.0 ITYPE — spec 2F - _LT— - _ - Job: (9-0293) LOT 5 / J2 THIS OWG. PREPAR ED BY THE ALPINE-JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-990 NAILED 10'2"6 12 ru W 4-1 m B'1"2 VN I 5'1"8 .2' t Rv-339# U-230# W-3"B Av-44# U-200# NAILED TAG T6 # SEQ = 52427 PLATE-WAVE TP195 TPI-95 (STD) QTY= 8 PLIES= I TOTAL= 8 REV. iB.2c4 SCALE =0.9207 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE **IMPORTANT*)( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 02/11/99 �TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02111/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF QRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PROPER �A TRUSS AND UNLESS DTHEAW15E LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BDT713H CHORD BC LL 0 .0 PSF iom CONNECTORS PER DRAWINGS 130. 15D& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING J-- SEE A I E�I � CONFORM W/APPLICABLE PAUVISIONS OF NOS& TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR r A TDT.LD. 37.0 PSF O/A LEN. 5 HIS t _'DR. A H C. 1 .25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HE E DRYWALL APPLICATION. FURNISH A COPY T .: .. IN ONLY. AND SHALL NOT BE RELIED UPON INANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACT OUR.FA 0 -TPI --TRUSS PLATE INSTITUTE NOS . 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CMSTRUCTT [SP A C I N G 24.0" ITYPE spec Ob: (9-0293) LOT 5 / J3 THIS OWG._PREPAREO BY THE ALPINE_JOB DESIGNER PROGRAM_FROM TRUSS MFR-S LAYOUT TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING REACTION OF 27.62. TOP CHORD TO BE BRACED BY �ROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4"6 12 5 W2X4(Al) 8'1"2 3'1"8 2' 3' Rv-288# U-220# W-3'8 Rv-17# U-2000 NAILED TAG T7 SEG = 52432 PLATE-WAVE-TP195 TPI-95 (STD) QTY= 8 PLIES= I TOTAL= 8 REV. 18.2c4 SCALE =1 .2405 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE )(*IMPORTANT**SHALL MOT BE RESPONSIBLE FO'A ANY' WARNING IN HANDLING. ERECTION AND 02111/99 TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM 31 A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 13o. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T I E.1 OF TOR TOT 0 PSF O/A LE CDNFORM W/APPLICABLE PROVISIONS OF NOS& TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER LO. 37 N. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY TH I S IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC JOUR FAC. I .25 .--TPT - TRUSS PLATE INSTITVTE NDS - 1991 NAT_IONAL_I)ESIGN SPECIFICATI ON FORA WOOD- _TRUCTION & FSPACING 24.0" ITYPP Spec ob: (9-02931 LOT 5 / J4 THIS DWG. PREPARLO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -165# OCCURRED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIRED. WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5,0 PSF. WIND BC OL - 5.0 PSF. REACTION OF 334.7B. IN LIEU OF RIGID SHEATHING� A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORE) TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 8'6"6 al T 12 W2X4(Al) 8' 1"2 l'j"B 2' .1, Av-370# U-270# W-3`8 Rv-aqWA-165P-2004A I UUa LED TAG T8 SED = 52436 PLATE-WAVE TP195 TPI-95 (STD) QTY= 6 PLIES= I TOTAL- 8 REV. 18.2c4 SCALE =1 .8460 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIAE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF x*IMPORTANT)()t SHILL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR &NY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 02/11/99 GN FAILURE TO OUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE F ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 42319 BC DL 10 . 0 PSF DRWG C SEE JPRE- A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 -0 PSF iom CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING SEE E.1 TOT.LD. 37 .0 PSF O/A LEN. CONFORM -/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/j/91) FOR'GROPER 4, p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER XAY� I DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 .25 ---TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE spec jot): 19-0293) 1 OT 5 / J5 THIS DWG. PREPARtD BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N *MNLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI. OPEN BLDG. LOCATED ANYWHERE IN ROOF. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54.0 54.0 0.0 12.7 0 1 -331 3.5 REACTION OF 350.15. 0 B 20.0 20.0 2.B 12.7 0 T 55 6.3 1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING: I 1 -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. I 1 -89.2 -89.2 2.8 2.9 0 B 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. I T -89.2 -B9.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRAVET��, NAILED -331# 55 197 -1-5-7 2'9 15 2'9"15 2*9"8 9'10"13- 1 0 E W3X4 ;n 12 3.54 1 2 n W1.5X3 N E ' l"2 10'2"5 2'9"15 9110*13 1 1'5"7 -2'9"15 2'9"15 2'9"8 -39 35J 88; Rv-370# U-2000 W-4"15 Rv-350# U=2000 NAILED TAG T + SEG = 52440 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES= i TOTAL= 4 REV. 18.2c4 SCALE =0.5915 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE I MPORTANT X*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 02/11/99 TC LL 20.0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 70P -231"' BC DL 10.0 PSF DRWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL PSF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 0 .0 i0m CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS .17H PROPERLY ATTACHED RIGID CEILING -- SEE T I E 0 t TOT.LD. 37 .0 PSF O/A LEN, 91013 CONFORM ./APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 4 14 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR._ D .---T . -11- P�ITI 7-T-1,7F -1, . 1111 1111-" ' -11111-11N - SPACTNG see 8hnVRlTvPC7 S n F,c Jot): (9-0293) LOT 5 / T4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER-PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORE) 2x4 SP i2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12'6* 12'6" 12 W4X4 5 W1.5X3 W1.5X3 !D !D Ln w2X6(All W2X6(Al) 8' 1' 2 w3X; WiHX4 -4- 25' 2' 25' 2' Rv 1036# U-540# W-3*8 Rv-1036# U-540# W-3"B TAG T4 SEG = 52419 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 12 PLIES- I TOTAL= 12 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTRE E CARE **IMPORTANTN*SMALL NOT 86 RESPONSIBLE FDA ANY WARNING IN HANDLING, ERECTIMN AND 02/11/99 TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9 I BY TP I. SEE TH IS BE 5 IGN T TC OL 7. 0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS788 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE F,.' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AST. OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 4231;' A BC DL 10 . 0 PISF DRWG __ SEE PROPER OF THIS TOP A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESI(5M, POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM CONNECICP�l PEP O'll-INGS J30. 150 & 160A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT .LO. 37 .0 PSF O/A LEN, 25 CONFOAM./APPLICABLE PROVISIONS OF NOS 6 TPI AN ENGINEER'S ALPI�E TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES To THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS IN ONLY. AND SHALL NOT BE AELIE.10. 1.ANY OT.E.WAY. DESIGN To THE TRUSS ERECTION CONTRACTOR. DUR.F AC. 1 . 25 ---TPI - 'ROSS PLATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTPUCTIO:Nj SPACING 24.57--TYPE comn ob: (9-0293) LOT 5 / T3 THIS OWG. PREPARtO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCL BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00- OC� MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X5(R) 3' W4i Ax r= 12 5) W1_5X3 W1.5X3 WaX6(Al) vi ��w2X6�(Al) I - W5X4 -147 25 25' 2. 2* - -F Rv-1036# U=540# W-3'8 Rv-1036# U-540# w-3'8 TAG T3 SEQ = 52415 PLATE-WAVE TP195 TPI-95 (STO) QTY= 2 PLIES= I TOTAL= 2 REV. lQ.2C4 SCALE =0.2669 AL.PINE ENGINEERED PRODUCTS INC TRUSSES REOUIAE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FO�ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OP THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 7 . 0 PsF DATE 02/11/99 'DES'ON ONAL PERMANENT BRACING RE FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI FOR ADDIII SPECIAL T TC DL ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIRENENTS. UNLESS OTHERWISE INUICATJEO. TDP 23 BC DL 10 .0 PSF DRWG PROP ZR CH _ EE R P.DPE. OF '..S C,OR A445 rR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIN -- S T I E F ' SEE TOT.LO� 37.0 PSF O/A LEN. 25 Nr CONFORM./APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR ATHER 'A SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Is 6�11' OUR.FAC. 1 .25 r IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA 0. E SPACING 24 n" lTvop hipS ---IPT - TRUSS PLATE INSTITUTE_ NOS -_1991 NATIONAL DESIGN SPECIFtCATIOU FOR WOOD CONSTRUCTI ob: (9-0293) LOT 5 / T2 THIS DWG. PREPARED-BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR_'S LAYOUT TOP CHORD 2x4 SP 01 Dense : T2 2x4 SP #2 N: 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' W4X5(R) W4)6 12 50 L_— W2X5(Al)02 W2X5(Al) W3X4 WkiX,4 Wi.!3xj 25' 2' 25' 2' Rv-1035# U=540# W-3"B Rv-1036# U-540# W-3"B TAG T2 SEG 52410 PLATE-WAVE TP195 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669 INE ENGINEERED PRODUCTS. INC. TRUSSES AEGUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF *IMPORTANT**'S"H'ALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND CEVIATION FRO. THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI_ SEE THIS DESIGN T TC OL 7 .0 RSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG [A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS 07HEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF i0m CONNECTORS PER DRAWINGS 130. 150& 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING _- SEE 0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. TOT.LD, 37 .0 PSF O/A LEN. 25 AN ENGINEER'S ALPINE TECHNICAL UPDATE 47/l/91) FOR PROPER (0 to SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IDUR.FAc. i .25 IN ONLY. ANDSHALL NOT BE RELIED UPCN IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1(;PAr.TNr. ;)4 .0 jTvpF h i 13S inb: (9-0293) LOT 5 / TI --THIS DWG, PREPAR ED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4XB Wt 5 X3 8 12 T m W2XlO(B5R) W2XiO(65R) n U W X q7 wt.ST4, Wi.5X4 25' 2' 25' —2' 7' it' 7' 426# 428# Rv-1903# U-930# W=3"B Rv-19030 U-930# W-3"B SEG 52406 TAG T1 REV. 18.2c4 SCALE =0.2669 PLATE-WAVE TP195 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 ALPINE IMI.��Elll. PRODUCTS. E EQUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF 1. ,(*IMPORTANT)(* 'HALL NOT BE RESPONSIBLE FOR .'y WARNING 'IN"NA!NiORING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7 .0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE IF 1", - ALPINE CONNECTORS ARE MADE OF MA GALV. STEEL MEETING ASTH GUIREMENTS. UNLESS OTHERWISE INDICATED, I OR A2319' BC DL 10 .0 PSF QRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0.0 PSF JQM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POS17ION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTLPS PEA DRAWINGS 130, 150 & IfiOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE I A I E(I F PROPER TOT.LO- 37 .0 PSF O/A LEN. 25 F THIS on, CONFORM N/APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH 0 THIS OUR.FAC. 1 .25 IN ONLY AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC A Copy 'T J' hips -TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION_FDA WOOD CONSTRUCTION SPACING See aDovelTYPE I-M Mit 7 00O3- V i, ��MT, �ilj, 1j. 41P MEW mu.V101 z a xiv; .4, ,-v All VN- --�,of TRUSS STORAGE ;:7 4r;,_ &F G? 14� _4:tk_ TOP CHORD TOP CHORD DIAGONAL BRACE 12 MINIMUM LATERAL BRACE SPACING(DBS) 4 Or greater PITCH SPACING(LBS) SPAN r#tr eseel SP/DF I SPF/HF Up to 32' 1 8' 20 is over 32'-48' 412 1 6' 10 7 —5ver—48 -_60 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF:Douglas Fir-Larch SP-Southern Pine HF Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord 7—All lateral braces Lateral Brace lapped at least 2 Required trusses. 10'or Greater L Attachment Required &1A. x z Top chords that are laterally braced can buckle -4V togetherand cause collapse if there isno diago- nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins _are attached to the topside of the top chord. PITCHED TRUSS 11 W u or-l" in TOP CHORD MINIMUM 12 >1 LATERAL BRACE SPACING (DBS) TOPCHORD DIAGONALBRACE PITCH SPAN DIFFERENCE SPACING(LBS) [#trusses] SP/DF I SPF/HF 17 12 Up to 28' 2.5 7' Over 28'-42' 3.0 6' 9 1 6 Over 42'-60' 3.0 5' 5 1 3 Over 60' See a registered professional engineer DF:Douglas Fir-Larch SP-Southern Pine HF Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10"or Greater Attachment a� Required Top chords that are laterally braced can buckle 12 togetherand cause collapse if there is no diago- nal bracing.Diagonal bracing should be mailed or to the underside of the top chord when purlins are attached to the topside of the top chord. I SCISSOR��USS Frame 3 2x4/2x6 PARALLEL Continuous TOPCHORD Top Chord TOPCHORD DIAGONAL BRACE CHORD TRUSS Lateral Brace MINIMUM LATERAL BRACE SPACING (DBs) Required SPAN DEPTH SPACING(LBS) [#trus es] Top chords that are laterally braced can buckle SPIDIF ISPF/HF togetherand cause collapse if there is no diag0- 10"or Greaterl I bracing.Diagonal bracing should be nailed Up to 32' 3W 1 8' 1 16 10 0 the underside of the top chord when purlins Over 32'-48' 4205 1 6' 6 4 are attached to the topaido of the lop chord. Over 48'-60' 48" "1. 5' 4 2 Over 60' See a registered professional engineer Attachment Required DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir lb 7'rus.. 16 spic, @2,0.0. 301 or ,�greater Ot All lateral braces lapped at least two trusses. =45po L Theend diagonal brace for cantilevered End diagonals are essential for trusses must be stability and must be duplicated on placed on vertical both ends of the truss system. webs in line with the support. Continuous U2 PARALLEL CHORD TRUSS:TOP CHORD Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherand cause collapse ifthere isno diago� Required nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins 10"or Greater are attached to the topaide of the top chord. Attachment Required is 3o, @ 31/2 1 rIZZ711 Trusses must have ium- ber oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two 5, trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 EITHER ONE OF THESE PLATE LOCATIONS IS ACCEPTABLE VARIES PIGGYBACK ix) IX I I I p u I U ------- SUPPORTING TRUSS SEE ENGINEERED DESIGN XPPROVED MY OF ATLANTIC BEACH PIGGYBACK SPECIAL PLATE IS TO BE BUILDING OFFICE ATTACHED TO BOTH, FACCS OF PIGGYBACK e EACH VERTICAL SPACING OF PLATES APR 271 MUST NOT EXCEED 4' -0' ON CENTER, ' SPECIAL PLATE IS TO BE 2X4 #3 HEMLFIR OF' BETTERBX14� ATTACHED TO BASE TRUSS CONTINUOUS LATERAL BRACING W/ 4-10d NAILS EACH FACE Q 24,1 oic. ATTACH TO EACH TOP CHORD WITH 2- 16d NAILS, BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE. SUPPORT BY ERECTION CONTRACTOR# Typical Piggybac,l Truss Deto L MAXIMUM NUMBER OF ROWS OF NAILS CHORD S ZE NAIL TYPE 2X4 2X6 2X8 2XIO 2XI2 —7— 8 —To- 8D BOX 3 b 13 10D BOX + 2 5 7 9 11 12D BOX ' 2 5 7 9 11 A - EDGC DISTANCE AND PERPENDICULAR TO GRAIN SPACING <7 DIAMETERS). 16D BOX 2 4 6 0 10 13 - END DISTANCF. AND PARALLEL TO GRAIN SPACING (15 DIAMETERS), Pon pox P 4 5 7----3 C - DISTANCE ROWS ARC TO BE STAGGERED (7-1/2 DIAMETERS). 8D COMMON —4. 6 9 ,— IOD COMMON 4 5 7 9 12D COMMON 2 4 5 7 9. 16D COMMON 2 3 5 7 a 20D COMMON 1 3 4 5 7 0.120X&5' GUN 3 5 7 10 12 0.13IX2.5' GUN 2 4 6 9 11 0.12OX3.0' GUN 3 5 7 10 12 DEARING DLOCK TO BE SAME SPECIES, 0.13IX3.0' GUN 2 4 6 9 11 SIZE AND GRADE AS CHORD. MINIMUM NAIL SPACING DISTANCES DISTANCES NAIL TYPE A B C OD -F-774-7—-77e-7— BOX 13/16' IOD BOX 15/16' 1-15/16' V 12D BOX 15/16' 1-15/16' 1' Tl+n 16D BOX if 2-1/16' 1-1/16' pan Pn.y 1-1/16' 2-1/4' -1/0, 8D COMMON 15/16' 2' V IOD COMMON 1-1/16' 2-1/4' 1-1/80 12D COMMON 1-1/16' 2-1/4' 1-1/0' NOTH or 16D COMMON 1-3/16' 2-7/16' 1-1/4' <12' MINIMUM - 24" MAXIMUM) 20D COMMON 1-3/8' 2-7/8' 1-7/16' 0.12OX2.51 GUN 15/16, 0.13IX2.31 GUN 21 10 10.12OX3.01 GUN 7/81 1-13/161 15/16' 0.13IX3.01 GUN .2' B139 Beaxing Block Nail .Spa* cm" g Detail TOP CkOAD 2X4 SO, PINE N2 N , EXCEPT At SkOVH (Xxx) JQT gROAD RX4 $0, PINE og N PINC 03 PAQVIDC UPLIFT CONNECTIONS AT 3CARINGI:A3 INDICATCD. UPUrT i =9 2000 V I Loct I + ++ #2 HIPOR COMMON TRUSS UPLIFT 3ASCD ON 10.0 PSF TOTAL DEAD LOAD,,. VIND SPEED m I 10 HPK MEAN HaT,a 17,5 M,ENCLUSED (SIC) + VIND ANALYSIS ALSO COMPLIES VITH SOUTH rLORIDA #1 HIP TRUSS MUM CODE FOR 120 MPH AND 3o,o rT MEAN H&IONT. PAOVIDC UPLirT CONNECTIONS AT 3CARINCS AS INDICATED. UPLIFT soon 430# + ++ upur SASCD ON mo Psr TOTAL DEAD LOAD. WIND SPEED a IZO MPK MEAN HOT,a ZZ 6 rT. ENCLOSED (SIC) YIND ANALYSIS ALSO COKPLICS VITH SOUTH rLORIDA 71 MAX, (R F. LAYOUT) DUILDINO CODE FOR 120 MPH AND 20.0 FT MEAN NCIGHT, x (2) 16d TOENAILS, xx (3) 16d TOENAILS, OR xx TRULOX WITH 4 NAILS AS PER DRAWING 11 1.58, 989/R. 1.U4 txl m )K X + 51 1 7 t OVER 2 SUPPORTS END AND CORNER JACKS HIP JACK CoMer Set Detail (A) 2%6 OR LARGER SO, PINC #Z VALLCY RArTIER (1) 2X4 $0. PINC m3 CpIFPLC.( MAX HEIGHT to-3o) (C) IX4 SO, PINC vi eIPPLC (MAX HCIGKT. (D) 0 OR LAROCR SM ?INC It VALLEY:kATfiDt m-16d NAILS, A) TOENAILED. NOTC1 VALLEY RAFTER (D) MUST NOT SC 01%,4 ZS SIZC THAN THAT or VALLEY RAFTER (A) s, 4 4 �5 0 NOTCi REFER TO VALLEY DETAIL SHECT FOK4PPORTING TRUSS )RACINC DETAILS, PLYWOOD S , I ,� HEATHING (3)-16d NAILS, (B), (C) MAX HEIGHT WITH IX4 IT' BRACE: IS 91-10, TOENAILED. (B), (C) MAX HEIGHT WITH 2X4 IT' BRACE: IS 111-21 FOR IX4 AND 2X4 IT' BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. SUPPORTING TRUSSES FASTEN IX4 IT' BRACE TO CRIPPLE WM 8d NAILS AT +1 O, C, 2 24, 0. C. MAX SPACING rASTEN ZX4 IT' BRACE TO CRIPPLE WITH 16d NAILS AT 41 O, C, GIRDER x IN LIEU OF PLYWOOD SHEATHING, 1X4 CONTINUOUS LATERAL BRACING (HCM-FIR OR BETTER) AT 241 D. C. MUST BE ATTACHED TO THE UNDERSIDE OF THE TOP CHORD cr*THE TRUSSES SUPPORTING THE VALLEY AREA. THE CONTINUOUS LATERAL BRACING MUST EXTEND AND BE ATTACHED TO THE FIRST TRUSS THAT HAS SHEATHING DIRECTLY COMMON TRUSSES e E4' 0, C. ATTACHED TO THE TOP CHORD, AT CACH END OF THE VALLEY. ATTACH CONTINUOUS LATERAL BRACING TO EACH TRUSS WITH (2) Od NAILS, NOTEi THIS OPTION MAY ONLY BE USED IF THE SUPPORTING TRUSS HAS BEEN DESIGNED WITH PURLINS AT 241 O. Co SPACING ON TOP CHORD. t 94, C.C. AV (A) YALLCY AAMAS (0-14d NAILT, TOCKAILC11 Tl CRIPPLE INTO RIDOC 3W2 m-,I" 7 H791 i NAICS 0) (A) HAIL: 4"_O' MON TRUSSES e 241 0. C, TYPICA _7 FRA:YMG PLAN (C) ((IV-144 FAIL3t TOCHAILCZ (TYPICAL) ZN44 (mrMOD VCATHINd Cu#c=Im Valley .Raftl�ll TAM TOP COUS PU UCCIrICATIONS X Cm-ltd HAIMSCHAIM Tww CAIPP" ?6yv= Detail TOP CHORD ZX4 SP m2 YA=va )RAGUO r X4 070 1 PACING, %X4 13 Htg-fllt tit )CTTEK"' 30T CHORD ZX4 SP NZ, W Spr 92, ZX3(x)' Sp 02, OR ZX3(X) Spr it S VIX C USF6 ATTACg VITH VC3S 2X4 SP #3 PAC NO KAY 31 441 N A DRAC NO MAICRIA1. To I SUPPLItD AND T - OTHTCNes To A tvItAng SUPPORT sy wt ++ ATTACH EACH VALLEY MEMBER TO rACHtbhORTING TRUSS 1 0 'u 'v a VITH (1) 16d NAIL FOR 100 MPH AND%4-16d NAILS rOR FOR vALLtY VtRTIM3 THAT ARC OVER. 71-V CALL OKY IX4 110 MPH, TOENAILED (SEE DETAIL)t ; JJPIAIrT BASED ON *Tf )RACr, ;AKC O-WC AS WEI XCXIM ATTAT g VIT9 ed 131 MEAN HEIGHT, ASCE 7-88, AND MINI YX Spse TOP RAIL; AT f# 0-Q 3A4:H4 KAICAIAL TO 3C ZUPNICD )Y CHORD DEAD LOAD. =nak =TA4Tc& Xx LA90CR SPANS HAY BE BUILT AS LONa At THE VERTICAL M:KX V%L= YritTICAL HCIGHT KAY NOT EXCEED W We HEIGHT DOES NOT EXCEED 121-01, NOTE, BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN, SUppOKTIX4 TRUSS TOP CHORD 3RACING TJtU:S Irop CHORDS UNDCR VALLCY SCT XU:T KAVC :HCATWiNO x 2X3 MAY BE RIPPED FROM A ZX6 (PITCHED OR SQUAR0. ATTACM To THEN WITH NAW VACCI) PER CODC ACQUIREXENTS, USC tX4 CONTINUOUS LATERAL 3RACCS AT 14' 0-C- KAXIKK LATCAA4 3AA= ARC TO )C #3 Hcm-nR OR JCTTCA ATTACHED T13 TRUSS TOP CHORDS WITH (9) Od HAILSs LATCAA� )RACC3 <1) 16d NAIL NUST CXTCNV 10 AND IC ATTACHCD TO THE rTR:T TAUS: THAT CVT FROM U6 OR TOCHAILED ++ PAS fWCATHINO DIRCMY ATTACHCD TO TKC TOP CHOAD, LARGER.AS REQUIRED, PROPCALY ATTA00 VALLEY TAWSES MAY IC USED 18 LIEU Or TO THIS OPTION KAY ONLY 3C V:CD ir THC TOP cwoxp or TXC $UPPORTIM4 TRUSS HAS 3UN DCSICNCD WITH PUA41NS AT 24' D.C. CONNECTION DETAILS >SGUARC CUT B BOTTOM OTTOM CHORD COMMON TRUSSES 2 24' C. C. VALLEY PITCHED CUT BOTTOM CHORD YALLEY 16-0-0 (XX) A PARTIAL IMAIMG PLAN 6-0-0 (MAX SPACINO) Z;PACINO)t Trussed Valley D etail NOTE TYPICAL RECOMMENZE BRACING R SINGLE PLY -ATTICS. "--'R�-�ER TO INDIVIDUAL ENGINEERE;�',J-$bRAWINGS + = 2X6 STRONGBACK rOR 2COUTRED BRACING# W/ 3-166 NAILS. 2x8 #i DENSE SYP SCAB ONE FACE W/ 12� p- 81 0, C. + i + v 777 7 7 L At-tic Truss Bracing Detail THIS DRAWING SPECIFIES REPAIRS".'FOP A TRUSS WITH BROKEN WEBS. V. *1 vAgNin THIS DESIGN IS VALIDbON41Y FOR A SINGLE PLY TRUSS WITH DAMAGED VEPS 2x4 SIZE AND-#3 SQ7,:PINE GRADE. IN ADDITION A MAXIMUM OF ONE BREAK PER WEB AND 2 BROKEN WEBS PER TRUSS ARE ALLOWED- CONTACT HOLMES LUMBEK FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. 0 . <B) a DAMAGED AREA 121 MAXIMUM LENGTH OF BREAK- IN WEB. (S) x (2)-2x4 SO. PINE 03 SCABS, MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF1 1, 68' + LENGTH OF DAMAGED AREA (B). MINIMUM OF 34' ON BOTH SIDES-OF THE DAMAGED AREA, OR 2, SOY. OF THE ORIGINAL WEB LENGTH, ATTACH ONE SCAB TO EACH FACE OF THE VEB*-WITH A DOUBLE 34# IN. ROW OF 10d COMMON WIRE NAILS SPACED 4' O. C. STAGGERED, .3 MIN. Broken' Web Repair Detail NAILINC rOR TRULOX PLATCSI 0. 101' X t.375' TRUSS NAILS OR COUAL- CIRCLED NUMBERS ;HOV NUM3M*OJt NAILS RCOUIRCDo. OR FILL ALL HOLES, NOTEi THE APPLICATION Or TRULOX NA14 PLATCS MUST BE SUPERYI:ED BY THE TRUSS MANUACTURER OR BUILDING NOTCs Rim TO WINE DESIGN rQR SUPPORTING TRUSS, ADDITIONAL HAILING MAY BE REQUIRED rOR 14ULTI-MCHBER SUPPORTINa TRUSS. NOTEi CHORD SIZE Or BOTH TRUSSES MUST EXCEED PLATC WIDTH CHART # I AND CHORD LUNDCR OF BOTH TRUSSES MUST BE SO, PIKE, CONNECTION TRULOX NAILS DOWN OR UP PLATE A 600# . 3X6 6 3M lzuu# 3XIE IE XTRULOX NAIL PLATE SUPPORTING TRUSS 60' KAX, TYPICAL CHART #2 CONNECTION TRULOX NAILS G A DOWN OR UP PLATE A ) ---600 -:3X6 6 A '800 8 000# 1 V 0 0 A Tr ON u 12 2- A 5XIE 6 ISO Sy 14 is P-000#- 6X20 20 tp ��pl ti on Trulox Conaec Detail ca va me D T FNS T QNS EAS19 q9RS -1 MODEL AVG to as an CARRYING CARRIED NO W H MEMBER HMER ULT to to an on pm am -HUS26 11-1/815-1/8 3 1 14-16d 6-16d 10000 DOUG FIR-LARCH/SOUTHERN FINE ALLOWABLE LOADS UPLIFT, UjLIFTj FLOOR-1-SNOW I-CONST I WIND 122) , < 60� ( 100) ( 115) HIM 1 < 133) 1550 1.550 1 2%.5 1 2950 3205 1 3315 SPRUCE-PINE-FIR ALLOWABLE LOADS UPLIFT, UPLIFT, FLOOR SNOW CONST : WIND 1390 1550 2115.3 1 2475 2540 1 2580 1 1. UpLift toads have beem lncreasgd� 33% and 607, for earthquake or wind loading with no further increase aLLowed. 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In 4AU pamov=wr-)zwar Y&pue"smoqs UcRe4sm '14-10.09 C1.01,e"qmxuowe Affewm*,A S*Gucq os�xm QQS vmmr;q pam3o&me vsn-4mynyism -ins slop POIGW'Ma"pw--w-sv popr*P00 pue pzw-ptqs ME 9811MENESS SOMME INNER IM OWN OR R_ R R_ R.- 111111111 n7 JIM M LT, A..., .77, Z,l V4 41 4 ffr Rim ME, m. mmmmmm m MAIM, ..... ...... ............. NK bi" I m 1-S ........... M m VAL"I.li&�A Ulm- 4.0- '01 "Y' 12. loll mm MOEM no -go lul I mm Moor W- BEACHES HABITAT HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 mm RHVVj& RMUN114 M%wo, WAC LOADS Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 4-16-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 4-'16-99 Page 2 Project Summary Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan 1 Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.719 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,334 Btuh 23.334 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,900 Btuh 15 % Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and frmWeatherData base may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,Aprii 16,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Beaches Habitat Ocean State Htg&A/C Neptune Beach,FL 32266-1798 4-16-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 1,112 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,322 1,980 1,310 3,290 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1,00 Building Load Totals: 23,334 2,900 16,869 19,769 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.719 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,334 Btuh 23.334 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,900 Btuh 15 % Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and frmWeatherDatabase may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 16, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 4-16-99 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 1 OD Door Wood Solid Core 38 787 0 430 430 12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 21400 Lighting: 0 0 0 Ductwork: 0 1,112 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,322 1,980 1,310 3,290 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,334 2,900 16,869 19,769 Check Figures Supply CFM: 767 CFM per square foot: 0.719 Square feet of room area: 1,066 Square feet per ton: 583.902 System Loads Total heating required with outside air: 23,334 Btuh 23.334 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,900 Btuh 15 % Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and frmWeatherDatabase may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 16, 1999 1 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 4-16-99 Page 5 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adi Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- I Master 176 5,507 72 0-0 3,594 884 163 1.00 163 163 Bedroom/Bath 2 Bath 2 100 2,250 29 0-0 2,101 212 96 1.00 96 96 3 Bedroom 3 137 2,195 29 0-0 2,054 407 93 1.00 93 93 4 Living Room 233 6,522 85 0-0 3,328 648 151 1.17 176 151 5 Dinette 105 3,056 40 0-0 1,209 236 55 1.30 71 55 6 Kitchen 98 1,285 17 0-0 2,350 106 107 1.25 134 107 7 Bedroom 2 217 2,519 33 0-0 2,233 407 102 1.25 127 102 System I Totals 1066 23,334 303 16,869 2,900 767 861 767 Main Trunk Size: 12x1 2 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,900 19,769 Recommended: 1.826 77%/23% 16,869 5,039 21,908 System#1 Equipment Data Heating System CoolincLSystem Friday,April 16, 1999