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Permits 1260 Linkside Dr (vault Folder) C11� ... tp CITY OF ATLANTIC BEACH j� 800 SEMINOLE ROAD u ry ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Y_ Air Application Number . . . . . 03-00027118 Date 10/21/03 Property Address . . . . . . 1260 LINKSIDE DR , Tenant nbr, name . . . . . . REPLACE WATER HEATER Application description . . . PLUMBING ONLY ' Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----- ------- --- -- --- ---- -- - - - --- -- - ---- -- - ---- -- SGRO, JOHN ALL-CITY PLUMBING 1260 LINKSIDE DRIVE 4837 ATTLEBORO STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 381-0185 --------- -- -- --- ---- --------------- ------------ ---------- ------- - ----------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due -- ------- -- - -- - - - - --------- - - - - - --- -- --- -- -- -- - ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL r CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION - Date: �CA-. 3 Job Address: Owner of Property: �1�N �c� 2..� Telephone: Plumbing Contractor: Contractor's Address: oii �`'-4 a -4 ti Telephone:Q( `- s Fax:Q 9``k I 1c(s,- 3�' State License Number: LF,Q- IQRIIQ How many of the following fixtures (re-piped or new): Sinks Showers Water Lavatory --l—Water Heaters Hose Bib Bathtubs Dishwashers Sewer Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures. x $7.00 + $35.00 = �_ ` � -' .(Minimum Permit Fee: S3S.00) Signature of Contractor: Kl. A Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Cit of antic Be Wi RECEIPTa Oger`: CKDUIIVO Type: CC Drawer: 1 Date. 10/21/03 01 Receipt no: 5438 DescYngtion metal City Mount 2W3BP BUILDING PERMITS 1.00 $42.00 2003 27118 BP BUILDING PERMITS 1.00 $42.00 Tender detail CK DECKS 5994 $84.00 Total tendered $84.00 Total payment $84.80 Trans date: 10/21/03 Time: 14:17:36 ADDRESS BUILDING PERMIT NUMBER_ INSPECTIONS FOO'I'INl3- _._ SLAB-_____._.____-._.__.._....____._.___._._ FRAMING. - - COVER UP---`� '-y INSULATION_ FINAL BUILDING__L'? CERTIFICATE OCc__�^^l7-_� �_ ELECTRICAL PERMIT INSPECTIONS FINAL --- — / --9-/- ------ --- MECHANICAL PERMIT # �(c� _—_---_------ PLUMBING PERMIT #_____ �?? NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24359 Address: 1260 LINKSIDE DRIVE Permit Type: RIGHT-OF-WAY/DRIVEWAY ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/27/2002 Name: . .JOHN'SGRO Total Fees: 25.00, Address: 1260 LINKSIDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date"Paid: 6/27/2002 Phone: (904)781-4941 Work Desc:. DRAIN PIPE EXTENSION TO DRAINAGE RETENTION AREA CONTRACTOR(S) -_, APPLICATION'FEES PROPERTY OWNER' 25.00 -qra b rr � .a# "4+ a�7.71xxFxi .A4h'e" ✓Iry MOR L• yuk -r •>�"kr• s w r .t r r d Y�a„ �^• PAF��a N.IjJ�� � �y� "t'T+t' '� a s x�;�...$s �� r� 'r p�.r^,,�k�• �xsl ���rs�� e,�'ink. �'� '-ercf�`"�'w�M„�'xt?-A �`�1�' �,'"`„���'°i�'�W _ }�dA-F C '� 4 'Y,. C r 1i "ixi'�t �$�i� ..fx"F°iN� i�`.`'V{'i�x••i ��r`�+'�'�uTH 'r e �?4+��-ed y�'ii e r ,� ,,,e"'�'t* -a:. .+v ' ► "'i'r�'a•' �.Hfi"" ro ` ,,, ea ,, „r"r, reu ' r xe§' '".t'"4v+�4 .+ w�''A'a^ ia1+' wR' , ti.i+ 4z 3}e t:n`x +�{�,' a'wY. �'q� } 4^ .,�C, 7r' ' y ; ' '€ " l"P�°''"6 7�Yf r' YY ti' "�� '`M�Atr ti,`:" eP+Y •�s' t3'dra�'ai.•�a^xFn? w "4 r :. .��� - ��C �+� .ya ',�•'s.i h rk't�f 'sy �' 7 > ��i..rd«+i '� 'y.^ � 'S• rt�x r'?•°'r s l,: � ? '! }-.Y^.,.. pica .. «;�; �s .....,� .� },,, s,.•�,, ��i w N�ra;,.",.i« ,•si r,,., ' � '5�• .t-7(� I F ri} YaG4i{v w. ".* avYl ttv .»r:'iv`G't"Nw�iao.Z;�`,1t�, �ss�, r"•�±. ,�i.',4�"�"'�'tFr xx.� .. .. f � �� Y� �' .t 4 wrr !`$ f+ r• r 4'`': 67a-k.�`�y���a r '�t� am �i•.f� t3�•u,,�M1 ��rr �'�e y ��F :�`w' . R",,� r s t N "`� �rt y}�:f�v rot•._.r.�L� '�`W^'�m .�� y,uk'°}�' � �a,�r � }r ,� x� 7�'�,„� �� ' � k; .�^ �t�'i � T'+'R' w�' `�M+Y „++KM+^'` �;{ ""r4��7� y" li x r� � kNr`✓a� ��� t "'3 W. � LM 1 �'y'is F1' T d I� L!� K� f•�'N,� S[Y" N 2.. a„•`� .�a.,Mn'-.NN . c � r �r s��+ � �, �.�} � � u r r rs t •f „�� � m r. !�!t..� }s ,y� .r 4L' '., ty ,�tf4+'a- NRSra"tPits y ,^,K-'ti,ri6z�wiF,'_ gei'r MNYp l.k rr R NOT N . Yste s k :h4 f: ! t a xAi r. 1 I}5 r ci'}rt'{'ti N ii "S ,w a-t'•3 t,. BLMILDING MATEAlll "� It e n , k � � � ItP'ACE, AND . MUST BE CLEAREE ' Il .., N4- ' �Ltetr ru x$ r L s`Tit' �`�`'el r FIX - d rt FA f,r '``xr� w.r.ft"v'r WAN N5 ,,FAILURE TO CON L" ) - IME r t a,.. , . E PROPERTY OWNEF `; y . I2 , r • �. x`r ' ISSUED ACCORDING TO AIS . ° I� M BJECT TO REVOCATION FOR VIOLATION OF APPLICAB L 21 = _ . ■yam ..M .� Vote: 6/?Ni2 01 " R Ik9p t.so: 69031 14 ' . PEtIIrITSr1i�ILDING 1 0'15.60 ATLANTIC BEACH BU1 DING.DEPT. 1260 LIM IDE DRCA ca $25.09 'Grans date; 6M/02 Time: 15:33:31 RECEI'AED r" CITY OF(ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS l�'�iJ j� DATE PERMIT NO. ISSUED BY cl IC CSC JOB ADDRESS At� ,fc VJij Jni PERMITTEE ADDRESS ✓e TELEP ONE NO. - Q REouESTIN PERMISSION F OM THE CITY OF ATLA C BEACH TO CONSTRUCT C LOCATIONS: (REFEREN E TO CROSS-STREET) cat ly I APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAIND C ( j EXISTING UTILITIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. JUINA LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITI S/MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES ( ) NO DATE: r. h BELL SOUTH TELEPHONE COMPANY YES ( ) NO (> DATE: FERRELL GAS YES ( ) NO ( !j/ DATE: —Building and Ztymiftg MEDIA ONE CABLE TV YES ( ) NO "XX DATE: Z. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL. OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH ORQOXIDA D PA NT OF T NSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OFA - m(k� (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT (Ll�l ' ELEPHONE 3NO. OS-3 � - 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. 5. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATI A a THIS PERMIT, v 7. THIS PERMI( ' � OF SAID PES �� �� �v I " � sFROM THE DAY MORE THANw"x v DATE IS WITH THE DIRECTOR AFFECTlim THEA. 8. IT IS UNDER THE EXTENT t USED 8Y THE HOLDER, A o� AND SAVE �p-- HARMLESS T,-,' ,, EXPENSES A, OF THE AFORESAID j ma 4 4 9. THE DIRECT-a', v (•` • `,z, z + rR" .. ", a ,", -'�,'*'"'k'? :aRTING WORK AND AGAIN SUBMITTED BY: � � SABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY NOTARY PU 49 M ABA 14ft-NOTARY+ MAP SHOWING SURVEY OF GOT // 5EC.V4 L/n./KS 106 UAJ 1.7-- / AS RECORDED IN PLAT BOOK 4¢ PAGES 23 0 Z3A OF THE CURRENT PUBLIC RECORDS OF ouv4 4- COUNTY, FLORIDA. CERTIFIED TO moa ��ITE NOMEs Are4wy L. 002iA'n/ FA/RF/EGL C11441,/0/4e A.SSOG• F/RST A c-fER�G'4.�/ Ti rG� /n/SuQA,c.AC� . OMPA i.lj( s 1V• 83 '42 '00"E. 50• L.S 0 3/45 Q 73.0' I(Z"L OIF 985'7 I(.•Z'• • /00.0' 2.8-- 6447. /7) 0 LOT A 16 r . m m m IC 05 LJ/A 4 3' L OT #- /ZGO /0 9.7 4� rn &'u-)000— 1.1' I4.5' W 3 q Q 9.¢• b' 'PAT/o= ' iv � 01 LOT o o /3 t9 c.S.id-3145 .CITYOF ATLANTIC BEEACH BUILDING OFFfCE Pow OF SSC. /7 JUN 171 1 LOT 14 PECNEC�eo Ju E /3• /99/ TO SA40t l /MP.F0VEA4�=_v7-S. (ALL CO2*AJe2.5 Fouwo. LEGEND DATE M,4v 10.199/ NOTES: ■ DENOTES CONCRETE MONUMENT SCALE 12 ZO' X DENOTES FENCE JOB N0. 9(--79 O DENOTES IRON PIPE SET 1.Bearings are based on RECO¢D F'C.AT' 0 DENOTES IRON PIPE FOUND 10007 g X DENOTES CROSS CUT 2.This is a b o c/ v<t e y survey. 3. Elevations shown thus (15.0) refer to N.G.V.D. of 1929. Richard A. Miller & Associates, Inc. 4.Subject property lies within Zone 'A E' as shown on F.I.A.Flood Hazard Boundary Professional Land Surveyors Map ��'o Community No. /20075 11330 5 St.Johns Industrial Parkway North dated APR-17, 1989 CNJAJE 4-1-ev. ,,) Jacksonville,Florida 32216 5.Unless otherwise noted,any portion of the subject parcel that may be deemed as Wetlands (904)642-833 by State or Governmental Agencies, has not been determined and any liability resulting I HEREBY E IFY 1 T THE SURVEY SHOWN HEREON MEETS�JHE MINIMUM therefrom is not the responsibility of the undersigned. TECHN AL TAN S SET FORTH BY THE FLORIDA BQAI OF LAND 6.There may be Restrictions or Easements of Record evidenced by title examination that have SURV P�R NT TO SECTIO 472.027,FLORIDA STATUTES. not been shown hereon. / NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL CHARD A. MILLER P. .S. CE 0. 3848 CHK. By F.B. T/3 PG Coo CITY OF ATLANTIC BEACH �Z f MECHANICAL PERMIT APPLICATION O� Date:iIZ ( (05 Owner of Property: Job Address: n de" Contractor: Mn LQ Q C rlecm A rip- RipnCW, i In consideration of perrrAi given fbi 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 ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. Electric IS OTHER CONSTRUCTION B ING DONE ON THIS ❑ Gas: _LP _,Natural ,Central Utility BUILDING OR SITE? h _ �A ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK Residential or Commercial INSTALLED New Building (Provide complete list of component,on back of this form) � Existing Building Heat _Space _Recessed N Central _Floor Replacement of existing system Air Conditioning: Room Central New Installation(No system previously installed) Duct System: Material Tic Hess ❑ Extension or add-on to existing system Maximum capacity cis ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers Cl Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) A encu MmAft 9, HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU) A!ency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road a Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 a Fax:(904)237-5845 a httu://www.ei.atlantic-beach.fl.us 1114/03 CITY OF ATLANTIC BEACH s 800 SENIINOLE ROAD J W, ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026461 Date 7/09/03 Property Address . . . . . . 1260 LINKSIDE DR Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ---------------------- ------------------------ SGRO, JOHN OCEAN STATE HEAT & AIR 1260 LINKSIDE DRIVE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ------------------------------------------------------- --------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date Valuation . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Ilk BUILDING OFFICIAL 4 SN : 1596 808 BRITS HOMES, INC. PLAN 1512 SQ. FT'. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential. Point System Method . "Version 1 . 0 January, 1991 Department 0f. Community Affairs Printout generated by EPI91 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , '1991 ---------------------------------------------------------------------------------------- PROJECT NAME: ( PERMITTING OFFICE: _�ZGIxx!uTl� -6EACif/ AND ADDRESS: � -. ------------ LUT // CLIMATE ZONE: 1 2 Q BUILDER : PERMIT NO. : OWNER: _----- �_.____._____.__.______ �I J U R I SD I CT I ON NO. : -------------------------------------------------------------------------------------------- COMPONENT: DIMENSION : VALUE: RATING : VALUE: OFFICIAL CHECKLIST STRUCTURE TYPE: Single-Family PREDOMINANT EVE OVERHANG Length: PORCH OVERHANG Length: 12 . 00 WINDOWS Double Clear Total Area 1917 . 00 All Vertical Glass Total Area '197 . 00 All Skylight Glass 'rotal Area . 00 WALLS Ext Wood Frame Area - 1222 . 00 R-Val : 11 . 00 Adj Wood Frame Area : 141 . 00 R-Val . 11 . 00 -------- -------- DOORS _ Ext Wood Area : 21 . 00 Adj Wood Area : 19 . 00 CEILINGS FLAT Under Attic Area : 1580 . 00 R--Val : 30 . 00 FLOORS Slab-on-Grade Perimeter : 200 . 00 R-Val : . 00 DUCTS Unconditioned Space Length ALL R-Val : 5 . 80 COOLING Central A/C SEER: 9 . 60 HEATING -------- -------- Heat Pump HSPF: 7 . 55 TT HOT WATER ________ -------- Electric EF: . 90 Bedrooms : 3 . 00 ---_ --- -------- I N F I LT RA'r I ON ------ -------- Conditioned Floor Area : 1512 . 00 Pract : 2 . 00 AS BUILT POINTS / BASE POINTS * 100 - EPI 28 , 278 .49 29,404 . 63 95 . 1 '7 GLASS TO FLOOR AREA RATIO - . 1303 t rrtif haat of (Orrupaury CITY OF OMM& N"4-Brei Eruttrt ent of 'Suildirtp Atopprtimt This Certificate issued pursuant to the requirements of Section 109 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. Dx Classifxatiom Bldg.Permit No. Group,' - Type CMWUC60n__i_ a.�Firc District_ -- Owner of Building = Address Buildigg Adflreu r, tocalitp 0 By BuildingOfficial 1. Date: rotr �H x ooncf�cuouc rucc In Accordance with Sec . 553 . 907 F .S. , Review of the plans and specifications I Hereby certify that the plans and covered by this palculat•ion indicates specifications -goverod. by this calcu- compliance with the Florida Energy lation are in compliance with the I Cone. Befare construction is completed Florida Energy Code. this Building will be inspected for compliance in accordance with Section I 553 . 908 F.S. OWNER/AGENT __- - ....... BUILDING BUILDING OFFICIAL -------------------- DATE: ----------------------- I DATE: **` PRESCRIPTIVE MEASURES (Must be met or exeAded by all residences) ** COMPONENTS-----^SECTION REQUIREMENTS WINDOWS 904 :1,----Maximum~of^0 . 34 -CFM-per-linear foot of operable sash rarack. - -_----- . ---- - . - EXTERIOR & 904 . 1 Maximum of 05CFM per sq . ft . of door area . Includes ADJACENT DOORS sliding glass doors , solid core, wood panel , insulated , or glass doors only. EXTERIOR-JOINTS--904 . 1 --- ToVbe~caulked ,-gasketed , weather stripped or other-- & CRACKS wise sealed. -------------------------------------- WATERHEATERS 904 . 2 Must bear -label indicating compliance w/ASHRAE stand-, and 90 or comply with efficiency and standby lass re- quirements . Switch or clearly marked circuit breaker (electric) , or cut-off (gas ) must be provided . An external or built in bleat trap must be provided . SWIMMING- -------- --------------------- -- -� - POOLS 904 . 3 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 minimum thermal efficiency of 76 - -- - - 4___ HOTWATER 904 . Insulation is required only for recirculating systems PIPES In such casb94 piping heat loss shall be limited to 17 . 5 BTU/H/Linear Ft . of pipe. SHOWER-HEADS----- 904-&-_.--Water flow must be restricted to no more than 3 gal-- Ions per minute at 80 PSIG . HVAC DUCT 903 .-2 ----Constructed in accordance with industry standards & CONSTRUCTION 904 . 6 local mechanical codes . ducts in unconditioned space must be insulated to minimum R-4 . 2 & Joints must be sealed . - S 9047--- - HVAC CONTROLSeparate readily accessible manual or automatic thermostat for each system . ------------------------------------------- INSULATION904 . 9 Ceilings minimum R-19 . Common Walls - Frame R-11 or CBS R-3 . Frame Common Ceilings & Floors R-11 . TT. ** 114FILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS PRACTICE 42 Comply with Practice #1 and the following , Exterior Walls & Floors Top plate penetrations sealed . Infiltration barrier installed . Sole plate/floor Joint caulked or sealed . Exterior Walls & Penetrations , Joints and cracks on interior surface Ceilings caulked , sealed , and gasketed . DuctWork Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion air , doors , and flue dampers . Exhaust Fans Equipped with dampers . Combustion devices see 903 . 2 (f) Combustion Appliances provided with outside combustion air . Vr. SUMMER CALCULATIONS -- BASE --_ __- AS-BUILT GLASS-.____._____:-____ � ORIEN AREA x BSPM = POINTS TYPE SC 'ORIEN AREA x SPM x SOF _ POINTS N 106 . 00 38 . 3 4059 . 8 DBL CLR N 50 . 0 38 . 3 . 93 1778 . 2 DBL CLR N 56 . 0 38 . 3 . 63 1348 .4 E 16 . 00 79 . 7 1275 . 2 DBL CLR E 16 . 0 79 . 7 . 95 1216 . 2 S 54 . 00 66 . 2 3574 . 8 , DBL CLR S 24 . 0 66 . 2 . 91 1439 .2 DBL CLR S 30 . 0 66 . 2 . 94 1861 . 9 W 6 . 00 79 . 7 478 . 2 DBL CLR W 6 . 0 79 . 7 . 87 417 . 6 NW 15 . 00 57 . 7 865 . 5 DEAL CLR NW 15 . 0 57 . 7 . 71 617 . 2 -------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1 , 512 . 00 197 . 00 1 . 151 10 , 253 . 50 11 , 804 . 54 8 , 678 . 71 NON GLASS------ --___- AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS--____---------------- Ext 1222 . 0 . 9 1099 . 8 Ext Wood Frame 11 . 0 1222 . 0 1 . 70 2077.4 Adi 141 . 0 . 7 98 . 7 Adi Woq§ Frame 11 . 0 141 . 0 . 70 98 . 7 DOORS________________ Ext 21 . 0 6 . 1 128 . 1 Ext Wood 7.1 . 0 6 . 10 128 . 1 AdJ 19 . 0 2 .4 45 . 6 AdJ Wood 19 . 0 2 .40 45 .6 CEILINGS-------------- UA 1512 . 0 . 6 907 . 2 Under Attic 30 . 0 1580 . 0 . 60 948 . 0 FLOORS-___.______-___- � Slb 200 . 0 --37 . 0 --7400 . 0 Slab-on-Grade . 0 200 . 0 -41 . 20 -8240 . 0 INFILTRATION---___.-_._ 1512 . 0 8 . 0 12096 . 0 Practice 42 1512 . 0 8 . 00 12096 . 0 TOTAL SUMMER POINTS 18 , 779 . 94 15 , 832 . 51 TOTAL x SYSTEM - COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ( COMPON RATIO MULT MULT MULT POINTS 18 , 779 . 94 .42 7 , 887 . 57 1 15 , 832 . 5.1 1 . 00 1 . 104 . 35�fi, 1 . 000 6 , 225 . 06 WINTER CALCULATIONS -- BASE --- ( --- AS-BUILT --- GLASS________________ { ORIEN AREA x BWPM = POINYS { 'TYPE SC ORIE14 AREA x WPM x WOF = POINTS N 106 . 00 7 . 3 '173 . 8 { DBL CLR N 50 . 0 7 . 3 1 . 11 403 .4 { DBL CLR M 56 . 0 7 , 3 1 . 58 646 . 7 E 16 . 00 -9 . 2 --147 . 2 { DBL CLR E 16 . 0 -9 . 2 . 86 -126 . 8 S 54 . 00 -28 . 4 -1533 . 6 { DBL CLR S 24 . 0 --28 .4 . 96 -653 . 2 { DBL CLR S 30 . 0 -28 .4 . 97 -828 . 3 W 6 . 00 -9 . 2 -55 . 2 { DBL CLR W 6 . 0 --9 . 2 . 65 -36 . 1 14W 15 . 00 4 . 6 69 . 0 { DOL CLR NW 15 . 0 4 . 6 1 . 67 115 .4 ------------------------------------------ . 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS { GLASS AREA AREA FACTOR POINTS POINTS { POINTS . 15 1 , 512 . 00 '197 . 00 1 . 151 -893 . 20 -1 , 028 . 31 { -478 . 82 NON GLASS-__-____-____- { AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS -------------------------------------------------------------------------------------------- WALLS-___________.____. { Ext 1222 . 0 2 . 2 2688 . 4 { Ext Wood f=rame 11 . 0 1222 . 0 3 . 70 4521 .4 Adi 141 . 0 3 . 6 507 . 6 { Adj WooSl, Frame 11 . 0 '141 . 0 3 . 60 507 . 6 DOORS__._------------- { Ext 21 . 0 12 . 3 258 . 3 ( Ext Wood 21 . 0 12 . 30 258 . 3 Adj 19 . 0 11 . 5 218 . 5 { Adj Woad 19 . 0 11 . 50 216 .5 { CE I L I UA 1512 . 0 1 . 2 1814 .4 Under Attic 30 . 0 1580 . 0 1 . 20 1896 . 0 { FLOORS-----_._______-_- { Slb 200 . 0 8 . 9 1780 . 0 { Slab-on-Grade . 0 200 . 0 18 . 80 3760 . 0 { INFILTRATION----_____ { 1512 . 0 7 . 4 11188 . 8 Practice #2 1512 . 0 7 .40 11188 . 8 TOTAL WINTER POINTS { 17 ,427 . 69 { 21 , 871 . 78 TOTAL x SYSTEM - HEATING { 'TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS { COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------ 17 ,427 . 69 . 58 10 , 108 . 06 1 21 , 871 . 78 1 . 00 1 . 104 .451 1 . 000 10 , 694 .43 WATER HEATING -_ BASE AS--BUILT NUM OF x MULT ' - TOTAL TANK VOLUME EF TANK x MULT x CREDIT 'TOTAL BEORMS ' ' ( RATIO MULT . , _ 3 3803 . 0 11 ,409 . 00 50 . 90 1 . 000 3715 . 7 1 . 00 11 , 159 .00 SUMMARY --- BASE -_- ( --- AS-BUILT --- COOL114G HEATING MOT WATER TOTAL COOLING HEATING HOT WATER TO'T'AL POINTS + POINTS + POINTS - POINTS POINTS .+. POINTS + POINTS - POINTS 7887 . 8 10108 . 1 11409 . 0 25 , 404 . 63 6225 . 1 10854 .4 11159 . 0 28 , 278 .49 * EPI - 96 . 17 fiT. . i I� i OF i Ag'r 41woaa f ,ms's 16`a G. i `-2 6 'PC G- � •fir •• .. � ��^ i� r.7"�..�+��• �II -- _ • - -ter����- F I FS E R G L l S---_- �, ri�Rs_ tea.=:TRvs4 _..: - n iti R) _r3E-rr..eR -7 AT T &J-9 a FFIT I i !1 -"� X 4 T A5= �T�'P• 1� o C.--- T.V C C Q- - 1WSUL. I I fi� • I I . 0C. _SL A, Q Ft g - _ Ll C�y L_ i r—_.1- G - � _ o �• _ — �� eT - -- ° _ , - e 3 7-03 .CITY OF ATLANTIC BEACH, FLORIDA a } App.ow0by APPLICATION FOR ELECTRICAL -RtRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:____-5- ^ 14 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. ,� . cq� wo�� ELECTRICAL FIRM: MASTER ELECTRIC116N SIONATURE JOURNEYMAN NAME.AQ.X ADDRESS:_; RFD 80X BLDG.SIZE BETWEEN: G/�I-S1 we el� Com. RES.(K APT.( ) COMM.1 ) PUBLIC,( ) INDUS.l ) NEW OLD 1 ) REW.( ) ADDITION 1 ) TRAILER( 1 TEMP.( ) SIGNS 1 ) 80.FT. SERVICE: NEW fVf' INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZES AMPS COPPER ALUM. �S SWITCH OR BREAKER o76 0 AMPS PH 13 W .234->VOLT I RACEWAY C EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE . LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMPS. 131.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OV[R APPLIANCES I I BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. i H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. ' NO. KV'A NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED .-•.... Gig---a� TOTAL FEESL� ` Aae lw I/ # 3G 90 .CITY OF ATLANTIC BEACH, FLORIDA A Approwdby APPLICATION FOR ELECTRICAL 1i UMIT 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. 1 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN G / NAME.�©��� L° a��,�ADORESS:�iZ O /N,CS�GY E' RFD BOX BLDG.SIZE BETWEEN:// 7, S� /��S�G�e �f RES.(V!ZEAPT.( ) COMM.( ) PUBLIC,( ) INDUS.( 1 NEW(vr OLD 1 1 REW.( 1 r ADDITION( ) TRAILER( 1 TEMP.( ) SIGNS 1 ) SCL FT. SERVICE: NEW (Y(' INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZEAMPS O COPPER ALUM. ' S, WTCHORBREAKER PH 3 W .23Z)VOLT RACEWAY EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.70 AMM. 31.100 AMPS. SWITCHES INCANDESCENT . - FLUORESCENT&M.V. FIXED 0.100 AMPS. OVt" APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0'1 OVER MOTORS H.P. VOLTAGE PHS NO. i H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS. UNDER 600 V. OVER 600 V. NO. KVA IND. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED s TOTAL FEES l a `x 3 [49 DEPARTMENT OF BUILDING CI'Trl OF ATLANTIC$EACH PERMIT INFORKA 104- � ...� » _ *. LUCA"xxon lmpORhA'T`ION -- �*rwi t Numbwx a` �+N !. Addr r : l '6 i INK , I I~i t.z V �'wrwi-t ` "ype s "MEMAN;2CAL ATLANTIC BEACH, FLORIDA 3 ' 33 C.2it d Works s N1E C, - LEGA. DI�S,CRIPTII�N couatr. Types':' O` A E Lot i s a t fan IPro, posed IU *# ��. �`A�kILY �"Qlarxa �a�px !INC: 0 �x ,�]��;rta � I�'+�d�s" �3 Subd�.w��saxa'� �LVB► 'I. TN[IE��t�� It' tiited ,Ylsluv x !O.C10 I Prov. Coot $0.00 1Is►aut #47. 00 Dot Work DO AL HEAT AND ► R SDN _ APPLICATION PmR $47. 00 TER-14PACT' FE 00 G rF'LOR YA sr ",RfE#"" .r' `` F` ' � N $0. 0W„i'l a y< e ,. .. ..,. IL . ■Y1. X0.00 j RA ► � t =00 N �aC WATER TP $0, 00 Adc� e 9+ AC BLVD,'. R'EWR TAP-m x0.00 m. .. �. *0. 00 L.ic�lr>r!r : MNAT2 Typos .'' RwNRP, T°� alt 00 . 'RECH IMPACT, FEE is I ##.an+»� w,aa, anon,..sre..b ,a4 ... 'Pl.d i I NO'[ICE•-AILL CpMC"T,,,, QRM5 AND FOOTINGS MUST BE IN'SPI!CTEO BE#ORE'POURING PERMIT VOID SIX MONTHS AFTER DATE OFISSUE BUII:I?tNG MATERIAL,RUBBISH AND DEE3RIS FROM THIS WORK MUST NOT.BE PLACED IN PUBLIC SPACEt AND MUST BE CLEAREO UP="ANO HAULED AWAY"t3Y.6*fiO4,CONTRACTOR OR Owuto. � �r ► URE .I ITFi THEM CN 1 1�C1 ' .t 1 t. d #N IN `� ~ iTY'+ ' R°' AY�NG TVNI�GE ..!lL 't ' # IIIE'111T&ss "USO ACCORDING TO-APRROVEO ,PLANS WHICH ARE PART OF-THIS PERMIT ANO Su -Wk TO REV 1I ( Ir Ti ON`0FAPPtJCASI:E 'Ri�1?I 1C�I+tS�OF LAW, T Dan .. ATLA ii iC BEACH"6611 440,OFI?AFITM.fN r BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32283 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, 111, and IV. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-division Ii. IDENTIFICATION - To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanicaln Contractors 4 Contractor (Print) 4 Master Name of jt1 Property Owner Siynetura of Owner Signature of ar Author'ised Agent Architect or Engineer III. ilWRAL INFORMATION A, Type of Mating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON }dc THIS BUILDING OR SITE? ❑ Gat—❑ LP ❑ Natural O Central Utility 7V�� IF YES, GIVE NUMBER OF CONSTRUCTION Q on PERMIT Q Other Specify IV. #MCHANICAL EQUIPMIBIdT TO RE INSTALLED pNATURE OF WORK (Provide complete list of components on(beck of this form) t7-- Residential or ❑ Commercial eg-44at ❑ Space ❑ Recessed "citral O floor -New Building dr-Air Conditioning: ❑ Room ate-Central ❑ Existing Building rr AS-Duct System: 'Materia Thicknen ❑ Replacement of existing system Maximum cepecity! c f.m. Lew installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify C] Cooling tower: Capacity 9.p.m• ❑ Fire sprinklers: Number of head ❑ Elevator ❑ Manliff ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Cl,eaAsoline pump (number) (Rpoei.eil) C) Tarlkt , (number) Remarks Q LPG contains (number) Q'Unfired prassure vessel C3 Ieihsn Permit Approved by Dam Q Other Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT C Number Usdts Depergption Yodel Number Manufacturer (WOW) MW W /75 HEATING FURNACES, BOILERS, FIREPLACES Number Unite eo Deripuan Stodel Number t>tactvtra BZ U j WE �a c, TANKS am litany Namlpal cmpecity Type Lqu1d Name of Serial Approving 0d Dlm odooe Contained Xanufactaree No. r MAP SHOWING SURVEY OF Lor S(EC.v4 C.11,1K,5/DE 0&J/7— AS &J/7"AS RECORDED IN PLAT BOOK ¢4' PAGES 23 P 23A OF THE CURRENT PUBLIC RECORDS OF Ouv4 L COUNTY, FLORIDA. CERTIFIED TO moo e'���E NOMES hie LL y L. FA/QF/ELp flV41J0/A1 ASSOG. F/RST Arc-fER�C4.�/ TirGE /�/SuRq,�ACE CoA�iPAn/� s k? / V� N• 8342 00"E. 50.0 L.S 0.3145 75.0' �(2"�•0# •-1(.•2'• /00.0• EStiI ,'7' 1.0ZI•I' � ' G0.QC. N _ DR. .• 2.8' 6447 /7) 0 L OT :• �F 0 _ /z.8 A/G � m m lC o Quel/ ft 1260 � /p r 9.7 4) rn G'waov ,.� /4.5' t LOT c /3 G.s.}13/Q5 JL l-•S.11-3145 5. 83'4Zt�o"W 50.0' APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE Poe. of sec. /7 UPJ 17 91 C-0 T r4 BIL PEC//ECC�t7 Juti/E /3, L99/ TO SNOB-./ /NPQOVEkfEwTS. (A�c COQNE2 5 FOCJc/O. LEGEND DATE MAv /0.1991 NOTES: F-1. DENOTES CONCRETE MONUMENT SCALE /2 ZO' DENOTES FENCE JOB NO. 9 V79 DENOTES IRON PIPE SET 1.Bearings are based on RECO¢D PLgT- DENOTES IRON PIPE FOUND /0007 g DENOTES CROSS CU T2.Thisisa bCUAJog.eII survey. 1 3. Elevations shown thus (15.0) refer to N.G.V.D. of 1929. ichard A. Miller & Associates, Inc. 4.Subject property lies within Zone �A e✓ as shown on F.I.A.Flood Hazard Boundary Professional Land Surveyors Map OCID'O Community No. /ZO07s 11330-5 St.Johns Industrial Parkway North dated AoX-17./999 .�',OAae GLBV• 9) Jacksonville,Florida 32216 5.Unless otherwise noted,any portion of the subJ'ect parcel that may be deemed as Wetlands (�)642-833 by State or Governmental Agencies, has not been determined and any liability resulting I HEREBY E IFY T T THE SURVEY SHOWN HEREON MEETS MINIMUM therefrom is not the responsibility of the undersigned. TECHN A TAN S SET FORTH BY THE FLORIDA B9ARD OF LAND 6.There may be Restrictions or Easements of Record evidenced by title examination that have SURV PAIR NT TO SECTIO 472.027,FLORIDA STATUTES. not been shown hereon. j NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL CHARD A. MILLER, P. .S. CE 0. 3848 CHK. By F.B. ll3 PG. (04 FLA. 1967 LAWS RAMCO FORM 400 FS 713.13 Ofire o �axrtntnt�e 1PREPARE IN DUPLICATEI %xi full= it rang ram= The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property.............36.3....At.l.ant.i.c....Hlmd.......S.ui.t.e....#....9.............................................................................. ............................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................ ................................................................................................................................................................................................................................................ General description of improvements.............PUnkin••.Donut,s Build i,n„*,••••,.;,,,•••,•,•„•••,,,,,.•...•,_•••„•..•._ ................................................................................................................................................................................................................................................ ................................................................................................................................................................................................................................................ Owner................ ...Mrs. Manue.1... Am.e.r..a.l............................................................................................................................. ..................................................................................................... Address...........3.b.3...At.1.a a ti.c....BIV. .d.,.......5.uit.e....#9....A.... .......3.2.2.3.3................ Owner's interest in site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than owner) Name.................................................................................................................................................................................................................................... Address........................................................................................................................................................................................................................... Contractor...................................................................................................................................................................... ................................................... Address.............................................................................................................................................................................................................................. Surety (if any).................................................................................................................................................................................................................. Address.......................................................................................................................................................Amount of bond $................................ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: N4me........... ................................................................................................................................................................................................................... Address................................................................................................................................................................................................................. .............. In addition to himself, owner designates the following person to receive a copy of the Lient—'s Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name.................................................. Address......................................................................... THIS SPACE FOR RECORDER'S USE ONLY ........ ...... .. .� ............. f. vner Sworn to and subscribed before me this...... •••0••••••......• ...........................dayof.......... ............................................19..`l.. r�5 .........................................:................................................ ... NOTARY PUBLICN 1 O i6RIDA AT LAR t MY COMMISSION EXPIRES AUGUST 28; 1992 BONDED THRU HUCKLEBERRY & ASSOCIATES ?ROPERTY DESCRIPTION CITY OF - k of /,1__-Block __-Section * -- 716 OCEAN EV ARD CEAN BOO! ----- ------ w P.O.BOX 25 a s _ A#LANTIC BEACH,FLORIDA 32233 C} TELEPHONE(904)249-2395 Z3ubdivisio/i:_ ✓ _ �//C//C.S/per r+ Street Name t`✓�a1 ;,.iso L'g-r Mer DE C Y1 R? OF WORK :r Address: L/N/�SlpC -�///��"' If in a FLOOD HAZARD 'lood Zone:--------------area complete page 3. Brief Descript ion:q /N �E �IC -�E6(JCi`v�a Class of Work: _ (New/Remodel/Addition) NC -------------- :011ING INFORMATION Type of �" Construction: 1*,eA41E` t57WCC6 :oning Proposed sistrict:_________Use:________________ Estimated Value :xceptions or Materials: ariances Granted: ___---_-- Solid or ------------------------------------------ Filled Ground s , Gly Roof ------ -- --- OWNER INFORMATION Method of Nestings��?JTCltil�_____ Property Ovners------------------------------------- Phone: Mailing ---- -------------- Address ------------------------------------------------- ------------------ Zip:---------------- CONTRACTOR INFORMATION d Contractor: /2T� .C'/TE (�B4 Te rif63"�ivC Mailing _ -- -- --- Phone:7��_5�2�--- Address: J'_4s6' --iL,pC�----------- ESONUIGLE� ------------ Zip:_ 3 2zo 7----- Expiration License Number:--<f 2 CD44z5�_ Date: fo�3c) ---_-- lAs2 --------- ---------------- ---- --- ----- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND MNOW 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 PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS �. CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING t �+1 DATA HAVE BEEN OR SHALL BE PROVIDED AS REOUIRED. ef' Owner Signature Date i. Contractor Signature pate /Z1Q` ---- CITY OF ATLANTIC BEACH Fixture Unit .Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. O`• BATHROOM GROUP CONSISTING OF `' SERVICE SINK TRAP STAND . WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) / ?i WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL .LIP (4) _SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) C) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) / COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) FAUCETS SINK EACH SET OF O KITCHEN SINK (2) DENTAL LAVATORY (1) f KITCHEN SINK WITH WASTE 'J DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) r LAVATORY, BARBER/BEAUTY I ICE MAKER (1/2) , S SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) V JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS C` @ $20.00 EACH $ JOB INFORMATION � fj °A E rb. s 4, DEPARTMENT of BUILDING CITY OF ATLANTIC BEACH i - IO3TIONP � PERM -- --- F fait Nenr. X4'84 " Ad rs� 1260 Iw,IiSit?L DRIVE LUX811 O ATLANTIC BEACH, FLORIDA 32233 ` }}ay N or WOOD y . 1 ' t Lot , - :. .. {LEGAL DSS ���'�`�Tt01�y j- ...., T F'�"'i � OOD'FRAM Lo � A.1o6k►,4 f.�i 'sw L.i'w�}�s" TEam Iq d Use SINGLE FAX'' Y Toarnship: R +�: + '1 code": 0 Su divisi ono SLLVA LINFSIDZ ? Irimated Value: $0,.,00 tsv " O. .00 To al Fee r 5�w00 Amou. .OQ 77 C .._. �,.� AFE+LICAt?fi FEB j it PMIT 2 5.0 0 i A dre I RIVE j'.Ott p ` yRZiiT ' RADON OAS-H.R.S. a��J .t?EJ . 001 TIDO '_,._. ,._ RAIN OAS .. 0 .00 TLS C I tG, N � �.A01-TD...Ofl n » warZVE,RTAP $0.00 <n. .... AC tHO s FL . 05 HYDRAULIC .,SHAME pe; 4 CROSS CONNECTION L100, list EC.H; IMFACT FEE �1OT`ES �j t NOTICE --ALL CONCRETE FOAMS AND FOOTINQS MUST SE 1NSP�CTIED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE E3tJ.1Lt�1Nd MATERIAL;RUBBISH AND>IDEBRIS FROM THIS WORK MUST NOT BE P ACED IN PUBLIC SPACE,AND MUST BE C#.E AEI UP ANDMAULED AWA1(19Y,E3T`HER CONTRACTOR OR OWNER J URE,'1'Qf CQ. APLY WITH,THE MEGHANI S' Ut LAWCAN �.f�tlLT IN THS ROpt t� '[�I� ';PAYING TWICE FC�R'�3l�MPING I�IAPRC� " " � t ISSt.1'BI3 Ac 001NG TO;APpR4Vl:D.PLANS WHICH ARE PART OF THIS'PERM IT.AND'SU��IR '' R { ATIEIN OFAPPLI0A% PROVISit AIS OF LAW. I"I1 J"j14fG AC'NE1i1l131N�3i CEPAHMNT 1itEIRt t#�8 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:, L� ► �,<-75"tOU OWNER OF PROPERTY: cy BUILDING CONTRACTOR: r PLUMBING CONTRACTOR - AND ADDRESS: � � �1 �cr �\� TELEPHONE NUMBER: STATE LICENSE NO: �� c- Q S TYPE OF BUILDING: TYPE OF WORK: c7 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER `/co J TOTAL FIXTURE COUNT: x .00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826•• O CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT T,JI } PERMIT INFORMATION " LOCAT)aN INFORMATION Permit Number: 21785 Address: 1260 LINKSIDE DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: OWhIER IIVFORMATI©N Date Issued: 4/17/2001 Name: JOHN SGRO Total Fees: 25.00 Address: 1260 LINKSIDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 4/17/2001 Phone (904)781-4941 Work Desc: VVI SOFTNER i LICAT#ON FEES COIIITRACTOR S : RyDRO-MEDIX WATER P RMIT 25.00 t a _ ----------------- ti h t —. .` -- NOTICE- INSOECTIONS ST BE REQUESTED AT LEAST 24 HOURS:PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH ANCBRIS FROM THIS WORK IU1T NOl' BE PACED IN PUBLIC SPACE, AND MUST BE CLEARED USA! ' ULED AWAY B �Efk"CONTRTOR OR OWNER "FAILURE TO COMPLY WITA THE NS 'RU'OTIO LI:tNI.A V ld"`RESULT IN THE PROPERTY OWNER PAYING TtiEiN 'IIII '1� lNTS.. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. Date: 4/17/01 01 Receipt: 06Z0 �8 CASH CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1 p3(p0 Ljoks,,be- Drz OWNER OF PROPERTY:_5, � Si r TELEPHONE NO.jy r �^ PLUMBING CONTRACTOR p( CONTRACTOR' S ADDRESS : litI -11 _�f— %Lo G �•-+ c� /�( � STATE LICENSE NUMBER: Nh TELEPHONE:3W 6�0. 0 7?9 HOW MANY OF THE FOLLOWING FIXTURES RE—PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE—PIPE (LIST FIXTURES BEING REPIPED) U� OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE — $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — ( 904) 247-5826 �jj�� __���,, //BCITY OF T 4&4a - w*cA-*;�U+d- 4 Office of Building Official V/ REQUEST FOR INSPECTION Date f `/ Permit No. Time 3 j A.M. Received c i / P JoAddress locality Owner' Name Contractor BUIL G C CRETE ELECTRICAL LUMBI MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ 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. hurs. FridayP.M. A.M. tnspection Made 6 2-6 Inspector Final Inspectioo Certificate of cupa cy❑ Date � ��a�t? JOB:' 15757 BOB BRITE #722 THIS QWG, PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2X6 SO. PINE #2 19%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.77 6.87 10.50 14.13 17.23 20.71 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2x4 SO. PINE #3 19x BC X-LOC L-R: 0.29 7. 15 10.50 13.85 20.71 c N : T1-2X4 SO. PINE #2 19% THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. N NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN W THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. O V (D O w N 5X9 1 . 5X3 5X9 4X5 (A2) 1X3 TI 1X3 4X5 (A2) 6.00 6.00 I ! I 3X4 5X6 3X4 1-4-0 7-0-0_1_7-0-0 7-0-0 1-4-0 21-0-0 OVER 2 SUPPORTS R-20950 W- 3.50' R-20960 W- 3.50" PLT, TYP,-ALPINE SEON-- 15757 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE D.2500 ALP'WE cWcvrcREo POODUCTS. IHC. Twjm'PEDU,RE EXTPEHE CAMDESIGN CRIT:TPI REF R235--56998 0 0 r-" o 0 0 **IMPORTANT** EHALL No, SE RESPacIBLE FOR ANT W AR N I NG IN KICLIK. ERND ECTION A ""•"•1,,� AU oEviATIw F1gN THcsE cPcar,ut,ai ON ANr ocrl.TiOH FPOH eRACING.SEE ..*-Ts,aRACIK Waao TiGS[t ••VON B BR0. ,., TC LL 30 . 0 PSF DATE 03/20/91 rHi6 DEGISN CM ANr rAIIUE 10 w111D THE TPIJ� IM GDHSCrWAA,Ct LDaEMAN'I AND RCPt•E/O1T104��TIil. SEE y WSTN rHE •au1Tr cTANOARp oGTse Sr Tv7. KPINE LLr+ERO18 THJs CESIM raa ADDITIOHIAL SPECIAL PERWA- Ws TC DL 7 .0 PSF DRWG HCUSA235 91079032 .FcWANIKACTIAEO rrw » cAua c.LrANi:ca nca 1FLEsc ,O,r SHucIK PEDUfPSHWS(TG. ULEK DTK�,ItE �0�. I94 OTHERWISE SHOWN. REE TING REllnFIC ENIS a "IN Aub GRADE A. SHovt TDP CHUM SHALL K LATERALLY SPACEOBC DL 10.0 PSF HC-ENG.,PLT ca++ECRas To sDTN ruzc AT E.a, A,Ht Aw LOGATf As With P,c.E0.r AnAC1E0 0.rNooD PE.TNIK TOT.LD. 47 .0 PSF 0/A LEN. 21-0-0 SWr,. SEARING WIDTHS APE V NOWIWAL UNLESS OTHERWISE SHOW. SOTTON ClatD WITH RIGID CEILING OR BRACING }•, Op� • �•DESISH SILNOAROS COWOM WITH APPLICABLE PROVISIO a .� SPECIFIED LN LESION. DDNDT USE THIc %sPfC/s' •' DVR.FAC. 1 . 33 PITCH 6. 0/12 ANDS AND •TPI (PCI). CEsiON WITH FIRE RETAPoANT TREATED LL&MR. 1FRE0• C�--, o o C=3 o C `'_TPS -Tots PL OTE 1H6TITVTE Hpg-KT,a+AL DESA at+SPECIFICATION F01%WOOD 7' 0" TYPE E HIPWOOD C0TPUCTioN S—— J,7/Do Dv V-A i t i lee fhl U"7- Pi rAHU rHum L rPUHER INPUT L A S S DIMENSIONS) SUBM TTED BY TRUSS MFR,vrsCHOR16.23 20.71g OP D TCX- OR B07 CHORD 2X4 3S X4 S0. PINE 4 19% BC X-LOC L-R: 0.29 9. 15 11.85 20.71 n C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. vi SEE DRWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 33 N w U1 (D O v c0 0 v 4X8 4X4 1X3 1X3 ;2X5A1) � 2X5 (A 1) .00 6.00 -ZZ 1 2. 5X4 5X6 1-4-0 9-0-0 3-0-0 9-0-0 1-4-0 21-0-0 OVER 2 SUPPORTS R-10744 W- 3.50' R-10740 w- 3.50" PET: TYP.r-ALPINE SEON-- 1575B FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4:7 SCALE--- -0.2500 ALPINE EwGINEENEO PR0M.CM IHC. IMMSES afar EfTPEW CAM 0 DESIGN CRIT:TPI REF 8235--56999 0 0 0 0 0 -x*IMPORTANT** 9-ALL NOTW-HEf QMnBLE FW AHYWARNING IN mmlw. caEcTIDN AND ARLUS MYIATION FROM THESE SPECIFICAll" 0R ANY DEVIATION i OWING.SM 'err-ri'.SPAClw wad TrE Ulk , . 10140.8,,.O,•• TC LL 30.0 PSF DATE 03/20!91 THIS DESIGN OA AM FAILURE ,0 WILD THE TRUSS Iw CTPP�CE COMEMUIY AND NECDMa D&TIcwS-*TPLi. DE �.•'..WITH THE 'ORALITY STANDARD 9008' BY M. ALPINE CCNECTORS THIS DESIGN FOA ADDITIONAL.SPECIAL PERU- `��2 ': iTC DL 7.0 PSFORWQ MCUSp235 91079017 aME 141yFAC7Pw'ED PTow ao s+ut iALYAMRIED i,EfL UKESE It7+T f,uCiK HEOUIaFAO+tT:. W.EHS OTIEIR/ISE Imo= 34794BC DL 10.0 PSF HC-ENG F50 OTHERWISE SNOW/, MEETING HEMAMMEMS OF ASH AAIB SPAM A. SHCMI TW CHM SHWl EE LATERALLY SPACED s •.MWLY COW EC,OM TD WTH PACES AT EACH VIWI AND LOCATi WITH PROMPLY ATTAC ED PI,MOW SHEATNIKiAl � TOT.L0. 47,0 PSF 0/A LEN. 21-0-0 M'OiiP °EA0`I"G wIOTN6 APE woMIMAL vaEW OTHERIMILE 6N01M. BOTTOM DQD WITH AISID MILIND OR MUCINS O '4 DESIGN s,A+DAaos CONSOw WITH AOPIIGA.f Paw26IA+i Dc AS ®Eni1E0 HaP DESIGN. DD HOT uiE TN7i ,••9F ...... 6.0112 ,NDE AIO nTP1 otcT). OESIPaP WITH FIRE PETAPDAR(T TREATED LUMAIEA. IC�'Ci....... OUR.FAC. 1 .3 3 PITCH p a a o o C TPI-TRUBS PLA, l„ EREO' �'� E INSTITUTE, Nos-wTlawu.HESI eH SPECIFIGTIW FOR 1400 Cd6,gJCTIaN .SPACING 24.0' TYPE HIPS-- JOB: 15785 BOB BRITE #722 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & IMENSIONS SUBMITTED BY TRUS5 MFR. TOP CHORD 2X6 50. PINE #2 19%, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 2. 15 4.44 6.87 12. 19 14.48 19.75 BOT CHORD 2X4 SO. PINE 02 19% 25. 17 30.58 36.00 a =1 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 2.26 4.26 7.15 12.37 14 .37 19.75 C 25. 17 30.58 36.00 N : T1-2X4 50. PINE #2 19% :0 ri NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2 COMPLETE TRUSSES REQUIRED , w THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FASTEN TOGETHER WITH : 160 NAILS TOP CH ------------------ 16" O.C. (D ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. WEBS ------------------ 4" O.C. STAGGERED SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. BOT CH ------------------ 16" O.C. 0 Ili SPECIAL LOADS PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT . tD -------------------------------------------------- 0 TC From 74 plf at 0.00 to 74 plf at 7.00 w TC From 165 plf at 7.00 to 165 plf at 36.29 BC From 20 plf at 0.00 to 20 plf at 7.00 SC From 45 plf at 7.00 to 45 plf at 36.29 BC 6354 Concentrated Load at 7.00 6X10 1 . 5X45X9 7X6 3X4 3X7 4X8 3X6 (A 1)X9 4X5 6.00/ 3-10-3 _ 6.00 6.00 12 12 3X8 5X7 4X8 5X6 6X8 3X5 8X145X8 2X4 1-4-0 7-0-0_129-3-B 2 3-8 2-0 tB-0-8 36-3-8 OVER 2 SUPPORTS R-3674# W- 3.50' R-37964 W- 3.50" PLT. TYP.-ALPINE SEON-- 15785 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0,1875 .Ln»<EMg7KERE0 PRODLiVE, INC. Tausms wwzw EnMEAE CARE „ DESIGN CRIT:TPI REF 8235--57013 t= o o I= o o **IMPORTANT**SwLI NDT of RESRDNs1sLE FoR ANTWARNING IN woums. EFECTIoN Aro A DEVIATION FROM TK6E SWECIFIGTIOi 00 ANY DEVIATION FROM 90ACING.0a *WT_75%®RAC1N sow TNiUM& TC LL 30 .0 PSF DATE 03/20/91 THIS DESIGN ON ANT FAILURE TO WILD THE TRAM IM COw""10E (DMENTART AND iECMFJWilO6-�Tpll. SEE �`t1 ..``fF(�` -•,y. WITH THE WALITY SiANOM WIN* Err TPS. ALFIiE CONNECTORS TICS DESIGN FOR AIOITIDNAL SPECIAL PEpu- ;� ?e ZT 9�F t t TC OL 7 .0 PSF DRWG HCUSA235 91079013 CE= NANAF.cTuso FROM 10 SAM SALVANIIEO STEEL ua Esn NtT+T vNACINi iE0U1RETNEf+TE. vatss OTKNWia =W}� 1 A s OTKRNISE SHON. MEETING REG(IIREKNTS OF AGIN AAAG PUCE A. P*VK TOP Cwa SHUL BE LATERALLY a AMD No I� BC DL 10 .0 PSF APKV Lpe{CTORS i0 YOTH FACES AT EACH JOINT ANO LOCATE AE WITH PACPW IV ATTACKO rLVW00 SMATWIN& ; TOT.LD. 47.0 PSF 0/A LE . 36-3-8 SKA N. SEARING WIDTHS ARE A' NOMINAL UNLESS 01KRWIGE SWWN. W770M ONORD WITN RIGID CEILING OR SR►cINS o ,DESIGN sTAmAms co-o- WITH AooLICAeLE PRWISIONE OF AS SPECIFIED DESIGN. 00 HIT LCE THIS q •AAAA.. +MDG AND .TPI (PCI). DESIGN WITH FIRE RETARDANT TREATED LUTEA, •,,fCrs; '� '`�•` DUR.Fac. 1 3 3 rcaco C=3 Ea o 0 0 0 4-TVI - I-uss PLAIE IMBTITVTE NDS-NATIDNAL CES SCECIFICATTON FDR WOOD CO6TTLCTION ....... SPACING SEE ABOVE ITYPF SPE C-- 0 • 15786 BOB BR TE #722 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. OP-CHORD 2X4 50. PINE 02 KO 15X TC X-LOC L-R: 0.29 2.15 4.44 9.03 14,48 19.75 25.17 BOT CHORD 2X4 SO. PINE #2 19X 30.58 36.00 =n WEBS 2X4 SO. PINE 03 19% BC X-LOC L-R: 0.29 2.26 4,26 9.15 12.37 14.37 19.75 c 25. 17 30.58 35.00 N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. N w Ln (D 0 v c0 0 w 5X9 3X9 5X5 2 .5X4 3X6 4X6 3X6 (A)X8 3X6 T 6.00 4-10-3 5- -16.003X5 6.004 126X6 12 3X8 5X6 4X6 5X6 5X6 2X4 6X6 1-4-0 9-0-0 27-3-8 2-3-8- 1 2-0' 8-0-8 2'-0 21-11-8 36-3-8 OVER 2 SUPPORTS R-1792# W- 3.50' R-i678# W- 3.50' PLT. TYP.=ALPINE SEON=- 15786 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4,7 SCALE 0.1875 ALPINE ENSIIEENEO PRODUCTS. loc. TRUSSEG NEGLRCE EETPENE cAE DESIGN CRIT:TPI REF R235--57014 0 c C- o 0 0 **IMPORTANT** SMALL POT BE REtiPONSIBLE FONG 00 AMY DEVIATION OR AMYWARNING IN VAPWW. ERECTION AM �pN g"^++I� ATRUSS TWIN DEEION 00 A FFAILON rPION INE URE 10BUILD TIE TRUM IN COWC9wKE CO.ENTT�AND ECCOt"Rp�t INS TIQW- TPI1.GEtC B90TC lL 3O.O PSF GATE 03/20/91 BE WITH THE •DUALITY GTANDAHO WIN' sY TPI. ALPINE CWFRORS THIS DESIGN FON ADDITIONAL SPECM PERU- .4kw Z1 :Z� TC DL 7.0 PSF DRWG KUSA235 91079034 ANE WARFAMPRM FROM Z* SAM GALVANIZED STEEL Io.r SPACING RCtaulfeewm. Vcm OTHERWISE + � NO 34794 t OTHERNIEE 9CNK HEETINU,CECHUIaEHENTs aF AGTN Rus wALe a. sHo+FL TDP CxcRD BULL eE uTER+ur ea.LrD BC DL 10 .0 PSF HC-ENG FSD APPLY CO+ECIOM TO GOTH FACES AT EACH JOINT AMD LOCATE AS WITH PROPERLY ATTACK0 PLTWOOD swuwlNNC{ '; �:. 'fTOT,LD. 47.0 PSF O/ALEN. 36-3-8 sNcNa. GEAr�Ni rIOTHc Am A' HNORTNNAt iPaE66 OTHERWISE SHovI. BOTTOM UtORD WITH RIGID CEnINNG OR GwICl/i % fc •.�OR1�, t,}.: DESIGN GTANDANOS CONSONR WITH APPLICABLE PROVISIONS OF IAS SPECIFIED ON DESIGN. DO NAT USE TNI# •,,�J' ••••• ��., OUR.FAC. 1 .33 +NDC IlND +TP3 IPCT). DESIGN WITH FIRE IETAPOYfT TREATED LNP6Eit ••N.�fpE.Ovo +--TPI -TOUN PLATE IWSTITUTE HOS-NATIONAL DESIGN GPECIFICATTOI FOR wOOp COgTq MON SPACING 24.0- TYPE SPEC—- --^--^^+M7r.'-•— ----�-�•--•--C-�•+.+1'+«--,.r_•'iP-�--�`-_ --e-.....i.. ..,ASPS.. -----•-•�- - - - _ . ... - - - -•.� ... ,.. . _ ., ._ �_ ._ _ - - AAAA _ .__-`_._. OB: 15786 808BR TE #722 THIS WG. PREPARED FROM COMPUTER INPUT OA DIMENSIONS) SUBM TT BY TRUSS MFR. •TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 1.63 5.50 11.03 17.33 23.67 29.97 = BOT CHORD 2X4 SO. PINE #2 19X 36.00 n WEBS 2X4 SO. PINE *3 19% BC X-LOC L-R: 0.29 1.83 11. 15 17.33 23.67 29.65 36.00 C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. WIX4 WT' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH D SEE ORWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY N ERECTION CONTRACTOR. w SHIM ALL SUPPORTS TO SOLID BEARING. 01 (D u O V (D O N v 5X9 2 .5X4 1 . 5X4 5X9 4X4 1 . 5X4 3X7 6.00 2X5 (A1) 6.00 \(A) A) 2-8-7T 33(,o 2. 5X4 5X6 3X8 3X6 3X6 2X4 34-5-8 1-4-0 11-0-0 19-0-0 6-3-8 R-1860 W- 3.504-1679# N- 3.50' 36-3-8 OVER 3 SUPPORTS R-16064 W- 3.50' PET. TYP:-ALPINE SEON-- 15788 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 - --SCALE 4.1875 AI.PIHE EHNSINEEMEO PRQoucrc IHC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF R235--57015 G7 [� c [� [= C= **IMPORTANT�E*MALL NOI eE RESWNsIeLE FpR ANTWARNING IN WAMLIN6. ERECTION AM N•H•HN'w C7 O O O OErSaTIDrN PPoo THESE gPEr.IrIUTIDNi ON ANY DEVIATION FipN aRUCINa.SEE •WT-76',URAC]HNi NOW TRUSSES CAP-B,� TC LL 30.0 PSF DATE 03/20/91 C3 C] G C7 THIS DESIGN OR AWT fAILU X TO WILD THE Tl�lJii IN C0WORMA G" CON ENrARY AHO RECOHAENDATIOW—.TP11. EEE ¢`�•" .�,ii•I •••••,0�,q�, d EC EC C7 WITH TIE *QUALITY 57A1pARD SSISA• By IPI. ALPINECLfifCIDRa THIS DESIGN FOR ALOITIOWAL SPECIAL FERMA- Z1 i^iy:l TC DL 7.0 PSF ORWG KUSR235 91079027 C] [= O I= ARE NANUFACTIREO fRW 20 SAUCE GALYANIZEO STEEL UNLESS NENT SRICINS REOU2Hi7NENr6. U14.E66 OTHERWISE 34194 � .: BC DL 10 .0 PSF FiC-ENG FSO C-= ALPIN a OTHERWISE SMft MEETING REQUIREMENTS OF ASIN AUG GRACE A. SHOW TOR cspra PNAU aE LATERALLY PACED £ • ' � �JE C C=3AFPIY CaNNECIONG TO GOTH FACES AT EAOH U01NT ARO LOCATE AS WITH PROPERLY ATTUC►ED PLY/10O0 SWEATWING• • ^^'j ? TOT.LD. 47.0 PSF 0/A LEN. 36-3-8 C7 t d per. SEARING MOTHS ARE A' NOMINAL ULESS O'THERNIGE SHORN. WTTON CHQW MTW RIGID CEILING OR VMCZNG S ,D';• O}� !p TRUSS DESIGN WUNDA+bS COWORN WITH ARoLICASLE RrorIs3DNa 6 AS SRECIf3E0 ON DESIGN. DD Har USE TWIG �•• C/ ' . �� r DUR.FAC. 1 .33 aMpG 1.-" ocn. DESIGN WITH FFRETARDANT TREATED C=2 C= d C= I . °a,JrfRfD'E Ire ,-kM RATE INS11TUTE WOS-NATIONLL CES1WN SPECIFICATION FOR WOW CQ•6TUIXTId 'NVJMiuNM�ll SPACING 24.0" TYPE SPEC-- ------------ pB:y 15776 BOBBRITE #722 THIS W PREPARED FROM COMPVTER INPUT (LOADS 6 DIMENSIONS) M TT Y TRVSS MFR TOP CHORD 2X6 SO. PINE #2 19%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.77 6.87 10.87 12. 15 17.32 22.50 = BOT CHORD 2X4 SO. PINE #2 19% 29.34 36.00 n WEBS 2X4 SO. PINE 43 19% BC X-LOC L-R: 0.29 7. 15 10.65 12. 15 12. 15 17.32 24.50 29.34 36.00 N : TI-2X4 50. PINE #2 DEN 19X 33 (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH N NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ERECTION CONTRACTOR. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SHIM ALL SUPPORTS TO SOLID BEARING. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. O (A) 1X4 43 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPECIAL LOADS- - (0 SPACED. ATTACH WITH (2)80 NAILS. BRACING MATERIAL TO BE SUPPLIED O AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION TC From 74 plf at 0.00 to 74 plf at 7.00 N CONTRACTOR. TC From 165 plf at 7.00 to 165 plf at 11 .00 TC From 74 plf at 11 .00 to 74 plf at 36.29 ~ BC From 20 plf at 0.00 to 20 olf at 7.00 BC From 45 plf at 7.00 to 45 plf at 11 .00 BC From 20 plf at 11 .00 to 20 plf at 36.29 BC 635# Concentrated Load at 7.00 5X5 32 .5X4 X5 1 . 5X4 6.00 7X6 , TI 6.00 Aj 1 . 5X4 6X10 2X5 (A 1) (A) _3.�() 5X4 (F3) T ...e- 12 3X9 6X6 3.001 `�0-6-5 6.00 ,I 2Mo'' 1 . 5X3 12 T 2'278 3X5 8 2 . 5X4 - 1-4-0 7-0-0 d-O-O 3X51 1_5_0 24-1-12 13-9-8 12-3-8-1-12-2-8 1i-9-8 36-3-8 OVER 3 SUPPORTS R-10249 W- 3.50' R-24424 W- 3.50" R-11004 W- 3.50" PtT: TYP.-ALPINE SEON-- 15778 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875 o C� o *)(IMPORTANT** ALPINE ENGINEERED vROOULTE. tic. w Tg63S MEDUIRE EFTPEIE CARE DESIGN CRIT:TPI REF 8235--57009 _ _ _ _ • ION 8" w.LL RIOT BE RESPONSIBLE FDR ANYWARNING NG IN N1►Q.ING. EIEc7IDN uo a o C� 7= TWIG1DESIGN OR ArROW MY FAILSE URE BUILD TIC TRUSS II"G OR ANY ICD DEVIATION �M,m,�o.Era.TIQw_.TPI(ING NOW �c ��\ tlFi�AQp'•s TC LL 30. 0 PSF DATE 03120191 0 0 0 o WITH t/E "DDLLITr 6TA/dip OSTBG' 8T TVI. ALPINE CONNECTORS TIQB OEGIOM FOR ADDITIONAL GVEOIAL vEau- 'Q: 21 ga''�`"s TC DL 7 .0 PSF DRwG NCU5R235 97079027 .RE "I"AICTUREO FRw a0 SAM GALVANIZED STEEL ULcsG NMT BRACING RE9UIP04X 5. LNLE66 OTIERWIEE � Na 34794 _" (� �ALPIN o o OTIERNI(E S+a�t 'CETINO IEOUIREIENIS OF 167" HAAS GRACE A. SHOW TOo CHORD Mauu BE LATEZII SPACED �` BC DL 10 .0 PSF HC-ENG O p Ava1.T COMEC7pR5 TO BOT"FACES AT EAOM JOINT AIG LOCATE AS VIT" F'IMOPE0.'F aTTK}ED FLTW000$i•EAT"ING. q� TOT.LD. 47 .0 PSF o/A LEN. 36-3-8 (� TRUSS [� �' GEARING NJ INS ARE I' NOMINAL UiEGS OTHERWISE GIwM• BOTTOM CHORD VITN RIGID CEILING OR BRACING SFC •.70RI�1 �: DEIGN G7AMQARDS CONFORM "IT" AVRLICAiMLE vTovIGIONG of AG GRE(IFIED w IE679M. DO Mm 16E TN76 �'•.,r�FgtO. "j� OUR.FAC. 1 .33 PITCH 6.0/12 .loc uv nvI (vCT1. DESIGN HI TN FIRE IETApO1N7 TiE17ED LUaER. �•.,,,._..._ SPACING SEE ABOVE TYPE VALT-- C] C7 C= [� C= L7 _IPI -TOMS q.ATE I.W11VIE NOS-wTIO.L DESIGN GT'ECIFICAIICN FOR WOOD CONSTRUCTION �'��-� JOB: 15779 BOB BRITS #722 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 4.77 9.03 12.15 13.03 17.75 22.50 = BOT CHORD 2X4 SO. PINE #2 199 29.34 36.00 n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 12. 15 12.15 17.75 24,50 29.34 c 36.00 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 1) SEE ORWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS, SHIM ALL SUPPORTS TO SOLID BEARING. Pi Ut (A) 1X4 #3 HFM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)8D NAILS. BRACING MATERIAL TO BE V SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY 0 ERECTION CONTRACTOR. NJ O N O 5X5 6X6 2 . 5X4 i . 5X4 6.00 1 .5X4 5X9 6.00 2X5 (A 1) 1 .5X4 6X 5X4 (F3) I (A) 3.00 3.00© 1 0-r2- 6.00 12 12 1 . 5X3 a,od 3X8 Z P2 I�8 2 . 5X4 9 2 .5X4 24-1-12 1-4-0 9-0-0 4-0-0 9-5-0 13-9-8 12-3-8-1-12-2-8 11-9-6 36-3-8 OVER 3 SUPPORTS R-628/ W- 3.50' R-17430 W- 3.50" R-11004 W- 3.50' PLT: TYP,-ALPINE SEON-- 15779 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0:1875 _ _ _ _ .� f�7 ALPINE E067WEAEO MODUCTS, INC. T TV"SES PEOuIHE MAINE CAJW .....N,,, DESIGN CRIT:TPI REF R235--57010 oATRUSS o DEVIATION rAD TKSNETPECIF¢1U1IR6 oa �rIAiION FROM FoA �RINS.SEZ G�"--75'•,SPAc7 ING EPODO MASSES mv r��pN B.Bgoly'•• TC LL 30.0 PSF DATE 03/20/91 THIS DESIGN 0P ANT F.ILtFE TO BUILD THE TNUEE IN CDNSOFeHANCE COMENT.WY AN0 NECO.�@CLTIWfi-.TPI1. SEE �WITH TFE '0UALITY SIANDAM 06766' BY IPI. ALPINE CCWCTCPS THUS DESIGN FDA A001TIONAL SPECIAL PEHBU- ` ` tTC DL 7 .0 PSF DRWG HCUS 235 91079020 APE NANUPACTUPED FPOw M 6AU6E 6ALYAFIZED VEIL UN.ES6 NEM BFuCINS IWOUIP0ORS- ULE66 OT.EPW76E tcc �� �,."E...yHOni. HEEtINc HEOIlIHEMEwT6 a< a6Tw AAAF GPtACE A. SPOrI TOP C.OPO 6N+ALL SE urENAItT eP.LEO . '-' = 8C DL 10 .0 PSF HC-ENG APPLY COM<ECIOaS 10 BOTH FACES AT EACH JOINT AM LOCATE AS WITH P/OPEPLY ATTACKO PLTWOOO SNEATMI w. r:ly S SHOW KAAINI WIDTHS UE A' NOMINAL UNLESS OrNEMWIGE taw+. Borrow CP.DsO WIT„ RIGID CEILING CA EIRACING fOpp..-"+;' TOT.LO. 47 ,0 PSF 0!A LEN. 36-3-$ o DESIGN 6,ANpawp6 CONSOM WITW APPLICABLE Pa0vt6IHM OF EPECIFIEO DESIGN oONOT IF:ETNIE '•'.;°fc; E�f' • ouR.FAC. 1 .33 PITCH 6.0/12 ANM AND .TPI (PC". DESIGN WITH PIPE PETAPOAHT TPEATEO LUSEA. �•[t„f Ria `•�'��,` P a o ca o o SPACING 24.0" TYP VALT-- ._.rPt - Tootle PLATE INET IIUIE NDe-wr10NAl HSEeteN ePECJFI UTIO.FON rODp COHHTpJCT7 ON E JOB: 15781 BOB BRITE 1722 THIS DWG PREPARED FROM COMPUTER INPUT OAD & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 50. PINE #2 19% TC X-LOC L-R: 0.29 5.77 11.03 12. 15 15.03 20.58 24.42 2 SOT CHORD 2X4 SO. PINE #2 19% 30.32 36.00 n WEBS 2x4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.77 12. 15 12.15 14.85 20.69 24.50 c 30.32 36.00 N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. A SEE ORWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. N w (A) 1X4 a3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY Ul SPACED. ATTACH WITH (2)80 NAILS. BRACING MATERIAL TO BE SUPPLIED (D AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION &- O CONTRACTOR. v (D O L, W 5X9 3X6 6X6 5X5 2 .5X4 5X5 6.00[ 6.00 <j j-�- 3 2X5 (A 1) i • 5X4 3.00 3.00 12 4x6 (F3) 12 6.00[j� (A) 4X4 2 5X4 5X8 1 . 5X3 10-6-5 II 3X4 5o 8 2 . 5X4 24-1-12- 1-4-0� 11-0-0_14-0-0 _L5-5-8 _I,3-11-0 11-10-0 12-3-8I 12•-2-8 1 9 8 36-3-6 OVER 3 SUPPORTS P-6224 W- 3.50 R-1750 W- 3.50" R-1097# W- 3.50" PGT . TYP.-ALPINE SEON-- 15781 FURNISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 , .LPIt tNes�EERO oa000CTS. IK. TOLAMS Iealw Lt7eENE CyRt DESIGN CRIT:TPI REF R235--57011 *INPOR ANT** 04ALL WT BE WW"ASI LE r0R wrWARNING IN NAICLINt�. EPECTION uo ••O10Ne''••.,, 0 a i_ 1 OEK.TION saON tKfE iKclrs •TIOK sP wr OE.I.t7oN rev. twCt 4.St[ UrT-76. mR.CsNs NODo tvuesce \�••......, N TC Ll 30 . 0 PSF DATE 03/20/91 o � C� o THIS MUSH OR ANY VA1LURE TO KILO TWE TRW IN COWOM"Ncr.. CONKUTARr AAV REC(M<14LTIc-S--Trl). Rt r'���::�Z1FI,•.,�0'•: C= v o O WITH TK •pUAIITr eTuo.Ro terse e* Tm. Il•Ie[ CONtECTORLe THIS OEs1a row ADaIf1ONAl ePEC1Al. vteiu- ?:�1J+t ZI ?'.�i TC DL 7 .0 PSF DRWG HCUSR235 81079018 o o o +RE Nuw.c+wEu rRON zo swaE eu+wsne s+m uNlcw NCNT SFWIN%rew10049M s. w.Ea aroeNNisE 2 • I N0.347 _ OTKRNISE SHOMy KET1K ieguiptKMt Or .STN Wi GRDE A SHDW TOP CHOM PULL W LLTERLLLT eNAELO � � � = BC OL 10 .0 PSF HC-ENG o `__� l• ••*Lr ZOW4CIONS To sOTW rACEs .T EACH JOINI APO LOCATs .5 N;T .R�tir A-AO 0 PL, s�aTNINs. Ear���= TOT.LD. 47. 0 PSF 0/A LEN. 36-3-8 sww, IE�NG WIDTHS APE "INAI LKESS 01KRN76E sww. eOTToN Ue0P0 NI IN R1GI0 RILING 0R lNIECIms e^ t,: o TRL15 7 O DESIGN S7.4aaG COWOPO WITH A••LICASLI wewmws 0r AS "Clrlm CH W.SjSN. 00 47 LSE THIS - c�j RIO �P,; d! M, Ar ��E, OUR.FAC. 1 .33 PITCH 6.0/12 .NOG uo 97y1 tvCTl. OEslt«nTw rtRE vETAPOArrt tPE.TFo LuoaER. `.--lD•EN� ,. C= _.TVI - YA/N•L.tt lt&"ItUTt NOD- wrIW.L Rezw weclrlCATION POP W=COetq,CTlfee � SPACING 24.0" TYPE VALT-- JOB: 15762 BOB SPITE #722 THIS WG PREPARED FROM COMPUTER INPUT (LOADS & M NSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x6 SO. PINE 02 19X. EXCEPT AS SHOWN TC x-LOC L-R: 0.29 3.77 6.87 12.75 18.50 24.25 30. 13 = BOT CHORD 2x4 SO. PINE 02 19X 33.23 36.71 WEBS 2x4 SO. PINE #3 19X 8C X-LOC L-R: 0.29 7. 15 12.75 18.50 24.25 29.85 36.71 � N T1-2x4 S0. PINE #2 19% 2 COMPLETE TRUSSES REQUIRED ru NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN FASTEN TOGETHER WITH : 16D NAILS N THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TOP CH ------------------ 16" O.C. WEBS ------------------ 4" O.C. STAGGERED ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SOT CH ------------------ 16" O.C. SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. 0 THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. ° L 1 . 5X4 6X10 2 . 5X4 7X6 2 . 5X4 6X10 4X5 (A2) 1 - 5X4 4X5 (A2) TS 6.00 5.00 T1 2 . 5X4 5X7 3X8 5X7 2 . 5X4 1-4-0 7-0-0 23-0-0 1 7-0-0 1-4-0 37-0-0 OVER 2 SUPPORTS R-37330 W- 3.50' R-37334 W- 3.50' PLT. TYP.-ALPINE SEQN-- 15762 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.1675 ALPINE EM INEEWO PRODUCTS, INC. TTtxas NEGuIRE ERNENE CARE ,T.......N�� DESIGN CRIT:TPI REF 8235--57002 0 0 0 0 0 0 -x*IMPORTANT**sK&L NOT m repowszotE Foot ANT WARNING IN HANDLING. ERECTION AM , ON g 0 0 0 o aKATIDN Fapr TNEGE SPECIFICATIONS a 04T DEVIATION Prato aptunw.ou •w+-7s•,swING roan TR(.fac gyp''•, TC LL 30 .0 PSF DATE 03120/91 o p o o THIS DESIGN OR ANY FAILURE TD GUILD THE TRUSS IM CONFOMwKi O04ENTA1fr AND IECDIIfJaATIOS-.TPI). WE ;'4��:,�g�SIF%S •.•p 0 o C� o WITH THE -OUALITT aTA)WNa Miae'aT TVI. ALPINE CONNECTORS TNa$IESIGN FOR ADDITIONAL SPECIAL PERNA- =4:'vi'^ Z( gA,;�': TC OL 7 .0 PSF DRWG HCUSA235 91079014 ci o 0 o ARE MANUFACTURED row zo SANIES S.LWAMtzca STEEL UNLESS NSVT GRACING NED)INEENTE. UNtcw OTHERWISE N0.34784 BC DL 10 .0 PSF HC-ENG C=) AL P I N OtKRNISE SHORN, MEETING FEMPI ENTS OF SIM AA4G GRADE A. SHOW TRP a+Dro!HALL 9E LATERALLY GRACED o APvtr co—ecTORs TO GOTH FACES AT EAW JOINT AHO LOCATE AS WITH PRO ER-Y ATTACNEa FLTvaaa SWATHING. :q�'• t * � T O T.LO. 47.0 PSF 0/A LEN. 37-0-0 SHOW. GEARING WIDTNS ARE N' RONIMAL UKEGS OIKPWIEE SHOW. aDRTp/C14r0 WITH RIG)D CEILING d GRACING ;C�•'•.,OR10,:'��c o TRUSS o DESIGN STANDARDS COWO M WITH APTTLICASLE PROVISIONS of As GPEclFzm a �sIGN. CO WN USE THIS ,�•,,�jF �tLE ' DUR.FAC. 1 . 33 PITCH 6. 0/12 .MO6 AND rtPI (DCT). DESIGN WITH FIFE RETARDANT TREATED LUEER. \\REO1,'ED�N,,.j "--TPI - TQLM PLATE INSTITUTE. NOG-NATIONAL LESION WECIFICATIOH FRN WOOD CONSTRUCTION SETBACK 7' 0" TYPE HIPS-- OB: 15763 BOB BRIT i7 2 THIS DWG. PREPARED FROM C MP TER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE i2 KO 15X TC X-LOC L-R: 0.29 4.77 9.03 15.33 21.67 27.97 32.23 = BOT CHORD 2X4 SO. PINE #2 19% 36.71 n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 15.33 21.67 27.65 36.71 c N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. W Ln lD 0 v 0 N M 5X9 2 .5X4 1 . 5X4 5X9 2X8 (Ai) i . 5X4 1 .5X4 2XB (A1) s.00 s.00 4-2 - 1 2 ,5X4 5X6 5XB 2 .5X4 1-4-0 9-0-0-Lig-0-0 9-0-0 1-4-0 37-0-0 OVER 2 SUPPORTS R-18264 W- 3.50' R-18264 W- 3.50" PLT. TYP.=ALPINE SEAN== 15763 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.1875 ALPIME EWGIFEVIED PRODUCTS Ile. TTL6ffS MEDUITE EVRWOE CAPE DESIGN CRIT;TPI REF R235--57003 C= d o o a o *IMPORTANT**9N4 L Nor BE RI6PpSISLE FW .Nr fr1ARNI NG IN KOMING, MCTIOM AND ,::3 o I= o DEVIATION FROM THESE SPECIFICATIONS 00 AMY DEVIATION FROM WACING.SU •BWT-7'.SPACING MOOD TAUSSEE F #G�pN Q B,Q`., TC LL 30.0 PSF GATE 03/20/91 a o a o TWIS DESIGN ON ANY FAILIPE TO BUILD THE TRUSS IN CONFONNAANCE CM0ENTART AND NECOAETOATIOG-Alps). WE 5.11-'•S1Flc••.9j,: cI cl a o igTR rME 'QUALITY cTANpAND GSToe•BY TPI. ALPINE CCMECTOPS THIS DESIGN FOR ADDITIONAL SPECIAL PFJMA- ear21 :ss TC DL 7.0 PSF DRWG HWSAM 91079029 a c a = AM NAMUFACTUPEO FROM 20 SAM GALVANIZED VIOL UFLEc6 NEW MUCINS HEDUIRpENTS. UNLESS OTHE-- 1. I No 34794 I A 3 a ALPIN a OTHEHztMISE SMONPL MEETING iEWnPg MC OF ASTM "a WAVE A. SHOW TOP CHM SMALL BE LATERALLY eRACEO �� BC DL 10.0 PSF HC-ENG FSD .PPLY CONNECTORS TO DOTH PACES AT EACH JOINT AM LOGATE AS WITH PRDPEMLY ATTAC ED PLYWOOD SHhATHINS, TOT.L D. 4 7.0 PSF 0/A LEN. 3 7-0-0 SHOW. SEARING WIDTHS ARE A•M MIM UNLESS OTMERWIEE COHNM. BOTTOM CHORD VI1N RI CIO CEILING OR M4CIN6 •' 9��1`; ! o TRUSS a =;�� •..•oRIo,. ��.,; MESION STANDARDS COMFOTNN WITH APPLICMLE PROVISIONS OF AS SPECIFIED ON IESIEN. OD HUT USE THIS •. <r f �.+�.0 OUR.FAC 1 .33 PITCH 6.0/12 +NQS AM -ffn )PCT). DECIGH WITH FIPE RETAFOANr TREATED LUNGER. REO'E C=3 C= o a a o --TPI -TOURS PLATE IMSTITUIE MM-NATIONAL DESIGN SPECIFIGTIOH FOR WOOD COFBTRICTTON """'"""�� SPACING 24.0" ITYPE HIPS-- OB: 15764 BOB-BRITE #722 THIS DWG. PREPARED FROM COMPUTER INPUT- (LOADS & D M N I0N5 EMITTED BY TRUSS MFR TOP CHORD 2X6 50. PINE #2 19%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.77 10.87 16.50 26. 13 31 .23 36.71 BOT CHORD 2X4 SO. PINE #2 19% 0 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.77 11.15 18.50 25.85 31 .23 36.71 C N : T1-2X4 SO. PINE #2 19% m N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. �+► SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Q V 0 J (p O N N 6X10 1 . 5X4 6X10 2 . 5X4 2 . 5X4 3X6 (A1) TI 3X6 (A1) 6.00 6.00 �C(/, ,51 � 1 . 5X3 2 .5X4 5X6 2 .5X4 1 .5X3 1-4-0 11-0-0 15-0-0 i1-0-0 1-4-0 37-0-0 OVER 2 SUPPORTS R-18260 W- 3.50' R-1826# W- 3.50' -AL-PINE-- - -SE©N-- 15764 - FURNISH- A COPY--OF-THIS DESIGN TO ERECTION CONTRACTOR REV 15.4..,.7..-v..__..S.CALF--^-.0-.1875 ALPINE ERBLEEHEO PRODUCTS, INC. TRUSSES iM109 EIRNEHE cat � DESIGN CRIT:TPI REF R235--57004 0 0 o a o a *-X I MP OR T AN T**SMALL wT EE PE6PONBIBLE POR Aw WARNING IH wsaLIM ERECTION AHD G�pN e•g"''1 G DEVIATION FROM THESE SPECIFICA120N6 OR ANY DEVIATION F BRACINS.SEE 'BMT-76',OWACING NOW TRUSSES: F N 0 0 0 o THIS DESIGN 00 ANT FAILUE 10 BUILD T1E TKAGG IM COMPOPM CE GD�ENTMY ro NEcaRtTNDAnoNE.rPjM. EEE �: SIFIC'•�0�;. TC LL 30.0 PSF DATE 03/20/91 0 O Q O WITH THE *QUALITY SIANDAiEt G6786' BY IPI. ALPINE COHECTORS THIS DESIGN FOR A=TIONAL SPECIAL PEPRA- :q 21 ';S z TC DL 7.0 PSF DRWG KUSR235 91079022 q O= p p AHE NYKFALTURED FROM ZO CAUGE SALVANIZED WIEEL%BLESS HERT BHACIHG MEGUIPENEZH . ULEES OTIEOWISE i, ' No 34794 1 BC DL 10-0 PSF HC-ENG PSD o AL P I N a OTHERNISE SHOW MEETING MEOVIREiENTS OF AGIN AA/G GRACE SKIP( TOP Crpp SHALL BE LATERALLY$RACED �� O ENS C= APPLY COWCTO10 BOTH FACES AT EACH dOIHtT AND IODATE WITH PHOPER_Y ATTAOICO PLYH0000 SNEATNIHa, % 9'•,• ', TOT.LD. 47 .b PSF 0/4 LEN. 37-0-0 C= GOWN. BEAHQNG NICTHS APE A' NOMINAL ULEGS OTKAWISE SHOWN. BOTTOM 04M WITH RIGID CEILING OR BRACINGfly•.[URIs,:HSE. TRUSS DEEM SIANDAPM CDNFOM WITH APPLICABLE POMISI0Hb OF AS SPECIFIED ON DESIGN. O0 NOT USE TNIc ''.,�tfAfO EI►r';��• DUR.FAC• 1 .33 PITCH 6.0/1 :NDS,HO KIM ONGT). DESIGN WITH FIRE PETAIbYNT TREATED LUEER. '•.,,..��H...N` C7 C] a a o O --TPI TPUBS PLATE INSTITUTE, HOS-NATIONAL DESIGN SPECIFICATION FOR WOOD COMIUMMTI0N - SPACING 24.0" TYPE HIPS-- JOB'. 15766 BOB-BRITE #722 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 50. PINE 02 KO 15% TC X-LOC L-R: 0.29 5.03 10.50 15.97 20.09 24.71 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5. 15 12.50 15.85 24.71 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (MIX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TND SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS & 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY N ERECTION CONTRACTOR. N PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT SUPPORT. PROVIDE CONNECTION FOR 5304 TO RESIST SLIDING OF MEMBER AT RIGHT END OF TRUSS. O v (D O L� N 3X5 4X4 4X5 4X10 1X3 6.00 6.00 cA c�37 5 X �- T X3,00 2 . 5X4 2XB (A1) 2-4-3 X12 3.00 12 2-0-0 1 . 5X3 5-0-0_1_i 1-0-0 9-0-0 12-6-0-1-12-6-0 25-0-0 OVER 2 SUPPORTS R-11480 W- 3.50' R-11480 W- 3.50" PLT. TYP.-ALPINE SEON-- 15765 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15,4.7 SCALE 0.2500 ALPINE EKIKETED P1oaxyE. loc. Twms waTra EEIRNE CASE - DESIGN CRIT:TPI REF 8235--57005 o a � o o **IMPORTANT** S►IALL IIDT K FESPONSISLt Fon ANY WARNING IN I+uaLINc EAEaIa AGR �I^ii"""" ,� A235- 1r---3ACC=3 =3 DEVIATION FOa IMSE 6KCir1CAT20E DIT ANY DEVIATION FROM SPACINE.SM •SWT-Ts•.®IIACIT!NDDD Tas"r; c G108,� y TC LL 30 .0 PSF DATE 03/20/91 TNIE OEEIGN On ANY FAILUE TO BUILD TIE Tftj% IN CONFOiWJLE (,CI•ENTANY ATO IECOMEIOATIO S-.TIS). IKE • : �{f•••�'. Qi YITN TME -owL1TY srA)Cwv miss•ST ivl. ALPINE c"ecrws TmIs Desm FON ADDITIONAL SPECIAL I.- � 2r� i TC DL 7 .0 PSF DRWG HCUSA235 91079015 A,NE NANLSACTUEDFIQN zO SAM SALVASIIEo STEEL VIER NWT EPACINE IEDUVID40M. L•LESS OTKSKEi ? No 31794 i BC OL 10 .0 PSF HC-ENG DTKNNIK SHONK IEETINS wanRewmis or ASTM AA" GRADE A. WCMK TOP 04MV SMALL K tATEPIALLY SPACED :/) • • .APPLY CON•ECTOnE io SaTN FAffs AT EACTN JOINT AND LOCATE AE WITH PPOPETIY ATTA040 PLVWM E+EATNIN�, =� -s TOT.LD. 47 .0 PSF 0/A LEN. 25-0-0 DEs�ISN sT1A.ND.IOSNS MI�COWCANNO AM ••�IONI AL APPLICABLE POOVIESS GIONS Or AS TOM S ECIp mew DESIGN. DO TH RIGID w�USE TWJS i9�'.�OR10�.��?,: •nDc AGR .TPI OOT). DESIGN TTI TN WIPE IeTawxrt TTE►iEO LUMBER. I T1.. ...•.... 0',, OUR.FAC, 1 . 33 r= C� o 0 0 o f D E► --TPI - TMAN PLATE IMSTITUTE NDS-NATIONAL DESIGN SPECIFICATION Fon WOOD CONSTWMON SPACING I N6 2 4.0" NAITYPE SPEC-- JOB: 15768 BOB BRITE #72R THIS OWG, PREPARED FROM MPUT R INPUT OAD & DIMENSIONSUBMITTED BY TRUSS MFR, TOP CHORD 2X4 50. PINE #1 KD 15% TC X-LOC L-R: 0.29 7.03 10.50 13.97 19.09 24.71 = BOT CHORD 2X4 S0. PINE M2 19% n WEBS 2x4 SO. PINE M3 19% BC X-LOC L-R: 0.29 7. 15 12.50 19.09 24.71 C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT SUPPORT . SEE ORWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. N PROVIDE CONNECTION FOR 530# TO RESIST SLIDING OF MEMBER W AT RIGHT END OF TRUSS. cD '� V , Q J Oi tU b i i 4X4 3X4 5X4 6.00 6.00 1X3 3X5 5X ,I3�7 2X8 (A 1) {f 2-4-3 3X9 .13.00 3X5 3.00C•>.. 12 12 2-0-0 1 .5X3 7-0-0 7-0-0 11-0-0 12-6-0 12-6-0 25-0-0 OVER 2 SUPPORTS R-11480 W- 3.50" R-11480 W- 3.50" PLT. TYP.-ALPINE SEON-- 1576B FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED 0000UCT4 INC. TTNUSSEs REWIRE EITPEAE CANE ....•, DESIGN CRIT:TPI REF 8235--57006 0 0 0 0 C= 0 **IMPORTANT** wALL HOT EE RESRowsiaLE FOR ANYWARNING IN HANDLING. ERECTION Aro r,•'O�i B.8'�, ATRUSS DEYIATION PROM INESE SPECIFICA110% w AMT DEVIATION PQDW BRACIK.SEE 'SWT-79% ®RACING .ODD TRUsug O,y; TC LL 30 .O PSF DATE 03/20/91 THIS DESIGN OR ANY FAILURE 10 BUILD THE Tq,R Iw COSORWAMX COMENTANY AHO RECWEMaTIONG-•roll. SEE . N }WITH THE 'DUALITY BIANDANO WIN* BI IPI. ALPINE CONrECTOW THIS DESIGN FOR ADDITIONAL SPECIAL PEAPU- -I-*ZTC OL 7.0 PSF DRWG NCUSR235 9107902a ARE NaNNUFACTNSEO FNON 70 GAUGE GALVANIZED STEEL UKEGG 4DO BRACING NEDUINETAENTS. LMESS OTNERWLGE `a. �1�OTHERWISE SNOOK MEETING NEDIARENENIS OF AGIN AUE GRADE A. Gow TDP 040PO SHALL BE LATERALLY BRACED . BC OL 10 •0 PSF HC-ENG APPLY CONECTORS TD BOTH FACES AT EACH JOINT ANO LOCATE AS WITH PPOPEFLY ATTAOEO PLYwow SEATMIAi, TOT.LD, 47 .O PSF 0/A LEN. 25-0-0 SNOW BEARING WIDTHS ARE A' NOWIWA. ONLEGS OTHERWISE crow. BOTTOM OOV TITIN RIGID CEILING.aBRACING . ` ,DESIGN BTAHOAROS CONWOW WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. OD NOT LSE THIS re.. .... DUR.FAC. 1 .33 ANN AM •TPI (PCI). DESIGN WI7W FIRE PETAPOWT TREATED LIUNBER. ',•�'LtrEREWC- E= cI o C=3 C= C= •__TPI -Tg1B6 PLAIE INSlII„TE. NCB-NATIONAL CESINN SPECIFICATION FOR WoOO C",.cTloN ``'� SPACING 24.0" TYPE SPEC-- JOB: 15769 BOB BRITE #722 THIS QWG. PREPARED FROM COMPUT R INPUT (LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 42 KO 15% TC X-LOC L-R: 0.29 4.55 9.03 11 .97 16.09 24.71 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19X BC X-LOC L-R: 0.29 4.65 12.50 18.09 24.71 C N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT SUPPORT. N SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. PROVIDE CONNECTION FOR 530# TO RESIST SLIDING OF MEMBER w AT RIGHT END OF TRUSS. cn tD O v cD O L+ D1 4X4 5X4 SX3 2 . 5X4 6.000 5.00 3X5 3.00 T . 73.00 i2 2X8 (A 1) 2-4-3 iZ 5X7 1X3 3X9 2-0-0 1 . 5X3 9-0-0-1_3-O-0 j 13-0-0 12-6-0-1-12-6-0 25-0-0 OVER 2 SUPPORTS R-11480 W- 3.50" R-ii49f W- 3.50" PLT. TYP.-ALPINE SEON-- 15769 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 _ _ ALINE EW6INFEREo RRODUC'1s. IIC. T��S/EOLUME EITREIE CAM DESIGN CRIT:TPI REF R235--57007 AE� **IMPORTANT*)( r ATION FROM INESEB ECIF�7IOONS oR�:i:ilwM F� �Iw1EENE *WT -.GIR INS ERECTIONri V��N.BB...aq-,'., TC LL 30 .0 PSF GATE 03/20/91 THIS DESIGN OR ANY FAILURE 10 AILD THE TAM IN CONFORMANCE CD6ENTARY ATO TECPAENOATIWS•-TPII. SEE ���.'�f•y,F}'' �i'. WITH THE 'DUALItr STANDARD WIN* BY TPI. ALPIIE CUNECTORS THIS DESIGN FOR ACO1TIOtML SPECIAL PIRMA- �� 7�^'. �1 TC OL 7.0 PSF DRWG MCUSR235 91079016 ARE MANFACTURED FROM i0 SALW GAVANIZED 67ELL UNLESS HENT WACIN6 IEMARDENT6. NLES6 DTOTHERWISE POOL MEETING REVARENEWTS OF AGIN A,AAS GRACE A. SHDIPI TCP*QRD POLL.L EE LATERALLY BRACED . • BC OL 10 .0 PSF HC-ENG AVPLr toN.ECTORt to SDTH FACES n EAW Jotln ANp LouTE ac rlTw wvE/tr anAoto PLrrocDSHEATHING. WWW : eTOT.LO. 47 .O PSF 0/A LE 25-0-0 SHOW. BEARING WIDTHS ARE 1' NOMINAL UNLESS OTHERWISE POW. WTTON CH610 WITH 14010 CEILING OR ERACIIAi •, O(Z\O•'.I�';OFc16r cTANOAMS COIFORN WITH APPLICASLE PROr16IONS Or A6 SPEClrIED ON DESIGN. DD NOT URE THIS •'•. f .NOS Aro .TPI (PCT). DESIGN WITH FIRE RETARDANT TREATED LUMBER. ��srEREd'E `d DUR A F AC. 1 . 33 E= o o a o o I••••% "__r.l . TML9S Pt ATF ING12rVTE wOS-NATIONAL OEs1AH 9PECI.1ur70N ra+rOOp c0lrTMNCTIoN �-� SPACING 24.0" TYPE SPEC-- Al ENERGY DATA SHEET FOR JACKSONViLLE, FL. NAME J_ 1ti c: DATE JOB ADDRESS 1 j,/�C!/i EPI 9011 1. Type insulation in walls �� R Value 2. Type insulation In ceilings Batt R Value Loose Fill ...._R Value 30 Sky Lights Sq.Ft. Knee Walls Sq. Ft. 4-Note:No loose fill insulation will be allowed on sloped ceilings or ceiling areas considered inaccessible.. 3. Type insulation for wood floors. R Value I 4. Concrete slab edge insulation ? R Value 5. Insulation R Value around ducts �� In conditioned space 6. Type heating system C HSPF AFUE 7. Type cooling system ? 64cSEER ' 2, 8. Type hot water heater? kt Ef. R v Heat Recovery Unit Solar Dedicated Heat Pump 9. Type glass in windows and doors DC _/_ DTSO —ST- 10. C ST10. Type exterior doors? 11. Are the dimensions of all windows and doors shown? if not , provide this Information on a floor plan,elevation or in a schedule. 12.Size of the roof overhang? 1 , 6 - 13 Ceiling fans in all bedrooms and primary living areas? N 14.Is a multi-zone A/C system to be used? 15.Cross ventilation in main bedrooms and primary living areas? N 0 16. Is the building oriented on the plot plan with a compass direction ? If not, draw in on the plot plan. 17 Is there a whole house fan (attic-type fan with CFM Rating of 3X the conditioned floor area)? 18. Infiltration package # 1 J # 2 _ # 3 19. Attic Radiant Barrier? (See 9-E)• I certify that the above is the correct data used to calculate the EPI on theEner For, sub tied,and will be Incorporated in the subject job. Signed: ENERGY DATA SHEET ., FOR JACKSONVILLEt-FL. ct'/✓ A' elre el,,u .S �N C DATE901-La NAME ' JOB ADDRESS �-� �� �ELya G/. .�� L/,U/i EPI 1. Type insulation In walls 3�� �( t6'4 TS R Value -- 2. Type Insulation In ceilings Batt R Value _ 3o Loose Fill R Value Sky Lights Sq.Ft. Knee Walls Sq. Ft. � Nole:No loose All Insulation will be allowed on sloped ceilings or calling areas considered Inaccessible.. 3. Type insulation for wood floors. R Value 116A � D 4. Concrete slab edge insulation ? R Value 5. Insulation R Value around ducts �� In conditioned space 6. Type heating system C HSPF AFUE 7. Type cooling system ? SEER 9- 1�_ 8. Type hot water heater? lei ,_ Ef. Heat Recovery Unit Solar Dedicated Heat Pump 9. Type glass In windows and doors DC DT SO . ST 10. Type exterior doors? �• 11. Are the dimensions of all windows and doors shown? U�� If not provide this Information on a floor plan elevation or In a schedule. 1 . 6 12.Size of the roof overhang? _ - 13 Ceiling fans In all bedrooms and primary living areas? IV 14.is a multi-zone A/C system to be used? 15.Cross ventilation in main bedrooms and primary living areas? NO 16. Is the building oriented on the plot plan with a compass direction ? WfS -If not, draw in on the plot plan. 17 Is there a whole house fan (attic-type fan with CFM Rating of 3X the conditioned door area)? b 18. Infiltration package # 1_.__-1 # 2 �_ # 3 19. Attic Radiant Barrier? (See 9-E), I certify that the above is the correct data used to calculate the EPI on the rznerqV Fo sub tied,and will be incorporated in the subject job. Signed: WATER HEATING 8��E �S 8UlLT === === / === - === =============================================================================== NVM 0F ^ MUiT = TOTAL ! TANK V0L= [F TANK NULT CkEUlT = TOTAL 8EDRMS | RAT I0 MULT 3 11 , 400 . 00 1 . 000 3710 . 7 1 . 0O 1 � , 1SC . 00 ============================================ =================================== SUMMARY === BASE AS-BUILT === =============================================================================== C0DLIWG HEATING HOT WAT[R T0W ' COOLING HEATING H0T WATER TATA: POINTS + POINTS + POINTS = POINTS ' POINTS + POINTS + POINTS = P0TNTS -------------------------- - -- --'--- ----- -------- ---- ------------------------- ?887 6 10108 , 1 11409 ' U 2U , 404 . 53 | 6225 . 1 10894 . 4 11158 . 0 28 , 278 , V� =============================================================================== � EPl = VG 17 * WINTER CALCULATI0N� B�S� �S -BU=== === ! === - === =============================================================================== 6L ASS - ---- ----------- i 0RIEW AREA x RWPM = POINTS TYPE 3C OklEN AREA x WPM x NOF = P0IWT5 N 106 00 7 , 3 773 . 3 | 0DL CLR N 50 . 0 7 . 3 1 . 11 � O� 6 58 ' O 7 ' 3 1 58 646 . 7 E 18OO 9 ' 2 -147 ' 2 081 ON 16 . 0 -9 ' 2 . O6 -126 8 -20 . 4 -IS33 . 5 | UBL u S 24 . 0 -28 ' 4 . 93 -6532 ! �)DL CLR S 3D . O -28 ' 4 823 ' � g 2 5S 2 O�L CLk � 6 O -S 2 GS -30 1 ' - ' - ' i � ' ' NW 15 004 . 6 5q ' O | o;L OLR NN lS . O 4 . b 1 . b7 115 � lS x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS | 8LAS� ARE� AREA FACTOR POINTS POINTS / yOlNT� l5 1 . � 13 . 00 1D7 - C� � ' l51 -393 . 20 -1 , 028 . 31 &78 8� =============================================================================== NON AREA PWPM x 8WPM = POINTS |' TYPE Q-VALUE AREA x NPM = POINT` ------------------ '---------- ----------------- --------------------------------- WALLS----------- ---- ! Fx� � 222 . 0 2 2 263H i [xv Wood Frame 1 } ' 0 1222 ' O 3 7 4621 ' 4 141 U 3 , 8 5O7 . 6 \ Adj Wood Frmme 11 ' C 141 O 3to SO? 6 | 00ORS------- --- ------ i Ext 21 . O 12 3 258 ' 3 | E0 Wood 2l ' O 12 30 258 � Ad] 19 . O 11 . 5 218 . 5 ' Adj Wood 19 O 11 ' 5O 018 � | CElLING�--------- ---- ! UA 1512 ' 0 1 2 1814 . 4 / Under Auhu 3O ' O 1580 - 0 1 . 2O l8qb0 | FLOORS------ --------- � Sib 200 O 8 ' Q 1780 / Slob-on- Grade 0 200 ' 0 18 . 80 3760 � | INVlLTRATION-------- - i 1512 . 0 7 - 4 11188 . 8 ! Praotioe Q! | 6 ) 2 . O ? . AO 1 1 12 8 =============================================================================== TOTAL NlWTER POINTS / 17 ��7 �D � 21 87l � 1� , � / , TOTAL a SYSTEM = 1EATlH6 ! 7001 CAP x DUCT x SYSTEM x CREDIT = HEAT= WIN PTS MULT P0IMTS \ C0MPOM RATIO MULT MULT MULT POINTS -----'------------------------------------------- -------------------------- '--- 17 �27 bg �8 1O 1O8 O5 2 � 8� 1 Y8 1 OU � 1O� 4� 1 l OO� 10 8Q� 42 ' '' ' - i ' '� ^ ' ' ' ' =============================================================================== SUMVEA CALCULATIONS === 8ASE === === AS-8UILT === / =============================================================================== nL ASS AREA BSPM = POINTS |/ TYvE 3C OVEN AREA x SPM x SOF POINT", N U8L CLR N 50 . 0 38 . 3 ' Q3 17?8 2 i D�L ("Lf�' N 5G - C 38 ' 3 . S3 1348 .4 E 16 00 790 1275 ' 2 | DOL 0 E 16 . O 79 . 7 . 95 1215 . 2 S S4 , 00 66 2 35708 | D8L CLP 5 200 66 ' 2 . 91 143Y � ' �8i C!, R, S 3D . 0 66 � 2 � Q4 1861 � . - W 6OO ?Q ' 7 4Y0 2 U8L Q N 8 . O 79 . 7 87 4 17 G NW 15 , 00 57 7 P65 O8L CUR NW 15 ' O S7 - 7 71 B17 ' 2 15 x 0OND ' FLOOR / TOTAL GLASS = ADJGLASS = ADJ GLASS / GLAV' AREA AREA FACTOR POINTS PDTWTS | POlNTC -------------------- ----------- 15 1 15i2 OO 107 . 00 1 . 151 10 ' 258 ' 50 11 , 804 . 54 | 8 , 878 . 1 ' W0N CLA5S ------------ / AREA x BSPM = POINTS ! TYP[ R-VALUE AREA x SPM W�LiS---------------- | E"t 1222 ' 0 . Q 1099 . 8 | Ext Nood Fromm 11 0 1222 , 0 i . ?O 2077 ' 4 Adj 141 . 0 98 7 | Adj Wood Framw 11 ' 0 141 - O ' 70 20 ? ! U0ORS---------------- ! Ext 21 ' O 6 . l 1282xt #nod 21 . O 6 , 10 128 . 1 Adj 18 O 2 . 4 45 6 ! Adj Wood 10 O 2 ' 40 456 CFlLINQS------------- i UA 1512 . 0 907 2 ! Un6er Attiu 30 . 0 1580 , 0 hO g48 O FL0O��--------------- i Sib 200 . 0 -37 . 0 -7400 ' 0 i Slab-on-Grade ' O 200 ' 0 -41 . 20 -874OJ INFILTRATI0N--------- / 1312 . 0 8 ' D 12096 . 0 | Practioe 12 1512 ' O 0 - DO 12025 O =============================================================================== 70TAL SUMMER POINTS � 18 , 779 . 04 ToTAL x SYSTEM = C0OLlNR T0TAL x CAP DUCT x SYSTEM CREDIT = C0OLINB IUM PTS MULT POINTS i C0MP0N RATIO MULT MULT MULT P0IM01'' 18 , 779 . 94 . 42. 42 7 , O87 . 57 i 15 ' 032 Sl 1 . 00 1 . 104 1 . 000 B , 225 , 06 � lNFlLTRATION R[OUMION PKACTICE COMPLIANCE CHECKLIST ** =============================================================================== VOMPONMTS RE�UJRENENT3 PRACTICE 42 ComPly with Practice Ul and the following . EAterior Walls Nallo & Floors Top plate penetrations sealed . lnfMratfon barrier 1nsiulled , Sole plate/floor joint caulked or sealed Exterior Nmlls & joints and cracks on interior eor �aoe Ceilfngs caulked , seuled ' and gaaketed DoctNork Ductwork in unconditioned apace must be sea7ed . Fireplaces Equipped wiLh outside combustion air , doors , and flu,,,., dampers Exhaust Fan� Equipped with dampersCombustion devices see 003 . 2 (f) Combustion Appliances Provided with outside combustion air . ** PRESCRIPTIVE MFASURE5 (Musi be mot or exeeJad by all residences} ** c0MP0NENT3 SECTION REQUIREMENTS WlNDON3 904 ' 1 Mdx[mum of 0 . 34 CFM per Knear fout of operable sasi. crm�k EXTERl0R & 904 . 1 Maximum oF 0 ' 5 CFM per sq , fC ' of door area . lnoludes ADJACENT DOORS elidfnQ Qiays doors , solid core , wood panel ' insulated ' or ylass doors only , UXTEkIOR JOINTS 904 . 1 To be caulked , Qmsketed , weather stripped or othar- N CRACKS wise sealed WATER HEATERS H[ATERS gO4 2 Must beor label indizatinQ compliance w/43MRAE stand- ard gO or comply with efficiency and standby loss re- qoirements , Switch or alearly marked circuit breaker (elpctr1o ) ' or cut -off (gas ) must be provided . An enwrn*l or builk in heat Lrap must be provided SWIMMING POOLS 904 . 3 Spas and hedte6 pools must have covers (except solar 6 SPAS heated) . Noncommercialpools must have a pump timer � Gas spe & ponl heaterS must hmvR minimum thermal efficiency of 78 HOT WATER 904 . 4 lnaulaLion is required only for recirculating yystemi. PIPES in auuh cases , piping heat lose shall be limfted to 17 . 5 8TU/M/Lfnear Ftof pipe , SH0NER HEADS 004 . 5 Nater flow must be restricted to no more than 3 Qul - lons per minute at OU PSIC , HVAC OUCT gOA 2 Constructed in ancordanop with industry standards � CONSTRUCTION 904 . 6 local mechanical codes . Ducts in unconditioned spmoa musr be msulmted to minimum N-4 . 2 & joints must be sea! no HVAC CONTROLS 904 . 7 Separate readily accessible manual or automalic thermostau for maoh system . - -- ---- ----- ------------------- ----- - -- ---- INSULATTON 904 . 9 QD4 ' Q Cef7ings minimum R-19 . Common Walla - Frame K- 11 or CBS R-3 ' rame Gummon Callings & Floors Q-11 � --------------------- --- --- --- - ----- ---------- ------ ---- ----------------- in Accordance with Sec . 553 . Y07 F . S . , } Review of the plans and speoif �uo�iony ( Herehy certify that the plans and covered by this calculation ind1cate� speoffioations covered by this oalcu- | compliance with the Florida Energy lation are in compliance with Ow Code . Before construction is complete� Florida Energy Cud* ' i this building will be inspected Wr ' compliance in accordanum with Sentiur` i SWgU8 F ' S . i uNNER | BUI1, 0lNS OFFlCIAL � ____________________ DATE ' _________________________________ ` . SN15g8 808 8RITE HOMES , INC PIAN 1512 S0 . FT . FLORIDA [NEAQY EFFICIENCY CDDE FOR 8UlL000 CONSTRUCTION Section 8 Compl1anca Progron' - Res fKept ial Point System Method version 1 . 0 January, | Wgl Department or Community Affoira Printout generated by EP01 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALlD IF SUBMITTED AFTER JANUARY 1 , 1991 PROJECT ~=� NAME ' �-^ �� � PERMITTING OFF/CE � � � ~�����^� � / ������r AND ADDRESS ,, C--_ _C-_- ^ ��--_______- __- Zo-r �� i CLIMAT[ ZONE ; l ----------------------- ------- | ------------- BUILDFN . �.m. | PERMIT ND . , OWNER -JURISDICTION NO . : COMPONENT -. DIMENSION VALUE : RATING , VALUE ; OFFICIAL CHECKLISl STRUCTURE TYPE : Single-Family ________ ________ PR2D0MINANl EVE OVERHANG Length . 1 . 0U ________ ---------- PORCH _______PORCH OVERHANG Length . | 2 O0 -------- W I N DOWS _______NINU0NS Duuble Clear Total Area 197 , 00 All Vertical Glass Total Area All SkyliQhL Glass Total Arem . 00 ________ --------- WALLS _______WALLS 3xt Wood Pram,"', Arca : 1222 ' 00 R-Voly 11 - 00 Adj Wood Frame Arew, 141 - 00 R-Val ` 11 ' 00 D00RS [xt Nu0 d" Arew 11 . 00 Adj Wood Ar19 O8 ________ -------- CEILINGS FLAT Under Attic Area , 1580 . 00 R-Val : 30 - 00 FLOOR5 51ab- un -GrcJo Porfmeter � 200 OO R-Vali ' OO UUCTS Unconditioned Space Length ALL K-Val . 5 . 8O ________ --------- U 0 0 L 1 NQ _______U00LlNQ Central A/C SEER : 0 . 60 HEATIHC Meat Pump H3PF : ? . 55 HOT WATER Flectrlo EF . Opdroomo ; 3 . 00 ________ INFlLTRATION Conditioned Floor Area ; 1513 . 00 Praut . 2 . 00 AS 8UILT P0IM75 / 0ASE POINTS » 100 = EP{ 28 , 27S . 49 2Q , 404 . 6 -:) 96 . 17 GLASS TO FLOOR AREA RATIO = . 1303 � 27 CITY OF ATLARlTIC 8E #f Per t Neer: �ld�e+ ss'1' l"4 ` Typo': LOX'8119 A z.� x � F` d�II)A 22 3,31 cons " r .0 i 1 " ` Block o � �w �'ro ceed Cts , Sect ,c ►� " ", bd t Est. vatuv* inns: " Sbrea. CT" I civ. Coet'�.' *tel Ike si' n Amount 5.010 ck BTI , x bil App I CAT tdat IT� 25.04 ;. , Valve p , f . . . MT I I"t IR dflft :# DA -INC. , I JASCII� ` I>A 32246 9 NOTES": c AND F00T"m wwrog *011 r a YSIX MC?NT(i$AFTEFS DATE I , BMiAT SE i 1 RAJ + JEy CtEAf �JP�fANA* ir'AWAYbY CONt FACTOR f INOTME FO" # PROVED-PLANS WHICH ARE PART©F THIS PI4 Alda SU � y IC CSF 14PPLIC " 'I Of LAW. 7 77 AT~00SAH IL,QIN TrIlm",T =k y ^^1'- CITY OF 4&0940 BPS"-&;&R44a Office of Building Official VEST FOR INSPECTION j l Permit No. Date A.M. Time P Received �ality �d� Job Address l &D Owner's !�( Z� l Contractor MECHANICAL Name ELECTRICAL PLU BING CONCRETE Air Cond. & ❑ BUILDING �, Rough Wiring J To Out ❑ Heating Footing Temp Pole Fp ❑ Fire Place Framing El G, Blab � C Sewer pre Fab Re Roofing ❑ Final Cl Lintel A.M. Insulation READ INSPECTION Thurs. Friday----- Wed. Tues. A.M. Mon. (j / Z Q P.M. r ectio Final lnsp Inspection Made ancy Certificate of ccup Fj Inspec r Date 1747 o-" DEPARTMENT O 9004NO CITY QF ATLAS IIEACFi .� P ISM I T I 000 AT'I ON . _ _.:.: _ & �T 2 IN I�t ' 1 .A2I Obi : ermi t Number. 171418" A ilr4i 260,, UINKill D* ORIV8 11>16-VLUMSIXG, ",6x il Lc�t, ,• Pro 4!9ed 'Usesection. Q ` , S' ]b4 �nq. � 1Iinos: I Subdiv11 iotll;�L " II KSII A, VaIVO: k Improv. cost:.:. . T4#41Fees - f!1125M PDL c3: « S Cita P � 40, � irk I3*SO.- 25.Qtl Fx, ► 3I lox 3223 bone'.��� � l � O I TION , C,dr' X1328 "," 4 f , i NOTES;; i I Noml INSPE�©NS I�I1ST RE fWOUESTW AT,MAW 24 H>�1� P Tt3 �N BtJI 1NG MATERIAL, RUSBtS 4 ANO,DEBRIS FROM THIS WORK'MU T.NC?T'� PI:�►CI IN UEt.1C$P CI AND MUST BE CL�E3 up ANIS FIAULER AWAY,BY EITHER CONTRACTOR OR OWNER , ► LURE , ' f TN TME �II� H �' 1. .�a �'! � �.T',IN " ' ISSUED ACC4Ri)CNG fi4 APP1~tE31tEi F?I ANS WHICH ARE PART OF THIS PERMIT AND SI RJECT T r:AE'QW-100f,FQR. **t ON OP APPLIC41 OF LAW. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : OWNER OF PROPERTY :— PLUMBING ROPERTY :PLUMBING CONTRACTOR - C-J v CC)d �j 4 CONTRACTOR ' S ADDRESS :_ /3 2-Y STATE LICENSE NUMBER : TELEPHONE : HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS -SHOWERS t LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER a� TOTAL FIXTURES : $3 . 50 + $1.5 . 00 MINIMUM PERMIT FEE - $25 , 00 - SIGNATURE OF OWNER : S I GNAT•U�E OF CONTRACTOR ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904 ) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904 ) 247-5834 j CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: J c7 ,� t vZ t`5G d e- Y OWNER OF PROPERTY: 7,gh ✓7 �S y c� PLUMBING CONTRACTOR: Kel Com, O �r �� �,y �/� 4p,,� � \ CONTRACTOR'S ADDRESS:_Z;',2 K_ Sr S-/— ,7_,q A;I �L STATE LICENSE NUMBER: )';� -/S' ( 35"7 ) TELEPHONE: HOW MAZY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER �LYl TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 0 1 to J 0 - - cops- p ►- 7�Y) - - -- - - s _ Lit-) L-�"JAL.- 410 )�4-o PACK00APM VALL NOT BE A^"EPTED __ - -- - - -- REGAROL-Bg OF FAULT,-WTti£+EiT PRtMGR - POWIGAT{ON B7 CUSTOMER 6VTN1P4 - � '�-_• ____ __ —_-- - -___- __ r - - - - -- - - 4d kiOL1�fi ANf� ll'1_l .aTIuAT {.1�Y _ _- -_- - - NQ_EUE;F'TIONS JOB: 15789 BOBBRITE 1#722 THIS QWG. PREPARED FROM C MPUT R jNP T (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 3.83 7.37 BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2x4 SO. PINE #3 19% BC X-LOC L-R: 0.29 3.83 7.37 C NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN SPECIAL LOADS 70II THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. -------------------------------------------------- N f TC From 74 plf at 0.00 to 74 plf at 7.67 W ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BC From 20 plf at 0,00 to 20 plf at 7.67 N SEE ORWGS. 130 & 16O/l6OA-F FOR TYP. PLATE LOCATION DETAILS. BC 406# Concentrated Load at 3.83 � 4 0i v l0 O Pi W I i i 'r 4X4 2X5 (A 1) 6.00 6.00 2X5 (AD I I nu 1X3 1-4-0 3-10-0 3-10-0 1-4-0 7-8-0 OVER 2 SUPPORTS R-650/ W- 3.50" R-6504 W- 3.50' PLT. TYP.-ALPINE SEON-- 15789 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000 ALPIK ENGIKETEO PRODUCT& INC. TREGES MGM EnnEK utt � DESIGN CRIT:TPI REF R235--57016 o a o E= o o XXIMPORTANT**9uLL MO1 BE REGPdrtIBLe rut ANYWARNING IN Rwm,m&. tFEcrlw AND ,�.�'`�ON 0 , OATRUS DEVIATION rRON THESE SPECIr1CAll" 0R ANY DEVIATION FROM BRACINS.KE 'SNR-715%®RACING 11000 TRUSSES[ . o, •N9 TC LL 3O .O PSF DATE 03/20/91THIS OESISN OR ANY F&3LURE 10 BUILD T9E TRUGG 1N CONFOMAACE C0•ENTARY AND NEC044U4DA7IOi-•TPI1. SEE D,�•:• SIF�"•.;Dp';WITH TIE 'DUALITY STANDARD OSTBS• BT TRI. ALPINE CD4ECT0A5 TRIS DE61w FOR ADDITIONAL SPECIAL PERNA- +1/e 2t {• i TC OL 7.O PSF DRWG HCUS 35 91079023 ARE NANUVACTUREO ;P0H 20 GAUGE SALVAMIZEC SIM LPLESS WHY BRACIK PEOUIPENEMTS. UKESS OT ERWISE • No 34)94 ; 8C DL 10.0 PSF HC-ENG OtHERNISE IMONN. NEE TING REOLOREKN16 a ASTN A44G CRUDE A. S+Drt TOP CWRD&4ALL BE LATERALLY BRACED APPLY CONNECTORS TO WIN/ACES AT EAG JOINT ANO LOCATE AG VITN PROPERLY ATTACKO rL"M00 SRKATNING, 9 /(Jf..1+�= TOT.LO. 47•O PSF 0/A LEN. 7-$-Q o fNOM. SEWING WIDTHS ARE 4' NONIRAL UNLESS OINERbISE BONN. SOT TOM CHORD TR1TN 81510 CEILING OR BRACINS *. �DESIGNN STUCAPM COWOFM W77M APPLICA&C PROV1E10+S Or AS SRECIr1EC o+ DEGIlR. OO AM USE THIS ,,•J ...... � ` 1 33 PITCH 6.0/12 ANDS AND 47PI (PCT). DESIGN W17N r ,�lq DUR.FAC. IRE KTAP(RAIR TREATED LUMBER. f0'Eli O C= O O O O -TPI - TNUBS PLATE IMG'TIIVTE, NOS o7.wrjL CESIBN SPECIrICAT100T N rboon C0WTTLCTIOM •,T"••••'•"a.' SPACING 24.0* TYPE COMN-- .- 08: 15759 BOB BRITE #722 THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS S MENSIONSSUBMITTED BY TRUSS MFR. OP CHORD 2X4 SO. PINE 42 19% TC X-LOC L-R: 0.29 5.52 10.50 15.48 20.71 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE 43 19% BC X-LOC L-R: 0.29 7.18 13.82 20.71 c N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Ut t0 LA 0 v m 0 w 0 4X4 1X3 1X3 2X5 (A1) 2X5 (A1) 6.00 6.00 T' 2 . 5X4 5X4 1-4-0 10-6-0 10-6-0 1'4'0 21-0-0 OVER 2 SUPPORTS R-10744 W- 3.50' R-1074# W- 3.50" PLT. T`9.=ALPfINE SEON-- 15759 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE EM6INEE�ED pamcm ITc. TRAMES REDUIRE EXTREME CAPE DESIGN CRIT:TPI REF R235--57000 a C= a o a o **IMPORTANT**IyuLL MOT of i1ESPO16IBlE FRi ANTWARNING IN NUOLIK, ERECTION Aro ATRUSDEVIATION FMN IMM SKCIFIUTIoc Da ANY DEVIATION FROM 9UCINS.SEE *WT_TW•.®RACING WORD TwaEsTC LL 30.0 PSF OATS 03/20/91 THIS DESIGN CH ANY FAILURE TO BUILD TIE TR SS IN CDrFDrw+cE MWENrARY AND�ECWlT6ArI0+S-+rPi�. BEE °N NTN THE •QUALITY STAMOAM QSTaB' BY TPI. ALPINE CONECTORS THIS CESION FOR ADDITION&.SPECIAL PERIA- W91",;:ZsTC DL 7.0 PSF DRWG HCUSA235 91079030 AME MARFACTURED FROM So SAM SALVANIM WIRE.LOLEW6 NpfT ORAGINS iEQUIP104mrs. u�ESS DTNERWISE i 34794 UFMINISE 90K IEVINS RERIIRE,ENIS OF ASTM AAAS GRACE A. SFOK TOP CHOW SN&L BE LATERALLY BRACED i BC DL 10.0 PSF HC—ENG FSO AFPtr ca.WCTaRc To BDrN tAL7e6 AT EAOM JDIM AGN LOfiTE viTN P•OPERr AnAc•Eo FLTMODD BMEATNIMG JTOT.LO. 47.0 PSF OSA LEN. 21-0-0 RNONN. BEAD WIDTHS APE A• NOMINAL LK.ESS OTHERWISE 6.Ow. BVTTOM DORD WITH Fusio RILING OR BRAC1Nc 's e,L-`-....OR 1 : b`�F DESISN WTAMDW" CONFORM WITH APPLICA&I Pamicmom a AS SPEaFIm a DESIGN. Do 1w UBR TNIc •.,HCl .... �1• .AOR AGN wrF2 O�CTI. oESICN nrN FtaE RErAaDANr TREATED LUAIER. ''tiJ�fRfO.E ;a•'� DUR.FAC. 1 .33 PITCH 6.0/12 a a a C� a C= ",.._,I -TR1WE PLATE iMg mnE NDS-NATIONAL DES:BN SPECIFICATION FDR WOOD COMIRX'noo ~JMI4N��•• SPACING 24.0" ITYPE COMN-- JOB: 1 782 BOB BRITS #722 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) M TT D By TRUSS MFR TOP CHORD 2X4 SO. PINE 02 19% TC X-LOC L-R: 0.29 5.34 12. 15 13.03 18.75 24.55 27.97 Z BOT CHORD 2X4 SO. PINE #2 19% 32.09 36.00 n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 6.34 12. 15 12.15 18.75 24.50 27.85 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 36.00 A SEE DRWGS. 130 6 160/l6OA-F FOR TYP. PLATE LOCATION DETAILS. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH N Bd NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY w SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. cn (D (8) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE � EQUALLY SPACED. ATTACH WITH (2)8D NAILS. BRACING MATERIAL O TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT v (D BY ERECTION CONTRACTOR. O Lu N 5X5 1 . 5X41 . 5X4 1 .5X4 3X8 5X9 2 . 5X4 6.00 6.00 (A I �� �3.00 4X5 (F3) 8} 12 2X5 (A 1) 4X 10 5X 10 3.00 12 - '} 0-6-5 N� �N©i' 2 . 5X4 T 1 . 5X3 9 2 . 5X4 24-1-12 1-4-0 13-0- 15-0-0 12-3-8 12-2-8 11-9-8 36-3-8 OVER 3 SUPPORTS R-5930 W- 3.50' R-17954 W- 3.50" R-10824 W- 3.50" PLT. TYP.-ALPINE SEON-- 15782 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 ALPINE {MGINEERSO PRtXMTS, INC. TRUNKS NEOUIPE ERaEKCUP[ , - DESIGN CRIT:TPI REF 8235--57012 N= 0 r 0 0 0 **IMPORTANT**w.LL NOT BE PEfPa61GLE Fop AHYWARNING IN NLL►CLIMG. ERECt1oA me �ot�ON Q n,,� ATRUSS DEVIATION FRDN THESE SPECIFICATIONS 00 ROT DEVIATION FROM BACING.SH •SWT-75'.4VACINS NowTams, ;��� B TC LL 30 .0 PSF DATE 03/20/91 THIS DESIGN OR ANY FAILVE TO BUILD THE TNE/E5 IW COWCRMAMCE LTy{ENTART ANO IECOM40Q=TIDN`-ATFII. EEE WITH TME *QUALITY GIANOAPD 46185' SY TVI. ALPINE CCplCTWa TICS DESIW FOR ADDITIONAL SPECIAL PERNA- Q 21 • r t TC OL 7 .0 PSF DRWG HCUSA235 91079012 ARE NA"ACTNNED FF04 20 SAUCE GALVANIZED STEEL UNLESTS NEM BRACING NE411NOE n. MESS DTNERWISE • NO H .OTHEAKIK SHONSL MEETING NE4nRENENiS OF AGIN AAAS PRAM A. SHOWL TND CMaw PALL BE LATERALLY PALED ; . BC OL 10 .0 PSF HC-ENG APPLY cOWEC,oRf TO BOTN iACEf At EAPN NOIM7 ANo LOCATTF As WITH Pa�ENL. ►TTAp{0 RYPHI00 SHEATNINNG :A p, a. TOT.LD. 47 .0 PSF C/A LEN. 36-3-8 SHOWN. BEARING WIDTHS ANE I' HONNINAL UNLESS OTHERWISE SOWN. BOTTOM CHORD WITH R1CID CEILINNG OR SPACING �'•.�QpIQ�; Eo-j�OESISM clANDARDS CONFORM KITH APPLICABLE PNOVISIONG of AS. SP,=«iIm ON CESION. DO NOT USE TNI{ J` E. P ITC H =Nos AM ■TPI fDGT1. oEstvN PnTH TIRE RETARDANT TREATED LUNKW. ',�FBf IG��.• DUR.FaC. 1 . 33 6.0/12 0 EI 0 0 0 0 0 0 __TPN TOU{5 0.ATc twtTnc Noe NATIONAL CES'BN OPCCIVICATION FOR W000 CONGTRU-flOW .. "'�, SPACING 24.O.N TYPE VALT-- JOB: 15770 BOB BRITE #722 THIS QWG, PREPARED FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 DEN 19% TC X-LOC L-R: 0.29 5.40 10.50 17.34 24.71 = BOT CHORD 2X4 SO. PINE 02 19% 0 WEBS 2X4 SO. PINE N3 19% BC X-LOC L-R: 0.29 5.40 12.50 17.34 24.71 c N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT SUPPORT . 70 SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ru PROVIDE CONNECTION FOR 530* TO RESIST SLIDING OF MEMBER AT RIGHT ENO OF TRUSS. (D H 0 v (D 0 W (D 6X4 1X3 6.00� iz 2 . 5X4 6.00 3X5 6X ��3.00 2X8 (A1) 2-4-3 12 1X3 (—�-�- 3X9 3.00C.�. + - 12 2-0-0 1 . 5X3 10-6-0_114-5-0 12-6-0- 1-12-6-0 25-0-0 OVER 2 SUPPORTS R-11480 W- 3.50* R-11480 W- 3.50" PLT. TYP.-ALPINE SEON-- 15770 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE a 0.2500 ALPINE E•63KEaEO PaWL TB. INC. TALIGE6 PEOUIRE EIrTmew CARE `- ��,,, ,,,,,,� DESIGN CRIT:TPI REF 8235--57008 o Q o 0 0 o X I M P ORT ANT *$K.LL 101 WEPE67oesIBLE FDA ANY WARNING IN KOMIK. tPECTION Lm N B.B' O Q o C=:) DEVIATION raOM TNESE %KCIFICATIOG ON ANT DEVIATION FRO. GAUCIN6.6Ee •OWT-76•.WaACIK Now TALOU& V�0 RO�y:, TC LL 30 .0 PSF DATE 03/20/91 Q Q O C=) THII DESIGN 00 ANT FAILUAMi 10 BUILD TIE TWAS IM tOWOFKANM CL14EWIARY Aro TEtp•E1pATIVi-.TTrll. EEI :��' '�f '• y 0 o Q o WIIM THE 'WALITY STANDARD CON* BY TPI. ALPIW CONERORS TMS DESIGN FOR AWITIONAL SPECIAL PEWA- :�� �L % s TC OL 7 .0 PSF DRWG HCUSA235 91079039 Q Q o o CAE MA"AMFEO FTp1 PO GAUGE SALVAMIrEO s1EEL LOCESS MENT ePACXN*aEGUIP10fENTe. Va.ER OTNEPKst :at: ��T t• `' C� ALPIN O OTWNISE 9bML MEETING PEM11M ENIS Or ASTM W6 SPAM A. SMDMI TOP CHOW SMALL BE LATEFULLY BRACED • t BC DL 10 -0 PSF HC-ENG o c APPLY ta"CTORG 10 BOTH FACES AT EACH Jolon A40 LOCATE AS VITH PI�[TILY ATTACEO PLYWOOD SNEATNIIR :; !:.fid 70T.LD. 47 .0 PSF a/A LEN. 25-0-0 [� 6NOMN. SEARING WIDTHS APE A' NOMINAL UNLESS OIKRWISE SIOWN. BOTTOM 04M WITH RISIO C£ILIK OR GRACING •.,.(�q\0:'�.Iv�` TRUSS DESIGN STAMDAPDe COISDP•I WITH APPLICABLE PaovIEIOmG a A6 SKCIFI® ON DESIGN. DO NOT LIGE TNIG •.;Fcs "' "E�`;.•' Dua.FaC. 1 . 33 00 . 6 AND -Tot (PCT). DESIGN WITH FIRE PETATOANT TREATED Ltawn. �EgEO' 0 0 o Q o O --101 - TgA16 PLATE I.6TI1tnE roe -NAIIDr L DESIGN SPECIFICATION FOL Worn camsTOUCT100 u�T�•,„' SPACING 24.0" TYPE .SPEC-- JOB: 15761 BOB BRITE 4722 THIS OWG. PREPARED FROMOMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SO. PINE 42 19% TC X-LOC L--R: 0.29 7.00 10.50 11 .87 = BOT CHORD 2X8 SO. PINE #2 19% n WEBS 2X4 SO. PINE 3 19X, EXCEPT Al.; SHOWN BC X-LOC L-R: 0.29 7.00 11 .87 C N wi-2x4 50. PINE 42 19% : : w2-2x6 so PINE 42 isx 2 COMPLETE TRUSSES REQUIRED --s N NO :JANE. KNOTS, SKIPS OR OTHER DEFECTS E:HALL OCCUR TN FASTEN TOGETHER WITH : 16D NAILS THE PLATE CONTACT AREA OR SCARFED AREA CF WES MEMBEFSS. TOP CH ------- --- ------ 16" O.C. WEBS --- ------------- 4" O.C. STAGGERED ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BOT CH ------------------- 3" O.C. STAGGERED N SEE DRW35. 130 & 150/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED O FOR (2) -160 NAILS IN BOTTOM CHORD ONLY. \! 3646# FROM #1 HIP. NOTE: i..00ArE STAGGERED BOLTS 2" FROM OUTER EDGE OF CHORD. � ALPINE G-90 HANGER MAY BE USED IF SUPPORTED GIRDER IS 3" THICK OR THIS HIP GIRDER DESIGNED TO CARRY 37' 0" HIPSET WITH #i HIP " LESS. AT 7' 0" SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE, (0 ANO 2' 0" SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT. 6X'7 2X4 00 2X4 3x5 (A1) 12 � � 6.00 V2 4-9-3 �_I 8X8 8X8 10-6-0 1-8- 12-2-0 OVER 2 SUPPORTS R-2804# W- 3.50' R-54484 W- 3.50' PLT. TYP.-ALPINE SEGN-- 15761 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PR0MJCTS, INC. TTTUSSEc REQUIRE E"RENE CAM ,. DESIGN CRIT:TPI REF R235--5700 o a **jMPORTANT** GHALL IDT BE PEGPaNBIBLE POR AHVWARNING IN MKILING. EPECTIon AND ,0,'`G`ON04"4 a o 0 o DEVIATION PRCM THFSE sPEc1r1CATIoAs as ANY DEVIATION F BRACING.S12 *WT-7B•, QIRACINF MM TRUSSED ;���1` . 6,p's� TC LL 30 .0 PSF DATE 03/20/91 a CJ C= [= THIF DESIGN OR ANY FAILURE 10 WILD THE TAM IN COWORMUA:E CowENTARY ANO PEC0W*M*ATI"-,TPI). FEE +i,,:' I IF�'•••.O . 0 0 0 o WITH TK 'OUALI7Y STANDARD osteo• BY TRI. ALPINE CONKCTWS THIS CESI?1 FOR ADDITIONAL SPECIAL PERNA- TC DL 7.0 PSF DRWG HCUS 35 9107901S C= O O a A»E K"LWACTLWO FRH 70 SAUK SALVANIIED STEEL NiEW "De BRACING iEWFN IREHTs. LAi.ESS DTNERviGE f s Y'<7 No 34794 1 : BC DL 10 0 PSF HC-ENG AL P I rI a OTHERHISE SHOOK 7EETING REIEIIREAENTS Or ASTM AAA$ BRACE A. SNOML TLP Cmm SHALL SC LATERALLY GRACED :` ,( � [= a APPLY co•400n 10 WIN FACES AT EACH JOINT AND LOCATE AS WITH PROPEPLY ATTA7E0 PLYw=0EATNING. ; /L+R.a�? TOT.LD. 47 .0 PSF 0/A LE 12-2-0 C= TRUSS a SHOW. BEARING MIOTHS ARE NOMINAL INLEGS D1KAMIGE wow. BOTTOM 0470 WITH RIGID ftnlND oR SPACING �•.,lpato�:'�?:` DESIGN S1ANo+ROB CONFORM WITH APPLICABLE POOVISIONS OF AS LPFCI►Im H REFI GN. 00 NOT USE THIS •.,.J'�•' �E.,•• DUR.FAC. 1 .33 PITCH 6.0/12 [_ •,oG AND-TPI tPC7). DESIGN WITH FIRE PETAPOINT TPE►TED LUNBER. 'A.,FAfO•Et��,,••' C=3 o c� a a o -NATIONAL DEuaN W%CIFICATIH FCR MOOD COeTRLCTIoM """'•"" SPACING SEE ABOVE TYPE COMN-- •--iv1 - 1R�JBB PLATE IN4T17V7F NDB FLORIDA ENERGY EFFICIENCY CODE O ua- FOR BUILDING CONSTRUCTION l FORM 900-B-91 Section 9—Residential Point System Method Climate Zones Department of Community Affairs NORTH 1 2(j PROJECT NAME L 1/4 LINIG /OE BUILDER: T'� � W AND ADDRESS: N1 T PERMITTIN CLIMATE 1 ❑ 2 ❑ 3}p( Q OFFICE: 44(/17 C A,6,-4C9 ZONE: IGS �^ PERMIT JURISDICTION OWNER: /.�40r 1!g07-C- 1,444WS IA(< NO.: ❑� I to NO.: C NEW CONSTRUCTION F MULTIFAMILY,NUMBER OF CONDITIONEDSQ. GLASS AREA AND TYPE UNITS COVERED BYFLOOR AREA �LL'J FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION E] THIS SUBMITTAL: FM PREDOMINANT EAVE OVERHANG �. SINGLE- �m FI PANE SQ. SINGLE- SQ.FT. MULTIFAMILY ATTACHED ❑ C CK IF THIS SUBMITTAL LENGTH FT PANE L�L�J PRESENTS A WORST CASE PORCH LENGTH �. FT. DOUBLE-PANEj � FT DOUBLE-PANE F FT SINGLE-FAMILY DETACHED .CONDITION: 7 NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R = so. FT- KFT I W S(71.1 HIFT, E[1 I I I 1 1110 CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLABPERIMETERR = RAISED:WD C CON C R = FT. F0. 0:1 I I—� FT. �j FQ. ❑ DUCTS COOLING SYSTEM HEATING SYSTEM �1GHLVAv�C CREDITS I HOT (WATER SYSTEM HOT WATER CREDITS CENTRAL ❑ELECTRIC STRIP [�T ❑CEILING FANS C ES. LECTRIC ��R UNCONDITIONED ❑ . TIONED PUMP F. SPACE R = ❑ROOM ❑ NATURAL GAS ❑ CROSS VENTILATION ❑ NATURAL GAS ElME . j OTHER HEAT RECOVERY(C Em ❑ E/ ❑ PACKAGE TERMINAL ❑ROOM UNIT OR FUELS ❑WHOLE HOUSE FAN ❑ OTHER FUELS DEDICATED AIR CONDITIONER PACKAGE TERMINAL HEAT PUMP: ❑ .❑ IN CONDITIONED HEAT PUMP ❑ NONE ❑ ATTIC RADIANT ❑ NONE SPACE R = ❑ NONE BARRIER E.F. = �,❑ SEER/EER= ®,® AFOUEHSPF! �. ( ❑ F MULTIZONE EF .® BEDROOMS = INFILTRATION PRACTICE USED - I I L 1 �"� I`'' N I X 100 = . 11 #1 E3,#"2 El #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. � " CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify that t a pia nd if Ions cover d by th Iculation are in cTw ith th Review of plans and specificatio red by this calculation i tea compliance with a Florida Energy Cad the FloridaEnergy Code.Bef con tfuction is co ted,thisuing ill be inspected A:� PREPARED BY: DATE: for compliance in a=an ith ion 553. F!S. BUILDING OFFICIAL: I hereby certify th t ' I is in co liar' a nergy Code. //�� ��_� / OWNER AGENT: DATE: 4` Z!�� DATE: CITY OF 4&4^40 h -494M,4 Office of Building Official REQUEST FOR INSPECTION Date ~ '` Permit No. Time A.M ReceivedDistrict No. fE Job Address Locality Owner's Name Contractor BUILDING -tSfVCRETE ELECTRICAL PLUMBING MECHANICAL Framing CJ Footi ��..----- Rcaugh Wiring 0 Rough ❑ Air.Cond.& 0 Re Roofing 0 Slab t'0 Temp Pole 0 Top Out ❑ Heating Lintel 0 Fire Place d Pre Fab _FgAQY FOR INSPECTION A.M. Mon. Tues> Wed Thurs, Friday-P.M. Inspection Made Inspector Ia " Final Inspection❑ Certificate of Occupancy Date CITY OF 4&aot ft - Office of Building Official REQUEST FOR INSPECTION rpt Date - L Permit No. t Time r G1 G7 _�� Received hDistrict Na. ddre ij togifty t� � r Owners f ,�"�''�,, j�� / Name L..c �.X { trebtor�/ BUILf31NG CONCRETE ELECTRICAL PL MMNU— MECtI ICAL Framing C7 Footing 0 Rough Wiring D Air.Cond.& 0 Re Roofing 0 Slab D Temp Pole Ci Top Out ❑ Heating Lintel 0 ❑ Z n6&,(Sk4h ~ Pre Fab -OWADYAOR INSPECTION A.M. Mon. Thurs._�. Friday—P.M. Inspection Made Inspector F, KE B Final Inspection❑ Certificate of Occupancy Date 035 ;7-t ~ ! CITY 4F 4&4Od4'0 B -494 Office of Building Official REQUEST FOR INSPECTION l pate � ��� �`' Permit No. Gt_��� -� Time ` ZD) J Received P-707- plstrict No. Jab Address Owner's actor ILDI CONCRETE IELECT7RI�AL' PLUMBING ECHANtCAL Framing ❑ Footing ❑ h WAir. fie Roofing ❑ Slab ❑ Temp le ❑ Top Out ❑ Heating Untel ❑ Fire Place ❑ Pre Fab Y FOR INSPECTION A M Mon. f 'f )� Wed. 7hurs. Friday P.M. Inspection Made Inspector Final Inspection❑ Certificate of Occupancy { ° Date CITY OF 37� " Office of Building Official fj REQUEST FOR INSPECTION Date j r Permit No. Time A.M. Received P,M, District No. / ' Job Address Locality Owner's Name Contractor z BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing G Footing Q Rough Wiring 0 Rough Q Air.Cond.& 0 Re Roofing 0 Stab ❑ Temp Pole 0 Top Out ❑ Heating Lintel Q Fire Place Q Pre Fab READY FOR INSPECTION A.M. Mon. 1� r Tues. Wed. Thurs. Friday P.M. .,_..0 A.M. inspection Made A P.M. Final Inspection d P Certificate of Occupancy (r tt Date x r , 1 ` ��OF'An T!C= AM; RMIT ifr t;Tr. -------— y � . 77" d�` �IUKS, D ` PRI V ` �,� * PLG 32233ork: WE " ti Lot "CrN1 S } tin : "r? [ ►# 3Ci .v� , FCt �1�►�►t�at. �da��,tx�s ����'�!�.QIP otal A** tant Pig `# / y �i s � ;jyr '��r fr�r"� *„ [i qa7' �+ •7C sLW � �yy��n}n.�,,. 4 f P i' o Alk r +~ 7" OF 499- R OO ACT rr "d` .. �. AT Ell" "` As- 00" ► a r �' #t . ? O t7 " ACS" . i , OTHE Na"i�S:. r 1 `i WO lCl*;==-wAILLCt3MCMTIE F�3RMBAND FOOTINGS M04T BIS IAV#�� EO BEI�OFtE;toUli�NGi PER �{1� voto=SIX MONTHS AFTER bAT "CY� lttC t3tPIFa fi�tATE,RIAl.,RUB81SFi.AtV©'t JEOkIS�F4OM THIS WORK MUST NbT SI+Pt-AC fi�1N PtJ$t�C t�!1 C; ,. t MUST OE IEA JPAt�t©HAUL] AWAY;I3Y ttHER CONTRACTOR OR tJWN R HANIC "NG lrl�t tl ACCQRgiNQ t Af�PF3Q)Mb,PLANS'WHtCH ARE PART pF'"THIS,- webR R�tt(T ANl S , ECT 11�ClA1IQN OAf� i:tGABI.E PRfVSib�l QF tAW. � A' ;,ANTIC GFACH 13UILptd!tC�rt3 AtTMN , % fig,' kr s 37 24 OF-PAtRTMENT OVIOUJILOWE .. CITY CSF"ATLANTIC R ATw Fw 11311 l'W 4bJi1 'r7s ORNAtION Ad ATLAuTZC '8) ACN, "t»L#l2I13A . L '" #X' 3 NEW . ' .._.. �. ." i Cctr. Lot,: 1�k F�rvperd "Lli i S.y ' hiPN t p 90's Codo subdtvi V 00 mv Pago 4, Aa .: � -�» A:PPLICA! 10 PR Add �. 'Yis tA't" `�A, � P .04 , $1B�boY .° AYyICA y����. aha■c y(yyp.�.- �y1c�� swyw� �.t'�■may � ,� ..: I•A��rrt� `■Ajip,iw��yF. Ylti 4 W. [ i JL'fyy.�//�.'`'r}� .,. 4!ilr�il� FSA '`i,' i'{+i{✓ , latulrit�s PLA C©. �CATI 'AR Q(), YOO Q" 1,14 pp 00 NOTES: NdTlCE.—Ai:1i GONCFRET t AM0 AND�t?OTINCiS MUST 09,#FIS# DC7 t3;E3lC;i 3RE P4�UI #N,Q„' PERMIT r/OID SIM MONTHS APTEt faATE CiI=lSSIE !{1:C3ttUG MPiTER1Al ,RUSBSIi"AfVp.G3EtJR'i5 FRUM 1 HIS MURK MUST IVpT BE F.-PLACE, ilkt1BltC SPACE,AND MUST BE L ARES UP AN, HAULED AWAY, Y fTF=1 t Ct?r�tTRAGTOR OR 04AtNE14 #t` IF TO 14 THE MECHA `lK` i NG TWICE :Q H s ; ACCQFRI #NC3TQ At PfiOV D PLANS WHICH ARE PART OF,TM"# `PERM f AN6 SU 3JE MAT#O#+i QFAPPLICABLlw PPOVt�tG^#�t ' P LAW. AILA #T 81 AGH BU11:t31N.G DEPARTMEt,T' .rte s �,z�vr� >�14 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1 a(o LJDJ-k, 5 L D(z 'ADE - PLUMBING CONTRACTOR: LICENSE NUMBER: OWNER: BUILDING CONTRACTOR: TYPE OF BUILDING: 5j - F"rSL Y 5 SINKS / SHOWERS LAVATORY WATER HEATERS BATH TUBS J DISHWASHERS URINALS ✓ DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: $15.00 ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. Address ; �� ; �j r,,t Heated-,Square Footage % S / @ $ S . Q 0 per sq ft = $ t .- � e/ d_. 2 @ $ �{, C�C�per sq ft = $ '� `\+ t/Por �.- . ` @ $ per sq ft = $ ; '} e 4, Deck -------` @ $ per sq ft = $ Patio `--""" @ $ per sq ft = $ TOTAL VALUATION: $ ( ( a I Total�laluation 1st $ (A Remainder Valuation per thousand or portion thereof $ ----1 Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED , + 2 Filing Fee Mechanical Fireplaces @ 15.00 $ . Plumb' ; BUILDING'PERMIT FEE $ Electric/New Electric/Temp Septic Tank BUILDING PERMIT $ Q WATER METER CHARGE $ Well Swinrning Pool SEWER IMPACT FEE $ / � , ' 0 � Sign WATER IMPACT FEE $ a 49 Water Cormection MISCELLANEOUS $ 34 Sewer Cormection Cc Water Meter $ Elevation Certificate GRAND TOTAL DUE $ � �` ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES ,r► �,� /CHIT Y_OF 4&aa& l3 'fXi,Cit- � Office of Building Official RBOUEST FOR INSPECTION Date _-- Permit No. I / Time A.M. Received J+ ) P n Job Address � — Locality Owner's Name _ Contractor BUILDING CONCRETE ELECTRICALC�PBING MECHANICAL Framing ❑ Footing Ci Rough Wiring _ 0 Air Cond. & L Re Roofing Slab Temp Pole Top Out L—i heating Insulation L Lintel Final E] Sewer E, Fire Place ❑ Pre Fab READ INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday �� � A.M. nspectian Made -RM.Final r � Fina!Inspeciia Certificate of ccupancy C Date