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Permit 1155 Ocean Blvd (vault) r ADDRESS //_55 5 ca/ BUILDING PERMIT NUMBER //Iq/si INSPECTIONS : Fnn'T'ING 96 UNDER SLAB PLT-7MI311211G lv' l3- 6 FFpII iG �I- - I 1 CnvE -U.P - '9-7 INC' TLj1 _ _ ij FINAL BUILDIN^ CERTIFICATE OF ^_' ELECTRICAL PERMIT # 7 /0//3z9- ROUGH 9-RGUGH FINAL MECHANICAL PERMIT ## /.5 -31/ 9 61 -62-4 1,5_Y7J_ PLUMBING, PERMIT � ' SlLGtApi� /Z -f/ NOTES : C_j_ 14�� / � WTI. E'-1 Vj CITY OF ATLANTIC BEACH 800SEMINOLE ROAD j . ., ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 � F31 r INSPECTION EMAIL REQUEST: Building-dept eoab.us Application Number . . . . . 07-00001015 Date 3/13/08 Property Address . . . . . . 1155 OCEAN BLVD Application type description RESIDENTIAL ADDITION/ALTERATION i Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2500 ---------------- -� ------------------- ------------------------------ � ---- desc EXTEND DECK ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MARK ANDREWS OWNER 3691 OAK STREET JACKSONVILLE FL 32205 ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . 1500 Expiration Date 9/09/08 ----------------------------------------------------------------------}- (--- Special Notes and Comments 4 *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45.00 45 . 00 . 00 . 00 Plan Check Total 22 .50 22 . 50 . 00 . 00 Grand Total 67 . 50 67. 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f S>inecial Information for Owner/Builders DISCLOSURE STATENffiNT for Section 489.103(7),i'lorida Statutes: _ STATE LAW REQUMS CONSTRUCTION TO BE DONE BY LICENS192D CONTRACTORS. YOU&AVEAPPLIED FOR A MaRT UNDER AN FXEWT1ON TO THE LAW. The exemption allows you as the owner of your property,to act as your own contractor even throughyou.do not have a license., You must supervise the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You:may also bind or improve a commercial building at a cost of$25,000 or less. The building must be for your own use and occupancy."It may not be built for sale or lease. Ifyou sell or lease more than one building you have built yourselfwitbin one(1)year after the construction is complete,the law will presume that yo-m built it for sale or lease,which is 4 violation of this.exemption. You may not hire an un-licensed person as your contractor. Your construction Foust be done according to building codes and zoning iegulations. It is your responsFbili#y to make.sure that the people employed by you have licenses required by state law and by county or m>imicYpal licensing ordinances. In addition,the owner must supervise construction and becomes liable and responsible for the employees helshe hires. This responsibility includes,but may not be limited.to: 1. Workers Compensation,for workers injured on the job. 2. Social.Security Tax roust be deducted from employee's wages and matched with owner's funds. 3. Federal WitlJholding. Since owners must be liable for injuries to workers they hire,the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy clearly protects the owner. Owners hiring workers become employers and should also observe MS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un-licensed contractors cannot be employed under any ciraln stances. Owners are subject to a$5,000 penalty under Florida Statute#455288(1)instigated via Building Division citations, An Occupational License is not adetluate. The owner should physically see the county Certificate of Competency or the Flprida Contractors Certificate to ascertain a person is a licensed contractor- Telephone the building Division(24.7-5825 m doubt. / - I hereby acknowled e that I have read and understand all the above on this Day ofOvifi , Ro--Uk erBunder Sipa ue Address Print Name Telephone Nurn5er STATE OF FLORIDA-- COUNTY OF DUAL Before me personally appeared feu ma wall"1mow-n.to be the ind-n:dual and owner builder described in andwho executed this instr went and severally acknowledgedthe executionthereofto be his ownfree act and deed as such owner builder hereunto authorized 3-! `PVITNE S nay hand and official seal this !(L day of at ti otic Bea C only and State ai'oresaid. i SHIRLEY L. GRAHAM gar P�' Notary Public-State of Florida N y PUBLIC, TATE fT!!�A N y EMy Commission Expires Feb 14,2010 d PrintName: of vCommission#'DD 518533 Bondgd-SY N416'at Notary?Assn. *. ..•.- k :..,.,:::,,::.-,,,:,, ,.:.:,- MY �SsiaN ENMESu-P : ersonally Known ❑Identification: q ii 'x: MAP SHOWING SURVEY OF L�.i �1 ;�4'+ i�, i,:j TjA i ^.i'it�l^'� i .�J�eC .,��' dr� LN�' LJ�.+t.�K, r y i"{'Y..r, ZDV tilYU iil.r� J�'1�i��T,`1 V�Y ( BUT hC �`I iPt^I,iJD';:C ? PLAT Tit C!K 61 P{C:: Ly ALT, OF - CURillW'!' f'U LIC RECORDS OF ',i[1Clr1L COUNTY, 'L11".DA r~:�r"� '� 1., �,• / {�f�,'/'"''':<:: L—. �'.� 11,<t��v1r, I 9I r i. t N N � � t-t r $ : n 50'R�r✓ FILE Cap S H. A. DURDEN r & ASSOCIATES INC RCc:15 TSN FU 9Uq vE'CR NO tR7A it.:. LAND far HYDROGRAPHIC y — ---•_SURVEYORS ! POST OFFICE BOX 50670—� SIGNE[7 58 STH STREET SOUTH JACKSONVILLE BEACH, Fl-A.32250 S C A L E -- -- ."nr. r r�r II . i _ f ILE , COPY I � riy)1'�r�J, CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM R ED DEPT: ���n/Y N PLANNING PropertyAddress: � V Y N BUILDING PUBLIC WORKS Applicant: ��1�L 0 N PUBLIC UTILITIES ' Y N FIRE DEPT. Project: y�( I/V UTaL(i� Y N PUBLIC SAFETY UJ APPROVAL 00 REQIRE AGENCY: RECEIVED BY: INITIAL: DATE: Z LU Yli N I D.E.P HUFSTETLER Q d YII N I S.J.R.W.M. CARPER UJ _ Y N ARMY CORPS of ENG CARPER O YlGr HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE O<BUILDING4DA KP REVIEWED BY: INI L: D E: 1 ST REV PLANNING ® ® 2ND REV UILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once y®u have entered your comments into the AS400. CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # IIJ 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.cmab.us APPLICATION TRACKING FORM R P ED DEPT: 1� Y N PLANNING Property Address: did y l/ /�N 6IV Z Y NI BUILDING PUBLIC WORKS Applicant: 0 N PUBLIC UTILITIES /^ /� �'� Y N FIRE DEPT. Project° N U�`'' ���/"'' Y N PUBLIC SAFETY w APPROVAL U p REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: UJ a Y N D.E.P HUFSTETLER 2 M O Y N S.J.R.W.M. CARPER =a Y N ARMY CORPS of ENG CARPER 0 Y N L HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA APE STElqf WED BY: INITIAL: DATE: I:ffjREV ® S LANNIN BUILDING ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Bifil ing Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # b W 800 Seminole Road Atlantic Beach,Florida 32233 ;"� , /D/ (904)247-5800 %. (904)247-5845 Fax www.coab.us Iz APPLICATION TRACKING FORM R ED DEPT: � `j Y N PLANNING Properly Address- �l OG��iT�y IVZ Y kN BUILDING PUBLIC WORKS Applicant: N PUBLIC UTILITIES �/j'� /� G Y 6V FIRE DEPT. Project: �' ' '/���V �L�/� Y N PUBLIC SAFETY U) APPROVAL 0 0 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: L = Y N D.E.P HUFSTETLER 05 O Y S.J.R.W.M. CARPER UJ LU Y ARMY CORPS of ENG CARPER Q F- O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: ATE: ® ® I ST REV ® lZe _ '2 /C 7 PLANNING BUILDING ® ® 2ND RE:V]7[]l UBLIC WO PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. Special information for Owner/Builders DISCLOSURE STA.TEN1EN'I'for Section 499.103(7),Florida Statutes: STATE LAW REQURIES CONSTRUCTION TO BE-DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A.PEPdWF UDDER AN EXM"TION TO THE LA,W. The exemption allows you as the owner of your property,to act as your own contractor even tbroughyou do not have a license. You must supervise the construction yourself You.may build or improve a ane-family or two-family residence or a farm outbuilding You may also build or improve a commercial building at a cost of$25,000 or less. . The building must be for your own use and occupancy:'It may not be built for sale or lease. If you sell or lease more than one building-you have built yourself within one(1)year after the constriction is eoxmplOtei the law wilI presume that you built it for sale or lease,which is a violation of this exemption. You xmay not Dire an un-licensed person as your contractor. Your comtruction must be done according to building codes and zoning regulations. It is your responsibility to xmke.sure that the people employed by You have licenses required by state law and by county or municipal licensing ordinances. In addition,the owner must supervise construction and becomes liable and responsible for the employees he/she hires. This responsibility includes.,but may not be Med to: 1. Workers Compensation,for workers injured on the job. 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal VTathholding_ Since owners must be liable for injuries to workers they hire,the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy clearly protects the owner_ Owners hiring workers become employers and should also observe RZS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un Beer sed contractors cannot be employed under gg yeircumstances. Owners are subject to a$5,004 penalty under Florida Statute#455.288(1)instigated via Building Division.citations. An Occupational.License is not adequate. The owner should physically see the county Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed contractor_ Telephone the building Division(247-5826 in doubt. �L1- I hereby acknowled e that I have read and uFaderstand all the above on this Bay oi,-�� OwfierBiylder/jSignature Address Pnrrt Name ` alephone Nuni5ar STATE OF FLORH)A: COUNTY OF IDUVAL Before me personally appeared to me well kmown to be the individual and owner builder described in and who executed this instrtunent and severally acknowledged the execution thereofto be his own free act and deed as such owner builder hereunto authorized VffTNE S my hand and official seal this day a 'tylp, tic Sea C eguty and State aforesaid. �.t�er Pon•. SHIRLEY L. GRAHAM r JL Notary Public-State of Florida BLIC, TATE® RtIA . My Commission Expires Feb 14,2010 Cornmissiori#DD;518833 Print Name: OF FAQt Bonddd-13Y NatiorjaE Notary.Assn. MYf SSIONEXPIRES: ersona€ly Known ❑Identification: a CITY OF ATLANTIC BEACIi APPLICATION FOR POOL PERMIT Job Address f/S S �C ` 121- V6 Lot # -� Block # Subdivision Owner lydleA�- s��C�� e -S Address Contractor K �L7Sr lz e.fivL j��� ( /S�r�(✓� ¢ 1 � C_ Address 3� G s i 9yL�S %i^-lee- License Number 2- Valuation Valuation $ %SOCy Gallons /a mm 0 SITE PLAN front m a a (D co rear Signature Owner Date Signature Contractor /�-t Date �— ti Q'6 �r RECE '`� �,w,rN of atlantic beach City and Zoning F306%ng N W F Z A MAY EXTEND AND BEND INTO DECK 30 Q 6'x6' WATER LINE TILE LADDER OR STEPS REQUIRED r, W OL Vi 4 Q POOL WALLS SHALL BE A DISTANCE d r d FROM PROPERTY LINES AND BUILDING f E t } ! # f FOUNDATIONS OF NOT LESS THAN THECOVER DEPTH 0 EXCAVATION BELOW NATURAL P �' ! 4 e f f' p N f ! { { F f GRADE. k ! f k 6 E #3 REBAR @ 12' O.C. MAX I BOTH WAYS CONT. THROUGHOUT ! ! N WALLS AND FLOOR C E i FOR POOLS OVER 6' DEPTH THE FOLLOWING 6' SUMP 6' REBAR SPACING IS REQUIRED 6'-7' #3 @ 8' O.C. MAX. ' MIN, 3500 P.S.I. , ' #3 @ 5' D.C. MAX. CONCRETE FLOOR AND BEGINNING AT 4' DEPTH, AND EXTENDING WALLS 2' ABOVE AND BELOW COVES AND 5' ABOVE AND BELOW FLOOR BREAK. TYPICAL SECTION THRU POOL ACTUAL CONFIGURATION MAY VARY 1. DESIGN SPECIFICATION STANDARD BUILDING CODE(1994 EDITION) 2.MERE A DETAIL IS SHOWN ON STRUCTURAL DRAVINGS FOR ONE CONDITION,IT SHALL APPLY TO ALL SIMILAR OR LUKE CONDITIONS, UNLESS NOTED OR SHOWN OTHERWISE. IF CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING ELEVATIONS,OR OTHER CONDITIONS WHICH PROHIBIT EXECUTION N d I; IF THE VORK AS DIRECTED ON THESE DRAVINGS CONTRACTOR SHALL F I X NOTIFY ENGINEER IMMEDIATELY. W f 4. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SOWRE PLUMB N I I. AND TRLE,OR IN OTHER PLANES OR SHAPES AS SHOWN ON THE J=A N DRAWINGS JOINTS SHALL BE TIGHT,EVEN AND FREE OF OFFSETS.NO Pim c')(W H t 1 FIELD ALTERING OF ANY!EMBERS VILL BE ALLOWED THAT WILL CAUSE THEM NDT TD BE IN ACCORDANCE WITH TME DRAWINGS AND {� - 1 rSPECIFIC ATIDNS,WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. J J f 5- GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ADEDUATE SHORING, H W BRACING OR SUPPORT TO PREVENT MOVEMENT,SETTLEMENT,OR DAMAGE TO THE STRUCTURE DURING CONSTRICTION P*111 IRES ASSOCIATED CL n LaWITH THIS PROJECT. T 6. CONCRETE CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS HE Q Q; SMALL 3000 PSL 6' MAIN DRAI / 7. CONCRETE VOW SWILL COMPLY WITH ACI'SPECIFICATIONS FOR VJ C r STRUCTURAL CONCRETE FOR BUILDINGS(ACE 3Di-72Y AND APPLICABLE PROVISIONS OF ACI 318-89.KEEP A COPY OF ACI FIELD REFERENCE MANUAL(ACI SP-15 72)WHICH INCLUDES ACI 301 AND OTHER ACI AND ASTM REFERENCES ON THE JOB, W U< S. ALL MAT AND FOOTER FOUNDATIONS SHALL BE PLACED ON A COMPETENT CROSS S T I �! SOIL WITH A 1UNIMUM ALLOWABLE BEARING CAPACITY OF 2 NSF. l7 I�D.1-7 v 9. CONSTRUCT AND REMOVE E FOR CON E ACCORDANCE WITH 'RECOMKNDED PRACTICE FOR CONCRETE FORMWORK•CACI 3{7-68). LEY I SCRrTKO OF FLANGES Dar C.R. Caude 1, P.E. DRAWN BY 555-F Blanding Blvd Orange Park, Florida J. CAUDEL !O7 SCALE -1 Phone (904)269-0910 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 5 z z - 9 Building Contractor: Gly G�1 Building Permit Number: Address : l l S �JC�'� n /3lc)O- Legal Descripticn: fi� /DC/� ��� A-f- IjT(C ,'3&14C4 Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as �i �� / ,f' �'`� � � h carr►�. Lowest Floor Elevation: J�C� 1' S� O required as built r - BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire �) Public Works 5 - 22- �4 Planning S-ZZ � Building 5 -Z2 -9 S/ r CITY OF Bea -A-0;&U-la P t� Office of Building Official REQUEST FOR INSPECTION - 6 Date .5 —'o - " �y Permi o. Time .M. Received // _ P. -dlllll� 10 Job Add ss Loocr Owner's 11 Name Contractor UILDING CONCRETE ELECTRICAL PLUMBING M&ANICA Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION LL A:M: Mon. Wed. Thurs. Friday -'� A.M. PS , Inspection MadePM. Inspector nspe i Certificate of Occupancy Date AA1'- CITY OF ri, l C Qe"A-O Office of Building Official REQUEST FOR INSPECTION Date - Z j tL--- Permit No. Time A.M. Received / f? r LJJoo�b,AAddress Loc • Owner's / `//�� ���� Name J.�-�1---- Contractor I�BU EIA � CONCRETE ELECTRICAL PLUMBING MECHANICAL �ram—P-ng---_ ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. l Wed. Thurs. Friday P.M. 0 A.M. Inspection Made P.M. Ins � Certificate of Occupanc Data � Z�br '4f •�daS :ao�gM��1 �b6r1z amnr ia"--opr,�. J CIT It M of (�rru r ' C9itu of Atlantic Neu# — Nnribtt ( r ! Department of "Suilbin J Inspection � >r � This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the ; various ordinances regulating building construction or use. For the following. � C Use Classification Single Family Residence11418 Btdg.Permit No. Group w.frame Type Construction S Fire District Atlantic Beach t Owner of Building Mark Andrews Address 1155 Ocean Boulevard Buii Address 1155 Ocean Boulevani,.lity Atlantic Beach FL 32233 1 j By: DON C. FORD (} m b Building Official 3 -j Date: ��. j POST IN A CONSPICUOUS PLACE co . KV J JUN-03-99 122 SS FROM=CMHJ ADMN ID=9043996849 PACE i!1 - MA W40WING DC UWAR.Y SAY � LOT 3. BLOCK 43. ATLANTIC BEAC14. DWAL CC)t,11�4TY, �, A$ CO�RLDED IN PLAT 1300K 6. PAGE 1 pF T1 ORIDA C RECORDS OF SAID Dt.IVAt, CCNTY. RI�NT X11121 E D TQ MARK A,0R i caDM^*.s eAca.4 rKST A&INWACAW -rr nm cy.l opR�XJL•a +rPJM,ry,.. 00r=. 'AN B0ULEV' ARD +aaTt) � fit'•• ,._ _' ��----- ..r �. i�ji� s • plt, • "SiTi i'S 2�.t' Z.TS' • L OT 4 POOL. F ZA ' . ate, -• :�:v��' -. - ; . . .- �, s-ruccv _ o MOCK 43 6Xs 3s.r' t•.cef L' O. * a 41 LOT 8 L 0 T 9 LOT' f O mtrael>N umma=r-ow we w.m*. , saEro� a ���Mrr11m1/;lAiwn f11y Imp+rMe.•' n...+r._�... _ LMS .i,.... uiv as..r FLOODPLAIN DSVEL.OPHENT INFORMATION Type of Developments ��� �: y ------------------------- Flood -- -_____ Flood tone: w 1 Required Lowest Floor Elevations �►rrr..��rrr r.� If building is located within a flood hazard zone, a survey aunt be Stade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the baa& flood elevation established for that sone. No Sinai inspection will be wade and no certificate of occupancy will be issued until the survey is on -fili with the Building Department. COMMENTSs Applicant Aoknowiedgewentt I understand that the Issuance of this permit to oostingent up" tho above information being correct and that the plans and supporting data have been or shall be provided as required* t agree to comply with all applicable provisions of Ordinance No. 29-7-11 and all other laws or ordinances affecting the proposed development. Date__ ' r L_Applioaat•s Signature_ Department Use Required Lowest Floor Elevation " _ ..rr�rr..rr rr rr As Built Lowest Floor Elevation r- Survey Filed with Building Department Buil ing Doper twent Representative page 3 a CITY OF >�2�a.�ctic �eacl - f°Leda S00 SEMINOLE ROAD __-- -__—_ -- — - -- ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-,800 FAX (904) 247-580$ NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and const'ucti cn water is no longer needed: Permit Number Address �//� S' ely, /;, fit.!C� Building Department L ATE : ARE-SERVICE DIVISION JACKSONVIELL:: —ELECTRIC AUTHORITY 7-,I WEST DUVAL STREET JA(rK:�CJ N'J ILLQ r r L' RIvA O ' THE FOLLOWING I L 1i\ISFEC'110N t{AV`. c.E i'lA E J� 11JFACTORY : ---------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, /DR/CO3INSP IJILECTIObt DIVISION cc : FILE Out trate of Mccupar, (situ of Atlantic Ntacll — Nloriba Bepartment of Nuilding Jnopection This Certificate issued pursuanVO the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating buildingconstruction or use. For the following. Use Classification Single Family Resideiibe, Bldg. Permit No. 11418 Group w,game Type Construction sf Fire District Atlantic Beach Owner of Building Mark Andrews Address 1155 Ocean Boulevard } Buil Address 1159 Ocean BoulevarL�ality Atlantic Beach, FL 32233 f By: LION C. FORD 3 Buildin�sg Official Date: �* - 9 4 POST IN A CONSPICUOUS PLACE 3 . . z //����//-�-�-���,,-� /nC�ITY� OF 4&4^%& }Y(�IG�I& /3�-4 Office of Building Official REQUEST FOR INSPECTION Date z !� Permit No. Time A.M. 7�� Received Job Address Loc Owner's //J//J� ' {(� Name �� � l�" Contractor -DCNG / CONCRETE ELECTRICAL PLUMBING MECHANICAL raming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. d Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made C) P.M. Ins�octor Fi Certificate of Occupanc / ✓��!G�!-'� 'v� v Date I� I . r" OWNER BUILDER PERMIT AFFIDAviT•��' tbtw of Fiorids City of Atlantic Beach � BEFORE NE, the undersigned authority, personally 6ppearod -- - ---------. who upon fisdt being duly iworn, deposes-and says ..•____ 5---------- and the legal owner of the tollowino property# Subdivision fl'11�, L Se-6L-(,� F-/t+ Block Lois' ' AKA -�.----- -- .•_..__. . ,. t am applying for a building permit pursuant Lo • the Owner Builder exemption net forth in Florids Statute, Section 469. 902. Florida law requires that I41have been provided with thr following DISCLOSURE STATEMENT, DISCLOSURE STATEMENT -State lav requires construction to be done by licensed contractors. You have applied for a permit under an ixemption to that lay. The exemption allows you, as the owner of your property, to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or impreover a commercial building at a cost of 023,000.00 or less. The building must be Coir your use and occupancy. It may not be built for sale or less,. It you sell or leabe more than one building you have built yourself within one year aster the construction is complete# the law will presume that you built it for sale or lease, which is a violation of this exemption. Your. construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I hove read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further* affiant sayeth not. « _.. ---- Property Owner Svorn to and subscribed before me this _ _ "--- NOTARY PUBLIC My Commission Expirest PATRICIA AMONETTE � STATE OF FLORIDA LIC ,�1y ';omni ExF8/gg OMNI N81 C Truss Connections Residence for Mark Andrews Atlantic Beach Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Ri ht Connection Plate Connection Connection T1 _ 1880 2310 640 PA23 ; PA23 ; (2)HCPLULR N/A _ N/A T2, T3, T4, T5, T6 X1090 950 580 HETAL16 ; HETAL16 ;(2)HCPLL N_/A N/A T7 1110 1110 HETAL16 N/A N/A 38, T9 620 620 (2)HCPLULR--- TYPICAL TYPICAL END JACK 570 200 250 (2)HCPLULR Left Only TYPICAL TYPICAL ;CORNER JACK 530 200 200 (2)HCPLULR Left Only TYPICAL TYPICAL - i ALL OTHER'S, Mas. 13M. <745 <745 HETAL12 N/A N/A ALL OTHER'S, Wood Br <510 <510 1 HCPLULR TYPICAL TYPICAL Where CS16 straps are indicated install (MIN) four (4) SYP studs under each bearing point (U.O.N.). Toe-nail trusses to Dbl. Pt. with 4• Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at 2' o.c.) Nail with 8 - 10d com. SIMPSON HETAL12 - Uplift Cap : 745# ; HETAL16 - Uplift Cap : 1365# ; HETAL20 - Uplift Cap: 1845# HCPLULR Uplift Capacity: 510# ; STC-24 Uplift Capacity: 655# ; HCPTA Uplift Capacity: 824# ; SIMPSON MTT28B Uplift Capacity: 4455# ; SIMPSON LTT20 Uplift Capacity: 1750# All connectors are SEMCO or equal (U.O.N.) Use Simpson HUS26 hanger where hangers are specified. Jefr'rey K. Hulsberg P.E. (904) 886-2401 CITY OF - 7loUW4 Soo S MINOLE ROAD -— --- ATLANTIC REACH.FWRM M 32233-SW 7TAxnIONE(904)WSW FAX MQ 247-5505 Chapter 489, Florida Statutes,Part I 'CONSTRUCTION CONTRACTINGN requires Owrjwf"der to arda-vwledge the law: DISCLOSURE STATEMENT for Section 489.103('7),Florida Statutes: State law requires construction to be done by licensed contractors. You ham applied for a patmit under the exeinption to that law. The exemption allows you as the owner of your property,to act ss your own contractor even though you do not late a license. You You may build or improve a one•faanily or two-faily residence or a farm outbuilding You may also build or improve a commercial building at a cost of$25,000 or lea. The buil vas.and occupence. It may not be built for sale or lease. If you sell or lease more thin one building you have built yourself within I year after the construction is complete,the Isw will presurne that you built it for We or lease,which is a violatioin of this exemption. You ma not hire on unlicensed RUIM As WU canbura; Your cion rmwt be done accordingto building codes and zoning regulations. R is your responsibility to make am that people Q ornainicipallicensing ordinances. On*nances also allow an Owner to improve their own property when it is for persond or jW*iy sm,and Ukemse regia re all work(eaaaspt maintenance under$2,000)be wider a builAns permit and pass all nonoral inrspe0om. Thu ont nance states owners may physically do wont them Wvn, or prowled such workers be wider "direst a"rrin on of the owner,who mast be while work is in program by Wdiam d tulles people." This does not allow use of wnliasnssd contna tors. Since o mrs mm be hahle jor infirm m to workers they hire,the Building Depatinent suggests Worker's Compensation irm ance be purchased unless the homeowners insurance policy clearly protects the Owner. Owners hiring woritess become employers and, should also observe IRS withholding tax*Wor Form 1099 requirements on the workers they employ on their improvernent work. L7rLicerLed conMkCM• srmt a=1aXcd urJgr anv CjMMMn -e Owners being u6ject to$5,000 penalty under Florida Statute No.455.228(1). An ' ' The owner should physically one the county Vertificate of Competency'or the Florida'Cantrators Certificate,to ascertain if a person is a licensed con b%dar Telephone the Building Department(247.5826)if in doubt. I hereby acknowledge that I have read and understand all the above on this day of �_ Witness,Building Dept.Employee OwnerAMAIder - :6Y( C)'4-/c1 -S NOTE: Phrases underlined above are emphasized by the Building phone Department CITY^HALL ATL BCH TEL No .2475805 Tan 19 ,96 9 : 17 No .001 P .01 Q3A owrw APPI•ICATION FOR NATXR AND/OR S=ZR TAP APPLICANT NAME 1� MAILING ADDRESS S& 91 PsoNE MUMBBR 3 F 9 -.;17 SERVICE RIr NOTED SERVICE LOCATION DATE 59107 TO PUBLIC WORKS DATE RZTdR XD TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE MATER: 50019R;_ Cst �5X r s n&. �A P OTHER PRICE QUOTE PREPARED BT: Signature - Title DATE OWNER NOTIFIED 1 TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE '1'}i ' MEETING! ? operty Owner ' s Name Aaaress Telephone Location of roe Removal/Site Alteration SECTION B - (To be completed by applicants whose property is zoned 'fesldentia includes an existing dwelling, and which - is not presently owner-occupied) 1 . What /c�h/anges are proposed to the above specified site? 2 . what is the purpose of these proposed changes? 3 . Specify trees proposed for removal as follows: Tree Count Species Size(DBH x NOT) ondition 4 0 tl f' J r 4 . will these trees be relocated on the same property? 5. It not , will replacement trees be planted? 6 . Specify proposed replacement trees as follows : Tree Count Species Size(DBH x HOT) � . Attacn site pian. (Note: All trees proposed for removal Faust be marked on site by leed tape or flagging). SECTION 8 - (All other Applicants) 1 . Property Zoning: -7,�." 2 . submit the tollowing: SITE PLAN/TRZZ SURVU indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/OBN of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t ) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i) Idenify trees within 10 feet of construction areas j) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage 3 . All trees identified for removal must be marked on site by red flagging or tape. SECTION C I agree to comply with the rules and practices established in chapter 23, Article II of the Code of Orainanees of At antic Beach. v 7 Owners Signature Date 91 TY USA O L Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tr Co ery tion so d Designee Dite NOTE: "Tree Protection for Builders and Developers" is available at City Nall or from the Division of forestry, 8719 Most Beaver Street, Jacksonville, !L 32220. (7d1-1434) CITY OF Office of Building Official REQUEST FOR INSPECT Date Permit No. Time A.M. Received —_-----_—. —Job ---eS�-C — --!—----------Locality Owner's Name — -- -- ----- -- Contractor -- -- - ----------- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL MECHANICAL Framing Fooling Rough Wising Air Cond. & Re Roofing S'ac Temp Pole Top Out Heating Insulatlon intei Final Sewer Fire Piace Pre Fab READY FOR INSPECTION Mon 7, �1 Ned, Thurs. Friday PAI. Final Inspection - - - Cer`,�*,Cate of Occupancy MAP SHOWING BOLMARY SLRVEY OF LOT 3, BLOCK 43, ATLANTIC BEACH, D U VAL COUNTY, FLORIDA AS RECORDED IN PLAT BOOK 6. PAGE 1 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY. CERTIFIED TO: MARK ANDREWS OCEAN BOULEVARD 32) E.P. (12.43) E.P. (12.36) E.P. ,T EDGE OP PAVEMENT $��c► 1 ur�_ 9T lrNCAP) ° t 3 0 a < ;e- X20' PALM MASJ 99.89' 1�� �D `�I��.1 p1PE 50,00' PtAn 100.0 �.�. �e OJO CAP) 'o. sP ert� 0 � ox L O T 2 L O T 3 L O T 4 14 IS PALM PALM ' (Ji 13.2) *I Z: .. 0 1T PALM • ' PALM I6" PALM •15" PALM 6' CNE RY •12' PALM x r(��i oA•8 � aN LINE ALL IT PALM BLOCK 43 9' CHERRY 1�� 15' PALMS 20' PALM 0 & 4 � r 14' PALM 17 PALM• !0' P (14.9) x Li 50.00' - — q,# ,t M me"tri L O T 8 I L O T 9 L O T 1 0 I UNLS IT EARS THE SIGNATURE AND T G1NAL RAI ED I 1,SEAL OFVA IA FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAVING,SKETCH, n. NOTES LEGEND DATE June 28, 1995 L This n a A04P rO SAVV A%NLW#r SUPVEY. _20' P. Elevations shorn Vws (750)refer to US Coastal and Geoortl SLrvey Ala" A0tenal � � � SCALE 1.- Geodetic vfrticalAhern of l9PR lAlGKA of JA29A r teAorta Mal -V.8 Na 95-33831-00 3 By Grapht plotbW Only, the p-goerty shoes hems las orthnr zones,x(ZUf1AYr se yr. 0 AW' "C44 F.B. 548 as shoon on 66e reafieral Emergency Nanagement Agency ('.E.A(A), Na trona/Flood Insu^ance 0 AEMnZT AN PIPE r17 S page 36-37 2 Prograp Flood Insre ance Rote Alb 6J•RNJ Comw wty-Panel M�nber 12A17J 0001 P (AS AUMP Reasad da to Avr/j 17, 1A99 X XAMS CR=aur Co,7p. File 3_43AB,dwo 4. 1*10ss otha r ruse no fed any pcv 6bn of the parcel that may be o4emed as We flands by State or Goveivrtiental Agencas has not been a'eternined and any /AtbA'rty resulting + thereP•ron is not the respoasiWIty of Me unahrsVvwd A. MILLER & ASSOCIATES 5 There nay be Restrxcfrons or Easrnents of Record evalPnced by title examhatron that PROFESSIONAL LAND SURVEYQPS have not been afro*"he.-rem 6701 BEACH BL V9 SUITE AM Fax (904) 721-5758 ABBREVIATILIYS rmr AWr BE USED IN 7705 swum -WkSaVVILLC FLORIA4 32216 le/e. (904) 721-12P6 B�PE fYPd7717G'-X'FIAITM - — d1D VldTJDV-lgf7NlTl v__---- P,GP Peri anent Control Pae,f L.A LA:ensed A�Oyness nems is rd cmnrr m"r ma JLIa14'r rS A wx ArrAim fArav ar AY Acn*L PAX Permanent Reference Abmawnt R. S. ReOv tered Lg�d Su^veyor rAXP 5WP",MJr o�x ar,mart MV AW JW AC7aWJQr wrH rW PL1G Pa"t of Crrvo A" / .hc�rnanHY a el Audwr)ty a>rawv rn?WM SrAauass AS ari7torrn AW srr nW7N Sr nW nava PLIAt Poht of Begrw*.w £ Epu n t twao ar r+tlarsrmlac twq tdevC>Aas Aem ANaPJ<7P;/v avr7i7a s7m7[rt P Pont of 04•vo t&re A/C AF ComV6aver �ra+...vy aswmv mAr tat nava Aa�mVSnWrrvr c�PLOSUOr W P� %:t of Tangency CA r.V. Cable re/eww" J>LrASN alear7,mania srArri7rs PRG Paht of Reverse Crrvatore OL Duvr*md Lees PJ, Pbot of Intersectrav7 (FrW FArld Measured RW t of Way R= RoaA+s equals ' VaI, OFtk-mt Roca^ds vol~ t= Arc tenth equals "ATA OF FL V.04 AICUSXREB Da! Deed Abad CP,= Chord Biarhg R Artane equals YLiZ Pae 0. BNto or Central Angle equals L SURVEAK LC'RTIFICAIE A( 4600 t, BLI'abvg Restric6bn Lhe I.P. Iran Ppe sr+t Easement Cox. C, IV CITY OF 4&44d4c A -64 Office of Building Official REQUEST FOR INSPECTION Date --- --- ----- -- ------ Permit No. .-Time Received -- ------_--- Job Addr ftt Owner's `— Marne _--� .�L..Y/-�� ----Contractor BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing Rough'Miring Rough Air Cond. & Re Roofing Slab 7 Temp Pole Top Out Heating Insulation, Lintel Final Sewer -- Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs Friday r A.M. Inspection Made .__ — __� —PM. Final Inspection -- Certificate of Occupancy Date --- ----- -—---- CITY OF .�}_ 4I�/4^4C /13"-~tnn r� Office of Building Official REQUEST FOR INSPECTION Date � Permit No. /.-a Time Received PM. Job res Locality Owner's Name `�"'7 Contractor BUILDING CONCRETE ELECTRICAL PLU NG ECHANICAL Framing ❑ Footing E; Rough Wiring Rough Air Cond. & L7 Re Roofing ❑ Stab ❑ Temp Pole Top Out O eating Insulation ❑ Lintel [i Final 7 Sewer Cl Fire Place C; Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. 9 A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy E-- Date Date ` CITY OF YQ4A444C /3 - Office of Building Official REQUEST FOR INSPE N Date U Permit No. 1`5— O / Time A.M. Received —G ( P.M. � 1,5s- QC:F a,j 3;_u�o , (�-L<./-�s#-,e-� �v� 1 Job Address 3 7 E Locality 3 l 9 Y Owner's A(V-r-),2 E CJS �/,A A Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ME HANICAL Framing Footing Rough Wiring Rough _; Air Cord. & Re Roofing _ Slab Temp Pole Top Out LJ Heating Insulation -' Lintel _. Final Sewer Fire Place © Pre Fab !� J READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector_ Final Inspection j Certificate of Occupancy Date CI71' EJx Office of Building Official RE-QUEST FOR INSPECTION Date-____L`/ -- — _ __ Permit No. Time AM Received __ _ M. -------- -- --- --- Job Add ss ity Owner's v v Name -_.__--- ___________ Contractor 6UILDINCa CONCRETE ELECT RICAL PLUMBING rAECHANICAL. Framing f=ooting i Rough Miinu Rough Nr Gond. & Re Roofing Slab Ten:p Pole Tep Out Heating Insulation, Untel Final Sewer Fire Puce _ Pre Fad READY FOR I'-'SPErTSC)N �7 Mon Tues_ Wed. �Th�ws /1- _/ - A.M. ;nsf, ction tv ds __._- -_-._._ ___. __ _ _- _-.Bh✓. frispeclion Ce tficaf- iofO _ Occupancy , D3!e - - -- ----------. _._.._ jj��4 a��_ /CITY OlF �} Office of Building Official REQUEST FOR INSPECTION J� 7 Date` —f Permit No. — Time A M 4 _. Received i /77 PM S L , Job s Locality 1 Owner's Name CC _ Contractor '' ✓ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing —_ Rough Wiring Roughir.Cand »•• `'C Re Roofing Slab Temp Pole Top Out = Heating Insulation _ Lintel Final Sewer _ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday g A.M. InspectionMade /� ` r P.M. Inspector. Q_.—.�- Final Inspection Certificate of Occupancy S Date -- _.,.staC �- � `i Office of Building Official 1 REQUEST FOR INSPECTION J / Permit No. Locality t ✓t .P� w J Contractor CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing Rough Wiring Rough Air Cond. & C; Slab >4:L Temp Pole Top Out Heating Lintel Final Sewer J Fire Place C'- Pre Fab READY FOR INSPECTION Tres Ned 6Frida ` AA1- __ RM. Finai Inspection F Certificate of Occupancy ; Date __-_.. PSR4 •� � j 0 k 567 DEPARTMENT OP'RUILDINdt CITY OF ATLANTIC BEACH Y- PERMITINFORMATION ------ LOCATION I NFORMATI O'N , -' P467mi l Number, 67 Address: x.155 OCEAN BOULEVARD Permit Type.MRCAN CAL ATLANTIC B CH,, `LORIDA a3 � 1 ` � ar aN ----------- LROAL DESCRIPTION, { E 0*nLyy ffi }( y _�. ,4 ie w T ype.4 �w3OJr+x AME s 4,0posed Use Se tion: ubd 0 Rno SUbdi Vis on:ATLANT I C BEACH Est . Value: 0..00 IsAprov cost: 0.00 Total Fk 2 �00 tC3t2Dlw 25.00 D '`.. X67 AMERIWELD ASME NEW R SIDBNCZ 9 .w:1 ti �� APPLICATION FEES di: . � T Name FL I DA.'' 'PEL B CLANST CT I ON ,, JACKSONV� FLORIDA 32207 Lj 4 . � k 1 �'.h ••» „o.mt.i» , ,.. ,n nre s.mu..x.Jr m c m wa,mpfi�rzsaaPosnnma+��w `� NOTES: a 1 a NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSII50t1ON § BUIG;OING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOTBE PLACED,IN:PUBLIC SPq;BE,ARID MUST BE CLEARED UP AND MAULED AWAY BY EITHER CONTRACTOR OR OWNER "A ILURE TO COMPLY WITH THE MECHANICS' LIEN L�A1l� GAN RESU"LT IN TIDE PRE3PERTY OWNER PAYING TWICE FOR BUILOING IMPROVEMENV&SO ISStD ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FUR VlOt VON OF APPLICABLE PROVISIONS OF LAW. ld ATLANTIC BEACH BUILDING DEPARTME T 882888832181M BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: _ i OF Intersecting Streets: Between � 1 Cr --'�_'j��-�"` And BUILDING — Subdivision t C— GC' 11. IDENTIFICATION — To be completed by all applicants in consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechancal �^ _ Contractors Contractor (Print) iMester Name of Property Owner Ate ,�� Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A, Type of hosting fuel: E3' IS OTHER CONSTRUCTION BEING ONE ON ❑ Electric THIS BUILDING OR SITE? lZ- Gas— LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMB R OF CONSTRUCTION Q Oil PERMIT ❑ Other — Specify IV. MICHANICJIL EQUIPMENT TO IE INSTALLED NATURE OF WORK (provide complete list of components on back of this form) 1�r\ Residential or ❑ Commercial ❑- Heat ❑ Space ❑ Recessed O Central O Floor New Building ❑ Air Conditioning: ❑ Room ❑ Central /❑` Existing Building ❑ Duct System: Material Thickness ❑ Replacement of existing system Maximum capacity c.f.m. New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeretion ❑ Other — Specify ❑ Cooling tower: Capacity 9-P.M. ❑ Fire sprinklers: Number of heads_ - ❑ Elavator (3 Msnlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) IReceived) ❑ Tanks_. (number) Remarks LPG containers.00 L (number) ❑ Unfired pressure vessel Permit Approved by Date — E3 Toilets Q Ofher -- Specify Permit No LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Apprrvlt� Ntunber Unita Description Yodel Number Manufacturer (Tons) oy HEATING - FURNACES, BOILERS, FIREPLACES Number Units Description Mo4elNumber Manufacturer (Capacity U) Agency TANKS How Many Naming Capacity Type Liquid Name of Serial Approving sad Dima tion Contained manufacturer No. Agency d I.S `ate 'AA o Un nAMqFpO ism an p� �►� Yt .'Yx r'a rnN+; �"- w. a ,—gqi[4j-,.?.V nL C Tib 2 na,.. '�rW'`�z� ""�t� �"• `�•1� �' ` ✓F��a� t �" �, i .,y„. PLN r s �►' ' ,ddY' € rb/s�A�;s�R.w ou►uCAval + r]HON*� {� erhetI;thet Improvements will be made to certain teat ieh Flodda Statutes,-the.following information' it'state'd`in this�10"l CE " ` itCh 49 N t9,xM'Mj Y. 4 b 1fo/mDecn •..N.�NWMNgNNw. t t ,T:.. NNN•q.H•�wr•wNN«I..«V�N•Y. 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In addition to himself,ownerdesiprsatq the f 1 i person to y of the Lienors N%pla as provided Optgl ' 1 � 4". �, t , xaa >a ��"'�� ; � °tx +} •;fit-=.•.-.� a�'"""".' ��.ry�ry..'a'' r N"N.N NNN»•w 1...11.1 1 .NNW WNMW..N.•......fW...• « • � �..-,t Ya,y,.A� 4 •� . 11A, x 'kd1 �.'°`*'��,; /�1�q�.'. RG..w......NW w rµ � "3 i 5 rp, ++«K•:] Y :;," :' •x♦ N � t !. ��e�✓Aii�� r; rr� rr ,�v 1� �`q�� ¢.i�'C'1tir ♦ �� 1 .. 1 - r id� G' f`gyp'• +?�r�+be. ^..�. hay',¢ ♦ � 'Ii1y,. • .0 rp� 02 52780 a> filed & R ecorded _. . � l r dq��.�06 A.M.--- HENRY Ws �' � RKYRCl1 S..CgIIRT a, g "` + n t Via»u.IN't' ;YN. .+�rq' i#!►.."N".' t .. i' �^ RE6 Ir..... I,w �'•7��^^*t77+rO�1,�i��xt,iX �' 1 ."� f'y � x �"� '��` t r, r�, L•,,, � � f `IMI r ���+h ��+Y � {�•,.�� ,t t ��t.1 '. ,cY ,�.,s rM •M1t��`. i 1" c,F� i x� T "w'�Sd L 4i. i psf. ?t + DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION � � � � laO+".A'TIC�N INFORMATION Pei t Number. 15601 Address: OCEAN BOUL" V'Rn :Permit Type: SWI4I INO POOL lt~"I~1:.A I Y BEACH, FLORIDA ? 223 cl i'ass of Wprk.'N 'L AL DESCRIPTION 6nst r . T -WOOD FRAME Stock,. b. Lot : '3 Tom,; Q oposed Use: DWe1 IL ingswSubdisi ivon4ATLANTIC BEACH i - Est . V lu x 0 .00 Plw ov. cost- , 15,000.00 Total Fe 0 .0 Amsr�t ., 3€3 .CC -777 1177,7­01,1171. TON APPLICATION FEES -- -- 'W4 PENT 10 .00 ' TR �l,M+ 32�05 y6,V ate' bw w». rq, n r'S1»idsCRiA"IIOI In ST TNr7 R'O� yy py 'may^YACKSONV" `Ei FLORIDAgY " ;.. •y✓i: �9,55 � TJAI R ne Wwx. 9 R 1,5 �1 NO S: Y NOTICE-INSPECTIONS MUST BE:REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND, DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED'AWAYBY EITHER CONTRACTOR OR OWNER . "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN 114E`PROPERTY OWNER PAYING TWICE FOR BUILDING ONPROVEMENTS." ISSUEL ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND S( 3JECT TO REVOCATION FOR VIOLATION OE APPLICABLE PROVISIONS OF LAW. 00.86 14 �4 ATLANTIG EACH BUILDIN DEPARTMENT �16811832211IB9 11-19-1997 10:22AM FROM RICKARD MILLER ASSOC WA+7215758 p'2 MAS $WOWING 90"ARY SIrRWY OF LOT 3. BLOCK. 43. ATLANTIC BEACH, DUVAL COUNTY, FLORIDA $ RECORDED PUB C RECO) OF SAISAID DUVAL COUNTY6PAGE I OF TWE . CeKTIPWO 70: MARK ~CWS 0CEAN BOULEVARD `���'" fD1Nt aP r�wlMrir sr 1:10217 PIP •1 ..� �� VillWh/ , ww .P7a.VW 'O. Q A ! �. C;GGti�C�'itp W N FouucAYip(..t LOT 2 ►1.3! LOT 4 ol U►.D. � NU+ h ri POi.0 Hlit 2 � Cor�GR�TE m Focn�DA'r!O nl � c� n �3-STOzy Wvus�� ®LOCK 43 0 w�"ei. �3 35• 1C � J will m LC T 8 ` L -OT 9 LO T 10 � f � Icaeco"w"k MD wwm,,ymis"wi, s�opopqq 6 bw♦a NM 1D SWV 10400M!'jwwr. 8 1'�IM1bV iMwn Yq/K trSN MAS�v K3 c»uwf mM"I"i 0—y ion{AY 1ns�it ',.,,� � SCALE diw6tir��AIRt+e/'/1lPi AiGlye.eM'JAHa s b ao snr oAo!�f ewic +�► ++yaw .r,.!n»zawu.x a0ul/wr�x+f,. O S#ffi�./7g�w1y1.+M�S�r'IAb..Myh»Ml y.MitM Mw!h4Mp.Mr>rpM•poO+NwljorrwAN/o'OAMM+t f4„O�MfI�GNIe'MVM►!elw.1rWqy Ei+►W oMenMp�1�10a'ftV"InNNMMeII�r i� go"�.m mo w� � C�FJt "&-xM a ".1 wW s *-.VMLUM A A9911 Alft ~64wro iP rog~1r of y oft 6MM i'GRtl ► 4r.r xse Ara.n e�w�►�a�/ay� r,lir at ero[s�v trva pw►sr AzwzlC reew*. 111,1111111111111 ypA M�✓w�f -w.'..— .v m dyV+ t asr ill A Mi �#Mly. Orr;QV^w qlV 7.✓. �� .6 � AK^Y/IL �fIMY I v1_ • WI MAN CIA\.PPINTIN(—(_;-Y Mnf✓ Book 8782 Rg 497 110tice of �ommetice��teiit (PPRPA11[ IN OUPLICAT[) To whom It may concern: The undersigned hereby informs you that improvements will be made to certain real properly, and in accordance with section 713.13 of the Florida Statutes, the following information is staled in this NOTICE OF COMMENCEMENT. Description of property ----w------ -----✓---LL'I--- - -------- LDC- el- ---------------------- -- - ---------= - ---------------------------------------------------------- ------ ----------------------------------------- General description of Improvements --- __`J�i�-- �_``_t_=_._ __-_C~ "_ ----------------------------- ---------------------------------------- ----------- ---------------�-------------------------�� n- r C �� S------------------- Owner ---- -- ---1--- ------------- --------------------- Address ----�L_�_ _ -- ------------- ---------------------------------------------------- Owner's interest in site of the improvernent -____L=__ ____�/__ L Fee Simple Title holder (if other than owner) ____-__.__________________________.______--_ LName ------------------------------------------------------------------------------------------------------ Lx) Address --------------------------------------- ----- Contractor -----�= ��{-- --�----�---�A-,.�-�----- c Address --------��--� ------S--------- ------ ---- _�_L _✓ ��-L-�- - -�� 11 / 'Suret3r._(if any) ----- -1 <_S U I-,-I-' t- (. ( '�------->--�=--Z J-�----- '- Address -----------------------------------------------------------------Amount of bond ---------- --- 1 Name and address of any person making a loan for the construction of the improvements. Name ---- -------------------------------------- Address ----------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name -------i---(/_k - ---------------- Address -- ---------------------------------- ------------------------------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.Q� (2) [b], Florida Statutes. (Fill in at Owner's option). /f Name A ddress THIS SPACE FOR RECORDER'S USE ONLY XtI0z _11tO'riIV mcl-m t-o= ? PCMZ *-)J__/ -6-------- ---�_---- ------ r-z-t w(-CL Owner v,o►-�• oo ',! 'til z 0 • %jO M oZc?6LntOID 0'J o-1co�n.16 N �� v ,;< 0 o f1.1 Sworn to and subscribed before me lhi.a _____________ TO -j 0 c � - r-C o N ----,, t J_ ----- --- ---------- 19-`---7e X ` F ----- Public tte NWIIAmone W COWASSION 0 CC55MI EXPIRED August 27,2000 MM 7WAI 7FIDY FAIN INKIM O,INC. DEPARTMENT OR BUILDING � CITY OF ATLANTIC BEACH is LOCATION INFORMATION ------ -------- - �,...- -� PERMIT INFORMATION - Address . 1155 OCEAN BOULEVARD okmi t Number: 15399 ATLANTIC BEACH, PLORIDA 32233 e r MECHAN I CAL m t T' P ---- '."I ►aa of Work:NEW SIcook, 4 Lot 3 T'Y ;WOOD FRAME section:oxo: U u ad 0 Irak I?roao t 'e; Subd visiontATLAl+TIG R Dwellings* I E t . Val tie 0 .04 ; ir.ov . Coat ; �� " 79.:00 Total F���. Arnvux�t 7 9.00 61 ND AI e9 N� 'F w— -- r _ ION _ �»� -- APPLICATION `EES �IT" 79.00 yy y�Y 6 Addrs�ay 36 . F ' " ' ma �.r 32205 pr,0 � � ti 4 OR�IAT I OSI' j I Nrn Q � S' ------- IAT AI _..d. .. . _ Adr w 195 .A' �� ICLD: .. .. NEPTUNE � N. FLORIDA 32233 F ' Gf tL i Kr � v " E ry y k y SEarr...r.y u9' F V a .rtea , .�34 , sdaa , T NOTES: I i C ( NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 74 HOURS PRIOR TO INSPECTIOhF ; f f I BUILDING-MATER AL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED.IN PUBLIC SPACE,AND MUST BE 'LEARED UPAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER k ( �4FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAS RESULT IN THE PROPERTY OWNED PAYING TWICE FOR BUILDING IIIpROVEIIIlENT3." ;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 DEPAR TMENT ,�•.,ta, ..,m.�sc::._�nS:..�-., ,�,. .,Fra a" s�, ate-r,.a BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. . //' 's:­ C )re� 4/w� 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 abc�e statement we hereby agree to perform said work in accordance with the attaciLed 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 Mechanical Contractors Contractor (Print) �eP� Master �4 n � Co `� 3l0 Name of y� Property Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer III. 6 ERAL INFOR N A' Type 14 o eating fuel: f3• IS OTHER CONSTRUCTION BEING/DONE ON Electric THIS BUILDING OR SITE? 's- 0 S ❑ Gas—❑ LP Natural ❑ Central Utility IF YES, GIVE NUMBAR OF CONSTRUCTION ❑ Oil PERMIT 1114C ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form( Residential or ❑ Commercial Heat ❑ Space Cl Recessed 11\ Control ❑ Floor New Building kV Air Conditioning: ❑ Room A Control ❑ Existing Building Duct System: Materia Thicknou Z�it ❑ Replacement of existing system Maximum capacity 25-100 c.f.m. New installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacityq.p.m. ❑ Other — Specify ❑ Fire sprinklers: Number of head. ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Ree red) ❑ Tanks (number) Remarks ❑ LPG conteirso (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Doh ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unftm Description Model Number Manufacturer c(Ton2) � �� oar HEATING - FURNACES, BOILERS, FIREPLACES Number Unita TU�Y Approving I)eecrlptioa ][opal Number Manufacturer TANKS How Many NoarbW CapwAty Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF Office of uilding ficial REQUEST F R i PECTION Permit No. Time A.M. /0-7 2 5 a -—'f Received _ P.M. Job A d s � r Locality Owner's DI CONCRETE e;RICAL LUMB(NG EGHANICA Framing Footing ring Roug Air Cond. & Re Roofing Slab Temp Pole [.j Top Out Heating Insulation17 Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. hurs. Friday P.M. Inspection M ,M_ Inspector Final Inspection �^ Certificate of Occupancy Date TRANSMITTAL DOCUMENT FOR J'EA DATE: �;17 The following permits have passed "rough" inspection: Permit No. Address ec: �c azz :�: � x: �a ess c�ca�s�ex pssxra .�, Please update your records accordingly. Th- ou� BUILDING CLERK CITY OF ATLANTIC BEACH /vcb �p CITY OF y �g Office of Building Official REQUEST FOR INSPECTION -J7---- Permit No. Time A.M. Received ---1---- _—_-- P.M. —<�J Jo Add Bss Loc lity Owner's ✓/ Name _Contractor _,,_ BUILDING CONCRETE ELECTRICAL PLUMBING t i HAPlte Framing Footing i_' Rough Wirinc i ough Air Cond. & Re Roofing Slab Temp Pole 'lop Ota Heating Insulation __ Lintel _ Final Sewer Fire Place _ Pre Fab READY FOR INSPECTION � (�j���1 Wedl Mon, Tues. Thugs. CCC Friday ( A.M. , Inspection Made f�/�/\� — --PM. Inspector---_ _\_1final Inspection _ ---_ __-- Oertiticaiti:of Occupancy C Date .. PSP-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - - LOCATION INFORMATION ~� i _- PEAT INFORMATI�N - Address: 1T 5• OC I BOULEV`1�1��3_��.. . P�s ,ant Number. 154TATLANTIC BEACH, FLORIDA 3223 , �e rmi t Tyg!:MECHAN I CAL - LEO.AL DESCRIPTION r ss of work*-NEW �Hlock' 4 Lcot 3 TVP 0 C' nstr. Tyl>etWOOD FRAME Rt�t ' Secti.�sn � Subd=� opo ed Use: Subdivi$ian ATLANTIC BEACH Dwellings : Est . Value* .t t� I Prov . Cost' Q.134 ` 'Total Fe 25.00 M 25.00 Mount f; Date 77 , . , y S, ,� y TIC?l -��; 4, 'w' FiF$L.ICAT ION FEES 25.00 PERMIT A 3xM L 32245 . . x. � 2T�4 . .. " 4-1 f y I EI.. IT Air AL CORD A :- 71,9r'A � "� V NUE '' E AcK,S6N PL 3 2211 ,p c E FEW. 1° A . F l Nf7!�ES: n C Y Ej � k a f - `: NOTICE-Al INSPECTIONS' MUST BE REQUESTED AT LEAST 24 HOURS'PRIOR TO INS�PECTIO WILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST hFOT BE Pk�AC�Cf�"�Pl PUBLIC SPACE>AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER '�`FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FQR'BUILOING IMPROV9MENTS. t ;SSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND`SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f,- EKs w AlAN71 BEACH BUILDING,DEPARTMENT M t F i v BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT -CALL-INNUMBER — IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. I Street Address! ' � C reere LOCATION �, -- U �OF Intersecting Streets: Between __ _(C— And C BUILDING Subdivision -- _-- —--_---- ------ -- — 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing Ike work as described in Ike abcve stalernenl we hereby aqree to perforin said work in accordance with the atfactted plans and specifications which are a part hereof and in accordance wilts the Cily of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors 7 �. Conhactor (Print) _� p� �. cc- Master Name ofPropqriy Owner Signature of Owner i Signature of or Authoriied Agent ( �l " 1 Architect or Engineer Ill. GENERAL INFORMATION A. Type of heating fuel: f3• 15 OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE U2 Lj Get LP ❑ Natural ❑ Central Utility IF YES, GIVE+NU`M' B R OF CONSTRUCTION ❑ Oil PERMIT ` 1 T i _ ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO It INSTALLED ATURE OF WORK (Provide complete list of components on beck of this form) Residential or U Commercial ❑ Heat ❑ Space ❑ Recessed ❑ Control ❑ Floor New Building ❑ Air Conditioning: ❑ Room ❑ Central U Existing Building ❑ Duct System: Material ";ckness U Replacement of existing system Maximum capacity t.f.m. New installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower. Capacity g.p.m. U Other — specify ❑ Fire sprinklers: Number of heeds ❑ Elevator ❑ Msnlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumas: (number) (litee.4'e4) ❑ Tanks (number) Remarks ❑ LPG confainers (number) ❑ Unfirsid pressure vssssl ❑ /e;lsre Permit Approved by pet. ❑ Offer — Specify Permit Fe. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer oppacity Approving (Toru) ey DATING - FURNACES, BOILERS, FIREPLACES Capacity Approving Number Units Description Model Number Manufacturer Agcy TANKS H— Many Noreinal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency State Certified ��N GTO N Air Conditioning Contractor No.CAC056993 ' License No.RM0015699 le Air Conditioning $ Heating, Inc. jl� I,A. Resta d kl • Commer&l • Rekigeratlon I rt Jl'� �J�r7 X11 of buddl, C / /-y �i 4n T•c C • f 1 t c O �uCf U- ► �' i'1 �r �nC' ►^��-'� � �S �P� n RECEIVED OPT a 4 1997 City of Atlantic Beach Building and Zoning 11315-2 St.Johns Industrial Parkway Jacksonville, Florida 32246 Telephone(904)725-4402 FAX(904)646-9964 ^ 4 t?EPAR?MEi�IT OF ®UIlAiM4 A., CITY OF ATLANTIC BEACH INFORMATION OPt - '- LOCAT'I ON` .I NFt3 A' A pERM'IT INF Addre 1$5 00 AN BOOL ° t t B s 150 8 8 A,'I't��'�I C S�EACH ORO IDA emit Type`»MECHANICAL _:" __ k l ' r €t Ty k:•VIEW S - LZGAL 0ESCR1PT,1O'N �� �Blc>c}r: 4 Lot:, 3rp O nstr. Type»Wt1O ! FRAME section: 0 Subd:t3Rog: ,r I s poead U S ;: Subdivl.sioh ATLANTIC BEACH, Total Fe 7.�+ a 4✓ 779 .00 99 .{x£ yy���ry$ ?yam ASS ;ems{ 0 Q 4A {+. a ' A ApPL,ICATION FEES _ ION �� 790AIT � ' ACI *� L d ' 220 R R � d . 01, u � on V®ri , D t T FS EC S r FL 3 �1.k tic � £z�3 Exp*. f . ---------------------- p: a: ° �N ES: G i �k i AIOTICE-'INSPECTION$ MUST*E REQUESTED AT LEAST'24 HOURS PRIOR TO INSPECTION; k w OUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WQRK MUST NOT BE PLACED IN PUBLIC SPACE AND MUST BE k CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR.OR OWNER "'AFAILURETO COMPLY WITH THE MECHANICS' L IN LAIC CAN RESULT IN E NE 10 PROPERTY OWNER PAYING TWICE FOR ,BUI LC4NG IIIIIPRpUEIVIENTS. i SS.UED ACCORDING O APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO R�V�. FOR /IOLATION OPAPPi,ICABLE PROVISIONS OF LAW. Date: 8113197 81 Receipfil #: X1831 /TLANT EACUrlNq7, MENT $. r 5 x Y, l r J BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION ICOR MECHANICAL PERMIT --CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, II, III, and IV. LOCATION Street Address:--24 OFS r Infersecting Streets: Befween _ 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 stalen,ent we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance wits, the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print ) 1 �� �� Master Nam* of Property Owner / / O Signature of Owner Signature of or Authorised Agent Architect or Engineer 111. GENERAL INFORM ON A, Type of hosting fuel: B. ` IS OTHER CONSTRUCTION BE NG DONE ON \J �EfK+roc THIS BUILDING OR SITE? QS C] Gas—C] LP ❑ Natural C1 Central Ufilify IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MICHANICAL EQUIPMENT TO BE INSTALLEp NATURE OF WORK (Provide complete list of components on back of fhis�form) (S J' Residential or El Commercial Lr-Heat CI Space ❑ Recessed c •Control O Floor LQ--New Building gr'�jr Conditioning: ❑ Room Q-"Cenhel Existing Building ETI Ducf System: Material r— - Thickness ❑ Replacement of existing system Maximum capacity Z c-f.m- Lk-_New installation(No system previously insla�led) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity O Other — Specify ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator—(number) ❑ Gasoline pumps_ (number) THIS SPACE FOR OFFICE USE ONLY (Roeof"a I ❑ Tenkt (number) Remarks ❑ LPG contoiners (number) ❑ Unfired pressure veuoi ❑ Sailors Permit Approved by Dat~ ❑ Other -- Spocify Permit Fe LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unita Deacriptlon Model Number MiLnufacturer C(Totnapaca) �hy wDps'vnC r� IMATING • FURNACES, BOILERS, FIREPLACES Capacity App ins Number Unita Deserlptlon Model Number Manufacturer (BTU) ,AgMcy Goo LCL TANKS Ho-Many Noealnal Capacity Type Liquid ncy and Name o[ Serial Aving Contained Manufacturer No. Pp A;ncy ILA. 1f61 LAWS (� MAMCO room me rs 713.13 ��rjL%r� orf ��anrYtr�u��ur�em�er�f . f+11f/off MI�YPLW��fI Ca (aho aAl it mmw 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. / R c D+scriplion of property...».»./....LL......�..... » ................. ��....�.. .......��.�. .... »t t C..»» f�.............. ................. ..............».......... �C�L`Or Qui ................................».»....»..._....».».......»»»•...»•»....»..•.....»........»..........».......»..........».....»...»».................»......»••»••.....».............. ................. a~ ..................».. ..............»».•....»........•».•••»»..».»................................................ ............... /4j<?cu �GeeralA.eipl« of ............... y ».............a.».....,.�»..�..,..... ..."»»..•..�...�...e..._.s..•.»���- �c ..._.......».............».....» _...».........».................................»............».».....•»»............................................»..........».»»•.................»..»..........»....».....»».....»»............... ............................... ................»».»....»»...................................».........»..»...».........................»....•••.•.............................................. Owner.. .................»............. ........................................».............».».»...•.............................. idererf in silo of#0 Improvealenh..»f»� c � Owner's .......».............�.�... 7�?c-..L:.............. Fee Simple Tide h@Mw 0 odwr "owner) .....».».....»......».........».,...»......................................................».................................»..........»...»......................»............... Addrew... .•..».............»•..»...»«...».».....»....................................................•.•.»..........».»............ ........».....•..»....».......».»»....»_........... a►"e...»».»» .»... .....•.......................................»»».......»...»..»... ».....»...�»....�.»».............».».».........»...»» Saarely 4f«hr)• f »......»...•.»....»...»».....•.»•...................................»»..........»...................... ...»..»....�.».»:..........».»»......»».»......».» Address ..»..»..»..»»....».. •... ........•,»»......•...»........»...............».»»....... .............. . ........... Name of pewee v*kn the Stale of flan dedNby Owner open wlaw mom or a"d OXON* may be senedc Nana.......»N...�:.� »_........»».»».»»_..........•.»••»..•.»..».............».».............»......... ..»».».........•.....................».».r.......».».».»..»......».»......». Add►esa----».. ... .»...........................................................•.....».».................•••».».•».»........»........... ...»..»..... In addition to himself,owner dssigmtos the following person to receive a copy of dw Usnol's Notice as provided 17 Section 713.13(1) (F), Florida Statutes. (FVI in at Owner's option). Now.......��»..»». M»w•»•»•»•»••».••wM»»•»».»W».••»•»••••r•r»•••1•••ww»N».»•».•»•L••.w•.».•.•»•»»••..».»»»»M»•»MY•.••.»»•r»•w..•.»•.»r•••.•••.•• I1ddr .......................... .._.._......... nwe ePr►e+t rM 00000SWO UM ter ,.».... ...»... ..._.........». ».....»...».....»......»...... "...i,.: .»..... �' ..... ... ....»................. Owner Swwn� to and Wma4e(pd() b*6* so thk................................ •....`...........». .....a��.a...r.M•-•..••M•............. ....•.». ....w ..............�.L��1 «.. .:1 ��................... Notary Pei6(ie PATRICIA ANIONETTE � )T STATE OF FLORIDA ,F PUBLIC ' \,, Y Comm Exr,8/27/966 COM&I N CC220011 '~ :1RCHITECT/ENGINEERS CRRaIFICATION COASTAL CONSTRUCTION CODE FOR ALL 1MJOP. STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME�EFE&Eik. I-Ec�cs�E�OE PHONE NO. et6-2-40t DALE 12/ml" yy� i OWNER NAME:_�ln4R� �C_ R.E. TAX NO. : TYPE OF PROJECT: ( NOW Home ( )Residential Addition ( vjGarage ( )Pool ( )New Commercial ( )Commercial Addition ( Other 911 STREET ADRESS: - `�. Air 3 I3r. c�3 ( ) we 'claim the structure -to be exempt as follows: (Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ( ) other (Specify) I also certify that no structure listed above may be remodeled converted to a non-exempt use1-2without being upgraded to fully comply wt h rdinan . 1 » / Signed• Date: ------------------ •-------/111----------------------------------- CERTIFICATION This certifies that the plans and specifications submitted aii�i sealed by the undersigned most all eriteriii set forth by the Cite of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Constructic.: code, but most all the other requirements of the City of Atlantic Beach Building Code. -- ( The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads o' 110 mph, with all design complying with..the 1941 , Chapter 12 . standard Building Code. ---------------------- .-----.----M-MM" ----------------------------- (,'>q - ---.'---------------------- (,'>q Windows, doors and all other exterior devices comply with tr-e 110 mph wind load. , --------------------------- "--.--------------------------------- - The structure is located outside the area affected by wavy. forces, OR ( ) The structure is capable of withstanding wave forces results-: from a wave creat height of feet above MSL includi:..: uplift forces. --------------------------------•------------------------------ . ( ) The structure is located in FIA Zone A and the foundati(,:: design has considered possible exposure to water and erosi..:i . OR (X� The s t ruct ure is 1 ocated in FIA Zone X and the f oundat i on w 11 . not be exposed to hydrodynamic, hydrostatic loads or wate. scour, OR ' • t ) Foundation design has been completed with floor elevati:::: above the specified Stillwater elevation, and to resist wavf; hydrodynamic, hydrostatic and wind loads acting simultaneous with dead loads. Erosion computations for the foundatio'4 design have taken into account the projected 30-year erosio, . losses from a 100 year storm event and all vertical ar: i lateral erosion including scour caused by the structure : components. _ - ----------------------------------------------- ) M No excavation of dunes is included in this projects, oR ( ) Dune excavation permit is attached. - - - ------------- - - Certified this IS'"``day of_ Dec �, 19 95 . (SEAL) - • �_ 2 x�7 Florida Architect's License No. Professional Engineer's License No. 1 CITY OF ' - n DESCMIPTION _ INw1�t_Lt1�u1!.tcu�N •________Bleck 1--- �_5action I«„_ w ,11Lt�1t1'it}�t11:Et11K111L �::�� •• "lt.1.t:Nllost ig(W,2,1T•4WO ;u Gd3.vluLon i dt:rrL Ha+Aa 7 ( `- /� 1v DESCRIPTION OF WORK ^It in arFLOOD N ZARD lccl ______________oraa complata page 3. Brief Descriptions____ Claus of Works (Now/Remodel/Addition)_ `_'__ OIt:NC INFORMATION Type of Constructions— ase Pra o:i3ng p Use l- -.. ----------- Estimated Value O__,_�---____--••____ xcvptions or •riances Granted%-wA)GAJ ,rr«..-.wwrwww-wr nolid or Filled C ,� Oroundsr-- Roots OWNER INFORdATION Method of Newtinpt„-:� -- ----- Property O`wners_1_ �L�r«-� ;, „�,(_ rPhones_ • _7 7 Moiling_-r�JL-�)��....w�� r --------- f_ Address -,,---- _------- ----------------•---- ---- zip,---------------- CONTRACTOR INFORMATION Ccntraato{srr _.. irwrrrirrrr"wwwr- ««rrrrrrr-..r_rr«_.. Phone: ailing A ....1� �©s'1�`- r1 1 w ddreRssr_ .. .. rr_r«w ------------------ •=J ,.`2-�w:..G. �------•------- ----- Zipt--- ---------- - Expiration License Numbers—.•--r_rrrrwrrrwr+rrwrr_r«rrrr_.�—_r_rrrrr__ I MZNlOT CIRTYrT THAT I MAV! W&O AND 911AM1I160 TUI0 APPLICATION AMO RMON TML SANL TP II' •r• C AND comoccT. AL1. PMWIOIOM OP TMC LANG AM OMIMAW611 GOVCRMIHO TNTC TYPE GV rrralr -. •. COMPLICO WITH, WNSTMiN 111PUZ/lt0 Mfi1NI40 011 MM. TMt ONAMTIMN w A PLRMIT oft'. w•IT it.' .-- 1� OIsC AUTMONZTT TO rZOLATs ON CASUML TA PAYVZf10M11 OF ANY /CLCRAL. STATL OM LCCAL 1.:_'. -.:N ,N. NtOULATIOMs. OROZNAMCM sill LAM11 IN AMY MAIMON. INCLUD111a THC 1uwFRMINn or Ma.TM:•!T1s PIMPORMANCt of COMOTOWTIOa so TMN PNAALcT. I wa LMLTANO TWAT T11t ISaUAMa:R uT t..$ : r..• �• • CONT11109MT u►on TMi &41431MZMMNNATIOM 11N/Nq TMUC AMO COMMKCT ANO THAT THC #&&U. AND +-► — /M+= L— .; DATA MAYS NCCN OR SMALL Of. PROVIOCO AS UOUIR►•O. r. h Owner Signature .. .ccZ. ------------------ Date__- -- - . l • r` Contractor Sipnwture -•y!Intc_. ; . pCPARimml Of = ' 10 � s C CSF GON INFO t. N N MAT ON ,. . " fi t Aa da s 1 55 EC3 LEVAR + B I L Q ►1 t"' BEACH, ,�`LO91 DESCRIPTION 43 `Soy t W, T BEA(M a v c t $O Al p y w eTo 72 ;z N'! ROME PER PLASS -� HSS E - EA ON 945 nwTXONAPPLICATION Fitz$ -ITY OF 40 WATER IMPACT FEE sr>go .06 PES t?�:. + IL 2XA RADON, ,&B ItOA A MPROVilk E' a ` OROS$ NECTION $3S.,0 wo; IA "C FEE U+_ URYU Total ft""t y^ 3 iu r,� ssat ssss r ... iast ,w► Rf "'".''e� .�.`.ar ✓ #' 11i3AFf 1FOa � a tt P Rtu11T V #Q SIX#w#4fVTHS AFTER DATE Qfi 4�� MATER#A# ,RUBBISH AND©EBR#S FROM THIS WORK MUST'NOT Pl.AC�Q IN�'UBL#C SPACE,ANp A�UST BE UP ANO HAt1LEC AWAY SY E#TA R'CONTRACTOR OR wmtv INGMWICEF u. fN a CORWNO TO APPROVEn P#.A� S WHICH ARE PART`OF THI PERM#T T4 R 1 r CAT# I f P APPLIJCAIBLE�# #C NS OF LAW, Ike pw :'t4w,S', Eg3#LpiNCr D PAR ; x CITY OF ATLANTIC! CM PERU Y t IT' I HIPO 1L �Y s r4 r"w.r w Th r t LOCATI ON RMA oft'iTI*PRLLBI Add r L ` 3GEA BtTLLAI7 #+ACX NEW 1�'�}�A3��"�C�Bp DESCRIPTION;F}LyyyOl�tII9& 3223 r r: Yp ':RQLa lock, LCAL: I3ESCRIP'TICN Section. t# Ttop Subd. Rog: t t} flt1 S bd v u ;ATLANTIC BE ov 0.00 g t OL ' Un', 71 ' 00 rt � r Ts .. 10 H ` . 'APPLICATION FEES 41 2RMAT � « .a . . i 3$�1 _" KSttfi �. " S2247 C ; R ` r r d i j 3' . moi ' �.y. ..jar INS" �y/.� � �... NOME "*r."r i w �i1Yl a,'R� # M$AND # NAV RCii# R!•,G 1'V URM PERMIT VOID SIX MC3NTHS AFTER©ATS CSF ISSUE . Bt11# 7#NQ MATER#AL;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE Pi EC1 IN PU8#.IC SPA CLE j,,A9D L APID HA' D AWNAY BY EITHER Nl RACTtN OR OWNER-', CB,AN fi MUST .3E ,. LY comp CAW is U at, PROM FORTHIE 8,0 tm �� air SEA fl ACCC}RD# # To'- fiPRt31lEp PIAL WHICH ARE PA OF THIS PERT A Of,4P#�ABI:E PROVISIONSrCF":AW. RE EEACHBt11+iQ IIEPAII°iuEhll` CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT n JOB LOCATION: i I j� VC ieoqy\ V 1V U. OWNER OF PROPERTY: ffl A ry- Ancjr PLUMBING CONTRACTOR: p q -16kr, —� nn CONTRACTOR'S ADDRESS: o�St-{ T"OW�SSd`� ► �°�- 7 STATE LICENSE NUMBER: Crc s TELEPHONE: 72 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES ,WATER HEATERS _BATH TUBS I DISHWASHERS URINALS _DISPOSALS _ CLOSETS ______WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER ' -::rdookr' 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. DATE: _ _ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2,33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSP,ECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : --------------- - ----- ' --------------------------------------------------- - ---- ' --------------------------------------------------- ----- ' -------------------------------------------------- ----- ' ----------------------- ------------------------- Enclosed are the blue copies of the permits. SINCERELY, DING NSPECTION DIVISION =FILE CI�Y OF 4, a& /3e4CA- � Office of Building Official j ~ REQUEST FOR INSPECT Date <�� (/ ermit No. _------ Time �� pC A,M. Received l✓ .M. Job.Adlress Locality Owner's ��i� �(2 u�C Name _ r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing Rough Wiring a Rough Ci Air Cond. & Re Roofing C Slab ❑ Temp Pole p Out 0 Heating Insulation ❑ Lintel ❑ Final Sewer CJ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made r` ` P.M. Inspector _ Final Inspection Certificate of ccupa C Date CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH'THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �J kvo RtcWc- ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME / l W ADDRESS: I l S S DCf kV\ `� I UA` RFD BOX BLDG.SIZE Z2-02 BETWEEN: RES.IL4 APT.( ► COMM.( ► PUBLIC ( ► INDUS. ( ► NEW(V OLD( ► REW.( ► ADDITION ( ► TRAILER ( 1 TEMP.(v1' SIGNS ( ) SQ. FT. SERVICE: NEW U,-r INCREASE ( ► REPAIR ( ) FEE. CONDUCTOR SIZE 0 AMPS COPPER f I ALUM. - SWITCH OR BREAKER 12,0 O AMPS PH 3 WVOLT VC-' RACEWAY EXIST.SERV.SIZE AMPS PH W VOLTI RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS r,S� CONCEALED OPEN TOTAL RECEPTACLES S CONCEALED OPEN TOTAL 0.90 AMPS. 1 51-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF: Lenz AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT P 7. 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH, FLORIDA �- G Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ` ooChi L ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME_ ��`L l- ? _—ADDRESS: (kS 3- ©Cf-tk�A �\y +—RFD—BOX- BLDG. RFD BOXBLDG.SIZE BETWEEN: RES.( ) APT. ( 1 comm. ( 1 PUBLIC ( I INDUS. 1 1 NEW( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP.(tom► SIGNS ( ) SO. FT. SERVICE: yyNEEW( 1 INCREASE ( ► REPAIR ( 1 FEE CONDUCTOR SIZE �C-7i AMPS 0O COPPER 1 ALUM. v SWITCH OR BREAKER Do AMPS PH 5 W ? 1,0 VOLT 6/UI RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.80 AMPS, 81.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I I 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. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA 11 11 N0. lKVA NO.NEON TRANSF. NO. VA. JiVW I I MOTOR SIZE I SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address- 4� ti' 6L c,' 7 Date r -1 '� - � fp Heated Sauare Footage = ,5 , @ $5 CC' per sq ft = $�� 2 Garage/Shed ' @ $ &�per sq ft = $ 0/iy� Carport/Porch H� _@ Ste.Ql per sq f t = Deck @ $ per sq ft = $ Patio _@ $ per sq ft = S _ TOTAL VALUATION : S 7�'/ gS' 46 0 Total V l,at1on lst $ /d 060 Remaining Valueper thousand or portion thereof TOTAL BUILDING FEE $_ !�4 •6 0 + 1/2 Filing Fee ( � ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE $ /� WATER IMPACT FEE $� ;cj ,G() . SEWER IMPACT FEE $��s��U-O(_— WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP TAP $ _ �yJ RADON (HRS ) . 0050 -7, SECTION SECTION H PAVING - HYDRAULIC SHAR.ES ;.ROSS CONNECTION (91(s') SURCHARGE . 0050 OTHER 4 _r_Q_ GRAND TOTAL DUE 3 /7 O � ADDITIONAL PERMITS OR FEES: Mechanical Plwr�binr� Electric/New Eler,tri.cjTemp ; SawimmingPooi. Septic Tank _ ___.; W e]. 1___-___- ; Sign_._____.._._Finish Floor T l e v a t i.(-)n Survey Other CALCULATIONS and/or NOTES : 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. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 2-- WATER CLOSET WATER CLOSET, TANK OPERATED (4)�( VALVE OPERATED (8) C� BATHTUB/SHOWER (2) URINAL WALL LIP (4) 1 SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) Z-- COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF q FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _._,.COMBINATION SINK AND TRAY WITH e FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BAREER/BEAUTY ICE MAKER (I/2) ,5 SHOP (2) SURGEONS SINK (3) L_LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS Q =20.00 EACH JOB INFORMATION CITY HALL ATL BCH TEL No .2475805 Jan 19 96 9 : 17 No .001 P .01 ev-r Q3A 6wrW APPLICATION FOR HATKIt AMP/OR SWZR TAP APPLICANT DAME MAILING ADDRESS 91 PHONE NUMBER 3 9'9 --� 7� __DATE SERVICE RSQU68TBD. � 4 SERVICE LOCATION ' DATE SENT TO PUBLIC WORKS DATE RETURAED To BUILDING DEPARTMEIIT PUBLIC WORKS DEPARTMENT PRICK QUOTE RESPONSE W*Tt 2: WILL "V U R W&T-19- 7'P"p NATER: 5 .. . Sfi11RR: cstNX(Srid OTHER PRICE QUOTE PREPARED BY: Si tore - T tle DATE OWNER NOTIFIED 1 -T, cn w cn 0 a 27 ' 4 1995 L' kiu6 a y BEY L i6iiw+:9 35 F F cv Cu 7 F 4 1 2nd FLOOR Co 35 ' —� { Scale: none Job: 5-1445) LOT Z F1 9'6 S Y42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP I2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP f3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL LOADS PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 633.30 LBS. -------------------------------------------------- TC - From 100 PLF at 0.00 to 100 PLF at 9.50 BC - From 10 PLF at 0.13 to 10 PLF at 9.50 TC - 220 LB Concentrated Load at 4.13 � 0 � 220# k­ -2'6" �- —4 . 1"8T 5 4"8 4 '3" 1 '6"8 --- 3'8"8 -� ---2'3 8 + 7'2"8 — 6X4 3X3 3X3 X2 1X4 3X3 3X5 3' 101" T Q Tg 2X2 3X5 3X4 3X3 3X4 f 2X L 9.6. f 9'6' R=630# W=1"8 R=633# W=3" _ �� VV V7 S Q: 123581 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV. 17.3s SC L =0.5000 ALPINE ENGINEERED PRODUCTS, INC. IHUS5E5 REWIRE EXTREME CARE 10/19/95 T C LL 40 .0 PSF REF _ *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND HHHH,N, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIO-91 BY TPI. SEE THIS DESIGNNFADDITIONAL YHH us TC OL 1 0 .0 PSF DATE 10/19/95 (1 GA[LURE TO BUILD THE TRUSS IN CONFORMANCE M1fM OSTBB BY fPI. FOR AOOI710N AL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - - BCOL 5 .0 PSF DRWG TR46 USS AND CONNECTORS 10 EACH FACE Of yAT$"ALL BE LATERALLY B AND UNLESS OTHERWISE LOCATED THISDESIN. PO517ION LATTACHED PLYWOOD SHEATHING. O5606 BOTTOM CHORD M RUSSBC LL 0 .0 PSF RAG \(�\ CONNECTORS PER DRAWINGS 130. 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of = TOT.L D. 55.0 PSF �A LEN. 9-6-0 U CONFORM W/APPLICA&E PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/7/911 FOR PROPER P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS % 0 1410 F Q'. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, OUR.FAC. 1 .00.�H �. �...nM., <a .r.r.T.w ono nx rn cTwcnnN SPACING 24.0" TYPE Sy42 Job: 5-1445 LOT F3 4'0 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. IOP CHORD 4x2 SP i2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP i2 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/958.34 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 233.51 LBS. I--- 2'3"8 -- 1 '8"8 --+ _ 6X4 3X3 3X3 X 3' �Io.1Y v 1'1' _ 1X4 3X3 9 �— -3' 10" 3X 4 ' R=205# W=1"8 R=234# W=3" TAG = T2 SED: 103583 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 10/19/95 T C LL 40 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AMY WARNING IN HANDLING, ERECTION AND ``1 HITH,,,•• I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN US f .�•' TC DL 10 .0 PSF DATE 10/19/95 ^ \\\V\\wIVII\U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ � _ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 5 .0 PSF DRWG A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 r� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _W ' BL. L L 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of = T 0 T L D 55 .0 PSF D A LEN 4-0-0 \U\ CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7!1/911 FOR PROPER O RIOT' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q';' DUR.FAC. 1 .00 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO IHE TRUSS ERECTION CONTRACTOR. INEEaST`� •'•.,, ,,. FPAf;TNf: 94 0" ITVC3P sv4? Job: 5-1445 LOT Z F4 9-9-10 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS)- SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL LOADS ------------------------------------------------- TC - From 100 PLF at 0.00 to 100 PLF at 9.80 BC - From 10 PLF at 0.13 to 10 PLF at 9.80 TC - 220 LB Concentrated Load at 4.13 220# - 2'6" ---� �-- 4 . 1 "8 #- 5'8"2 �--- 4 '3" 1 '6"8 4 '0"2 —+ 6X4 3X3 3X3 X2 1X4 3X3 3X4 10'1" 9' 2X2 3X5 3X4 3 X3 3X4 9'7" 10 2X 9'9" 10 ` 9.9„ 10 R=650# W=1"8 R=647# W=3" SED: 1031/589 PLT. TYP.- ALPINE DESIGN CRIT=TPI OTY = 6 TOTAL = 6 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/19/95 T C L L 40.0 PSF REF *)(IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN 11�t'US" ��� T C DL 10 .0 PSF DATE 10/19/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ 8C DL 5.0 PSF DRWG A4A6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5000 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - W BC L L 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT LD. 55 O PSF D�A LEN 9-9-10 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P p', SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. F Q DUR.FAC. 1 .00 INEEA`', CZPArTn1( a.1 n" IT-Y- GvAP Job: 5-1445 LOT F6 13-0-4 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 12 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. + 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 729.01 LBS. — 2'6„ --� 5'8"6 5'7" 14 4x4 --2'3"8 - T 10'8" 12 _ 6X4 3X3 3X4 4X41X4 1X4 3X3 3X6 3' 10'1" T Q 1X4 3X 3X3 4X4 4X4 3X3 3X5 12' 10"4 2X 13'0"4 R=702# W=1"8 R=729# W=3" 103587 PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC- TRUSSES REOUIRE EXTREME CARE 10/19/95 T C LL 40 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIS-91 BY TPI. SEE THIS DESIGN Y1,NUS"FNN�� T C DL 10 .0 PSF DATE 10/19/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY fPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER F'. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W S6OE B C LL 0 .0 PSF R A G �\ CONNECTORS PER DRAWINGS 130. 150 c 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of = TOT.L D. 55.0 PSF O/A LEN. 13-0-4 U\U VVV CONFORM W/APPLICABLE PROVISIOrS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' v SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F 1 0 RI NO O Q•� DUR.FAC. 1 00 ^ 1N ONLY. ASHALL NOT BE RELIED UPON 1N ANY OTHER MAY. DESIGN TO TRUSS ERECTION'CONTRACTOR- NYN EEL�Y SPACING 24.0 TVPF SV42 .lob: 5-1445 LOT F7 13-3-10 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. r 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS KITH 3-100 NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00` O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �---2 6 ----� 5. 10" 1 1 '8 + 5 9"9 f----2'3"8 } 11 '0"2 6X4 3X3 3X4 3X31X4 1X43X3 3X3 3X6 T 1 �, 9 IX4 3X5 3X3 3 X3 3X3 3X5 13' 1" 10 2X 13'3" 10 R=718# W=1"8 R=744# W=3" 1 SE' : 103591 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 14 TOTAL = 14 REV. 17.3s SCA =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRU55ES REQUIRE EXTREME CARE 10/19/95 T C LL 40 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOLING. ERECTION AND 111 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 By IPI. SEE THIS DESIGN e'.�'vc-9 " N TC DL 10 .0 PSF DATE 10/19/95 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY.TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 4P1NE CONHECIORS AAE MAGE OF 20GA GALV. STEEL MEETING ASTW OUIREMENtS. UNLESS OTHERWISE INDICATED, TDP - - BC DL 5.0 PSF DRWG AAA6 GR B ExCEPT AS NOiEO. APPLY CONNECIORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /�TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN..POSITION LY ATIACHEO PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 55.0 PSF DSA LEN. 13-3-10 CONFORM w/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOA PROPERP`SEAL ON THIS WANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .0 0 IN ONLY, AND SHALL NOT BE RELIED UPON 1N ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. - -- - SPArTN(; P4 0'* lTV0P SV4P Job: 5-1445 LOT FB -15-10-2 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP :2 N WEBS 4x2 SP r3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. r 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 108.37 LBS. I_f 2 6 —� f 5,6„ T 1 '8" T 8,8,.2 2'3"8 } 3x313'6" 10 T 6X4 3X33X3 3X3 1X4 3X3 4X5 3X3 3X4 10'1" t IX4 3X4 3X3 iX4 3X3 3X3 4X4 3T3- 12 7 10 X312710 3'2"8 3 4 2X 15'8"2 15' 102 R=625# W=1"8 R=1212# W=3"8 R=108# W=3" TAG = T6 SED: 103593 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3s SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/19/95 T C LL 40 .0 PSF REF (�� * IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN TC DL 10 .0 PSF DATE 10/19/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR AOOITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 5 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERNL , 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHDRO W - BC LL 0 .0 PSF R A G �\ CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ T 0 T.L D. 55 .0 PSF O/A LEN. 15-10-2 �U�VVV CONFORM M/APPLICABLE PROVISIONS OF NDS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 1OR PROPER R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS t O 11) F Q' DUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE t�-��� --- — -.. - --_ SPACTNG ?4.0" TVPP SV42 i job: 5-1445 LOT F9 12-7-10 SY42 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP s2 N WEBS 4x2 SP 1'3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 707.83 LBS. 2 6 �— 5'65'5"10 -� �---- 2'3 8 10 '4"2 _ 6X4 3X3 3X3 3X3 3X3 3X3 3X6 T Q 9 1X4 3X5 3X3 1X4 1X4 3X3 3X5 12'5" 10 2X 12'7" 10 R=681# W=1"8 R=708# W=3° S&O: 103595 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 25 TOTAL = 25 REV. 17.3s S L =0.5000 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/19/95 T C LL 40 .0 PSF REF *I MP OR T A N T X*SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN US f ��i� T C DL 10 .0 PSF DATE 10/19/95 FAILURE TO BUILD TIC TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W E3C LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = TOT.L D. 55.0 PSF 0/A LEN. 12-7-10 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER �O RIOT P: SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF TRIS ' F Q�- OUR.FAC 1 .00 IN ONLY. AM SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONIRACTOR. INE t^���r CPArTN(, PA W. Tvr-ir 4VA Job: 5-1445 LOT FIO 12-4-10 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 12 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP i2 N WEBS 4x2 SP 13 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. + 2X6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10T1 NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 694.08 LBS. �- 5'6" 1 '8" T 5'210 �-2'3"8 - T 101"2 _ 6X4 3X3 3X3 3X3 3X3 3X3 3X5 3' 101T __/112H " v 1X4 3X5 3X3 iX4 1X4 3X3 3X4 9. 12'2" 10 2x 12'4"10 R=667# W=1"8 R=694# W=3" r TAG = T8 S 103597 PLT. TYP.–ALPINE DESIGN CRIT=TPI QTY = 3 TOTAL = 3 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/19/95 TC LL 40 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN VNEE�V(- IN H " � ' TC DL 10 .0 PSF DATE 10/19/95 FAILURE TO BU1L0 1'E TRU55 IN CONFORMANCE M11H OSTBB BY LPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUIREMENTS. ULESS OTHERWISE INDICATED. TOP BC DL 5•0 PSF DRWG AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS IO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - - BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 55.0 PSF DSA LEN. 12-4-10 CONFORM W/APPLICABLE PROVISIONS OF NOS [ TPI. AN ENGINEER'S ALPINE IECHNICAL UPDATE 17/1/911FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .OO 01µ.Y, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TOTMETRy5S ERECTIONCONTRACTOR. i, ,-, - .11 . . . ._a, —1_.. ....1- I ..�....�W.,„ SPACING 24.0" ITYPF SY42 25 cv T T TQ C� T5 to T6 W Job: 5-14 4 6 L 0 T T1 35'0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) 2 Complete T r u s s e s Required UPLIFT (L B): 1860 2310 640 BRG.LOC (FT): 0.00 26.40 34.71 TRUSS DESIGNED FOR 110 MPH WIND, 28.85 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . TOP CHORD 2x4 SP 02 N :73 2x4 SP i1 N: ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- BOT CHORD 2x4 SP 02 N TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS WEBS 2x4 SP 03 (+)-Gravity (-)-Uplift ---------------------'-----------------'----------------------- Wxx UPLIFT MMM ( MMM HANGER WWW NAILING SCHEDULE: (0.13lx3.0.g nails) H5 -455/(Jacks Only) I HUS26 - + 27510 -12860(10a /ply) TOP CHORD: 1 ROW @ 16' D.C. MTS12 - -10000 1 HUS26 - + 33150 -155001160 1ply) BOT CHORD: 1 ROW @ 16' O.C. MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(100 2ply) WEBS : 1 ROW @ 4' I.C. MTT288 - -3786112 Each) 110011 HHUS48 - + 51801 -2000 60 2p1y1 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS MTT28B -44550(2 Each) 116tl)l HGUS48 = + 66400 -219901300 2ply1 1N EACH ROW TO AVOID SPLITTING. MST60 = -46880(Per 2ply) I HGUS48 - + 80000 -265011i6a 2ply) DEFLECTION CRITERIA IS L/3fi0 LIVE AND Ll240 TOTAL LOAD. C$150 = -1650/(Each) I HGUS5.5- +113350 -39450(160 3ply) 0 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. W WARNING: UPLIFT REACTION OF -6360 OCCURED ON A NON-WIND LOAD CASE. SPECIAL UPLIFT CONNECTION REQUIRED. 35' =� 7�`(�c�f-✓ X117Cl� 7Z 2x•( (___� 3X6 7 ) cN B (- 5X7 � 3X 1 1?5X3 3X 1 T3 5�7 7 3.5 i .5X3 1 .5X3 �txxJ� 2'4'6 3X5 (A 1) 3X5 (A 1) X14 3X4 1 ,5X3 5X12 1.5X3 3X93X4 X27 e" 3X9 27' B —{ �— 3 35' - -�- 3- 7 7 21 -�— --7' --{ R=2320# W=7"4 -3900 R=5536# W=7"4 R=386# W=3"B TAG = T1 S OE2=P71.667 4 PLT. TYP.-ALPINE OESIGN CRIT=TPI OTY= 2 PLIES- 2 TOTAL= 4 REV. 117.3s S ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 10/19/95 T C LL 30 .0 PSF REF X I MPGR T A N T x x SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �us e TC OL 7.0 PSF DATE 10/19/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE M11H OS1B8 BY 11-1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAOE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - p- UC DL 10 .0 PSF DRWG O AAAfi GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CMDFU M BC LL 0 .0 PSF R A G - CONNECTORS PER DRAWINGS 130. 150& 160A-F. DESIGN STAN13AROS WITH PRDPERLY AITACHEO RIGID CEILING -- SEE - STATE OF T QT.L D. 47 .0 PSF 0/A LEN, 35-0-0 ��� CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER D RSO P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS / F Q OUR.Fac. 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'T��` SPArTN(. CFF ARnvF TvFlf: h i nc; .lob: 5-1446 LOT T2 35'0 HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 1090 950 560 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26.40 34.71 TRUSS DESIGNED FOR ]]0 MPH WIND, 29.14 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ------------- ---------------------------------------- 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" Q.C. MMM UPLIFT xxx I MMM HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(SOd ]ply) MTS12 - -]000# I HUS26 - + 3315# -1550#(16d Sply) SHIM ALL SUPPORTS TO SOLID BEARING. MIS - -2000#(2 Each) I HHUS4B - + 4299# -1660#(]Od 2ply) MTT28B - -3786#(2 Each) H OEI)I HHUS48 + 51801 -2000#(]6d 2p1y) MTT28B - -44550(2 Each) Mall HGUS48 - + 6640/ -2199i(1DO 2pIy) • MST60 - -188#(Per 2ply) 1 HGUS48 - + 80000 -2650 6d 2ply) CS150 - -1 50#(Each) I HGUS5.5- +113350 -3945#(]6d 3p 1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �"— 9 17 -i 9 T5X5 3X8 3X8 5X5 3.5 —�1 . �33.5 v3 kAj 1 .5X3 2'11"6 �X5 1) 3X5 (A i) 14 27'8" 3X 12 5X5 P9X 3X12 27 8 I �- 3' } 35' 3' -� R=1341# W=7"4 R=2271# W=7"4 R=128# W=3"8 103520 PLT. TYP. -ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 10/19/95 T C LL 30 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY IPI. SEE THIS DESIGN V � TC DL 7 0 PSF DATE 10/19/95 FAILURE TO BUlIO TIE TRUSS 1N CONFORMANCE MI1H OSTBB ar )P1. FOR AOOI1)OH1L SPECIAL PERMANENT BRACING RE p/� '1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMEN75 UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG A•46 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERp(�TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 c 16OA-F DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = TOT LD 47 0 PSF 0/A LEN. 35-0-0 CONfOHM W/APDLICAOLE PROMSIONS OF h05 C IPI AN ENGINEER'S ALPINE IECINICAL UPo4IE 17/1/911 FON PROPEqSEAL ON 7H15 DRAWING APPLIES TO InE COMPONENT DEPICTED HERE pgYMALL APPLICATION. Fu/WISH A COPY OF 1.15 : DUR.FAC. 3IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANr OTHER WAY. DESIGN TO INE TRU$$ERECTION CONTRACTOR .� 1 _._.....".. _ _ . .:. . .. .. SPACING 24.0" TYPF hipS Job: 5-1446 LOT T3 35'0 HIP 11 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TDP CHORO 2.4 SP r2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP r2 N UPLIFT (LB): 1100 960 560 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26.40 34.71 TRUSS DESIGNED FOR 110 MPH WIND. 29.43 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MMM UPLIFT MMM I MMM HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 455#(Jacks Only) I HUS26 + 2751: -1286#(100 1ply) MTS12 - -1000: I HUS26 - + 3315: -15500(160 1ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -2000:(2 Each) I HHUS48 + 4299# -1660r(f00 2ply) MTT286 = -3786#(2 Each) (100)1 HHUS48 = + 51800 -2000160 2ply) MTT28B - -44550(2 Each) (160)1 HGUS48 - + 6640# -2199:(#(100 2ply) CS150 1650#(Each)ply) I HGUS585= +181335# -39450(160 3p1 y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' T3 5 1.5X3 �A)5X7 1 .5X3 5X7 . p 1 .5X3 3.6"6 3X5 (A1) 3X5 (A1) 14 27'e" 4X5 6X8 129 X 4X5 J 27' B ----1 �3' + 35' 3 -� R=1371# W=7"4 R=2143# W=7"4 R=226# W=3"B ?: 103522 PLT . TYP. -ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 10/19/95 T C LL 30 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY* WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGNX11 US T C DL 7 .0 PSF DATE 10/19/95 TH FAILURE 10 BUILD E TRUSS IN CONFORMANCE KITH OSTSa BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1 ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 R A G \`) TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Lr ATTACHED PL- SHEATHING. BOItOw CHORD - K BC L L 00 PSF CONNECTORS PER DRAWINGS 130. 150 c IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE ofTOT.L D. PL47 .0 PSF 0/A LEN. 35-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APICATION FURNISH A COPY OF THIS 0 R10' P 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER KAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEE�5 1 DUR.FAC. "`� CPA('TAI(: ?A fl" lTvnr h i CTG Job: 5-1446 LOT T4 35'0 HIP 13 THIS DWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 1100 960 560 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26.40 34.71 TRUSS DESIGNED FOR 110 MPH WIND. 29.72 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. (A) 1X4 -I- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. WWW UPLIFT MMM I WWW HANGER WWW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -4550(Jacks Only) I HUS26 - + 27510 -12860(104 1ply) MTS12 -10000 I HUS26 - + 33150 -15500(16tl iply) SHIM ALL SUPPORTS TO SOLID BEARING. MIS -2000012 Each) i HHUS48 - + 42991 -1660#(10d 2ply) MTT2BB = -37860(2 Each) (10d)I HHUS48 = + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10tl 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 8000# -26500(76d 2ply) C5150 - -16500 Each) I HGUS5.5- +113350 -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' 9' 13' 5X7 1 .5X3 5X7 LD 3.5 p 1 .5X3 1 .5X3 v 3x5 (A 1) 3X5 (A 1) 14 3X6 5X9 �27 B 3X6 —- -1 27 8 �- 3' + 35' 3 -� R=1395# W=7"4 R=2040# W=7"4 R=305# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE10051667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/19/95 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FO' ANY ARNING IN HANDLING. ERECTION AND 1j 1j��,' �+ ^ f \ DEVIATION FROM THIS DESIGN OR THESE SPECIfICA![ONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN 11't'us f �i� Tl. DL 7 0 PSF DATE 10/19/95 FAILURE TO BUILD THE TRUSS IN CONE ORMANCE WITH OSTBB BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM Ou IREMEN/S. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 "J\ TRUSS AND U/L ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - W BC L L 0 .0 PSF R A G CONT*CTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING -- SEE STATE OF TOT LD 47 O PSF O�A LEN. 3rJ—O—O CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER T.0 RIO F Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRVWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON 1N ANY OTHER WAY, DESIGN TO 1HE TRUSS ERECTION CONTRACTOR. INE cPef TN(: Pn 0" ITVpF h i n-, .lob: 5-1446 LOT T5 35'0 HIP 15 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DINSIBY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991MEONS SUBMITTED SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 1100 960 570 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 26.40 34.71 TRUSS DESIGNED FOR 110 MPH WIND. 30.02 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 9 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------------- -----------_-+------- ----------- - - A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MMM UPLIFT MMW I MMM HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(JeCkS Only) I HUS26 27510 12860(104 1p1Y) MTS12 - -1000# I HUS26 - + 33150 -1550#(164 1ply) SHIM ALL SUPPORTS TO SOLID BEARING. MIS 12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 = -37860(2 Each) (100)1 HHUS48 - + 5180# -2000=(160 2ply) MTT28B - -4455#(2 Each) (160)1 HGUS48 - + 66400 -21990(100 2ply) M%T60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r 15 5' T 15' 5X5 5.X6 3.5 v 4X5 4X5 CD (A) 3X5 (A I) 3X5 (A i) 14 2X4 3 3X6 4X5 X27 X7 e 2X4 27 8 I �- 3' -} 35' 3' -� R=1416# W=7"4 R=1951# W=7"4 R=373# W=3"8 103526 PLSE T. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3s SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOVIRE EXTREME CARE 10/19/95 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND n I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN VS" ,� T C DL 7.0 PSF DATE 10/19/95 ^ \\UwVILU\ FAILURE TO BUILD I'* TRUSS IN CONFORMANCE WITH OSIBB BY 1Pl FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF KORO SHALL BE LATERALLY BRACED NITH PROPER 5606 TRUSS AND UNLESS OTHERMISE LOCATED ON THIS DESIGN, POSITION LY ATIACNEO PLYWOOD SHEATHING. BOTTOM CHORD M -- BC LL 0 .0 PSF R A G \(�\ CONNECTORS PER DRAMINGS 130. 150 C IGOA-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING t-- SEE - STATE of _ T 0 T.LD. 4 7 .0 PSF D A LEN. 35—O—O CO EORN N/APR1CAB E PROVISIIX+S OF NOS C IPI AN ENGIMEER'S ALPINE TEC MICAL UPDATE 17/1/911 FOR SEAL ON THIS WANING APPLIES 10 THE COMPONENT DEPICTED HERE ORYNALL APRICATION. FURNISH A COPY OI.0RI Q'= DURFAc1 .33 IN ONLY, ANO SHALL NAT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTINEt^-Y�Y` - _.. sPAr,TNG P4 0" lTvpp hips .lob: 5-1446 LOT T6 35'0 HIP 17 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 1100 960 570 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 25.40 34.71 TRUSS DESIGNED FOR 110 MPH WIND, 30.31 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SHIM ALL SUPPORTS TO SOLID BEARING. -------------------(+)'Gravity (---Uplift MMN UPLIFT xx* I MMM HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(100 (ply) MTS12 - -10001 I HUS26 - + 3315# -15500(16d (ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(SOd 2ply) MTT28B = -37860(2 Each) (100)1 HHUS48 + 51800 -20000(160 2ply) MTT28B - -44550(2 Each) (160)1 HGUS48 = + 66400 -2199#(100 2ply) MK60 - -4688#(Per 2ply) I HGUS48 + 8000# -26500(16a 2ply) 05150 - -1650#(Each) I HGUS5.5- +113350 -39450(16a 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1717 T 5X5 5X5 T 3X6 3X6 LOT rT 1 .5X33X5 3X51. 5X3 U7 3X5 (A S) 3X�(Al X14 4X4 3X4 ,Ay 27'8" 3X6 4X4 27 8 3X4 1-3' } 35' 3' —{ R=1422# W=7"4 R=1926# W=7"4 R=392# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SC i00 1667 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUIRE EXTREME CARE 10/19/95 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND n I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C DL 7 0 PSF DATE 10/19/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH O5T88 BY TPI FOR ADOI110NAL SPECIAL PERMANENT BRACING RE _ , v� - O\\\\\\/� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD k BC LL 0 .0 PSF R A G (\\ CONNECTORS PER DRAWINGS 130. 150 C I6OA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT L D 47 .0 PSF A LEN 35-0-0 \\UUU\ v CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGIkEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C D R1� FQ' DUR.FAC. 1 .33 Lj IN ONLY. AND SHALL NOT BE RELIED UPON 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR RPACTNG 24.0" TvpF h ins Job: 5-1446 LOT T7 21 '0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP if Dense UPLIFT (LB): 7110 1110 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(±)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. www UPLIFT www I www HANGER www H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286#(100 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550:(160 1p y) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660:(100 2ply) MTT28B - -37B60(2 Each) (100)1 HHUS48 - + 51800 -2000#(160 2ply) MTT28B = -4455/(2 Each) (16D)l HGUS48 = + 66400 -2199:(100 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26501(160 2ply) CS150 - f1650#(EaCh) ( HGUS5.5= +11335# -3945:(1160 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 21 ' T 6X8 1 .5X3 6X8 1 3.5 v 1 .5X3 1 .5X3 2'4'6 3X8 (A1) 3X8 (A i) X14 X4 HS2512 X3 X4;; B �-2 T 21 2 R=2103# W=3"8 -3030 -3030 R=2103# W=3"8 0: 103535 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 10/19/95 T C LL 30.0 PSF REF X IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANr WARNING IN HANDLING. ERECTION AND 11.., DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HTB-91 BY TPI. SEE THIS DESIGN V. NE TC DL 7•0 PSF DATE 10/19/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIBB 8Y TPI. FOR AOD1110NA1 SPECIAL PERMANENT BRACING RE ALPINE COMECTORS ARE MAGE OF 20GA GALY STEEL MEETING AS1M OUlREwENTS. UNLESS OIHERMISE INOICATED. 70P - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT LD. 47 O pSF Q�A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPOAIE (7/1/91) FOR PROPERPSEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS `- DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. A ` ccnrTmr. crw ARnvF lrN or h i n-- Job: 5-1446 LOT T8 21 '0 HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 80T CHORD 2x4 SP #2 N UPLIFT (LB): 620 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (fl-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT MMM I WWW HANGER WWW H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 I HUS26 - + 3315/ -15500(160 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(IOd 2ply) MTT28B = -37860(2 Each) Moll HHUS48 = + 51800 -20000(164 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21991(SOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - +,80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS _9' I 3' 9' 4X5 (R) 4X7 to 3.5 v 1 .5X3 1 .5X3 Cu 3X4 (A 1) 3X4 (A 1) X74X !X4e, :2 3X4 1-2' 21 ' 2 —{ R=1138# W=3"8 R=1138# W=3"8 W✓ ?S :PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3s CALE0052500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 1 0/1 9/9 5 TC LL 30 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING 1N HAMMING, ERECTION AND I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H19-91 BY IPI. SEE THIS DESIGN �llt' S 11 i� TC OL 7 .0 PSF DATE 10/19/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OS18B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING(E ` v V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP -Z, - BC DL 10 .0 PSF DRWG A+46 GR B EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T 0 T.LD. 47 .0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/9/91) FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' Q EOg10P P 1 .33 IN ONLY. AND"" NOT BE HELIED UPON IN ANY OTHER WAY- DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��F INEE� ` DUR.FAC. COArTkir O,1 nW — ,r hinc lob: 5-1446 LOT T9 21 '0 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 801 CHORD 2x4 SP 02 N UPLIFT (LB): 610 610 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- Mxx UPLIFT NNN I NMx HANGER Mitts H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(100 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(160 1pIy) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B = -37860(2 Each) (100)1 HHUS48 + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (160)1 HGUS48 - + 6640/ -2199#(fOd 2ply) FMST50 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) # CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10 '6" T 10 '6" -� —� 4x4 0 -' 3.5 v 1.5X3 1 .5X3 Q m 3X4 (A 0 3X4 (A S) —TT X4 3X7B, f---2' T 212' R=1138# W=3"8 R=1138# W=3"8 TAG = T9 (EQ: 103539 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 3 TOTAL = 3 REV. 17.3s E =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/19/95 T C LL 30 .0 PSF REF )(*IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY A RN I N G IN HANDLING. ERECTION AND t TC DL 7 .0 PSF DATE 10/19/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANr BRACING SEE HIS-91 BY TPI. SEE THIS DESIGNFAILURE TO BUILD TH# TRUSS IN CONFORMANCE rI1H OSTBB er IPI FOR ADDITIONAL SPECIAL PfRMANENt BRACING RE � - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 8C DL 10 •0 PSF DRWG AA46 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF C ORD SHALL BE LATERALLY BRACED WITH PROPER 5606 F�TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ' BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE - $TATE of = T0T LD 47 .0 PSF 0/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER TA4-0 RIS F Q SEAL ON THIS IS DRAWING APPLIES TO THE COMPONENT DEPICTED IE RE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' F Q'� ouR.Fac. 1 .33 IN ONLY, AND SCULL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO IME TRUSS EREC71ON CON IRACTOR. INE Evr.�� sPAr,TNG24.0" TVPF camn I 15-1446) P F N TOP CHORD 2x4 SP •11 mas ■■■ BOi CHORD 2x4 SP #! W CS) WEBS 2x4 SP 03 PADTIDE UPLIFT DOIPIECTIONS AT BEARIN69 AS 11431CATED. (1921 SBC) VPLLFT ): 760 3810 200 1 W BRG.LOC fl ' 0.00 9.90 9.90 U, OEFLECTIO)N CAITEAIA 19 L/MD LIVE AND L/240 TOTAL LOAD. TRUSS DE 1GNED FOR 100 MPH W1n0 20.95 FT WEAN HEIOMT WITH DEAD LOAD OF 9.00 PSF (TOP{ ANO 0.00 PSF IBOTT04 Q THIS HIPJACK IB OESIGHa O 10 SUPPOR7 A CORNER SET WITH 07-00-OD ENOLDSED OR FULLY OPEN BUILDING. 0.. GETBACW. CORNER JACKS HAVE NO WEBS. TYPICAL SINPS N OR EQ AL UPLIFT/fLkNGEA W-VUTAEMENTS A RIGID CEILING OR CONTINJOUS LATERAL 9R 11,10 AT 24.00' O.C. `y•GrEvSty (-1•Up11ft MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -----`-------------------------- _------------` MNK UPLJFf{ kkk MWS HANGER NKK ""x"WARNING! MIO-PANEL DEFLECTIONS EXCEBSIVEIIRWa HB -455/IJaCWa Only1 HUS26 • H 510 ^12B51(IDd !ply ACTUAL I9 L/)48.23 LIVE AND L/724.52 TOTAL NT912 -!0000 HUS26 331gP -155DA 19d !ply WTS12 -20009[[[��� Each HHUS48 - 1 42890 -1 1 1210 N PROVIDE {S)) IBd TOE-MAILS AT TOP CHORD. MTT28B - -37881(2 EDchl (1Od) NHU549 - 1 518Ui -20004 lostl PROVIDE (3,I 15U TOE-MAILS AT (107TOM CHORD. " NTT288 -44551!([[2 Each] I16tl HGOM - 1 8540# -2195/ tOd Z HBTBO - -49881 ar ply! 140U648 1 BD001 2 01 1 C81B0 • -768801 Eaehf Hy U35.5. 1111-_351 -3 451 1193 3.1 'VI O REFERENCE ROLNED LUWBEA DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2 J _377# R-370# W-i'8 Ham- - 14' 1"11 1 �--— 4'10"10 (n Lf) 29'B"(3 Of a.� . W 4 It 0.L 2.47 cs CO tV 1= 2X5(A1 V7 3;14 ou 27.8" W X J' O 2 1: �--- 4'2"15 -�= - - 9' 10"13 — O LL � 7'0"14 - ---2'9'15 ---� R-9700 W-4' 15 321# R-71# w=3 Cu V tltglq 1 Ln PAT.-TYP9— A P R T- TY ■ 4 TQTAL 4 REV 17.3s A 10095000 xPINE EIMI EUM PADIOCT1. tic. :MISSES IffiAME EI(1RI0E ENP! 10/24/95 TC LL ' 30.0 PSF REF Cu IE*ArIMPORTANT1t*gNLt wT 110 Fim- 1ItIE root Avr ARNING IN Oka-ins. Emmo, APo A,,Au1l ,,,, TC DL 7.0 P5F ATE 10/24/95 TItOM rA)M 0090M1-I9 9tON OR TME!SPC)HtAlliAi CR All 9;4199. Re N)8-9t BY TPI. EE TINS DESIGN rAILLfW lO WILD nE TRLGG IN CQKWVMA"MIT"Illp K IPI. TOR AIOIItOUtt 9PtCtX PER;ALENI 91ACI110 RI V (� f— u►tw.co"ECTORS FM! MAOI Or ED"0A'.r, IIEEI TEE11W Alli; 9FIRErW6.W-17/DV1.1AMI0c tN33UTIO. TOP BC DL 10.0 PSF DRWG (� O AA16 0%1 EXCEPT AS 101E0. APPLY WT'1[C10R6!0 Elul FALL 1► c10►a 91Lu1.0!LAtERiIT ewuco0 911n mrE1 = OSOg BC LL 0.0 PSF RAG TRA99 t41 4•LESS OCK61,415[LOCATED 04 1113 DESIGN NIIIIIN LT ATTACi*�1► 00.710SNEATHPEL 99TION CH3111 I * -_ oorN[ETON.cot SAO t1g9 L70. Reo t 1104-f. Eccles 11tA19APDa YtiN M1ONM,r 47742880 PtD1D CtII tlq-- ICL BUTS Or TOT .LD. 47.0 PSF 0/A LEN. 9-10-13 CVMF 9IA;,PPPL IC44E P+Iwn[OM o• PO9 1 1P).AS c111t911t•C PAPINI IeC,ILtt,L U>AAIe (711/S11 Fol PROPER D�OI SEAL ON-KISwwIMS APPLIES 10 TPE cc V";04.1clao W. DAYA4L APPLICAITOM. FLOWIM 4 Wf K IMt9 [)UR FAC. 1 .33 (N aa.r. ANT 94ut wT E tax!oPatt 1N,wr tT9u ur. ovu1 to THE w�a9 t3lecuel cmlvtnl■• 1NEE ,,.`' SPACING SEE ABOVE TYP LACK :, -res - -c ''F1A n lA //CITY OF �`4�LtG 13P.Gi'�i'L- Office of Building Official_ REQUEST FOR INSPECTIO i Date_. � ! Pe t No. Time A.M: Received _-- -- _._- ..-_--P.M. Job Address Locality Owner'3 Name Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footrng Rough Wiring C; Rough Air Cond. & I Re Roofing ----- Temp Pole i . Top Out J Heating Insulation Lintel Final Sewer Fire Place r Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Thurs. Friday �( 1 Q A.M. Inspection Made V1 - _� ._ f. __ --- --___P.M. >�actor y Final Inspection Certificate of Occupancy Date ---- ------ ---- CITE` OF /.dei R Office of Building Official REQUEST FOR INSPECTION Date /"4gt Permit No. � Time Received __Jocality Owner'sName tractorBUILDINGCAL PLUMBING MECHANICAL Framinging Rough Air Cond. & Re Roofing - Slab �`�r� Temp Pole Top Out Heating Insulation Lintel 7� Fina; Sewer ,. Fire Place Pre Fab Y FOR INSPECTION Mon. %Tues 7 Wed Thurs. Friday— Inspectiont44ade 1 _� - -- _— _ nal Inspection Certificate of Occupancy I Date -__-_-- CITY OF /� - Office of Building Offici 1 REQUEST FOR INSPE BO Date Permit No. �1--- �. — ---- Time -------- A.M. Received _ PM• Joh d r s Localit r Owner's % Name _ �---_ — _--Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL '�� Framing ! o"o int g Rough Wiring Li Rough i Air Cond. & Re Roofing 2 Stab %;/ Temp Pole Top Out Heating Insulation F Lintel -yti, Final 1- Sewer Fire Place ✓ Pre Fab READY FOR INSPECTION A.Mi. Mon. Tues. Wed. Thurs. Friday__ A.M. Inspection Made �__ —_.0 L_._—1 _-_._-____ P.M. Final Inspection i Inspeotor_ � -- - c s -- . . Certificate of Occupancy 1 i Date Office, of BuiUng Official REQUEST FOR INSPE T N 0- 794, Date �_ _-- --___ Permit No. - -----------_------_--- Tine Received Jo d res< Lo ty 1 Owner's Name Mc.,Ttng Contractor BUILDSNC: CREI'E ELECTMCAL PLUMBING MECHANICAL F ammo Rough Air Cond. & Re Roofi;c S'ab en,I Pc�; Top Out Heating ns�lat;or. Lintel Fin-` Sewer Fire Place Pre Fab Tues gin, ftEAi?�E :Fnd�,�y ;-FC?r iNSPECTiOivThurs. _._ -_P.M ) M_ � A.N RM, Fina: Inspection Certificate o1 Occupancy CITY OF Mk4tAWCA-061 Office of Building Official c REQUEST FOR INSPECTION 9 - / -3 - moi` � L/ � Date Permit No. Time A.P✓ Received Job Adr s r Lo My Owner's Name - ---�----------- _----__. Contractor BUILDING CONCRETE ELEC1 HICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough 7 Air Cond. & Re Roofing Slab Temp Pole Top Out ; Heating Insulation Lintel Final Sewer Ci Fire Place Pre Fab READY FOR INSPECTION A.M Mon. Tues Wed. Thurs. FridayM. A.M. Inspection Made - _ ^ P.M. Irsp•,:ctor___.-- ---- —` "-- - Final inspection i' ertifrcate of Occupancy Date ._-- -- MAP S140W I NG BOUNDARY SLNZVEY OF LOT 3, BLOCK 43, ATLANTIC BEACH, D U VAL COUNTY, FLORIDA AS RECORDED IN PLAT e00K 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY. CERTIFIED TO: MARK ANOREWS O C E A N B O U L E V A R D < S2) .P. (12.43) E.P. (12.36) E.P. 1 EOA!'CP PAVIMLNT 1r ALM 3.. 0) ��20' PNM R a— ' �� 50.00' WAS) 99.89' AJ/ mR `b4 `� crJPi � PLAT) 100-01��' ± 'O. n, ca ai• �. L O T 2 L O T 3 L O T 4 4 •1r'S PALM •I4' PALM (3117 p 13.2> •(2 8AU4 •1l' PALM P-1•17 PALM 16' PALM •15" PALM •6 CN RY •12' PALM x ON LINE PALM BLOCK 43 • �----- 9" CHERRY 15• PALM* y�ppp 4 l BL ALL W PALM• 6FENCE - t 1 14' PALM ' ?PALM• Iqt' 2' O' P 79 1 � ►q ,� i OJO C <14.9) P ttt is ) 50.00 x sA - - 0 lGi i0 "fluL iaiiKt L O T 8 I L O T 9 LOT 10 I l8N S IT ARS THE S GNATURE AND T ORIGINAL RAI E SEAL OF A FLORIDA LICENSED SURVEYOR AND NAPPER. THIS DRAMIHG,SKETCH, IS rDR LREM DATE ✓unp 28. 1995 L Mr is a 144P W SA17V A0W Rr SIPWr. p AM=C611CAE7f ACKMVr SCALE I'=20' P. ElevatIms shown thus (ISO)refer to US Coastal and Ceoart1c Survey AatGn A4utAanal A---x aMMY MAX ,IOC No. 95-3383L-00 Cwodet/c VertIcal A2 ft" of IN'SS (NG V.A of JAc'9AO ppm ,3 6y (iropWC plottag only, the Prgoerty shown hereon bis ntnar Z01WP X(LtitSAMP sob yr. �A��pP a F.9 548 as shown an bre Federal Emergency Mana9enerrt 49e0cy (F.E.NA.J, Notrbw/Flood Insurance ArAM S AM PPE fawn page 36-37 f4Yrgrort flood Insurance Rote Mov fFJRNI Comity-Poral AF.,+ber 12A�7J 0001 D X AMMS CAD=�r Conp. r1te 3 43A9.dNo Map Revteied da to qwx I7, 1989 A Lhless other~ noted any porton of the parcel that nay be downed ON Wetlands by Stotr ar covermwtal A9encles; has not been deterrwned and any 114wity resalta9 �� A►.MLLER& ASSMATES therefroe,/s not ba Sooty of bre umtr s�9raa( 5 There nay be Reitr/CtAOnS or£osenents of Retard evidenced by title exams tAM that 6PROrCSS7401 AOAW nq 184 VA, SVIT£V A�POOS Fax (90II T2J-5758 YM hail*not been shown hereon. AA&P£VIArmmr rmr At4r AE USED JW mrs,AUPVEr -44CCS9W14L& fZbWBA 340ZM Tele. (904) M IRN VIAMMd�'f71iT77P,1ilT P.CP Arrnorrerrt Control Poat & L[�A Ynsed 6krsaess nyS/S r0 L[)er/Fr nwr nPS WAPVF7 !S A /ACE AL79�inVfAT/DM Or AY 4cmde PRN Permanent Reference Ahvxwtient K terra Lg(rd Su^wya FA2s SrIPtTY ANLL Ms iIY S6efRVlSa1Y Ala!M ALl?OeaNCE q7J/7', PLtC Po»t of Ree tree A h[7FsnrrHP/e c�ecirA-Aut/wn Aw~rEYriWCAc SrAnma�dC Ar aC aArp Aw mr nw)w sr rAr 01001 PQ/t Pant of AegAr/N19 foerxvrt wAYv6 aF i1�7[sJIWCt twos SrIPNi)L1eS A®AM9^l7PC JY e1MW7(7�aO1 tG P Pant of nor Cano►tba�er at+°+n►ttreW S MMM AnNwrrnermr cam at►swnr m fj Pant of Tangency CAT,K Coble reliwsbn > * �fLOVluI srA7LlES P.RZ Pant of Reverse Cu rva tu^e at Overhead Laws Pi Pant of Intersection crx) field Measured R/W t ofWay R- R004v dpqvls Vol. L7ALI TeC2V-OW V014~ L. Ave LeatA equals ,meq TA OF FL P 04 R£6ISMALrB CIS= Chard 6iarag i Lktstance equals NVE L SICCR TIMAr£Na 4600 p� page = Delta or Control An91e equals gpL, 6iA1aMr9 ReitrefAX7 Lae LP. Iron Prepe smt Easenwnt Cone Concte RIVH74i AtW, SUHNAR)" 1G- ii -5 For: hIrk Andrem-11, ,365,121 Oak St. Fl 32203 1904)309-2P24 By: AIR EAVIOEEPA INVIC 7(,94,,-'* Oecqch slvd., jacKonville Fl WK (904)641-2333 Job W; Plax; 2635 Sq. Ft. Fit hi FZ 2bae WMER OESM CONOTTIONY3 306WER OEMN WAVIMOMS cauls iu'e ab. J2 Deg F Outside 67"'. 94 &y F laside db; Ot,*,�g F Taside o'b. Q Bey F Oeslyi; 70,-, 38 Deg F 9,esigo 7YO,: 19 Deg F Rel. Hym. 50 J" Wfas matei, 49 yt, HEAMG SUNWRY 151&v3i61.E C61"Wi5v Mvp Z049 SMINVIG WOV. Hedt loss 04154 61-uh 356(w slvh Motilation Air 50 CY�W 1045 Koh Veot Ali, loss 2090 stwh Ofesiga 7-tunp. Swiay 3.0 Deg F Desigo Heal load 3Z 44 61W Use Oald 8 Halt., i.00 WK Seas EQ& Qdd 36153 Stab INF11 TV TIM Z A i'k-W T 1,'000.111 er ' I Oke 51. '1 AIY',! const paal d rl Fir,01aces i Laleradl Gaiav 1360 Mult It t loa Wo Stab Infiltywtion 5048 Otwh A red Is q. ft. ) 2635 1635 161Went Equip zand 8094 8twh Volui#, (a. P - 22680 2268(,+ Air Chaayesl%ur 0. 9 0.4 Wal AM load 4414? Stab Equivaleot CFH 341 15-21 HE4UIX6� EVUjPHi-'A17 3UtY'KAR)-' CVVIIWV EVUHATNT SWAVY WAY leitaox ITIcf ke i.enaox NOW j2)CUNW-26 (211'12HPH Ali hdodle; Hed t pla"14k, Ef flu.it-wcy / N,51-Y 12.3 }lea ll fly ltiltTffi, 0 stw/t 34�SaSiji'le t'700liag 0 Stab Heatiog Oulpat 0 8 u Wont cooliag 0 Wuri Heatiag 7SAx, Rise 6, Deg F 7ola'l 4,00,147ag 0 Rtwh Actual Hedt-ia-y i'7614 -CIFH AcZudl CocillayFda, il.::1014 i'TH Hty Air Flow Fdctvr 0.031 CFAStub MY Air Flo* Factor 0.048 XhAtult sodce 7heroostwt load Seas Neat Ratio 65 HAMM! j.- x'11i tyluell "I.J.' Fl. 'ez I/k "(.-, �Irlittout certlfit-�,d bY ACCA lo Ifieet cill requireNewts of Hd'amaj. Form j RIGHi'l-3 CAICUI A T ION PROCEOURE'S' A,9,0,0 job W. Plem 2835 S'q. Ft. Procedure A - loflltrdtioo HTH 1. Wii)tef Iafiltrdtiolr CFH 6�. 9 ACIAIR' x -22660 Cil.FL k, 0.016'.7 34 1 t5TH 2. Wiiitei Inf.i'itratioa Stab 1. / 'k 341 CFH 38 Wifiler T7 /4249 Stah 3. dV.iliter` Tafiltrdtfoa HTN' 14249 Stal? 7.;;,2 Totd] witlejow 18. 5 HTH S Ooor Area Procedu.,-e 6 3aqwer Piriltrdtion HTH Cdlvallatloc rll 1. Samper 0.4 A01HR k 80 Cu.FL. k 0 016,." i 5" C/-W 2. 3,yooer Infiltreitlwt 8tah !. I v 152 OFfy IQ 3uomer 77.7 316*6' 6tult 3. 3amxer Iaffltrdtloa Hf ref I t 3166* 81ah 7ittdl Atliidow 4. i H Telf S 04ocir Area ............ 0.68 x '45, gr.e'liff" 'k 15,E OF.6 S048 I'ftwh Procedure 0 EQvipment" Loads 1. 3eltSible 31217lig 10de.1 Sensible Vetrtilatiwi lo�;.i d /. I 'k 50 Veat.CFiY x 19 '5awfler 70 = 1045 8t al? Seasible load for 3tracture (Lilw 19) 3 5 6 08 R talt 31jw of alid straf.,Iiu'e lodds.." 36'653 ghvh Rdiflg dfid SWIei!y Afaltilllit.' A' t.00 R19H 5'12*110g load -- A)161hle x 3456.5.3 61 t/h 1 4 2. ldteut 3Leing Zodd 0.66 x .50 pent.CF K w9 yi di f f. 166 6' 8talt 1017,61'fldl boddS - 230 A 6 No. I 3"Ne" 8 L uh lltf).Vtrdtioa load Froo Procedure -C k. 5048 1,?tal? Eqaikwent 312-,i'lig load idtelit '5094 8 1-uh ............ I ity is. "Col?stractioa Oad 'I d iVo. of FiteklldCt"S 17S.: 1 . " HA MfA I J: h Ed. RIG ,. 2 19H7, j*, Certifiel Oy AGOA W meet d1l teqUJVUWe"hX U/ "a"Ual rVIN 11 Job J: Plan 2835 Sq. Ft. 2one: 72-19-95 NANVAI 0 7th Ed. ---- R16HT"j: V. P2 -........- 7R2973 --- Page I ---- I/ Name OF Root# Entire House Whole Hus.Pse 21' Running Fl. E*Aposed Wall ?24. 0 Ft., 124.,0 Ft 31 Room Mea sions, F& 'k, Q Ceilogsjl / Condit. Jt6.0 8.6, / --------------------...------------------------------- -------------------- Of ICSFI HTN / Area I Stab Area / Stab EAVOSORE' Jr IhV. lHiy 101g lieoylbl Hty / C19 llengtbl HIP / C19 ----------------------------------------------------11.....__._.. --------------- 1 51 Gross 141481 5. 51 2.21 23641 st"* / set)" A-str Elposed /:l)/ L 4/ 1.31 01 stst 1 rssr 1 01 Seto 1 stst Malls and Ici 1 0.0/ 0.0/ 01 **wr / its, 1 01 sees I sees 1"1artitions Idl Jr 0.0/ 0.0/ 01 mess I ssss 01 $its 1 ssss lei 0.0/ 0.0/ 0/ *sss 1 miss Ol sots f sees Ifi 0. 0/ 0.0/ 0/ sees / mass f0/ *so sees lr ------------------------------- -------------------- -------------------- 61 Windows lei/ X12T61 ss 1721 212e.5'91 `�'tw-t 212691 ssst A Glass lbl X127.61 As 1 0/ 0/ miss 0/ 0/ memo " " tlt '."'/ time "'�/ sets 00ors lity. /c/ (".v/ : 0/ 6,1 Idi 0- 0/ SY 0/ 0/ lel 0-0/ As 0/ 0/ $$me 0/ 0/ $tat trr Ifi 0-0/ At 0/ 0/ trio 0/ 0/ sees ------------------------------- -------------------- -------------------- 71 Windows North 123.01 7721 ssss / 177361 7721 stss IP7361 x Glass 1 Nrxhw 1 0.01 01 sssr 1 01 01 sets 0/ Doors cly. EAW 1 0.01 01 *is, / 01 Ol ssss1 0/ SESSW 0.0/ 0/ sets / 0/ 0/ or* 0/ South 0.0/ 0/ sort / 0/ 0/ tits 0/ Hurz 0.0/ 0/ else / 0/ 0/ sorl 0/ ------------------------------- --------------------/--------------------/ S/ Othr Mors 01 01 0/ O 0/ 0/ 01 01 0/ Ol 0/ 0/ ------------------------------- --------------------/--------------------/ 91 Net a' 1'48; 5. 51 2.21 155T/ 8?111 35071 15921 87111 350?1 Ewposed lbll!Cl 1.41 1.31 0/ 0/ 0/ 0/ 0/ 0/ Malls and /c/ 0.c+/ 0.0/ 0/ 0/ or 0/ o/ 1 Ir SWUM= I d l I 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ Ifi , 0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ -------------------------------/--------------------/--------------------/ /10/ ceilings lal&Wl 1.31 7.41 9451 11851 1141l 9451 1185 11 1 134 Iblovi 2.01 2.31 0/ 0/ 0/ 0/ 0/ 0/ /C/160/ 2.41 1.8/ 0/ 0/ 0/ 0/ 0/ 0/ -------------------------------/--------------------/--------------------/ Floors Q122A130.61 0. 0/ 1241 36171 0/ 041 36171 0/ Iblovi ;.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ lr Ir /c/ / 0.0/ 0. 0/ 0/ 0/ 0/ 0/ 0/ 0/ -------------------------------/--------------------/--------------------/ 1721 infiltration a 178.31 4. 11 7721 742491 3166'1 o .721 3166'i /-------------------------------1-------------------- -------------------- 1731Subtvt Stab 1ossn6v& . 1771721 **** / 4592,311 term As** 457311 sees 1W Oact Stab loss lo!"i '4'72" l *11'-tt *t'it-t 1151 1tal Stab loss 0 1014 $*" 1 541541 owes 54154/ test /-------------------------------1-------------------- /`)tJ lot. Gains: People & 3001 61 me** 1 18001 61 ssss 1 ISOO/ AM. & 72001 41 1 4SO01 41 ssts 1 48001 /7?1 Sabtvt RSN GMQ48- 1721161 ss** / ssss 1 323711 ssst I "1" 1 193711 /16/ Ouct Stab Gain 011'i -to I"1" 1?371 tat/ As" jr 32371 'k 1 35,6 06/ sss* 1 is** 156991 1791 Total RSH Gain z 77178 "st / , 1201 UN Air Required *sst 1 1,041 U041 owes 1 U041 17041 1,? N gas- 01 L "pil 40 V " 'jo watto I lot, R_ ?Vol a U "Val ,. ue ga I r. - 1r P r ! is spa U p 14, to y tO. 10 2 17. 99 A ijc:4. IeO ICIN. ptj Qj . 11M N Ion P' eil QU 19s. I UI40 OW L Lp 5avi X"6' � t Of)I :.,m i s ToLd Re v I k: 040 yet, wig JIM '%Y :::Anc iIii?; , ..........." hut My that this ,ide the e hejob, I coopow", ode'' CIA zoparzoeot of Community Affairs 5 i 3 Cobf.." FO, HUIIDDW,'«• ' FORN 6VOA-93 fft�lhod' A HOR TH PROJ6VTsVAtiE.- Plan 2635 Q. fl'. Afil A, Aodrt'w,,,' AMf AVOR,�`33,-.- /t�ER.'�a I-�"I tva lCf.'.MA TF IME: 14_1 2k_l 3k_l OPAEK hwm Construction or addition 7. New Construction 2, Single family or multifamily attached 2. Single-Family 3. if Nal tifamily-No. of Ma at= 4. if HaltifamilY, is this d worst case (yeslOO) 4- 5. floor area rt. ) 5. M35.0 6. Wedominant eave overhang (ft.) 6. 3.00 1% ;`•OF overhang length (ft. ) 11.0(11 S. Glass area and lype.. Single We Kable Que d. Clear alass L}» Tini, 81'. 0. (s q ft 9 Floor lype dad, la".' a. Slab 00 yrd -(A.I (RVdItle, W.Net, ivdll L,y'e"'e area and insulation: d. Extyrior: 1. 64"Crete JI.Celling lype area and iasuldtiou: a. Mor attic (Insulation R­Vdlae) 72.Air distribution systems d. Oucts (10suldlioa I jocatioo) W. Ro 6. 00 r u"coad 13.1.00liag system, 13. F".ype.- A./6.' W.Heating 14. 1 3vpe.,- Hel, HSPF'. 50, '5.Hvi' *altn-v system. iT Qpe: Electric EV 6490 76.hit kit., Ci-edit.: (H/,,*�-­Hr,.'-dI Recofl'tvy' 16. low"Ma7cated heat Pump) 171 infiltration practice: 7, 2 or 3' 7T 2 78.HVAC Cred'Its QVCeiling Fin, C&Cross Vent. 18. CIT Hle err. -Wbole house fin, RG-Attic radiant I.arrier, WHIaltizone) 19MPI (mast not exceed 100 points) 10 99.61 a, Total As-Built point,,, 79a. 41435. 34 L+. Old! Base polals 1 4,111.16,03. 54 ------------------------------------------------------------------------------ -------------------------------------------------------------------------------- Tel _a- 1 /'It'rbjv ec.t*-�rt tifj That`' the plans dad / Review of The plans dad speci r w0,005 specifications covered by this calcu- / covered by ibis cdIc-aldlioil lation are ia c000liahce with the / coNpliaace Kt-h the Florida Energy Florida Cod'e. Before co"struciloa is coppleteu, this br:ifldfnq will be ln,,q,Fectew' for Compliance in Will? 3ec-tioo heinby certify that this bailding is in compliance with the Florida Energy lode.. HUTIDIRV OFFIVIAI DA TE*.-___-..__I...'_'........ 114 TO........... ,�:::.,.. ...;•., ?;"iii ...-^ . ..t '�-'"• ~y,• _¢�f �t r.w .....-. ',�� lei; #:'e,l#7!'"v, ._ w....w."' ::io��ii N...,...w ��,: { .i.tf ltTr` ~....- t�&}e•°i it oil 1 i1"fil JF tx ltt�;t. {.g., fi'�aryr::i w- -' 0 Ilei t"t;iL:lt S. ....,......• ��'t� t Fri t.! blt .r•" .w--'" t. f)i' r ty�tX k l ¢Vf)Ll{,t wgd�C is't--{� f " gas 11✓J— fat t' t� Y Git �'" ed. W t:. ,"......'-- �,,• ��E t"t r w.' .. ,,>'K'�I t o Jolt L s.:_• -• '" t G to ~ tilF �t tartlz)tF��rt.0}iYi" ! ,ifti.. pi;�t�x��l y Solo - as t�e ,6 Led of ~ ... +• got' eft" iti^` t IGM r� is _,. •-, .•�- i1tF#•'d:li "~,.,w � �,� :)iF .. ... 6,L'6' � �ttt;'t2 d��t�t L1#"tt yT� Sf { r.. 06. F d9tiF� r u t£:tt Q101 rZ i {i.t.! e G, { t�Fl �' A. _ e, tt ,% 606' �5 aft ~." fritFes:tu s{tri ,,,....... .. if()fTt f L w.,F.� •„...^^ +~ +v' ti.t .,,,, •,-".- . °��� F tat) �, f ��::ii�:t''• ",. .�>Ki:t%'F�� #�, .....'•`.. tl t�ut�. w a; �lkftf"r i.k t •... ..+.. igiJf%�° {i #'"FiG• + {.i. G+y;�. 'y» FNr �_....... t C.t ,€t ri t.. a` r.. z tttC. r � 1 �' yy S '.7.86; • ',' ,..,..~......, Put" , it t2iS,t s G#"i• of .. 6 .,? 9 wr....... z,) Iwo `N` t� } .f it 4 11t. til()a tl ,i : is Ito51 FFti) t r'rpsi iI1W .Ea� {e tit .. ""~ (.;'t 11:1 Y } L GZ �.......-, 61" ` " ~t j s;� ii, r,. r`d:;IF a �i't2i�t," ' Y i.. .0#.z I at"A) it t) t. f"tfF {! Ott(: ti 6 , Y 1Letr it t"on rir. t' !'t t.littt� ftieTr.4 106 le ii if , 1ivl: s. tily VS ;c rd tai setf f#) x 1,a G 004. 1 celylays al"Imum X-lx. summu" Wdila - rfams n- Fl w 602, 1 C6S R-3 both tiaes. COMMOO CWHOY & Mors R-77., S vrrtfrti CA 1 CV!A TION-15, h'ASE AS-SM 7 GIASS---------------- OWN ARCA x 834W - AWINTS TTW SC ORIEN At?EA -Yf k 30F* -------------------------------------------------------------------------------- N 273.00 65.8 14075.4 M Cl R N 3W.0 38. 3 . 78 10?8.(11 t-,' IV ?5.0 38. 3 . 75 2765.4 zwl CI N 30 to 38. 3 . 90 1242. 5 R Al 66.0 36. 3 . 94 23?6W E 350.00 65.8 23030.0 f l,W1 CiR E 144-61, '38 4 361.5.0 OSI W R E 46.0 79. P .44 1f 19. lwl el R E 160. 0 ?9. ? .47 37P5. 5 3 20.00 65.8 1316.0 Jr 001 Cl R 3 20.0 66. 2 . 91 7204.6 Al 789.00 65.8 12436.2 M! 01 R N 90.0 79. 7 .67 4822.5 awl s•;d.R At 30.0 79. 1 M 276?18 Y ..,� ;�, lwl {.LIT Al 9. 0 .8Q 6.M. to osl ct,r,�, W 60.0 ?9. . 95 4542. -9 -------------------------------------------------------------------------------- 15 x CONO. R OOW / 11J G1 ASS a AM. k 01 ASS A ASS / AMEA AMEA FAC70R POWS PUR73 SWINK --------------------------------------------------------------------------------- . 15 2,835.00 7?2.00 .551 50, 797.60 2P; 5181.45 1r 31, 516. 54 AUN GIASS------------ AREA -� 6SPH m: / /­'K/-`E' e?-�-A'l AR'bA x 5'PH -------------------------------------------------------------------------------- MIS---------------- Elt 2364. 0 . 9 212T6 J Elt hDraWtBlock in 5. 4 2364.0 . 94 1222.2 ---------------- VA 945. 0 .6 56T 0 Whr A US; 30.0 945. 0 .60 567.el ROURS--------------- Sib 724. 0 3.;:",,0 .5 86. 0 31ab-oa-arec,e 124. 0 -41.20 -5?08.8 INFIl TION- 11635. 6. 0 22680. 0 Pinctlee W2 2835.0 r.7.00 22680 T07AI SMER WINQ Jr 48, 76B.05 J 51,8 76. 90, 70 7A I x 3 1W 7EM z COM?'N J' IV 7A I A CAP VUC7 3YSTe,'.-'H x SVH p7w All T POINT5 40BPVN P4 110 MY T MY T AD7 I WiNT-51 .:¢S, 'd,Fl.fa.5 Jr IS,044. IS 1 51,SW6. 90 1.00 1. OM .274 al", 7z,42s. x;;. �,�,,�.�.•��t':71'`�?"' ,,.,...,,., r',f'��.i..$f 1 H, 1.i.�t�tt"��,,.. �.�?'.:.,..'�. ............. r 'f yY�.'• AM"i. w...w POINTS OASEW r"f 1 r ARM 349,6M M- _.. �.,.+,� 1 33 3 Ot.Nt•.? ~r�i xt7.t •�:4 Ffl �� 5 syph, 1 fit.. ��I y jp t�. 7. 3 5250 1,09 1315, 1 t's;;r y r 66 10,6 wrf( .C ft/ ,B{ t rti 7,.,` . tr .�7.s got r ? ., ) lot e t t .. .. . s i r i, ,• 30.0 6g ,ti. 19.00 WS t br.ita.•3: 1.A` , POINTS w.... ,, s.. aIAS 3.4t c , CUrVt!. r r. AREA r _.....__._.., y�sa Fc,r_ S 7 ARE r„4 .w y rty , _._....... . a1�.. INt w_........._ w.w Y{tt� ,.. � M a «. c�3J t r t 5• « t r f 134.0 f,20 r ...._ .., A . ", .t c. 1' 7N435......, r'. t t.3' 0 tcs.l.,:t'. t,+ ;! f .0 ld r A ' �, e 20919 51d • .. 1 ;03. 7 tJJ b, . t. f � . y � f i „ . , v. ..,r` irr>1Atr.ijfY` ,?8 35 M µ w HEAT ........w ,.« " :. : �... E, • CRE J Poll - L .JGjiSM1 > TGf4 NtrY CAP mu% _ . TJ 0 F1 1 � i tt 950 tT .. w r t Lr f 1 t N r. ........... rS :s 23, gag 75w to a.. WA fEA" HEAT NNO RASE StAl OF HUI 7* 70 i'4 1. /AtYK f-VIO'HE EF TANK tVtll T' CORN Is fr 16'14 ;"i 0 rkltlfi. 7 9 3 3803,0 4("19.00 .5 0, 9 0 000 3,7.�*`9. 10' ...........* ........... -.,*-"'...............- tYKt tt')OI, t t-t t'tY.'I'-tt t SWWA RY tr t Yll"t t$I)PI,t)KY,t't1til 71 tlIt.f-*'t$1.1t;9'tlltlil t1l"t t-It"t-t-A•tYly"A,t"fl,tltlt t 11 f"t t Itlit-t-1111.)tIl-41 It t'-tl tYl-:01. '.Y, ............ "A Sb 4") ........... .............- 7 W4 Tk:'R b9 74 L. jv-07 AIA 7ER T 0'TA I HE A T! PO IAfe-3 Pol.,,VS POINI'S POINT,511 11"'ObvT3 TS ..........--.- ..........-- /80.44.2 ^M 1 3 150. 4 i 14 0 e 6r 42, 603..54 12 411 6 0 188 0.4 117 59. 4 24 3 6, , 5.34 ........... ................ ........................................................... ........... ....... rin� w�y iri'aV listed, ask yoor t711lldt?t' ?'0/' 911"..0" 0"'"'A 4 -tit .6004—93" ol F*f--Ii o 6008--,�%j 0 U, 2e, .30 40 50 6,61 ;:Y'e St."' 90 .......... ........................ i­h e lo wd b.1 e EP"I O*e �/e 1, J.,he t#t)t`e J, It~` hooe HOblk 'Ve4 1.UE to,* Efrficieiwy High Elirlcieoc;i' 11,10111 TINT " . . . . . . .. . . . . . . . . . .. . . . .. ler Cf"aIlioy 30.0' A fe'd Itie. . . . . . .. . . .5.4 ........... Cr ("'o AIR fi'.. 12, 3 NEA�`l HO "5Y3 k"H 6.,6 HSPF .......... WA TEA` HEIIII 71R. . .. . . . . 0. 54 (111. 961 4'ds (n, ......... 3o It.,e�+t . . . .. . . . OTH fil I' cert ily tbat eflel'gV for k..."flergy Co(h-, /mvt.�.� bee,,,,i I.,-istdIled i/t /Ids bot/6'fi-". t,`1, ,Ur t'.1 t 3fgl?e,,tat e 9 U " Florida t*7.`Iterqy C'oue' 11111' 84'ildiilg 1 Flori dd Of.-�pdt bileo t`. of, 'Cotmwali.J. ty.. ...'. 'I �-f t rd I EP-'I CA A 9 3 Fin% Of the EPI rdliiig wmibt'r or fos;' dqjv ifk"ff llsttV, as A' y0ar gal—ot'll ut /�'-orm .6'00,4- or Fort# 600,6-.93 0 10 26, 40 50 66, ::`0 30 90 ?"he fnaxitnuliF allowattle'.'t, EPI Is 106", The lowelc the the loore efl'iciCyril, the hf"ma', "In, � &YEt'� AAA.",Y W 'I , F AAPIC VAI Zosv ci A", /131A'All TINT Oct w')I e ......... oil A/"I OW. x Ni ............ Va 5 4 Rl-i 41 Floor ae. 6" 41A., TIOM"'W'. . '. . .. . . .. .. . . . !2., 3 6 .5 I21.Ol El 0. 54 0. 90 Sol,a i k-F.. .. . . . .. . . .. .. . . . . .. . . . . . . . I certyt'y that lhese% eoergy vavirlg fp.?dbli'es ro/ the Floridd Eewrgy Code have beeo in Ilds bou't.i.e. Floi r()j 195V F 0 �,d j,,.,,epd� t-tpe(�t o f Cogu?.�uo i ty A O'di,f's FY,