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Permit 420 Main St (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING / UNDER SLAB PLUMBING -30 - SLAB -7 - 9- 97 FRAMING COVER-UP R . (9- 9 7 INSULATIONf l 7 FINAL BUILDING ✓ - I - �7 - CERTIFICATE OF OCCUPANCY_ / - 1/ 7 ELECTRICAL PERMIT Iy INSPECT=ONS ROUGH FINAL 9 -7 MECHANICAL PERMIT PLUMBING PERMIT NOTES : CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All acolicatioomust be received by 5 P.M. on the MONDAY prior to th!lk ggboduied miklai a in order to be placed on the agenda for consideration. INCOMPLETE &EE!LIC TIONS WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TE HONE t X, 0 3 2. Lor 4-, Bl-oc,K M4 , SEGT►onl " H" 1�rTLA TLC BEAGN ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NOt4 E NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: ` 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: -"' cl 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: F' NUMBER SPECIES DIAMETER (DSH) •n. I nnn • nl1 nn . 4•T e%e, 4 I'17 1.4LI P'/1UnC `9 I H 7nWW f f Tl S. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c)Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a 'X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets"[r 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY_ =SURVEYORS RIBBON. 10, ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY a"&SURVEYORS RIBBON. II. 1NC0 FLUE APPLICATIONS WILL NQI DF PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: r--OCANTS''SIG'NATURE DATE S( za(ftk I ERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE A A rn• r nn• nAl nn . r n r n7 I riu rnor 1 +77• nhl no 1 WnC 1 1 N InWU J I T') ITY QF ATE I I TIC a ACH f4 giRMAT *rmt 'f r �7 Add B0* M ` i i� + �l l I CSL �T ATC az?*C � '; A 3123 °' �z tr.. T •i @ I3 RAKE yBltack.]�4 Le+� c � & U $1, ':' � + c .: car . 0 Subd. �� k Dwe 1 + Faubdiv iion:SECTION R East`: Vatllue: 0. 0 X4.3:€ 0 Amaunt t F kZA A I A I _ _ k :� ,; � , L 1 ION FEES-., Nt + T CSN „ n IT 43.00 NIA - �� /+��ry ► , OR T DA 322 n y , �,p�^p 1� iiii 4 4 ��g,.P, Cc 4 EXT I QRAAN' .PLOR^I DA 3 2 0 7 3 . 'm0 97 T 3 N ES: �F 3 r a, t NQTi+ -ALIw GE�M�ft Ti: RmRMB'ANt�FOOTINGIS MUST Bt INoE.oag.Pousm'i. . PERMIT Vfl1Q SIX MONTHSAFTER GATE dF Is.§6E ` I,40ING MATE tAL,'RUBBfiSH ANt?.DEBRIS;FR©M THIS WORK-MUST'N`QT BE PLACED IN PUSLIC SPACE,AND MUST BE EARED,Up At. HAULF.O;AWAY"BY PwItHER.�OACT04 OR �Nt E � r FAILUR 7� Ct lI� Y WITH THE �AECN NCS' LEEN t.�►1N CAN ASSULT IN N E .p C►; F " I` E PAVING T�IVI E 81.�ILOI1!� "r .tMOA E T .�� U1;D ACC INt3 TCJ APPR4Veb, PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT i©'REt/QCATICI F 3Ft TION CSP A► .0LICil B#� PF�(Bid SCE LAW. 40 q ANTI, G'fi , UI ' IN PRRTMENT _ ` CITY OF 4&64-a- Be L-6&ucla Office of Building Official R ES't`-FOR INSPECTION ✓/ t7ste _ Permit No. —� Time A.M.- Received RM. .lob Address i ocataty r �Owner's Plane '�� Contractor BUILDING CONCRETE ELECTRICAL �'Pt-i3D1lt3lN.Cz,,,.__. MECHANICAL Framma Footing Rough Wiring 7, Rough Air Cond. & Re Ro 'tag = Sfab Temp Pole Top Out Heating Insu;at on Lintel Final Sewer Fire Place READY FOR INSPECTION Pre Feb l A.M. i;fon Tues Wed, Thurs. Friday _PM. A.M. PM. Final Inspection Certificate of Occupancy Elate —_�� f.. CITY OF I zaf,1- Office of Building Official REQUEST FOR INSPECTION /4/ Date-_ --- __--- , ermit No. Time A.M. Received _ P.M, c�` Job Ad&ess�� 9`7�j� L I y Owners Of Contractor - — BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring r Rough Air Cond. & Re Roofing - Slab Temp Pole Top Out Heating Insulation Lintel Final i Sewer F7 Fire Place -. Pre Fab READY FOR INSPECTION A.M.~ Mon. Tues. Wed. Thurs. Friday 7 A.M. Inspection Made P.M. n Spector _ _ Final Inspection Certificate of Occupancy [; Date - - - --- - BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, i-LORIDA 32233 APPLICATION FOR MECHANICAL PERNf1T CALL-IN NUMBER IMPORTANT — Applicant to complste all items in sections I, II, III, and IV. LOCATION Street Address:_ OF Intersecting Streets: Between And BUILDING -� �j Sub-division h /G II. 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 MechanicalMcGowan' s Heating & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 None of M-48 Property Owner Signature of Owner Signature of or Authorised Agent IL� Architect or Engineer III. GENERAL INFORMATION A' Type of Mating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON O Electric THIS BUILDING OR SITE? O Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION O OR PERMIT O Other — Specify IV. MiItCHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK " (Provide complete list of components on back of this form) ❑ Residential or ❑ • Commercial ❑• Heat ❑ Space ❑ Recessed O Centra) O floor ❑ New Building O Air,Condltaning: ❑ Room ❑ Central ❑ Existing Building O Duct System: Material Thickn••• ❑ Replacement of existing system Maximum capacity c•f.m. ❑ New Installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity4•p in. C1Other -- Specify O Fine sprinklers: Number of heads Q Elwator Q ManliR Q Escalator (number) THIS SPACE FOR OFFICE USE ONLY O :64011ee pumps (number) Q, Task, (number) . • Remarks O LPG containers (number) O Usfmd pmaure vessel O Beliefs Permit Approved by Do+. O Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unita Description Model Number Manufacturer )CapacitY w� MATRdG - FURNACES, BOILERS, FIREPLACES Number Vdb DeecslptioaModel Number Ma�lut TANKS Bow Many Now-AW Capacity Type Liquid Name at Serial Approving and Dkinendooe Contained lttanutaoturss No. r 711 1' 1l2 1 CITY OF Office: of Building Official REQUEST FOR INSPECTION Date___ _ Permit No. Tiine A,M, Recei�-ed ��. Job Address +oc rt Owoer's Name ——— �r�� __ Contractor UfLDINC CONGRETE `LEC7RICA Ir MECHANICA Framina Footing Raugh`14....gR Rough Air Cond. & Re Roofing Slab _ Temp Pole Top Out Heating Insulator Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M ivtan Tue Wed, Thurs. Friday A.M. Final Inspection Ccr.'ficate of Occupancy L..3tc TRANSMITTAL DOCUMENT FOR JEA DATE: -/ The following permits have passed "rough" inspection: Permit No. Address Rn-:A—e.& ex o=xX2b:kus*:cxmxcd7,i }xex4)emxmLtu. Please update your records accordingly. Tha- k/yu,BUI DLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT r711TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19q1 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. EC-0001713 Munson and Bryan Electric Co. ELECTRICAL FIRM: M ERE CT AN SIGNATURE NAME �uNon�es t�J r� ADD ESS; (m o-q-n S� RFD-BOX- BLDG. FDBOXBLDG.SIZE ( ��" BETWEEN: C -g. �' n_z RES.'S- APT. ( ) COMM. ( ) PUBLIC ( 1 INDUS. ( 1 NEW>.R OLD 1 1 REW. 1 ) ADDITION ( ) TRAILER 1 1 TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW 1� INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUMJ74 SWITCH OR BREAKER /5Sd M PH 3 W t�/Z�T Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31-100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVLR APPLIANCES i I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 'r�rh 35 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. IND. KVA I. I NO. IKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN -- FORWARDED S TOTAL FEES 0 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date 6 Heated Sauare Footage Del @ $ � �® per sq tt = $ ) Garage/Shed _@ $ 9 �Q per sq it = S S S L( Carport/Porch =_+ (a S—j per sqt Deck (a a per sq tr = S Patio � � L(,Coper sq TOTAL VALUATION : 5 L1 0 C 00 Tot Vaiu- ion 1st Remaining Value c per thousand portion thereof- TOTAL BUILDING FEE S 1 �;-0 :®G + _,' � Filing Fee a '� (( ) Firepiaces @ $15 . 00S O BUILDING PERMIT FEE S 3 X U o c WATER. IMPACT FEE $— S 0 , O C SEWER IMPACT FEF: S� _ _ �<-- WATER METER/TAP 00 _ CAPITAL IMPROVEMENT SEWER TAP 15 (/cx�y) RADON (HRS ) . 005u sl SECTION H PAVING ( ,56` ;? $ HYDRAULIC SHARES S © " CROSS CONNECTION S (�0� i SURCHARGE . 0050 S ,��__ 0TH R S GRAND TOTAL DUE S 2 Z a` ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimminaPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PSA 140 L3 PARTA1rENT OF 6giW, Q r. CITY OF ATLANTIC B> ACH. b I I k T I rN LOCATION INFORM C�� t M, I> Address: 420 ,NAIN, Tz " . � m ' ypr.BC ISL I3 ATLANTIC BRACH,. FLORIDA 32233 6f opt LEGAL DRSCRI."PTION tJ�4Str. Ty,Oe:WOOD, FRAME , 8100 :12�: L©t. � Twp. 13 op.ose Us S IRGLE FAMILY Section. q Subd s w+ l 0 Suomi i si,on:l BCTiON R r Est . V 114,4e CI 60 i Ilnpr©V. Coo, IBB *Qtl Total ' Ise 3 x225 w Amount 2 25 a z W k . ROME P R PLANS H 5 y APPLICATION FEES N e, A' ION_ P IT A dry S -} HIGHWAY WATER I� PSB flRI ?A 322 a P ,o 4 ? r 0 u RAIC3i tiSR. , 2 D - C A R ST 100 -�, . _. RAT t N CAB, 5%, 0. 2 7 , M C4API7CAL�1y1 IMPROVE. 1 8> 32/5' q0 0 7iT. 4J..s V V i f CROSS CONNR ' 10 3500 9, ) SEC 9 IMPACT', +P}�C �F�R rev'°'�r•'.ry�t750.P .. . Fi.' i e - / r33ir it 3'� S #�+�i"�4` .RR+ - CCNST 'SIJRC Cid - " .92 Nlesi f f n{ I fl y t�OTtC ALL c©NC eTIe= I`OAMS'ANt1 FOOTINGS MUST BE 110PECT90 BEFORE POUR040 - ! PERMIfi Vt 'ID SIX MONTHS AFTER DATE OF ISSUE t 0IILDING-MATE IAL,RUBBISH AND DEBRIS PROM THIS WORK MUST NOT BE PLACEID,IN PUBLIC SPACE,AND MUST BE f EARED UP AN HIAULED AWA' 6Y: EI1 HER CONTRACTOR OR OWNER • FAILURE : COWL YVITH THE'MECHAN#CS' Lie,," LAW GA 1 ES!#L"T SHE RRt iTY + 'VI� t�I PAYING TWICE F0� BUILDI 1 ' tVNTE." I! UED ACCORD NQ TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REYOCATI6N't I$ T, N OF A PI.tCABLE P0&lStONS OF LAW. operator: i1kIIIt't . . Tobi hywent .. Al*ANTIC EACkt UILDIN ' DE PiTMENT a, ii j ' DEPARTMENT OF BUl�CI1Nl3r' CITY OF ATLANTIC BEACH s i IINFORMATION,,,. __ -----w LOCAT I OR .,I RFORKAT I ON P+mtt Numb zr. 1 186 Address: 420 MAIN'. STREET', ervAt Type:PL�INO ATLANTIC BEAca3 F IDA 32233 of woik:NE �_� .. ._.;w LZO L DVSCRIYP'.�C� .: cent r . y# ;WtC3 A11 B l c� : 12 4 Lrt:. Twa ro:p€�s�ed 4e;SINOLL FAMILY Section: OJ Sub�d Rnq: Ii.' Dwell i;xob: 0 Subdivitiar�.'SECTION It f Est . , V a t� ie, �mcv r Cash ` tl.t�C i 6 1CN _ _h � ��,�. APPLIOA 'ION FEES Nsz A OR PERMIT 53. 50 L O I LTA :3i , C A ' R. CIATION 1 ,m+ II �R PLU13IAIG ".JACKS FL&#' 32210 N ES: , t � � x i a I i NOTICt-�-ALLCONC #FORMBAN©POOTINGS MOST BE.IN$PEC�'0f 9),9ffOftE,F`OUi3 Ki k PERMIT VOID SIX MONTHS AFTER BATE OF ISSUE , r IL�ING MATERIAL,RUBBISH AND DES-RIS FROM THIS WORK MUSTNOT$E PLA+t�SC?1N.PUI3LtC�upAGE;AND MUST BE . .EARED UPr AAIB HAULED AWAY l Et !'ER CONTRACTOR OR OWNER k p PAILUR "TC) OMPLY WITH THE MECHI�►N#CS' LIEN Ll��lll � �l�.T 1 ' 'a PROP RTY'q ER PAYING TWICE � !R BUILDING IMPR��MENTS," U> d,AOCO,R r1N, TO APPROVIti) PLANS WHICH ARE PARfi OF THIS PERiu11f AND. SUBJECT-TO,R>VOCATION FOR 11TtG1N OF PLICASLE i?RQY)SI{)I+ SF LAW, 3. w, CK -, '.AF,.ANT SACH' UILDING DEP TIENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: y ao OWNER OF PROPERTY: Vlt BUILDING CONTRACTOR: �- PLUMBING CONTRACTOR DON HARRIS R UMBING Cn AND ADDRESS: P. 0. BOX 14668 � c Cl 2;;;;, � � TELEPHONE NUMBER: (904) 772-0900 C F C - 0 1919 4 STATE LICENSE N0: TYPE OF BUILDING: ``/)//� TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED CSINKS SHOWERS LAVATORY WATER HEATERS C2 BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS _�_fiASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT:_, z $3.50 + $15.00 = $ 3 a d -------------------------------------------------- ------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5825 �p CITY OF 14 , AeaClt- Officc of Building Official REQUEST FOR INSPECTION Date L _ Permit No. V Time A.M Received � Job A L�Iality Owner's Name _ _ _ Contractor BUILDING COiJCRETE ELECTRICAL PLUMBING MECHANICAL Framing Rough'Niring Rough — Air Cond. & Re Roofing Slab Temp Pole Top Out - Heating Insu1at on Lintel _ Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. %Ion. Tues- ed. Thurs. Friday r A.M. S;�rGr; MaCEP.M. Final Inspection _ Certificate of Occupancy C Date ')ITY OF goo R E r.. r- t 1*(4 .e e4d - M AY q n 1977 NO SEMINOLE ROAD City of Atlantic BeachATLANTICBEACH,FIARMA=31--%45 PROPERTY DESCRIPTION Building and Zoning TELEPHONE(904)2A"--"W FAX(904)247-SM TM� Lot #4, Block #L-d, Section # 1q Subdivision : Street Name or Address : "*V V WOA,� � I� DESCRIPTION OF WORK If in a FLOOD HAZARD Flood Zone :,Larea complete page 3 . B�ief �pescription Class of ark: ( ew/ Remodel/Addition. ZONING INFORMATION Type of Construction: Zoning Proposed r District : P0 Use : rCl�r�� Estimated Value $ PUA T . Exceptions or Variances Materials : SPr I"t.,._�.� L Granted Solid or Fille Ground: Roof : h`►v� �-e S Method of Heating: OWNER INFORMATION Property Owner : � Phone: `l 3 �- -?3 e�+ - S_ Mailing Address tC --AV — L Zip : ...,3 Lo CONTRACTOR IN{F�ORMATION/ Contractor : t'�� C �`-1p9� -��Jtw-Vl� hone; 3 Mailing 1 � Address : �'uX�l. Zip: 6 Sr1 �'� I Date:— T 31-°l License Number : - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNCw THE SAME TO BE TRUE AND CORRECT . ALL PROVISIONS OF THE LAMS AND ORDINANCE" GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH , WHETHER SPECIFIED HEFEI'; OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TD VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES . REGULATIONS , ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING Cc CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . i UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PRO IDED AS REQUIRED. Owner Signature Dat Contractor Signature Date ? -- Hoak 662a fag V062 TAX 1'01,10 NO. 170914-OON NOTICE OF COMMENCEMENT Rate of Florida County of Duval THE UNDMIGNED hereby,gives notke that improvement will be made to certalu real property,and in accordance with Chapter 713,Florida Statutes, ,the following infurmatlon is provided in this Notice of Commencement: L The addrea and lfgal description of the real property to be improved: LOT 4, BLOCK 124, SECTION'IN' ATLA'NT'IC BEACH,according to the plat thereof as recorded in Plat Book 18, page 34, of the publk records of Duval County,Florida. I. A general description of the improvement to be mmmenced; A SINGLE F'AWLY DWELLING 3. Owner information: PULTE HOME CORPOftATION 8081 PMLIPS HIGHWAY SUM 14 Ilk t $628 JACKSONVILLE, FLORIDA 32256 Po2062 2062 DocK X7'113651 4. Contractor: Filed 8 Recordad Pulte Home Corporation 05/4 f 52 P.M. 8t1$1 phillps Highway,Shite 14 HENRYWC , COOK Jacksonville, FL 32256 CLERK CIRCUIfT FLURT DUVREC. ti 6.00 S. Surety; NIA Amount of Bond: $-0- 6. Lender information: N/A 7. ;Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Seetioa713.13(1)(9)(7), Florlds Statutes: (dame and address) 8. 1 n addition to himself1hetself, Owner designates the below to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. 9. Expiration date.of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified)Expiration date: R "PTzorr(Owner) - t (Own - - - The foregoing imtrument was acknowledged before me on May 16, 1997,bj3ffi Employee &Att;y In Fact for PULTE HOME CORPORAI'It?1'1,A MICHIGAN CORPORATION, who is/arr personally known to me or who hae/hwve produced a as identification. i — -- - FCYT P1CLAT,NUT Y75E-,AL Y nun�..tC t'A1E OF 4 t QRiL1 �iOTAItY PUBLIC ICIG F 7MMl1S1C�h`iV0 [ 3`37 SN(RIENl; M, KULESKi fur c- 11111s5rca,,,, r`P-1c[ NOV. ^..19 My Cernmisslon Expires: Record & Return TcrYf\ PWAIMDRV.- SEMJAMM.KUI.Ir.SIQ Pac Title Co poration Fffl 1'A;MHRICAN TITLE INWRANCE COMPANY 5M4 4 H a l r3 " ,•c-,o t 12 Ml 1?HtLUS HIGHWAY,SUM#IS New poz•tth� 4652 IACKSVNVIIJXi FLORIDA 922% 137172 FileNo. ., t , �{- ` CITY OF 74& d. a Office of Building Official REQUEST FOR INSPECTION Date------ �� -- Permit No. --- Time -r - M_ Received f P.PM. Job Address Loc, ty Owner's Name _ _ i. —Contractor BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Framing Footing Rough VVirina Rough Air Cond. & Re Fcofng Slab Temp Pole Top Out Heating Insu!arc-,, Lirtel Final _ Sewer Fire Place Pre Fab READY FOR INSPECTION ^"or. Tues wed. Thurs, Friday P.M. QA.Mi. S; rdiade ._.—_ _ _ R� —_.. �_�_P M. U�, Final Inspection Certificate of Occupancy Date �_ I1 ;1rt.morit. cif Co ininuni f.Y A f*f a i r s SN : 711f, FLORIDA i.,;NF;RCY 1;1 FICFENCY 0013E ICOR 13UI1,I)ING CONSTRIA"'TION FORM 6CJOA-93 "R'esident. ial Whole Rui 1ding Porformanco Method A N0RTI I PROJECT NAME : 1094J� ; 131JTLDIER : N 1 C AND APPRESS : I,0'r' q -(d L7 1.--� ; PFRMT'T.'T [N(, ; CL. MATF, S-(- 014'FJ C E? Bcd :-ZONE : 1 ; 2 3 ; OWNER : / . � ; PERMIT N0 ./4/p 9V 1 . New construction fr addition 1 New Construction 2 . Single fam.i ly detachc:sd or Multi fami. IY attached 2 . Single-Family 3 . If Multifamily-No . of uni.t:;; 3 , 0 4 . If Multifamily , is this a worst: case ( yes/nc 1 4 . 5 . Conditioned floor �.crea (srl . ft . ) 5 . 1094 . 00 6, Predominant: eave overhang (ft . ) 6 . 1 . 33 - - 7 . Porch overhang length ( ft: . ) 7 . 0 . 00 8 . Glass area and typo : Single Pane Doub:lc Fane a . Clear Glass 8a . 98 . Osc-T-Et 0 . 00sq-ft b . Tint , film or solar scre(:n 8b . O . 0sgft 0 - 00sc1.I:t: 9 . Floor type and insulation : a . Slab on grade (R-value , perimeter) 9a . R= 0 . 00 , 163 . 00 ft 10 .Net Wall type area and insulation : " a . Exterior : 2 . Wood frame (Trisulati.on R-value ) 10a-2 R= 11 . 00 , 923 . 00sgft- b . Adjacent : 2 . Wood frame (:Insulation R-value) 10b-2 R= 11 . 00 , 238 . 00sgft__ _ 11 .Cei.ling t y-pe area and i.nsulat: ton : a . Under attic ( In.sulation. R-value.) lla . R= 19 . 00 62 . 00sclft__ _ a . Under attic (Insul at i.on R-value ) 1 1 a . R=30 . 00 1 1 0 2 . 00sil f. t 12 .Air distribution systems a . flucts ( Insulation + Location) 12a . R= 6 . 00 uncon.d 13 .C(Jo 1 ing system 1 3 . Type : - : Central A/(: SEER : 10 . 00 14 .1feating System : 14 . Typ(-." : Heat Pump IfSF'F : 7 . 00 15 .Elot: water systerf) : 15 . Type : Electric - 1-,;F: 0 . 92 16 .Hot- Water Credits : (HP--float: Recovery , 16 . I)HP-Dedicated heat: 1?umF=) 17 . Inf.iltration practice : 1 , 2 or 3 17 . 2. 18 .1TYAC Cred.it:s (CF-Ceiling Fan , CV-Cross vent. , 18 . HF-Whole house fan , RB-At t.ic radiant barrier , MZ-Multizone) 19 .EPT (must: not exceed 100 points) 19 . 96 . 85 a . Total As-Built points 19a . 23182 . 52 b . Total Base points 19b . 23936 . 96 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby c:ert`i..fy that the plans and Review of the plans and spocifi.cations specifications covered by this calcu- covered by this calculation i.nd-icat(!s lation are in compliance with the ; compliance with the F1.orida Fn€-,rgy Florida Energy C de . Code . Before construction is completed ` this building will be, inspected for PREPARED 13Y: - --- _-`- -- ; compl iance, i.n accordance w i t.h Sect ion DATE:.------------ - =yG�- ---- - - 553 . 908 F . S . I hereby certify that this building..* is in compliance with the Florida Energy Code . OWNER/AGENT: ; OFFICIAL:_ -- _ __-- _--- -- BUILII -NG DATE: . -�=�=° ---- - -- DATE: 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. 2' BATHROOM GROUP CONSISTING OF SERVICE -SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) j'2, WATER J2-- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF 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 FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET 4DRINKING FOUNTAIN (1/2) ELOWOUT (2) LAVATORY. BARBER/BEAUTY _ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS / J 0 $20.00 EACH $ —3 JOB INFORMATION SUMMER CALCUIATIHN!�; AS- RUILT 13:151? - - --- - - -- - - ORT EN AREA x BSPM - POINTS 1 TYPE SG ORI NN AREA x SFM x SOF = POINTS -------------- - ----- - --- -- - -- - - ----- --- ---------------------------------------- N 15 . 00 . 65 . 8 987 . 0 AGL CLP N 15 . 0 40 . 7 . 90 548 . 9 E 29 . 00 65 . 8 1908 . 2 SCC CLR F 15 . 0 84 . 9 . 88 1119 , 1 S -1I, CTIR E 14 . 0 84 . 9 . 7q 887 . 8 S 20 . 0 73 . 2 . 84 1 223 . 0 S q4 . 00 65 . 8 1553 . 2 1 c7(' t, (;LIQ 1 `SCI, CLIR S 34 , 0 73 . 2 . 89 2223a ---- ----------- - ------- ------------- -------------------w---------7 -------- . 15 x COND . PLOOR I TOTAL CLASS - ADJ . x CLASS ADJ CLASS GLASS AREA AREA FACTOR POI NTS POTNTS POINTS ---------------------------- ---------------------------------------------1----- . jS 1 , 094 . 00 98 . 00 1 . 674 6 , 448 . 40 10 , 797 . 78 1 6 , 00Z . 19 NON OLASS-- ----------- AREA x HSPM - POINTS TYPE R-VALUE AREA x SPM POTNTS ------ ----------- --7--------------------------------------------- WALLS------------7-- -- Ext 923 . 0 . 9 830 . 7 Ext Wood Frame 11 . 0 923 . 0 1 . 70 1569 . 1 Adi 238 . 0 . 7 166 . 6 1 Adj Wood Frame 11 . 0 238 . 0 . 70 1166 , 0 DOORS-------_-.___ _ .____ _ Ext: ooks------ Ext 20 . 0 6 . 1 122 . 0 1 Ext InsulaWd 20 , 0 4 , 10 8? , 0 Adj 18 . 0 1 . 4 43 . 2 Adj Trsulated 18 , 0 1 . 60 28 . 8 UA 10.94 . 0 . 6 656 . 4 Undor Atlk- 10 . 0 1102 . 0 661 . 2 Undor At t V 0 1 1 FLOORS-------------- - Sib 1630 -37 . 0 -6031 . 0 Slab-on-Grade . 0 163 . 0 -41 . 20 -6715 .6 INFILTRATION-------- -- 1094 . 0 8 . 0 8752 . 0 1 Practice #2 1094 . 0 9 . 00 870 . 0 TOTAL SUMMER POINTS 10 , 614 . 49 15 , 337 . 68 DOTAL x SYSTEM = GOOLINC TOTAL x CAP x DUCT x SYSTEM x CREDIT = CORLUN(,' SUM PTS MULT POINTS COMPON RATTO MULT MULT MULT POINTS --- --------- -- -----z---------------------------------- - -------- 15 , 337 . 68 . 37 5 , 674 . 94 10 , 614 . 49 1 . 00 1 , 070 1 . 000 3 , 801 - 55 BASE A S -R U I I r OR I KN AREA BWPM = POINTS TYPE SC 000 AREA K WPM x WOF POINTs N 15 . 00 -10 . 6 - IS9 . 0 SCL CLR N 15 . 0 13 . 8 1 . 09 225 - 8) E 29 . 00 --- 10 . 6 -307 . 4 SGL CLR 15 . 0 -3 . H . 27 SGL G1R F, 1 4 . 0 --11 .-.1 . 8 . 50 26 . I S 54. 06 - - 10 . 6 -S72 . 4 S G3, C1.17 S 20 . 0 -24 . 0 . 90 -431 . 1 SGIL R 17) 34 . 0 -24 . 0 . 94 -767 . 0 ----- ------------------------------- ---- -- ---- ------------- -z........ 115 x CONn . FLOOR I TOTAL CLASS = AnJ . x GLASS AUJ GLASS QLASS AREA AREA FACTOR POINTS POINTS POINTS --------------- ---------- ---------- ---- - ---- ---------------- -----7- -------- , 15 1 , 094A0 98 , 00 1 .b74 - 1 038 . 00 - 1 , 739 . 46 -960 , 74 NON CLASS---------- --- AREA x BWPM n POINTS 1 TYPE h--VALUTA; AREA x WPM - POINH --------- ----------------------------- --------------------- - -- ----------------- WALLN--------"------- ExL 923 . 0 2 . 2 2030 . 6 Ext Wood Framp 11 , 0 923 . 0 3 . 70 3415 . 1 Adj218 . 0 3 . 6 856 . 8 Adj Wood Frame 11 . 0 238 . 0 3 . 60 856 DOORS---------- Ex 1. 20 . 0 12 . 3 246 . 0 ExL fn s u I a L e d 20 . 0 8 . 40 165 . 0 AW 18 . 0 11 . 5 207 . 0 Adj 1 s u I a!p d 18 . 0 8 , 00 14A . [? CEILTNGS------------_._.- UA -UA 1094 .0 1 . 2 1312 . 8 Under. Attic. 30 . 0 1102 . 0 1 . 20 1322 , /4 Under A f t i c 19 . 0 62 . 0 2 . 00 1 24 . (11 FLoo F ------- - SIN 163 . 0 8 . 9 1450 . 7 Slab-on-Grado . 0 163 . 0 18 . 80 3064 . 4 INFILTRATION----- 1094 . 0 7 . 4 8095 . 6 Practice #2 1094 . 0 7 . 40 faqvv TOTAL WINTER POINTS - 12 ,460 . 04 16 , 129 . 56 TOTAL x SYSTEM HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREUTT - hEATIV, WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------ -7-7------- - ------- --- - -- ------ - ------ --- ----------------------- --- - ---- 12 , 460 . 04 As 6 853 . 02 16 , 229 . 56 1 . 00 1 . 070 484 1 . 000 8 , 404 . 9t, BASP AS - nU [ LT N t)M MIJ I T TOTA I TANK V(AJJMl,: 1,f' TA N K, x MULT x (A?F]),I 'I )—A I BEURMS RAT 10 MU11T ----I- -------7 7----- ----------- - ------------------------------ - ------ --- 3 3803 . 0 11 , 409 . 00 30 . 92 1 . 000 3638 . 7 1 . 00 10 , 916 . 00 SUMMARY BASE AS-BUTIT COOLING HEATING HOT WATER TOTAL COOLINC HEATING HOT WATER TOTAI, .POINTS + POINTS + POINTS = POINTS POINTS POTNTS POINTS = POTNV,' ------ ------------- ---------- -- ------------ --------------------------- ------- - 5674 . 9 685V0 11409 . 0 23 , 930 , 96 3861 . 6 8405 . 0 10916 . 0 23 , 10 , 52 96 . 85 i t. r ti f,,, t, ho r a t i 1-1.41mbk. r or (ur trty .1'TEM IIs tl . S k i l d(� r F r FIT t <>t r . P, �a00A-. y'; or t 600B-9'3 0 1 0 '?C1 (1 4 0 ri 0 fi(1 7 0 `?O }!1 1 0 0 {'}rc max imi.im al lowal`:dE:• MIT is 100 . Thc• lower t.ho fiPl the, more. c Ificient t:ho hopic, RE;SI1lEN'TIAI, FNEKCiY 1?I;1ZFC)1�M_ANC;E. R!1'I`:LNC; S11F,E'I' T'T'EM HOME VALUE Low Efficiency I1igh STNCTh C,T,R 13111, TJ N'11 WTNIIOWS . . . . . . . . . . . . . . . . . . . . . . i.(1910 E;ls I N:SULf'>T 1.0N . . . . . . . . . . . . . . . . R-- 10 C;ai I i.ng K-Value . . . . . . . . . 30 . 0 - - R' 0 R- 7 R-0 R 1 9 1aoc•r K-Valc.tc . . . . . . . . . 0 . 0C....... _-._._.___-.----_.... _._.--...._.__._ AIR CON011'TONEP . . . . . . . . . . . . . S},L,Id 1 , 0 SRFI? . . . . . 10 . 0 X - HEA` 'I.M, SYST1?M . . . . . . . . . . . . . . {y C7 llFill 1 1 T 0 1 l r a c 1-171'E . . . . . . �-7 0 WATER HEATER . . . . . . . . . . . . . . . . 0 . 88 0 . 96 F?:IecLr c F;F . . . . . . . . . . . . . . (1 . 92 0 . 54 0 . 90 Gas I-,F . . . . . . . . . . . . . . 0 . 00 0 . 40 O 80 SolarEF . . . . . . . . . . . . . . ------- ---_ -------- OTHER FEATURES . . . . . . . . . . . . . . I cC,e is ify that. the:;o Ertc=,rgy say .i.ng _ c:' .tt.ure. required :for the 1'1c,r., ici Fner.gv Code have 'c�wen inst al ] e,d in this hrouse! . c_ Bai. 1der Addresa : c� ��-- �K C� S i.gnaturc 11J ac. h t Date . 11 '' /� ci Y p Flor i da Erie,rgy Codc, for Bu i l ding Construction - 1993 F1 or i da Department, of' Community Af fia i rs Ff,-ETIL CAR1193 NR l AL #- 710 • Rc•.��n;�nri.J( , ; c_t1r . 1 , - . r1it, WHO1,1, HO11 F, HEAT GAIN / BEAT LOSS CALCULATION USING FLA/RKS( c) DATA F FLKY ( BASED ON A . C . C; . A . MANUAL A Sl?VFNTH I?Cl1'1 LON ( c ) 1986 by A . C; .. E_; . A _ i Project name-, 1 094 Address LOT 5 HIDDEN VALLEY City/St:at0 Owner Ki lder. NO.R'I'll FLORIDA CLActS I C, HVAC; cont-:r . McGOWAN' S A/C Cond Fl r Arra : 1094 SF * GLASS/SF RATIO = 9% * Houses Faces : Rw't: * Climatic Conditions & Design Conditions * ------- ------------------------------- -------------------------------------- Geog.r<<t}hica.l Location 1 Florida ,Jczr:lcsorry t l ] e� North Latitude / Elevation 30 Deg . / 24 Ft . Above Sega Level outdoor Winter Dry Bulb 32 Deg . F Indoor Winter Dry Bulb 70 Deg . f- Winter (Actual ) Temp . Diff .. 38 Deg . }, Winter Tamp Diff . (wTd) 40 De}g . F Outdoor Summer Dry Bulb 94 Deng . F outdoor Summer. Wet Bulb 77 Deg . F Outdoor Summer Hum .. Rat:io Cr/Lb 1 1 4 Indoor Summer Re.la1t. .i.ve Hum . 50% Tndoo r Summer Design Gr/Lb. 49 Lndoor Summery .Dry Bulb 75 Deg , 17 ;Summer Daily Range 19 ung . F M Summer ( Actual ) Temp .Di. ff . 19 Deg . F Summer (User Seal ) 'I emp . D:i l`f . ( sTd) 20 Deg . P * HEA'T'IN SUMMARY 1234 VA'T' COOLING SUMMARY �iU13To.T'AL 21 220 . 04 ! STRUCTURE SENSIBLE 9825 . 46 MENU .VII;N']'-- 100 Cfm 2090 . 00 SENS . + MECH .VENT 11915 . 46 TEMP . SW-INC @ 3 DEC . 1 . 00 OCCUPANT/Al?P1.,TANCE 3000 . 00 DUCT LOSS 1061 ..00 ; DUCT GAIN 1491 . 55 TOTAL LOSS/BTUH 22281 . 04 ; TOTAL SENSIBLE 16407.. 01 TOTAL LATENT 6629456 SENST BLE + LATENT : 23036 . 57 20% OVERSIZE FACTOR 4456 . 21 120% SENS .OVRSfE FTR : 3281. 40 ACTUAL + 20% OVERSIZE : 14915 . 46 ; SRNS . + 20% OVERSIZE: 19688 . 41 HT.`G FTR - 43 . 2 CL,G FTR - 22 . 7 !CLCD UES GN CFM 723 . 41 RQU I PMENT S PLFC;T I ON Ii,gT MANUF CARRIER CU MOD # :.38YC;B024-3 AHU MOI) # FA4AN x'0300 H`I'G INP/f TUB. HHG OUTP/BTUII AI?UR/llSl1F 7 TYPE UP SFNSTBLE BTU11 LATENT BTUH 23800 TTL CLG BTUH 23800 TONAGE `L ( S )FFR 10 C1,G CFM 1 000 HHG CPM 1 000 ing for, New Residential [luildings- G 11,13 N,R11, m..1 1,1,14:R fiatcrrs C u ( C i.0 # : 044 St. rc(-,,t Adduess : LOT 5 Ci t'Y J,11-DDFN VAI,.I,I'!,Y Coun t.y No County Tr t)U t. C I i I'lat e Z o 1)e. NORTH End UsEy U, 1, Costs Si,t.e lValergy E'r,C-.I-gY SCcMO Site Costs ('lost S( ()r( $ MB t u $ coo I i ng: 23 . 73 3 . 9 87 92 85 heat ing : 23 . 73 8 . 5 81 201 85 Light I ng : 23 . 73 2 . 5 42 59 36 M i.sc : 23 . 73 5 . 4 6.3 127 60 Refrig:- 23 . 73 5 . 3 42 126 37 Mot Wa t er : 23 . 73 12 . 4 40 294 14 fJryer : . 2.3 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Pool : 23 . 73 '0 . 0 0 0 0 TOTALS 42 . 6 68 1 Ol 1 55 Esti-matted Annua] Sit(.., Friergy Use = 42 . 62 MM.us Estimated Annual Purchased Ener. gy Cost 1011 . 41 Total Energy Rat i.ng ( Energy Scor(i 68 12 Total Cost Rating ( Cost Score ) = 54 . 51 Rating Range. Low Use Low Cost High US(' High Cost MT3 t 11 $ MB t 4.1 $ Cooling : 1 . 3 28 21 . 0 467 1 . 8 39 37 . 6 502 Lighting: .0 . 7 17 3 . 7 83 misc : 1 . 2 28 12 . 4 277 Pefrig . : 1 . 4 30 8 . 2 181 flot Water : 1 . 1 11 20 . 0 339 Dryer : 2 . 1 20 3 . 4 76 Stove : 1 . 8 17 2 . 9 69 Pool : 0 . 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 iWNER/.AGE,NT DATE 4 - G4 7 W E 13 7 0 1 0 P _ 03 MAP SHO N,0 'PLOT PLAN OF LOT 4. BLOCK 4*1 ASSHOWN ON MAP OF A$ hE RmED 14 PLA7 8oac A. PI Vii... .�..�,Q Nt P.4�>�QC RECORDS -0004 COUNTY, F'LDRiDA. rl oR: riQ x I rn ssxc Lo"s .THE ABavEDHm u . RE%C"iP7 I v L:1,J -7.10) MAY 9 0 1997 MAIN STREET (50' R/W) City of Atlantic Beach Building and Zoning 01`2' � 59.00 _..., 70. 9' Cn LIJ U-1 rN m � .� qn Q 0 ,� ti �� Cp m ° z a' z 412 oatw I JQ Alt o �� e�`U Y s� 't 50.00, S01 22 -00 E LpT � L. OT 1. 0T 4 B L 0 C K 1 2 3 or mEzr A emo✓4t Re2Mi r Oppo cA rra,4.1 PIVIFV100514Y APPleOV495C) �+EREQN: A Mfr FLOOD PREPARED RY: ZONE �,,� A Q; oN �FI.E FLoaS'1 suR`�IO N RATE MAP, CQ101 HI"1Y P. L NO• I.ZGOT�.`�'Od01`'L" 'GATED �I ��. CXA�SON ANa ASSQCIA S, :INC. DATE: ' Y 1�'8 � PROFESSIONAL LAND SURVEYORS 1643 NALOO AVENUE §C;ALE: Z0JACKSONVILLE, FLORIDA, 32207 d (Exrttftrate of Orruvancu (situ of Atlantic N=4 — +Aloriba 43cpartinctit of Nuilbing Inspection This Certificate isg-iied pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Singlf Family Residence Bldg. Permit No.14089 Group w•frame Type Construction s_f_L_ Fire District Atlantic- Beach Pulte Home Corp. 081 Phillips Highway Owner of Building _ Address jaY.:ksOLIVil-4 - 'f3zG Building Address 420 Main SCreet Locality Atlantis RP2ch, FI" 32233 �^ By: BON Q. FORD q ilding fficial Date: < e I POST IN A CONSPICUOUS PLACE tiiZ�tsdld Off i f� REQUE pate _ -5V `- , Time AAN. Received P.M. O Job ddress Owner's Name UILDIN CONCRETE Framing _ Footing ❑ Re Rooting ❑ Slab Insulation ❑ Lintel C REA Mon. Tues. I Inspection Made Inspector - 4&4n is L Office of {� REQUEST f Date 9 -J/,—� Time A.M. Received (�P.M. V Job Address Owner's Nam p. BUILDING. CONCRETE ELE Footing ❑ Rouc Re Rooting ❑ Slab ❑ Temt Insulation Lintel G Final D1-IARE7Wed Mon. Tues. Inspection Made Inspector C�rrftftrat e of (Orruvancu (situ of atlantic Ncac4 — 31orida Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No.14089 Group w.frame Type Construction Sf-L— Fire District Atlantic Reach wa Owner of Building Pulte Home Corp. Address 8081 Phillips High, ro Building Address 420 Main Street Locality Atl anti r Reach, FT '12713 10 By: DON Q. FORD q wilding fficial Date: d Lj POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 9/30/97 Building Contractor: Pulte Home Corp Building Permit Number: 14089 Address : 420 Main Street Legal Description: Lot 4, Block 124, Section H 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 single family home Lowest Floor Elevation: 9,2 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 9/30/97 10/1/97 JD Planning 10/1/97y/ 1r7 Building 10/1/97 f��`� _ c! SEP 28 19? 10:38 CI.ARSON 215 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 124, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK % PAGE 34 OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORM FLORIDA CLA391C HOMES N MV w FOR RIGHT-OF-WAY UNE OF MAINiR PIER ADMTWN PLAT. ELEVA710N5 SHOWN US 0.a AND ftEf ER 7 N ODE nC CAL DATUM OF 1929. aRraAa o, r°o�,p roA.l purr FiRsr ,oA4eoei4AAf rirc& �,vsu,�aNr moo. pN r1rA.6 CORPDJCATION MAIN STREET (50' R f W S01'22'00"E 50.00' 170.0' ,Z_,.`• N � PVA 3 aIV& ! W© O Op Vi T2sg. C4 yOV) o �qq"pp o 30 ODz Z 18.5* 2� X4, AW B L O C K 1 2 4 R 50. fiCEIVED 0 S01'22' "E SEP 2 4 1997 L 0 T 3 L 0 T 4 L U T 3 City f Atlantic Beach B L O C K t 2 3 Buil in g and Zoning F/NMOL Srv�t t�f 9•�.3-97 .arofe��avry ,osc is+oNs Fpui✓DA io SuR✓—AY 1-30-97 Nor :i. .vD ALL /�t"ONf MY CMJWY 'MAT TRIS SURVEY,;UOMR MY MPONME 00='nON MCC 7ECHNICAL STANDARDS FOR LAND IN ACCORDANCE TNTH CHAPYM 01017-0, r fro.CONCRETE MONUMENT FLORIDA ADMIMIMATIVE COOS(PUR$VANT TO U ION 472.027, FLOMA STATUTES),AND FURTHER ♦ 1/2'; MD IRON CR7RTRFY-;NAT THERE ARE NO "KE ENCROACNMEN78 UPON THE SUOACT VROPFATY 0000?AS SHOWN. p 1/2"SET+ea+-LB 1704 FLOWnce�et 8.R.L_ w mpfto RESMeTroN 1JNE FLOW CElC11f CAM ne Lot sNova 4, CENTRAL AN" WREON IS a fww zow—,':r. AS SHOWN CI. "M AND ASSOCIATES. {NC. R RAMS ON THE k%MISURANCE RAK MAP,COMMUNITY 1443 W4W AVE., JACICSONVRI.E, FI.•, 32207 L ARC LENOTN PANQ N0.120075 Q004� DAT£b M-17.89. ��• pi DOWT P.G. OONR OF CURv47URE SURW-Ym �mdm P.T. PMT OP TANGENCY SFP t0 , 1$96. P.R.C. POINT OF RE1A'ASL CURVE SCALE: 1" >x 211'_ R/w RK•NT OF--ww FIELD BOOK SSB. PAGES RCGISTERW FLCRMA$URVC"R k MAPPER NO,N97 O.R.V. OMC14 RECORDS VO-WE 1 JOSE A Hlll JR. �x�w1Y661 eEsTO PACE(W F OCT 10 '87 14.46 a-ARSON 283 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 124s AS SHOWN ON MAP OF SEC11ON "H" ATLANTIC BEACH. AS RECOWO W PIAT 0009 M PACE 34 OF THE OJAR IT W%X RECORDS OF OUVAL COUNTY, FLORIDA. BEARNiG 810E N Ot'32' W PCR Ri01FT-AF-WAY UNE Cr MAN STREET PER ABOVE MENTIONfp PLAT. Wr& vAT9JIFS SNOWA 'MVS 0 8 ANO TO NA OE TtC DATUM OF 1929. CM'rirrt0 ros cts Lo, sd sf1A AwoA/ csvA Irs flul r& A4p*y,44 qe C*~.Q rAOAt t jg.V,r RMiRrtAN rfA* iWORANCOF CO. Ptr c r!rA,a cow-1400,0 J"6A1 MAIN STREET (50' R/W) S01 72'00"E 50.00' rro.o' NfA?. � a 10.3 .Its•� V! z, 0 � d IG.S• 2fi.t' y t24 AAc AtQ LO 9 L 0 C K 1 2 4 50.0 501'22' "E L 0 T 3 LOT 4 LOT 5 9 L 0 C K 1 23 RECEIVED F/�t/�IL $aARv� 1.23.97 i11�iA"Cc/�cwN .Ot4 n/ io is 47w nrT 1 0 1997 '� 71u,T 7mE SIIRVLY,PERFORMIip UFAIEJt MY RFSPOt�S91LE ttMlEC71ok WE6i8MEM STANDAROS iCli LANG 9tNSVEY0R8 1N ACCCR4ATiC1E RI1FI CHAP7dt A1617-! M FO,CONCRETE MONWENT `LOW THAT x A"ARE�H ""�`�aa�o I MIS a,WfV9$U �r'T"aR - r ,.AND FUNIMM • W f0 NDN- City of Atlantic Beach O +/2`SUMON-LO+70A fLAOp t Rli!'1C�11E:n+E LOT show` "LECTIM Lp* Building and Zoning Nz> w is w FLOW z%x—:t�.,._,As SHOOM %AI AM ASSOClA"I� INC. R RAOM ON%4 FLOW INVLOM E RATE MAF.COrwNMY tti43 NALGO ALE.. dACICSQNVkLE,R.37207 L ARC Lv#m t•A►R1,.tW.11000$-.0w o NAM a..f7-b9. � fA, CnOfIO , P.G PO°,t OR CuRVA'NRE ".- �F OX 00µY OF TAM0004 nr.,r 12- PA p� y PFai8tt3Rgp FtAIMDA SAVI OR 4,MAPPER N0.44°7 ''+ w+•.-• i�.1 _.pp4. �.. .,... .v.. O.R V. OFTICML ROt:OM$VOUAW i FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: 6N 2 < Flood Zone: Required Lowest Floor Elevation: 01. If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed development. Date �'� QI 7 Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation ' w Survey Filed with Building Department Q� � C , Building Department Represen ative DATE: /O '13 -97-- PRE-SERVICE DIVISION JACKSONV LLE ELECTHICj AUTHORITY Z33 WEST DUVAiL STREET JACKSONVILLE, FL0RIDA 3"-200_2 THE FOLLOWING FINAL INSPECTION ( S ) iiAVE :SEEN MADE AND Ar; SATISFACTORY : ------ ------------------------------------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION = FILE CITY OF retic Ve4d - 576ud4 800 SEMINOLE ROAD - - - --- - ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: /O -%3-V7 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address o Sincerely, Building Department I . 1 MAP SH01MN;P SPECIFIC PURPOSE SURVEY OF LOT.,.4, BLOCK ,t24, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDlL) IN PLAT BOOK 18, PAGC 74 OF PPE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR. NORTH FLORIDA CLASSIC HOMES E3EARING REFERENCE: N 01'22' W FOR RIGHT-Or-WAY LINE OF MAIN STREET PER ABOVE. MENTIONED PLAT, _ _ __..__,_•.-___- NO?E; TiIE SPEGF!C PURPOSE OF THIS SVRvr:Y IS TO SHOW THE LOCATION OF ALL TREES WITH A 6O(AMETT:R OR LARGER, NOTT:.: THIS IS N01 A tfQVNDARY SURVEY. --------._.__.._.__._ _._ .......,.-... ..._._....-_._..__.-----•---_._..__. �x 15f I N ,.�• �pTt 0�'1 p,RoPps�° ESE �7 rv).�--•� PAv' r MAIN STREET (50' R/W) � S01 .22'00"E `Lq.5) COT? 50.00 L,8 70. i Lo �Q- I Q 0 c� I Ln U) _ J) o ol f1 Vto N tD p N CO? �o Vim Q: .9 , co c, of CJ �. 00 Q ' Z IF Rrl� ^+„11 be D'lrrireded AU trees to re . minimus) CI tree. Baer-r"l. . tits cleating; n'.” �ttco JuriR ALL Phases GI 60llstcuclion.,' �)\ L_ 0-Zr 1 2�43 �1 50.00 S01 *22'00"E L 0 1 3 L 0 1 4 L O T S B L O C K 1 2 3 0,o�./ � o f AMc'^✓D E D (o - 2- ( I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS 1HE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-6. • FO, CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TD SECTION 472.027. FLORIDA STATUTES), AND FURTHER • 1/2" fQUNO IRON CERTIFY THAT THE.Rf ARE. NO %ASIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN p 1/2' SET IRON - LB 1704 B.R.L. BUILDING RESTTtICT10N IINC FLOOD CER11FICATE: THE LOT SHOWN HEREONCLARSON AhlO ASSOCIATES, INC. is CENTRAL ANOI.0 K IN FLOOD ZONC "k• - AS SHOWN 1643 NALGO AVE„ JACKSONVTL.LE, FL., 32207 R RADIUS L ARC LENGTH ON THE FLOOD INSURANCE RATE MAP, COMMUNITY CN CNORO PANEL NO. 120075 00010 DATED 4-17-•89. / A� /`LJfI�"` P.C. POINT OF CURVATURESURVEY7 0 ,AP D.T. POINT OF TANOENCY_�5 1995. P.R.C. POINT OF REVERSE CURVE SCALE.:_.1,�ZS+�.... - -_.--------- FD. FOUND RLWSTLREO rLORIDA SORViYOk k MA1'�••rP Nrr4Ay; R/'W RIGHT-OF-WAY FIELL) HOOK ,"�5,� _ PACES 66 7 (TR"S) ,,DOSE A. HILL JR, O.R.V. LOCATEOMCikD TREERECORDS va�uE Ste? �' /4 i6 ELS✓.) Q LOCATED TREE Truss Connections Plan 1094 "A" Pulte Homes, Inc Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T2 1 690 f 690 (2)HCPLULR TYPICAL TYPICAL T6 500 500 j HDPT2 ; HCPLULR TYPICAL TYPICAL T7 960 j 980 RTPGA830ts N/A TPP4 on Post T8, T9 500 500 HDPT2 ; HCPLULR TYPICAL TYPICAL T10 920 920 RTPGA830ts N/A TPP4 on Post ALL OTHER'S 1 <510 <510 (1) HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. 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. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/8 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) 'P vt Owlk' 910 NILN EO vN � 5 �ggZ f Jeffrey K. Hulsberg P.E. (904) 886-2401 IM • o Lli to IQ; ru �..r�. \ice \� iiiow■�� .. ■I� ■ I► ], ■i�� i■ ■lam .. � ■ti■ w�wwi■■r.,.�...,.�www�wiwww■ 111 ■lii�l■ - .L numL It CQNN THIS Otr PREPAAED FROM COMPUT q INPUT iLOAOSi ME lT v MF m TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS Al BEAAINGS AS INDICATED. 11991 580 rb BOY CHORD 2x4 SP 12 N UPLIFT I1.81- 260 350 WEBS 2x4 SP 43 BRG.LOC IF Tl, 0.00 11.38 N TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FI MEAN HEIGHT. UI WITH DEAD LOAD OF 5.00 PSF ITOP1 ANO 5.00 PSF I80TiOM) . DEFLECTION CRITERIA IS L1360 LIVE AND 01240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------ ------------------------------- LO 11 HIP OESIGNED TO SUPPORT 04-00-00 JACKS WITH 2 PANEL TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ,1 IOP CHORD AMC NO ENO VERTICAL. (+)-Grey lly 1-1■up 11 f t ------------------------------- +------- ---------- ---- RAC •- A RIGID CEILING OR CONTINUOUS LAIEAAL BING AT 24' D.C. NNN UPLIFT 1ww **w HANGER NN11 ro MUST BE PROPERLY ATTACHED TO THF BOTTOM CHORD. H5 ■ -4551(Jacks Only) HUS26 27511 12864 IDD 1ply) •• MTS12 - -L0001 MUS26 - + 33154 -15501 160 ]ply) m PROVIDE MANGER AT LEFT ENO OF TRUSS FOR 723.22 LBS. MIS12 - -20001(2 FaCh) HMM48 - + 42991 -16601110d 2ply) (n MT128B - -37661(2 Each (104HHUS40 - + 71601 -20001 j 161d2p1V) +111288 - -44551 2 Eech 06611 HGUS40 - 4 66401 -21991110d 2ply) HSISO - -46881 r 2pIVI 1 HGUS48 - 4 80001 -26501 16d 2pIV) CS150 - -16501 Eachl I HGUS5.5- 4113351 -3945f(16d 3ply) n --------------------------------------------------------------W3O REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HAEA DETAILS ;u 3 T- 0 O r 3 5'IO' w 5110" m 04 C 3 12 m 5 p s s � O� m ;I N N C f� Ln x4 t x4(AlI 1 T B. 0 Ln ,file, 1.4' ---� - �' 3'6" 4' N 129/ 1294 0 z R-7230 t102GON Rv-8441 U■3501 N-3'8 v ALPINE RIE246H T-TPTY - I TOIAL REV, 17,3u6 SCAR :Ogaigs rn 4PIK aMtVEaREO rrmleta Idt. lwsxa.cculNr atMlMw c.ae 02/�,6/97 TG ll 30.0 PSF REF m I MPMTANT M Tt a ma roi at!MearaeINU FOR AN. ARN T NG IN Nwwuw UIICTIiN .►o (` acrunar rroN true aslsN M ISwaa avicetrlauaa MAW wwct*c. xc Nes�l c+ T►r. ecc txta+cs1aN .•"` ` "'�,, TC OL 7.0 PSF DATE 02/26/97 ^ \v`"�- r111tUwt NI NOLO r!l trl0�'JN OO+r MnAwt�w11N YrN F/TPt. ►dl IAITI pGK fpwtt0.R�wtRNt MDt MN�i - � - \\\vim ALrtwc te�wccrNe ut Nra or aoor u►r. ueeL racri+�w tarts wlau+tara, ww rea o+Ncw�r/ae i�turco wn 8C OL10.0 PSF OR \[\! A4u>n•rMetrr n uerlo.nPgr caNctTam w crn►race a• CMM SM"K LUSMLLT aRICEO VIM MGM - q � Tara rMo wLax aeWMIAW ca.»e w TOM ata+aN P IUAIN �.ArIAO"PLwcoo WAT1aNr� aortp Caw 0B = 8C LL 0.0 p5f JBE !t*aNw/ a. w +.s+a u4.-r.ciw nwYos rttr v.aaEav As IAMB Flo air tNw--xF slate Or `- (OT.LD. 47.0 PSF 0/A TEN. �+T cardwww wAift 16iLc kwismA it ws a»I.w rNu+eu-a anK mmma►%~% 1»Intl lift to ntv saa aM TVts aa*taa aPtlas w at aorParcaT acwcica Ncrc NMaMr►i TrwucTcnN.swNtsr+.coP+v tNta 0'' DUq.FAC. S .33 iN aMLr MMO aR.LL MRS at rlLlaO treN 11 MW OtFV11 YAM. ceataN b ww Tmm inti"CONrNICTd1, •�i,�' IA�E �.�� SPEY T �� SPACING SQ8 abf3ve TYp J I 4' THIS a P Fp 1 A Y m TOP CHORD 2x4 SP 12 N- PRDVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBCI w BOt CHORD 2x4 SP #1 Dente :B2 2x4 SP t2 K UPLIFT (LB): 690 620 WEBS 2x4 SP 13 :K2 2x4 SP 12 It BRG.LOC TFT): 0,00 23.71 tV TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT, Q1 KITH DEAD LOAD OF 5.00 PSF ITOPi AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA 19 L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- (D A 81610 CEILING OR CONTINUDUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFI/HANGER REOUTREMENTS MUST BE PROPERLY ATTACHED TO THE OOTIOM CHORD. 141-Gravity [-1•Up1111 SPECIAL LOADS n** UPLIFT nx11 MMR HANGER RRR t N -------------------------------------------------- H5 • -455#(Ja4:ks Only) HM26 ■ 4 27511 -12864 104 iply) TC - From 74 PLF of -1.33 to 74 PLF at 4.00 H1512 - -10001 i MUS26 • 4 33151 -15501 lu )ply) m TC - From 106 PLF et 4.00 to 108 Ptf at 11.33 HIS12 - -20000(2 Each 10010848 ■ 4 424g1 -16601 19d 201y) TC - From 74 PLF at 11.33 to 74 PLF at 25.33 MTIM -3786#12 Each (10d)1 tM48 ■ 4 51901 -20001 16d 2ply) � 8C - From 20 PLF at 0.00 to 20 PLF at 4.00 MT1208 - -4495* 2 Each 116d)1 NGUS40 ■ 4 66401 -21990 104 2ply) BC - From 29 PLF of 4.00 to 29 PLF at 11.33 015160 - -4688#tPer 2ply) i MM40 - 4 180001 -26501 150 ?Ply) BC - From 20 PLF at 11.33 to 20 PLF at 24,00 CS150 16504JEschI I HGUS5.So 4113391 -39450 166 301y) SC - 445 L8 Concentrated Load at 4.00 ------------------------------ --------------------------- '� BC - 496 LB Coneentrsted Load at 11.33 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFI/HANGER DETAILS O 3 O r- :1 M U) 12' 12' 4014 C 3 1.5x3 1.5x3 ao M 1.5)13 .5x3 12 1.5X3 ,5X3 P 1.5x3 .5x3 v 1.5x3 5x3 a UC7 1,9x .5x3 In U) 1.5x 5X3 Sx3 I 5X3 -5X3 '5x3 4X4(A2) 5X3 K X5(Ail t'19' O . 1.51.3 1.513 1.513 % t.5X3 1.5X3 1.5X3 1.5X3 N 2 24' -T cn ^� c 4' 8'40' 11'9' Z 1 0 496 cn Av=17920 0-6900 N■3"It Av-IS98# U-5200 II-3-6 tt � TEL A 'TID Y 2- t4 R 1+TP 13 Y - TOTAL - 1 REV 7.3u6 CASE - . 0 aPt►a tial«Eflao B1topltCgl \ansa 0#4409#CxTAtP4 tlwc 0226/97 TC LL 30.0 PSF REF m TtIMPORTART14x troll TOT s1 R44rtRs49Lt no Aev ARNING SM HAOLVO, ExECTION wo �oe 06rTA'Swi n1(ons attT9tt OR 11stt CKCaKAUM911 atwt wcon.Set xwsi tr TPt. EES sm 9un* OASL S ''�, TC OL 7.0 PSF DATE 02/26/97Filt!towlxla M T4m IR eJR w%,%NEe Mint aimI T►1- rem AMT14MIL SKCTRL PCOVANNI 0100140 RE � Ate.►tw t'4rlaesORt tq woe eP tema a v. itua wttm law upcow t.uktu tweinu PASigu O, Tap BC OL 10.0 PSF DRNIG 44.94 w 4 WWI A9 Mltto. APg1(IIMREtr4P4 14 CKM FAC1 4F CHM 4wUt Tf LA114ALLV 0MCE0 tltlN PAaPE11 . 9604 SC �L 0..0 p$f JQE I"No V K%u OCK-114 4.wins"INts untok P044(NN V u1sm vLn4w*awi tt, Sap""M � ta4Keloir10111 ea9snrp�#A Hs 4 490.01.1010 UAW~ wtINM9PElar irria o P0s40 d1LT4i --Kt TRT# OF � 70T.L0. 47.0 PSF OlA t1=lV. ttlsa(a t I.FPS10AKt"Women M me We.M L4mmmle Ake"TUMN'tCAL Vw1f pJV" IDI rMR- 1•aL0 � SCAL Olt TMC!o11TR1AC UR(O ra T9r COMOrwir KKCTto MIO OR"*LL APPt CCA14011. FLO43H A COV a u11t Q'.` A.FAC. 1.33 1.ear, NO Rlw.►Wf 4t 011590 IIsa11 M AI(T WAR WAY. Qlt011 Po 1K 44104 CrntTTa11 OOeTRItCTOR. ''�•��`,m'X; �' SPACING see above TYPE _SPECr` lab: (7-03661 6QT 2-104 1 13 24'-CQMN tHIS OW6. PIREPAREO FROM MP 1 R INPUT ILOAOS t 01MENSIQNS1 SUBMITIE0Y TWAS MFR m TOP CHORD 2x4 SP 12 N PROVIDE UPLIF1 CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBCI OT 801 CHORD 2x4 SP /2 N UPLIFT &8): 470 470 MEDS 2x4 SP 13 OHG.LOC (F1): 0.00 23.71 nj TRUSS DESIGNED FOR 100 NPH WINO 15.00 FT MEAN HEIGHT m MIIH DEAD LOAD OF 5.00 PSF (TOPE ANO 5.00 PSF (80TTOM1 , DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUELOING. -------------------------------------------------------------- (D A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFI/HANGER 11EOUIREMENTS _j MST 8E PROPERLY ATTACHED 10 THE BOTTOM CHORD. (NI■Gravity I-)-Upl11t -------------------------------------=- ---------------------- N R*+� UPLIFT NNx NxN MANGER N%e H5 - 4550(jacks On IV) � MUS26 2701# -1296111Od Ig v) MIS12 - -10000 iii HUS26 - 4 33154 -15501 I6d 100 m MTS12 -2000/ 2 EeCh I HHUS40 - 4 4299# -1660# IOd 2ply1 MIT290 -37961 2 Each (IOd)I HHUS40 ■ 4 51801 -20001 I6d 2ply! CO MT7260 -4455912 Each (16d)1HGUS48 - / 664040 -21991 IOd Poly} MST60 ■ -46884 r 2p1V1 HGUS40 ■ 4 60001 -26501 16d 2ply) CS150 - -16501 Each1 I i HGUS9.5- 4113331 -39451060 3p)y] --------- --- ----------------------- -------------- m REFERENCE HOLMES UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ;1 O 3 O r 3 m u� 4N4 C 3 m m 5 p 1.5x3 .5x3 A c v v Un in 6 cn I 3x4(AI1 x4(AI) -r 8• o In 24' m 24' Rv-1227/ U-4701 M■3.8 RV■1227# U-4104 No3'8 O Z In g _u FL TA Y ,-A P N T- TY - 6 TOTAL 6 REV. 17.3u6 ATE -06411 7 D IARIM wTRt4Rta PRINUCI4. INt. IPUM4 Rtoslw 411IWK CAW 02/?�.6/97 TC Ll 30.0 PSF PEF m It 1 WORT ANT It N Iwo,ra,M mroatit Fan wT ARN]NG IN -,-mmtw mcnam meee "" TC OL 7.0 PSF DA1E 02/26/97 NarraTlw roNR TRu Nulm�r of T.irt mtntcaTlaee, m Ixr axcNc.acc Ine•vl NT T►1-MJ IN7i RIIW .1`' ''S '►AtW1N TN Nita rN IwvNN 1R tsrenrxN[T NttR lslw Nr TrT. res roNl TwuAL yeeuL►tPRu�vIT mnreirN xr "M COMCIan W XW a NNNA Nwcv. ucu W11106 ASIR 4NaraTa. Uracsl 67140WIN P IC411A Ten TIC OL J0.0 PSF ORMG [n 4x41 IN a lie Pf N R414N. N+tr 9dWCCPay N IMM Pct w CORN asap K LAKMAUT VWAO RITR PROPER TRROA ARC w4M/TJEPIuu L4CAITs Gs 4WI eteSWR VOINA 4 \T ATTACRr,C RTNAe JNAIVING, Ona 0aro 13C LL 0.0 PSF JOE "W86"omset~-Ia Ia/U 1i1i6F.44WIN*iiX0dW# 'VIAN'PNVIK7 AnAtKapri1 t1AIN--W aTATIE Or TOTE O. 47.0 PSF O/A L£N. CONFORM WI PHRMA PRNITRIANI Q AM R Mt.AN 4A4TIIEEII'J "IW UCRWl■L WMIJ p/1/!11 POR PA4KR Op10 �•� Jou aN MGM WKIIN OKjiA b NM CONOWNT INPUTAA KPM *"*LL APPLK4TI4R_0~3W A.94"a NOA 9;' oUR.fnc. 1 .33 eN1T. NO W"01 N W408#PON IM 90 OT140 MAY. M'Atg#TO A"It TRNe IMCITOM[ONIRIe40R_ .—T.0 .0 SPACING 24.0" TYP COMM TM W PR PA D FROM T A AEN 1 M 1 I NF m - 4 m TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNEC110NS AT BEARINGS AS INDICATED. 11991 SBC) dp BOT CHORD 2x4 SP 12 N UPLIFT 1101: 120 PLF WEBS 2x4 91P 13 BRG.LCC IFY). OVEN CONTINUOUS SUPPORT N TRUSS OESIGNEO FOR J00 MPH HIND 15.00 fl MEAN HEIGHT, WITH CIAO LOAD OF 5.00 PSF IIOP1 AND 8.00 PSF I5OT1OM) . DEFLECTION CRITERIA 13 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEO OR FULLY OPEN BUTLOING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIRENENTS LD MUST BE PROPERLY ATTACHED TO THE 80710M CHORD. 141-Gravity 1-1•UOl11t --------------------------------------------------------------- ALL PLATES ARE 1.51(3 EXCEPT AS NOTEO. *NN UPLIFT NMN NNN HANGER Nxt1 N N5 455t(JatkA Only) HUS26 - 4 27511 -12861(lOd 1p)y) MTS12 -1000# HUS26 - 4 33151 -155001160 1pIYI MIS12 • -2000112 Each) HWS40 - 4 4299/ -16501110d 2ply} MT7260 -37061}(2 Eat h) (IOd)I NHUS49 , • 51801 -NOW(16d ?ply) m MT1266 -44551 2 Each (16411 HGU1549 - 4 66400 -2199#00d 2ply) NST60 -46681 Per 2ply) NGUS48 - 4 MOT -265001164 tolyl CS150 16501(Each) i HGU65.5- 411335! -3945#()6d 3ply) -------------------------------------------------------------- m REVERENCE HOLMES LUMBER DEIAIL SHEET FOR UPL1F►/HANGER DETAILS X O 3 O r 3 m Ln 13' 13' r 4X4 C 3 m m 12 c ;A a Ln N in Ln i �3X41A1) X41A1) B' O 3X4 3X4N m FV=1223/ U-510f N-3"9 (1-284 011 N-5' Ln O Z Ln T - 70 SEO90 7 Y -A P N S N 1 -TP TY - 1 TOTAL - 1 V. 17.3 SCALE -0.2 7 "IN INAURCMA tMoosIs. HNC. TOMES MWIM CNTPCN CAA# m X IMPOF17 ANI V N Yu1L Nov sI gosmome Pal ANr ARN I N G sI w pmjm. ENcgQI allo 02/R6/97 TC LL 30.0 PSF AEF . oEruTl;oN TRIM OHS alta+en llalE SPUPICATIM NP AM SnACGo. xt MM-91 Of vT. K4 Wig NESIGN - .�'J ' ''�,, TC OL 7.0 PSF DAlE 02/26/97 ►I ItYI! 16 An tO IM TOO"IN OOWIPAP/NCI NIM WIN 11 IR. /d1 10DITIO"t BOUTM P[MAKIN AIACINO Pa; � ALP"It COM164%AN NODE d TSA wy. /TSQ MITNO AMIN WINNNTS.W&TIS*TKRlrnt WMC4194 1m, SC 0!. 10.0 PSF DRWG � AIM IR•COMM AS"A44. AOKI CWOCCWPlI R IACN PLR OF CHIM SKU K LATIMLI YOU*WITH PNKE* rlyN ars tp At"0144.4#13/LK.A%Q NPl,TNI'*q?Kw. 1gsLT.laK U A4TACIEO-wTwoo,wlAmME<. aDl taN CPOPo Saeli _ 8C LL 0.0 PSF ��. tlMO[CrCAi PVI w.t.IPa Iia 16a O 1OaA•P,e101O+StALIOAPOO WITH PAOPEaLT AIAAtNO NIalD CItLINO -- Ki STANt sP TOT.LO. 47.0 PSF 0/A LEN. LaNNM WAPPlICA4l 8101 p1a1A CI Nal S AI/-W CMUNEUL'f ALPNNI NlCNNCCAt tIOAIE p/UON Pa PPOPCA Ci HSA MAL ON INH OWING aPLla III.90,010rixt OVICTCB NIP! OANIILL APPLKATIOI.IOOK60 N to"K tNl Q;: OUR.FAC, 1 .33 IN ONL.V. MIO INOLL NDN K MLM OPON IN AM/GING NAY. =SUN W INC loos!ToCt1AON corNLctoa_ SPACING 24.0" IYP SPEC a .. t -1-bq 17-0366) LOT 4 4 YNIS OK. PREPAKO FP4m CQMPqjR-INPUT ILOADS C 0114ENSION 1 11 IRUSS IIF fI. OP CHORD 2x4 SP 12 N 12 2x4 SP 11 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) m OT CHORD 2x4 SP 12 N UPLIFT TLB): 430 440 200 w WEDS 2x4 SP /3 BRG.LOC FT)- 0.00 20.75 25.71 N TRUSS DESIGNEO FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . m EFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN SUILOING. THIS TRUSS SMAY NOT BE LOCATED NJ THIN A 9.70' END ZONE FROM EOGE OF THE ROOF. R1610 CEILING OR CONIINNOVS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- (D MUST BE PROPERLY ATTACHED TO INE WITOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFIIHANGER REQUIREMENTS -1 SHIN ALL SUPPORTS 10 SIM-10 BEARING. 110-GravllY 1-I-UID 1l ll *1111 UPLIFT ENE 1 x1111 HANGER *** fV H5 455#(Jacks Only) HUS26 - 1 2751/ -1286#1110d ]ply) MTS12 - -10004 HIMIS - a 33154 -1950#(160 Iply) m M7S12 - -20001 2 Eac HHU548 ■ 4 42991 -16601 100 2plylI LD g1T28B - -3786/ 2 Etch (100) HHUS48 - a 51801 -20001 160 2Dly1 MTT268 - -4455012 Each( 116d)1 HM48 - + 6640/ —2i99/ 10d 20lyl NST60 - -46881 r 2Ply) I HGUS48 - + 80001 -2650/(l5d 2D)y) CS150 - -1650/ ach) HOU95.5- +113351 -39450(160 30Iy) m --------------------- ;l REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS O 3 2 O r 3 m 13' - .�. 13• — —_1 r 05 C 1.5x3 m m 1Z 5X3 3X4 C 4X5 °1 In n in N I 3114(Alf 10 ro I Yla 4(All r 1 3 �,- j a 8 O 3 Gx12 12 1. x4 cn 20'9' '3'3' n 3'0'8 5'3- ---, N 26' O NY-1107111f U-4300 113'8 Rv-128i/ U-440# i1-3' Z N Rv-2839 U-2004 W-3.8 JAI.- A QTY 6— N S GN R = P TY - I 1 TA R V. S7 3u6 S ALE = .2%1 G) A.-0IM{+QlMer4o #r4wTI. INC. TOMES URDU"ESTEEMS[ME 02/6/97 1C LL 30.0 PSF REF m (� IMPORT AIJT N 14 sen.Aol w m ame rON ANr ARNING IN wAOIm Lmnm me A (` , mru+"N VAX rola slur an THEIR soeelrlanaa, "MY wecTxo.xc w o-sl w WT.xe True eesmr - ,�`��,� ''�, 1C OL 7-0 PSF DA TE 02/26/97 m \U=`a�_V /lint"/o!Ulla Oy Tap/IN tao#4" m 1121011 oarm rl TDI. VON EloleflML SPECIAL fIIWWErI !lac MO PE O wwl wasTew 4n1 r a Of aorta 11AL11.STwI 144uw1 Al10r nlnlrtNls. 11PlTS11 C1/tcAlt2E ttatcACEq AOP - - BC OL 10.0 PSF DRNG AAN x•fIg" Al N01E. Awl,tawa'C2Ill to WAD$CACI OF C14M SIT"u lAlqulr 11lACEl VISIT Hty11R Asea 1MNE$AI*V Q,13@ OlWftl211%.Gt&"s 01 Tref OEslw POSIT ION 110 441 TICKS 010"000 SKAwNeq WTTa"CMOeD - 11 8C LL O.O PSF BE6 tnuicW4 tat dlnas#qt IN l q4a-P,inl11w womma r 11cm aPe:enr nutl110 wlrm Cca2ta-�tie - suTE x '; #010.L0. 4 7.0 PSF /A LIEN. dow"r NlAPK W�al4 ommi1a/Or an a vm Ar OieTrEewt ALPINE TcCN�tet:A.wart nHA11 iA MOP" " sat lr tAal ONArtNI Oftwi ra 1044 COAPEe11N1 ovleTeO WE ORT"AU APPLICATION.Aa-1SIT a Corr Or T"ca aaE9 0: OUR.FAC. � .33 IN Z. Aw feral NOT a 4LIn wa Ir AM OAKI AA►. t>[WN 10 aK Tlul11 UUlm CO FACTOR. ��i, ��.'� SPACING 24.0" TYP SCIS a (7-03661 LOT 4 R -THISPRFPAAEG FROM P l q LKNI LLOAOS S Of NSIONSIlli V TRUSS TOP CHORD 2x4 SP 11 N 12 2N4 SP 1'2 R PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS lNO1CA1E0. (1991 SBC) m SOT CHORD 2x4 SP 12 N .82 2x4 SP It Dense: UPLIFT H): 430 440 200 tly NESS 2x4 SP 13 :N6 2x4 SP 12 R BAG.LOC 1IFFTI: 0.00 20.75 25.71 N TAWS DESIGNED FDR 100 MPH HIND 73,00 FT MEAN 41E[Gtll, 07 WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (BOTTOM) ()[FLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAO, ENCLOSED OR FULLY OPEN BUILDING, THIS TRUSS NAY NOT BE LOCATED WITHIN A 6.50' ENO ZONE FROM EDGE OF THE ROOF. ` A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- IIUS1 BE PROPERLY A1IACHED TO THE 8011014 CHORD, TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS SHIM ALL SUPPORTS 10 SOLID BEARING. - __----------40 -1-1-Uplift --------- _ INN UPLIFT Nxx -------- NNN HANGER ANNI fV H5 - -4554(Jacks Ortly] HIM6 - ► 2751! -12861(104 1ply) MTS12 - -1000/ 1 MUS26 - 1 33151 -1590/(166 Jp1y) MTS12 -2000 112 Each) 1 NHUS48 - 142991 -166901100 2p)y) (D M11200 -37061 f2 Each) (IOd)1 URA48 ■ 1 51800 -20000116d 2oly1 M17208 -44551 EatN1116d11 HRA40 - + 66401 -209#(10d 201y) M$160 -46861 e19 r 2Ply) I HGUS40 - + 00001 -265011T6d 2pITl CS150 • -16901 seri) ( HGUS5.5- 1113351 -39451116d 3pi11 71 ------------------------------------------------------------- 77 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS O 3 O r z m N 13' 13' -- r 5X7 C 3 m m ]2 I.5X3 _q X of 1.5x3C K5 �, N Vt N 5X 1 . 3X5101) t'a�r� X4 fAl) 8� o 3 5X14 12 1. 4 (n 20'9 5'3" _T1 —�--3,0'8 5,3" �--� 26, O z ? RV-10554 U-4304 If13'01 RV-44021 U■4400 N-3N Av-1040 U-200/ W-3'; P YPg-A COZY-TPIT - TOTAL. - REV. 17.3U6 SSE "0947 D i KMIA EAR111G.11t1 ONSpA:14 IMC. TAUBIH NIal1E EIIPLIE eANe 02/ 6/97 1C tib.0 PSF F 7 m (� XIMPORTANT14116NAu IQ/w 6[1A11atuc r6A 4NT ARMING tN xANacIAII IRc11a ANO amutw r.11I 1N16 auw M 11ljS txSctruAullI ala IIICIN6. IEE NIM61 6T Ml. SE! IN16 IEStfN d` '',,,� 7C DL 7.0 PSF DALE 02/26/97 \vV"�` rlltluxE NI rfq�at n1UA� 0 W04" r ri1N al l IV?a,, no N9111pr1 Iva1K 1[mKIII&WING x1 s O ALNIIA CIII4CHN Of PASS d Mgt 6AL1.11111 IAL11"111. 6NIAEN11d6-OLIN O"MIK TNOICAttq 10R - - SC OL 10.0 PSF pRMG CO AMB M e 41001 a WEAk. MRN a4rte1414 10 SAC"1101 1/ tM IS SWU!A LAIIIYLL►MACAU N]TN OMMMI jOE IRA(AM VILtA gKM I'M LOCAtft III"I M116K M1110M LT AIIADW O►Pi000 SNE011116. 60TTON 004 N 606 9C LL 0.0 PSF 6610to"IV.LUI111IfA 1!4 "t i 16444.11441601 atom l 1t"N1wt11T ATI&GIM RUM tin MII j - a?A*d ? 07,1t). 47.0 PSF 0/A LEN. O01r1NN ryAOIL1GM1 AN4YUmm If No 6 pl. AN 114144"'6 At41[ 10011CAL%"&T1 114-1/611 TO IT 1.33 K*L IN INKS IM1110 M0t1CI TO tNE.0O6e1N.Ml 104000 HIM OMAN(!AO11,TC41T0N. IONMgM A CIPT OC�fl ?': pVR.FAC.111 IILL1, IAO THIEL NOT K NCLUD LOON IN 00 OINK NAT. OnI"TO IDE TONS$INICTM 001411ACt �'., ` —, I 1I, SPACING 24.0' Ty SCIS ' VL7 THIS . PREPARED FROM COMPUIER IMPAIT ILOADSW N SUBMITTED fly I A _n TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT OEARIWS AS INDICATED. 11991 SBC) m 801 CHORD 2x4 SP 11 N :82 2x4 SP II Oensc UPLIFT (L7): Soo 500 td WEBS 2x4 SP 03 8R6.LOC (F11: 0.00 25.71 TAUSS DESIGNED FOA 100 MPH WINO. 15,00 FT MEAN HEIGHT N WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOT TOMI , PREDICTED HORIZONTAL MOVEMENT IS 0.42' DUE TO LIVE LOAD ENCLOSEO OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.23' DUE TO DEAD LOAD AT ONE SUPPOAI. WITHIN A 6.50' END ZONE FROM EDGE OF THE ROOF. ------------------------------------ ------------------------- co PREDICTED VERTICAL OEPLECTION IS 0.69' DUE TO LIVE LOAD TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER AEOUIPE14EHIS AND 0.37' DUE TO DEAD LOAD AT X - 17-0-08. M-Gravity 1-)-Upllil DEFLECTION CRITERIA IS L/360 LIVE AHD L/240 TOTAL LOAD, xxI UPLIFT text I NMI HANGER INN fV M5 - -4551(Jecks only) 1 HUS26 - 4 27511 -12861110d to A 81610 CEILING OR CONTINUOUS LATERAL %RACING AT 24' O.C. MTS12 - -10001 I HUS26 - 0 33151 -155011166 1oIV MUST 6E PROPERLY ATTACHED TO THE SOTION CHORD. M1512 - -2000#(2 Eacn =18 - s 42991 -15604(10d 201V1 m MT1299 - -31861(2 Eacn (1061 HHUS48 - * 51801 -20000 166 201y) MTT288 - -44551'2 Each 11661HGU548 - + 6640# -21991 100 2oIy11 MST60 - -46601 Per 291V) MM48 - ♦ 80001 -26501 16d 201y) C5150 - -i65op(Each) NGUS5,5- *113350 -39451 164 3ply) �l REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS O 3 2 O F_ 3 m Ln 13' 13' r 6X7 C 3 to m 12 1.5X3 .5X3 r1 9 P- m 1.31(3 .5X3 C N ilt in Ln 81(14 I 3X7(A 1) N X7(A)) t4Tj _a.. e. 0 O —.03 8X14 12 N 26' n •-� 413.8 9's' U) 26' O + Fiv•1321E U-6001 W-3'B Av-13211 U-5009 W-3'8 U) pA -�V� -A P DES i R i-1P 1,Y - 0 lOIA - !0 V. 7 SCALE -0 21 3) wIM tl61AALQt1 Mg011C14 t"c. IwssEa stallsE Ea1PENe CAN I MPO02/6/97 TC LL 30.0 PSF REF m {� N AT ANY T(N AR �"tr e[Mp.1lsl"►c Pm Aln P!I NG Ix "Awtl[N1 EAe41It" AAo . RE ' V newel INN aealwr OR uex aoocsrtesTea+t, at►en warnt c . AMC a c a-se r►[-419w t eN011311111 TC TC OL 7.0 PSF DATE 02/26/97 m lAtL"m 10 80.0 09 Idw m cowootim NIT"41st IN IPE. !40MORT)WA SPECIAL NENRWM 114110 1% ^ ALPINI esreCEOPs Alt MOM W tax 1ALP.91111.BUTIMS ASIIN au1elt11w 1tKN1N .PULES$ IW"OICATtd IMP - BC DL 10.0 PSF ORW'G \V\ ANS OR t LMPt M Maras. A"r!r COWEClw 10 SAtw Fitt W *111110 SMALL KLOtwL1 1014M MIT*POtn* �p �60E 40j"AAO b411S 110"1101"l OCAI►0 ON P111 opts% 11ASTI1t LP AITIAMM PL-0000 SKAT%IM. tolls"Cpm IL = RC LL 0.0 PSF JOE aawtttaA"T1lf elI1W�OR isa ISH s /11A•r.OilttiAf 1r we v1 tltee 1"eP1ldT A114CKSI ORCM gift"a--me We o/ TOT,L0. 47.0 PSF 0/A LEN. 4O WA 4/u"MIuka MOTisom M Pike a Al. Ale 1m1M'W1 W11t TCC—CAL WOAT1 tTlillel FOM FPWtl1 •: DEAL a T4IS 1"S11w/APKNO M IK tA711"t"1 1biC1t1 NEW 011004"APPLIC41114. rumsm A Cc"Or e"1l ONLC Q•.` OUR.FAC. 1.33 It ONLY. AIO 4141 TOT 1[P"LIto W"w ANF 11011 1NIF. 1"!1,21"to at MASS INCISION tomwo011• .�'''0""'INE ',=' SPACING 24.0" SCIS - T e T 1�1 � , TYPE 4 T7 26' HIP VLT 7'68 THIS OWG. PREPAREDFROM COMPUTER NP 1 A M 11 Y T ttF f6'AP. OP C110S70 2x4 SP f2 N m 01 CHORD 2x4 SP 12 N :92 24S SP tr. 3 Complete Trusses Required m MEDS 2x4 SP 03 IV Q2 REOICIEO HORIZONTAL NOVENENT IS 0.48' ME TO LIVE LOAD NAILING SCHEDULE: 10.13ix3.0_aJtalle) NO 0.17' DUE TO DEAD LOAD Al ONE SUPPORT. IOP CHORD: i ROW 0 16' o,c. DOT CHORD: 1 ROW 0 16" o,c, CD DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WEBS ' 1 ROW 0 A" O.C. _j REPEAT NAILING AS EACH LAYER IS APPLIEO. USE EQUAL SPACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. BETWEEN ROWS AND STAGGER NAILS IN EACH ROM 10 AVOID SPLITTING. MUST OE PROPERLY AT/ACHED TO 111E 607TON CHORD. IV PREOICTED VERTICAL DEFLECTION I5 0.05" DUE TO LIVE LOAD AND 00.289' ME 10 DEAD LOAD AT M - 14-09-13. �- /l HIf7�ESIGNEO TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ~ 71 O 3 2 O F 3 M U) r c 3 to M SX6 3X7 3x 4 6 T T W 12 5 D 1.5f13 .5713 N 6X10 An I in 3XG tot) 14' K6(AH Lim 3 6X10 -�-�B O .go12 N 26' n 7'A-6 1f'3" 7'4'8 .= 26' 1 O z I T' t2' 7' to r 37 j 5711f RV-25630 11-9800 W-3.18 Rv•25631 U-980/ W-3"8 2 oo e P -ALPINE 1�.1 P 1 - 3 1 TA V. 17 3u6 SCBE - B47 D .tont O'III IP rULA FOR 0 1m wo 4caot104 wane eANI 02�g6�97 7C LL 30.0 PSF REF m �IMPOATANT I<N rlelct N41 n aexa�4tlL1 raa uw ARtYiNG IN 1uIOLt4o, 1NteT14N ANI nKvtatal r wro aata ar wre soeeuta/las as u+r �LC1fO, S[f N[t-!f!7 t/L!t!Htl!VISION „• 1C DL 7.0 PSF ATE 02/26 m FAIWPf H WJ k6 Ntl MW IN QaWO MMtt'NISH Ir144 IV 1Ot. M 601110 WL JgCt11l KOMNNT OMIl4 of - , �� E O\\\\vw wua UNNECI at AM WMW TO M4 GAM 9111L 0941112 12TH MIIWPtNla.WAS”41101140134 POLCA►ew W - - 8C OL 10.0 PSF OR11G m 4442 411•n,oct AS 104116.Aaat EaAMcwu n cAa1 rwt ar c0aP6 JNKI«t1x10uLv 4a1ct!N11N.wawa 42944 me"two Ww"Isa t"Ro tR T»ta:l tft P441IW ►v VICKI PL11Gw SCA)KNO, 4aT149 CNM LL 0.0 PSF J8E iic it/a1! POW ON1 w"SU IN 4 wwr.4taiiw 414!;010! Niw 1i0wAv anZKa 4t/w tcmw=-in eTAtt 4r LSWPR .LO. 47.0 PSF D1A LEN. L4K41M NIAPPLKA44 MMSIPA w 10!a IT". AN 1N411K4M4 "INS 1K11011CAL W"It 171IM" r"P"My � t= U&a 1u!4 041 AML195 to 214 CI#P8WW Pen1C144 Kat WMALt APPLICATION.I1IMINN A wt N 1«10 .FAC. 1 .33 IN Kt. A141 J1Wt Ml M Nut=4P"1N ANN 61MA xAt. anum 14 1K Inin tam ION 44NT"CId1- •, INCE.O-0. CING see above TYP SPEC m N Q) PROVIDE UPLIFT CONHECIIONS AT BEARINGS AS 1NDICAIEO. 11991 SBC) UPLIFT (LBI: 980 980 BM.LOC (F T ' 0.00 25.71 LO TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT -J WITH DEAD LOAD OF 5.00 PSF (TOPj AND 5.00 PSF 180TTOM) . ENCLOSED OR FULLY OPEN BUILDING. ---------------------------------------------------- TYPICAL SIMPSON OR E9uAL UPL1F1/HAHGEA REOUIREMENTS --------- 1AI-Graw 11y (-)-Upli I l __-_-�-___-_____------------------------- UPLIFT asw ( www HANGER www--------- MMM `. H5 - -4551(Jacks Only) HUS26 - a 27511 -J2864110d ]ply) MIS12 - -]0001 I HUB26 - + 33154 -155DO1166 ]ply) MT512 - -2000112 Each) I NHUS4D - + 42991 -1660fliOd 2plyl m 1411289 - -37e6912 Each)1 (IOdJ HHUS48 - + 51804 -20001(16d 2ply) 14TT288 - -4455112 each) (16d]I HGUS48 - + 66404 -21994(10d 2plyl O NST60 - -46881 Per 2p1y) t HGtiNGUS49 - + 80001 -2650/�16d 2ply) 3 CS150 - -16501 leach) ! 1SS.50 +113351 -34451 l6d 3piy) --------------------------------------------------------------- REFERENCE HOLHES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS = O r 3 m U) r c 3 m m C U7 U) 1 O U7 S -n �1 U7 O ' Z N T - YP9- P N N R T-TP TY- i PLIES- 3 TOTAL- V. 7 u6 SEO - 84849 D T ALrvt t+at�eEA1a MMMKIS. wC, IMMI,aE/allt INIMM1 CART 02�?T6/97 TC LL 30.0 PSF IIEf m N-iMPOR7ANT*M>Hya roe ea w rmm wain ARNING iw Me MAm mu taw we • . D E1rlulaW rprw WWII aatar 10 VKH VMfIcns, a w ta" rrr a1ACTao.$ta WrMu In. IEt THn 01434N �' 1C OL 7.0 PSF ATE 02/26/97115 MUM Wa WAT1L4 TW(111016 NO 11"nwwtE"TM NOW n 1n. -FW raolrla M SKCUL/EbAMwe AAMNI at - O BMW CuMTM Aar Mwr.ar 1/b vat. IML manus Asm mAmm". wKEw oip4maI4 rtarCAWpL up HC OL 10.0 PSF ANG A446/A A tAM 1 Aa MOIEO JFKV 1010UMN TO EACH/ACE IF CMM aMrLL a1 LAi1NAl\T MKAa jg1M V M7Ca Teras AAo uc1Ws anaA>,TWa LatAua a was aastaM wrantaw Lr ATTrats MLT"10p IWATM/Ma. NTTw Cie" >aoe 8C LL 0.0 PSf JOE s wwptaa ON vomm "t. taa a.rags-..antro aurarns 1*114 wserkr Aaaerw ar6ro aILPA --ur- = srAt[ OF TQT T.LO. 47.0 PSF 0/A LfN. eavaa"rvrratwaa raaiatstws v a0g a A.r. ar a"a1wu a AASTMe lactwteAl van nnntr rM P" A tua a"Wwt aAs"T"a AMpLTat w TWE ear.aAUT KFMIPIa NM TwrrALL AMPLIMM. rt01011114 A CaMr OF wag Cra16 0 pUA.FAC. 1.33 tw r AMO awtL Tot to aCLTaO M A"7 Wawa w+. attic"to w[mm IKura"Co woalae. '•.,� 1mEeo'0 T .� � SPACING gee above fyp SPEC T --THIS . PREPARED FROM COMPUTER INPUT (LOADS 6 GINENSIONS1M 1 VED BY FRUSS MF T TOP CHORD 2x4 9P #2 N PROVIDE UPLIFT CONNEC71ONS AT GEARING9 AS INDICATED. 11991 SOC) m OCT CHORD 2x4 912 I1 N :92 2x4 SP 12 N: UPLIFT V31: 510 5i0 m NESS 2X4 SP 13 BRG.LOC TI: 0.00 25.71 TRUSS OESIGW.D FOR 100 MPH WINO. 18.00 FT MEAN HEIGHT, N WITH DEAD LOAD OF 5.00 PSF 11OP) AND 5.00 PSF (80TTOH1 , U1 PREDICTED HORIZONTAL MOVEMENT IS 0,43' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILOING, THIS IfMS MAY N07 6E LOCATED [AND 0.23' O(A 10 DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF, - PREDICTED vEnrmAL DEFLECTION IS 0.11' DUE TO LIVE LOAD TYPICAL S1MPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS AND 0.38' DUE 10 DEAD LOAD Al N - 13-00-00. (a►-Gravity 1-)-Up11Tt -------------------------------------------------------------- -- DEFLECTION CRITERIA 1S L/360 LIVE AND L/240 TOTAL LOAD. IIXX UPLIFT Xe11 19XX HANGER XXX N H5 - -455/(Jacks Only) HM26 - ► 27511 -1286111100 1ply) •• A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -10001 HUS26 - + 33151 -1850/1160 iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MT312 - -2000112 Each) HHM40 - 1 42991 -1650#110d 201y) N M1T286 ■ -37661(2 Each) 1104)1 HHUS48 ■ A 51801 -2000/(16d 20151 I4TT206 - -4455412 Each) 116d11 HGM49 - A 66401 -219901LOd 21)IV) MST60 - -46884 P*r 2p)y) 1 HGUS46 - 4 60004 -265011160 2ply) CS150 - -1650•IEach) 1 MGUS5.5- 4113354 -39458116,d 30Xy) m ------------------------- ------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 0 O 3 2 O " r 3 m j r �• 9• •}• B• 9' _1 m T 514? 7 12 C 5 fJ 1.-11X3 .5113 C U) v 6X6 1 }X7101! � x7101) 3 OX5 12 ut 26' _ 8'3"8 �--� 26' An O RV-1321# U-5100 N■3"8 Rv-13210 it-9101 9-3"8 z 3 TA T228 P P -A A - P Tv - 1 TOTAL - 1 REV. 17.3u6 SCaE ,O8a94 D KR[AE 9MIINl1lD I'I1NAM 1K. Tousu!PCev9PC inAUK CANE O']/�f6/(17 TC LL 30.O PSF REF 77 m (� M IMPORIANI MTI ewe1.Apr er M91d4fAA1 tell AM AF1Nl NG 914 MAN61.1A/ usecTtaw AIA L C 7 \(, NIFUTION FNP"IS KIM ON 11•W VNIFKATIOM ew NM 9111[:914. KI Mn-91 e1 TPI. 1e[WTI NUG+ 011%tl 7C DL 7.0 PSF GATE 02/26/97 � IAILLN9 10 MMIO 141/IPL44►N•4VaMA9C1 711th UM ev UI. PON 10911941001.1PECTAL PIM*[wT WACUA k � � «-- \\\\�1��VIAANN��w�' AL►IK COlw�ma AIR low w MA qtV. I&I'm willm MOI eulA9�a99X_WAIN cn•9PwIx 9Nrte lAa lav 8C 01- 10 .0 PSF RMG N O. 4119 911 I EPCC/i Y SANE. APPtt t41441C1eiN/0 ALCM fJCt p 074110 tWLL K LATN tII 40ACED 119914 AAIPW — MIN AM WKIM uNRPTIR LeCA1r•IN 11149 e49Nrt A/011411w c.A/1AD"OLMNO riAn.9no, eot7a.Comm = UNIX E.R LL U.0 PST JOE eaeilpelri9Ns10011 8 iA 1/i iF 14AIAi.�4118 -SIM1061e9 *kilt PlIMMY Al FAD"0111164*ltte4--u[ = tITATppI Q7.O PSF 00 LEN. 9be1t1 w 4momu""Itflwb M me 101.AN EN lme'9 p►WE sww19CA1.LOOAti 91/mml1 VIP}114Kw LQ4cAt a +« c APNL iE4N nt Noru NT eurtclu NINE ewmkt.APr1.9c►I law.11011011"A tog Ar/w99 t 0 atOV .FAC. 1 .33 491.11. ANO•7000 1101 K RLLNo SA !1N L"41w IMV. 9n""W 17• NMS!Eseccim U*TMCTOw. ••' 1ArEC�'7,A r nf CING 24.0- TYPE $P1r1^. 4 1HIS QWG. PREPAAEO FROM MPT i ILOAOS 4 DTKNSIONSIM T1 Y TRUSS MFFt -n m TOP CHORD 2x4 SP 42 N PROVIDE UPLIF7 CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) tri SOT CHORD 2x4 SP 41 N :62 2114 SP /2 Nt UPLIFT IM: 500 500 NESS 2x4 SP 403 GAG-LOC (F1): 0.00 25.71 R) TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FI MEAN HEIGHT, cr) WITH DEAD LOAD OF 9.00 PSF ITOP) AND 5,00 PSF (BOTTOM) PREOJC1E0 HORIMNIAL MOVEHENI IS 0.41' DUE 10 LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. IRIS TRUSS NAV NO► BE LOCATED AND 0.22' CUE 10 DEAO LOAD AT ONE SUPPORT. NTTHIN A 6.50' ENO ZONE FROM EDGE OF THE ROOF_ --------------------------------- -- ------------------------ DEFLECTION CRIIERIA I9 L/360 LIVE AND L/240 TOTAL LAAO. TYPICAL SIMASON OR EQUAL UPLIF UNANGER REOUIREMEN►S (4)-Gravity 1-)-Upl 1 F t A 81610 CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------------------- ---------------------------------------- MUSI BE PROPERLY ATTACHED 10 THE 6011014 CHORD, NN* UPLIFT ON* I WNY HANGER III N H5 -A5511JaCNS Only] 1 HUS26 - 4 27511 -1286#((lod lvly) M1S12 -10001 1 HN25 - 4 3315# -1550#(M 1ply) N MIS12 -2000112 Each) I WW40 - ► 4299# -1660#(106 2DIy) M11289 -3706112 Each} IOd)I NHUS46 - 4 51804 -20001(16d 2ply) M11288 -44551 Each) 116411 HGUS40 - 1 66401 -21990(100 2ply) MS160 :46081(Per 2plyl 1 WA440 - 60001 -26501 160 MY) CS150 1650#{Each) I NGU95.5- •113351 -394514 �t6d 3olyl T1 ------------------------------------- ------------------------ ;uREFERENCE HOLMES LUMBER OEIAIL SHEET FOR UPLIFT/HANGER DETAILS O 3 S O r 3 m U) r Il' 4' 6x7 )1 m m A.SX3 .5x3 t2 ;u to 5 (7 I'I C 1.9X4 .6x4 U) V 5X14 L31I7(AI) tv X7(A1) -j73- �. B O 3 5xt4 I$ U) [n 26' o Av-132t# Ua900# W-3,01Rv-1321# U-500# KW O c a MLEN.PL Y TA - TJ7- P N q ToTP TY - I TTA - V. 17.3u6 S Al nPrlit EHOIAE;t6o vnlasfa I1t. IPtb012 AERITAE LATRExE CAA{ 1C Lt. 30.0 PSF REFm *1#iPaRT AN7 N N EPP!!xor K tE1P0061O1t PD1 AxY ARN I NG IN HAMOLvw EAEc1(a #m 0 2/�6/97 EOVIA110N POW IRIS 0131411 DA 11f•>E PtC11WAIIOIR OR ALLY. OMCLNO. ME HIN-21 ar IPI. EEE THIS 0131" ,x1 � � TC OL 7.0 PSF QA7m IAlllftl 10 MAO I1t 10183 IN 90040000 x1114 MTM t1 101. 100 IOO11101u1 VICTN KAMK11/11YGIM ME � .•- Ar114 CWA&C M AM AXON 0 MA OKY. %MEL Kc11110 ASIN 0106x11112.W C"OTHEANIK txMCAWL TTP 8C OL 10.0 PSF )TIN (� O� Ato OR O txCtA1 AS■OK0- WRY OyNEctOM 16 L%11 VICE M C14PO SHALL K LATEN►!tA MACES WIN MOPEA - - Isaft ANO tPt1t0 OHtIANm\0941901 0*AN1 KINIR POO111dr LV Aluom RYxOW EH1"How, WTI" c1'OPO ETC LL 0.0 PSF fl11AOtKMO WAEES"""138 'IES O!MA-P.OEM"JEEAM"NES pili 010 V AI AS~A140 CCM.1lis•• Kg - STATE OF � TOT.LO. 4 7.0 PSF D/A GMOIM loom as PI101r31s0M K MOO t 143. AN INS A1NAI't A011K tt'tCHNICAL IIAAK 17/11171 FOA P010KA � V, 1 MAL ON THIS 9ApNMO APRtO2 TO 1K 1wdw ENT wicstO MEM MTWA A,AWlte.tlON_ PtA11091 A COPY K 1"t: O>Afl 0: OUR,FAC. •33 114 OWN, Ale OWL PDT tt WLMD OOH Ix ANY 904101 NAV. KOItx TO 11E 1A RS EPICtISM=10TNACIM. .,�I/11VEE�',.`" SPACING 24.0- TYP ■-- 1 r T 1 r H PREPARED FROMCOMPUTER NI -n m TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SOLI m 801 CHOAO 2x5 SP 12 UPLIFT (LB): 920 920 MESS 2x4 SP 13 BRG.LOC IF7): 0.00 5.37 N TAM DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT. (T)WITH DEAD LOAD OF 2.00 PSF 17OP1 ANO 1.00 PSF (80T1ON1. 0EFLEC11ON CRITERIA is L/360 LIKE ANO L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------------------ W )HIS GIRDER DESIGNED 10 CARRY 02-00-00 TAANING )C/OC SPLIT TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIRENENTS _j FROM ONE SIDE AND 26-00-00 IWAKS FRAMING TO BOTTOM CHORD --------N)_Grav}tY 1-)-Uplift FROM 0114ER SIDE. ----------- --------------------------------- WF UPLIFT PNM HAxx►1 N A RIGID CEILING OR CONIINUOUS LATERAL BRACING AT 24' O.C. H5 41511Jecks Only) I HUS26 - 4 PN2N75}1NGE-128R6#IIOd 1ply) MUST BE PROPERLY A77ACHED 10 INE BOTTOM CHOAO. MT312 - -10001 I HUS26 - 1 33151 -15500116d Jp)y) HIS12 - -200012 Each) NHUS48 - e 42991 -166001109 2ply) s' 1471288 - -37661 2 Each? (10d) HHM48 - 1 51801 -2000#116d 2ply) M11288 - -44951 2 Each 0 6d) NGUS48 ■ 1 66401 -21994116d iOd 2p1Y11 MST60 - -46,68N(Per 2P Iv) 11GUS48 - 1 80001 -2650# 16d 201y1 CS 150 1660#(Each) -- HGUS5.9--+113359 -3945# 3ply1 REFERENCE HOLMES LUMBER DETAIL SHEET fOR UPLIFT/HANGER DETAILS Z7 O 3 O 2'10" 2'10" 3 m U) r c 3 12 m 5 v m a0 6 'D • c W N X41111) 1 v g' O (n m Rv�l 200 N-3'EI Rv-10450 U-9201 1-3'8 U) O Z TP Lj TA 142 SE - 84 D P TVP.-ALPINE R -TP 1Y 1 TOTAL REV. 7 u6 CAL - D 6 1 � ux11M[cNOWEEx10 .naouai 1YC. i0"SSES PLOD-A! fMMT01Mt CAN 02/a6/97 7C 1.L 30.0 PSF REF m itIMPOR1AN11111.MyL"1 a Kso1111ewr Aa 11111 ARNING tr M«Aal-m 1nLC1TON Am `� o<xTaJaP r1m Wes 0141(m 1!1"ae vtculunalw a AM 1rAe1w.sex sTs r1 sx 1v1. sec rMs M. .�`; '•. 7C OL 7.0 PSF GATE 02/25/97 m xRuur Taa euro ue vx�s nr cswrarwx■r III AM os►w n TPI. FOR,aotnmuu srectn.ewavEr, nI►ecEra a .- O\\ \\v- AVJxa tweAcoExe 9w KIN■ Mi Eax.1414% �lerw AsrN 00114" i. "KESS 01►dntIP.tw1cana PM - C DL 10.0 PSF I)RWG A AMO NI 0 1mPE AS rq+ta. M!'lx COIMS ISM 10 EAd FK1 a MOIO 9JAll a LAIUMALLV M41tto Pe01 MBNA INA"AND IM1fS OngMIM LUPIED«Isis 011M "Mill*# LV 41111[0[0 PLIPM SWAIN". SO4w+Crim - 5e�9tt L` O.0 P$)= TOO WPIte:TNo If*01Mrvai kw i*Ir Said-r:upw OrAwAmpi rti�1 pftpmv 40ancl uPNb CtRift"III 31ATI Or =07.LD. 47.0 PSF O/A LEN. CDIOW IWOM1CAW~111414 M WA I Mi. AN fW1,00-8 AAAI! 19CMrACAL IIAOATe bitnll AAM VWK R '_ aeAt eN srtt MP"I►[Nt AMg11!!w 09 CIPAOM OLnctes MA[ AIwALL WKICATTOr. 1`01119H A IOM,or TME: 9'. 11R.FAC. 1.33 LIA Vllx AIO 1M►A1.1 Ilo7 K.1110 VOL LP WY WKS VA.. uslift w 1141 Tnm CAIGMH tmmm ITVI. 711E1T"'r` ��'•�„ ,.. PACING see above TyP COM TUU PA FROM R-INPUT iLDAO5 & DIMENSIONS) HT Y 'TI TOP CHOIR 2X4 SP 12 14 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SOC) m SOT CHOAO 2x4 SP 12 N UPLIFT K., 120 PLF dd WEBS 2114 SP 13 BRG.LOC TI; OVER CONTINUOUS SUPPORT N TRUSS DESIGNED FOR 100 NPH WIND, 15.00 FT MEAN HEIGHT W I7 H DEAD LOAD OF 9.00 PSF (TOP) AND 5.00 PSF (80110Nd . 0) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING. ku9/ 8E PROPERLY AIIACT£D TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPTCAL SIMPSON DR EQUAL UPLIFT/HANGER REQUTAE14ENIS LO 7141S OADLE ENO WILL SUPPORT UP TO 1.0' OVERNANO ALONG THE TOP (+1-GravltY (-)-Uplift CHORD. REFER 10 DRAWING GE-001. 61-002 OR 876 719 FOR STUD --------------------------------------------------------------- _ VERTICALS AND BRACING DETAILS, GA LE EkD HAS BEEN DESIGNED TO MMM UPLIFT Roo *1111 HANGER MMR TRANSFER ALL HORi7.ONTAL WINO LDADS INTO THE ROOF AND CEILING H5 - -4551(Jacks On)y) HUS26 - 4 275tO -12061 lOd 191y) fV DIAPMAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE NTS12 - -10001 HUS26 - 4 33151 -15501 1Gd III Iy) RESAOKIBILITY OF THE BUILDING DESIGNER. IN15 TRUSS WILL ALSO NTS12 - -2000112 Eachl HHUSAB - 4 42991 -16601 10d 2o1Y) �- SUPPORT 2'0' TOP/6011(IM SPLIT ROOF LOAD ON ObR SIDE. 14TT200 ■ -37861 Eech� ItOd)� NHU648 - 4 51601 -20001 1611 2ply) G) 14TI208 ■ -44551 Each 116d)1 HHCUS46 ■ a 66401 -71991 JOd My) THE BUILDING DESIGNER 13 RESPONSIBLE FOR 111E EAGLE SHEAR WALL 14SIGO - -46881 er 2ply) HGUS48 - a 110001 -26501 160 20Y) OES161L CEILING AND ROOF Sf1EATHING DIAPHRAGM CCOONNNNEEC IONS, AND CS150 - -16501 acn) HGUS5.5- 1113151 -354511150 30y) ------ ------------- ----------- ALL AUSS TO WALL CONNECTIONS. ----------- - --- - ------ ----- - -I REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/UTANGER DETAILS ;u FOR GABLE 57W VEATICALS. UNLESS OTHERWISE NOTE& O FOR VEATICALS LESS THAN 4W., H.15X3 ALPINE, 13 v9ppL0C ALL PLATES ARE (.SN3 EXCEPT AS NOTED. 3 FOR VERTICALS GREATER THAN 4'0•; 2X4 ALPINE, 23 WDOOLOC. 2 O r 3 m U) r c 3 IL m a 6C' � ;u U1 'T 2 ri ) U) Li �•I g• 1 O U) �1•4• g•g' .T. I'4" �� T1 R■129 Of W05'8• U) O Z U) TA T43 SE 3 3 P Y17 - N f■TP T.Y - TOTAL - A V 17, u5 CA -0 1) YO1K[A5tM11Ea 001ID11cT1, TAc_ IAAN95[5 1000u110e Iz+Acre c,a O2/?,6l97 TC LL 30.0 PSF REF m {� KIMPORTANTIf*wou AMn N MOIA &I Ton ART ARNING NN mommm ~Tm Am `t ^ (�. OLVIATIOM Irl"11+15 otif"w I%=Ir6elrJCAIjJ 0. "AM. IOAC1,6. at NTs-It IT IPI.me*040 N*SIGN .�`' '' TC UL 7-0 PSF DATE 02/26/97 fA1Llq!T*1VIL0 IM If"m 110 1CIMIA MAM*ITN Isla W 1101. PION ADDITIONAL SALttAL/eN+AAFN MUE*N0 n[ - � %- \\\vim A4#11e cau MCRPM D+A[Rag[r 1`044 wv. emn r[erno AGIN wlwo/Nu.VOLt1s M nVIA IMMIea W - - 8C OL 10.0 PSF GANG Ln A„4 IN S[AGER N NOTIO. AOR►t0111[�CTSns TO OAC++rA[t O OOV SMALL K tATIMALT/n,ca0 W"M MI3010 0.0 PSF J8E 711001 AMD%Mtn OIIPIOMT60 t0[ATrn IN T-Ka 11651114 POSITION \v,Ttw”PL M, SKATNIN[. 04,11010 awo TIC LL 11OAi0>riU IMa1IlA�11 tly NA 1 ISIiAPI.01,01}.>4TANMAIAO* IITI�/471111,1,1.AI 7+0109 IN41a unva--ie! STALE Or t01.L0. 4 7,0 PSF 0/A LEN. "V CWG M WAOLICM4 MWISMO M N00 f WT. W IAOUMM'S A102M TCOWSCAl VOwIM 01 VOII FOP ANDRn - V ar*u !: Urn a 7N11 OA4PTM5 410/1 as w ANt 1114rP411Af DVICta NOK alOAlt.AML[e►i NIM. ANIMIIAN a car s 1.111 Q : (T17H.FAC. � •3 3 OR w1`, Ai1a IrAL�145,1 k xLleD LOOT to AMT 014104,1 NPI. 0[STNiN T/Tr[tPIeM 61[CTTa c01ArNAeroM. ��'. MEE54s •` SPACING 24.0" GAOL ., ,t r r . ,,, .1.A`' TYP ( THIS PA FR13M QQWUTgR INPUT 6 WMEUSIONSI 3MITTE0i 'T1 lop CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) to 00T CHORD 2x4 SP 12 N UPLIFT (LB): 200 200 NESS 214 SP 13 BAG.LOC (F f i• 0.00 5.37 TRUSS DESIGNED FOA 100 NPH WINO. 19.00 F1 MEAN HEIGHT IU NI1H DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (801164 � DEFLECTION CRITERIA 1S L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING Al 24' O.C. TYPICAL SIMPSON OR EQUAL UK(FI/NANGER REQUIREMENTS NUS1 SE PROPERLY ATTACHED 10 TME BOTTOM CHORD. 1a)-Gravity H-Uplift _j --- --------------- --------------- _ T114 UPLIFT 19R 114 HANGER 9i{ H5 • 455#(Jacka Only) MUS26 27511 1296# 10d 1pIy) fV M1S12 - -1000# M026 • { 3315# -1550#M< 160 1ply]] MT512 -20001`2 Each) H1S48 • a 4299# -16601 10d 201y) �- M1129D - -3706#12 Each) 1100) MM A48 ■ { 3180f -20001(16d 2ply) A MT7299 • -44551 2 Each) (16d) HOUS48 • • 66401 -21991 10d 2Dly MS160 • -4006f(Per 2ply) HMZ48 ■ i 80001 -21 16d 2ply � CS150 - -165of(Each) F HGUS3.5- {113351 -3s45i 1160 3plyl --------------------------------------------------------------- -n REFERENCE HOLMES LUMBER DETAIL SHEEI FOR UPLIFT/MANGER DETAILS X O 3 2 O r 3 2'10' •}- Z')0" m U) r C 3 tT) ITT v 12 a ;u 5 v U) 2 8. O U) Rv-3165# U•20OF 10•3"8 Rv=3651 U-200/ N=3"8 ;u U) O Z U) i s p pA T41_A Gdd �= P OT TTA R R V. 7 SCALE - 84 D P au•etA i wo" roamer[, txc. rotASEts aeouiat 01AIRE elkat 0��6�97 1C LL 30 .0 PSF EF m 2 ItIMPOR7ANT +�,,,Itt Ilo.{�avaE�ettt EK.N. ARNING IN 1 ►,N0. IyKtTION ,� avt41I1N MIN n.0 K14CV m*49 WVCnnATT" or AW VAMIGIO. SEE Mid#0/»I.tl[t>rf!�M/b 9..40 " 7C DL 7.0 PSF DATE 02/26/97/ATiVIN Ti MOM Tw TRIM IN Cp/010100 111916/9 V MI. r01t WOtr10MR SPICIAL OOMAL[Wt MACCMO tEALAtiI{C{AIKCT4A6 ARE Ai1E Of SpA 4ALa. 94U.MEt11N1 AM 1YPAINt9/S.MISS OVILaAT1t TNIICATfK rar - BC DL 10 .0 PSF ORNG AIO{R i lAtENr AO AAIIE4. AAqy PiiICC70A0 10 EACH fAti M LIIOr10 S14L1 K\trplgLT 4AAGtD ATTN MAOPCR -Tom A10 MISS OI,tA ISN\aaao M 1916 xit1,A. I`p111011 LT AT1ACr40 PLVWM SWAMPS. aa1TaO caroC LL 0.0 PSF 198 14"001WOW pwrKa> .IO0 It IWA.r.IKI!NK RAM M WItN 000ovkr 41TV'K.4 WIN(4"" 144 T47.0 PSF0/A CEN. cw*ft wawuA t 04"IStaw v am i Tri.Aw 1NSIAiEA•6 &Wow secow{AL 1l4A1{ t*iv4w AOR AA0 A �WAX a9 M14 1R\rull AAaLlls to uli eavaAENr nEwerEi 14At 9"WL AMAL1uTTm.rVW"A can,or AMS DUR.FAC. 1 .33 lot AA.1. Aro Awt►Mf t Anxo up11 M ANr iwal 1Ar. atstaN m 1w "MI tAEenaN ta9rweliA. 1SPACING 24.0" TYPE CQ � • 1 1 F IA � ' 4- kMUQ GUS THIS M P!ZPAREO FROM COMPU7ER INPUT LOADS10 UORIIIED BY IVAMS KFA, M TOP CHORD 2x4 SP 42 N PROVIDE trIF1 CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) m BOT CHORD 2x0 SP 02 N UPLIFT B): 200 240 to WEBS 2x4 SP 03 BRG.LOC T1- 0.00 3.75 N TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, R) WITH DEAD LOAD OF 5.00 PSF 170P1 AND 5.00 PSF 1807TOM1 . OEFLEC110N CRITERIA 15 L/300 LIVE AND L/240 TOTAL 1.00. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24- O.C. TYPICAL SIMPSON OR EQUAL UPLIFI/HANGER REQUIREMENTS MUST BE PROPERLY ATIA04ED TO THE BOTTOM CHORD. 11)-Grevlty 1-1-Uplift ---__—MMM------------ --------------------------------------- SPECIAL LOADS UPLIFT see 1 see HANGER omy �- ----------------.-------------------------------- H5 ■ -4554(Jecks Only) 1111526 - 1 27511 -12861(1043 1ply) TV TC - From 74 PLF at 0.00 to 74 PLF at 4.00 NTS12 - -10001 1 HUS26 - 4 33154 -15500(16d Tply) BC - From 20 FLF at 0,00 to 20 PLF at 4.00 MTS12 - -20000(2 Eachl 1 HRIUS49 - 4 4299/ -t5G0#(l0d 210y) �- BC - 699 LB Concentrated Load at 2.00 MTT288 - -3786# 2 Eacn ((1041) NHUS140 - 1 518D# -200UI 00(160 2p IV) MTT288 - -4455# Each I16d11 HGU540 - + 66400 -21994 000 2ply) MST60 -4688F Per b lyl 1 HGUS49 - + 80001 -2550#(154 2plyl CS150 -16501 achI 1 HGUS5.5- +11335# -3945#(16d 3plyl -------------------------------------------------- -------- m REFERENCE HOLMES LUMBER MAIL SHEET FOR UPLIFT/HANGER DETAILS ;n PROVIDE HANGER Al RIGH1 END OF TTtUSS FOR 495.22 LBS. O 3 O r 3 M U) r 12 c 3 5 m M -a 0 0 ;i N N C U) UI AJC) In1 E 1 B• O Ul 4` n 6990 1.5x3 In O Av-5800 U-2400 x=3.0 R*495# v+2400 z U1 i TPLI,A >• T 9_ P UJIGN -IPI TY - TOTAL - V 7 SCAL i 9� 4 3) ` upaw kmpAme on0ulltlt. WC. elMAats OEs1/1ME UITatMt CARE Q2��6�g7 743 tl 30.0 PSF EF m 111�1PONTANTJ4l1 trust Net n Maerasee►a 1t1111ry WINING 111 NWOttMq 1RCttsM 1►q 9er1At10N rear INtf 0g14N011 ti4at aiKp1C11PoM. 0111041 ewetle.ace Nee-9t aT rre. xt t»Tl/es19N .� �,' �, TC OL 7 .O PSF ATE /26/97 V A\ CaTtYK 10 NHO Ill!!clef IN[/MIOry01NCa WTN EgiA tT tll. /Ell IOGItIO1N�I 3P[CtM.�epr!IrlNt MCI"a! 1�tvila CaKaeTOne mt wa a 1 BUY.aatl wlr1NE NEt+I tu1RKeTs. 1lLE!!ttxEnwll 1MpTCtTEq lav - BC DL O.O PSF ' \V\ AAa w It tOCf�T tt lbMa.!A/Lr tgMltt.WA N�)OE r/Ce p tll0s0 ex�u R utE1Mt►r UtlaO xltM►PpD{IF - 1111M me tl's,Els e1r1/M�M ttesrw eM idle 91110% OWttt011 tT ATTOCNO KrM00s 114A1111!ls. 0010011 1/�0 r bee BC LL 0.0 PSF tJ9E 4pwcc 1111,"R 40041111"!si.NO 9 Meat,t"NK yn"as we"K-w^'4Tiw44-xt"s cmttl11t--aB a1A(a'Ot _ EOt.iQ. 47 0 PSF 0/A LEN. OBOVO 11/irAKletC RVVIMM er 40 a Wt. M C11tME411'9 A tW 11t1N1a4 11rMIt /41"11 1011 IA UP" ![/L 011 TK[9 ==1411,110 11/11110 rrtis9 is we awww"K►telim law WrM U OpKiCtTtaw.p/MIa11 A tear?TMT! OAI411 a'�` 1-9M►r 010 9wltl 101 n ,110 Not 111 OR GINEO IRV. *M10I H IK TO�M 1RtT1411 r,W011rC1M. �.f Ac. 1 .33 '''�,i +` SPACING see above Ty M0N0 jHjs OW2. PAEFAAEOFROM COMPUTER R I f0 BY MUSS NFA{ TOP CHORD 2N4 SP 92 N PROVIDE UPLIFT CONNECTIOH6 AT BEARINGS AS 1NOICATEO. (1841 SOC) m BOT CHORD 2x4 SP 02 N UPLIFT IL8): 230 200 200 wWEBS 2N4 SP 42 N BRG.LOC (FTI: 0.00 7.00 7.00USS TROESIGNEO FOR 100 NPH WINO 15.00 FT MEAN HEIGHT, N R) WITH DEAD LOAD OF 5.00 PSF [TOPS AND 5.00 PSF IBOTTOM) . DEFLECTION CRITERIA IS L/300 LIVE AND L/240 IOIAL L LOAD. ENCLOSED OR FULLY OPEN WILDING. THIS TRUSS WAY NOT BE LOCATED WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTIMOUS LATERAL BRACING AI 24' O.C. --------------------------------------------------------------- (D [M MUST BE PROPERLY ATTACHED 10 INE BOTfO14 ORD. TYPICAL SINPSON OR EOUAI, UPLIFT/HANGER REQUIREMENTS -i --la)-GraVllY 1-)-Up)Aft ----------------- ---------------- --------------------- NNN UPLIFT Nen I MNt HANGER MNN IV ■ -411511JeCka Dn1y) 1 AM5 - + 27511 -12068((10d So v) M1S12 -10001 I NU526 - + 33151 -155011M loly) ~ MTS12 - -20000(2 Each) I HHUS48 - + 42881 -166011104 2PIV) ul MIT268 -37860 Each) 5100)1 lWUS48 - + St801 -200011166 2R1y1 MT1206 -44550 2 Each) 16dll HGUS48 2f9 - + 66401 - 91110d 2gly) MS 160 - -46881 iter 2p 1 Y1 WAIS49 - + 80001 -26501 116d 2p i y) CS150 - -16501 acts) 1 NGUSB.5- +113351 -39459116d 3aly) �r ------------------------------------------------ ------- ;1 REFERENCE MOLNES LUMBER DETAIL SKET FOR UPLIFT/NANGER DETAILS 0 PROVIDE 1 3 ) 16d 70E-NAILS AT IOP CHORD. 3 Rv-2231 v=2001NAILEO PFOvW-*i b-MM096-s AT 60110" CHORD. _ 0 F_ 10'll"4 3 m U) r 1O c �+ 3 12a6 B"2 � [U c m U1 U) 2114(Al) T �1 312 e. 0 U) �--114' 7' n i, qv-dSBi t3-R3i M-3"B X In 0 z Ln TPAG.-IT7-A �iP O1 - 7 T lA - V 7.3u6 SGA£ . B46 3) KPTNI E141KIPOW PMMIL IW. Imul KWMe IrIRVS CAR[ 02/ 6/97 TC ll 30.0 PSF A1_F m t .IMPOPTANI91isIMLLwI w rasloestaLI Oa nlr ARMING rer --101 m IKenan noa u}ml~a»OEIT"on 1131 sreelnC41tow orl aw awellr.iac Mle-s1 sy rn1. ur oua%tale. .�` TC OL 7 .0 PSF A7E 02/26/97r4ltm T1 wdt0 IK 1i! IN aw0ju t4 rtyn olrN tr evl. fan.001T311" SPECIAL PKNWA4nr MlCIM At OAP114 colomim an Foot or 10A CoLl. greet Patilm A11n alllrlPRTt.VOLaO frPemm utllearia TOP - - 8C OL 10 .0 PSF DRWG O4446 a f VMI H Pfrlf. IPPLV CO"C"M la IACM PACT V CMW 1MPit ee LATINAtlr"Am Pry TN room - Terea INo INLtas nucarlm LocARla of rNTs eeeleq MaelTOsM ►r Arr4nc9 PLrraao Y1lARPINs sorTea cxaro r?eoe _ CLL 0 .0 PSF BEG W*40WLO5n"WIP4e I7L Pf s 6§44-4.rulan*T4aao JIT1R PMPM'f AITAVU f1i1f Cf1tMf -Ks slue as TOT.LO. 47.0 PSF 0/A LEN. iop"wlimicaut Pliotelbq K AOf 4 IPI.An paximan-S nrTrl fitow an %MARC iMIMI'arl fan nflPln t�pra MAL ON mt Olnu/[In/.glal.�RPRt aaraMlur a�IMtf wit amnALL IPKICAR 1 .33 la.►IfN1Y1+CO"CIPT aP Tlnl Q' OUR.FAC. lit%Oar Alli YPLL POT K n1►140 VOW In IMP 6"fit off. adIYR 10 146 MISS%WlF M CPMACTM. ��•, �JE� ` _, M P„ , SPACING 24.0' 1Y E JACK Dix. 17-03661 4 THIS PA F N T R 1 A H t 1 v A -n m TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICAIEO. (1991 SOCI m BOT CHORD 2x4 SP 12 N UPLIFT tLel: 200 200 200 MESS 2x 4 SP /2 N BAG.LOC (FYI: 0.00 5.00 5.00 nj TRUSS DESIGNED FOR 100 MPH NIHtO 15.00 FT MEAN HE[GH7 � WITH DEAD LOAD OF 9.00 PSf (TOP{ AND 5.00 PSF MOTIOMf . DEFLECTION CRI1ERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS NAY NOT BE LOCATED WITHIN A 4.50' ENO ZONE FRON EDGE OF THE ROOF. ` A RIGID CEILING OR CONTINt10US LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- CD MMY BE PROPERLY ATTACHED 10 THE BOTTOM CHDRO. TYPICAL SIMPSON OR EQUAL UPL1F1/NANGER AEGUIRE14ENTS fl)-Gravity 1 ) U01111 --------------------------------------------------------------- MMM UPLIFT Pro Pox MANGER 4M fU H5 -455s(Jacka Only) HUS26 - O 27511 -12861 !Oct III Y) " MTS12 -1000/ HUS26 - ► 33191 -15501 l6d 1ply) MIS12 - -2000112 Eachl HHUS48 • + 42991 -16601 101 2ply) m M11268 -37861(2 Each) 1106 HHUS48 - + 51801 -2000106d 200 M71268 - -4455112 Each) 116011 HGUS411 - + 66401 -2199111,d 2p)yl M5160 -46881 Wer 2P)y) HGU540 - + 80001 -200111d 2p 1 yl C5150 - -16501 Eech) HGUS5.3- +113351 -39451(l6d 3vlyl -T --------------------------------------------------------------- ;I REFERENCE HOLMES LUMBER OEIAIL SHEET FOR UPLIFT/HANGER DETAILS 0 PROVIDE 1 2 ) 16d IOE-NAILS Al TOP CHORD. 3 RY-1901 U-2004NAILE0 PRWD§0j ?JJ20*"KEtk(L5 AT 9D11OH CHORD. _ 0 r 3 10'1'4 m tn U) 1V C ' 3 12 m 5 © 9'2 2 � tU N N C 2IN(A.11 (n T �3 E. i 12 0 (n ----1'q" J' ----•� n Rv-368! U-200f W-TO (n 0 Z N �Aj.RY` A£004g - A N TY 4 TA 4 7. u D N R T- 17 uP1M Im"Wim rntliA7Tk tftc. M44"OEOtew ENTAENI CAPE 02/�fi/97 TC Lk 30.0 PSF R£F m { *IMPORT ANT***"L Aloe n mtwom L1 rat we MINING is sAMXth% IMEMO. .xo aenOttaN War n� otuOs tw Tr{sE sserriuria�a a+Osr eO+cao.as vrs-st sT rrt.aEc T��sten■ .�`�" �,,.1. TC OL 7.0 PSF 1) 02/26/97 m Imur to Onw 14 MASS IM go. aM"m Tn1r ftTu w»i- rat MOUtat fntctK plummu T ametw K - +lam - � ALPINI feMftlm an M�IF am atkv.AML W11101 ASM attam aa.twists 11"Com E twxnta 1oP- - - SC OL 10.0 PSF ORWG CD \v\� U48 6a s 19MI At Naito_.wt.►CowcTee ro Ices r.a ar COM Ows►K tAlOWLY waa WN MWER 0.0 PSF BEG UPM Ass wast P R91%tOCAM6 a V"S VEIT" PNlrrat tr Arrurao PLVMW WMA t1 PAt. OOT We meas s9ao6 8C Lt_ EpOtcTors neo oO+au�ga ue, t30 a Ma-►.vaup sinew b1lw NreS+aO atupas rasa nous- xt ITATE Or - TOT.LO. 47.0 PSF 0/A LEN, em"me wollektome"won"r wall t 1". w blak ills ALrtiNs to mXAL Na41s tr^/v raw.naw:- os •; MAL aN"a all"I is urL su a nS Cu-Orart oc►terto NIw a"&L MW Wades.rse-tsM Awn v Tots a H1I Q DUR.FAC. 1 .33 N ar r, 00 esAtt 001 w iium tear IN Aq/o1eA N►r. DEstes w U4 Wool am mm CosmAcnt. ArEE ' SPACING 24.0 TYPE JACK r.- r tl 1 ,,r'r�r �,�,� V -n1 TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBCI m 801 CHORD 2x4 SP 12 Ai UPLIFT (L01: 200 200 200 NESS 2>t1 SP /2 N TRUSS DESIGNED FOR 100 MMP.00 HH WIND.015.00 FT MEAN HEIGHT, N WITH OEAO LOAD OF 5.00 PSF 110P) AMO 5.00 PSF (80110M) . DEFLECTION CRITERIA IS L/360 LIVE AND LAW TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIG10 CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/MANGER REQUIREMENTS MIST BE PROPERLY ATTACHED TO THE 60TTOM CHORD. 10-Gravity H-U10111t rtln UPLIFT Mt* N;A HANGER *N4 ' fU H5 - -4155/(Jacks Only) I HUS26 / 27511 12661110d 1plyl MIS12 - -10000 I HUS26 ! 33151 -15504(16d 1ply) M1512 - -20000 2 Eachl H14446 - / 42990 -1660#1104 201y) M11288 - -37860 2 Eech) 10d11 HHUS40 1 51600 -2000#1`166 2ply) M17288 - -44530 2 Each) 116d) HGUS4B - 1 66401 -21994110d MY) MSIGO - -46881 er 2ply) I HGM411 - S 60000 -2650#116d 2ply) C9150 - -16500 Each) 1 HGUSS.5- 4113351 -3945106d 3ply) REFERENCE HOlME6 LUMBER DETAIL 5HEET FOR UPLIFT/HANGER DETAILS ;u PROVIDE ( 2 ) 160 TOE-MAILS AT TOP CHORD. 3 Rv-681 U-200/NAILED FAOVIM l 2 1 16d TOE-NAILS AT BOT10M CHORD. 0 m 9'3'4 m 1n WT I ., o r .. C 12 3 i` 5 f.:;- 2X4(2X4( 191 � � C En a v 8 �3 12 0 En ------1 4 3' n Rv-290/ WHO N-W8 Rv■23# U-200MAILE0 ;u 0 . - z cn P - T 9— P R T - TOTAL - A V. 7 3 CAFE '-t!'1151 O4 D Ry, 1 0 GN T t � ALAIle 04101100 000x74, INC. - IRMIS P dow 1xiPele Cut 1C LL 30.0 PSF AEF m (�(� ITIMPOAIANT NJI mak motou wffl au ran INP ARMING in PAMaetme, iftoo N Aw 02/6/97 RYlpla FPor INr aeat6N 4N Nes[irtNu4Tloxe In ANT 6nAeINt. PtE xts SI Sr tPI. TEI tNI6 OpIGN ,• � TC OL 7.0 PSF GATE 02/26/97 m PAIkM t0*PILO IN IPtAO IN 912WOR IMIL 41 IN 0TH M M. 640 ANITIMAL SPECIAL PEMOAM W NIACIN PC N CLP[NA CaMMrrwr AN[ua OF NO 44LY, uep StaTMe.aw AN41,04M. WILM nPQPV1K 71106olft too - - 9C OL 10.0 PSF OR111G m O .4 M e"CIP1 41 0010,09. AMP C06RCTile N INN PAU OF C"M MALL IN LAWK0 94ACEN NII"PIW o TIDAL Aro W%ISO r1/e•VILL 1.eC4lls 6N TO"091,4 PNIF49M Lr AfTMOEr PLVMU SMEAPnt%C 601001 0010 S'!a°B C LL 0.0 PSF BEG cerPaeTes 6ttrr rUNINOa RTL r%e IrDA-P•aceta OtA161M1D0 rsPv nNPr�<t 410AC/o0 NSIO CAI►ws^411 STATE or- .s TQT.LO. 47.0 PSF /A LEN. . -~moo 6t im a wt. AN rA0ww v A01me.TILTN an~r tiAmll F0i PNSIeR ' �; xA►M 6NI6 SNArMa APrLte6 1e At asPPdew1 aPIrTe6lea dpTlAl<A/NL[CAT[00. F6PNpN 4 COM ea P"II L®NFjO Q DUR.FAC. 1 .33 IM MP Alo 11WL MDI N PIL IlO 1/01 IN/taP OMA NAY. OITYa t0 T•@ Tpllp IPECI[ON C6MIIYC101. P , , �•., `'� SPACING 24.0' T P JACK i 1 PA Fq R M T1 T m ' m TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CDNNECTIONS AT BEARINGS AS INDICATED. (1941 SBC) td GOT CHORD 2x4 SP I? N UPLIFT Vl: 240 200 3090 NESS 2t4 SP 13 BRG.LOC [FF I1: 4D.00 9.90 9.90 4.90 N TRUSS DESIGNED FOR 100 NPH MIND. 15.00 FT MEAN HEIGHT OT WITH DEAD LOAD OF 3.00 PST ITOPI AND 5.00 PSF (60110141 . DEFLEC1160 CRITERIA IS L1360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILOING. _ -----------------------•---------------------------------------- ]HIS HIPJACK IS DESIGNED 10 SUPPORT A CORKA SET MIIN 07-00-00 IWPICAI- SIMPSON OR EQUAL UPLIFT/NANGER REQUIREMENTS (D SETBACK. CORNER -ASKS NAVE NO MESS. 111-Gravity 1-1 vollil --------------------------------------------------------------- A RIGID CEILING OR CQNTINUOUS LATERAL BRACING AT 24' O.C. NNN UPLIFT rvl, Nat HANGER MMM N NMI 0E PROPERLY AllACNHO TO THE BOTTON CHORD. H5 -455IiJacks Only) HUS26 - 33151 -15 4 501116A 1plyl 11151? -10001 HUS26 MIS12 - -20001 2 cacti) HHUS40 - 4 42994 -16601110d 201y 6111288 - -37661 2 Each1 (10-11 IIHUS40 - 4 51801 -20001116d 2aly) _j 6111200 - -44551 2 Eschil1601 HGUS40 - + 66404 -21991 JOB 2ply) 14SIGO - -4608/ r 2p1Y1 i HGVS4B - 4 000OI -26'501 160 2p1y1 CS 150 -1651#0 rch1 HGUSS.Q- 4113351 -39451116d 3p1y) ---- ---------------------- -------------------- --- --- TI REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HAMEA OET AILS 17 PROVIDE ' 3 1 16d TOE-NAILS AT 70P CHORD. 3 PROVIDE 3 166 ICE-NAILS AT 8011011 CHORO. Rv-2034 U-30900NAILE0 Rv■41691 U-200/NAILED 0 r 3 10'11'7 m 1n � 3 � m m 3.54 v 11 W2 x4 -� N C U) m U1 2x4(Al) 1 ,r 12 0 1n --- Iio•to 9'10.13 n Rv-3W# WOO N-4•IB trl 0 z u� -ALPINE DE§IGN A4A > EDTTP TTA 6 SGAEpD LMNt PORPOOla "W CTI, INC. INUMA OEODIII IXIK L CAR m 1e1MP0ATANTlt11 aw\L Nor w.cSr1�.,su rOo.Nr AF1NiNG Trr w1oLTve EOEGION 1►o O2/�,6/97 TC Ll 30.0 PSF EF r� OeTuuan 11101 twTa 1!11461 oN IK4(lrecNa,u0A01 MAIN en+uNo.ua NIs-Ss w IPI. uE IK1 oe110N .''� ;.,� 1C DL 7.0 PSF AN 02/26/97 m \VA\ rAillAt Is 101111.10 T1, Tsuaet H+1014,Boom MINI w1w Sr M. rip A4011I01+1Y SPECIAL r1axAN[Nr aA1CINE� Rl O� ALPINE as+�CTsta Baa Nu,1 w :00.11\..Sun lcanw AlIY auTSENe1ns.VKasa onaNNl1E ,No,eATEa 1w - - BC ITL 110.0 PSF ORNG �- A4U 011 1 01al1 At 10111. ANLT 94001041111 10 ISM PACT a DIM 1NALL Or LATCOALL/SPACED MITN PPOMR TOM AND wast WKAN101 9e9+\1O a1 rrro KSIGK 1a1r1a. Lr 0TIKKa PL MOOD WaTNI+w. 001T1N bom _ , C LL. 0.0 PSF BEG COM�a1dA1 01111 om*Ms rm m 0 IMA-1.SIMON 91110.10/ MITN PO1P11 lw ATIAtlfO*1411 CEILING--1Sa SOATa�aF - = - T07.LD. 47.0 PSF 0/A LEN. W mt T1 ommos•""Nor"40*1"4 Orr.-fb��ilm I Ai."*'?*WT A 0T1A1a li/)nn too 0"m v, a !EA\ OM I1Ul aRAMTNI As1I Nf 10 n1T C0W"w NPItl101VE ON�IIIAA.APPLICATION. HA01IM A 1,orl 0►IMI! aR,CI Q: MA,FAC. �+� CN r. ewAa 401 M 100,uwN IN AXI WHO NW. ap TO TN RT{R1 MKT1a aOriNACTp. {a „��'� SPACING see above TYPE JACK I 1NM, djPAaE2F _jLOA N TT rn TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEAAINOS AS INDICATED. 11991 SOC► b7 BOT CHORD 2x4 SP 92 N UPLIFT 0.61: 200 2400 200 WEBS 2x4 SP 02 N 6RG.LOC (FT): 0.00 5.66 5.66 N TRUSS OESIGNEO FOA 100 MPH HIND 15.00 FT MEAN HEIGHT 0) WITH OEAO LOAD OF 9.00 PSF 1141 AND 5.00 PSF (80T1064 . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL tOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------------------------------------------- THIS ------------------------------------------------------ LD SETBACK. CORWEROESISNETOIATO NO N�9,A CORNER SET WITH 04-00-00 ►VPICAL SIMPSON)OR EO`AL UPty LIFT/HANGER REOUTAEMENIS lift A RIGID CEILING OR C01TINUOt08 LATERAL SPACING Al 24' O.C. MF UPLIFT Nm* IIIM MANGER iN0 HAST 6E PAOP£RLY ATTACHED 10 THE BOTTOM CHORD. H5 - -4550lbcki Only) HUS26 - + 27511 -128611TOd Iply) .. NTS12 - -10001 1 HUS25 - + 33159 -15501�16d 1plyt M►S t2 - -2000!12 Each HHU546 - + 42999 -18601 Hod 2ply MIT200 -3786 2 Each (10d) =3440 - + 51601 -20009(l6d 2oty1 m Mfr2S8 - -,4591 2 Each) (16d) H6U540 - 4 66401 -21990(101 2Dly) MS160 - -468S01Per 2ply) HGUS48 - 4 60001 -2WO1116d ?DIY) C S 150 - -1650I(Eat IT) HGU155.5- 4113351 -39451116d 3p l y 1 --- ----- --------- ----- ------ - —----------- AEFeAENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS O PADVIOE ( 3 166 YOE-MAILS AT TOP CHORO. 3 PROVIDE ( 2 16d TOE-NAILS AT 801 TON CHDRO. 2 Av-t711 U-2001MAILEI) r 3 m 2, 6.5 to C r 3 m 3.54 p � o Ea N N �7 C In N 2 0 to ' 2 • ---------i'10'!0 5'7"14 Av-1230 U-2001 M■4'16 Av-135/ U-2000MAILE0 to O z cn O r P l 1-A T- 7Y - 3 TTA - V, 17,3u6 � -0.8 84 m -o D 4LnN t1a1M01110 MI9lN1CT1 INC. it, PA1+ss. lana cAaC 02/76/97 TC LL 30.0 PSF REF m . 11 TMPQATANTITM r4M►MeT 9e N1llvnla�FaN AMr AFlNL[�tG 141 wM1tI1M. ewllmr hNo G) QLVIA1-AN FINN MTs QnW4 ON 1"MRIIINTIOMk OR MW 194C1M0.GEL NU•01 N VI. Mt 1"11 USTCM TC OL 7.0 PSF TE 02/26/97 t FAIL4K N 9WIIo 114 IVIM TM UWUNINKEN-M QIM IT TTI. 1"AW111Y1NL WMAL MWOMMt NYCHM MEALPIht EIMECIM WE WM V IM FMA.I=K004 AM GUTNEK100. N14db oNMNNIX TMICA14% TW _ - DL 10.0 P'SF ANG A N 4u0 0 0 U11PT SO 0110- hMI 00'9409ft 111/4111 FAU 0 OSNO iNM.I k LATthAk"11"CEl 9111 1-10101 - A t14j"Aho 114114 aNP1414E 4OCA00'OM THIO OOUf1L 901E+1Cfl V 4114040 I'VIOW IMAINIMa. 101701 amm M� - 8C LL 0 .0 PSF JBE towc?"m PEN 01AiNIMI 174 PIl 1 1414'#. muk t1AgAme NI MI FNOIOtN AltACKAl mills CEtlP4T__+t>f ; ATE oP _ TdT.t4. 47.0 PSP 0/A Ll`N. 1911+0101 NlP9LItA&A w10"014 Ef AA 1 1/1.-NO 000111111's VOdI MMWC*W"M IYOTNI N 1111 FYIo1lIt * /4p M fWj&VAIFINO 4FN 111 10 Mt C0-41011 NPICIn Max VXA^L UFtX4?M. F09111N A OPT W IIAW �0P �:� 9911 147 910 iMM4A+417 N ML 10 N OT119A WN 1011414 N N4s114Ec11 W119.CTM. '•,�1j lHfE�.�� S 1 .33 .,. .,• SPACING see above I YES JACK i T TN ?P, ?AR' M i R A N M 1 m TOP CHORD 2x4 SP 82 N PROVIDE 13ALIF1 COMrcCTI0N3 AT BEARINGS AS INDICATED. 11391 SBC) tb BOT CHORD 2N4 SP 12 N UPLIFT j0� 1: 200 200 200 WEBS 2x4 SP 02 N BAG.LOC (F T): 0.00 2.00 2.00 (V TRUSS OESIGNEO FOR 100 MPI! WINO 15.00 FT MEAN HEIGHT (J) WITH DEAD LOAD OF 5.00 PSF (IOP` AND 5.00 PSF (BO11W . DEFLECTION CRIIERtA 19 L/380 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -----�-- -----------------{ 1■UDI--L---------------------- (D A RIGID CEILING OR ONTINUOUS LATIAAL GRACING A( 24' D.C. TYPICAL SIMPSON OR EDUd1L LIFI/HANGEA REOUIRENENIS MUST BE PROPERLY ATTACHED TO TME 60110M CHORD. M-Gravity ------------------------- ------------------------ KKK UPLIFT sk* NMN HANGER NNN ' N H5 -4551 Wacke On)V) ! HUS26 • 27511 12861 lOd So .. MT912 -10001 W526 - • 3315# -15501 164 tply MTS12 -2000#12 Each) HMN48 - t 42991 -16509 10d 2ply m MT1209 - -3786#(2 Each) 1001 MM48 - 4 51800 -2000# 16d 2ply M11288 - -44351(2 Each) i6d) HGUSAO 4 66401 -2199/110d I ly NS160 - :4688# or 2p1Y) HGU848 ■ 4 60401 -26501{160 2ply1 CS150 - -16501 ech) HGUS5.94113358 -39451{1611 3ply) -------------------------- -- ----- ------------- - ------- 'T REFERENCE HOLNES LUWBEA OEIAIL SHEET FOR UPLIFT/HANGEA DETAILS O PROVIDE 1 2 1 T6d IOE-NAILS AT TDP CHORD. 3 PROVIDE ( 2 1 16d TOE-NAILS AT 8011OK CHORD. 2 O r 3 B' 10'4 m N r C: �+ 123 N 5 © IV m M —�— 2x4(At) ' c s' U) U) ( O to ---------I d" 2 � Av-264#Y)■2008 WR3"8 Av■130 11-200/NAILED Rv-121 U■200#14AILED () O Z U) • T -) O—ALPINE 0) xr"'R twllNtegf PNaa,em rse. - ►aAscn 066001 fompt an 02/2,6/97 TC LL 30.0 PSF[ATE F m ItIMPORTAAlT11w lTNtL r�T K AflParf:I►t ra+Tx, ARN1(VG tN +wALtN*. I tcrm» Aw [� a"AIM FON MIS MIT""1r(te UMFICNIM^ ar Aw a.ene.SIX we-so"wt. tee THU NOUN �r'"' r '''� 1C OL 7.0 PSF 02/26/97 m rtauNt Ta wa.R rK*nyst W saaaKnNa xttN nes n wt. toN+xa TtouA sstetH w +n[wa t�cIN M � 6 :rrlTa atncateNN NNe e*at s vet*/dtv. IML Ttettao maim fearENEwq.asps alrlla UE tatcATEtt TV - 8C E1L 0.0 PSFWG *4q t11 f eexsr a Neua. v oOurtctaNf a fTfir rTtl ar drONe ewu t LErCN*LL.M*CEO Nt1N.artPlT[ 0.0 P5F J8E MW AM IKiea aPETrelfe UOcuTa fn 015 01-1340* 746111017 ►r 61TACKO KONG V4ATHIM. "?Tar came �� LLcmrxcae nos eMNdfiel 1x UP 0 twt-a.as""lar" NI a '"TN*NtgRr Alvm p Trate ctwrw--Mt yi*tE QT - 01.{fl, 47.0 PSFA LEN. eelttf T26MCAL WMIC p/71111 rM rAUM ie*t EK Tins MU04 OR 102 10.«f 0 POM M MP3CIft NEW WMAL WKWACIGIC rrNwtmia TNrN °fia DUR FAC. S .33 IN ON►r. 1N0 s10AL Eat K WLIMI 9M 10 ANN C! A wT. ttal*N TN THE /Avsf tNEC1NN COMAICIYT. '• J� 738' `�,�t SPACING 24.0" P JACK r 4 THIS N PREPAREO fAON JUMPUIER INPUT A NN T T T ►OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONMECTIONS Al BEARINGS AS INDICATED. (1991 a m ROT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200 by WEBS 2N4 SP 02 N BRG.LOC (Fll: 0.00 4.00 4.00 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT N WITH DEAD LOAD OF 5.00 PSF (TOP` AND 'l.00 PSF (90TRW . OT DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------- ------------------------------------------------------- 4 RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24' O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER AEOUTREMENTS CO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOI10. (+1•Grovlty 4-1-t1011Tt 'J NNN UPLIFT NNN NNN HANGER NNN 1 a55a(dacks Only) 140526 - + 27511 -1286111Od 1p(y) 111312 -SO000 HUS29 ■ + 3315T 15500 16d 1plyl 14TS12 -20001 2 Eachl OW410 - + 42991 -1660#110d 200) MtT26B -37860 2 Eachl (SOdIHMUS48 - + 51801 -20001116d 201y) �I MIT289 -44550(2 Each) 116d1� HGUS48 4 66401 -21990 00d 2ply) MST60 -468B0(Per 2p1Y) KM48 + 80000 -265Dt1116d 2plY) CS150 -16SOI(EaCAI KGM.5- *113350 -394S0(16d 301Y1 -F-E-R-EN—C- ERENCE HOLMES LUMBER OE TAIL SHEET fOR UPLIi1/NANGEfl DETAILS O PROVIDE ( 2 1 16d IOE-NAILS AT TOP CHORD. 3 Rv-Il1R U■2OOgNAILE0 PROVIDE 1 2 1 16d TOE-NAILS AT NOTTOM CHORD. 2 O r 9'B"4 m N r C t2 w 3 c 0t7 c m N N � �I C U) 2 A. UT T �. 1 O In ------1'4' 1' n Rv-327/ U-2001 11-3'8 AV-37# U„200#11AILEO UT O z U) AT -tTP9- A ■;p lY 7 TOTAL ■ 7 REV. 17.3u6 SCALE84 4 KOINt EN11401160 Pmwr& M. Naaeea Mmvg CITPEN/CAR TG LL 30.0m ItIMPORTANT11N ow.L Mor E01 wromwe 10101 4111 WARNING w wlmm 1PECTIEN be 02/26/97 h n artsitaN►�1N au a��cw an ripe�MeerTs��Nrs ae rrr enulNa. aeE w�-sl w wr-�e mn aEsear .r'� "•.., FC OL 7.02/ 6/97mrAltvK 70 NUEM 4w loom"EYif011"Jon Nil”011011 ar M. an wan wMul IWICIAl nwuKw a milia 141414 COIM41CAM AN rua a ectal 011111. MEL M1r1N1"IN OKKNEW93. UKfW mlawlaE Roldrla TOP _ 0C 0(. 10.0e/u NI r 1NCWt p NOEEp. NW%r C011RG1A11 Ta CACI r4Q W DOW 2"L�U URVAur BUM.11M P"Kfkam#Aho UK%"OIraAWlE I.OMKO M/Mit.OESCGK muTyel ►T ATTACHED PLPMwD AW4A414 wil"Com ' X06 OC LL � 0.08EUNKICllw 00 OAAVIMA.1'131k W E IWA-P.MOW ErAAarAw YITN VPQKKV AlFACM KW".4XlLlNE--_l t ?elm.Of iOT:t0. 47.0M oft•Irl,-aMa1NEH1'01 kofor frew"dlt~11 u/11771 ry PNOPEa i"k iN Iwo 01MON1M soft"W THE cow"Aw mplelED Tp[ .0wo.<wKwATTem. rowlaN A COPA ar olTl D RLO QOUR.FAC. 1 .33 wEM.r. AAD"LL lar ac RKMID Wft 1N w+WMAVAT. Enmo ra Tr Tway ESCTEm cmnwara. •, ��1NE�'� SPACING 24.0ACK MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 4, BLOCK I Z4, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE_ N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES WITH A 6' DIAMETER OR LARGER. NOTE: THIS IS NOT A BOUNDARY SURVEY. - �x f5Y1�G � S'4 t FRopps�o (7./0) ---- I AV' r MAIN STREET (50' R/W) 6rer.. S01 *22'00"E $� 50.00' w �o.o' • L,.�► �v q Q7* - 0 � o 7, 15 w LO 0 '5 , 0 O 6I N �•3 to CV ,v �I .9 N tr7 0 00 v o 00 00 o Z Z All trees to remain must be barricaded r e minimum of 5 ft. from the trunk of ea tree. Barricades must be installed BEFO E 135, site clearing and remain in place duri �o - PpT10 �. ALL phases of construction." B L 0 � 1 2 �4� 50.00' Tr R ov l A p d FIs Noted S01'22'00"E L O T 3 L O T 4 L O T 5 B L 0 C K 1 2 3 1AMCZAIDED 6 - 2 No- 9to To SPOW =1.E ✓Ar1oN5 1 HEMY CERTsfY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGEND: THE MIIWMUM TEC.WCAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE VATH CHAPTER e1G17-6, a FD CONCRETE MONUMENT FLOR#DA ADMbHSTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER 0 1/2• FOUND NM 'F CERY THAT THERE ARE NO YMBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 0 1/2• SET OON _ LB 1704 F'1.= CERTIMATE THE LOT SHOWN HEREONB.R.L. BUA MG RESTRICTION LINE IS IN FLOOD ZONE "X' AS SHOWNCLARSON Am AWWA7M INC. R RADIUS S AN'OU ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 1643 NAL00 AVE.. JACKSONVILLE, FL., 32207 L ARC LENGTH PANEL. NO. 120075- 0001 D DATED 4-17-89. t CH CHORD P.C. PANT OF CURVATURE SURVEYED AMIL 15 1995. 4 44;4 P.T. POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVE SCALE: 1," - 20' FD. FOUND REGISTERED FLORIDA SURVEYOR & MAPPEP NO.4487 R,/W RIGHT-OF-WAY FIELD BOOK 5, 5 PAGES 66 At 67 CTR&*S3 JOS A. HILL JR. O.R.V. �� VOLUME ? �� l4 ♦�i Nldt r: TRIEE MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 4, BLOCK 124,AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT—OF—WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. _NOTE: THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES WITH A 6" DIAMETER OR LARGER. NOTE: THIS IS NOT A BOUNDARY SURVEY. �. V — �x fSTI►� o jL�YAS10�`I PRoPose (7.10)...---- t PAv' MAIN STREET (50' R/W) 6a6 8� S01*22'00"E w 50.00 l►1 LLJ 170.0' • ,4 { 1 O� LJ o w c� N h� 0� � 9 l N 0 0 N io p p�qj v 4v 1 p J of i 00 00 Z + Z c.,✓ \ 4 "All trees to terrain must be barricaded Z� 19 e minimum of 5 ft.from the trunk of ea tree. Barricades must be installed BEFOI E 35 site clearing and remain in place Burin ALL phases of consttuCGon:' PATIa —' B L 0 � 1(2 50.00' Tr R S01'22'00"E L 0 T 3 L 0 T 4 L 0 T 5 B L 0 C K 1 2 3 AMENDED Co •2(o- 9Co TO 5A40 PV EC.E✓W rlOA/!j 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGEND: THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, 0 FD. CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER 0 1/2- FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN O 1/2' SET IRON — LB 1704 FLOOD CERTIFICATE:THE LOT SHOWN HEREON QR.L. CENTRAL ANO ICTION LINE IS IN FLOOD ZONE "X' AS SHOWN CLARSON AND ASSOCIATES, INC. R RADIUS ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 1643 NALDO AVE., JACKSONVILLE, Fl., 32207 L ARC LENGTH PANEL N0. 120075— 0001 D GATED 4-17-89. /t� CH CHORD N�j_., P.C. POINTCHOR OF CURVATURE SURVEYED APRIL 15 1995. P.T. POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVE SCALE: 1' - 20' FD. FOUND REGISTERED FLORIDA SURVEYOR k WAPPEP N0.4487 R/W RICHT-OF-WAY FIELD BOOK 5 ,5 PAGES 6 7(TReE4) ,FOSE A. HILL JR. o.R.v, LOCATED TREE VOLUME 4MEVA REED I I I � ! W AN • ,,, + i - - j- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t s t wIINI IN& I I I MAINSTREE�l i 1 I I I I Ai- - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - t