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Permit 1469 Marsh View Ct (boathouse- vault) JOB ADDRESS //7,&222L24.4TYPE WO O PROPERTY D d-6�_._ TU- ,: 'ONE CONTRACTOR TEL KPHONZ PT'rTi73ER U 'L Cr Q �" DATE INSPEG?TONS: FOOTIIVG SLAB a ►a a-b TIE BEAM LwTEL NAILING�SHF.,ATBlNG :3 � F.RAAMV /COYER UP rm,,t 3 31`U- LVSUTATION FJUVAL BUILDING IS CFJUMCATE OF OC ANCY ELECTRICAL PF23M , INSPECTIONS ROUGH 3 FINAL MECUANICAL PERMIT# INSPECTIONS ROUGE FINAL PLII1k�l1VG P� INSPECTIONS ROUGZ&UNDER SLAB TOPOUT WAI FINAL NOTES• FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Sep. 18 2002 11:000M P2 MAP SHOWING PLOT PLAN OF TRACT A AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SESTCON, INC. BEARING REFERENCE" BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. 1 , 1 t ) L O T 112 1 L 0 T 1 3 1 107 PRIVATE. DRAINDIGE so W71 •7 1 ►rt EASEMENT 75.00" G 73.29' TO WETLAND LINE I 1 7.5• 7.5' 1 3"11AY 9" 11VE OAK 4"OAK ® 1 m NI I �< - Y 4"OAK^' I y. CC A/ '0 25" TWIN LAURCI, OAK I 6I j 26* S'BA4� 4'OAK s 13" PINE 0 w I p � I �� O Q' I N N I S F►N. �L. „ i • 0 u "LkM26' TRIPLE WATER OAK f I ) w ��{{ o �•�I a' LAUMM OAK4r� dI w 6"LAUREL m 18' TMN LAUREL OAK , I C 1^ a �, �{ ° V) p I I 11" HICKORY l( I r ` J z l I 1 Z. 1LU YI ;J I C W ( O 1 10" HICKORY 10" HICKORY I T a 0 I OpI I T 'OAK �~ s, 5"OAK 00 -- - --ta 1^aSf�E I z V6 12" PINE 'A S" LAIREL OAK F'OAK �- \ ®4-OAK w 1 ttl" IVAN WATER OAK Ie2"OAK nRAINAGE EASEMENT l 4� • 1 3'oAK 43.99' TO WETLAND LINE Irch a J U% I N01 *11 '1 '•W Oo 47. 1�11 Q City of Atla is Bach •Q Planning'and Zoning Dbpar m rit N `n -A V' �NN� �� f1� • This approval vglrifles compliat1 applicable /-Z o�,.�� V ao�iif p, Subd4is,on end tee.? tORAaeveiopment regulations, but14c:z oes vt constitute FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Sep. 18 2002 11:00AM P2 .MAP SHOWING PLOT PLAN OF TRACT A AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT, 1 1 1 I I L O T 112 1 L 0 T 1 3 1 I f � 10' PRIVATE. DRAINPIG£ -'�' `l 507 1 ! •1 1 ••G 1 EASEMENT 75.00' 73-29' TO WETLAND UNE 1 1 7.5' 7.5' 1 3"BAY , 3"°AIG G I /� I I 9" LIVE OAK4"OAK (D I m�� .0, 4"OAK a I 25" TMN LAUkEl, OAK f Lim O1 0 13" PINE O18"BAY4'OAK® O ^ I MLkM28' TRIPLE WATER OAK 4.X71 {y� o L O' LAURCL OAK i-i 6 I Lu 1 6"LAUREL* S 1 m 6L ~ n► I ( ; 18' TWIN LAUREL OAK , 1 C cc O p� 11" IiICKORY 2 � J Z I I y( I U k7 Lo 2 h I <I 10" HICKORY10' HICKORY ( W W L wIZ O ( O f_ 6"OAK �"OAK �~ r00 -tA --- - - -- �As£ME,yT I (® Vl `\I 8" LAII[REL OAK 1� 12' PINE 'A 3'OAK -- ,� ®a'oaK 1 L 1y" IW IN WATER OAK ; �l ®2"OAK nRAINaGE EASEMENT `l `(D- fh • I 3'OAY. 43.99' TO WETLAND LINE -00 13 - 13 I Zollr N01 .11 '1 , % % I +•� , 47. 1�' , -� 00� lb f Cit of Atlantic Beach ***City RECEIPT *** tivex: DSHITR Type: [1C Uraver: 1 Nbte: 1016116i 61 Receipt no: 212 Desaintion Oty Anount 2802 24886 BP BVILGIIRG PERMITS 1 $165.00 Texder det.ai 1 C16 CHECKS 2433 $155.80 Total tendeaeed $165.00 Total paysent $165.00 Trans date: 10161162 Tine: 16:50:00 CITY OF ATLANTIC BEACH. 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024886 Date 10/01/02 Property Address . . . . . . 1469 BOAT HOUSE MARSH VIEW CT Tenant nbr, name . . . . . . BOAT HOUSE Application description . . . COMMERCIAL OTHER STRUCTURES Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 Owner Contractor ------------------------ ------------------------ HIDDEN PARADISE BOAT HOUSE BESTCON, INC. TRACT A HIDDEN PARADISE 2440 SOUTH BEACH PARKWAY ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3747 ---------------------------------------------------------- ------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 110 .00 Plan Check Fee 55 .00 Issue Date . . . . Valuation . . . . 20000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 110 . 00 110 .00 . 00 . 00 Plan Check Total 55 .00 55 .00 .00 . 00 Grand Total 165 .00 165 .00 .00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Z��o `1 /�ff n f` C,� o r Y-0 v,SL Date X7 . 2 .7 Heated Square Footage �' @ $ per sq ft= $ Garage/ Shed _ @$ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck �, _@ $ per sq ft= $ ers ft= $ Patio @ $ p sq ft= VALUATION: aU C\© 0 Total V luation 1St $ / 6) 00 Remaining Value - per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE ZONING: + 1/2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $15.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ C� WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON 1AP.0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ SIP 2 ?002 City ;` N Jantic Beach Building and Zoning City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/cl.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) ,44 ,-2 S ty (✓1, � DATE JOB ADDRESS �(.( c5Z—• AJ APPLICANT ADDRESS QU&A PHONE: LEGAL DESCRIPMION: LOCK BE LOT NUMBER ZONING DISTRICT CONTRACTOR STATE LICENSE ER ADDRESS PHONE __ r CiTad&�k� STATE ZIP FAX DESCSE SE AND WORK TO BE DONE_l!.() M�7 . PRESENT USE OF LAND OR BUILDINGS) 'cX.. VALUATION OF PROPOSED CONSTRUCTION Is this an addition? Q If yes,what are the dimensions of the added space: -----feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? ^^--'-'— New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? — if yes,please subp it with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? (�NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor—Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building DeArtment, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ,FOORRMA'TIO,N PROVIDED WITH THIS APPLICATION IS CORRECT. / SIGNATURE OF OWNE G""'— - w DATE,-(:7/,--)3 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND- CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR `may DATE-(?/;) 3/ 0 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME K'a ffn (S-CCL MAILING ADDRESS �S� �" v PHONE FAX v� (�/� /�C��Cj E-MAIL fiy s•CU/7'7 SWORN AND SUB N �• •����9aE THIS � DAY OF ��►Ry f •• �L STATE OF FL 4L o N. = *� Z, ; DD092737 :4C•: NOTARY'S SIGNATURE Wo-4,9 M P ji! •. •o. :o w:�� AS TO OWNER•%.�9�A;�fAo�ded 4y',. ���_q ersonally known moi, G U47,� '.- ��� ❑ Produced identification `�`����►ttiouiii,�i Z/C*7_' � Type of identification produced .` I A9� '`Q`•OI Personally known * �� cm m;*t ❑ Produced identification -z' DD092737 '"�= Type of identification produced '�— ..ablicUad°•� 6/18/02 �,C#S ;p` �B �% ��`� FLOODPLAIN DEVELOPMENT INFORMATION Location:: CCS Type of Development: Flood Zane: }f Required Lowest Floor Elevation: If budding 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 development_ Date Oa Applicant's Signatu Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative �-� 9-1Q Lf' ` City of Atulantic Beach Building and Zoning City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION • FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) �.Q Dc� JOB ADDRESS c�-L� ATE APPLICANTTnrl ADDRESS PHONE: LEGAL DES ON: LOCK NffB7 LOT NUMBER ZONING DISTRICT CONTRACTOR STATE LICENSE ER ADDRESS / r PHONE CITI� I��O�(r° STATE !' ZIPS FAX DESC E PROP SE SE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S).. VALUATION OF PROPOSED CONSTRUCTION 110:0=_00 Is this an addition? O If yes,what are the dimensions of the added space: eet by feet Will the added area be heated and cooled? New electrical or increase in service? ------- New plumbing fixtures? New fireplace? - —^-'-- New heating/air conditioning? --^---^ Is approval or Homeowner's Association or other private entity required? IT yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? C]NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of 6118/02Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please-submit Energy Code Forms,Notice of Commencement,Owner/Contractor-Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT FORM/A,TIO,N PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNE DATE-_q/'3'3 0 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR `�V DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME Kla, ' -e�-- MAILINGADDRESS -7 PHONE FAX Q Z -/1 cam* E-MAIL begkm hany-g•GJ/y SWORN AND SUB N L. ��..�'?� THIS DAY OF . O � , ����1►HY f Flo . � STATE OF FLO •, ���IINTY4�� TVA�, p: DD092737 m = NOTARY'S SIGNATURE =a•2 •p . e, -,,� AS TO OWNER:��s.0�� eo�ded Oy' .i;0•�'��� t� rersonally known G41bq i ^;`'•,�C`�` ❑ Produced identification i<,`, Type of identification produced �- AS��� •OI � Personally known '� �' �ou'• = ❑ Produced identification Z DD092737 "' Type of identification produced 040 0/1ded0� �i�A •.�b11CU�de•. F `�� i i LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 12002 Re: WinddeLoading Requirements For CftV, S (J phi fol"11L R� i FL Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets X. 7 of the architectural drawings is satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear wails sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sinc Louis J. Gabriei, P.E. i WIND FORCES STRUCTURAL ANALYSIS FOR c AaoE S"raLTDJLCa Ni tow PRcovo G , tiTr Aul TIL Srs At►N. A" THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE:AUGuST., 2002 qslol Date St 6f 601, P( E lob e �u4�t � Yes c C- V,A s t;.te Fo ll Uw'`":� 5 truc tctY'a L , A 6� ;— 7/16 DS g Flo o r /�-- 90 0 F T,rL4 Sle S P!O o r 1YL41JCI G �i�1GP� Fr-am -A a 5t�s F04 tXt,. -vJabr.. : _ see 5c!nejug .c 0-% arck;bc-t=Lr4.p J A w- o Y JfE to 5tem ••.�1� :— , f13b boLL-� (� ti Vv►4es& v►orAQ o &erLj;set S �riw► vJ a.2.Q Yev, Fo reer�er�: — 1 #9 RocQ civ► q8l o-c- a44 mt- Got.rcer f AooF rIOL 3 ; g� cv w► vt t CS�1 ( 0'C- nt PA-vA 5 c.�,n,.ppY tj, �v,le ss w to O s e Mt, 000 (q Yea TIAC� �Ar4`ac P 0 fd..f.s 1500 Fbt ToQ o F ei�. �e t v�eter- 3 0' v DATE: Sheet e g Uj u�d 2 0 �'► C 3 St G GS t) S tyuk&C t- Lf- -EIA ,. �• �Y�s I N o� IM�otto�c� Fartior. I = 1• o a t A,�- rt s•s ta.�� C. �� ! N� b - �o�er�► urn f��y� �� act Q- Y;M. p ter t _ � 3) � 5 ,� s66., 1 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER.SPACING(In,);.? TYPE Panel Span!.r 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span <4ft <6ft <an 2 IA 86 Wood Screw3 16 16 12 9 2112 M8 Wood S=ws5 16 16 16 12 Double-Headed Nailss 12 6 4 3 SI:I inch--25.4 mm 1 foot=305 mm Notes: 1. TAU table is based on a maximum wind speed of 130 mph(58.Ms)and mean ma height of 33 feet(10 m)or las. 2. Fasteners shall be insb8ed at opposing ends of the wood structural peel. 3. Where screws arc atndsd to masonry or masoarylstucM they shall be attached using vibration-msinantanchors having s minimae withdrawal capac- ity of 49016(2180 kK 4. Nails shall be lOd common or 12d bpx double-headed nails. c� p p eVAi+ l S k `tt.c. :S tYutJGC- uiltl b� op ew% O'Wt- C lis d a) mom. vPLiFr OA Rio F SWJ (t6wTcrrsftt g. CLP�') (.5e1 ArWow. a4 W int Fir S j "W""v-N 0•4r Space �+ (tv o•L. PA+Je Esu 4)C2)(G- 6�� �5• � lbs per F� c� tea,•,'. w {CS s t s tie j i. DATE: Sheet P _cLcao c 2.4 I-b4� / C 2 d — M PI F z TO A4% o f 11ft S tf4?p i S 5 H 5� via 3 2 4-L- C Y�tt N a� pYdU� �i?.Y`{�') t,V► 87i� 0,44 C 3 $Z P-P F .� i u 112." steaL god,, cr-A 60 0- ep �Y0v . 0001. Lt,33 ) /5 G MAA �Jov2t Et3�►s t:c�c.E i Cf Yc t u') wt �5 RB�s tJ�t- X00 D-G CM�',•X 311 (201dOD) t 1-33it � F �• C, Fy-a.m<,4 (rh. 4 {� uV^• !eV- m31On 11 1A c�A3b Solt.: 0--.5Ap IFW - . p ' ZA'6 �y of ei&k,,- 'f. jCm 1500 psi Fa = 3600a Ps h6 = 0-2 w.z AP_ -ITA IF "4,X /$,. roar steel A36 wasp, 90 artHas ul C F'bW"s=27.-tcs (Sr 6J- (u o oot)= 400 . 51.__, � • >.. ..�b-=-(-1-Aq-.n�./�'c.z�cn�C�ra)-�>>.= 54s psi - --F}�La,Qluw.)= Cq oa)LI ?3) � 532 Q�i � 5 q S Psi a•1C- Fx,,,r M t (o-9'T) Co-75�tz15 S4�)'C!.14)=.4 or ib�-.l•=� _M/S =40 i 0-oo 2G �� /5249L(270001(i33) S 6 A r II'AJ I"s iw► O)4 A A cA r Bo U-s :— d, 84 i,luw A ►ol e T c► r�• v� '/Zy� AG , L►.►Nb- AJ G - t cnt c vet F 1.44o Ibs (ie-e- above) ALluusole 514ez,,r a-iv 1/Lt, + A3 G bo tts = 350 9 F,:,,► Ab /i lIU1JeL Sh�r� 350 Ibs o Y (o-1L)(o-2)( 36,000) = $6`1 lbs Il ultllff f f{fftt ftttliti1111lttlf{f 111!1{l{lflfll{f Iffli{1111{{illllillilillt1111UIItif1{tiliillllilll{IltUlll{UIf1111111UU1llliU{IIIIt11lIlU11N111111111IttNlllllfliiliilltlli11111111111NU11111111111111111111UllIIIIIIIIIIIII11t1llltllllllllllllllfllllll/ J ?� TABLE 16062A -� MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m P Exposure 8 m i Horizontal loads= VerUcsl Loads(pat) Max.Hot1=onW Wait Loads (pat) Windward =` End Zona (nterlor Zone End Zona interior Zan* Overhang Zona Wind Root Velocity Load angle Windward Leeward Windward leeward End interior (mph) Direction (degrees) Well Roof I Wall Roof$ Roof Roos Root Roof Zona I Zons 1E 4E 1 4 90 Transverse 0-5 12.8 1 - .7 1 8.5 1 .4.0 1 .1 6.4 -8.8 A0.7 -6.8 1 .21.6 1 -16.9 110A -7.5 7.2 -5.8 20 1 17: .T 1 11.9 1 -2.6 1 -15.4 1 -10.7 1 -10.7 1 -8.1 1-21.6 1 -16.9 112.0 -10.1 1 8.8 -7.5 30.4 an le 45 1 14.4 1 9.9 11.5 1 7.9 1 5.6' 1 •8.8 4. -7.5 1 -5.1 1 -5.8 1 1i.0 -8.1 9.1 1 -6.8 Longitudinal All angles 12.8 -6.7 6.5 -4.0 -15.4 1 -8.6 1 -10.7 1 -6.$ -21.6 1 -16.9 110.0 -7.5 1 7.2 -5.8 100 Transverse 0-5 15. -8.2 10.5 -4.9 -19.1 1 -10.8 1 -13.3 1 -8.4 -26.7 1 -20,9 112.0 1 -9.3 1 8.8 1 -7.2 20 22.0 1 -5.8 1 14.6 1 -3.2 IL -191 1 -13.3 1 -13.3 1 -10.1 1-26.7 1 • 0.9 115.0 -12.5 1 10.8 1 -9.3 30 <" angle 45 1 11.8 1 12.2 1 14.2 1 9.8 1 6.9 1 -10.8 1 5.9 1 -9.3 1 -6.3 1 -7.2 113.0 1-101 1 11.3 1 -8.4 Longitudinal AfI Angles 15.9 -8.2 10.5 1 -4.9 1 -19.1 1 -10.8 1 -13.3 1 -8.4 1.26.7 1 -20.9 112.0 1 .9.3 1 8.8 1 -7.2 110 Transverse 0-5 19.2 -10.0 12.7 1 -5.9 1 -23.1 -13.1 1 - 6.0 -10.i 1 .32.3 1 -25.3 115.0 1-11.3 1 10.7 -8.7 21 26.6 1 -7.0 1 17.7 1 -3.9 1 -231 1 -16.0 1 -16.0 1 -1 -32.3 1 - 5.3 118.0 1-15.1 1 13.1 1 -11.3 30 < an le 45 21.6 1 14.81 17.2 1 11.8 1 8.3 1 -13.1 1 7. -11.3 1 7.6 1 -8.7 - 16.0 1.12.2 1 13.7 1 -10A Longitudinal All Angles 19.2 -10.0 12.7 -5.9 -23.1 -13,1 1 -16.0 1 -10.1 1.32.3 1 -25.3 15.0 1.11.3 1 10.7 -8.7 120 Transverse o-5 2 .8 -11.9 15.1 -7. - 7. .1 5.6 1 -19.1 1 -12.1 -38. -30.1 17.0 -13.4 12.7 -10.3 20 31.E t -8.3 1 21j 1 -4.6 1 -27.4 1 1 -19.1 1 -14.5 -38.4 1 -30.1 122.0 -18.0 15.6 =13:4 30 < an le<_ 45 1 25.7 1 17.6 1 20.4 1 14.0 1 9. -16.6 1 8.6 1 -13.4 1 -9.0 1 -10.3 t 19:0" 44S' 1 '164 ' 42.1 Longitudinal All Angles 22.8 1 -11.9 15.1 1 -7.0 -27.4 -15.6 1 -19.1 1 -12.1 1 .38.4 1 -30.1 117.0 1.13.4 1 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 •18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 i4.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 •22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le 5 30.1 20.6 24.0 16.5 11.6 •18.3 10.0 -15.7 1-10.6 -12.1 2.0 •17.0 19.1 -14.2 Longitudinal All Angles 26.8 •13.9 17.6 -8.2 •322 -18.3 1 -22.4 1 -14.2 -45.1 1 -35.3 120.0 -15.7 1 14.9 1.12.1 140 Transverse 31.1 -16.1 20.6 -9.6 • 7.3 -21.2 1 •26.0 1 -16.4 1 .52.3 1 .40.9 124.0 1-18.2 1 17.3 1 -14.0 201 43.0 1 A1.4 1 28.7 1 -6. -37.3 1 • 60 1 -26.0 -19.7 1-62.3 1 -40.9 129.0 -24.5 21.2 -18.2 r 130 < an le<_ 45 1 35.0 1 23.9 1 27.8 1 19.1 1 13.4 1 -21.2 1 11.7 1 -18. -12.3 -14.0 ;24.0 -19.7 .1 1-16.4 0 Longitudinal All Angles 31.1 •16.1 20.6 -9.6 =37.3 -21.2 -26.0 -16.4 -52.3 -40.9 •18.2 17.3 -14.0 > 150 Transverse 0=5 35.7 -18. 3.7 -110 .9 •24 4 •29.8 -18 9 -60.0 •47.0 - 0. 19.9 -16.1 m 0 49 4 •13.0 32.9 -7. •4 .9 - 8 •29.8 -22.6 -60.0 -47 - 8 c30 < an la 45 40.1 7. 31.9 .0 1 .4 • 4 4 13.4 -20 9 •14.1 -16.1 25.4 •189 Aii Angles 35.7 -16.5 23.7 -11.0 -42.9 " " -24.4 -29.8 •18.9 -60.0 -47.0 -20.9 19.9 •16.1 0 0 For Sl: 1 ft2=0.0929 m2.1 mph=0.447 mis, 1 degree of angle=0.01745 rad,1 psf=47.88 Ntm2. 0 M Notes: 1 Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table, i 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.20 m 3 If pressure is less than 0,use 0. S 4 Pressures shall be applied in accordance with Figure 1606.2(b), r- v t t 1 Sheet _ pA�: r S �dt us w^ F16C - 200 2 Q-tt0riF Cr sw l� pk%q-Q2VW% a s 00 Ung 8 Building,simple diaphragm:A building which complies 4 aLONCTn with all of the following conditions: 1. enclosed building, - 4E a 2. mean roofheight,h,less than or equal to 60 ft(18 m), 2 -INTEMOR 4e LO 3. mean roof height, h, does not exceed least horizon- R" tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- rations within the building, �ELONerruwwu<% 20 'E 6. wind loads are transmitted through floor and roof diaphragms to the vertical lateral-force-resisting - --- systems,and RANGE 7. if the building has moment-resisting frames, roof slopes do not exceed 30%. FIGURE 160B:2b MAIN WIND FORCE LOADING DIAGRA#A WkiDNY1RD ROOF WWAYNARD F0M LEEKVW ROOF LEEWARD ROOF - � -- - - STT-17 ! . ._.I ..LLAus LU T ---- s a Lt2 Ln W L TRANSVERSE ELEVATIO14 LONORUDMIAL ELEVATION 1 FIGURE 1606.22 APPLICATION OF MAIN WINO FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM SUMMINGS TABLE 1USM HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS i Atom EXP- Root Height B C D 13 1,00 1.21 1.47 20 IDD 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 5o I.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. Sheet Dates l /� Al i 5 ev" W OW s Ka s-I s F0 r -,J elu.s Sltee t ww st- c 6 t,t c.`.,.Q W � Q ` � l,J U kje- 1.J Fc),r �„lo�Q,Q -to .tet S�wt,= ZZ43 43 wa-U W(?,CO Z '2l �bS�F� `/`f'I 1.`ti ,i 1 Or G+ ��"1-f -�CIZ IT] 1•fMDrt.O TO CNNAER LYWDDDCExWIM91MLEDNj Ol Tom\ Zv F[I i• OODCED i0 TKLAFTER PlY1VDpD CEX.WG MiM/E0 � � m PAGE 1 mate: 07/23/2002 MANNING BUILDING SUPPLY LOG #: B0493 TRUSS DIVISION JOB #: JACKSONVILLE ' alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: SHELTON RESD go : Address: 2440 South Beach Parkway Address : HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: DC ------------------------------------------------------------------------------- Left Right Qty! Span I O.H. I O.H. I Description --------------------------------------------------------------------------------- 2 26 ' 2 ' 2 ' Al 2 26 ' 2 ' 2' A2 2 26' 2 ' 2 ' A3 4 26 ' 2 ' 2 ' A4 8 1 ' 2 ' 0 ' Cil 4L 4R 8 3 ' 2' 0 ' CJ3 4L 4R 8 5 ' 2 ' 0 ' CJ5 4L 4R 14 7 ' 2 ' 0 ' EJ7 NC 4 9 ' 10111 2 ' 9" 15 0 ' HJ7 DC45 -------------------------------------- ------------------------------------------ 10 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 42 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 52 - Total Trusses WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES , UNLESS APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS , AS TRUSSES WILL BE BUILT IN STRICT A4 ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED, UNLESS APPROVED c\j IN WRITING BY TRUSS PLANT MANAGER cr- a_- co 4 . APPROVED BY APPROVAL DATE : DEL . DATE = BUILDER TO CONV . FRAME ROOF , VALLEYS AND O. HANGS AS NEEDED . BUILDER TO FRAME DOWN CEILINGS AS NEEDED . BUILDER TO BUILD UP WALLS TO MATCH TRUSSES AT HIGHER PLT HT. E-1 III i I—F �11 19 ALL WALLS SHOWN ARE LOAD BEARING PITCH 7/12 UNLESS NOTED OTHERWISE . OHANG 24" JOB : BESTCON MANNING BLDG . SUPPLIES LOC : B0493 PLAN : CANOE & KAYAK STORAGE 11155 PHILLIPS PKWAY PH# 268-8225 FOR HIDDEN PARADISE . JAX . FLA. 32256 DESIGNER : DANIEL CLARK (B0493-SHELTON RESD - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 = W1.5X4 III W5X7 = W1.5X4 W1.5X4 7f 7 4-5-5 W3X5 = HS412 = W3X5= W3X8(B1) = W3X8(81) �z-o 0�1 I�z-o-owl I 7-0-0 _I_ 12-0-0 _I, 7-0-0 26-0-0 Over 2 Supports R=2238 U=853 W=3.5•' R=2238 U=853 03.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 - R - Scale * RG* TRUSSES 9IR( NRRFABRICATION, HANDLING, P INILD BRA'ING. REFERTO HIB1N ING INSTALLINGND BRANG), PUBLISHED BY TPI (TRUSSPATETC LL 20.0 PSF REF 8151--43150 INSTITUTE, 583 D'ONOFRIO DR_ SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �+ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED G T C D L 7.0 P S F DATE 06/13/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Vc� -_•� —IMPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a�Z�FI � B C DL 5.0 P S F D R W 14CUSR151 02164026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��`••••••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j ! t _� BC LL 10.0 PSF HC-ENG MNM/MMA ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9�' �� TOT.L D. 42.0 P S F S E O N - 36189 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER DRAWINGS 160 .A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL mENGINEERING =Ci3;'•. OR1�P� DUR.FAC. 1.25 FROM DC Alpine Engine�edProducts,Inc. RESPONSIBil f[Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Junes R�@ ENG SPACIN SEE ABOVE Hames CL FL. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ifiLat orizati An ' 995 v 2 (B0493-SHELTON RESD - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF, DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= W3X5= W4X4= W1.5X4 W1.5X4 7 F— -1 7 5 7-5 fill 8-1-2 W5X7= W3X8 W3X5(Al) W3X5(A1) LC:2-0-0,1 1<2-0-0-,1 (� 9-0-0 I 8-0-0 I 9-0-0 _1 26-0-0 Over 2 Supports - R=1212 U=489 W=3.5" R=1212 U=489 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.25" Ft. "WARN INC— WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--43151 BRACING. REFER TO HIO 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE c INSTITUTE. 583 D'0NOFRIO OR., SUITE Z00, MADISON, WI 53719), FOR SAf ETV PRACTICES PRIOR TO -0-ft T C D L 7.0 P J F DATE 0 6/1 3/D 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED A/^ STRUCTURAL PANELS. BOTT DM CHORD SEA lL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j � 'F' �'/ B C D L 5.O P S F D R W HCUSR151 02164027 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i (`�•••••••�.•�j BUILD THE TRUSSES IN CONFORMANCE WITH iPl; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND l j V B C L L 1 0.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CO Nf ORMS WITH APPLICABLE PR UYISIUNS OF NDS (NATIONAL DESIGN _ =M SPECIE ICATI ON PUBLISHED BY TME .4MEft ICAN FOREST ANO PAPER ASSOL CATION) AND TPI. ALPINE } CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i� FQ T 0 T.L D. 42.0 P S F S E Q N - 20266 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER >�(n S ((� Alpine Engineered Products,Inc. RESPONSIBILOITY SOLELYTHE FORSEAL ON THE TRUSSIS DRAWING COMPONENT DESIGNTES SHOWNCEPTATHE CE SUITABILITYUAND USEIOFERINGTHIS CSS'c�....p � D U R.FAC. 1.25 FROM DC Haines City,FL 33844 C014PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun �WLE�v SPACIN 24.0" lt-ICatC JT7Zen AN --- I-1995 ---1 2 (B0493-SHELTON RESD - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.03 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4= W5X7 W3X5 W3X5 7f 7 6-9-5 W1.5X4 III W5X7= W3X5= W1.5X4 III W3X5(Al) = W3X5(Al) L,2-0-0�>J L.::2-o-oy t 11-0-0 I 4-0-0 I 11-0-0 26-0-0 Over 2 Supports R=1212 U=487 W=3.5" R=1212 U=487 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF 8151--43152 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PR[OR 70 _,.�N��►Mr TC DL 7.0 PSF DATE 06/13/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERMI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �1�` STRUCTURAL PANELS, HOT OM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �m '"IMPORTANT`"' FURNISH .A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .�'F' BC DL 5.0 P S F D R W HCUSR151 02164028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO e-(' Qq •;� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ff •Cis B C L L 10.0 P S F H C-ENG M N M/MM A ALPINE BRAC(NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I* j No. SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L�; STQ TOT.L D. 42.0 P S F S E Q N - 20272 EACH FAf,E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {n t (V AIIIIIIE EI1gITICOlECI Products,Inc. RESPUNS[BiLDRAW G OITY SULELYTfORHE STHE TRUSSEAL ON ICOMPONENT DESIGNS DRAWING TSNUWNES CEPTATHE NCE OSUITABILITYr RO ES OAND USEIOFERING TH[G C�iP •�•,t R.�P.\�w D U R.FAC. 1.25 F ROM D C ITa111CS City.FL, 33844 COMPONENT FOR ANY PARTICULAR BUILDI G IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O W P q, EEi�,r C P q C I N 24. ' [IE1Ca1 ..IOTIZaI 7 A 1199 N 2. ::.,.: ::,: .. .':: .:: ..,.. -. :.. .: (B0493-SHELTON RESD - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.62 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 144X4= W3X5 W 3 X 5 7 f— -1 7 7-11-5 }8-1-2 W1.5X4 III W5X7 = W1.5X4 III ��"" W3X5(Al) = W3X5(A1) 1z::2-o-o>1 1--2-0-0:>! (, 13-0-0 _I, 13-0-0 _t fE 26-0-0 Over 2 Supports R=1212 U=484 W=3.5" R=1212 U=484 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.25" Ft. —WARNING'- BRAT NGNG*REFER TO HIB REQUIREUSSES 1 ( ANDLING INSTALL„NGAND BRACING)H ANPUBfLISHE D BY TPI IN(TRUSSING AND PLATE TC LL 20.0 PSF REF R151--43153 INSTITUTE, 583 0 NOFRIO UR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~ TC DL 7.0 P S F DATE 06/13/02 SIR OCT OR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��L �. *`IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR151 02164029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �SIF�C•�:. BUILD TIE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * j• _* B C L L 10.0 P S F H C E NG M N M/MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF TOT.L D. 42.0 P S F S E A N - 20275 CONNEC TOES ARE HADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i p EACH FAr,E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }t(n DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C/'• ORI�Q•�•k's D U R FAC. 1.25 F R 0 M D C Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS f S Haines City,FL 33844 COMPONENT FOR AN`Y PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun�'•'J p�0 Ef��+' �PACIN 24.0" 7I1C8iC . .00IZDtI AN �_. ;:.I i2A I ' �6... : - . ".;: ,. -aR ':. -.:. „ ..'i'�'r"�,, -. ;.:. :. - -.:, :., (B0493-SHELTON RESD - CJI 4L 4R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 7 8-8-6 0 11-5 0-11-5 8-1-2 –�— W2X4(A1) L;E -2-0-0- 1-0-12�:j 1-0-0 Over 3 Supports R=405 U=359 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.5" Ft. "NARNINIi** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 8RACI NG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBL ISNEU BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151--43154 INSTITUTE. 583 O'DNOFRIO DR., SUI If 200, MADISON, WI 53719), FOO SAFETY PRACTICES PRIOR TO �•nom, PERT 0 RM ING THESE FUtICT[ONS. UNLESS OTHERW LSE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 6/1 3/0 2 STRUCTURAL PANELS, BOTTOtI CHORD SHALL HAtlE A PROPERLY ATTACHED RIGID CEILING. _IMP ORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! Z�FIr, BC DL 5.0 PSF DRW HCUSR151 02164030 PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .;�4� 'O �•��► BUILD THE T0.U5 SES IN COtIFUR MANCE W[TH TP[; OR FABRICATING, HANDt ING, SHIPPING, IN STALL TNG ANO j Ver ALPINE BRAC INC, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j _* BC LL 10.0 P S F HC M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE 11ADE OF 20 GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO T O T.L D. 42.0 P S F S E A N - 20'277 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER TL 'z OR AW ING, 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v/•••�� RtQp:�'�'� D U R.FAC. 1.25 F ROM D C Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i+rs G\� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun� pf�zE ,r SPACING 2 4.0" r n.--,' � ..•�. u cu^I AN 'cru• 1-1995 ccrr�nN 2 (80493-SHELTON RESD - CJ3 4L 4R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.70 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, 80T CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 9-10-6 T 7 � R=25 U=180 2-1-5 2-1-5 8-1-2 R=29 U=180 ��IW 2 X 4 Al) L--2-0-0 -'- 3-0-12—� 3-0-0 Over 3 Supports R=319 U=186 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--43155 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'UNOFRIO DR„ SUITE 200, MADISON, N1 53119), FOR SAFETY PRACTICES PRIOR TO PERFO RM ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPERLY ATTACHED ' ~ T C D L 7.0 P S F D A T E 06/13/02 STRUCTURAL PANELS. BOTTOM ON SHALL NAVE .A PROPERLY ATTACHED RIGID CEILING. �E�•!! 9rjy _IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CUNTRACTOR. ALPINE ENGINEERED f t_�jIF� B C D L 5.0 P S F D R W HCUSR151 02164031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION FROM THIS DESIGN; ANY FAILURE TO FF BU[LD THE 7R USSE S IN CONFORMANCE WI7H TPI; UR FABRICATING, HANDLING, SHIPPING, INSTALLING hN0 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • S • R BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FDREST AND PAPER ASSOCIATION) AND TPI. ALPINE i 9; CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO OF T 0 T.L D. 42.0 P S F S E Q N - 20280 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�/ DRAWINGS 160 A'Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �l pptOP•\�w D U R FAC. 1.25 F ROM D C Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS +y IIAines City,F1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Uf THE BU ILOING DESIGNER, PER J UTI S�.I tificate '"..•"oTizati °°`� A „ ", 1-1995 "__I4 ,,,.,,,�,,,. S P A C I N G 2 4.0 (B0493-SHELTON RESD - CJ5 4L 4R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.28 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSE, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11-0-6 R=98 U=180 7 (— T 1 3-3-5 3-3-5 8 1 2 R=65 U=180 W2X4(A1) = L --2-0-0 -' - 5-0-12 �I �-5-0-0 Over 3 Supports R=377 U=273 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--43156 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANQ BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR10 DR., SUITE 200. MADISON, NI 53779)• FOR SAFETY PRA TI PRIOR TO ..�MN"�MMr T C D L 7.D P S F DATE 06/13/02 PERFORMING THESE fUNt:T IONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'"GG STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �F �'� "`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P$F D R W HCUSR151 02164032 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (`� �1 p BUILD THE TRUSSES IN CONFORMANf.E WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + •V �� B C L L 10.0 P S F N C-ENG M N M/MMA ALPINE 8RACING OF TRUSSES. THIS DESIGN f.ONI RMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j = SPE CIF ICAT)L1N PURL ISNE0 BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND 7P I. ALPINE tt CONNECTORS ARE MADE OF 20GA ASTM AS53 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •A OF ZQ T 0 T.L D. 4 2.0 P S F S E 0 N - 20282 EACH FACE OF TRUSS, AND UNLESS OTHERW ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 1CO A Z. THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =�/s:F[OR�QQ'���� D U R.FAC. 1.25 FR0M DC Alpine Engineered Products,Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS \ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun n � ENU ificate Trizati AN 995 2. SPACIN 24.0 1 11 (B0493-SHELTON RESD - EJ7 NC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.87 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12-2-6 R=157 U=180 7 F- 4-5-5 4-5-5 8-1-2 R=100 U=180 W2x4(Al) L-2-0-0 ��E 7-0-12 ---7-0-0 Over 3 Supports R=451 U=284 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL - 3 R - Scale =.375" Ft. —WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--43157 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO R. SUITE 200, MAO ISDN, NI 53719), FOR SAFETY PRACTICES PR EOR TO �Mr PEREURM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`n► T C D L 7.0 P S F DATE 06/13/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT RIGID CEILING. V4,�.• �/i_ `*IMPORTANT`" FURNISH A COPY OF TN75 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •• . BC DL 5.0 PSF DRW HCUSR151 02164033 PRODUCTS, INC,. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� �';� BUtLO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + B C L L 10.0 P S F N C-ENG M N M/MM A A L P I N E BRACING OF TRUSSES. THIS DESIF,N CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i j R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'p: OF •tom T 0 T.L D. 42.0 P S F S E Q N - 20284 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/s QR�Q •�w D U R.FAC. 1.25 F R 0 M D C ........r Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tV\ Haines City,FL 33844 C014PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun '+rgR j�EN SPACIN 24.0" ..hfiCat :Or1ZaI .... A .:.1-199 ,Y 2 9 :, :: :. , '. ...wN , ... (B0493-SHELTON RESD - HJ7 DC45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 5-0-15 SUB-FASCI"A BEAM ON THE THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT 0-0-8 CANTILEVER SIDE. 5-0-15 SUB-FASCIA BEAM ON THE 0-0-8 SIDE REQUIRES 41 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE CANTILEVER SIDE. 0-0-8 CANT SIDE REQUIRES 41 LBS. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 12-2-5 R=216 U=194 W 3 X 5 4.95 (- 4-5-0 4-5-0 PU 8-1-2 ri W1.5X4 III W3X3- R=376 U=180 W2X4(Al) -2-9-15 ��� 9-10-13 �I 9-10-1 Over 3 Supports R=533 U=333 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.375" Ft. "WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--43158 BRACING. NEE ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD 150 N, NI 53719), FOR SAFETY PRACTICES PRIOR TO 1Mr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED + r TC DL 7.0 P S F DATE 06/13/02 STRUCTURAL PANELS, UOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. !a/ F *"IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED QZ IFL! -� BC DL 5.0 P S F D R W HCUSR151 02164034 PRODUCTS, IHC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _(f_{�••..•••�F� BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND V B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i+ SPECIFICATION PUBC ISHEU by THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO %A�� OF T 0 T.L D. 42.0 P S F $E Q N - 36187 EACH FACE OF TRUSS, AND UNLESS OiHERXISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Z(T DR ANIN GS lo'G AZ. THE $EAI ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i/-�j•�QR�Q�•�4+v D U R.FAC. 1.2 5 F R 0 M DC Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS ti ....•• \ HaineS City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS[B[CITY OF THE BUILDING DESIGNER, PER Jun } ��9®ENG * 6cate °^ �rizatLq� An 0 995 % *•w z SPACING SEE ABOVE WRRNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES , UNLESS RPPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND RMOUNTS , AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3 . NO BRCKCHARGES ALLOWED , UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY APPROVAL DATE : DEL . DATE = BUILDER TO CONV . FRAME ROOF , VALLEYS AND O . HANGS AS NEEDED . BUILDER TO FRAME DOWN CEILINGS AS NEEDED . BUILDER TO BUILD UP WALLS TO MATCH TRUSSES AT HIGHER PLT HT . ALL WALLS SHOWN ARE LORD BEARING UNLESS NOTED OTHERWISE . SING BLDG . SUPPLIES 35 PHILLIPS PKWAY PH# 268 -8225 . FLA . 32256 f T- -- A 4 N N po CE: e 1p E 1:11 PITCH 7/ 12 OHANG 24 " MRN ' JOB •. BESTCON LOC : B04J3 PLAN : CANOE & KAYAK STORAGE 111 FOR HIDDEN PARADISE . JAX DESIGNER : DANIEL CLARK 4 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise Specifications BUILDER: BESTCON, Inc. DATE: 9/23/2002 CONSTRUCTION JOB ADDRESS: Tract A Hidden Paradise Marsh View Court Atlantic Beach, FI. 32233 All Items may not apply. (Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: NIA Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. BoIt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A I Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page t OWNER: Hidden Paradise Boat House Tract A Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil.poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" I .Size: T wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 TSIump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish & Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A [CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Comer Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species- Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1 st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" NIA Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows& Doors #2 or Better SYP , 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18" galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: ( ricluding Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal T-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway•Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Hidden Paradise Boat House Tract Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer 8Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Finger jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL- 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER: Hidden Paradise Boat House Tract A Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock Y2„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/ Popcorn or 1/ Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A 7Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile& Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonvilfe Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6. Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 14. PLUMBING: —7 Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public:N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue House to Water Heater CPVC SCD40 Glue House to Bathrooms CPVC SCD40 Glue '/." TO 1/2" House to Kitchen Sink CPVC SCD40 Glue '/."TO 1/2" House to Refrigerator CPVC SCD40 Glue '/."TO 1/2" House to Dishwasher CPVC SCD40 Glue '/"TO %" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LH P/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 16. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer& Size: 150 amp Square D -7 No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach - FL- 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 14 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights [Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4'2 light wraparound 1 Garage (front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER: Hidden Paradise Boat House Tract A Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19.SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name & Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name & Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name & Model: Firex.4418 w/battery backup Intercom Brand Name&Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name & Model: DSC PC 1555 Other: BESTCON,INC. 2440 South Beach Parkway•Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Hidden Paradise Boat House Tract A Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proger drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20- 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong -Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A NIA N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 CITY OF ATLANTIC BEACH y 800 SEN41NOLE ROAD �= SO ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024886 Date 3/19/03 Property Address . . . . . . 1469 BOAT HOUSE MARSH VIEW CT Tenant nbr, name BOAT HOUSE Application description . . . COMMERCIAL OTHER STRUCTURES Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 Owner Contractor ------------------------ ------------------------ HIDDEN PARADISE BOAT HOUSE BESTCON, INC. TRACT A HIDDEN PARADISE 2440 SOUTH BEACH PARKWAY ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 .00 .00 . 00 Plan Check Total . 00 .00 .00 .00 Grand Total 85. 00 85.00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. # BUILDING OFFICIAL crry OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE Cl-nFF ELXC'7'FJC.AJ.NSPECTOR; DATE: - 34t.--2003 I MPORTA9.;r NOTICE IN CONSIDERATION OF PERN11T GIVEN FOR DOING THE WORK AS DESCRIBED IN 'THE FOLLOWING, WE HE$EBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGUL .TIONS,CODES AND CITY OF ATLAN'ric BEACH ORDINANCES. ELECTRICAL CONTRACTOR:-.-I) j44 MASTE4 ELECTRICIANS S143NATURE:_� OW.NEKOF PROPERTY: JOB ADPRESS: RES.( APT.( COMM( PUBLIQ INDUS.( NEW(. OLD( PEW.( ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( FT RVICE: NEW fNCREAS CONDU .TOR SIZE SWITCHOR 8REAJUR 1494f--�) AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDER$ NO. SIZE NO. SIZE NO, SIZE LIGHTG OUTLETS CONCEALED I OPEN TOTAL RECErrACLES CONCEALED COTAL T—3 7t1 Cc-Z-,AA&M LOPEN PS j SWITC1-iES INLANDISS, FLOIJRE$CENT& M.V-,-,— .too APPLIANCES -BELL TFANSF.- 14.1'. RATI'N AIR O CEIL, KW:R7EWF CONDITI .NING COMP. MOTOR OTHERMOTORS Am" kT 0-1 MOTOR& H.P, VOLTAGE PIIS NO, I H.P. VOLTAGE P14S NUSCEL ANEOUS UNDE 00VOVER 600V MkNSFORMERS: NO. KNA NO. KVA "t— FF7f j�SIIE NO.NEON TRANSF, OTOR SIZE -1 SWIl'"T 80 .Seminule Road, Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 o Fax: (90-4)247-5845 9 http:!,fwww.ci.adsintic-beach.fl.us A I I i'I ATI .71. 40.� *6 "K2 iMhlw Citz of Atlantic Beach *** CUSTOMER RECEIPT *** aper: DSMITH Type: OC Drawer: 1 Date: 3/19/03 01 Receipt no: 43938 Descrippt�ion Oty Amount 2002 34886 BP BUILDING PERMITS 1 $85.00 Tender detail CK CHECKS 1226 $85.00 Total tendered $85.00 Total payment $85.00 Trans date: 3/19/03 Time: 10:27:24 PREPARED 3/28/03, 16:40:07 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/31/03 ----------------------------------------------------------------------------------�`----------- ADDRESS 1469 BOAT HOUSE MARSH VIEW CT SUBDIV: � % TENANT, NBR: BOAT HOUSE CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER HIDDEN PARADISE BOAT HOUSE PHONE PARCEL - - - APPL NUMBER: 02-00024886 COMMERCIAL OTHER STRUCTURES ------------------------------------------------------------------------------------------------ PMIT: BLDG 00 BUILDING PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 1/30/03 LJH BD FOOTING TIME: 08:00 1/30/03 AP 11 01 2/12/03 LJH BD SLAB TIME: 13:00 2/18/03 AP 17 01 3/06/03 LJHBD S ATHING TIME: 08:00 3/07/03 AP RO DECK AND WALL SHEATHING 13 01 3/31/03 LJH FRAMING TINS: 13:00, ------------------------------------------------------------------------------------------------ PBFNIT: ILIC 00 ILIMICAL PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESU S/COMMENTS ----------------------------------- ------------------------------------------------------------ 22 01 3/31/03 LJ - E ROUGH TIME: 13:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/,12/03, 14:02:51 INSPECTION TICKET PAGE 1 CITY OF ATLANT'C BEACH INSPECTOR: LARRY J HIGGINS DATE 2/12/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1469 BOAT HOUSE MARSH VIEW CT SUBDIV: TENANT, NBR: BOAT HOUSE CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER HIDDEN PARADISE BOAT HOUSE PHONE PARCEL - - - APPL NUMBER: 02-00024886 COMMERCIAL OTHER STRUCTURES ------------------------- ---------------------------------------------------------------------- PBY!lIi: BLDG 00 BDILDI" PgY!!Ii REQUESTED SP DESCRIPTION TYP/SQ COMPLETED SULT RESULTS/COMMENTS ---------------------- ------------------------------------------------------------------------- 10 01 1/30/03 JH BD FOOTING TIME: 08:00 1/30/0 AP 11 01 2/12 03 L H BD SLAB TIME: 13:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- B �cB ,r EXTERMINATING CO . , INC . 215 Osceola Street Jacksonville, Florida 32204 (904) 389-3323 - Fax (904) 389-9606 Builder: Lot# Subdivision: r A F4e)i sa, Address: r r, / � G rJ t w Time&Date: Termiticide: r''Y' %—L� Gallons: Square Ft.: L D(1 Linear Ft: _l. a Type of Fill:, Slab Type: Mono Floating Other: Depth of Footings:— �` Interior: /, �L exterior. Areas not ready for treatment: �`'�•r '� Comments: r Technician: PREPARED 6/25/03, 8:35:04 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/25/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1469 BOAT HOUSE MARSH VIEW CT SUBDIV: TENANT, NBR: BOAT HOUSE CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER HIDDEN PARADISE BOAT HOUSE PHONE PARCEL - - - APPL NUMBER: 02-00024886 COMMERCIAL OTHER STRUCTURES ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 1/30/03 LJH BD FOOTING TIME: 08:00 1/30/03 AP 11 01 2/12/03 LJH BD SLAB TIME; 13:00 2/18/03 AP 17 01 3/06/03 LJH BD SHEATHING TIME: 08;00 3/07/03 AP ROOF DECK AND WALL SHEATHING 13 01 3/31/03 LJH BD FRAMING TIME: 13:00 4/08/03 AP 16 01 6/17/03 LJH BD FINAL TIME; 17:00 6/18/03 DP AM OR PM OUTL T PLATES NOT INSTALLED. FLOOD LITES NOT INSTALLED EAST EAV S. LH 16 02 6/25/03 LJH PERMIT: BLBC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 3/31/03 LJH EL ROUGH TIME: 13:00 4/08/03 AP 23 01 6/25/03 LJ -------------------------------------- COMMENTS AND NOTES -------- ----- - --- ------ c' PREPARED 1/30/03, 8:40:57 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/30/03 ------------------------------------------------------------------------------------------------ ADDRESS : 1469 BOAT HOUSE MARSH VIEW CT SUBDIV: TENANT, NBR: BOAT HOUSE CONTRACTOR ; BESTCON, INC. PHONE (904) 246-3747 OWNER HIDDEN PARADISE BOAT HOUSE PHONE PARCEL - - - APPL NUMBER: 02-00024886 COMMERCIAL OTHER STRUCTURES ------------------------------------------------------------------------------------------------ PERNIT: BLDG 00 BUILDING PKRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESU TS/COMMENTS ---------------------------= ------ ------------------------------------------------------------ 10 01 1/30/03 LJH,. FOOTING TIME: 08:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 3/05/03, 16:51:35 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/06/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1469 BOAT HOUSE MARSH VIEW CT SUBDIV: TENANT, NBR: BOAT HOUSE CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER HIDDEN PARADISE BOAT HOUSE PHONE PARCEL - - - APPL NUMBER: 02-00024886 COMMERCIAL OTHER STRUCTURES ------------------------------------------------------------------------------------------------ PWIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 1/30/03 LJH BD FOOTING TIME: 08:00 1/30/03 AP 11 01 2/12/03 LJH BD SLAB TIME: 13:00 2/18/03 AP 17 01 3/06/03 LJH BD SHEATHING TIME: 08:00 _1*6' G ROOF DECK AND WALL SHEATHING -------------------------------------- COMMENTS AND NOTES -------------------------------------- PR'BI 'SEL b/17/03, 8:11:32 INSPECTION TICKET PAGE 1 CITI'`J ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/17/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1469 BOAT HOUSE MARSH VIEW CT SUBDIV: TENANT, NBR: BOAT HOUSE CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER HIDDEN PARADISE BOAT HOUSE PHONE ; PARCEL - - - APPL NUMBER: 02-00024886 COMMERCIAL OTHER STRUCTURES ------------------------------------------------------------------------------------------------ P6RNIT: BLDG 00 BUILDING PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------------------------------------------------------------------t A-9--- 10 �- --- 10 01 1/30/03 LJH BD FOOTING TIME: 08:00 1/30/03 AP job �J �03 11 01 2/12/03 LJH BD SLAB TIME: 13:00 2/18/03 AP 17 01 3/06/03 LJH BD SHEATHING TIME; 08:00 CK#'�'�'' 3/07/03 AP ROOF DECK AND WALL SHEATHING 13 01 3/31/03 LJH BD FRAMING TIME: 13:00 4/08/03 AP 16 01 6/17/03 LJH BD FINAL TIME: 17:00 ---------- -------- AM OR PM ------------------------------------------------------------------------------------------------ PBNNIT: BLBC 00 BLIMICAL PRINIT REQUESTED INSP DESCRIPTION TYPISQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 3(31/03 LJH EL ROUGH TIME; 13:00 4/08/03 AP 23 01 6/17/03 LJH BL FINAL TIME: 17:00 ---------- -------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- t p�LANrj�, 2 v = FlOR10�' OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE 416 9 (fv- 6, 17,0 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted l 0r L E ' SI $1 .00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247.5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday.