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Permits 1285 Main St (vault) JOBADDRFM Zg 2S ma n a TYPE 3V0BK PROPERTY OWNER �bJ TELEP&'oNE R yG. 3 7 7 CONTRACTOR c+SJTFl.FPgONE 2 V G PERMTT'rTiCTMBEle DATE INSPECITONS FOOTING SLAB HMZ TIE BEAM LdN3'EL . NAM NG/SE.ATS NG FRAI�II1VGi�C)7 UP LVSULATION FINAL BUILDING { ; Z CERTIFICATE OF OCCUPANCY 1 ' Z ELECTRICAL PENMI3# INSPECTIONS ROUGU FINAL MECHANICAL PERM777 S INSPECTIONS ROUGE I ' FINAL { PLUAfMNGPEJUff" 13`1 i INSPECTIONS ROUGWMMERMAT TOPOUT '9 WATF.RISE W R FINAL /L,7., y NOTES. f CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in j compliance with the various ordinances of the City regulating building construction or use. For the following: i i i Address: 1285MAIN STREET Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 1 Construction Type: WOOD FRAME I Use Classification: SINGLE FAMILY Permit Number: 24173 Date: 10/3012002 CI - " DON C. FOR C. O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i f Address: 1285 MAIN STREET Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 24173 Date: 10/30/2002 DON C. FORD, C.B.O. Post in a conspicuous space NOTICE TO: Water Department FROM: Building Department DATE: _ =- 1 �=-14-- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address , ERU Number 1 S �( li j i ------------- --------------------------- -------------------- ------------- --------------------------- ------------- --------------------------- ------------------- ------------- --------------------------- ------------------_- Sincerely, Pat Harris Building Department CITY OF rgtea.�ctic Seac� - ��s�cida 800 SEti11NOLE ROAD _ _ ATL:ADTIC REACH. FLORIDA 32233-5445 TELEPHONE (004) '_-l?-;800 FAX 00:) 247-5805 S1 NCONI 552-,800 MEMORANDUM July 21, 1999 TO: Finance Department FROM: Don C. Ford t� RE: Connection to Sewer for 1285 Main Street According to information we have received from Mr. O. C. McBride, this property has been on City water and sewer since 1985. Please contact O. C. McBride at 241-1029 to if you have any questions. DF.ph cc: File BUILDING, PL-fNNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: !. (2 Building Permit Number : l -7 ,?> t Address : Legal Description: Improvements to the a ove described property have been completed in accordance with the terms of the permit and is certified to be r_ady for occupancy as Lowest Floor Elevation : reauired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NO IFIED DATE APPROVED BY Fire /� Public Works —0-L- 2 n n ing a'ZPlanning fd��3� � Q�U3 p3- Building L(- C-) �, /'p_ ��- © Z_ r Sea•27. 2002 4:14PM BESTCON, Inc, N0.81b8 P, 3 FROM :CLARSEN & ASSDCIATES FAX NO. :904 396 2633 Sep. 27 2002 02:13PM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 5, BLOCK 227, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAOE 34 OF THE rAIRRENT PUBUC RECORDS OF DVVAL COVNTY. FLORIDA. ICOR. 8e,S,TCON- INC. BEARING FFERENCE: NOt7 ' "W FOR THE EAS R v R W LINE FOR MAIN sTREEr. 6LFvnT10N alto WN TliV3 (10. 2 FctrtRS TQ NAT)ONAL (SEODETIC TICAL DATUM. C 8 L O C K 2 2 8 L O T 4 L O T 5 L O T 6 S01'22'00"E a 50,00' 11�".^- � _ OA 4471).4--—K—^" ,00' LB 1704) a L O G K 2 2 7 - L 0 T 5 P " b pr U0 7 NQ N IN O a IN m City Ot Atlantic Beach •- w Buliding and Zoning . s aN i W � } i W W I'_w O 10.4' sa' 1J.. r to < O T- O N s O r 001 0' a 03 1. 7_Fi• � W A r 220.00' N01 1*22'00 w La 1794 9-0-200 50.00' MAIN STREET (50' RIQHT OF WAY) FINAL SURVEY- 9-26- 2 N TE: FOUND ALL IRON5,. EXC AS NO FOUN ATION 3VRVEt, 7-10-2002 NOTE: rOVND ALL IRON$ I HERBY CERf1FY THAT Trus SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE I FUNDI MINIMUM TEL,TawCAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE wrTH CHAPTER 61GI7-R, FIMMOA I • rvuxu LIOHIrK�rt AOMINSTRATIVL aooE(P'VRSUANT TO SE 704 4/-027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • I/2• ,ION THERE ARE NO ViSISLC ENCROAC14MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHowN. o t •y6T t8,104 Ban.-EE71 �gbTaH LNC N,,6-m-, TME LOT 91RV6Ym HEREON APPEARS To I�M,1TN�M nax CLARSON ANu ASST MCIATO, INQ IQ �cn+ IIMIFS '"Y' a4 YCALm FROLL'IME RDW 00*01M RATE 7643 NAWO AVE.,JACKSONVLLE PL..32207 CH kAP%OOWUNIT'Y PANEL. M0. 120076.•:00010DATED 4-17-69. PJC '3F O=W P.T. OF TATO({NCY �1RVE'YED _ A_ RCH 27 2001 � 'w wr�F L1Fo + �E . aFOjn RST-6r•• r SCALE: t" = 20' � RlWSTERED SUI[vETOR 710, 44E7,fL0RI0A —4•woou e FiRi n PInOK. "• PACE-,, A=DTI JOSE A. HILL JR_ r s ro FAGS -•On— HGV7 T)Tq,ltT unE —Received Time S e P•2 7-;. 3:2 9 P MRWY NOT vALW N1TF10UT Ei190S9E0 ms's BEAd. FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: Ax Flood Zone: Required Lowest Floor Elevation: 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 proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation 7 As Built Lowest Floor Elevation f G Z-- Survey Filed with Building Department c--Q— -- C- Building Department Representative CITY OF ATLANTIC BEACH i CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in 1 compliance with the various ordinances of the City regulating building construction or use. For the following: I I I i f j Address: 1285MAIN STREET Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 I i Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY I Permit Number: 24173 1 Date: 10/30/2002 1 DON C. FOR , C. .O. Post ixi a conspicuous space I CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i I i Address: 1285MAIN STREET Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 24173 i Date: 10/30/2002 DON C. FORD, C.B.O. _. .. Post iu a conspicuous space 00 ! �y Z °� zz -- - ok ENSE�- WO S fli Pq- - s CITY OF 4daosk-o AewJs- Office of Building Official REQUEST FOR INSPECTION Date— 0 Permit No. Time A,M, Received Awl/PM: /I "I / wi 6 1 4'— Job dress L ality War's m m, Contractor actor BUILDI G CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 11 Footing El Rough Wiring D Rough E] Air Cond.& ❑ Re Roofing Ell Stab C Temp Pole 7, Top Out El Heating Insulation F] Lintel E, Final [I Sewer E Fire Place 13, Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs. Fridayzo---3- 0 A.M. Inspection Made PM, E3 In or Final Insp�� este ion certificate of Occupancy Date 0�-'�j1j!j l� 1 CITY OF ATLANTIC BEACH -� 800 SEMINOLE ROAD M ATLANTIC BEACH, FLORIDA 32233 Fj INSPECTION PHONE LINE 247-5826 'V�Jl�aar' Application Number . . . . . 02-00024950 Date 10/03/02 Property Address . . . . . . 1285 MAIN ST Application description . REINSPECTION FEE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ---------------- ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (9 04) 246-3747 ---------------------------------------------------------------------------- Permit REINSPECTION FEE Additional desc FAILED FINAL INSPECTION Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 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 BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number . . . . . 02-00024831 Date 9/18/02 Property Address . . . . . . 1285 MAIN ST Application description WMBING ONLY Property Zoning O TED Application valuat 0 Owner mon racor,�,, mom ... --- -- ---------- ------------ ---- - . BESTCON, C � 2i �1AEMTT, , INC. 213 4 S. #�AS P N 37 1 C, R t 20 JAX BEAM 32250 MIDDLEBt3 �, % FL 32068 (904) y4� 7 % 4 (904) 282- 41 ---------- - « -- - ------ -11� ------------ -- ---------- Perm:& UMB IT Addi �'ional `INKLER SYSTEM Per*t.'.:Fee 00 plan Check e ;� . 00 Issue Det ,� Valuation 0 Feq E(ummaPaid Credited Die -- - ---- � - * -------- ------ ---- ._� ---- I Permit F Tc ,OCt 2 .0 00 . 00 P1'an q c Tc .., t3 00 G4i Tat 1 25 .,00 ,25. 00 0 � � . 00 -.. , �^,� � � k' � �, Sl � T.i\ keys• 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. R CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATIO /,�8 S - lY A 1, N: N OWNER OF PROPERTY: TEL. PLUMBING CONTRACTOR: eAJ+ Z, 3 z•�to� CONTRACTOR'S ADDRESS: 3-73 � C � c�a�d y1/l.��G, /-5- CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / J4�1N 5 _ OWNER OF PROPERTY: TEL. PLUMBING CONTRACTOR: O /Y1AAvP&e�fweAI+ 3 7�to_ CONTRACTOR'S ADDRESS: _3-7 3 C oda 77�I.��Y� u��L f'2— STATE "2STATE LICENSE NUMBER: /S 7 TEL. HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER C A-t r-i TOTAL FIXTURES: X$3.50+$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS—(904) 247-5825. DYNAmC ELxC, im 3167-201 S.Sr.Jom &E arm JACicsof4mc 1 w- FL September 10, 2002 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, .sem Gary Perkins Dynamic Electric, Inc. Re: Lot 5 Block 227 Atlantic Beach CITY. OF ATLANTIC E-CH Residence: SPEC BUILDING OFFICE Address: 12WMain Street Permit #: 24173 lis''2 AA11�� � .�. //CITY OF ''�-- ..,,-- 4&6a, w- /3�-4Im Office of Building Official REQUEST FOR INSPECTION �. Date �` Permit No. Time A. Received PZ. , ress Locality Name Name Contract BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab / Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. `: a�Q'lJ Wed. Thurs. Friday P.M. \� b A.M. Inspection Made kv P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-587,7 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION FPermit Number: 24501 Address: 1285 MAIN STREET ermit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 ss ofWork: NEW Township: Range: Book: Lots :5 Block: 227 Section: Proposed Use: SINGLE FAMILY Subdivision: SECTION H Square Feet: Est. Value: _ Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/23/2002 Name: BESTCON Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH,FL 32250 Date Paid: 7/23/2002 904 246-3747 Work Desc: INSTALL NEW 200A SERVICE CONTRACTORS `_ R.. ATION FEES 50.00. l " k`N cx y ear $ x + # 'r• u 1 � x ��., : '' �9� t '�✓"w R a. ,. �""` .r" �=L�.� ski`%`' 'u�,,. � ,�',� "'y�"� s� i »4 P� NOTICE - IN ESI ECTION IC SPACE, AND BUILDING MATERIAL` I FRI .'t tIi 1t 1V IUII "I"I�OI �' MUST BE CLEARED UPS B'Y '1Tdi Off' '". "FAILURE TO COMPL k � IN THE PROPERTY OWNER PAYI ISSUED ACCORDING TO APPROVED AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI -W DSMITN IV": 0C k w:'I %te: 71NM a IV": w: 14 PERMITS-NNILDING I rA.99 N10111C92219M AT NTIC BEAC BUILDI PT. 1285 NBIN ST Rall, date: 7/24/02 Tire: 9:23:99 CI�Y OF ATLANTIC BEACH, FLORIDA APLICATION FOR ELECTRICAL PERMIT TO TIME CHIEF ELECTRICAL INSPE OR: DATE:7913 202). 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 E ECTRIC.AL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. i ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE: OWNERS NAME: ADDRESS: �a SS's „ : RFD BOX BLDG. SIZE BETWEEN: RES-(14RAPT.( ) COMM( ) PUBLIC( ) INDUS.( ) NEW(v* OLD( ) REW.( ) ADDITION( ) TRAILER.( )i' TEMP.( ) SIGNS( ) SQ. FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE fle AMPS: COPPER( ALUM.' FEES SWITCH OR BREAKER AMPS 1 FH 3 W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO, SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 S 31.100 AMPS SWITCHES F T i INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 S. I OVER APPLIANCES I I BELL TRANSF. AIR H.P. TING H.P.RATING CEIL. KW-HEAT CONDITIONING CO . MOTOR OTHER MOTORS AMPS lHEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: _ NO. IKVA NO. iKVA NO.NEON TRANSF. NO YA MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN _ Updated 5nonoo2 �� 7 3 " �r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tei: 247-5826 Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24371 Address: 1285 MAIN STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class.of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 227 Section: Square Feet: Subdivision: SECTION H Esta Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/01/2002 Name: . BESTCON Total Fees: 53.50. Address: 2440 SOUTH BEACH PARKWAY Amount Paid: . 53.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/01/2002 Phone: 904 246-3.747 Work Desc: INSTALL 11 FIXTURES CONTRACTORS �-_ APPLICATION FEES DON HARRIS PLUMBING � l , ^' 53.50 lh, '.hAGS 4 T#ioia a Ft . d f �"`�".•.fn _ yy'r"`�IL��r" . r NY✓+�'" �'yy11M{ d Y �• ti'y ,3 3 �G•^X�r��yyx tESM. t+rt`( ( 'i� syr ri�. ",v yR'� �? 'Tro <rrir z� '�rNx,�'G ,v*1�, gS' x��� a�k� rr�... .��� ��ivp� W ��"�4rAM�"�'�t +��� Vii'`ti, "3�"'!w�'i. .• ,r'� aA "n -�-'4 ' txb a r. �l n✓M:.. .. wzr."m `� ' St"' d k .yyy ,�, �� �� �W��� ��Na+ �t^ �' ���s�'�� �' . - 0�7� � � r�,��t^��ttrrrw� '+.�.� ,� i�. '�3,•�+'`�°'�t' �a,: ,r`y4t �9C"��' ^y'�' '�'r�'. � .fir� +�S " aw.M `""�"T!x ,•v �,�'G�*.xF,�'r''�r�'��'�lw.�,8''�t ���4dt��'�i� ��-'. � !''►�xu"' #Y z "t''. 2 ' rr.w.=r .tu �".✓ }.$ ° -Ci3 w.», '"a'( ,a ;+, w��"�� '+;� .'1`� ..... "°�' ''" ... .'�•"'� y 61."+.'.`'�S r-' aer+�p�, ` k� 'y' ,*1`t t,• �"�rS�w " 3 .?-.n ° x�' y r 'r"�,�nj A ✓ -« is 3 •� �� '�' 'i 7. ,ii5 !3 a � 7 f 1� r,rr.�'�h. j py��`.n gg J ✓��� f ,{ � haF s.xik" 'F �Ps- f } . l��fi�3� �;,• wt­. � '�q a'ft>'�"x`r. kWB 00 4H`'��•,� ,cr � ++�.hwLL�,�p"�+' �rC,i"'�`�' q�iN qtr'+rk � +i 1 "' . 's x �, �}� i . i� � .�,,'" ,,r�f iS�."^%.�..t � P'�aa7 .t*us�• t ''Kah�s.3x��ie{ a��" a, '�^#�;'w�x�""�.' ,, v"� � -� � . rty c.� "�`.�..�° +:�r�t��; L.at �.:�w �1iti >;• � =>� ..r R`.ir �' ak s 'F � "+ �� NOTICE ]ON 0''^ ' ���'� ��"pkv' %.�ir"nK6..•,. °lyEq(� t�'"" �'' 7t,A"" .Y a T1� �'"Ta"'g +1�.3' BUILDING MATEf � . PUBLIC SPACE, AND.,MUS Y. :" M.., . � r .. : ' `. Baa:� a OWNER a{t wdpk ���'`"rvb"^�•,H�y�t,( tN ,�� � a " ? & i.M'�A �"°tN�•-e�.sy,.i. �:.. � k � 4 :.. } :1Jsi1 �1 ,hili 1 � •� '� 4Y .. - i "FAILURE TO COMP , THE PROPERTY OWNER P '' �.: .,,: : �.. ; -:A'�h, �)yAi+ � 14C J�Y�„qk' r � r�'�"'' �r+•+..kk'2,�a a, �o- ISSUED ACCORDING TO APPR SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P RWBt - .:� mo: 69123 ATLANTIC BEACH BUILDING DEPT. Q SlAEET 2329 Trans datt: 16. r��=' WAL CITY OF ATLANTIC BEACH APP TC ON FOR PLUMBING PEP-MIT Bldg. Permit# JOB LOCATION: //4�A/ IV, OWNER OF PROPERTY: BUILDING CONTRACTOR: _ / :! PLUMBING CONTRACTOR Don Harris Plumbing, Ca. AND ADDRESS: P.O. Box 14668 aacksonville, FL 3220 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 , TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY /-WATER HEATERS /-BATH TUBS / DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: z $3.50 + $15.00 = $ ------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE HOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF 1 � 7^[&tfl44.4 B"-0;ft U'J4 Office of Building Official REQUEST FOR INSPECTION Date Permi No. LY ) Time A.M. Received SME Job Address Locality Owner's Name _, i 7 Contractor BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Framing ❑ Footing El Rough Wiring ❑ Air Gond.& G Re Roofing ❑ Slab ❑ Temp Pole El Top Out E Heating Insulation D Lintel 0 Final ❑ Sewer 111 Fire Place Cl Pre Fab REA INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy 0 Date 5L-14--c- 1 6 3 //CITY OF l3 -!tlal K+t�!sOffice of Building REQUEST FOR INSPECTIO Date Permit No. � �. Time A,M• Received P.M. Job Address Locality Owner's c Com-r [P—>C s_tc-u 'y''� Nas Contractor BUIL DIN _ CONCRETE ELECTRICAL PLUMBING MECHANICAL 0 Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond,& ❑ Re Roofing .E❑ , Slab F, Temp Pole F-1TopOut ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday PM. A.M, Inspection Made PM Inspector __ e�._.. Final Inspection 11 Certificate of Occupancy❑ Date G %O IA E N �1 �e o� R%Ngp A of-Is" FD pe`n;rt�o. p.M `ooaNty Date ^, Gond'& Relieved f� `' Gontraotor p�V���i1G' O Neatim9 e fl t pab pddres �Ft�GpL O F°+�plit ppre Fab M fob E h W;rin9 OP er p.M O�net s cotolll � o Fe1poie Fr;day ;na � SON Na 1L0� � grab g y FOR�pSp (horn Fra 0 \-oo REAP a,Otmg e CJ Wed' IRO.. Cron RCron a\1nsPeo oaPanoy Msryla Cues. FCertrt\talp, of Dc Mon' Date \nspedwn Made tnsPeclor _ �� /�-1//-�CITY OF /31&U-4�� fY�iGil lC Office of Building Official - S� REQUEST FOR INSPECTION Date f Lo (4 ' 13 Time A.M. Received P.M. Job Address cLocality Owner's ( � �� Name -Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ REA R INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made �G P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX= 247-677 - LOCATION INFORMATION PERMIT INFORMATION Address: I Prmit eNumber:- 24520 ATLANTIC EACH, FL 32233 Permit Type: MECHANICAL Township: Range: Book: Class of Work: NEW Lot(s).5 Block: 227 Section: Proposer!Use: SINGLE FAMILY Subdivision: SECTION H Square Feet: Parcel Number: Esta Value: OWNER INFORMATION Improv. Cost: Name: BESTCON I Date issued: 7/24/2002 Address: 2440 SOUTH BEACH PARKWAY Total Fees: 43.00 JACKSONVILLE BEACH, FL 32250 i Amount Paid: 43.40 Phone: 904)246-3747 Date Paid: 7/24/2002 Work Desc: INSTALL NEW HVAC _ �, {CATION FEES CONTRACTORS 43.00 CHAPPELL CONSTRUCTION,_INC v � NOTICES SPACE,AND BUILDING MATERfAL MUST.BE CLEARED r K = THE "FAILURE.-TO POMPL PROPERTY OWNER PA SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROV r FOR VIOLATION OF.APPLICABLE PRi Ty": 0c: Drove: 7m$2 0t ReoeiPt ND: P 75 WILDIMG 1 943.0� ERM ATLANTIC BEAC BUILDING DEPT. NtNY432't1iM 1285 U11 ST 1575 $129.0C1 CM= . Trans date: 7/24/92 Tim: 17:03:39 z-© f 5 m 6":. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: /2'sr ma ..' N S-+ _ LOCATION OF Intersecting Streets:Between And BUILDING I Sub-division II. INDENTIFICATION—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 perforin said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards ofgood practice listed therein. Name of Mechanical /7 n Contractors /7 Contractor Print 19 R C Master C Z Name of Property Owner �" l✓ Signature ofOwner Signature of Or Authorized Agent I) ) Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. lectric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP ,_Natural _Central Utility BUILDING OR SITE? ues- ❑ Oil O Other—Specify IF YES,GIVE NUMBER OF CONST�tUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE ATURE OF WORK INSTALLED H Residential or _ Commercial (� New Building Provide complete list of components oak of this form) (3 Existing Building Heat _Space _Recessed ✓Central _Floor ❑ Replacement of existing system We"Air Conditioning: Room Central Mt New Installation(No system previously installed) O Duct System: Material Thic ess O Extension or add-on to existing system Maximum capacity /0 0 clm ElOther- Specify O Refrigeration O Cooling tower: Capacity _ qpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY (3Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) O Tanks (Number) Remarks O LPG containers (Number) O Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency ov N�fPa z tc. G HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU A enc O d Door TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency May-10. 2002 5:23PM BESTCON, Inc, No.4126 P, 4 rD0?-A4-0141 NOTICE OF COW KENCEMENT Hoak 10473 Page 233 To whom it may concern: The undersigned hereby informs you that improvements 17165 will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the qW1MV a2101014 following information is stated in this NOTICE OF � 03177131 PMS' COMMENCEMENT. 110 clr cpRi � 1. Description of Property: Fig ; 1. Lot 5, Block 227, section, •H•, ATLANTIC REACH, according to the plat thereof, as recorded in Plat Book is, Page 34, of the Puk41ic Records of Duval County, Florida, r1 5 Block 227 Atlantic Beach, Atlantic Beach, Florida Gcecrai description of improvements: R jagle f AVIly dwelling Owner 9e11tcon a 2440 Soutach par hbe QTc Heacb, Pi 32250 Ownces interest in site of the Improvement Fee simple Title holder(if other than owner). Name Address Contractor—putcon,. Inc. Mdress__2440 souga=; Parkway Jae Beach F} 32250 ` suretyes any) Address Amount of bond S Name and address of any person snaking a loan for the construction of the improvements, NUM . WaRth Bank Address 10145 Centurion Parkway, u1soksonville, Florida 32256 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be saved: Name Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [21 [b], Florida Statutes. (Fill in at Owner's option). Name Veatsure Title hgjIggy, Ltd.. LL Address -43I oat Pablo/Oaaks C r Ja nville FA 32224 STAT£OF TI V"t Best n, Znc a Florida corporation 8 COUNTY OF . Duval Owner Paul W. Nichols, President The foregoing instrument was acknowledged, sworn to and subscribed before me this let day of rnaX 2002 by who is personally known to me or produced as identification and who did/did not take an oath, Frgwnd By sed F.eame.7o: venture Title Agcy. Ltd., LLLP NotatyPublic Signamre 4315 Pablo Jacksonville, ptb*dMe., Terri L. Lane ?orF r" My Commission Expires: June 5, 2004 aoesm�ca CITY OF ATLANTiC BEACH DEPARTMENT OF BUILDING FL 322 2-TEI ! 247-5825 E D-,;TLA; ------ --- LOCATION INFORMATION PERMIT INFORMATION In--16mber: 24173 IN STREET Type: BUILDING Permit TypATLANTIC BEACH, FL 32233 i I Township: Range: Book: Class of Work: NEW Proposed Use: SINGLE FAMIN-Y Lots)-5 Block: 227 Section: Subdivision SECTION H Square Feet: Est. Value: Parcel Number: i Improv. Cost: 96,2965.0n- -61 Date Issued: 5130/2002 Name: BESTN Total Fees: 3,500.54 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 3,500,54 JACKSONVILLE BEACH, FL 32250 Date Paid: 5/30/2002 (904)246-3747 Work 0CT NEW CONSTRUCT!1 CAT!ONFEES CONTRACTOR(S) 672.00 if I-BESTCON, INC. 370.00 1,250.00 85.00 5.65 07 05— 0,30 *5N AS ten, OV8 325.00 35.00 H".lAlAT FES 75000 7 'CONST.SU0 W, .-GE,.,., 6.83 ZX %,Sc' * LT 0.76 r TION NOT iC jt-jspg�qtq AT�LE4i EQUEi -tNSP LIC SPACE, AND BUILDING MATERI M THIS WO WV MLIST ceo-04, r --L= 110% !A --6; CQ NN 1, OR 0' F--R MUS, BE f WAL, EjjLjER-., T a.eEARE U,L yA I U, 0, "FAILURE TO COMP IN THE PROPERTY OWNER PA I ISSUED ACCORDING TO APPROVE IT AND SUBJECT TO REVOCATION I,ii FC)R VIOLATION OF APPLICABLE P ROVI 0 Type: 0C proa WAS: US&V of Ail so. 62M 14 PMTS-mLi I kTITAfk�B6H BtJILDING--Q&PT. 0672.00 1285 IMIN ST C1 cmm 1864 W*M Tim: 11:24:29 /i CITY O.�FJ ATLANTIC BEACH PERMIT CALCULATION SHEET Address /7,4 r eJ X,; Date S`-- 3 O - o '� i Heated Square Footage O @ $ er sq ft = $ Garage/Shed 3 2 @ $ _per sq ft = $ Carport/Porch $ per sq ft = $ Deck @ $ per sq ft = $ Patio ! �' @ $ per sq ft = $ TOTAL VALUATION : $ 2-q 6 � / 2 (00 Total Valuation 1st $ .3 d, 00 0 $ Remairling Value $V. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 $ .-a BUILDING PERMIT FEE $ WATER IMPACT FEE $ r-7 a SEWER IMPACT .FEE $ 2.r WATER METER/TAP $ �J CAPITAL IMPROVEMENT $ 3 2� SEWER TAP $ -b i(l`(0 ) RADON (HRS) .0050 $ 5-6 - SECTION SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ Ails VV-j SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 'S ro ADDITIONAL PERMITS OR FEES: Mechanical_.; ...Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF 800 3EVIINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCONI852-3800 DATE - -- JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Rei �-�inal Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 44 £" Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT I i ' CITY OF 44olic Beacja-AM�id� ` Office of Building Official REQUEST FOR INSPECTION„ . Date Permit Time A.M. Received� � tP.M. ,1_r- ob Amt dress Locality Owner's «? Name �gji tor BUILDING CONCRETE PLUMBING MECHANICAL Framing ❑ Footing ❑ R ❑ Rough ❑ Air Gond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ["j Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. kf) Inspection Made { �. _ PM. Inspector Final Inspection Certificate of Occupancy❑ Date g A 4 'C'ity of'Atlantic Bench • 300 Seminole Read- Atlantic Beach,Florida 32233-$44$ Phone: (904)247-5800 ° FAX (904)247-5805^ hitp:/lWWW/cl.atlantie-beach.fl.ats FOR SINGLE-FAMN .Y OR T'1A70-FzkiM9LY (DUPLEX) ICONS RUC TUON (INCLUDING NE';JU'CONSTRUCTION, REMODEL, ADDITIONS AI`1I3 ALTERATIONS, MOWNG Old OEM01. U-10N) a DATE JOR ADDRESS AMILICArr ADDRESS P1<d®PdE: l.XGAL IDRSCWP'I'40N: BILOCK INJMBER LOT N1I7MMIR ZONING DISTRICT CONTRACTOR ST'AR'T;LICENSE NUMBER ADDRyusms PHONE s CITY ; STA TT ',' FAX DESCRIBE PROPOSED USE AND`WO1R31sTC BE DONS PRESENT 17SE Off'T<.,ANID OR&$IJIL DING(S) VALIJ, TYON Of 1PROI'OS2D CONSTRUCTION Is this an addition? If yes,what are the dimensioxas of the added spume: fact by Will the added area be heated and cooled? „ _ New electrical or increase in eervice? New plumbing fixtures? ' New fireplace? New heating/air conditioning? 1 y Is approval or Homeowner's Association or other private entity required?_ ,iM' ° kf yes,please submit with this application. PROCEDURE: (Rn order t0 elrpedete issuanact of PcTmits, Pk2sc f0&low 211 Steps zrud 2ra9vide ail infsnEM260n at SPIMPlrala�e.) 3'3' rY 1. Venly zomng designation and proper setbac'.:s for the proposed construction. If you are unsure of this inforrmatioa,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify Toning designation,please have Property Appraiser's heal Fsmra Number avail-able. STEP 2. Contact the City of Atlantic Beach Department �of;public Works to determine it a pre-construction or post-consttuctiou topographical survey is required. (If not required, written vexification must be provided with this application.) The Department of Public Works is located at; 1200 Sandpiper Lane,A dantic Beach, FT, 32233 Telephone:(904)247-5834 ':1102 Rece ! !ed Time ,yP vO 1G SP?yA f • STZ? PIeaSC SubMiL ELIC18y Cudc Fwjm, Nuticu -)1 Cufmntmcuuicut, Gwncr/CuuMactor Afidavit if owner is contractor, and four(4) coxnplete se.s of construction pInns to the Building Dcpament, which is located at the Atlantic Beach Cir/ Mall, 800 Scminolc Road,dantic Beach,):'L 32233 Telephone. (904)247-5326 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work buing perfurnicd. Scala of drawings should be sufficient to depict all required inxbrwadon in a calcar and legible manner. 1. Current survey showing the property boundary with bearings and distances and the Icgai&-criptinn 2. Location of all structures, tempow/ and penyment, including setbacks, building height, number of stories and square footage. Identify any exisLing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical surrey. 5. Any significant environmental features incIndin0+any jiniw ir.9inmii wrf1nnrlc, C".t:"CL,Hamra water bodies. 6. Impea•vaous SGrf2CS area caicntlmtionS, (Swinuning poois may be excluded from totzl Ampervious Surface.) 7. Cthcr information as may appropriate for individual applications. II HIEREBY L:ER T>IIF`✓745AT,1?, ",,,,'T OlE'tIVIATRON?ROWDiED 777777THXS s4,)PPLICAeTION US RC1 RRIKCI'. o SIGIdA'3''dJRlE OF OWNER� .._.�.,.... t .. t1DA"lC)h a 11FREBY CZIRTIFY THAT I kiAYE XZAID A:40 XAAM1N1'.1? 'VK& AfFL,Itt:A'L'ION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALI, pROVXS1<DNS OF 'TEE LAWS AND OR DWANCES GOVF W-11NG THIS TYPE OF WORK WILL BE CO NDPLIEfD WITH.W HETHER SPECIFiw HF.RzaN GR NOT, THE GRANTING OF A HAFRtMu ADor&S NOT PRESUME.'TO GIVE AU'I'RCDR17-1 TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATZ OR LOCAL RULES, Lt);GVLATie;NS,ORDINANCES,OR II,R,`da1S IN ANY MANNER,INCLUDING' HIF.GtDWI8N AN G OF C 014S"II RUC TION OR THIP,?ERPOILMANCE OF CONSTRUCTION OF 'II HM Pit.®1PtER'A'Y. I UNDERSTAND 791AT THE IS UANCZ OF THIS PERMIT IS CONTINGENT}I1T'ON THE ABOVE INFORMATION BEING 7R UT, AND CORRECT AND 79YAT TITS, PLANS AND SYlPL°QDIIB'H"ING DATA HAVE I3EI'N OR SHALL BE PROVIDED AS REQUIRED. S1IGNA'II URE CDF CON'TRACTO i VAT:T, ADDRESS AND CCDIgTAC:'T INFORMATION OF ',1e,'FRS0n1 TO RECEIVE ALL CORYRESlY0NDENCI RXGA INN TIM APPLICATION (FLEA:E eRXNT) a , a NAME ij MAILING ADDRESS PHONE SWORN AND SUBSCRIBED BEFORE IME 31IMS DAY O1+ STATF OF FLORIDA,COUNTY OF.DUVAL NO T.AXTS STGNA'II'URE eeeese AS TO tI� Personally ltzaowtl Z; `0 rt+, - ❑ .produced identification S�� ®92777 �'"': .® Type of identification produced �G+�.��b�ded 6`1'• tit®`����`'. AS 7O CONI ��l� ���������� Personally known A ✓<l9111,90,® ❑ P oduced identification Type of identification produced U/02 Received Time Apr , 30 . 12': 13PM PAGE 1 Date: 04/09/2002 MANNING BUILDING SUPPLY LOG # : B0286 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: PLAN 1190 Address : 2440 South Beach Parkway Address : LOT 5/227 ATLANTIC BEACH Jacksonville Bch, FL. 32250 Designer: KEN ------------- ------------------------------------------------------------------- LeftI Right ; qty Span O.H. O.H. Description -------------------------------------------------------------------------------- 1 5 ' 8" 116" 116" Al 1 5 ' 8" 116" 116" A2 1 22 '4" 0 ' 0 ' B3 3 17 ' 11118 0 ' 0 ' B4 3 28 ' 6" 1 ' 6" 116" D1 1 16 ' 6" 116" 116" C1 5 28 ' 6" 116" 116" D2 1 28 ' 6" 1161f 11611 D3r�E� 2 26 ' 6" 1 ' 6" 0 ' E2 , E3 1 31 ' 611 11611 11611 E4 SEALS 1 26 ' 6" 1 ' 6" 116" F1 2-PLY 1 26' 6" 116" 116" F2 1 26' 6" il ' 6" 1 ' 6" F3 1 26 ' 6" i ' 6" 1 ' 6" F4 1 26 ' 6" 1 ' 6" 116" F5 2 14 ' 116" 0 ' F6 1 14 ' 3"7 116" 0 ' F7 ► 5 15 ' 2" 1 ' 6" 0 ' F8 1 9110"1 211117 0 ' 9 ' 10 H/J 1 9110"1 211117 0 ' 9 ' 10 H/J „ 5 7 ' 1 ' 6” 0 ' 7 ' TRAY E/J 3 7 ' 1 ' 6" 0 ' 7 ' TRAY E/J 2 5 ' 1 ' 6" 0 ' 5 ' C/J 2 5 ' 116" 0 ' 5 ' C/J 4 3 ' 11611 0 ' 3 ' C/J 4 1' 116" 0 ' 1 ' C/J 1 22'4" 0 ' 0 ' B2 1 22'4" 0 ' 0 ' B1 -------------------------------------------------------------------------------- 35 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 22 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- - 57 - Total Trusses 33*8­8 23'3"8 — T 111 —I— F -- f IW W Uj Lo- NA F 10 0 0 ul co co 11Z F, i LL- do LL co u- U- LL II I --—---------- ---- ---- L B3 F-A— LEE B 2 LA Bi cN cm 16*14" 518- 12'3"8 zr 1616" I DO NOT CUT OR ALTER TRUSSES, UNLESS MANNING BLDG . SUPPLIES APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTSAS TRUSSES WILL BE BUILT IN STRICT 7112 PITCH 180' OH SQ / CUT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY : JOE3 : B0286 APPROVAL DATE: CUSTOMER : BESTCON INC . DEL. DATE : LOC; : LOT 5 /227 ATLANTIC BCH . nF- Q T rNiF7Q - vF--Ki DQDvr:- Q 1� . , � ©a ©» . � ��� � a y� �� � . � � � ^»$ � r »«$ ��, °2� xv: . 2:� �—. x,� .�> �� w } (80286- - Al) 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. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 5.67 TC From 54 PLF at 5.67 to 54 PLF at 7.31 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.67 BC From 4 PLF at 5.67 to 4 PLF at 7.31 W4X4 W3X3 W3X3= 7 IF— W3X3 7 W3X3= 1T 1 8-1-2 W1.5X4 III W3X3 W3X3 L,1-6-0 3 1-6-0 3J L, 2-10-0 _I_ 2-10-0 _I t5-8-0 Over Continuous Support R=176 PLF U=93 PLF W=5-8-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d T FL 3 R Scale =.375" Ft. "`WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^_ ) j C L L 20.0 P S F R E F R151-96921 Bft ACING. REFER TO HIB-91 (NANCIL ING 1NST ALLIN6 ANO BRACING), PUBLISHED 8Y TPI (TRUSS PLATE �. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 0 4/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •�wY• STRUCTURAL PANELS, BOTTOM CHORD SHALL 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 5.0 P S F D R W HCUSR151 02095001. PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7pt BUILD THE TRUSSES IN CUNFURMA NCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ,Q 2764 7ALPINE BRAf,)N6 OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PRO VISIONS OF NOS (NATIONAL DESIGN I �. _ B C L L 10.0 PSF HC-ENG /DR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '�'�r- T 0 T.L D 42 0 P S F S E 4 N - 12573 EACH FACE OF TRUSS, AND ONLE SS OTHERWISE LOCATED ON iHIS DESIGN, PUSI..ON CONNECT'URS PER i��•e DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING d H�V�e�f ► O U R.FAC. 1.25 FR0M K E N AIpI11C ER�Tll1CefCd PtOdIICt$,Inc. RES PONSTB II ITY SOLELY FOR INE TRUSS COMPONENT DESIGN SHOWN, TME SU ITAB II ITY AND OSE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PAR11f,ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A P r MAa SPACING S E E ABOVE FL Certificate ofAuthorizetionp567 ANSI EI,1 1-1995 SECTION 2. (B0286- - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.80 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 WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4= 7 T 7 2-0-2 8-1-2 W1.5X4 III W2X4(A1) = W2X4(Al) 1-6-0 + Lii�1-6-0 3J �-2-10-0—��2-10-0----� 1. 2-10-0 _I_ 2-10-0 _I —5-8-0 Over 2 Supports R=329 U=180 W=3.5" R=329 U=180 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 ANC T C L L 20.0 P S F R E F R 1 5 1--96922 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE (� INSTITUTE, 5B3 D'ONOfR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR To M. C D L 7.0 P S F DATE 0 4/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED :"F'^ � STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��/ �•Wq , "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 02095002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 447®4 E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING PND j* B C L L 10.0 P S F H C-ENG D R ALPINE BRACING OF TRUSSES TI1IS DESIGN CONFORMS WITH APPLICABLE PR OYISIONS OF NDS (NATIONAL DESIGN / SPECT FICAT ION PUBLISHED BY THE AMEft ICAN FOREST ANO PAPER ASSOCI ATIUN) AND TPI. ALPINE A OF :• CONNECTORS ARE MADE OF 2GGA ASTM Ab53 GR40 GALY. STEEL., EXCEPT AS NOTED. APPLY CONNECI ORS TJ /`�R10 1h TOT.L D. 4 2.0 P S E S E A N - 12575 EACH FACE OF TRUSS, AND ON[ SS OTHERWISE LOCATED ON TH15 DESIGN, POSITION CONNECTORS PER ILII --+�R1Y�••_ DRAWINGS 150 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I �•i`'•.�a�•+'•�• O D R.EAC. 1.2 5 FROM K E N Alpine Engineered ProdUcts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S Haines City,FL 33844 LMPNENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A P SPACING 2 4.0" FLCerti6cateofAuthorization4567 ANSI T,I 1-19,5 SECTION z. (80286- - B1) 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. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 114 PLF at 0.00 to 114 PLF at 21.99 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 54 PLF at 21.99 to 54 PLF at 22.33 BC From 30 PLF at 0.00 to 30 PLF at 22.33 SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 7 r W5X5 —17 6-6-14 W3X3� 11-5-13 10-11-15 10-5-13 W2X4(Dl) 9-11-15 W2X4(Dl) 0-0-4 J 4 1- 3 0-1-2 8 1 2 L 6-1-12 �l-- 3-0-0 -I-- 2-8-8 ��E 3-0-0—��2-11-8--J 17-10-4 4-5-12 17-8-8 4-7-8 11-2-12 ��F 11-1-4 11-2-12 i 6-5-12 T 4-7-8 22-4-0 Over Continuous Support J Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE^ 19.5'd FL 3 R - Scale -WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 20.0 P S F R E F R151-96923 a RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE j�'�6 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ' m. T C DL 7.0 P S F DATE 0 4/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI6ID CEILING. '�•T�P� • "q/► "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j �� BC DL 5.0 PSF DRW HCUSR151 02095003 PRODUCTS, INC. SHALL NOT BE RES PO NSI8 LE FOR ANY DEVIATION FROM THIS DES IGN; ANY FAIL URE TO t BUILD THE TRUSSES IN CONFORMANCE WITH THE OR FABRICAIING. HANULING, SHIPPING, INSTALLING AND 6.42704 BC LL 10.0 P S F HC-ENG /D R 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TATE OF •� TOT.L D. 42.0 P S F S E O N - 100 2 3 CONNECTORS ARE MADE OF 20GA ASTM AE53 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO t� EACH FACE GF TRUSS, AND UNIESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P v, j�U R.FAC. 1 .25 FR0M K E N DRAWINGS IED A-2. THE SEAL ON THIS Dft AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ti•yn R,Q � AIpInC Engineered 1XlO(IUCYS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1jl�jj_JTi�y HamesCityjf, 33&14 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILDING DESIGNER, PER Apr 7N � SPACING SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. - (80286- - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.73 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 W 3 X 5 7 f-- 7 W 3 X 5 6-10-15 W5X7 4 �( 4 W3X3 W1.5X4 III0-5-3 1-5-13 8-1-2 W2X5(A I) W1.5X4 III W2X4(Ai) �E 17-9-12 _I L 5-11-15 _IF 5-2-13 31E 6-7-8 _ 4-5-12 �J (i 5-11-15 T 5-2-13 T 6-5-12 T 4-7-8 l I� 11-2-12 �I� 11-1-4 3� f 11-2-12 1 6-5-12 T 4-7-8 LE 22-4-0 Over 3 Supports -- � R=741 U=253 W=3.5" R=112 U=180 W=3.5" R=1022 U=342 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODs 19.5a FL 3 R - Scale =.3125" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--96924 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTTUTE, SB3 O'ONDER10 DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PR IDR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .•IF1 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREC ,)sem B C D L 5.0 P S F D R W HCUSR151 02095004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OFVIATION FROM THIS DESIGN; ANY FAILURE TO i•G F r,.��("1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND O.44/{i4 •� BC L L 1 0,0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PINE �(�'. t 10 T.L D 4 2.0 P S F S E O N - 10020 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. Al PI.Y CONNECTORS TO TA1 C �F �".. I EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •• Q �O•����� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �'••..••s'• Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80286- 133) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.73 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. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 W3X5 7F— 7 W 3 X 5 6-10-15 W5X7 = 4 t— 4 W3X3 W1.5X4 III 0-5-3 1-5-13 � _F �8-1-2 W2X5(Al) � 141.5X4 III W2X4(A1) 17-9-12 _I 5 11-15 5-2-13 SIE 6-7-8 L 4-5-12 a� 5-11-15 5-2-13 T 6-5-12 1 4-7-8 1 11-2-12 F 6-5-12 11-1-4 11-2-12 �F 4-7-8 �E 22-4-0 Over 3 Supports j R=741 U=253 W=3.5" R=1022 U=342 W=3.5" R=112 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19:5d FL 3 R - Scale =.3125" Ft. *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--96925 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ON0 FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO QI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACH�.D T C D L 7.0 P S F DATE 0 4/0 5/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ; �FIG4,. �► *IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G �'•Ip B C D L 5.0 P S F D R W HCUSR151 02095005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE FO ^,`� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING l.NO 't' 4,2704 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL D`SlG4 * _* BC ILL 1 0.0 P S F HC-ENG J D R SPECIE If AT ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE j CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �f tQ T 0 T.LD. 42.0 P S F S E Q N - 10004 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER d0� � DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIN.I D U R.FAC. 1.25 F R OM K E N 'Alpine Engineered Products,Inc. RESPON Sf BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[T AB ILI TY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A PF' SPACING 2 4,0" FL Certificate OfAathorization#567 ANSI/TPI 11995 SECTION 2. (80286- B4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.73 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 L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. LATERALLY BRACE BC AT 24" OC ABOVE FILLER. W4X4 W3X5% 7 7 F— W4X4 6-10-15 W5X7 W1.5X4 III 4 4 W3X3 2-11-13 8-1-2 W5X8 \\\ W1.5X4 III W1.5X4 III 0-3-8 5-6-4 5-8-8 SIE 6-5-4 _I�I 5-2-12 T 6-0-0 T 6-8-12 11-2-12 6-8-12 038 10-11-4 6-8-12 iE 17-11-8 Over 2 Supports J R=735 U=280 W=3.5" R=735 U=290 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FLBLDG CODE_ 19.5d FL 3 R - Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANG T C L L 20.0 P S F R E F R 1 5 1--96926 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO OR., SUITE 200, MADISON, WI ......' FIR SAFETY PRACTICES PRIDR TO �+A T C D L 7.0 P S F DATE 0 4/0 5/0 2 PERFORMING THESE FUNCTIONS. UNI FSS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATI ALHED ; •- STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG I D CEILING. F1 '* ""IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINELx ED �`�: 8C DL 5.0 PSF DRW HCUSRI51 02095006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A4:0 .4270r•� B C L L 1 .O P S F H C-ENG /D R ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DE S;GN 1 _ SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE R CONNECTORS ARE MADE OF 20GA ASTM A653 GR'TO GAIN. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS i0 OF �� T 0 T.L D. 4 2.0 P S F S E Q N - 10008 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A rr DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R19. �� D U R.FAC. 1.25 FR0M K E N 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 41:;r L-- `E SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPITT 1-1995 SECTION 2. (80286- Cl) 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. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 16.50 TC From 54 PLF at 16.50 to 54 PLF at 18.15 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 16.50 BC From 4 PLF at 16.50 to 4 PLF at 18.15 W4X4 7 F- 7 4-10-0 WH3 W3X3 W3X3= W3X3 8-1-2 W3X3 W3X3 L,1-6-0 3.J L*�1-6-0 8-3-0 _I_ 8-3-0 J FE 16-6-0 Over Continuous Support J R=155 PLF U=77 PLF W=16-6-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale —WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANG TC LL 20.0 P S F R E F R151-96927 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS r,ATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI!!R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO[CATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` TC DL 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R1 GID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED j( BC DL 5.0 P S F D R W HCUSR151 02095007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN,; ANL' 42704 'i BC LL 10.0 P S F HC-ENG /D R = ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL CtSIGn j SPECIF IC AT' ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATT ON) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GA IV' STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TGr� T 0 T.L D. 42.0 P S F S E Q N - 12591 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERti•�/� �f DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "1 OR D U R.FAC. 1.25 FR0M ICE N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hauler City,FL 33844 OM PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I Y' S PAC 7 N G C E E A B 0 V E FL Certificate Of Aut}lonzatlon#567 ANSI/TPI 11995 SECTION 2. 1 J (B0286- - D1) 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 :B1 2x6 SP #2 N: LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :142, W3, W4, W6 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 30.15 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 0.75 BC From 90 PLF at 0.75 to 90 PLF at 15.91 BC From 30 PLF at 15.91 to 30 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.15 W5X5 W1 5X4 III W1.5X4 III W3X5 7 r (A) ( W4 W3 � 7 W3X58-8-1 W6 W2 W4X4 2-0-0 ff B1 +8-1-2 W3X5(Al) W3X6 = W3X3= W3X3= 141.5X4 III W3X5(A1) W3X5 11-6-01— J 11 6 O 16-4-4 (� 7-4-5 �1F 6-10-11 _12 20-12 _ 3-9-0 1_3-10-11 31 4-6-9 (' 7-4-5 T 9-1-3 T 3-5-8 I 4-0-7 1 4 6-9 14-3-0 —1_ 14-3-0 16-5-8 1-3-5-8-1- 8-7-0 fE 28-6-0 Over 3 Supports R=1173 U=423 W=3.5" R=1769 U=638 W=3.5" R=544 U=342 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BL )G CODE 19.5�d FL 3 R - Scale —WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _--- T C L L 20.0 P S F R E F R 1 5 1--96928 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS ELATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD I5ON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED ••' •. T C D L 7.0 P S F DATE 0 4/0 5/0 2 STRUCTURAL PANELS, 8OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��.�t BC DL 5.0 PSF DRW HCUSR151 02095008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE -:J •- 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANF BC LL 10.0 PSF HC-ENG /D R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESICN � d SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. .ALPINE 1 TA� r CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, E%f,EPT AS NOTED. APPLY CONNECTORS TO � = I' c T 0 T.L D. 42.0 P S F S E Q N - 10047 EACH FACE OF TRUSS, AND UNLF SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �s�'F o�,Ap•• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINi; 1yy�kplV7 D U R.FAC. 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONS[B IL I TV SDLELV FOR THE TRUSS CGMPONE NT DESIGN SHOWN. THE SUITABILITY AND USE GF TNIS Hames CIty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r SPACING S E E ABOVE FL Certificate of Authorization 4567 AN917TPI 1-1995 CT 10 2. (80286- D2) 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 :B1 2x6 SP #2 IN: LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 30.15 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 0.75 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 90 PLF at 0.75 to 90 PLF at 15.91 BC From 30 PLF at 15.91 to 30 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.15 W5X5 W1.5X4 III W1.5X4 III W 3 X 5 7 r (A) W3 ( 7 8-8-1 W2 4 W5X5= 4 8-1-2 B1 W3X8 W3X5(Al) - W8X8 W3X5(Al) II-6-01, 11f6-4-4 7-4-5 I 6-10-11-11 10911 11 12 1 p 6-0-0 12-0-OI 4-9-2 �J 14-3-0 _I_ 14-3-0 J 16-6-0 T 5-10-4 T 6-1 12 �E 28-6-0 Over 3 Supports J R=1060 U=382 W=3.5" R=2089 U=754 W=3.5" R=337 U=224 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 _ FL 3 R - Scale =.1875" Ft. '"WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-96929 BRACING. REFER TO HIB 9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATT INSTITUTE, 5d3 D'UNOFRID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,C1• TC DL 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••Y, ``IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC OL 5.0 P S F D R W HCUSR151 02095009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IO • �.44704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND 1 BC LL 10.0 P S F HC-ENG /D R ALP I BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SIG!! I C 7[ 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS SOCIAT I ONj AND TPI. ALPINE A�' OF CONNECT0 RS ARE MADE OF 2CGA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO iI,A TOT.L D. 4 2.0 P S F S E Q N - 10015 EACN FACE OF TRUSS, AND UNLESS OTHERWISE IT ON THIS DESIGN, POSITION CONNECTORS PER 0 \p ' DRAWINGS ]E.0 A Z. THE SEAL ON 7H75 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING h w•.��� OUR.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RE SPON S I8ILI TY SOLELY FOR THE TR OSS COMPONENT DESIGN SHOWN. THE SO I TAB ILIIY AND USE OF THIS 7Y Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80286- D3) 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 :W2 2x6 SP #1 Dense: WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.15 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 71 PLF at 0.15 to 71 PLF at 6.99 TC From 131 PLF at 6.99 to 131 PLF at 28.50 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. TC From 54 PLF at 28.50 to 54 PLF at 30.15 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 28.50 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at 28.50 to 4 PLF at 30.15 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4 W3X3% W 4 X 4 W3X6 W5X9(R) 0� 7 r W3X5 III --j 7 8-4-0 W3X3 W2 W3X3= 9-11-15 + + 8=11215 + 4 + 8-1-2 W3X5(A1)+ + + + + + W5X5=--' 4 W5X9= W5X5= W3X3= W3X3 6 01_ 16-4-4 J -3-3-8---.L,2-8-8 3-0-0 J L-9 2-1-4 1F 7-4-5 -JE6 10 11 SIF -1 6-0-0 _I_ 6-1 12 _I C 7-4-5 l 6-10-11 T 2.3-D 12-0-0 I iF 14-3-0 1 14-3-0 _I C 16-6-0 T 5-10-4 T 6-1 12 (E 28-6-0 Over 6 Supports =333 U=180 W=3.5" R=1042 U=376 W=3.5" R=506 U=183 W=3.5" R=1665 U=601 W=3.5" R=436 U=214 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. R=370 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 1S.5d FL 3 R - Scale =.1875" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 0 P S F R E F R151-96930 BRACING. REFER TO HIBR91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .__ INSTITUTE, 583 D'ONOFftIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE 04/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ACNED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A-4. **IMPORTP.NT** FURNI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NEEs,%D 'G B C D L 5.0 P S F D R W HCUSR151 02095010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDL iNG, SHIPPING, INSTALLING AND )•� .4270 4 1 A L P I N E 6RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7f BC LL 10.0 P S F HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANU PAPER ASSOCIATION) AND TPI. ALPINE dRV TOT.L D 42.0 P S F S E A N - 10013 CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS FO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ( �••h•..w• D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESI GN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTII.QIAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER Apr 0 SPACING B 011E FL Certificate ofAuthori7at 0567 ANSI IT PI 1 -1995 SECTION 2. I ` '11 1 I (B0286- - El) THIS DWG PREPARED FROM COMPUTER INPUT (1-OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 12.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT TI, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W7 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ------(LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at -1.65 to 54 PLF at 0.00 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS TC From 114 PLF at 0.00 to 114 PLF at 20.17 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 4 PLF at -1.65 to 4 PLF at 0.00 DESIGNED BY THE BUILDING DESIGNER. BC From 30 PLF at 0.00 to 30 PLF at 20.17 W4X4 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. —, 7 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X3 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X5 7 F- 9-2-8 4-7-9 W3X5% W7 T2 W3X3% 10-1-2 W3X3 + W3X3= + + W3X8= + + 2-0-0 W3X3= 8-1-2 + W3X3(R) III L_1 6 OJ., 9-4-4 J 1-2-13 0-3-8 I, 3-9-0 I•- E IL-9-3 _1,1-7-4jE2-4-12 _1_ 2-0-0 _I, 2-0-0 4-1-8 — — ( 3-9-0 )1 2-1i' 1 4-8-9-0 10-0-0 6-3-0 10 8 0 'I 15 9 0 - —I— —4 5 Q �J 9-6-0 T 10-8-8-0 '1 fE 20-2-0 Over 3 Supports - - R=717 U=314 W=3.5" R=1553 U=680 W=3.5" R=725 U=318 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE ]9.53a FL/-/3Z-/-/R/- Scale =.3125" Ft. —WARNING— TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN' � ��. T C L L 2 0.0 P S F R E F R151-96931 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 I)'0NOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES OR I9R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY AT`ACHED (!� TC D L 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. g�iP '"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG;NEFHED = `704'.��j BC DL 5.0 PSF DRW HCUSR151 02095011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL.IRE ,C 861L0 THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AN!' _�*' B G L L 10.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITI1 APPLICABLE PROVISIONS OF NDS (NATIONAL DFSIrN t SPEC IFI{',AT7 DN PUBLISHED BY 1HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE � �Or Q TOT.L D. 4 2.O P S F S E Q N - 48607 f,ONNECTaRS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY f,OI NECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �tiyVR1 D U R.FAC. 1 2 5 F ROM K E N DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING c+�•• f�p1IIe EI1g11lCCrP.d lir0(1UC15,1rIc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I1'ADI LITY AND USE OF TH 1'. Haines City,F1, 33844 COMPONENT FOR AMY P.ARTIC ULA' BUILDING IS THE RES PO NSIB[L ITY OF IHE BUILDING DESIGNER, PER �r)r SPACING c E E ABOVE FLCertificateofiluthorization#J567 AN$tITPI 1 1995 secnoN 2. J (80286- - E2,E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.57 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. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W4X4 W3X6 W3X5 —1 7 W 5 X 5 of 7 F- 9-6-9 W3X5 W3X5 T 15 E3 .1 4�10-1-2 W6X12 % W1.5X4 III W3X8= W3X5 = W1.5X4 III �8-1-2 W5X5 W2X5(A5R) = W1.5X4 III W1.5X4 III W1.5X4 III J 8 9-6-0 17-0-0 IE 3-10-4 3-3-8 1 4-2-12 1_ 4-4-8 31E 5-4-8 a 5-4-8 4 0 0 I- 3-0-0 8-9-0 T 5-4-8 r 5-4-8 1� 15-9-0 _1_ 10-9-0 _I C 4-0-0 3-0-0 T 19-6-0 �E 26-6-0 Over 2 Supports R=1220 U=466 W=3.5" R=1097 U=375 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COGF 19.54 FL 3 R - Scale =.25" Ft. **WARNING"` TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INST A!LIN,G !,ND T C L L 20.0 P S F R E F R151-96932 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR �O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP ERI.Y ATTACPED `��. �" T C D L 7.0 P S F DATE 04/05/02 STRCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��(!p' : _IM PORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - �E1 (P B C D L 5.0 P S F D R W HCUSRI5I 02095027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL5RE TO O �� _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FADRICATING, HANDLING, SHIPPING, INSTALL INC' IND yr-1 :1 B C L L 10.0 P S F HC-ENG /D R ALPINE BRAE,IN OF TRUSSES. HIS OFSIC,N CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SIIN y7l, 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIN A�7f• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNCCTO,S TO S A ^ TOT.L D 42.0 P S F S E A N - 10052 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '1N`O DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE ERf NG �•..ati..•� D U R.FAC. 1.�5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS YY``YY" Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ap r - � SPACING 2 A r)" FL Certificate of Authorization#567 ANSI/TPI 1 A C I N G-1995 SECTION 2. A G 11 _I A ,. (80286- - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 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 :W2, W3, W4 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. TC From 54 PLF at -1.50 to 54 PLF at 14.25 TC From 131 PLF at 14.25 to 131 PLF at 31.04 (B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & TC From 71 PLF at 31.04 to 71 PLF at 31.50 GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. TC From 54 PLF at 31.50 to 54 PLF at 33.00 BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 31.50 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W1.5X4 III ADJACENT ROOF PLANE. W5X5 W3X5 W1.5X4 III T2 W3 (B) W3X5 7 r— (A) W4 --1 7 9-4-8 W2 W5X5= W3X3-- W3X3 2-0-0 W3X3 +8-1-2 W3X5(Al) W3X5= W3X3= W2X4 III W3X3 = W3X3 11-6-01 1 Li;�3-0-0 16-4-4 7-11-9 1 7 0-10-4 3.9-0 1 5-4-15 1 6-0-5 1 -6-0 _I 7-11-9 �� 8-5-15 1 I_ 3-5-8 TE 5-6-11 1 6-0-5 1 15-5-8 1_ 16-0-8 J 16-5-8 1-3-5-8 T 11-7-0 1 31-6-0 Over 3 Supports j R=763 U=268 W=3.5" R=257 PLF U=90 PLF W=8-7-8 R=1128 U=401 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.Sd FL 3 R - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-96933 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR10R TO _ �/_ T C D L 7.0 P S F D A T E 04/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AF ACHID Vim STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tt �I/► `IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEFRFD (� n R(1'� BC DL 5.0 PSF DRW HCUSR151 02095013 `PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE4IATION FROM THIS DESIGN; ANY FAILURE TJ .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AMF BC LL 10.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL OLSIG14 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSGOIATION) AND TPI. ALPINE �: CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ]� T 0 T.L D. 42.0 P S F S E 0 N - 10 045 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PUSITION CONNECTORS PER f O R,'0 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �`'4�.,�,,,,,.• D U R.FAC. 1.25 FROM K E N 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 A pE' SPACING S E E ABOVE FL Certificate of Authorization#567 AN,I/TP1 1-1995 SECTION z. _ ,l -- 1 I' (60286- - F1 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: Z Complete Trusses Required E� BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) FILLER 2x4 SP #2 N TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, WEBS : 1 ROW @ 4" o.c. LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS WIND BCDL=2.5 PSF. IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 W 3 X 5 W1.5X4 III W3X6 = W5X7 T2 W3X5 7 —17 4-5-5 W5X5= W5X12 J 4 4 W3X6 _, 4 W5X12 = W5X5= 4 `— �8-1-2 W3X6(Al) W1.5X4 0 W3X5= W3X5(A5R) I�6�0I� 6-0 W1 5X4 III 0-6- 2 17-0-0 9-6-0 6-5-4 � 6-10-4 3 3 8 1 2-4-4 1 3-6-123-5-4 6-3-8 OI 10 4 6-10-4 1 3-0-0 1�4-4 1 3-10-4 3-3-8 7-0-0 _L 12-6-0 _1_ 7-0-0 �� 6-3-8 T 7-8-8 1 3-0-0 T 6-2-8 T 3-3-8 fE 26-6-0 Over 2 Supports :�;-I R=2292 U=868 W=3.5" R=2292 U=868 W=3.5" PLT TYP, Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE_ 19.5U FL 3 R - Scale "'WARNING-"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND —_ TC LL 20.0 P S F R E F R151—96934 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO C PER PoRM ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED R',7►��j TC DL 7.0 PSF DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR D PERLY ATTACHED RIGID CEILING. ��F��'•;�I� —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PrVVV �yP�A B C D L 5.0 P S F D R W HCUSR151 D2D95DI4 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •' 27� •• B C L L 1 .O P S F HC-ENG D R A L P I N E BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _* / SFECIFICATIUN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ATE OF } CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD �e TOT.L D. 42.0 P S F S E Q N - 10096 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �O_ DRAWINGS 160 A-Z. THE SEAL ON THIS [)HAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t RAS Alpine Engineered Products Inc- RESPONSIBILITY tEL FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �j•»�•'•• D U R FAC. 1.25 EfaineS City,FL 33844 COMPONENT FOR AN1' PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r SPACING S E E ABOVE FL Cert�E— OfAllUlO11Z3t1on#567 ANSI/TPI I-1995 SECTION 2. It (B0286- F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.60 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. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.10" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 = W1.5X4 III W5X7 W1.5X4 III 0X5 7 r 7 5-7-5 W5X14 =_ W5X12 = aW5 4 W5X5 = 4 8-1-2 W3X5(A5R) W1.5X4 4/ W3X5(A5R) 1� 6 0_I 1-6-0 I W1.5X4 III 17-0-0 9-6-0 6-5-4 1�2-6-12_1. 4-10-4 I, 3-61-612 I. 5-6-12 3-5-4 J 6 3 8 7-8-8 3 T� 6-2-8 3-3-8 a L, 9-0-0 _1_ 8-6-0 zl_ 9-0-0 -1 1 6-3-8 T 7-8-8 T 3-0-0 T 6-2-8 T 3-3-8 fE 26-6-0 Over 2 Supports R=1204 U=467 W=3.5" R=1204 U=468 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19_5d FL - 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20 P S F R E F R 1 5 1--96935 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (T RU55 PLATE , INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I v �� BC DL 5.(J PSF DRW HCU SR151 02095028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C ILL 10.0 P S F HC-ENG D R BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN / SPEC CONNECTORS ARI AT ONEPMAOESOFD20GATASTMMAS"RICAN To GR40RST GALV.AND $TEELEREXCEPTOC IASINOTEDAND TAPPLYACONL INECTORS TO j� TOT.LD. 42.0 PSF S E O N - 10072 EA CHDRAWINGS 160 100 ARU. IIIOIL SEAL SON TTHISIDRAWINGT INDICATES ACCEPTANCE SOFT PROFESSIONALS PER ENGINEERING � 0 ± ?• D U R FAC. 1 2 5 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 A / —SPACING 2 4.0" FL Certificate of Authorization#567 1 ANSI7TPI 1-1995 SECTION 2. (B0286- - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.18 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. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.09" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X7= W4X4= W1.5X4 III W 3 X 5 7f 7 W 3 X 5 6-9-5 W3X5 W5X5= 4 J 4 J 4 W6X12 = W5X5= 4 8-1-2 W3X5(A5R) W5X5 W1.5X4 III W3X5(A5R) 1I C1� 6-0 IE- W1.5X4 III 17-0-0 9-6-0 6-5-4 4 6 12 4-6-0 1 7 12 _1, 1 5-11-0 3-5-4 6-3-8 1 4 10 4 f 2-10-4 T 3-0-0 6-2-8 1 3-3-8 11-0-0 _1_ 4-6-0 _1_ 11-0-0 6-3-8 1 7-8-8 T 3-0-0 T 6-2-8 T 3-3-8 26-6-0 Over 2 Supports J R=1204 U=464 W=3.5" R=1204 U=465 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLO . CODE 19 CI FL 3 R - Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151- -96936 BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS vLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY AITACHED ••�•• � T C D L 7. P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6INEERE(` •• L BC DL 5.0 PSF DRW HCUSR151 02095015 —IMPORTANT— INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI!-URE T0. d�42704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A'.:0 B C L L 10.0 P S F H C-ENG /D R BRACING OF 7R USSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESiN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS lO t. (((�����.j` ' T 0 T.L D. 42.0 P S F S E Q N - 10070 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �4 A ,a �/ DRAWINGS 16 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ...o.• D U R.FAC. 1 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF Ill., Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ap SPACING 2 4. " FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80286- - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.76 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. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.09" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W3X5(R) III W3X6 W3X5 0� W1.5X4 7 r —1 7 7-11-5 W3X5 W1.5X4 II W3X5 W5X7= W50(R) 111 4 —' 4 4 W5X12 = W5X5= 4 8-1-2 W3X5(A5R) 11 -6-0_I W3X5(A5R) 1L -6-0_ W1.5X4 III 17-0-0 9-6-0 4-11-1 I 4-2-0 _1, 4-2-0 _1_ 3-10-125 11 0 3-5-4 I 6-3-8 'T 3-10-4 T 3-10-4 T 3-0-0 6 2 8 3-3-8 13-3-0 _I_ 13-3-0 6-3-8 '1- 7-8-8 T 3-0-0 T 6-2-8 -1 3 3 8 �E 26-6-0 Over 2 Supports R=1204 U=458 W=3.5" R=1204 U=459 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLD a COrIF 19.5d FL 3 R - Scale *`WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL'NG A.HD T C L L 20.0 P S F R E F R151--96937 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLATE �g�e INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR DR TO SR7 TC D L 7.0 P S F DATE 04/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PR OPE RI A FA-HFU STR UC TONAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �P �f��' �/► *IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURt TO B C DL 5.0 P S F D R W HCU$R151 02095016 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSIALLT_N6 AND 42704 ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN :* B C L L 10.0 P S F H C-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNEGIORF TO A'R'E.OF ; T 0 T.L D. 42 0 P S F S E Q N - 10066 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PtP DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ® D U R FAC. 1.25 Alpine Engineered products,InC. RE SPONStB[L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITABILITY AND USE OF 7;115 `t Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, 1'FR Ap'r S P A FL Certificate Of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80286- - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 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. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.09" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W4X4 W3X6 W1.5X4 7 F— -1 7 8-1-1 W3X5 W1.5X4 II W3X5= W3X5(A5R) J W5X7 = W5X7 (R) III 4 `— 4 4 W5X12 = W5X5= 4 8-1-2 W3X5(A5R) 1L 6_o I W1.5X4 III 17-0-0 9-6-0 4-11-1 4-2-0I_ 4-2-0 _�_ 3-10-12 _ 1_ 5-11 0 �3-5-4 f rE 6-3-8 T 3-10-4 T 3-10-4 T 3-0-0 T 6-2 8 33-3-8 1 13-3-0 _I_ 13-3-0 6-3-8 T 7-8-8 T 3-0-0 T 6-2-8 133-3-g l 26-6-0 Over 2 Supports R=1204 U=462 W=3.5" R=1204 U=463 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d _ FL 3 R - Scale +:WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND —` TC LL 20.0 P S F R E F R 1 5 1--96938 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), IN BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _ -TC DL 7.0 P S F DATE 04/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j�QLT • .y•�� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERIO ��jT__ /, I'� 8C DL 5.0 P S F D R W HCUSR151 02095017 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 4iL7®4 •�+' ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA8RICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.0 P S F HC-ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 S CONNECTORS ARE MADE OF 2G ASTM A653 GR40 GALV. STEEL, EXI:EPT AS NOTED. APPLY CONNECTORS TO T TS IIF TOT.LD. 42.0 P S F S E G N - 10063 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER SILI .-X J / DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4':::{lll{V D U R.FAC. 1.2 5 Alpine Engineered Products,Inc. RESPO NGS8I60TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO OSE OF THIS Hames City,FL 33$44 OMPOHENI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p �i1L S PACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80286- F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN NGT, 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. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4= —I 7 W 3 X 3 W3X5% 7 r 5-7-13 8-1-1 10-1-2 W3X8 W5X5 —' 4 W1.5X4 III A8-1-2 W2X4(A1) 6-5-4 6-9-124-%-B-9 6-3-8 6-171-�%8 69 I, 13-3-0 I� 6-3-8 T 7-8-8 14-0-0 Over 2 Supports R=699 U=305 W=3.5" R=568 U=346 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.3125" 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--96939 BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE 0 4/0 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED +l.• . STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED J�' �`• B C D L 5.0 P S F D R W HCUSR151 02095018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILC.,r 10 • 1p e� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANI? .S •4271 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DC51GN L BC LL 10.0 P S F HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE s•• A e 7`C T 0 T.L D. 4 2.0 P S F S E Q N - 10062 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNEC ORS `O • SKI EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESI GN, POSITION CONNECTORS PER p DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .g.:}.�o � D U R.FAC. I.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE S[ON SHOWN. HE SUITABILITY AND USE OF To '•a Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � A �, SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0286- - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS X DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 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. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W3X3 W4X4= --j 7 WH5% 7 F— 5-5-13 8-1-1 10-1-2 W3X8 W5X5 J 4 W1.5X4 III 8-1-2 W2X4(A1) L_1-6-0j 6-5-4 � �-6-I118-154r� 0 6-3-8 ' I1 8 71 � 13-3-0 6-3-8 T 7-11-15 14-3-7 Over 2 Supports J R=711 U=312 W=3.5" R=580 U=342 W=4.938" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODS 19.5d FL 3 - R - Scale =.3125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND —^ T C L L 20.0 P S F R E F R151-96940 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 04/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTNENWI SE INDICATED, TOP CH ORO SHALL HAVE PROPERLY ATTACHED • :�!F!j3"_•�- STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :4tC'�� BC DL 5.0 PSF DRW HCUSR151 02095019 PROOUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUNE TO AQ4 BUILD THE TRUSSES IN L'ONFORMANCE HITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ��`, S ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _* B C L L 10.0 P S F HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, OCTE%CEPT AS NOTED. APPLY CONNECTORS i0 �q OF T 0 T.L D. 42.0 P S F S EON - 10059 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ti�yAER�oP DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �.{ � O U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SP 0NSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING 2 4.D" FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. (80286- - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 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 L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W3X3 W04= 7 W3X5 7 r 4-11-10 8-1-1 In 10-1-2 W3X8 W5X5= W1 5X4 III J 4 8-1-2 W2X4(Al) L,1-6-0,j 6-3-8 -6 11 {a 10 4896 3 9 13-3-0 _1-1-11 0 6-3-8 8-10-8 15-2-0 Over 2 Supports J R=747 U=332 W=3.5" R=618 U=332 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COD1 19.5d _ FL 3 R - Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-96941 BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED DY TPI (TRUSS PLATE 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 TC DL 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t C„�t "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F. y BC OL 5.0 PSF DRW HCUSR151 02095020 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE iO r0 . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, IIANDLING, SHIPPING, INSTALLING AND I 'B C L L 10.0 P S F HC-ENG /D R 7ALPINE BRACING OF TRUSSES. TN IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIf,N * _* SPECIFIC AT UN PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE ..rt /� S, CONNECTORS ARE MADE OF 2OCA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO :S�TATE'QF TOT.L D. 4 2.0 P S F S E A N - 10057 EAC4 FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 1 A-Z. THF SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME 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 Ak r S P A C FL Certificate of Authorization 9567 ANSI/TPI 1-1995 SECTION 2. (B0286- - 9'10 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #1 Dense 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: 4-6-15 SUB-FASCIA BEAM ON THE THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT 0-0-8 CANTILEVER SIDE. 4-6-15 SUB-FASCIA BEAM ON THE 0-0-8 SIDE REQUIRES 28 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE CANTILEVER SIDE. 0-0-8 CANT SIDE REQUIRES 28 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. SHIM ALL SUPPORTS TO SOLID BEARING. W2X5 III T12-2-5 R=576 U=322 W3X5� 2-5-0 4.95 F- 4-5-0 �10-1-2 R=32 U=180 W 5 X 5 iaa 2.85 W1.5X4 III 8-1-2 0-0-1 W2X4(A1) L-2-1-7 =1E 9-10-13 J 4-10-9 f 4-0-7 0-11-0 4-10-9 }E 3-10-11 IT"01, 8-9-4 _1_10 12 9-10-1 Over 3 Supports J R=461 U=277 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.53a FL 3 - R - Scale *-"WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL,Nr,VII T C L L 20.0 P S F R E F R 1 5 1- -96942 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS-''LAZE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR90R TO � • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE Qom► /► TC DL 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I •��FlG � S' p "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f • F BC DL 5.0 PSF DRW HCUSR151 02095021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN: ANY PnILURE TJ �f 14 _ I Na 42704 ALPINE BUILD THE TRUSSES IN CONFORMANCt WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTf,E,ING ANU _* B C L L 1 0.0 P S F H C E N G /D R BRACING OF TRUSSES. THIS DESIGN CONF OR MS WITH APPLICABLE PROVISIONS Of NO (NAI iONdi DESIGN y� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALFINE ! ��!C OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CON'"IECTOkS TU S, TOT.L D. 4 2.0 P S F S EON - 48609 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • 6foo, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG.fIEEttINU _ 'e"�'e D U R.FAC. 1.25 Alpine Engineered Products,Inc. RE$PbNSIBIL I TY .SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE'a THI$ A 1laineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � A r Q SPACING S E E A B( V E FL Ceitifieate ofAuthorizntion#567 ANSI/TPI 1 1995 SECTION 2. (80286- 9'10 H/J) 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 #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: 4-6-15 SUB-FASCIA BEAM ON THE THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT 0-0-8 CANTILEVER SIDE. 4-6-15 SUB-FASCIA BEAM ON THE 0-0-8 SIDE REQUIRES 28 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE CANTILEVER SIDE. 0-0-8 CANT SIDE REQUIRES 28 LBS. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. SHIM ALL SUPPORTS TO SOLID BEARING. 12-2-5 R=243 U=216 W3X5 4.95 F 3-5-0 4-5-0 �9-1-2 W5X5 W3X3= R=365 U=180 0-0-1 2.87 ( 8-1-2 7" W2X4(A1) L-2-1-7 �E 9-10-13 J 4-8-2 5-1-15 ,J 4-6-6 4-11-3 0 4 8 4-6-6 5-3-11 9-10-1 Over 3 Supports R=461 U=277 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.53a 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--96943 BRACING. REFER TO HIB- MIAW 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLATE 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 .. "'I C D L 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a^�' "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERLD f'=`i�� BC DL 5.0 PSF DRW HCUSR151 02095029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE A? t• ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 42704 BC LL 10.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .L, r) SPECIFICATION PUBLISHED BY THE AMERICAN FO0.E5I AND PAP Eft ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2 G ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TATE OF- T 0 T.L D 42.0 P S F S E 0 N - 48611 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ; .' D U R.FAC. 1.25 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS w•"f I-Tallies City,FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AP'' SP A C I NG SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0286- 7' TRAY E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 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. SHIM ALL SUPPORTS TO SOLID BEARING. W1 5X4 III 12-2-6 R=256 U=200 2-5-5 7 4-5-5 10-1-2 R=11 U=180 W5X5 j 4 A,..8 1-2 W2X4(A1) IF 1-6-0 3J 7-0-12 J 6-5-4 0-6-12 6-3-8 8 8 6-3-8 a —7-0-0 Over 3 Supports R=413 U=232 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 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 R151-96944 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOfR10 DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �. T C D L 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER-`D ? {�V- ��` � 8C DL 5.0 PSF DRW HCUSR151 02095022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE Td I �' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO C L L 10.0 P S F FIC-ENG /DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I 1�r _ SPECIFICATION PUBLISHED BY 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 I ATE OF �� T 0 T.L D 42.0 P S F S E 0 N - 10076 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � 1� ' DRAWINGS III A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'ti� D U R,FAC. 1.25 Alpine Engineered Products,In C. RESPONSIBILITY SOLELY FOR IN IRllSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ltaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p" SPACING 2 4.0" FL Certificate ofAuthori7.ation 0 567 ANSIITPI 1-1995 SECTION 2. (B0286- - 7' TRAY E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP 8, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND SHIM ALL SUPPORTS TO SOLID BEARING. 0.08" DUE TO DEAD LOAD. 12-2-6 R=211 U=195 7 3 5-5 4-5-5 W1.5X4 III 9-1-2 R=56 U=180 4 W5X5 W2X4(Al) 1-6-0 _1. 6-11-4 —1 3-5-4 3-6-12 3-3-8 3-8-8 3-3-8 3-8-8 --7-0-0 Over 3 Supports-- R=413 U=234 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLOC CODE 195Ti FL 3 R - Scale =.375" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINS AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151--96945 INSTITUTE, 583 D'ONOFRIO pR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIDfl TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �`-y�,`_Mr �() TC D L 7.0 P S F DAT E 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .;4 •'• •�Fle�'Y••• P —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG1N[ERE;! f ��•�� BC DL 5.0 PSF DRW HCUSRI51 02095023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIT-URE TO •� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING Aho 42704,1• ALPINE BC LL 10.0 PSF HC ENG DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ^•^ T 0 T.L D. 42.0 P S F S E Q N - 1 0 0 7 9 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��RD U R.FAC. 1.25 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF ThT.E •« Rallies City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 801 LOT NG OFSIGNER, PER `Apr S P A C I NG 24.0" FL Certificate of"AUrllorization#567 ANSI/TPI 1-1995 SECTION 2. (B0286- - 5' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.43 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. SHIM ALL SUPPORTS TO SOLID BEARING. 11-0-6 R=107 U=180 7 F-- 1-8-7 3-3-5 9-7-15 R=69 U=180 —J 4 8-1-2 W2X4(Al) (�1-6-0 —�E 5-0.12 5-0-0 �5-0-0 Over 3 Supports R=335 U=216 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CGDE 19.54 FL/-/3/-/- R/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANC T C L L 20.0 P S F R E F R151--96946 BRACING. REFER TO HIB (HANDLING(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRESS PLATE INSTITUTE, 583 D'ON0 FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED !'` T C D L 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SlF1 �.� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G '�j BC DL 5.0 P S F D R W HCUSR151 02095024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILIfRE TO j . _4410 •_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLF4y AWD _�* B C L L 10.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSS THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL Uf;I GIi SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F TOT.LD. 42.0 P S F S E A N - 10081 CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONN ECFORS i' y EACH FAfE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I `i �� D U R.FAC 1 2 5 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEL:';2TNG II Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF TN IS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BOIL DI NG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AP SPACING 2 4. " FL Certificate of Authol7Zation#567 ANSI/TPI 1-1995 SECTION 2. (B0286- - 5- C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.43 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. SHIM ALL SUPPORTS TO SOLID BEARING. �11-0-6 R=150 U=180 7 W1.5X4 III 2 3-5 3-3-5 9 1 2 R=26 U=180 j 4 W5X5= 8-1-2 W2X4(A1) 1-6-0 J. 5-0-12 L, 3 5-4 _LT-6-12 3 3-8 T 1-8-8 3-3-8 1-8 8 �-5-0-0 Over 3 Supports R=335 U=217 W=3,5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COVE_J,9.56 FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN-. r. T C L L 20.0 P S F R E F R151--96947 Oft AC ING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1�. INSTITUTE, 583 D'ONO FRIG DR., SUITE 200, MAQISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NDICATW TOP CHORD SHALL HAVE PROPERLY ATTACHED jiFM`•. TC DL 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��'',''y177� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j �i BC DL 5.0 P S F D R W HCUSR151 02095025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURET;, .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANI) ( * BC LL 10.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Dt SICH j SP ECIf KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ATE.OB �t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO f; (, T 0 T.LD. 4 2.0 P S F S E Q N - 10084 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SI GN, POSITION CONNECTORS PER 0 �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING; �war� D U R.FAC. 1.2 5 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR IF TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USF Of THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AP r SPACING 2 4•0" FL Certificate ofAuthoiizationH567 ANSI/TPI 1-1995 SECTION 2. (B0286- - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING. BOT CHORD 2x4 SP #2 N 120 MPH WIND, 8.55 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. 9-10-6 7 � 1.2.7 R=42 U=180 2-1-5 8-11-15 R=34 U=180 J 4 8-1-2 W2X4(Al) IF1-6-0 ►1E 3-0-12 3-0-0 3-0-0 Over 3 Supports R=267 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CJDE 19,5d FL 3 - R - Scale =.375" Ft. _T_ `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--96948 BRACING. REFER T?ON (HANDLING ING ]NSTALIING AND BRACING). PUBLISHED BY TPI (TRUSS PL ATF INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI UR TO TC DL 7.0 P S F DATE 04/05/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT.AC HED • ;tea STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE IL ING. �Jp_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN(.INEE6ED ,�G" ((: BC DL 5.0 PSF DRW HCUSR151 02095026 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 4N9 R6 B C L L 10.0 P S F HC-ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES10 ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEbF } CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T!; �y` 4 T 0 T.L D. 4 2.0 P S F S E 0 N - 10087 EACH FACE OP TRUSS, AND UNLESS OTHERWISE LDCATED ON THIS DESIGN, POSITION CONNECTORS PER O R� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINELr.ING .....+" O U R.FAC. 1.25 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS fOMPONI NT DESIGN SHOWN. THE SU ITAB IIITY AND USE OF 1 IS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A p r � SPACING 2 4.0" FL Certificate ofAuthorizati n#567 ANSI/TPI 1-1995 SECTION 2. (80286- - 1' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.26 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. 0-8-78-8-6 0-11-5 8-3-15 � �8-1-2 4 W2X4(A1) L;;�1-6-0 "11-2-12 --� ,I`—. I 1-0-0 Ove pports R=289 U=240 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 J TC LL 20.0 P S F R E F R 1 5 1--9 6 9 4 9 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 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 is TSH �.T C-.D L 7.0 P S F DATE 04/05/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �r r'' "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fV tCS� pCC DL 5.0 PSF DRW HCUSR151 02095030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 427 04; /� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 1. BC `_L 10.0 P S F HC-E N G /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN J� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �; f= T 0 T.L D. 42.0 P S F S E 0 N - 10089 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ..rM D UR.FAC. 1.25 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SN OWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33$4Q COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER p p r �'� S P ACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, 1 = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE - (1) 2X4 'I" BRACE • (2) 2X4 '1" BRACE " (1) 2X6 "L" BRACE . (2) 2X6 "L" BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: SPF F 03 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: z H F STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" W0 STANDARD 3' 6" 4' 7" 4' 7" 6' 1SPRUCE—PINE—FIR HEN—FIR " 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11' 12' 11" 1 2 STANDARD 2 STUD 1 3' 11" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" Ii' 7" 12' 6" 13' 9" 14' 0" 1 #3 ji STUD i I STANDARD S p #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE di DFL S'T'UD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3 3 r l STUD1 STUD V STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD S P F 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" H F STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: W ® STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 14' 0" 14' 0" 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM—FIR S P 1 & BTR #2 4' 5" 7' 1" 7' 8" 8' S" 9' 1" 10' 1" 10' 10" 13' 3' 14' O" 14' 0" 14' 0" 1 W 3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" M DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" I1 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 S P F #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" it' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' i" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" ® HF STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: x 1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11 14 0" 14' 0" 14' 0" F 14' 0" C SP #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" rr11' 1" 11' 5" 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI(G OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUT, + PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS 2X4 #2N OR BETTER # FOR (1) "L" BRACE: SPACE NAILS AT 2* O.C. T DIAGONAL BRACE OPTION: I + IN 18" END ZONES AND 4O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18" # **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL L ..I}� + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L I 'L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ## TOTAL LENGTH IS 14'. 2X4 SP OR DF-'L STUD r tI GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE OR /)3, SPF #]/#2, H-F #2 18" # + + LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN OR BETTER DIAGONAL L 1 + GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. BRACE; SINGLE ORF11 %1 LESS THAN 11' 6" ;r DOUBLE CUT (AS SHOWN) GREATER THAN 11' 6" 2.5X4 AT UPPER END. CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10015E **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GAB12015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR 1x1,1. DATE 09/10/01 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ••••.. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12015ECO901 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE 7AMERALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPDNSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, 1a• �* -ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 7TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 1y, ��1�� F I FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS r� TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF fTVV// �0 it ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ¢ SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Apr Ob MAX. SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 ^��� 2X6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER _ 2X4 '"f" SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING + FOR LET-IN VERTICALS MEMBER ABOUT BETWEEN CHORDS OR OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0". BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN IV 6" GREATER THAN 11' 6" 2.5X4 2.5X8 / Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, NEB AND HEEL PLATES. + s IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO 'T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) J_ EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL I 2X8 SBCCI WIND LOAD. LENGTH TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 7 10 7 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 7, 10 7• 30 FT 2x6 40 % 40 % 90 MPH 2,4 20 7. 10 7. PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 7. 40 7. ATTACH EACH "I" REINFORCING MEMBER WITH 90 MPH 2x4 10 7. 10 7 RIGID SHEATHING - ------------ HAND DRIVEN NAILS: 30 FT 2x6 30 7. 50 7 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 7 AND BOTTOM CHORD. 15 FT 2x6 10 7 30 7 GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 7. 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 7. 20 7 THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 15 FT 2x6 0 7. 20 7. OR SBCCI WIND LOAD. 70 MPH 2x4 10 7. 20 7. GABLE TOENAILS ASCE 7-93 GABLE DETAIL DRAWINGS 30 FT 2x6 10 7" 30 % TRUSS SPACED AT A11015EN0699, A10015ENO699, A09015EN0699, A08015ENO699, A07015EN0699 4" O.C. A11030ENO699, A10030EN0699, A09030EN0699, A08030ENO699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030EN0699, S0903OENO699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. '1'HiS DRAWING REPLACES DRAWINGS GAH98117 876,719 & HC26294035 -*WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, -� REF LET-IN VERT INSTALLINGAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU SS PLATE INSTITUTE, 583 WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.ONS.SUITE200UNLESSI SONOTHERWISE INDICATED, - '• DATE 10/24/01 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• • rr DRWG GBLLETIN1001 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS -ENG DLJ/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, : ` * HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 4 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ L STATE OF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF �<O •'� ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �'•••r.. , POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL UR. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Apr 0§ SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE MAX SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2x6 2 ROWS 2x6 2-2x4(*) SCAB BRACING: 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 --WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FORDL PSF DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ,, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL. .. •` HAVE A PROPERLY ATTACHED RIGID CEILING. DL PSF DRWG BRCLBSUB0699 +IMPORTANT■■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �`� ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPIN E DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 4 B C L PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7f LD, PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA i �'�'���� ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S`�� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL - uR�O FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �■'� SUITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE I 4'6 PACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. :a D5 I TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH 4 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. r12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE ** *V 48" OC MAXIMUM. OR 3X6 TRULOX t 4 * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. + 12 4 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 4 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. TOP CHORD FILLER DETAIL 4 EXTENDED TOP CHORD FILLER DETAIL 4 ++ t t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 +++ 6-0-0 tt +++ 6-0-0 TYP. *** TYP. *** + 12 tt + 12�* �* t 4 t 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, `^ TC LL MAX 30 PSF REF TC-FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DL MAX 15 PSF DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DL MAX 10 PSF DRWG TCFILLER0699 +�*IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, �� 4 L 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ - 4 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE T `� LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ! y- STATE OF ; ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L� ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS ❑THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •.., '. POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �•v ;. ,.f FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE G SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ` ACING 24.0 RESPONSIBILITY OF THE THIS DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, A-r U� BOTTOM CHORD FILLER DETAIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (IX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE-PINE-FIR 2231# 1192# 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 1 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520 1343 1..9 X 3.5" 9 8 7 7 6 ** ** 9.5" MAX 3X8 TRULOX ** *MAX * ** *18" 3X12 TRULOX 4 ** * ** (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 ■.WARNING.■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL - PSF REF B C FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, AL DL - PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL I HAVE A PROPERLY ATTACHED RIGID CEILING. ✓, T�� L 10.0 PSF DRWG BCFILLER0699 +x IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS r� ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ 4 $ L - PSF -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH y, APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE l�-Z 'y LD. - PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A 1 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STAVE OF ? ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERJQS,A. FAC.1.0/1.15/1.25/1.33 POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Y ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 'ti•_..w�`' SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0- 33' 8"8 I N cn in w w w Ll I i I-i � I I I c� I I L 7 Lf] I lL � � IL CD co =_____— -- N i I I I 1 I 4 I -- 11 B3 � 11 n B2 B1 3• — — A2 I — --- — m f---— 16' 4" 5'8" --+--- 12'3-8 --+—,7---+- 1 . DO NOT CUT OR ALTER TRUSSES , UNLESS m Al, APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS, AS , TRUSSES WILL BE BUILT IN STRICT 7 ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED , UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY : J DE APPROVAL DATE: C U CJ DEL . DATE : L O C 23'3"8 - - - - -I I c.o co 1 I Ii IJ N II I Ij I II I J m 3' 1G'(3 '- KING BLDG . SUPPLIES 2 PITCH 18 °° OH SO / CUT 80286 TOMER : BESTCON INC . : LOT 5 / 227 ATLANTIC BCH . RES IDENTIAL_-CIHELKLIST FOR ONE & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - (FSC 104 .2.1) PLANS EXAMINER: �)` f`o/t__9 DATE: OWNER:- �Cd fl PERMIT NUMBER:-/17-9i' UMBER: r17-9J/ i�l� Sf— CONTRACTOR: PHONE NUMBER: .q!(6- _? T 7 �L ( CIRCLE ) I. Survey: 1. Is a specific purpose survey submitted? Yes ' N/A 2, Is correct Flood Zone shown? Yea✓No N/A 3. Are existing grade elevations shown for structures located in an "A" or "V" zone? Yes No N/Ae'*' 4. On lots in multiple flood zones, are flood zone lines indicated? Yes No N/A 5. Is property in a flood way? Yes No N/A`V' 6. Is flood way line shown? Yes No N/A II. Site Plan: (FBC 104.2.4) 1. Is Site Plan submitted? Yes _",fo N/A 2. Is North arrow shown? Yes Po NIA 3. Is lot width and length shown? Yes%�>o N/A 4. Is structure shown on site plan with all setback dimensions? Yes Lpo N/A S. Does structure layout match the floor plan? Yea 13o N/A 6. Are drainage/storm water run-off requirements noted? Yes; N N/A 7. Are all easements shown? Yes o N/A 8. • Is proposed driveway shown? Yes to N/A / 9. Is landscape and irrigation layout shown? Yes*Not-R/A 10. Is septic tank and drain field location shown? Yea No N/A 11. Is L.P. gas tank k size shown? Yea No N/A III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? Yes -iio N/A A. Are structural calculations submitted? YesNp N/A'- 2. Is correct wind speed shown? (FBC Figure 16061 Yes N/A 3 . Is exposure category shown? [FBC 1606.1.83 Yes���///No N/A 4', Is Importance Factor shown per FSC Table 1600 Yes L,9'0 N/A 5 , Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yea No N/A 6, Does structure meet requirements of FSC Table 500 for number of stories and allowable area? Yes ,No N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 for structural elements? Yes VNo N/A 8. Are plans designed per SSTD io-99? Yes vlio N/A A. Are all appropriate charts and tables shown? Yes L-No . N/A B. Are all appropriate requirements circled or highlighted? Yes � N/A 1 RESIDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in High Wind Areas"? Yes No N/A A. Are all appropriate charts and tables shown? Yea No N/A S. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 10. Are plans designed per ^WPPC Guide to wood Construction in High Wind Areas"? Yea 1 o N/A A. Are all appropriate charts and tables shown? Yes ! No N/A f/ 8. Are all appropriate requirements circled or highlighted? Yes No N/Al/ 11. Are plans designed per "AF 4 PA Wood Frame Construction Manual for one- and Two-Family Dwellings, High Wind Edition"7 Yes✓bio N/A A. Are all appropriate charts and tables shown? Yes( No N/A 6 / B. Are all appropriate requirements circled or highlighted? Yes No N/A t/ IV. Energy Code Information: 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 Yes K'No N/A 2. Does conditioned square feet area on plans match square feet shown on energy forms? Yee,4o N/A 3 . Is the "R" value between common walls shown? [FBC 13-602.1.ABC.1 .1) Yes t!O N/A 4 . Is the "R" value for added insulation on exterior walls shown? Yes v�j N/A 5. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.1) Yes? N/A 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yes No N/A 7. Are Energy Credits Claimed? Yes.4o N/A * A. Attic Radiant Barrier Credit [FBC 13-607.1.A.4) Yes ✓No /A B. White Roof Credit [FDC 13-607.1.A.5) Yes N/A C. Programmable Thermostat Credit [FBC 13-600.2.A.3.5] Ye o N/A V. Foundation Plan: 1. Are all footings shown, including interior bearing walls, column pads and concentrated loads? Yes ✓No N/A 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓No N/A 3. Are all elevation changes in slab shown? Yes MNJA 4. Is minimum concrete PSI shown? Yes N/A 5. Is slab reinforcement shown? Yes N/A A. Wire mash size and gauge? Yeso N/AL,,..,­ R. Fibermesh reinforcement? Yes No N/A 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.23 YesVlfft N/A 7. Is minimum slab on grade thickness shown? [FBC 1909.1) Yesi/!¢o N/A 8. Is type of soil treatment for termites shown? [FBC 18161 Yes �o N/A 9. Is perimeter slab reinforcement shown? [SSTD 10-99) Yes do N/A �Q. Do plane show bottom of foundation minimum of 12" below ` finish grade? [FBC 1804.1.3) Yes No N/A 11. Do plane show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? [FBC 1804.5.11 Yesw1lo N/A 12. If pile foundation shown, is Sealed Soils Report submitted? [FBC 1805.11 Yes / 13. Does plan indicate "No Wood Grade Stakes Permitted"? Yes �No N / /A� 2 R&SID&NTI61, CHECKLIST (Continued) " VI. Typical Wall Section; 1. Is finished grade shown? Yea 111 N/A 2. Is minimum floor elevation shown? Yes�/. !�i0 N/A A. Minimum 8" above adjacent grade? Yes V�o N/A B. Minimum_,1.4'1►bgve crown of road or drainage plan � submitted? YesA o N/A C. Flood protection elevation? Yes1� N/A W D. Base flood elevation? Yes N/A' 3. Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 Yes �o N/A 4. Are all footing sizes shown? Yes V11f3 N/A 5. Are all horizontal reinforcements shown? Yea N/A A. Number and size of ?reinforcement? Yes N/A B. Minimum lap? ' Yee o N/A 6. Is vertical reinforcement shown? YesN/A 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes0 N/A B, Masonry construction. A. Is exterior wall finish shown? Yes No N/A B. Is interior furring shown? Yee No N/A V✓ C. Is exterior wall insulation shown? Yes No N/Ay,- D. Is interior wall finish shown? Yes No N/A 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? Y*:V11q� N/A B. Is exterior sheathing (type and thickness) shown? Yea"o N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Ye��✓No N/A D. Is exterior wall finish shown? Yest/�]q N/A E. Is interior wall finish shown? Yea 1.lffo N/A F. Is wall insulation shown? YesL"fo N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.5] Yes%_* N/A H. Are shear wall segmenta shown? Yes N/A A. Type of hold-downs shown? Yee o N/A, 10. Are ceiling heights shown? [FBC 1203 .21 YesLAo N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? Yes "0 N/A 12. Is ceiling type shown, drywall thickness? Yes VIro N/A 13. Are insulation baffles shown? Ye�)o N/AL/ 14. Roof Framing / A. Are engineered trusses shown? Yesl/NoNIA B. Are conventional frame rafters used? Yes No /AL 1. Raftar size shown? Yee No N/A ✓ 2. Species of lumber shown? Yes No N/A ✓, 3. Grade of lumber shown? Yes No N/A ✓ C. Type of roof sheeting shown? Yesi N/A 1, Thickness of roof sheeting shown? Yea N/A 2. Grade of roof sheeting shown? Yes o N/A 3. Nailing pattern of roof sheeting shown? IFBC Table 2306.1) Yes ✓lio N/A D. Weight of Dry-In felt shown? Yea✓NP N/A E. Type of roof cover shown? Yes �fto N/A 1. Attachment asphalt/fiberglass shingles shown? IFBC 1507,3 .71 Yes v4o N/A 2. Attachment of tile roof shown? [FBC 1507.4.51 Yes N/A 3. other roof covering and attachments shown? Yes o N/A F. Length of roof overhea shown? Yes VIVO N/A G. Type of soffit an ascia shown? Yeso N/A H. Attic ventilation shown? Yea No N/A I. Location, type and thickness of flashing shown? [FBC 1503,2,1 and FBC 1507, 3.91 Yee✓No N/A J. Type and gauge of eave metal shown? YeaN/A 15. Is anchorage of veneer shown? [FBC 14031 Yee KO N/A 3 RESIDE IAL CHECKLIST (Continued) a vii. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes V No N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjust square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. 2. Are all room dimensions shown? Yes N/A 3. Are all door and window sizes shown? Yes N/A 4. Are all emergency egress openings shown? Yes No N/A 5. is required tempered glass shown at all hazardous locations? [FRC 2405.21 Yes Vdo N/A 6. Are all vertical reinforcements shown? Yeskflo N/A 7. Are all shear wall segments shown? Yea�,#o N/A B. Are all hold-downs and hurricane anchorages shown? Yes%/"No N/A 9. Is required attic access shown? Yes V-yo N/A 10. Are all plumbing fixtures shown? Yeast N/A A. Is water heater size shown? Yes N/A 11. Are all electrical fixtures shown? Yes o N/A A. Is arc fault circuit interrupter shown for bedrooms? [NEC 210-121 Yes NIA 12. Are all mechanical fixtures shown? Yes No N/A A. Is air handler and condensor location shown? Yes fico N/A B. Are exhaust fans shown? Yes` N/A 13. Are all smoke detectors shown? [FBC 905.2] Yea-,/No N/A 14. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible' f route? [FBC 11-11] YesYNN/A /A 15. Does bedroom open directly Into garage? Yes16. Does the number of bedrooms shown on plans match the number of bedrooms shown on the Application? Yea /A 17. Is Designer's name and address shown on plans? Yes Ao NIA 18. Do egress doors and landings comply with FBC 1012.1.3 and FBC 1012.1.5? Yes do N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1? Yes✓No N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes oto NJA 21. Does floor plan show fireplace? Yes No /A A. Does masonry fireplace have a detailed cross-sectional detail? Yea No N/A`" B. Does pre-fabricated fireplace have copy of the ✓ manufacturer's specifications? Yes No N/A C. Is hearth size and detail shown? Yes No N/A f D. Is mantel size, location and detail shown? Yes No NIA ✓/ 22. Are stair details shown? Yes No N/A✓ A. Is minimum stair width shown? [FBC Table 10041 Yes No N/At/ B. Are tread and riser sizes shown? [FEC 1007.31 Yes No N/A f C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A f D. Are required landings shown? [FBC 1007,41 Yes No N/A�/ E. Are handrail height, spacing and graspability details shown? (FBC 1007.5) Yes No NIA F. Io required headroom clearance shown? [FBC 1007.71 Yes No NIA E/ G.. Are guardrail height, spacing and details shown? yes No N/A ✓ [FRC 1026.5) 23. If floor plan shows mixed construction, are mixed construction details shown? [May require engineering.) Yes No NIA✓/ 24. If required, are tenant separations shown? Yes No NIA A. Duplex [FBC Table 704.11 B. Townhouse [FBC 704.41 4 Rg9IDENTIAL CHECKLIST (Continued) t VII. Floor Plan. (continued) 25. Are all columna and beams shown for porches and lanais? Yes No N/A A. Are column type, size and anchorage shown? Yes No N/A ✓ B. Are beam type, size, span and anchorage shown? Yes No N/A ✓ 26. Are all lintel 5-5-d bdam details shown? Yes No N/A / 27. Are engineering details provided for butt glass? Yes No N/A VIII. Truss/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts and required connections? Yes o N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yes VNo N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A V B. is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/Alv C. Are collar ties shown, including size, spacing, species, ✓/ grade of lumber and connections? Yee 'No N/A D. Is ridge beam shown, including size, species and grade of lumber? Yes No N/A z 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? YesV No N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? YeB� No N/A✓� 2. Is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? Yelo N/A woo- 3. Is floor sheeting indicated, showing type, thickness and nailing pattern? Yes No N/A X. Elevations. / 1. Does plan show four (4) elevations? Yen o N/A es De 2. Are attic ventilation requirements shown? Yes No N/A 3. Are roof pitch and overhang shown? YesUio N/A 4. Is chimney height and location shown? Yes No N/AV 5. Is cricket shown? (FBC 1507.3.9.4) Yes No N/A 6. Are all lanai/porch details shown? Yes No N/A 7. Does plan show solid blocking required for ridge vents? Yes 4o N/A 8. Are condensate linea and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? (FBC 1503.4.41 Yea No N/A 9. Are gutter, downspouts and splash blocks ,shown? Yes No N/A 5 RESIDENTIAL CHECKLIST (Continued) XI. Structural Details. 1. Is basic wind speed shown? [FBC Fig. 16061 Yes �^ N/A 2. Are gable end bracing details shown? Yes✓ran N/A 3. Are roof sheeting trailing zones shown? Yes VN N/A 4. Are protection of"op;ning details shown? [FBC 1606. 1.41 Yes o N/A S. Is importance factor shown? [FBC Table 16061 Yes �16o N/A 6. Is structure designed to withstand interior pressures? yes N/A 1. Is exposure category shown? [FBC 1606.1.81 Yes o N/A 8, Are wind pressures for components and cladding shown? FSC Table 1606.28 Ye$✓No N/A FBC Table 1606.2C Yes ✓bio N/A 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and do they bear a label by AAMA or WDMA or other approved label? [FBC 1707.4.21 Yes %-*�o N/A 10. Are window and door installation and buck details shown? Yes %oNo N/A il. Are mullion installation details and design criteria shown? Yes ✓No N/A 12. Are garage door positive and negative wind pressures shown as meeting requirements Of 1.5 X pressure? [FBC 1707,4.31 Yes N/A 13. Are garage door manufacturer's installation details provided? Yes o N/A 6 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1190 Builder: BESTCON Address: Lot: 5/227, Sulk;ALT BEACH, Plat: Permitting Office/ f L, 6��i C �--A- A" City, State: j ;' b til ` '# Permit Number: Owner: nsdiction Number: , �..� Climate Zone: North IXH 1. New construction or existing 2. Single family or multifarm Cap:24.0 kBtu/hr —_ 3. Number of units,if mutes F SEER: 10.00 4. Number of Bedrooms as 5, Is this a worst case x +n s 6. Conditioned fl VA � 7. Glass area& €� " rk = � a y a. Clear-single b. Clear-doub :30.0 kBtu/hr a T"mt/other 4 y HSPF:7.00 d.Tlnt/othCC bIZ g. Floor � '�" •�=�, ,.i 3 c 'r� ^��' � ,.* "��* e;. m. � — a. Slab-On- b.N/A — c. N/A 9. Wall 0.0 gallons — l * � �� fi EF:0.90VINN _ b. Frame, a 4 t c. N/A R .�t z' — d.N/A � + ' 10. Ceilingty a. Under Attic _' b.Under Attic c. NIA NA J 11. Ducts a. Sup:tine. Ret:Unc41 i b.N/A -� Glass/Floor Area: 0.12 • mai PASS Vote .� ' .. 878 . 1 I hereby certify that the plans and specifications covered Review of the plans and . zxs sr by this calculation are irk-compliance with thg Florida specifications covered by this Energy Code. calculation indicates compliance y '' PREPARED BY GILBERT MILLER with the Florida Energy Cotte. �' zz Before construction is completed a DATE: %"' '' ' " this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, de e , is in Florida Statutes. �° wa compliance WWLMe Flon'd� ErJerg ` ; OVY'NEAQENBUILDING OFFICIAL: Y ! DATE: ' i DATE: �. r EnergyGauge®(Version: FLR3PB 0.11) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1190.0 20.24 4335.4 Double,Clear W 1.3 9.0 30.0 36.99 0.98 1087.3 Double,Clear N 1.3 2.5 8.0 19.22 0.82 126.0 Double,Clear N 1.3 5.5 15.0 19.22 0.94 271.6 Double,Clear E 1.3 2.3 4.0 40.22 0.68 109.4 Double,Clear E 1.3 5.5 30.0 40.22 0.92 1107.9 Double,Clear E 1.3 7.0 34.0 40.22 0.96 1306.6 Double,Clear S 1.3 5.5 15.0 34.50 0.86 447.3 Double,Clear S 1.3 3.5 5.0 34.50 0.74 127.1 As-Built Total: 141.0 4583.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 242.0 0.70 169.4 Frame,Wood,Exterior 11.0 915.0 1.70 1555.5 Exterior 915.0 1.70 1555.5 Frame,Wood,Adjacent 11.0 242.0 0.70 169.4 Base Total: 1157.0 1724.9 As-Built Total: 1157.0 1724.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1190.0 1.73 2058.7 Under Attic 30.0 1212.0 1.73 X 1.00 2096.8 Under Attic 19.0 80.0 2.34 X 1.00 187.2 Base Total: 1190.0 2058.7 As-Built Total: 1292.0 2284.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167.0(p) -37.0 -6179.0 Slab-On-Grade Edge Insulation 0.0 167.0(p -41.20 -6880.4 Raised 0.0 0.00 0.0 Base Total: -6179.0 As-Built Total: 167.0 -6880.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1190.0 10.21 12149.9 1190.0 10.21 12149.9 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 14255.1 Summer As-Built Points: 13972.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 13972.3 1.000 (1.090 x 1.147 x 1.00) 0.341 1.000 5962.0 14255.1 0.4266 6081.2 13972.3 1.00 1.250 0.341 1.000 5962.0 EnergyGaugelll DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1190.0 11.77 2521.1 Double,Clear W 1.3 9.0 30.0 10.77 1.01 324.7 Double,Clear N 1.3 2.5 8.0 14.30 1.01 115.6 Double,Clear N 1.3 5.5 15.0 14.30 1.00 215.0 Double,Clear E 1.3 2.3 4.0 9.09 1.15 41.7 Double,Clear E 1.3 5.5 30.0 9.09 1.03 281.9 Double,Clear E 1.3 7.0 34.0 9.09 1.02 315.5 Double,Clear S 1.3 5.5 15.0 4.03 1.11 67.0 Double,Clear S 1.3 3.5 5.0 4.03 1.36 27.3 As-Built Total: 141.0 1388.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 242.0 3.60 871.2 Frame,Wood,Exterior 11.0 915.0 3.70 3385.5 Exterior 915.0 3.70 3385.5 Frame,Wood,Adjacent 11.0 242.0 3.60 871.2 Base Total: 1157.0 4256.7 As-Built Total: 1157.0 4256.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1190.0 2.05 2439.5 Under Attic 30.0 1212.0 2.05 X 1.00 2484.6 Under Attic 19.0 80.0 2.70 X 1.00 216.0 Base Total: 1190.0 2439.5 As-Built Total: 1292.0 2700.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167.0(p) 8.9 1486.3 Slab-On-Grade Edge Insulation 0.0 167.0(p 18.80 3139.6 Raised 0.0 0.00 0.0 Base Total: 1486.3 As-Built Total: 167.0 3139.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1190.0 -0.59 -702.1 1190.0 -0.59 -702.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 51227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10454.5 Winter As-Built Points: 11095.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11095.5 1.000 (1.069 x 1.169 x 1.00) 0.487 1.000 6754.6 10454.5 0.6274 6559.2 11095.5 1.00 1.250 0.487 1.000 6754.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeMesFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 51227, Sub:ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.90 3 1.00 2684.98 1.00 8054.9 As-Built Total: 8054.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6081 6559 8238 20878 5962 6755 8055 20772 PASS y�yo4 ZIiE ST,gT�o�� c� a EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge4D/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceerd-Fi" all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Se crate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugel"m DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=82.4 The higher the score,the more efficient the home. Lot: 5/227, Sub: ALT BEACH, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr 3. Number of units,if multi-family 1 SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft') 1190 ftz c. N/A 7. Glass area&type _ _ a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 141.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tintlother SHGC-single pane 0.0 ft' _ HSPF:7.00 _ d. Tint/other SHGC-double pane 0.0 ft' b.N/A 8. Floor types _ _ a. Slab-On-Grade Edge Insulation R=0.0,167.0(p)ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,915.0 ft' _ EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,242.0 ft' _ b.N/A c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1212.0 ft' _ 15. HVAC credits _ b. Under Attic R=19.0,80.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 110.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o4ZHEST9TF in this home before final inspection.Otherwise,a new EPL Display Card will be completedY o� based on installed Codecp i t features. Builder Signature: ✓�� "`-'y------'" Date: d7 � l�;i ' Address of New Home: (/ i �� /� City/FL/FL Zi 8 ri r 7 •n WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'mdesignation), your home may quaii�y for energy efficiency mortgage(EEAI)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLR3PB v3.11) System sizing Calculations - summer Residential Load - Component Details Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 4/12/2002 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,Clear,DEF,N,N E 1.33 9 30.0 0.0 30.0 23 72 2160 Btuh 2 2,Clear,DEF,N,N S 1.33 2.5 8.0 8.0 0.0 23 37 184 Btuh 3 2,Clear,DEF,N,N S 1.33 5.5 15.0 15.0 0.0 23 37 345 Btuh 4 2,Clear,DEF,N,N W 1.33 2.33 4.0 1.5 2.5 23 72 212 Btuh 5 2,Clear,DEF,N,N W 1.33 5.5 30.0 5.9 24.1 23 72 1869 Btuh 6 2,Clear, DEF, N,N W 1.33 7 34.0 0.0 34.0 23 72 2448 Btuh 7 2,Clear,DEF,N,N N 1.33 5.5 15.0 0.0 15.0 23 23 345 Btuh 8 2,Clear,DEF,N, N N 1.33 3.5 5.0 0.0 5.0 23 23 115 Btuh Window Total I 1 141 1 7678 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 915.0 2.0 1848 Btuh 2 Frame-Adjacent 11.0 242.0 1.2 295 Btuh Wall Total 1157.0 2144 Btuh Doors Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 18.0 10.6 191 Btuh Door Total 38.0 404 Btuh Ceilings Type/Color R=Value Area HTM Load 1 UnderAttic/Dark 30.0 1212.0 1.5 1770 Btuh 2 UnderAttictDark 19.0 80.0 2.3 181 Btuh Ceiling Total 1292.0 1950 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 167.0 ft(p) 0.0 0 Btuh Floor Total 167.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 9520 55.6 1163 Btuh Mechanical 40 836 Btuh Infiltration Total 96 1999 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 300 + 1800 3300 Btuh EnergyGauge® FLR3PB 0.11 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North 4/12/2002 Subtotal 17475 Btuh Duct gain(using duct multiplier of 0.10) 1747 Btuh Total sensible gain 19222 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 3187 Btuh Latent occupant gain (5 people @ 230 Btuh per person) 1150 Btuh Latent other gain 0 Btuh TOTAL GAIN 23559 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEFfor default) (InSh-Interior shading device:none(N),Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Ornt-compass orientation) EnergyGauge® FLR3PB v3.11 Residential System Sizing Calculate®n Summary Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North 4/12/2002 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 20572 Btuh Total cooling load calculation 23559 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh Submitted as % of calculated 145.8 % Submitted as % of calculated 101.9 % WINTER CALCULATIONS Winter Heating Load for 1190 sqft) Load component Load DLcts(5%) Window total 141 sqft 3892 Btuh .{' I Wndow(+9%) Wall total 1157 sqft 3547 Btuh Infil.(23%) ' Door total 38 sqft 526 Btuh V Ceiling total 1292 sqft 1736 Btuh „ Floor total 167 ft 5144 Btuh Infiltration 114 cfm 4748 Btuh Do=p%' Subtotal 19592 Btuh Wslla(,796, Duct loss 980 Btuh Floam(25%) TOTAL HEAT LOSS 20572 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1190 sqft) Load component Load Window total 141 sqft 7678 Btuh Le+enc Mternel(5%) Wall total 1157 sqft 2144 Btuh �+�+�%) Door total 38 sqft 404 Btuh ; sc +%) Ceiling total 1292 sqft 1950 Btuhwl Floor total 0 Btuh Infiltration 96 cfm 1999 Btuh Wd.ae1rc+4%) , Internal gain 3300 Btuh Subtotal(sensible) 17475 Btuh :q a Duct gain 1747 Btuh Du"8"%' Celfl,gn(e%) Total sensible gain 19222 Btuh -W9%) Latent gain(infiltration) 3187 Btuh Latent gain(internal) 1150 Btuh EnergyGauge®System Sizing based on ACCA Manual J. Total latent gain 4337 Btuh PREPARED BY: TOTAL HEAT GAIN 1 23559 Btuh I DATE: EnergyGauge® FLR3PB v3.11 i CI s Y OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven(7) copies and received by 5 PM on the Fri-day ten t i u► days prior to the scheduled meeting in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCMATELY MARk D SITES WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS f TELEPHONE 7 2. ADDRESS OR LEGA,DESCRIPTION OF TREE REMOVAL.SITE 3, REASON FOR PROPOSED TREE REMOVAL: 4vut L z 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ® NO ❑ NOT SURE 5. PROPERTY ZONING: CRESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: DIAMETER DIAIIZETER SPECS TERIOR E TERIOR MITIGATION 061C -5 to 'r cuj IV 6 f4 sC y �q t ')A 9 2.. d , O/4 k_ 4 f/ C5.4 L 16 ' * Diameter at Breast Height(D.B.R.) is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURI EY indicating:. a) Location of topography features such as hills and low areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or mr"e. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an."X". 1) Trees to be preserved on-site for mitigation must be marked with brackets g) Location,size and species of any proposed new replacement trees marked with a circle"O'.'. h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. c) The front property corners must be-marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS M.INACCURATELY MARDED SI'Z'ES WILL NOT EE-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 CODE OF ORDINANCES OF ATLANTIC BEACH. kl/Appf' is Signature Dae . er's Signature Datel CITY USE ONLY: Tree Conservation Board Chairperson Date TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED TREE 20.00' D 8 IHF OR MORE 7.50' PRIVATE I ) PROTECTED I I TREE I PRIVATE PROTECTED TREE �0 PROPERTY 1 o LINE I I0 o ( D B H OF 20" OR MORE I =u i Imo PROPERTY w 1 IO: LINE o I (D B H OF 10" OR MORE IN = i COMMERCIAL & INDUSTRIAL PRIVATE w > PROPERTY) PROTECTED a I ) TREE 1 1 .I ---� 7.50' __T_ PRIVATE PROTECTED TREE D B H ,OF 6" OR MORE -..------- PROPERTY 20.00' LINE r\--� �? PROPERTY LINE SIDEWALK \ SIDEWALK PUBLIC PROTECTED TREE D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, [�ARTMENT OF AGRICULTURE. B, PUBLIC PROTECTED 'TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO t MAP SHOWING PLOT PLAN OF LOT 5, BLOCK 2279 AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT 1300K 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: N01.22.00'•W FOR THE EASTERLY R W LINE FOR MAIN STREET. City Planning = .. 1tft approval rp, Zoning, subd',, of+:e cca development reoulafk i s OLO does nit CORSr+ VIe approval for the sir: »-ice ,lt eermi+s Compliance "h Florida 86!dii C:a:, '-:rna air -:ther applicable local, Stat-: F�rw F� ..utero le-rnit':ing requirements must be venfiec b; si At �e Of the City ofAdaft Beach R0111rIgC� ci r pr ,r to the issu*06 N s B L O C "Ilding Permit. 8 Approved 9y: w L O T . 4 L O T n_m r.it �ey_e 6 Date: s TREE LEGEND: S01 TRUNK SIZE SHOWN d o I fT'H��U'1�S: (18) (LB 4471) *—x—x—lr 0,-0*aR t •, OAK ')(Di , N (LB 1704) "M�' B L O C K (3" X 2 2 7 �ij �(t2") 7WIN(12") !� SWEET GUM (gs) l MAGNOLIA (1w•�/ Ltx " 20' OR w MYRTLE ( r — PATIO TV�VIN 15") POPCORN : BAY d 0 OR Z I f ' I\\' PINE bi :m 7.5' .^ ...1 ro r� �r W M n 7.5• Q w w �j1 �) 6 N(12") w �,.) Q 0TWIN(15") I •• wH s.0' (n 7. 0 f— W Q 0 5.0' O 0 (D d ''a P Ian 1- J M 12" TRIPLE(3(") J d (0 I <a 12.0' b 10 C4 16.5' 7.a• 00 1J 7 W QUADRUPLE(24")— d 220.00' N01 *2 '00"W nn MAIN STREET (50• RIGHT OF WAY) NOTE: THE LOTSURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONES X. AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120076 - OOOiD. DATED 4-17-89. PREPARED BY: DATE OARCH 27 2002, CZAR ON AND ASSOCIATES, INC. PROFFESIONAL LAND SURVEYORS SCALE: 1" = 20� 1643 NALDO AVENUE, FIELD BOOK 624 PAGES 64-68 JACKSONVILLE, FL., 32207 677 9,1 0 OWNER:Spec Lot 5227 Atlantic Beach SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 5/7/2002 CONSTRUCTION JOB ADDRESS: Lot 5227 Atlantic Beach Main Street 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: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: NIA Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A T Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8'x16" Concrete Mix or PSI: N/A Slump: NIA Width: N/A Beam Pocket Size: NIA 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 NIA 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 NIA Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: NIA 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: NIA Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: NIA Spacing: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Spec Lot 5227 Atlantic Beach 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 FSump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 FSlump: 3 Reinforcing: None Fill: Sand Thickness:4" 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 Slump: 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:Spec Lot 5227 Atlantic Beach Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: NIA Joist Hangers: NIA 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' Corner 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 NIA N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A _UL4A_ _ N/A N/A Ceiling Joists N/A NIA 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" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 NIA 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:Spec Lot 5227 Atlantic Beach 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 FansNents: 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:Spec Lot 5227 Atlantic Beach 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 1 st 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 NIA 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 NIA 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-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:Spec Lot 5227 Atlantic Beach 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 Wor 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:Spec Lot 5227 Atlantic Beach 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No, of Coats Installation Wails Ceilings ALL WALLS Sheetrock ,/2„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1/2"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:Spec Lot 5227 Atlantic Beach 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 Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICKISTONE, 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 •Jacksonville Beach • FL - 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Spec Lot 5227 Atlantic Beach 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 "IWA Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A -7 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:Spec Lot 5227 Atlantic Beach 14, PLUMBING: 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 NIA 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 3/" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/"TO'/" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO'/2" House to Ice Maker NIA Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Spec Lot 5227 Atlantic Beach Gas Supply Material Joint Treatment Size of Pipe Main to House NIA 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- 1324LHP/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:Spec Lot 5227 Atlantic Beach 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: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D 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:Spec Lot 5227 Atlantic Beach 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:Spec Lot 5227 Atlantic Beach 110 Voltage Wiring Detail: Location Breaker Wire Plumber&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:Spec Lot 5227 Atlantic Beach 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:Spec Lot 5227 Atlantic Beach 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:Spec Lot 5227 Atlantic Beach 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 • 3acksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Spec Lot 5227 Atlantic Beach 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper 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 NIA 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: NIA BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 4 / 19 / 2002 Re: Wind Loading Requirements For Lot 5 Blk 227. Atlantic Beach, 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 #8 thru #10 of the architectural drawings are 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 walls 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. Sincerel Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR Lot 5 Blk 227. Atlantic Beach, FL. 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: APRIL, 2002 Y� 22fa Date Sheet of Lo t 5 94-tixi g � i e u Ld,,t Yt s► + c e- tic, s ti,t e Fo Uu%,, 5 tr'uc tura L q Ltri b 3 Floor Y h nnr Fravh i t ( 5 ee e i}Y g0 o � TY� SSG S ,� �lJ o r I u SI cl (4 J(AI& 4 C u'►+ OIYc�i Lec,tu.r�.Q �Q rctt,J 5 v�s Fi9�t �c t. -vi See 5 ce A"CAlo YaaiE to 5'�u►nn •-�J4 :— ��Z 3 (o boLL'� Iw 98 O 4 ff �- s t CO a%4 Gu•ytCYatc tie Pr , � nn ee �1v%Less, vtot;eJ o IA eiw;se 5 �vv+� 1n1 q,r� Ye-1%►� �'arGeyv►�rt�: — 1. 1 :*9 Roc DN g8O•G. 0.� GOf:+i�r1 nail. P S� c � wI<< nes w, o.c- v• .+ .-.- U Y1 Le S S vl O teJ of elf .Jise I" 900 kti �5 ��o0 - ClfEA CT-ACG i �°'rOt,Or— Potts D�erti�,ti►�s) :- 2 to � 1 DATE: Sheet Z_ of tot 5> lIC ��t�`7 lig g, W wtd s p e� 2 0 IYt,p1� C 3 s c us s trAvGwe_ l,cj -1-Cw... 60' CX �S("'r� tt 1� �S �'`> IM?ottaH(e Factor, I = 1' 0 GJ uH.R bor�n� tDeK6(1 s cs� e� /1 ) • F e s •�,.. t &4V YtIc1t C- b co*TVA CAM fu f" to �' 'O o,r Stu. ��lGr pia Fa1tw►.t.� t P K t•yb<< 5hc Wn 6 c.lota �'c s o) TABLE .4 1606.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(in.)tZ TYPE Panel Span:5 2 ft 2 ft<Panel Span 4 It<Panel Span 6 ft<Panel Span <4ft <6ft <6ft 2 1/2#6 Wood Sctew3 16 16 12 9 2 1/2#8 Wood Screws3 16 16 16 12 Double-Headed Nails' 12 6 4 3 SI:1 indG25.4 mm I foot=305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 lb(2 180 kN). 4. Nails shall be lOd common or 12d box double-headed nails. Ca� c� o pW44\I S !� s trV-4t v�i��1 be- �s opw, O-Ke- hUAW. Fir GUW^^ATV\ N•�.Pt S�Al� !l� �0 0 L• . P ��ju Sz lbs �. � v --3 )( z ) (U. sat It e r F d-A P a;\ W,4 fti%'s t4-n s trkvtwe PC(j 130 �� Nou� at,))` Q�rRn � v�`. t ' ) vJv,, a DATE: Sheet �!)—of P ( 2 aoo C w='�+ ��.1-20 ) / ( 35 w 3qO P24- '�— 2 2 "C7 t,7&) � 2� � O-t✓.• ���.�^ �A 1 ( C) ' $Z- ) l Z•{ r 3 c• 2" 4> s LecL mm w� 41 5 Pili N 1A nevi = C0�311 (20/Dao) ( /,3 /� 3) 1(�q9 r- 4 Ll Vii. -4UVii. Te+nSl ONA Vz.+A 36 P5olt: — O •$ Ap F►� or �e Sse� O . Z A•6 i� Pte' r F%m 1,500 PSI F4 = 3G000 Ps h� = 0 2 � : i Ap= �Q6 —� A l Lu-,j Tom►,+1 Z190 16.1 ? x�l ,• t.iLk roi st�eL or t990 ibs $ A3d Wasti-rr. 4u "I eaQ Fb Wv j- =27.1CS ;(Stec! 4761. (uoonE)_ foo si. � 6 )[Ti)(Q4)–(n.5)).= 545 P A: = 61si - x + -t4avw•) 33) = 532 Li p � 5qS psi a•1L Mv►,�r..,t (0.9�) Co•T5�t2/5xSq��Cl.l1�=�1o'I6�•.l•���b _Mls =.qo /'o.ov2G 152994Z?000)(133) 1S-T 5�tar �roQ I"sive O"A Am(,4or ZoU-s :_ 315 %4' %4'4 DKK 4LLvwa ,3,e T �► u� Z�� A3G L,4 cukcrpt —� Ft = IA40 Ibs (See above) AL(uwr,oIe S�Ae.,,- Z." + 6 � m�► { N3 � o �i,s = 35o Fm Ab �-e j se, I! Unje,j,e- 5h6-r= 3507(1500)(0•Z) = 19 57 Ibl o Y (o•►Z)co-Z)( 36r000) = SGS Ib s DATE: Sheet of I� St`r�4uti�.0 us � t3C - Zov � Cr;t r<<. �y- f 3 Building,simple diaphragm:A building which complies 4 with all of the following conditions: 2 4LONGITUpINAI 1. enclosed building, 4E 3 I 2. mean roof height,h,less than or equal to 60 ft(18 m), 4E LONGITUDINAL 3. mean roof height, h, does not exceed least horizon- ROOF 2 /-ZONAE OR tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- I LONGITUDINAL I rations within the building, 1E LONGRUDINAL<% �2alE 6. wind loads are transmitted through floor and roof diaphragms to the vertical lateral-force-resistingsystems, and WIND DIRECTION 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM WINDWARD ROOF WINDWARD ROOF LEEWARD ROOFLEEWARD ROOF If OjO O O CUA iU _ L 4L/*2 TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 1606.2a APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mean Exposure Roof Height B C D 15 1.00 1.21 1.47 20 1.00 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 50 1.16 1 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. &Z 'Yt txr j,j/;AL v'ok& r t�Y j�rti4 � }}��. 4'i' a vr SLS 1 if I I I Jill I III I off II1I111111111111111Jill III IIIIII1litlltill{1111{ItIIIIIIIIIIIIIIIIIIllllfillii11111111111I111I11111111111111t11111111I1lltll11111lI1l11{Ill{11111{{{Ilf1111111111111111111111(1I1t11111111111t111I111111111111111111t11tllllttltlltl{ltl{1{1{I1111{fl{1111 TABLE 1606.2A MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Exposure B m Horizontal loads2 Vertical Loads(psi) Max.Horizontal Wall Loads (psf) � iv Windward End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wall Roofp Wall Roof Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 - /.6 -16.9 10.0 -7.5 7.2 -5.8 0 17. -4.7 11.9 -2.6 -15.4 -10. -10.7 -8.1 - 1.6 -16.9 12.0 -10.1 8.8 -7.5 30< anle 5 5 14.4 9. 11.5 7.9 5.6 -8. 4.8 -7.5 -5.1 -5.8 11.0 -8.1 9./ -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 - 6.7 -20. 12.0 -9.3 8.8 -7.2 20 2.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3 30 r n le<_ 5 17. 12.2 14.2 9.8 6.9 -10.8 5.9 -9.3 -6.3 -7.2 13.0 -10.1 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 - 2.3 -25.3 15.0 -11.3 10.7 -8.7 20 26.6 -7.0 17.7 -3.9 -23.1 -1 -16.0 -1 -32.3 -25. 18.0 -15.1 13.1 -11.3 30 < n le<_ 45 21.6 14.8 17.2 11.8 8.3 -13.1 .2 711.3 -7.6 -8.7 16.0 -12.2 13.7 -10.1 Longitudinal All Angles 192 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 -7.0 - 7.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 20 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 2.0 -18.0 15.6 -13.4 30 < an ie<_ 45 25.7 17.6 20.4 14.0 9. -15.6 8.6 -13.4 -9.0 -10.3 19.0 -14.5 16. -12.1 Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 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 14.9 -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 < angles 45 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -10.6 -12.1 22.0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -1 -52.3 -40.9 24.0 A 8.2 17.3 -14.0 -n 20 43.0 -11.4 28.7 -6.3 -37.3 -26.0 -26.0 -19.7 -52.3 -40.9 29.0 -24.5 21.2 -18.2 r 30 < an le<_ 45 35.0 23.9 27.8 19.1 13.4 -21.2 11.7 -18.2 -12.3 -14.0 26.0 -19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 v a 150 Transverse 0=5 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 0D c 20 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.0 -22.6 -60.0 -47.0 34.0 -28.1 24.4 -20.9 r 30 < angle 5 45 40.1 27.4 31. 1 22.0 15.4 -24.4 13.4 1 -20.9 -14.1 -16.1 30.0 -22.6 25.4 j -18.9 g Longitudinal All Angles 35.7 -18.5 1 23.7 -11.0 i -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 Z O n For SI: I ft2=0.0929 m2, 1 mph=0.447 m/s, 1 degree of angle=0.01745 rad,i psf=47.88 N/m2. O m Notes: 1 Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 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 1606.2(c). 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 Z 0 YiiGTr i jack 'S Cam L . ��Ejric�-r P' E ' of 5 etv,r uJ o�.2•E,S p�,n a. n s r F'r s t A s / o r 5 e TJ RW C5 e 0111314 i IA6 01 Q t-VKI L i "S CYi ta6G Of ptoa tIA-faU0%.k r GUnaI Wahl N .j — Sea: 0.�tQzLJ PLL o r PLt � W aU d.csi9rarts "ticte-600 '" W4llt wll►le �I" atesit�abS " irtcr►vr" is t :— Tri bar �a w�oC CI• e ;- See &�tac� Moor P�, WW'. 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M Qger- tlL(,AM* � V1tl.:�lt^� �����')(0• ��n�tj-t$Y�(-�Y)�w'���-� � 014 e .o r tw o 5 t 0 scc-- to :.-U s 5 ; _ R � �;Y� a�,c�►or bo 1,t 5 paCZU`Q �6,M�- Co Nsttuds For S;c�erior Wca).Qs koW. gOtt s 1 ea y: g 60 Ibi C,r/LAX$ l �b 4navr & 14,40 lbs c �t n tl 1%) OS 8 S11P.a-��i Ylccita wilt, g eQ r oy~vv% 1na� vy etj �M0tej 0 yAe•r-W►re- F:Or -TiAteriOr WOAS ftttow ., Pooi.l:- c It ecus-o r Tum S,'v" - 135 0 lbs t� r�� e$L! 4 ��, r,,,ll cL_e0L9_ 1nri. %_P I'l 1 4-C - Y1vl:cn Sheet Date q/02- L. G a 6 rie L, P• E of tots- Tu ( -U-) ►• 33 aCtv4 S1ne-ar 5 bolt 5 F v' : ajUow a.bl.L S�ear Pc-,, bo Lt 56 1-Atet%'of WP I —=j� •33) (135o��C �� ZJ 7—p c k o os e_ A aV-d uw-�l ALLOW, 11� ,A� tzwt s►v-n �C T O r "C' — ZV ) IA 04l ctc3LMi W+ ll, be o oS w, FYu c"Vu ud ►v+ ;w�)(Or o icer �Pco�� HD 5 A, HTT2z , e-tc k"cbw-ylI to [uWe ) , L STA3G, �b , • &tf- ( F lour to Ftoor IW Iow-vns ) See �exC S�tee t= f�Y s�teA W AI�Jti o aMI 5�4ec :t�-$ �u S Dear CG�G�r.,f;i clot S • Tc)r G .. Sore -TT. ra,i,&re MCA OF tke-. tei+sim, j s S c1 + 0-kF�w� • C leaar� 7l e- bolt V W Ll p"U out aZP ;t- Sote. F LA-r4 W rLL neeX to ske-ay o K p a CUVAPLAe T{D r G Z— tiou d.vz,.K C° 1 '�- 2. �( "A-, F�►lure �M u AA rr o F a k�P.k o1��4 cry �� R wr� �i.6tr�C c�cn..r� C�a.�.�-u -- T•OY G — z V ZV l9oa 1hi C Zxq p 2 SYPH -- Z1/ = Zzoo lbs C 2 x � p(,tL, DATE: 03/25/02 ----------------------------- N I I S I V I I i I—————————————————————————————————— — I \ I I T I I I e. I ("SbpMf-9'wIm KlrC" I I I I I g I \ ° � e i \ I GARAGE --------------- ---------- (a w, ftq) \ LIVING PLANT Si U.F-TOF OF I I I { II i \ CLOSET 084"AFF FLAW SHELF-TOP OF I I CLOSET ae+AFF >aF�cc�ng ( I \ 1 I I I I I = -------------1-1 - uj I / co" I aosEr -�, I / I ------- ----laIII �Z BEOROOM MTE URnreL) uorsAL ED, m — I l� i I ):(CAT�IEMAL ER OA-HCEFL$G)------------- �O--------------- --- --------- LIVING AREA ROOF PITCH IS 7.12 1190 s,q ft �— ALL INTERIOR PITCHES TO — — — BE MAXIMM) ROOF FLAN PAGE BUILD SET SCALE: 1/4" = 1 FOOT 4 tTj� int VU (lb) ) (_yt) Ob) t IT f R 5 ezc 7, r Q:= "Z" IS ALWAYS EMOL TO 1.39 WNW IS FYM FAQ. 8 p OMMAW rlt C AT PAIL EVGES.r�A��CID f ��� WALL CALCUL ATION's- FOR _^ t FIRST STORY WALLS 1c� cx: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026980 Date 3-,4 f 3 Property Address . . . . . . 1285 MAIN ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------- --- ---- ------ -- - ------- ----- ------- -- -- BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (9 04) 246-3747 ----------------------- -- -------------------- ----- -- - - ---- ----- ------------- Permit . . . . . . TREE PERMIT Additional desc . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/26/03 Valuation . . . . 0 --------------------------------------------- ------------------------------- Special Notes and Comments REMOVE 22 " OF MAGNOLIA AND 34" OF OAK TO BE MITIGATED ON SITE WITH 11" OF HARDWOOD AND 17" OF OAK. Fee summary Charged Paid Credited Due ----------------- - --------- ---------- --------- - ----- - ---- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 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 MINUTES OF TREE CONSERVATION BOARD May 22,2002 A regular meeting of the Tree Conservation Board was held Wednesday,May 22,2002,in the City Hall Conference Room. Present were Joan McCloud,Barbara Mears,William Permenter,Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:07 p.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meeting of April 24,2002 A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of April 24, 2002. 4. Old Business None. 5. New Business A. Tree Removal Applications: 1) Lot 3,Block 227,Section H: Mr. Paul Nichols of Bestcon,Inc.,introduced himself. He advised the Board that he would like to remove the trees in the driveway,which he failed to indicate on the survey. Mr.Nichols outlined the trees he would like to use for mitigation and requested that he be allowed to make up the deficiency by either planting trees or paying into the Tree Fund. A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 39" of oak and 10" of pine to be mitigated either on site or by payment into the Tree Fund. , 2) Lu#$,;Black 227,SedinwEizz:Mr. Paul Nichols advised the Board of corrections to the survey. A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 22" of magnolia and 34" of oak,to be mitigated on site with 11" of hardwood and 17" of oak. 3) Lot 6,Block 227, Section H: Mr.Nichols advised the Board of the trees he would like to use for mitigation and requested that he be allowed to plant additional trees to meet the mitigation requirements. A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 49" of oak,45"of pine and 22" of hardwood to be mitigated with 22" of oak on site,3" of oak to be planted,21" of hardwood on site,and 13"of pine to be planted. ��. CITE' OF ATLANTIC BEACH R., ECFIV- TREE REMOVAL APPLICATION G ,All applications must be submitted with seven(7) copies and received by 5 PM on the Fneda�y leu S i u) days prior to the scheduled meeting in order to be placed on the agenda, *INCOMPLETE APPLICATIONS OR INACCUIMATELY L4ARKED SITES WILL NOT BE PROCESSED. J ,j7 APPLICANT NAME ADDRESS (/TELEPHONE 2. IHSS a�n .� ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES WNO ❑ NOT SURE 5. PROPERTY ZONING: Q RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: DIAMETER. DIAMETER SPECIES TERIOR EXTERIORMITIGATION 5' O/4 lc 4 t A L !c 0A/51 r& i *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. *" See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches oz more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets,,[ r% g) Location,size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MIDST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. c) The front property corners must be marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS. ILINACCURATELY MARDED SITES WILL NOT BE-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 CODE OF ORDINANCES OF ATLANTIC BEACH. App ' is Signature Da e er's Signature Dat CITY USE.QNLY: ree Conservation Board Chairperson Date MAP SHOWING PLOT PLAN OF LOT 5, BLOCK 2279 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: BESTCON, INC. BEARING REFERENCE: N01'22'00"W FOR THE EASTERLY R W LINE FOR MAIN STREET. Tree Removal APP roved as Noted �, paten B L O C K 2 2 8 L O T 4 L O T 5 I L O T 6 S01022'00' E x 113EE L.EGENQ�, , o I TRUNK SIS SHOWN d 15 f 1 �1)11 '_x x fTH�US: (18'x) � (Le aa71) x--x '� \_",�..�--� o.e' x, •J OAK ,. (LB 1704) vrt#' (� N B L 0 C Hca '`•+ 2 2 7 SWEET GUM �(12"} $N1 Q MAGNOLIA20' BRL 3"�t�iMYRTLE r PAnO TW ") O 0 I z 5• �ln�l8') 0 POPCORN • cc IP E(241) i ) ^' BAY d' 0 � PINE ^I /O J Im ^3.5' "z, W tq .h 3.5' v 3 a, t4 W 0w C4 w _ I Q QTWIIN�(l55") I w -'k ro W .. C LV'f�kr/ O 2.0' Q. /TNAN(10") w LO W TRIPLE(3 ") COz J W (12 1) /,�Ibr,15,E WYCO -� ,y� (4 12.0' b ` 1 r N is.8' 7.5' Z 2 ' V) V) in t 4 W QUADRUPLE(24") % 220.00' .J N01 *2 '00"W MAIN STREET (50' RIGHT OF WAY) NOTE: THE LOT SURVEYED HEREON APPEARS TO UE WITHIN FLOOD ZONES X. AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075 - 0001D_ DATED 4-17-89. PREPARED BY: `ATE MARCH 27 2002. CLARSON AND ASSOCIATES, INC, 1" = 20' PROFFESIONAL LAND SURVEYORS 1643 NALDO AVENUE. SOK 624 PAGES 64-68 JACKSONVILLE, FL., 32207 677 9.10 I CIT Y OF ATLANTIC BEACH L I ,. TR-.PE REMOVAL APPLICATION 9 f�Tnr of 1'�tlaii.tr` l3`�` All applications must be submitted with seven(7) copies and received by PSI on the,-F,�4 (I U) days prior to the scheduled meeting in order to be placed on the agenda *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I. tG � 0 ,j 7 APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL.SITE 3. REASON FOR PROPOSED TREE REMOVAL: kqzz 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES L/ No 0 NOT SURE 5.PROPERTY ZONING: Q RESIDENTIAL 0 COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAA4-ETER MITIGATION EXTERIOR , OAK 01134 Ai(- IL r oi31L Orr A4 4&ti t)t,,.I lk- ay CIA L * Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade._—T curately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. i ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an "XI. -f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle"O" h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SI'Z'E REQUIREMENTS: a) All trees identified for removal NWST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with$LUE .flagging,paint or tape. c) The front property comers must be-marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS OXINACCURATELY MARDED SITES WILL NQT BE-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 CODE OF ORDINANCES OF ATLANTIC BEACH. App ' is Signature Da e er's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date ti MAP SHOWING PLOT PLAN OF LOT 5, BLOCK 2279 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: BESTCON, INC. BEARING REFERENCE: NOt'22'00"W FOR THE EASTERLY R W LINE FOR MAIN STREET. B L O C K 2 2 8 L O T 4 L O T 5 I L O T 6 TREE LEGEND: �, S01 '22'00" TRUNK SIZ SHOWN d �(� f THUS: (19' (LB 4471 50 " x S •J OAK 4' (LB 1704) rw!' 3 o SWEET GUM B L O C K�(12"> VTWIN(tz") 2 2 7 (4,to ) � MAGNOLIA C w 2O' BRL,, _, 3" . w tp MYRILE O r PA110 T1�N1N 15") O POPCORN O I2Q IP E(24 BAY �r m O NO (D 'll\ PINE N. 7.5, 3. W h .n 7.5' �3.5' 4 ,Q W o w ) U Q WTWIN(15") < ( ) w W .� ~ to O 5.0' <O 5.0' 7. O F- 3w 2.10'' a TWIN(10-) Q 0 (o C63T �(5 ) (18.) 0 0 LL m z J W 12 TRIPLE(3 ") r .L 15o p 12.0' {/W N 16.6' 7.5' Z 2 ) 00') 4 ) W v & (1 .' QUADRUPLE(24")— 0 220.00' N01 '2 '00"W MAIN STREET (50' RIGHT OF WAY) NOTE: THE LOT SURVEYED HEREON APPEARS TO LIE W471HIN FLOOD ZONES X. AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL No. 120078 - 0001D. DATED 4-17-89. PREPARED BY: DATE MARCH 27 2002, CLARSON AND ASSOCIATES, INC, PROFFESIONAL LAND SURVEYORS SCALE: 1 = 20' 1643 NALGO AVENUE, FIELD BOOK 624 PAGES 64=68 JACKSONVILLE, FL., 32207 677 9.10