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Permit 1680 Jordan Street Q 4m JOBADDRF.SS 16 S(-). (2 TYPE WORK>�a.,r- PROPERTY OWN LT.PHONE �l f ��- CONTRACT M- EPRONE PMU"NDMM /9 9 gff� DATE - -fes- . MSPECTTON& FOOTING ZAv 0-0 'D U SUB Ll 1& /'/30 -6 � TM RF" LEVM NAILIIVG/SUUI MWG FRA WGACO UP DYM ATION V FINAL BUILDL'VG U' -1 D.- C) CERTIFICATE OF OCCUPANCY 4 -1 v-off ELECTI?ICAL PERMITS -9 l -76 , 12VSPEC77ONS ROUGV FINAL AffaUMCAL PF.BMIT,I 0Ll \l9 (fir INSPECTIONS ROUGH FINAL Q-lo -0 ARWAM 1VGPERUM 9 F MSPECTIONS ROUGU/UNDERSIAB TOPOUT 2° WATZR/SEii'F,R FINAL o NOTES: ,.3 CITY OF ATLANTIC BEACH �? 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 E3;l9r Application Number . . . . . 06-00034544 Date 1/11/07 Property Address . . . . . . 1680 JORDAN ST Application type description_ RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc remove tree stumps from right of way ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DOCTOR, CYNTHIA OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ----------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . 35. 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 7/10/07 ------------=--------------------------------------------------------------- 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 PERMT I5 APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rS�Alf CITY OF ATLANTIC BEACH r PLAN REVIEW SHEET Routed to: r �~ D.Hufstetler Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 niak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# o b .3707 Property Address 16 to --I;,e clt 1 Sl— Applicant: t)W -"F'A 110 t77 Project: 60A i� This permit application has been: AApproved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Protect sidewalk from damage. Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date -- d Date Contractor Notified: 0 zoo? CITY OF ATLANTIC BEACH r CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 !OR19 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. C�II IJ Date PERMIT# ;V1.1aY1.11L &C ISSUED BY THE CITY Job Addressx� L Permitee: Telephone# q6 Permittee Address: Requesting, . Per ission to Construct: Locatio (,Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes( ) N ) Dat Bell South Telephone Company Yes ( ) No ( ate: Ferrell Gas Yes( ) No ) ate: Comcast Yes ( o ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified enty-four (24) hours prior to starting work and again immediately pon completion.. I � OWNER Signed: Data;- Before at oa Before me day of in the County of Duval, a eo 14,2010 State Of Florida,has personally ARAared sur, ODD 518533 Notary Public at Large,State of Florida Couny of Duval. " ounded By National Nota%AM. My commission expires: Z • /ZI• 7 Per Produced Identification: _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT''{11fiFORMAT#ON , LOCA 10 RfiNF+DRMATION Permit Number: 23559 _ y Address: 1680 JORDAN STREET Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW,. Township: Range: Book: 1 Proposed Use: SINGLE FAMILY Lot(s):PT 8-9 Block: 1 Section: Square Feet: Subdivision: ED SMITH Est. Value: del Number: — _- Improv. Cost: .550.00 Date Issued:, 3/07/2002 OR, CYNTHIA Tota!.Fees: 1 ds DAN ST. Amount Paid: A EACH, FL 32233 Date Paid: --- Work Desc: ERE PROPERTY OWN rtTu10.00 t '"'7 2 w�'.�•s �� � �,. �z.: sem« r� i '�•�"'�' y 1... �_ `�%e a�y+'f� +y.gr�. .�Ate_ .^" -- t ���r�c ',,'w•a{.*a1u+> .y, . �r y 'bIC" * "''x'y° -�'j•�c`�i rl�F' 4m'+.',y v dF��'.�`�, tn,,... ..'Yrt -•`i�'ic s. ' URI 4 7..`e.. '�.�i ,�'t;� � '+a`•'F'-Kts.F^St't3.}y;, �J�' 1"� i's t .n.; .. s + � �' rr M *, '�' Ox. r�r�'ywA'q¢'N�r `kx�i a t � "?^X'¢ �.RJ£y � 4 o. � "'."r w �� .,J• ��;y ��L�+ �����.���.�a„v a `.�,�,,»' aa;h a��:,u � N,. �},-,� { �,., ta. ��•a .y, r; a-^,.XWt'hi,A yy_,,y< ' ;•q,:w hy� .,rd�• ! u•..r� �;" � „aux ..' ^� �r'4.."L ri•... )S++,t a'' x�� c �+W4 '�C''4-' ,-�' �� �"s 1rS',y,•t�'sr' � "�' ;y �u��aw ..-v:� sLT'a°� ;. +'�rFf��.e:��^4+�v.3TC •+�: yi::; '°¢,_ — '�t tr,.t ,� w; fel .�;,.+` fi �, �, �••_ NOTICE- IN SP Y TO INSPECTION _ LACED IN PUBLIC SPACE,AND BUILDING MATERIAL, RUBBIS ER MUST BE CLEARED UP AND HAUL IN "FAILURE TO COMPLY WITH.THE CONST� 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. i 1 Oper: DSMITH Type: OC Drayer: i Date: 3/U/0281 Receipt no: 399x4 14 PERMITS-RUILDI116 1 f19.88 Trans number: 793993 ATLANTIC BEACH BUILDING DEPT. f19.N — ------J--�� Trans date: 3/98/82 Time: 9:24:91 I J CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners C2 Phone Address Lot loock~ nd/or Unit# Subdivision Contractor if Different From Owner Valuation of Fence $ Corner or Interior Lot Y d� Type of Construction Attach Survey Showing location and height of fence as well as location of street(s). R, E 2 .++.Jfi C2ieil ZvliilA�j Owners Signature g ,y Contractors Signature MAP SHOVING BOUNDARY SURVEY OF,, THE SOUTH 32.00 FEET OF LOT 8, TOGETHER WITH THE NORTH 18.00 FEET OF LOT 9, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 20" A L L E y Atlantic Basch �_ roe�oe and Zen erM-- Tw apprenrd Nelms. wo applicable dmwp subdivision mo sin , odo sprlocal cnst�te oe This Pcr/ion Of[o/B No!/r+c/c,�d In Tire Surve a appt+eva fw the l wwm pwmft 8 a y � �"v wo Florlde 1 Code ON�sPP*Able a �'— of : IooN, igtate and Fed" Intl requirements 4°�° am svattliedpy ' o/Atlantic Q�OiRt pfidf•IC ttre Nattran0a of a N 89° 100"E. /00.oo" App Of 141 OO Ca!/E,l oORIN 28.7 >aA1� T Z� g alf Srogyl VivyL o NKESIDENCF� 8 -IBJ- M ~NUMB£R IGBa f�N/JN D� . N`^ � i L 0 T 7 hdOt EL EYAr/aN/SG7 care 47-r ZB.t S 1 LOT 7 LOT 6 Lar9 %•:: ::•• C4NCR 1648 •FT- o- AIX 011D/T/ON/N6 0 CON['RETE;$ LOT 6 N i LU 'm IN /oo.oa' CON�RETf DR/vE� X^I (► O.j OVER L/NE C v r-rt4(C� 1 V (A � W 1 Thrs for/loin ar Lot 9 h6//nc/udeo'InThr.St,rvcy LOT 6 0 .Q LOT 5 �oo.eo' LOT 9 LOT 6 V LOT/0 0 LOT 5 J ` NOTES I O BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE GIF JORDAN STREET AS BEING S.00'/5'00'£ INO BUILDING RES7R/CT1ON LINE BY PLAT, BUT THERE MAY BE RESTRICT/ON LMS OR EASEMENTS THAT AFFECT THIS PROPER TY BY ZONING OR RECORDED/N THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON E C ED THIS S"9VEY. THIS PROPERTY LIES IN FLOOD ZONE'X"BY FLOOD MAPS VAR li 6 REVISED 4//7/69, COMMUNITY PANEL NO. 120075 000/D. �r� G; A lartl.IC Beach BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC.=ITE OF OCCUPANCY WORXSHEET Date Requested: Building Contractor: aqC� Q� Building Permit Number: , 9 ` g F Address : 16 Legal Description: n/ Z !v l�� -f�f� 6cn�l Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be readv for occupancy as ti(P-CD Lowest Floor Elevation: g/ required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY E'i re WA Public Works ^running &uilding 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 �I compliance with the various ordinances of the City regulating building construction or use. For the following: i 1 I I Address: 1680 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 I i Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY j Permit Number: 19988 C Date: 9/12/2001 DON C. FORD, C. .O. Post in a conspicuous space I 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 i compliance with the various ordinances of the City regulating building construction or use. For the following: I I i i Address: 1680 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 I i Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19988 Date: 9/12/2001 � � I DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ,�tCa�ctic mea c� - �GvLu�la 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at.904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT MAP SHOWING BOUNDARY SURVEY DF., THE SOUTH 32.10 FEET OF LOT 8, TOGETHER WITH THE NORTH 18.00 FEET OF LOT 9, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. /6� (r� - - 2 0' 4 L C E y ise�ei• This Portion Of Cot B No!//.r/"*d/n A/i$ua-vol 8 � o /Y 99°3 00"E. /00.00 gO eo;laEO oveol 7 LB.-' h ONE S TORYV/AM > Z SIDIAI f RESIDENCE $ "NIIA,IBER/480 F/N/ff1 DN LOT 7 FLOOR ELEYARON/S.-17 s7.r• LOT 7 LOTd ': LOT 6 LOr yuj 8AIX Caao1r1,oa1Nj ;CUM, g LOT 6 nl C � `, owx C/NE oV ; �V �• b I This&-ilon D/'Lots lkl/nc/uded/nTlua.Strrvey 13 I LOT 61 LOT 5� �oo•eO' LOT 9 LOT 6 LOT/0 Q J I LOT 5 �! I NOTES O � BEARINGS ARE BASED ON THE WEST RIGHT-AF-WAY LINE OF JJORDAN STREET AS BEING S.00•/5'00'x: l° ypz ar I NO BUILDING RESTRICTION LINE BY PLAT,BUT THERE MAY BE RESTRICTION LIAES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED/N THE PUBLIC co O RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. ", THIS PROPERTY LIES IN Fl-000 ZONE 'X"B Y FL 000 MAPS REVISED 4//7/89, CONMUN/TY PANEL NO.120075 0001 D. i City of Atiaritic Beach CITY OF c Vead - �7eav 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX(904) 247-5805 •,`�l SUNCOM 852-5800 DATE" JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely ATLANTIQ EAC BUILDING DEPARTMENT CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 PEi111 M1T!. t)RMATIrON LCA1"ItN 13RI>YI'. N Permit Number: 21779 Address: 1680 JORDAN STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 26 Proposed Use: SINGLE FAMILY Lot(s):N19' 9&31' Block: 1 Section: Square Feet: Subdivision: ED SMITH Est. Value: Parcel Number: Improv. Cost: ' : � l^bRfiTIION Date Issued: 4/16/2001 Name: BEACHES HABITAT Total Fees: 53.00 Address: P. O. BOX 50939 Amount Paid: 53.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 4116/2001 — ,-Phone: (904)241-1222 Work Desc: NEW HVAC CE)N CTORAT#�JN FEES OCEAN STATE HEAT &AIR ;��� ���� ERMIT. 53.00 t J sxa' ..` p . All, - r . ROUGH MECHANICAL s� NOTICE-MSPECTIO a� UST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INFECTION --- - -- -------- ---- - BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT fPLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP A4yD HAULEDAWAY BY EITHER CONTRACTOR O OWNER "FAILURE TO COMPLY WITH pT Ct NaTI�T � W--r, l ULT IN THE PROPERTY OWNER PAYING:7VNiCE F0 ? 11 [.t?tiV IOPiUEN` " ;. ISSUED ACCORDING TO APPROVED PL iV� I ARL PA-krbF ERMiT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS � ; - � " s i .r ATL/NTIC BEACH BUILDING DEPT. Date: 4/16/01 81 ReceiptS5M45648 r _— CHErttS 16307 --— _ 88180003221080 BUILDING AND ZONING NSPECTION DIYISION CITY OF ATLANTIC BEACH ATLAK"C BSA-H.MORIMA 71173 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPCRTANT—Applicant to complete all items in sections 1, II, III, and IN. go LOCATION Street Addr.u: ea f{, OF Interuafinq Sin.is: 9.fwwn And fA✓" [.� J l BUILZING Sub-d(ritien II. IDENTIFICATION —TO be completed by all applicants. In consideration of permit gnen for doinq the work as described In the obo-e ttatement...nenby egrn 10 periorrn laid work in accordance with the attechpd pians ano .oecificatiens which are r parr hereof and in accordance .•ith the City of Jacisonriile ordinenc s and standards of good.prectice listed therein. Neste si wachaniaa) Contractors �� contractor(►rind v Master V Nam*of Property O"or U Sigwetero of - signature of or AWh • Agenf ,� Arahilact or Engiaor Ill. MI RAL INFORM A. Ty h*etinq fuel, NEA CONSTAUCtON BEING NEON r 'Tans suit. OR SIT£t P J Q Bea—❑ (Z Nehni case"utility IF YES. 'jive NUME OF 2 ,;TION ❑ Ol PERMIT C, O ❑ Other—Specify IV. MICHANICAL 3QU1P1A111INT TO II INSTAIAW NATURE OF WORK t IProvide Complete list of comp euetsIs on beck of this form Residential or ❑ Commercial ja/Heat ❑ Span ❑ Raeessed lLGatral 0 fine► Naw Building [I-AIrCmtddieniegs ❑ Ream Mr Q Existing Building �t Systems Material Tlttck--� C2Replseemssnt of existing system of raaw Installation(No system previously Installed) mosimem C"dtf ❑ Extension of add-on to existing system ❑ Rwrigemthon D Other-Specity ❑ Cowles !a of. Capacity 141^ (3 Fire sprinkiens Member of b= - ❑ Bewter (3 M/Rliff ❑ ba.l ter tomb.-) THIS SPAM!oR CPlIca Us ONiy ❑.Ge"l".trMa— �•-trmbwl (Ree'iwd) Q•Te.ka --IBemier) Rome" D Lin assts oess lmm'b«) ❑ Uafiwd ptessare Pers hnRit Approved by- 13 y C Iwser. Q Ofhar--'Sp.Bty Permit I - LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUitMffi'R' 2ft>®berVatta Daawrlyttaa ]to0elNumb� )taautantssees Clbaa)T .►isasf• BEATING-FURNACES,BOILERS,FIREPLACES CayBd�' MtsmeerVadla Dameriptiost 7[wdellftsmisar xanutaatow (3=3 a1a�BT TANES Sar X"T NPaamal CmssaaltT T"Is U qwd Plattaa et Strict Appsesin� clad 3NaawrmB cantata" Itaslolwotwo Na /► CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION'° I CATION,[lilFf1RN11ATt.Qt .,. Permit Number: 19700 Address: 1680 JORDAN STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: (7WIIEI INF�RltileTlOit `;1 Date Issued: 3/09/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: (904)241-1222 Work Desc: TREE REMOVAL PER PLANS `P PROPERTY OWNER I I -t` S@CtttyrlSl�@ UIr@ my Z FINAL I -- i I I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED 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. �..— ATLANTIC BEACH bUILDING D- --. 3 F CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5,PM on the Mondgy prior to the scheduled meeting in order to be placed on theagenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 36X '�75V 17e1,1 /' 3Z Zy� APPLICANT NAME ADDRESS TELEPHONE 2. 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 k: NO ❑ NOT SURE 5. PROPERTY ZONING: TI7 SIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** * 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 3.1416. 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) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. 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 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 indicated. 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 Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED 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. l Applic t's.Signature Date 0,�) & � Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date l� op- �t Z77 t { -7� t �l a l 9�` CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT ,`PERMIT INFORMA`FION "�. ..... INFORMATION '. Permit Number: 20989 Address: 1680 JORDAN STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 26 Proposed Use: SINGLE FAMILY Lot(s):N19' 9&31' Block: 1 Section: Square Feet: Subdivision: ED SMITH Est. Value: Parcel Number: Improv. Cost: ' OWNER lNF: RMTlt3CY , Date Issued: 11/14/2000 Name: BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 11/14/2000 Phone: 904)241-1222 Work Desc: INSTALL PLUMBING B & G PLUMBING PERMIT 46.50 11 571 iiiiiiii : UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED 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. CDate: 11/14/68 11 Remiptit 11 19, f ATLANTIC BEACH2UILDING DEPT. 11111 1lm 21 CITY OF ATLANTIC BEACH j ' nvv SEMiPOLE FCnD-ATLANTIC BEACH,r 1 t-_1 EL: E.;-5ota-RAX, ----- -141 --- -!4! JQ. ■ /ti/^�n T"/1r7 lrif Adi1 Ar 1kt _ 6686 ___ _ PERMIT INFORMATION _ _tve.tt s sys�s :s stem MA N "TV -----8888-' Permit Number. 19988 — _ Address: 1680 JORDAN STREET t 1 �._—.___-'- ATI A\iTl/'� nr Af�lJ C! —Permit Type: BUILDING - af-A flu, . Class of Work: NEW j Township: Range: Book: 26 j Proposed Use: SINGLE FAMILY ):N1 , 901' Biouk. " Section: f Lot S .i`i d I Square Feet: Subdivision: ED SMITH 1 Est.Value: Parcel Number:.--__ Improv. Cost: 47,754.00 — OWNER INFORMATION_ Date issued: 5/02i2000 Name: !4LA HE RAM T�I � Total Fees: 2,055.66 I Address: P. O. BOX 50939 f Amount Paid: 2,055.66 JACKSONVILLE: BEACH FL 32240 Dated Pam: 5/02/2000 Phone: (904)241-1222 Desc C ONgTRUC'T NEW HOME PER PLANS HSF 1066 CONTRACTORS _ APPLICATION FEES orsnOWNER PI`R rY 1 _—WATER IMPACT FEE 350.00 1 /\V I ■.1\. 1 OWNER w-.w j SEWER IMPACT FEE 1,25000 j I WATER METER/TAP 85.00 ! ` RADON GAS-H.R.S. 5.06 ' RADON CAB 50/„ 0.27 j CAPITAL IMPROVE. 325.00 r°oncc CnNNGrTIf1N 35.00 CONST.SURCHARGE 4.80 17-1-UA O!`�IATI Of-L1 n.53 I fI I t inspections Regulred --- TREE BARRICADES_-_-__ -- 'FOOT ING COVER UP FRAMING FINAL BUILDING (CERTIF/OCC.UPANCY E INSULATION I II { �*�li+.n rn IAfCpCf`TI(1N ' _ NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 H I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST N( MUST BE CLEARED UP AND HAULED AWAIT'BY EITHER CON t t�}i%T GR O _ "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAV ^%A.UCD PA%fjLIrs -nmt+c rno RI m nitir- IMDRCf EMENTS"" City of Atlantic Beach s IMP. Wj%o ! V V V%0 • 666 6. �_. _.__ ### CUSTOMER RECENT #** _ __. OPER: SHAWNA I Cir ED ACCORDING TO APPROVED DI ANC%A/HIC`H ARE PART OF THIS F DATE: 19/2$19Q �1OC DRAWER: 1 ISSU, 1lL��+UI.LIII.V 1...APPROVED.V. �,. RECEIPT: 0086352 FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. DESCRIPTION QTY AMOUNT TP Thi — _ _ DESCRIPTION CONN£CT.CH 1 $350.00 54 Cit SEDER CONNECTION 1 (12511.00 59 CK WATER METERS-A.B 1 $85.09 Be Cit RADON GAS 1 $5.96 1 CK FEES-RADON GAS 5 1 $.27 # 8 Cit WATER CAPITAL IMC1 $32 .09 #57 CK BACKFLOW PREVENT 1 $35.08 *56 Cit RADON FEES-RADON 1 33.4.53 7a a TENDER DETAIL w = ATLANTIC BEACHBUILDING DEPT. Cr, 1023 3295555.66 t _ DATE: 10/24100 TINE: 15:18:28 TOTAL CHECKS 32955.55 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20687 Address: 1680 JORDAN STREET Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 26 Proposed Use: SINGLE FAMILY Lot(s):N19' 9&31' Block: 1 Section: Square Feet: Subdivision: ED SMITH Est. Value: Parcel Number: Improv. Cost: h '. G ER`I M . ATIOI : Date Issued: 9/26/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: (904)241-1222 Work Desc: FOUNDATION PERMIT FOR NEW BEACHES HABITAT HOME IEIE ��r':y.",�br.�' PROPERTY OWNER s actions Re . r TREE BARRICADES FOOTING SLAB NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED 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. ol 2K, ATLANTIC BEACH UILDING DE T. ib: (8-4799) L T 1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 'OP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ROT CHORD 2x4 SP 42 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 43 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. N LIEU OF RIGID SHEATHING: OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00` OC. 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. l-- 7' !1' 7' W4X8 W W4X T 12 T 5 v m m 1W2XIO(B5R) W2X10(B5R) _7 W1.5X4 W3X7 HS2512 W3.5X4 —gyp 25' �— 2' 25' 2' ---{ 7' 13' 7' 4280 428 Rv-1903# U-930# w-3"B Rv-19030 U-9300 W-3'8 G T1 SEQ = 5 406 ATE-WAVE TPI95 TPI-95 (STD) QTY- 2 PLIES- i TOTAL= 2 REV. 18.2c4 SCALE =0.2669 u REPIBLEON`i �RXTREME NTC LL 20.0 PSF REF*IMPORTANT** ALPINE NOTBEE ENGINEEREDPRODUCTS. MY WARNING I DLmEE AD t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE NIS-91 BY TPI. SEE THIS DESIGN j TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB 6Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MAGE OF 20"GALV. STEEL MEETING ASTM WIREMETNTS. ULESS OTHERWISE INDICATED. TOP �A A23 � BC. DL 10 •O PSF DRWG A446 SA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Doe SHALL BE LATERALLY BRACED MIT"PROPER T TAWS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOODSHEATHING. BOTTOM D100 BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 150 i ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE S TATE 01 CONFORM V/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE h/1/SS) FOR PROPER <Og10*�o'Y TOT.L0. 37.0 PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,/T�r we``", - DUR.FAC. 1 .25 IN ONLY. AND SHALL MDT DE RELIED UPON IN ANY OTHER WAY. I DESIGN 70 THE TOM ERECTION CONTRACTOR. S--TOT .TPAAq P1 Arc TNgTTTNAF ww. NeOi rrTzm&o nFgym gOFrTFTrATTrw Fra w rn TtldrTTM �'TGU�'�T[GUU SPACING S e e above TvvF h 1 D S 8-4 799 LOT T2 THIS OWG.. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP /2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP /2 N ENCLOSED SLOG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP f3 WIND TC DL - 5.0 PSF. WIND BC OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24,00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' 7' 9' W4X5(R) 4X 12 T Q W2X5(Ai) 2X5(A1) B'1' W3X4 W3X4 W1.5X3 25' �--2. 25' 2' — Rv-10360 U-540# W-3'8 Rv-1036# U-5400 W-3'8 a p 2 AG E-WAVE TPI95 TPI-95 (STD) QTY- 2 PLIES= i TOTAL- 2 REV. 18.2c4 SCALE =0 2669 ALPINE ENGINEEPEO PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN NANLIND. ERECTION AND 98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATId6. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP r423 9 �' BC OL 10•0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. .BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE A T AI E 0 +r CONFORM W/APPLIGHHLE PROVISIONS OF NOS!TPI. AN ENGINEER'S ALPINE TECNICAL UPDATE vi1i911 FOR FRaPER + `IORto� TOT.LD. 37.0. PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH COPY OF THIS ,r' r A„p N`r DUR.FAC. 1 .25 1N.ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CUNT TOR. n. - OU ^�� n „. w• v -- -4 799 LOT T3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WINO, 15.00 FT MEAN HGT, SSCC1. BOT CHORD 2x4 SP t2 N ENCLOSED SLOG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C, TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �----- ——f i' -----�—3' 11 W4X5(R) W4X 5 p W1.5X3 W1.5X3 v c Q=W2X6(A1) W2X6(A1) 8'1 W3X7 W5X4 25' f--2' 25' 2' Rv-1036# U-5400 W-3'8 Rv-10360 U-5401 W-3'8 .ATE-WAVE TPI95 TPI-95 STO QTY- 2 PLIES- 1 TOTAL- 2 REV, 1B.2c4 SCALE :0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**BALL NOT BE RESPONsteLE FOR ANY ARNING IN HANDLING. ERECTION AND i 1 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-S1 BY TPI. SEE THIS DESIGNDDT gcTC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS 6Y TPI. FOR AITIONAL SPECIAL PERMANENT BRACING iE T1" WNL •�ALPINE CONNECTORS ARE OE OF 20GA QALY. STEEL MEETING#STM QUIREMENTS. UESS OTHERWISE INOICATED. TOP .•A 223 ABC DL +O •O PSF DRWG NNA446 GR B EXCEPT AS NOTED. APPLY COECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER USTRS ANDUNLESS OTHERWISE LOCATED OH THIS DESIGN• POSITION LY ATTACHED PLYWOOO-SEATHINS. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G $GOA-F. DESIGN STANDARDS WITH PROVLY A77ACHED RIGID CEILING--SEE A TA TE osCONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI• AN ENGINEER`S ALPINE TECHNICAL LIPOATE (71/91) FOR PROPER . < o' TOT.LD. •(37.0 PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cf o'� DUR.FAC. + •25IN ONLY, AND SHALL NOT BE RELIED UPON-IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '�' 9--TPT . Ta MC a ATF TYCTTT.ITF TIT.. .Pa: YI'TTIWAI flFFTFY eacrTFTr.TTw.,...............•.••..•..••..•• tom' C:P,A F`TNN, 7A n° +••• R'+ ^^ (8-4Z99) OT T4 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2X4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF. WIND BC OL , 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12'6' 12'6" W04. Fj off 5 p W1.5X3 >�W .5X3 m io in ul u7 1W2X6(Al) W2X6(A1) 8'1 W3X7 W3X4 25' +--2' T - 25' 2' ---� Rv-1036# U-540# W-3'8 Rv-1036# U-540# W-3"8 AG = T4 SEG 52419 LATE-WAVE TPI95 TPI-95(STD) GTY- 12 PLIES= 1 TOTAL- 12 REV. 18.2c4 SCALE =0.2669 FROM ALPINE ENGINEERED PRODUCTS. INC. TRUSSES iEOUIRE EXTREME CARE TC LL 20.0 PSF REF n2 *I MPORT A NT�E�E SMALL NDT SE RESPOMSIDLE FOR ANY ARN I NG IN NANOLIND. ERECTION AND 1 1/ 3/98 ^ ►`\C�V DEVIATION FM THIS DESIGN OR THESE SPECIFICATIW7E. OR ANY BRACING. SEE HIS—S1 BY TPI. SEE THIS DESIGN T gp�_ TC OL / .0 PSF DATE 12/07/98 FAILURE TO BUILD THE TtN6S IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 'i Tk+ I ALPINE CONNECTORS ARE MADE OF 20SA GALV, STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INOICATIA TOP °1123 9� �A BC DL 1 0•0 PSF ORWG O 446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHLORO SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 160 B ISOA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE CONFORM N/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/91) FOR PROPER4 A40Rta* a TOT.L D. 37.0 PSF O/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED.HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ^+j` r ,•e DUR.FAC. 1 .25 IN ONLY. AND SMALL NOT-BE RELIED UERPON IN ANY OTHWAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. CO A r TAI!_ 9 A A- �••.+•— �"�+�+•+ b: (8-4799) l T J1 THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SSCCI, SOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5,0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 11'0"6 in m m 12 m 5 p W2X4(A 1) v� 8'1"2 7'1"8 _2. T 7. Rv-4030 U-250# W-3"8 Rv-70# U-2000 NAILED - 2 2 'LATE-WAVE TPI95 TPI-95 (STD) QTY- 14 PLIES- i TOTAL- 14 REV. 18.2c4 SCG T9 ALE - 534 7320 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARETC LL 20.0 PSF REF )(*IMPORTANT)(*s"ALL NOT BE RESPONSIBLE FOR ANYWARNING IN HAMLIN% ERECTION AND 1 1/ /96 t1 )\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T go, TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0� �wjc ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP c�4Z3,pT/� BC DL 10-0 PSF DRWG 0 AMB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 7 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE •T A T[of CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) RO /1/91) FOR PPER � (ORLO"� TOT LD. 37.0 PSF 0/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'',r .FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "/its.__ j'L -47 LOT J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 12 N 10O MPH WIND. '15.00 FT MEAN HGT, SBCCI, SOT CHORD 2x4 SP t2 N ENCLOSED SLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, WEBS 2x4 SP 02 N WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING A7 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS %T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-991 NAILED 10'2'6 in in IU 12 tV 5 p W2X4(AI) T B•1'2 F-- 2' 5' Rv-3391 U-2301 W-3"8 Rv-441 U-2001 NAILED aQ -ATE-WAVE TPI95 TPI-95 (STO) QTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -0.9207 ALPIIff ENGINEERED PROOUCTs. INC. TRUSSES REQUIRE EXTREME CAPE 1 1 3/98 TC LL 20.0 PSF REF *IMPORT ANT**SHALL NOT V RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND ^ i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE MIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TAM IN CONFORMANCE WITH 05768 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE piF4 ALPINE CONNECTORS ARE MADE OF 206A SALV, STEEL WEE71MG ASTM OUIREMENTS. UNLESS OTHERNISE INDICATED, TOP 423 9� J'� BC OL 10.0 PSF ORWG A416 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL SE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD IBC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 150 6 1SOA-F. DESIGN STANDARDS WITH PiWpENtiY ATTACHED RIGID CEILING--SEE •.AT C'f= CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICUPDATE (7/1/611 fogPROPER s� APR to e�� TOT.LD. 37.F0, PSF 0/A LEN. 5 AL SEAL'ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS of .o�'" DUR.FAC. 1 .250 •25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANT-0Y HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTORS .--rDr. rmi aArc ThKTrrt+rF AOA . 100,MATrIWAI- RFOasA earTrTrnrm Fro w»rn imrTT/W SPACING 24.0" TVGF sn P_C p ) -4 799 LOT J THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY UT roP CHORD 2x4 SP 02 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, 30T CHORD 2X4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2X4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS.WITH A MAXIMUM :N LIEU OF RIGID SHEATHING; REACTION OF 27.62. 'OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. 'HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS J SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4.6 12 Sp 2X4(Ai) _T- Q 8'1"2 3'1'8 r2' 3' Rv-2880 U-220# W-3"8 Rv-170 U-200# NAILED - 522 -AT -WAV TP 95 TPI-95 STO QTY= 8 PLIES- i TOTAL.- 8 REV. 18.2c4 SCALE -!.2405 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES 1EDUIFE EXTREME CARE 1 1 3/98 TC LL 2O.O PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION APODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.O PSF DATE 12/07/98 FAILURE TO BUILO THE TRUSS IN CONFORMANCE WITH OSTS6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING fE if .IALPINE CONNECTORS ARE MAGE OF 20"MY. STEEL MEETING ASTM OUTAEMENTS. DESS OTIEANISE INDICATED. TOP �d23 ABC OL 1O•O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SMALL BE LATEAALLYBRACED NIT"PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYMOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTAGED RIGID CEILING--SEE a T a i!OT * TOT LD 37.0 PSF OIA LEN. 3 CONFORM N/APPLICABLE PROVISIONS OF NOS G TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE C7/1/9I) FOR PROPER '�!•, to tO 6T SEAL ON THIS ORANIN6 APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FtsWISH A COPY OF THIS �r ."o+��`` DUR.FAC. 1 2rJ •'} IN ONLY, AND SMALL NOT-BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. CSS - - - -----------_, - --.--- SPACTNn 7d II" rvnN- cnar (a-A799) LOT I-J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT COP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -165# OCCURRED ON A 30T CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2X4 SP #2 N 100 MPH WINO. 15.00 FT MEAN HGT. SBCCI. ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC DL - 5.0 PSF. WIND BC OL - 5.0 PSF. REACTION OF 334,78. IN LIEU OF RIGID SHEATHING; H RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TW2X4(Al) 12 5 1.1•e 2' 1' Rv-370# U-270# W-3"8 Rv-20&1650.20GAIUMLED SED 5248 LATE -WAVE TPI95 TPI-95 STp QTY- 8 PLIES- i TOTAL= 8 REV. 18.2c4 SCALE =1.84 6 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CANE 1 1/ 3/98 TC LL 20.0 0 PSF REF *IMPORTANT**BNALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION Aro n \ DEVIATION FROM THIS DE5I6N OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN T epi TC DL 7.0 PSF DATE 12/07/98 0 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST55 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING RE fc.,0 Q�._`ALPINE CONNECTORS ARE MADE OF 206A SAM STEEL MEETING ASIR DNIREMENTS. UNLESS OTHERWISE INDICATED. TOP A2�G J� BC DL 10 .0 PSF DRWG 0 A445 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL -0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 i 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE A T A T E of: 3/ ,0 PSF O/A LEN. 1 CONFORM M/APPLICABLE PROVISIONS OF NDS i TPI. AN ENGINEER'S ALPINE JECHNICN.UPDATE P/1/B1) FOR PROPER O��•t0R1oll *7 gip. TOT.LO. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j„ •wP lfr OUR.FAC. 1 •2`.' IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. D_ t�H`(':'l _ .... . ....._. ..�...,,.� ."...- ,",,..,ti,.—N rnuaTnrrrNw SPACING 24.0" TYPE Spec b: -47 T J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SOT CHORD 2x4 SP f2 N WEBS 2x4 SP 03 too MPH LDOCATEDOANYWHERE IT MEAN NTROOF, WIND TC DL - 5.0 PSF, WIND SC DL - 5.0 PSF. _OAD CONTINUOUS LOADS LOAD CONC. LOADS ;ASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54.0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15. 0 B 20.0 20.0 2.8 12.7 0 T 55 5.3 1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING. 1 T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00" OC. 1 T -89.2 -89.2 2.8 2.9 0 B 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -89.2 =89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRRgE%g# NAILED -33 0 55 197 �1'5"7 2'9'15 2'9'15 2'9'8 r 9'10'13 -� W3X4. W3X3 3.54 p m ., W2X4(Af) ri '1"2 W1.5X3 10'2'5 1'5'7 2'9'15 2'9'15 2'9'8 -390 354 88 Rv-3700 0-2000 W-4"15 Rv-3500 U-2000 NAILED SEG = 52440 ATE-WAVE TPI95 TPI-95(STD) GTY- 4 PLIES- i TOTAL- 4 REV. 18.2C4 SCALE =0.5915 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 1 1/ 3/98 TC LL 20.0 PSF REF *IMPORTANT**SHALL NDT-BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7•O PSF DATE 12/07/98 FAILURE TO BUILD TME TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE IFI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTW GUIRENENTS. UNLESS OTHERWISE INDICATED. TOP '�A23 9� � 9C DL 10 •O PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERJOM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CFIOfiO BC LL 0.0 P5F CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE >r re os^ TOT.LO. 37.0 PSF 0/A LEN. 91013 CONFORM W/APPLICABLE PROVISIONS OF MDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPER <on to* �j SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A.COPY OF THIS j� ■o���{ DUR.FAC. 1 •2�J IN ONLY. AND SMALL NOT 8E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTMCTOR. C�-t ^� ��,•„- W--TPT - TR1IRQ IX ATP YMaTTTI rte me._ •nn: ........... ......,.:.---_.___.___-.___ - -4799) lT T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRA rm­ ►0 p x4 SP #1 Dense 100 MPH WIND, 15,00 FT MEAN NGT, SBCCI, iORO 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. RECOMMENDED CAMBER 114' AT MIOSPAN BETWEEN BEARINGS. IEU OF RIGID SHEATHING; CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' 11' 7+ W08 Wl.5X3W X 12 T .. 5 p m m i•3 ca W2X10(BgR) W2%30(85R} NF W1.5X4 W3X7NS2512 W1.5X4 25' 2. 25' 2' 7' 1i' 7' 428# 428# Rv.1903# U-9304 W-3'8 Rv-1903# U-9300 W-3'8 ATE-WAVE TPI95 TPI-95(STD) QTY- 2 PLIES- f TOTAL- 2 REV. 18.2c4 SCALE -0.2669 NE ERGINEEREO PRODUCTS. INC. T TRUSSES REQUIRE EXTREME-COPE TC LL 20.0 PSF REF *IMPORTANT**'"' NOT BE RESPONSIBLE FOR ANY ARN I NG IR HANOum, ERECTION ARD ��/ /�� [ALPINE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY WAGING.SEE HIS-SI BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/OL/98 AILURE TO BUILD THE TRUSS IN COMFOMW CE WITH OSTSB BY TDI. FOR ADDITIONAL SPECIAL PERMANENT OWING RE et sF,r. CONNECTORS ARE MADE OF 2OGA SALT. STEEL WEETIMG AST* QUIREMENTS. UNLESS OTHERWISE INDICAIM TOP °t423A BC DL 10.0 h•u0 nPSF ORWG n EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD S A L BE LATERALLY SPAWG,CED WITH PROPER !7 �C LLPSF JD "wRWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED FLYWM SHEATNIBOTTOM CHORD y J 9 3604-F.DESIGN STANDARDS WIT*PROPEFLY ATTACHED RIGID CEILING—SEE !R A T t*f TDT.LD. 37.0 P�JF CJ/A LEN. 4�'.�1 AN ENGINEER'S ALPINE TECHNICAL UPDATE 011/911 FOR PROPER n toN%O ve? -`^MERE DRYWALL APPLICATION.FURRISH'A COPY OF flus ,l A1,0*' OUR.FAC. 1 .25 *tiN TO THE TRUSS ERECTION CONTRACTOR. nn A n T►,n ........ .:,..,..... .....,.. h i n c Ob: (Q-4199) LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #i Dense :T2 2,4 SP #2 N: 100 MPH WINO. 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN B.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' 7' W4X5(R) 4X T12 -+ 5 L (A1)W2X5(Al) 2X5 i - W3X4 W3X4 W1.5X3 25' �•--2' 25' - -2' ---� Rv-1036# U-540# W-3"B Rv-1036# U-540# W-3'B AG - T2 SE Q = 52410 LATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= i TOTAL= 2 REV. 18.2c4 SCA LtL =0.2669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE S SI 3/98 TC LL 20.0 PSF REF n� IMPORTANT**SMALL NOT BE RESPONSIBLE FOM ANY WARNING IN NIAHOLINB, ERECTION AND ^ '\ DEVIATION FROH THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE 64IS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM QUIREIENTS. UNLESS OTHERWISE INDICATED. TOP A�4223 9 I� BC OL 10.0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0.0 PSF JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T AT E 0-F CONFORM WIAPPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE!ECFNICAL UPDATE (7/1121) FOR PROPERMOR TO V. TOT.LO. 37.0. PSF 0/A LEN. 25 v SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH'A COPY OF THIS ,j'�. .0 H�. DUR.FAC 1 .25 IN.ONLY, AND SHALL NOT BE REL.IED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. OG: —4'799 L D T T3 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP /2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WINO BC OL ■ 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3' 11' W4X5(R) W4X 5 p W1.5X3 W1.5X3 c c W2X6(AS) W2X6(A1) cz) Em W3X7 W5L; '�F X4 25' �--2 25' 2' --I Rv10350 U-540# W-3'B Rv-1036# U!540NT W+3'8 -ATE—WAVE TPI95 TPI-95 STO QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =052669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 9 8 TC LL 20.0 0 PSF REF t *IMPORTANT**SHALL NOT a REsPoniBLE FDR ANY ARNING IN MAwLIMG. EREcTIQN AND pDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY WCING. SEE HIS-S1 BY TPI. SEE THIS DESIGN T TC DL 7.0 .PSF DATE 12 07/98FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �ALPINE CONNECTORS ARE NAGE OF 206A GALV. STEEL MEETING ASTM OUIREIENTS. UNLESS OTHERWISE INDICATED. TOP �42; ! BC DL 10.O PSF DRWG MAG GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER T TAM ANDUNLESSOTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 170. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 8 A Tf 0'f` CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI, AN ENGINEER'S ALPINE jECHNICAL UPDATE n/i/su FOR PROPER .0�0R10': TOT.LD. 37.0 PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY tK THIS cj+ o�� OUR.FAC. 1 +25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Et -TOT . TON..a ATc T—TTT„TF w . 1—i MATlfl l rW'9T-e,xrTTnrATTTAu--w...n..,..,...r..... CP.Ar .TfJr. 7A n• r+..,� FT i n e• o -4 99 LOT T4 THIS DWG. PREPARE BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP f2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP f2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP f3 WIND TC DL - 5.0 PSF. WIND BC OL + 5.0 PSF. IN LIEU OF RIGID SHEATHING, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �-- 12 6' 12'6' W4X4 .T m p 5 W1.5X3 W1.5X3 m No m uH in v_W2X6(AS) W2X6(AS) w3x7 W3X4 25' �2' 25' -2- Ry 1036f U-540# W-3'B Rv-1036# U-5400 W-3'8 AG = T4 SEO = 52419 LATE-WAVE TPI95 TPI-95(STD) QTY= 12 PLIES- 1 TOTAL- 12 REV. 18.204 SCALE -0.2669 ALPINE ENGINEEREG PRODUCTS.PEINC. ' TRUSSES REQUIRE EXTREME CME TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HA1xzm ERECTION AM i/ 3/98DEVIATION FROM THIS DESIGN OR THESE SORCIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TTC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I /ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM GUIRMEENTS. UNLESS OTHERWISE INDICATED. TOP °42919 � BC OL 10•0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF MORD SHALL BE LATERALLY BRACED WITH PROPER _ T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM 0,00 BC LL 0.0 PSF J0M CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE X Y AT EE 07 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. M ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER �Itop ta0,? TOT.LD. 37.6 PSF O/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTED.HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �',f�. a.0�'� OUR.FAC. 1 •25 IN ONLY,ONLY, AND SHALL NOT.BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �7�1��,'t_O F�."p'lY CD A F'T AIC 7 A A• r n mn lob: 99 LOT JI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL ■ 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 11'0"6 in m in 5 12 m v W2X4(A 1) v� 8'1"2 7'1'8 Rv-4031► U-250# W-3"8 Rv-700 U-200# NAILED 2 z 'LATE-WAVE TPI95 TPI-95 (STD) QTY- 14 PLIES- 1 TOTAL- 14 REV. 18.2c4 SCALE =0 7320 *IMPORTANT**SµHPAlHHNENGINEERED NGIN EREDONPPRODUCvS INC. TRUSSES REQUIRE EXTREME`AAE TC LL 20.0 PSF REF t ARNING IN HANDLING. ERECTION AND 11/ 3/98DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI6-91 6Y TPI. SEE THIS DESIGN T eTC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS SY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE f+e4ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. ULESS OTHERWISE INDICATED. TOP 423 � BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHWOWO BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 G 1SOA-F. DESIGN STANDARDS NITN PROPERLY ATTACHED RIGID CEILING--SEE A T A TI OT CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/91) FOR PROPER :,, IORta� TOpT.LD. 37.0 PSF O/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'l "u DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT SE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTORS .__.,.. _ .......�..� ....,....." ....._ .,.... ...,....... .,.,.,,.......r.......,.�.....,......................». SPdI'TNI: �e n• TVT,r cnor Ob: (8-4-79 L T J1 r THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WINO. '15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WINO TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 4T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-99# NAILED 10'2"6 in uT N 12 N 5p W2X4(Ai) B•1"2 2' 5' Rv-339# U-230# W-3'8 Rv-44# U-2000 NAILED -ATE-WAVE TPI95 TPI-95 (STO) QTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -0.9207 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REGUIRE EXTREME CME TC LL 20.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ITtrI_'YQIF- O� ALPINE CONNECTORS ARE MADE OF 206A MY. STEEL MEETING ASTM DIIREMENTS. UNLESS OTHERWISE INOICATEO. TOP ��A23 �j, BC OL 10-0 PSF DRWG O MAB GR B EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM 00RD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACIED RIGID CEILING--SEE S T A T E of; CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. M ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'v��NORTO'�J TO .LD. 37.0 PSF 0/A LEN. 5 SEAL'ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS f* Ally'�" DUR.FAC. 1 -25 IN DAY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. t _ • TPT " TM1 0 ATF TMRTTTfITF MMM" IMI MATTMAI. KQTcm aovrTFTrATTM Fro MrMn nwvrnrTTHW SPICING 24.0" TVP9 SDEC -)b: (8-4799) LOT J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP /2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, 30T CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 27.62. rOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. "HIS TRUSS IS DESIGNED CONTRACTORS IMUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O BEAR SUPPORT ADDITIONAL LOADS kT SPECIFIC LOCATIONS. PARTICULAR. CARE IS ADVISED DURING :NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28/ NAILED 9'4"6 5 v 2X4(A1) T 'v 8'1'2 3'1'8 2' 3' Rv-2880 U-2200 W-3"B Rv-17# U-200! NAILED a -ATE- WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES- 1 TOTAL- 8 REV. 18.2c4 SCALE :1. 405 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 1 1 3/98 TC LL 20.0 PSF REF t *IMPORTANT**SHALLNOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AwDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 SY TPI. SEE THIS DESIGN j ApTC OL 7.O PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REA ' UALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREIENTS. UNLESS OTHERWISE INDICATED. TOP 4z19 JBC DL 1O.O PSF DRWG AMG GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C10RH0 BC LL O •O PSF JDM CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE 2 TAT E 01 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' TOT.LD. 37.0 PSF 0/A LEN. 3 SEAL ON THIS ORAWLG APPLIES TO THE CONPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cre* s .Au�"�r�" DUR.FAC. 1 •25 IN ONLY. AND SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRUCTOR. /.Rs.. Cwt. - - - - - - - -- - -- - "��CCUU gpnr.TNr, PA n" T„n� cnar 3b:-(8-4799) LOT J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -165# OCCURRED ON A 30T CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIREO. WEBS 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. REACTION OF 334.78. IN LIEU OF RIGID SHEATHING: k RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TW2X4(Al) XT 8.6"6 "T orn 12 1.1'8 2- T 1• Rv-370# U-270# W-3"8 Rv-2U#-I65A-2001AIUfULED AG = T8 SEG = 52436 LATE-WAVE TPI95 TPI-95 (STD) QTY- 8 PLIES= 1 TOTAL- 8 REV. 18.2c4 SCALE =1.8460. ALPINE ENGINEERED PROMXTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF t *IMPORTANT)()(SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AHA 11/ 3/98DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07 98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE FuNLALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UESS OTHERWISE INDICATED. TOP AA 42318 ! 8C OL 10.0 PSF DRWG A446M6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATER"Y BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•O PSF JDM CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE a T ATE°�= TOT.LQ. 37.0 PSF 0/A LEN. 1 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE JEGNICAL UPDATE (7/1/87) FOR PROPER 'A.'.� 4Op10 PL "ate SEAL ON THIS DRAWING APPLIES TO TUE COMPONENT DEPICTED HERE DRYWALL APPLICATION.FURNISH A COPY OF THIS ,r W°.� 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ^,�S DUR.FAC. . . ...,,.,..., ­TPU"°c—TV-4—M VM W 1 r T°MeTTMN SPACING 24.0" TYPE Spec 0t): (8-4799) LOT J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 162 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHO2x4 SP #2 WEBS 2x4 SP 163 N 100 MPH WINO. 15.00 F7 MEAN NGT, SBCCI, OPEN BLDG. LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. _OAO CONTINUOUS LOADS LOAD CONC. LOADS ;ASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54,0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15. 0 8 20.0 20.0 2.8 12.7 0 T 55 5.3 1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING; I T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. I T -89.2 -89.2 2.8 2.9 0 8 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. I T -B9,2 =89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRRVEMf NAILED -33JO 55 197 1'5'7 2'9'15 2'9"15 2'9"8 ,O•C W3X4. W3X3 `^ 3.54 p `^ m m ., W2X4(AS) QTri '1'2 1M2 1 W1.5X3 10'2"5 E►-- -2'9"15 9'1 0*13 1'5'7 2'9"15 2'9'15 2'9'8 -3916 35 88 Rv-37016 U-20016 W-4"15 Rv-350+1 U-2000 NAILED AT5 EQ a TE-WAVE TPI95 TPI-95 STO QTY- 4 PLIES- i TOTAL- 4 REV. 18.2c4 SCAL =0.5915 T ALPINE ENGINEERED PRODUCTS, INC. r TRUSSES REOUIRE EXTREME CARE TC LL 20.0 PSF REF *IMPORT AN 1**SHALL NOT-BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO 11 3/98 R\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN T( TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �r O lFk4 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ���2919• JA BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONVECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY A71ACHED RIGID CEILING--SEE A T•T[o CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE O/1/90 FOR PROPER t <oRto*,? TOT.LQ. 37.0 PSF 0/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A.COPY ff THIS f .Wo*��" `' . DUR.FAC. 1 .25 IN ONLY, AND SHALLINOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE.TRUSS ERECTION CONTRACTOR. 1--TPT • Tp KR PI.ATT TY TTT rcr we... .nnt ...r......, ..............-------------_-- SITE PLAN so 1Y� 4rp'"' 1 y i� CG'Li! ity BuilOf cif ;, ire �i � 1f � 3 ng ankl Zoningh j M 5 o ��N x o t ao 3` MAP SHOVING BOUNDARY SURVEY DF., THE SOUTH 32.00 FEET OF LOT 8, TOGETHER WITH THE NORTH 18.00 FEET OF LOT 9, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 20' ,a L L E y 1 This Parbon OF Lof B No!llvlm ►d In 7hre Survey .Q y + I w op `�• N.89%00"E. loa oo' 1 0 LOT 7 W LOT 6 LOT B 8 �`` 1 LOT 7 8 LOT 9 s h LOT 6 nt W S.896 z'w okv /00.04• 1 Al I I0 This&r'fion iv Lot 9 Abf In luded/nTJjra.Slirvejr v LOT 6) LOT 5�,_._ /00.do LOT 9 Q LOT 6 \. LOT/0 Q LOT 5 V TES INO � IBEAR/NGS ARE BASED ON THE WEST RIGHT-AF WAY LINE O AF XRDAN STREET AS BEING.%00-15'00-E lsYPtAJ' J IAIS BC/LU"RESrRIC77raV LIME'BY PLAT,BUT THERE MAY BE RESTRIC770V LAOS OR EASEWN7'S THAT AFFECT mn PROPERTY BY ZONING OR RECORDED IN THE PGBUC 60' RECORDS OF 7M C014N7Y THAT ARE N07SMDWN OV 77GS SURVEY. 7W PROPERTY LIES IN FLOOD ZOME -X"8 Y FLOOD mAps I REVISED 4//7/89, CONMUNITYPAAEL NO./20075 000/D. City of Atlantic 5 mm. RETURN PHONE LOCI:2"90 67959 Page: 1 793 Filed 8 Recorded This instrument was prepared b 03/27/00 02:58:32 PM / WAY W COOK P.O. Box 09 9 OUNMERK TY COURT T Jacksonville Beach,Florida 32240 TRUST FUND f 1.00 RECORDING $ 5.00 h NOTICE OF COMMENCEMENT a+ +0 STATE OF FLORIDA Permit No.: N COUNTY OF DUVAL Tax Folio No.: LM The undersigned hereby gives notice that improvements will be made to certain real property,and 0 in accordance with section 713, Florida Statutes, the following information is provided in this Notice of p Commencement. 04 1. Desch tion of property:(legal description of property and street address if available) i � �/' t� 2. General description of improveme ts: To build a single family residence 3. Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches, Inc. P.O. Box 50939,Jacksonville Beach,FL 32240 b. Owner's interest in the site of the improvements: 100% d.Address of fee simple title holder(if other than owner) :N/A 4. tvotf G� r: a. Name and Address: b. Phone Number: C. Fax Number:(optional, if service by fax is acceptable) 5. Surety on any payment bond: NONE 5. Name of any lender making a loan for the construction of the improvements: N/A 7. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1) (a)7,Florida Statutes: C h3-iI� Z%t'C �6 it Ot 1L ,P.O.Box 50939, Jacksonville Beach, FL 32240 Phone: (904)241-1222 Facsimile: (904)241-4310 8. In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b),Florida Statute(Name,Bank and Address): N/A 9. Expiration date of notice of commencement: 1 year from the date of recording. The foregoing instrumentwas acknowledgedbefore HABITAT FOR HUMANITY OF THE me this %0 day of Mµ44,200 U by G2AlG- JACKSO�LL BE , I T ESC. /3 1C/f-R�2T,who [ is Personallv known to me or f/ �/ / CITY OF ATLANTIC BEACH, FLORIDA �l l Approved by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:1 2- 19 CC IMPORTANT NOTICE: f IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MAST /RICrI`AN SIGNATURE JOURNEYMAN ` � ��/�� RFD BOXNAME15Q`"�V �44A BLDG.SIZE ✓ BETWEEN: t,57,0 '�oo� lit e RES. APT.( I comm.( 1 PUBLIC( ) INDUS.( I NEW P OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( 1 SIGNS ( 1 —SCL FT. SERVICE: NEW aQ INCREASE 1 1 REPAIR( 1 FEE CONDUCTOR SIZE `Z to AMPS/,SZ COPPER f ALUM. SWITCH OR BREAKER AMPS I PH I W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. X1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT OVER PHS MOTORS H.P. VOLTAGE PHS NO. I N•P• VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I.I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH I FLASHER EACH SIGN FORWARDED S TOTAL FEES CITY OF ATLANT.,IC BEACH PERMIT CALCULATION SHEET Address /� �C� �1 � ►��a � �f Z'ate Heated Square Footage L _mer s= 7_ = S�_ g Garage/ Shed © @ $ Per s f_ = S Carport/Pore rj —!a Per sa LAC s (a J Cer s _ r t1 Q L V Ce _U S TOTAL VALUAT.C-IN ?� 45 ,4E y T�- l� Van 1st S r,C, V y s SAO -o o S y� o Rema-Inines Value s-T7 ner t:.ousan, or 6ortion =nereoi TOTAL BUILDING FEE S 72 z Filing Fee Fireplaces @ $15 . 00 S BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPzCT FEE S •QE) WATER METER/TAP S ; G77 CAP I TA-L IMPROVEMENT SEWER TA= S /04 (c) RADON ( HRS ) . CC5 , S 7 S$CT I ON .H PAVING "rYTDRAUL_T'C SHARES J ^C CROSS CONNECT ION S 0 X06.6 SURCHARGE. . 0050: -- O T HER S_ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Eiectric/New Electric/Temp : Swimmina?ocl Septic Tank ; Well Sign Finish Ficar E?evation Su•r Vey Other CALCULATIONS and/or VOTES : s;q PROPERTY DESCRIPTION ! ` Lot # , Bloc _Sect # • on Subdivision: APR Street Name Q DESCRIPTION OF WORKCity Of Atlantic Beactl or Address: t- � Building andZ nin (I_ n a FLOOD HAZARD Flood Zone: a ea complete page 3) Brief Description Class of Work: (New/ Ll Remodel/Addition: ZONING INFORMATION Type of Construction: s Zoning Proposed ���� District: -� Use: Estimated Value $ Exceptions or Variances Materials Granted: Solid or Filled Ground: R of: Method of Heating: OWNER INFORMATION Property Owner: 44ae� 4d_ R/r Phone; Mailing Address Zip: ;?-2 CONTRACTOR INFORMATION Contractor: Phone: C� N` l Z- �- mailing Address: Zip: Expiration STATE LICENSE NO: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature ' L DATE Contractor.Signature DATE SWORN-TO AND SUBSCRIBED BEFORE ME BY (i 12A l C.,' RV12X I j4k_7"" THIS Z O DAY OF llVtXL, .. OTARY PU LIC HAYWOOD 1r�{, is.^^.LL_ FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: Flood Zone: X 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 3 0 Applicant's Signature �' �� Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7) copies and received by 5 PM on Friday ten(10) days prior to the scheduled meeting in order to be placed on thea ends * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. ADD OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? )C Es ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: gRESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOP,REMOVAL: INTERIOR OR SPECIES DIAMETER* EXTERIOR ZONE** *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. B UILDING,PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor:,� ,pcS tact Building Permit Number: icNq �& Address: w.0 sodr,�� S �` Legal Description: t� t I�ovIments to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire �� 1A- Public Works Planning Building MAP SHD VING BDUNDA R Y SURVEY OF: THE SOUTH 32.00 FEET OF LOT 8, TOGETHER WITH THE NORTH 18.00 FEET OF LOT 9, BLOCK 1, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 201 A L L E Y ioe—ee� ^N 11 d/n Suave �A-. �. This Parfion Of�f B No!/x lt�ob viii y N �. h N.89°3 00"E. /00.00' o °o � go 0 W i LOT 7 LOT 8 $ �` LOT 7 LOT 6 LOT 9 h LOT 6 N W 9.690 z'oo ox /00.00, N I Fhii&rimn Of Lot 9 Not/nc/udedl,7hd 5},rvey I Q C, Zv o LOT 61 0 LOT 5 LOT .9 Q LOT 6 LOT/0 Q LOT 5 � I NOTEs O � V IBFARims ARE BASED ON THEWEST R/GHT-cF WAYL/ME IN? L OF JORDAN STREET AS BE/NG,1009B 00'E sy p-,. ►r I A,o BU'LDIL NG RESrRIC77av L/ME BY PLAT,our THERE MAY Il BE RESTRlcmv LAcS AR EASEMENTS TNAT AFFECT 7W ffWPERTYBYZON/NG ORRECORDED/N THEPUSUC &iry Of Atlantl BeaCh RECORQ4 OF 7mls COLnvTY THAT ARE AVT SMWN ON Building and Zoning 7MS SURVEY. TNS PROPERTY LIES kV FLOOD ZONE'X"BY FLOOD MAPS , REVISED 4//7/89, COb/MGW/TY PAAAEL Na/20075 000/A DAL�GAGt-/1 GYf� T[JG'�f•�IL��IT AG. y: w. 111 k BEACHES HABITAT HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 j1tjeQftwQ1e EIVL RHREsIMM4� J ��� 1 1 2000�( HVAC LOADS y Of Atlantic Beach LsUildin, and .honing Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 8-9-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach, FL 32266-1798 8-9-99 Page 2 Project Summary Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 1 OD Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,326 2,898 16,869 19,767 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,326 2,898 16,869 19,767 Check Figures Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 System Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach, FL 32266-1798 8-9-99 Page 5 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 176 5,505 72 0-0 0 3,594 884 164 1.00 164 164 Bedroom /Bath 2 Bath 2 100 2,250 29 0-0 0 2,101 212 96 1.00 96 96 3 Bedroom 137 2,195 29 0-0 0 2,054 407 93 1.00 93 93 3 4 Living 233 6,519 85 0-0 0 3,328 647 151 1.17 177 151 Room 5 Dinette 105 3,054 40 0-0 0 1,209 235 55 1.30 72 55 6 Kitchen 98 1,284 17 0-0 0 2,350 106 107 1.25 134 107 7 Bedroom 217 2,519 33 0-0 0 2,233 407 102 1.25 127 102 2 System 1 1066 23,326 303 16,869 2,898 767 861 767 Totals Main Trunk Size: 12x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,898 19,767 Recommended: 1.826 77%/23% 16,869 5,039 21,908 System#1 Equipment Data Heating System Cooling System Thursday,April 06,2000 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beaches Habitat Builder: Beaches Habitat Address: l(.,00Q Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 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? No 6. Conditioned floor area(ft2) 1066 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft= _ 13. Heating systems b. Clear-double pane 130.0 ft2 a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floortypes a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft c. N/A _ b.N/A - c.NIA 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,980.0 ft2 - EF:0.92 _ b.N/A b.N/A _ c. NIA - 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, 1066.0 ft2 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 16762.00 PASS Total base points: 17597.00 1 hereby certify that the plans and specifications covered Review of the plans and zt sT by this calculation are in compliance with the Florida specifications covered by this tion` = aT�o Energy Code. calculation indicates compliance PREPARED BY: Ocean State HVAC with the Florida Energy Code. Before construction is completed - a DATE: this building will be inspected for I hereby certify that this bui in des' n d, is in compliance with Section 553.908 �•c �5� compliance with the Floridy Co e. Florida Statutes. n OWNER/AGENT: BUILDING OFFICIAL: v, Ile - DATE: 4111 DATE: 610 EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: b000 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 1066.0 33.05 6342.5 Double,Clear N 1.5 4.0 6.0 19.22 0.88 101.4 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double, Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double,Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0 DOOR TYPES Area X BSPM = Points Type. Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 146.0(p) -37.0 -5402.0 Slab-On-Grade Edge Insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: 4402.0 As-Built Total: -6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 11113.8 1.00 1.089 0.341 1.000 4130.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeg/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1(0C66 -30C&a PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1066.0 9.76 1873.7 Double,Clear N 1.5 4.0 6.0 14.30 1.01 86.3 Double, Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double,Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double,Clear S 6.0 6.0 20.0 4.03 2.73 220.2 Double,Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total: 980.0 3626.0 As-Built Total: 980.0 3626.0 DOOR TYPES Area X BWPM = Points Type. Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1066.0 1.20 1279.2 Under Attic 30.0 1066.0 1.20 1279.2 Base Total: 1066.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 EnergyGaugee DCA Form 600A-97 EnergyGaugeS/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 EnergyGaugeT" DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: I k,.SO -75ocAca.n Ss . 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 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5131.5 4227.5 8238.0 17597.0 4130.3 4751.9 7879.8 16762.0 PASS O� ST9?6 _h Y ,r c c0D �5 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: �(��� �OC'�Od1 t'eP� 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 regts 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 exceeded by 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 Separate 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. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.0 The higher the score,the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 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? No 6. Conditioned floor area(ft') 1066 ft' c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 130.0 ft' _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft' b.N/A 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0, 146.0(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=11.0,980.0 ft' _ EF:0.92 _ b.N/A _ 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, 1066.0 ft' _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 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) o4z"E SrA in this home before final inspection.Otherwise,a new EPL Display Card will be completed . based on installed Code compliant features. y~"�� o�p Builder Signature: Date: c� y v� Address of New Home: City/FL Zip: scop wE *NOTE. The home's estimated energy performance score is only available through the FLAJRES computer program. TM This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EFS incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 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:FLRCNA-200)