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606 Paradise Ct. (vault) 1 .TOP ADDRE s c-; SL C+ TYPE WORK -� PROPERTY OWNER_6, La-i-sn 1.,n _TELEPHONE CONTRACToRT�rrm._o l C U 0 o ( TEL KM PERMTTNUMBER f�l l.l_1 , j a ��;5_�DATE «fb I INSPECTIONS. FOOTING SLAB TIE.BEAM LINTEL . NAILING�FA TA'ING FRAAIVVC71COVER UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY EI.EC.TRICAL PERMIT# 2 4i4 P. INSPECWONS ROUGH' rA FINAL Flo d MECEANICAL PERMTI# INSPECTIONS ROUGE FINAL PLUMMVC PExirn V :2 8-3-q INSPECIZONS ROUG TIUNDER SE" TOPOUT WATF.RISEWER RIVAL NOTES• 4 � ,IOB ADDRFS4 &06adC:AL1. TYPE WOR% PROPFSTY OWNER 'r.F WONE a � -&-7 V7 CONTRACTOR �`�n T'F7.R ONE Q q�. 37 PERMIT NEER .S DATE /� } INSPECTIONS: FOOTJIV'G 16.3, SLAB :V-/ 3 z-' �- M BEAM .LEYM ff" NA. G RAAMrGICOM UP INSMITON FINAL BUJLDLVG CERTIFICATE OF OC CY 5 S ELECTRICAL PEAl c,3 Tp A3 (c '-3 C 3/';If/�cza INSPECTIONS ROUGH FIM4L s ► E52- Lf 1-2-S zLf1zS MEcZAxICAL PERMITS cz� r 7 5.1 glia INSPECTIONS ROUGE .o a FINAL Gi PLvAfiIIVG PERAR" EYSPECTIONS ROUGUVNDER SLAB roPouT WATERaEWF.R FnVAL NOTES. CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was�in— compliance with the various ordinances of the City regulating building construction or use. For the following: i Address: 606 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME i E Use Classification: SINGLE FAMILY Permit Number: 23257 Date: 5/13/2002 I C_ f DON C. FORD, C.B. Post in a conspicuous space _ 1 CITY OF ATLANTIC BEACH _ l CERTIFICATE OF OCCUPANCY I This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 606 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23257 Date: 5/13/2002 DON C. FORD, C.B.O. l Post in a conspicuous space j , t3_ CITY OF ATLANTIC BEACH -� � 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 > ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028232 Date 5/07/04 Property Address . . . . . . 606 PARADISE CT Tenant nbr, name . . . . . . INSTALL 3/4 IRRG METER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ THOMPSON, PAULA OWNER 606 PARADISE CT ATLANTIC BEACH FL 32233 (904) 246-5115 --------- ------------------------------------- --------------- --------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/07/04 Valuation . . . . 0 Expiration Date . . 11/03/04 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND CONNECT TO THE PRIVATE PROPERTY. ----------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --------- - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I� - t�-C BUILDING OFFICIAL CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atiantic-beach.fl.us Date: IVm Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: %-)-) 159 Sewer Tap—Labor and materials to tap into sewer main $ Water Tap—Labor and materials to tap into water main $ 525.00 560.00 Water Meter—Cost of Meter $ Cross Connection Inspection—Inspection by Public Works to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees—Funds future expansion of the sewer plant $ Water Impact Fee-Funds future expansion of the water plants $ Capital Improvement_Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS $ 885.00 1145.00 If you have any questions concerning these charges,please call the building department at 247-5826. Sincerely, DQ: Ford Building Official You must supply your own backflow preventer. Cc: CITY OF ATLANTIC BEACH D. Ford rj fJY BUILDING / ZONING DEPARTMENT "' 'n; 800 Seminole Road �--- � J ] yr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS ' t . Permit Application # Property Address: 6 O6 AR'Wgs CCOWT Applicant: NLL Project: 9?,MNOG� GISIW To P tgy ,"J G�?MM NIOG of This permit application has been: wRER' El Approved Reviewed and the following items need attention: no Please re-submit you lication when these items have been completed. Reviewed By: Date: CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS J w 800 Seminole Road 904-247-5800 Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date 9/24/04 PERMIT# ISSUED BY THE CITY Job Address 90.6 Pararlise r'T Permitee: Paula Thompson Telephone# 246-5115 Permittee Address same Requesting Permission to Construct: drainage system to pre3rinnt sAriniispnnl=ng of water that weeps into house;will connect gutters to system;end point i i log eneased -e gement (peE M R4:ek Gar-per-' . Location: (Reference to Cross-Street) just west of Main ST Atlantic Beach 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 ( � No ( ) Date: Bell Bell South Telephone Company Yes ( 4 No ( ) Date: 9724704 2n Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes( )j No ( ) Date: 9/24/04 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 ;or-emrFoci-er (Contractor's Project Superintendent) located atTelephone#: 341_91q2 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 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 twenty-four (24) hours prior to starting work and again immediately upon completion. *Too insRtall cement collar on drainage outlet. OWNE Signed� � at Before me this day in the Co ty of Duval, Wit""PYi Patricia G.Walls State Of Florida,has personally appeared MYCOMMISSION# DD154049 EXPIRES Notary Public at Large,State of Florida,Count val. 4' September 29,2006 M BONDED THRU TROY FAIN INSURANCE INC ersonally Known: or Pro-duce Ilcation: i 3 r i' observed by Mr. Caprer 9/17/04 606 Paradise CT Atlantic Beach fL 32233 9/24/04 246-5115 TO: JEA Bell South Comcast RE: Drainage System at 606 Paradise CT I am notifying yqu that there is a new, underground drainage system at 606 Paradise CT in Atlantic Beach (see enclosed sketch) . I have also enclosed a property survey. If you have questions, please contact me at 246-5115. Thank you. Paula Thompson encl sketch of drainage property survey ® MAS' SHOWING BOUNDARY SURVEY OF LOT 20 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS Ti IE SAME AS SHOWN ON' THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: PAULA J. THOMPSON EDUCATIONAL COMMUNITY CREDIT UNION OLD REPUBLIC NATIONAL TITLE INS . CO. DEBORAH W. TAYLOR, ATTORNEY-AT-LAW, P.A. PARADISE COURT (60' RIGHT OF WAY) S89'21 '0'1 "E PC 28.97' 50. 01 ' -� 87.27 PC Ll 7.5' JEA EASEMENT - - - - - - - - - - - - T �"-.. OOtTLRE JPi.WANC -r - - - - - -- ----_ _ - j _ - - _�- - -3' N PICKET FENCE 10'..10' JEA EASEMENT f 10' PRIVATE LANDSCAPE WjTRANSFORMER & SIDEWALK EASEMENT ON CONCRETE PAD ti I I L 0 T , 2 0 Ca 16.2 -T---- I e J , F E rt' ROOFED COIJCRFTE' T `V CV "'" 6 ,' 1 STORY �j VINYL SIDING DWELLING x/606 W 18" EAVES9' s.o I ^ ° FIN FL EL (13.04) } 0 0 N I- 1� O N Ud [Jd rr ll 9.0' r .� l I IJ Z O 1 I id w V o 0 _J 0 J 0 o r 6.9' 20..2' rJ n N ( ( li 1 rW J OW a OU U ZW Z 6' IANYL FENCE— 7.5' ON LINE 4.3 L6T1 004x, S 8 9*,3 6'1 4-"W 6' VINYL FENCE 2-19-2002 ALONG PROPERTY 50. 00 LINE KESTNER ROAD (50' RIGHT OF WAY) 1�,�p� J �� . �a�� .� �� a\\� ��r�� a� A � w�� ..�� y �� -�� a _ � P ��. Vis' •�\ \p � � � � Q. �� March 12 , 2004 City of Atlantic Beach Atlantic Beach FL 32233 Dear City: I stopped in the other day and the clerk at the counter said I should put my question in writing. Since moving in ( 606 Paradise CT) , I have had a serious problem with drainage. In some recent rains, I have seen the problem again. The house was built by BestCon. Bestcon was told to correct the problem by the City (fall 2002 ) , but nothing happened in the area of our house. (I also had this.,. issue on my punch list at closing. ) Sometimes I just get to the point where I have to do vemething, even though it is someone else' s job. I have had two drainage companies out. Both say we need to put in drianage boxes. (There is one in the back, per Bestcon, but the companies say it doesn'.t work correctly. ) They also say I should tie in my gutters to the boxes. Both companies say I don' t need a permit for this, but I am not sure. The clerk thinks I might, so I wrote it up. Please contact me, if I need a permit. I think I will talk to another company or two, before deciding. I hope to be able to get the work done this summer. Thank you so much, espec f ly, Paula Thompson 246-5115 Ps . I will be away next week, but back at the end of the week. NOTICE TO: Water Department FROM: Building Department DATE: 5- « t - ;� --------------------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Addr ss ERU Number ... _ - r .. . _ -------------------- ----------------- -- ------------ --------------------------------------- ------------ --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sincerely, yw.,. Pat Harris Building Department CITY OF ATLANTIC BEACH k ,J 800 SEMINOLE ROAD =j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029106 Date 10/15/04 Property Address . . . . . . 606 PARADISE CT Tenant nbr, name . . . . . . DRNG SYS TO PREV POOLING Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ---- --- ----------------- -------- ------- -------- THOMPSON, PAULA ALL FLORIDA DRAINAGE 606 PARADISE COURT ATLANTIC BEACH FL 32233 (904) 246-5115 --------- -- ------- --- --------------------- ---------------------------------- Permit UTILITIES PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- -- -------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI FI L CITY OF ATLANTIC BEACH t CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF V0(YiANl7',EAS£MENTS 800 Seminole Road 904-247-5800 Atlantic Beach, Florida 32233-5445 , Fax 904-247-5845 Date_ 9/24/04 PERMIT# ISSUED BY THE CITY Job Address 606 paras; GP rm Permitee: Paula Thompson Telephone# 246-5115 Permittee Address same Requesting Permission to Construct: rlra;nagA ,tam nra�Zent c9=r11111S pncI i "g ^f water that weeps into house;will connect gutters to system;end point Will fan-eA-G-a-e -}R Gement-(per Mr. Ret= Earper-) . Location: (Reference to Cross-Street) just west of Main ST Atlantic Beach 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 ( No ( ) Date: 424 4.04 Bell South Telephone Company Yes ( No ( ) Date:9 7 2 4/ Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( )9 No ( ) Date: 9/24/04 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 jremy Fester (Contractor's Project Superintendent) located at Telephone#: -14-1-A-i A 2 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 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 twenty-four (24) hours prior to starting work and again immediately upon completion. *To install cement collar on drainage outlet. OW(�R A Signed ate \''� N Before me this day in the Co ty of Duval, �R "0.; Patricia G.Walls State Of Florida,has personally appeared : MY COMMISSION# DD154049 EXPIRES Notary Public at Large,State of Florida,Count uval. ?' September 19,2006 o ,. BONDED THRU TROY FAIN INSURANCE INC M c�ission expires: erste ovally Known: or Pro uce n I(cation: .- - _.--- ------__ ii �I I, i� �I ;j i i __ observed by Mr. Caprer 9/17/04 _ 606 Paradise CT Atlantic Beach fL 32233 9/24/04 246-5115 TO: JEA Bell South Comcast RE: Drainage System at 606 Paradise CT I am notifying y¢u that there is a new, underground drainage system at 606 Paradise CT in Atlantic Beach ( see enclosed sketch) . I have also enclosed a property survey. If you have questions, please contact me at 246-5115. Thank you. Paula Thompson encl sketch of drainage property survey AIAP SHOWING BOUNDARY S URVE YI OF LOT 20 AS SHOWN ON .MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: PAULA J. THOMPSON EDUCATIONAL COMMUNITY CREDIT UNION OLD REPUBLIC NATIONAL TITLE INS . CO. DEBORAH W. TAYLOR, ATTORNEY-AT-LAW, P.A. PARADISE COURT (60' RICHT OF WAY) S89"21 i01 f'E PC 28.97' 50.01 ' 87.27' PC jr- 6. JEA EASEMENT - -- - - -- - - - - - - - - - - - - _' �ordi:REJ, wtiLk - - -''�% - - - - - - - - - - �-x'"T --CE PICKET FEN10'X10' JEA EASE1dENT �10' PRIVATE LANDSCAPE h SIDEWALK EASEMENT W/TRANSFORMER IION CONCP•ETE PADZ O T 2 0 `- • `� .ROOFED. COIJCRFTE' N N ;'PAIIO'• 19,0'~ 7.9' �r 1 STORY '° f �.11I VINYL SIDING W, DWELLING x/606 �., 18" EAVES - s.o' 7.9' i, r O ° FIN FL EL (13.04) ,• I O Q 1 m w I- Zp J Q to? � �� fir . ��. �� r�. �\ ��r� �� u w� \ � � ��. � � . :,� � � :� ;: ,:; �, � 1�� P�� - �. : , .�� . � � � ;� �� Q � . jl �� ;, �' �� .�f �� i � �I i'. ��' � ` J i� � V .� 4r� `� -.�• �1 �`'�-� . � ,�� Q �' -� ,, �, �� .,;, �.�, �, �'1`, ;, ,�� ,, �,� ,, "'�,A .,1�,` '��,'� =� ';, ��, ,} �� ;, y,�� '�� `,71 i` ��.� �, ;�,1 ,', ,s `'� 1 ,,�i '�}� a't ,` �,Al �\ ,�a� �1 ',� ;,�, ,� ��1 �\ �t\ ',� 1'� March 12 , 2004 City of Atlantic Beach Atlantic Beach FL 32233 Dear City: I stopped in the other day and the clerk at the counter said I should put my question in writing. Since moving in ( 606 Paradise CT) , I have had a serious problem with drainage. In some recent rains, I have seen the problem again. The house was built by BestCon. Bestcon was told to correct the problem by the City ( fall 2002) , but nothing happened in the area of our house. (I also had this,-7L issue on my punch list at closing. ) Sometimes I just get to the point where I have to do something, even though it is someone else' s job. I have had two drainage companies out. Both say we need to put in drianage boxes . (There is one in the back, per Bestcon, but the companies say it doesn't work correctly. ) They also say I should tie in my gutters to the boxes. Both companies say I don' t need a permit for this, but I am not sure. The clerk thinks I might, so I wrote it up. Please contact me, if I need a permit. I think I will talk to another company or two, before deciding. I hope to be able to get the work done this summer. Thank you so much, espec f ly, Paula Thompson 246-5115 Ps . I will be away next week, but back at the end of the week. DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE �.;. ATLANTIC BEACH,FLORIDA 32233-4318 ,st TELEPHONE:(904)247-5834 7 FAX: (904)247-5843 -� SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLANT REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 01 . 291 6 Applicant: ALL F to� O Address: 6 O 6 'P�RW C-E MOLT Project: 5iRlnUS P00 qm1 DF WET �R. Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the.Public Utilities.Department and the following items need attention: Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by onna Kai , Public Utilities Director Date `'- Signature s� Contractor Notified Date 0 y �J1 DEPARTMENT OF PUBLIC WORKS Jia 1200 SANDPIPER LANE J ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 a _r SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 04 - 29)06 Applicant: ALL f L`oR\�� N R M N I,G�1 Address: 606 PPRNKSE CaUF-Y Project: DWNIAGf- 51GT'�MI TO f'� YENT WN OF WAIiR Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Q Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Reviewed b 1 arper, P.E., Public Works Director Date Signature Contractor Notified Date FORM 60OA-97 FLORIDAE G EFFICIENCY FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 9201 ��`{C.P Builder: BESTC®N Address: ` Lot: Sub- lat: Permitting Office: City, State: Permit Number: Owner: �" i�j 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:30.0 kBtulhr _ 3. Number of units,if multi-family I - SEER:10.00 _ 4. Number of Bedrooms 3 _ b.NIA _ 5. Is this a worst case? Yes 6. Conditioned floor area(ftp) 1201 ft2 c. N/A , 7. Glass area&type _ a. Clear-single pane OA ft- 13. Heating systems b. Clear-double pane 175.5 112 - a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ftp _ HSPF:7.00 d. Tint/other SC/SHGC-double pane 0.0 ftp b.N/A , 8. Floor types - _ a. Slab-0n-Grade Edge Insulation R=0.0, 152.0(p)It _ 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=11.0,907.0 ftp _ EF:0,86 _ b. Frame,Wood,Adjacent R=11.0, 138.0 ftp _ 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, 1220.0 ftp _ 15. HVAC credits , b.Under Attic R=19.0,88.0 W _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,100.0 ft - MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 18423.00 PASS Total base points: 18603.00 1 hereby certify that the pians and specifications covered Review of the plans and DUES by this calculation are in mpliance with the Florida specifications covered by this �o� Energy Code. ''~; G� calculation indicates compliance �,`�� PREPARED B L ERT MILLER with the Florida Energy Code. " Before construction is completed a° DATE: -/ --�f this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 r� compliance with the Florid ergy Co Florida Statutes. °o We OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnemvGauae®(Version: FLR3PA 203) FORM 60OA-97 SUMMERLATION Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1201.0 33.05 7145.8 Double,Clear W 1.5 9.4 34.0 36.99 0.97 1225.0 Double,Clear W 1.5 5.0 9.0 36.99 0.88 291.4 Double,Clear N 1.5 3.5 9.0 19.22 0.86 148.6 Double,Clear E 9.0 5.5 30.0 40.22 0.42 502.5 Double,Clear E 10.5 7.0 7.5 40.22 0.43 130.6 Double,Clear E 1.5 10.0 48.0 40.22 0.98 1888.8 Double,Clear S 1.5 4.5 8.0 34.50 0.78 214.2 Double,Clear S 1.5 14.0 15.0 34.50 0.99 512.4 Double,Clear S 1.5 11.0 15.0 34.50 0.97 503.6 As-Built Total: 175.5 5417.1 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adejeent 138.0 0.7 96.6 Frame,Wood,Exterior 11.0 907.0 1.70 1541.9 Exterior 907.0 1.70 1541.9 Frame,Wood,Adjacent 11.0 138.0 0.70 96.6 Base Total: 1045.0 1638.5 As-Built Total: 1045.0 1638.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.7 2.40 42.5 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.7 1.60 28.3 Base Total: 37.7 164.5 As-Built Total: 37.7 110.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1201.0 0.60 720.6 Under Attic 30.0 1220.0 0.60 732.0 Under Attic 19.0 88.0 1.10 96.8 Base Total: 1201.0 720.6 As-Built Total: 1308.0 828.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 Slab-On-Grade Edge Insulation 0.0 152.0(p) -41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -8624.0 As-Built Total: -62624 INFILTRATION Area X BSPM = Points Area X SPM = Points 1201.0 10.21 12262.2 1201.0 10.21 12262.2 EnemvGauae®DCA Form 600A--97 EneravGauoe&/ResFREE'97 FLR3PA 203 FORM 60OA-97 SUMMER CALCULATIONS °MONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16307.5 Summer As-Built Points: 13994.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13994.6 1.000 1.047 0.341 1.000 5000.8 16307.5 0.3573 5826.7 13994.6 1.00 1.047 0.341 1.000 5000.8 EneravGauaeTTM DCA Form 600A-97 EneravGaumVResFREE197 FLR3PA 203 FORM 60OA-97 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plat: , , , PERMIT#: EASE 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 1201.0 9.76 2111.0 Double,Clear W 1.5 9.4 34.0 10.77 1.01 368.6 Double,Clear W 1.5 5.0 9.0 10.77 1.03 100.2 Double,Clear N 1.5 3.5 9.0 14.30 1.01 129.7 Double,Clear E 9.0 5.5 30.0 9.09 1.41 385.3 Double,Clear E 10.5 7.0 7.5 9.09 1.39 94.8 Double,Clear E 1.5 10.0 48.0 9.09 1.01 441.9 Double,Clear S 1.5 4.5 8.0 4.03 1.26 40.6 Double,Clear S 1.5 14.0 15.0 4.03 0.99 60.1 Double,Clear S 1.5 11.0 15.0 4.03 1.00 60.7 As-Built Total: 175.5 1681.9 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adejcent 138.0 3.6 496.8 Frame,Wood,Exterior 11.0 907.0 3.70 3355.9 Exterior 907.0 3.70 3355.9 Frame,Wood,Adjacent 11.0 138.0 3.60 496.8 Base Total: 1045.0 3852.7 As-Built Total: 1045.0 3852.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.7 11.50 203.6 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.7 8.00 141.6 Base Total: 37.7 449.6 As-Built Total: 37.7 309.6 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1201.0 1.20 1441.2 Under Attic 30.0 1220.0 1.20 1464.0 Under Attic 19.0 88.0 2.00 176.0 Base Total: 1201.0 1441.2 As-Built Total: 1308.0 1640.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 Slab-On-Grade Edge Insulation 0.0 152.0(p) 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-Built Total: 2857.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1201.0 -0.59 -708.6 1201.0 -0.59 -708.6 EnerovGauoeO DCA Form 60OA-97 EneravGauoe®/Re9FREE'97 FLR3PA 203 FORM 60®A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: PARADISE, Plait: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 8498.6 Winter As-Built Points: 9633.2 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 9633.2 1.000 1,064 0.487 1.000 4993.1 8498.6 0.5340 4538.3 9633.2 1.00 1.064 0.487 1.000 4993.1 EneravGauae7A°DCA Form 600A-97 EneravGauae8VResFREE'97 FLR3PA 203 FORM 60OA-97 WATER ATI CODE COMPUANCE STATUS Residential Whole wilding Performance Method A - Details ADDRESS: Lot: Sub- PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8428.6 mma CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water — Total Points Points Points Points Points Points Points Points 5826.7 4538.3 8238.0 18602.9 5000.8 4993.1 8429.6 18423.5 PASSE. O4TIE STAB ti = _ ,,, V ME EnwmGauoeT" DCA Form 6MA-97 EnemvGauae&ResFREE'97 FLR3PA 203 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:Lot: , Sub: PARADISE, Plat: , , , PERMIT#: SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1ABC.1.1 Mwdmum:.3 cfrn/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 comers;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 Penetrationslopenings>116'sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infittcation 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-1C rated,installed inside a sealed bar with 1/2"clearance&7 fro n insulation or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration negts 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.Extemal 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 flora 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 bath sides. Common ceiling&floors R-11. EnemvGauaeTu DCA Form 60OA-97 EneravGauoe9)/ResFREE'97 FLR3PA 203 ENERGY PERFOPiuMANCEEL (EPL) DISPLAY CARD ESTIMA'T'ED ENERGY PERFORMANCE SCORE* _82.4 The higher the score,the more efficient the home. Lot: Sub: PARADISE, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER:10.00 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(if) 1201 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b.Clear-double pane 175.5 W - a. Electric Heat Pump Cap:30.0 kBtWhr _ c. Tint/other SC/SHGC-single pane 0.0 W _ HSPF:7.00 d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft _ c. NIA 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=11.0,907.0 ft2 EF:0.86 b.Frame,Wood,Adjacent R=11.0, 138.0 ft2 _ 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=30.0,1220.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,88.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Una Ret:Unc. AH:Garage Sup.R=6.0,100.0 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) yp4TtE sT,q��o in this home beforeon. Otherwise,a new EPL Display Card will be completed based on installed Code ompliant features. till ,yy Builder Signature ��r r' r` ____- Date: �•� / _ _ a° ,t Address of New Home: � �D &A1-q/FL Zip: WE *NOTE. The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStdY designation), your home may qualify for energy efficiency mortgage (EEM)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.ucfedu 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. EnerevGauee00(Version:FLR3PA 203) oft Kaftsidentlai System Sizing Calculation Summary Project Title: Class 3 Rating 1201 Registration No. 0 Climate: North 5/24/2001 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 7F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 21264 Btuh Total coolina load calculation 24757 Btuh Submitted heating capacity 30000 BtuhSubmitted cooling capacity 30000 Btuh Submitted as% of calculated 141.1 % Submitted as% of calculated 121.2 % WINTER CALCULATIONS Winter Heating Load for 1201 ft Load component Load pucws%) Window total 176 sqft 4844 Btuh vm%) Wail total 1045 sqft 3332 Btuh InflI.(24%) Door total 38 sqft 524 Btuh Ceiling total 1308 sqft 1762 Btuh Floor total 152 ft 4682 Btuh Infiltration 122 cfm 5108 Btuh °oam`2%) Subtotal 20251 Stuh NAe19(16%) Duct loss 1013 Btuh F.�.(22%) TOTAL HEAT LOSS 21264 Btuh SUMMER CALCULATIONS Summer Coolie Load for 1201 sqft Load component Load Window total 176 sqft 8496 Btuh LmwdWdWr,*K4%) Wall total 1045 sqft 2001 Btuh LatentiMl{15°i) Door total 38 sqft 400 Btuh Ceiling total 1308 sqft 1980 Btuh W `34%) Floor total 0 Btuh Infiltration 113 cfm 2365 Btuh frt.GairKl 2%) Internal gain 3000 Btuh Subtotal(sensible) 18242 Btuh T%) Duct gain 1824 Btuh cep) Total sensible gain 20066 Btuh hfl{,09. 6(2%) % (8%) Latent gain(infiltration) 3771 Btuh Latent gain(intemal) 920 Btuh The sizing method used was E Gauge@ System Sizing. Total latent gain 4691 Btuh PREPARED BY:—fir TOTAL HEAT GAIN 24757 Btuh DATE: .� EneravGauae® FLR3PA 203 i " OWNER:Johnson Lot 20 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 12/18/2001 CONSTRUCTION JOB ADDRESS: Lot 20 606 Paradise Court Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—'N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing:#5 Number: 2 Spacing: N/A Dowels: NIA Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A_77 Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing:#4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: NIA R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Johnson Lot 20 Paradise Cove 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness:4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness:4" Size: T wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8'x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness:4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates;exterior and interior walls;ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties, other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks,treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 2 OWNER:Johnson Lot 20 Paradise Cove Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubRoor Material:N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7116"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized(weather related) Siding: Galvanized Windows:8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A NIA N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists NIA N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows &Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 ` OWNER:Johnson Lot 20 Paradise Cove Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing:26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER;Johnson Lot 20 Paradise Cove 6. STAIRS: LOCATION JACKS TREADS RISERS Material Siza Material Slza Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A N/A N/A N/A NIA N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Materlal Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley 1. SlidinglPatio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Johnson Lot 20 Paradise Cove 8. INSULATION: Location Material. Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway-Jacksonville Beach - FL- 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 6 OWNER:Johnson Lot 20 Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Method of No. of Coats Room Material Thickness Installation Walls Ceilings ALL WALLS Sheetrock y2„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2"Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant Sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Johnson Lot 20 Paradise Cove 11.CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12.MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A TBond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish:Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Johnson Lot 20 Paradise Cove 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers(except in grilles)installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent:4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Johnson Lot 20 Paradise Cove 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue House to Water Heater CPVC SCD40 Glue House to Bathrooms CPVC SCD40 Glue %"TO%s" House to Kitchen Sink CPVC SCD40 Glue %44"TO 1/2" House to Refrigerator CPVC SCD40 Glue %"TO'/z" House to Dishwasher CPVC SCD40 Glue %"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Johnson Lot 20 Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Johnson Lot 20 Paradise Cove Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 1.322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81 V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits:5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Johnson Lot 20 Paradise Cove 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #3 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Johnson Lot 20 Paradise Cove 110 Voltage Wiring Detail• Location Breaker Wire Number&Type dumber of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14C 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 Lot 20 Paradise Cove OWNER:Johnson 110 Voltage Wiring Detail (continued): Location Breaker Wire dumber&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name &Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4'2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch(O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Johnson Lot 20 Paradise Cove 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyi Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: NIA Floors: N/A t Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: NIA Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: NIA Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Johnson Lot 20 Paradise Cove 18.CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL L:— 1 .1 Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19.SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name&Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name&Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name& Model: N/A Style&Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name& Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 J OWNER:Johnson Lot 20 Paradise Cove 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St.Augustine Number and species of plants: 20 -3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: . 21.SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE(Tentative) Wallpaper, Materials, &Labor N/A NIA Floor Coverings—Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong- Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 2001 Re:-Wind Loading Requirements For L©t yq"se- Co j*- Jax. Beach , Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #g thru #'q of the architectural drawings are satisfied. it shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diahragm of roof and floor sheathingitrusses system is of the flexible type, bfthat the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 pst If contractor found any differing conditions through soil removal or soil report, then 1 shall be notified and possiblefooting design revisions may need to be implemented prior to commencing footings work, Please let use know, if further help is needed. Shicarely Louis J. Gabriel, P.E. 'WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATE -'�b ON DoT - LOT.-#io pitwo%sG ceJE JAX. BEACH , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE:Uceme R , 2001 I I } 4 1 i J ►Lio► L (r�brfcti p , E TTi e s u bS-k,t rauj r e s I a" c e- tqa s i:�%e. Pa Ltut"%^:� s truc tuyq L &up 4wta s�A e..--- Floor : — -MIA-- go o f TYN Ste S ,� Piz o r I yw 11e1 iEut%vz&u,P R2r,F Frami-n (-5e. 5 v�1 FOA Exf. 'vJOA. : _ See 5CGSeduce. �C um 4rd4bec.bzr4 Ji /Z f13 b bo Lb (Z 98 0 . �•_ .Per. t �O G vyt[vac �P � nnee nn Vv►Less AotJ o �kecwac .5 �� 1nJ q,rr Ye+�► rQ rG er^en t: — . 1#9 Rod ov► 98�o-c• a4 a.17 Gofners XOOF 4 ,�!a_V cj6A. l rp i L ' fw,,, ; S� e UVt • w i yj= n WM d! 011 1 v U'r•• u n y 5 c jjpoy fes, Uy1le1! 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C LutY� tt r bow w►ll Y Owt a c.. ilePkv „ Ul -AeeJ tV Sker Q..1`F—fer a Cowpktc Failure � 4,,Ks > .T or GL h�t�t�ow� CaPaOt + Ly - f� eeq AA f&J henddcn.n, Ccpautj = Tor - Z Y %A T F ; a• Fai�.c tin, 2Y = 14001bc C 2x4 pL,c. , -4t2tl Z,\! : 2200 lb, C 2 x pts. , 2 S Y? Zv = Z9oo Ibs C2x8 pLA_L , #z -tYP ROOF FrrLhURL55 WISP rODE I M.ALL MERU F,TAE5 TO DE -- - NWIWMD A5412 FLAT CEIMG o ALL Or ER CELL G5•NOT ICTED TO DE FLAT � JJ ad CATHEDRAL ! cnnEDRnt 1/` ( LANAI cERivG cEIrG fffff 1 ` FLni cElrG KWE PORCH � WALL CATIEG'RM CERPG 'C /FLANTSMLF f / TOTAL A/C AREA r'i,, FLAW SlEIF. f NALL --i d'FLnrOELRR; ' 1 I aF<rcarG; ..... Q05ET r.nn.uo UTIORM MING / .( &Fl f!:EI.RG - •. I'ns L'fsn ad cones { eiuraw yLNADR7` 'yam TV V2 t ji GAR --.'__.. CIFLATCEU I,. (TRUSSES aK.S --MASTER EMM — �y-. STEF MSN. BFLATCUW, .( at F.`"CERRG STIR,K�EI , "Moom DEDROW I I XAL — -------------- J .o z ' NEIL} 1 � 2 tit) INN A�-L W AL �C.H �S 'MND MA EDGES AND TO 1.33 ND AT P AND THE SF V� ��.�5 THQ SAFp G ��ORS? .�AT�f1 Aj052 PAGE 1 ate: 11/28/01 MANNING BUILDING SUPPLY LOG #: A0945 TRUSS DIVISION JOB #: JACKSONVILLE ,-alesman: JOHN FERGUSON Pitch: 7/12 I"ustomer: BESTCON HOMES Job Name : #1201 Address : 2440 South Beach Parkway Address : LOT 20 PARADISE COVE Jacksonville Bch, FL. 32250 esigner: MST/KEN tyl Span Ie � Ht I O.H. I Description ------------------------------------------------------------------------------- 1 20 ' 2 ' 2 ' T-1 GE 9 20 ' 2 ' 2 ' T-1 1 23 ' 3"8 0 ' 0 ' T-2 GE 6 23 ' 3"8 0 ' 0 ' T-2 1 23 ' 31'8 0 ' 0 ' T-2 GIR 2-PLY 1 25 ' 8" 2 ' 2 ' T-3 GE 4 25 ' 8" 2 ' 0 ' T-3 4 16 ' 2 ' 0 ' T-4 1 20 ' 91112 2 ' 0 ' T-5 GE 5 20 ' 9" 12 2 ' 0 ' T-5 1 20 ' 9" 12 0 ' 0 ' T-5 GIR 2-PLY 1 21 ' 0 ' 0 ' T-6 GE 4 21 ' 0 ' 0 ' T-6I ® 1 21 ' 0 ' 0 ' T7-H1 1 21 ' 0 ' 0 ' T7-H2 SEALS 1 21 ' 0 ' 0 ' T7-H3 1 21' 0 ' 0 ' T7-H4 1 21' 0 ' 0 ' T7-H5 1 12' 0 ' 0 ' T-8 1 7 ' 9"8 2 ' 0 ' T-9 1 7 ' 9' 8 2 ' 0 ' T-9 GIR 1 7 ' 9"8 2 ' 0 ' T9-H1 1 9 ' 10" 2 ' 10"1 0 ' 9 ' 10 H/J 1 7 ' 2 ' 0 ' 7 ' E/J " 2 5 ' 2 ' 0 ' 5 ' C/J 2 3' 2' 0 ' 3 ' C/J 2 1' 2 ' 0 ' 1 ' CJ ** Hardware Roof ** 19 A HUS26 1-ply Truss Hanger 1c HGUS28-2 2-ply Truss Hanger ------------------------------------------------------------------------------- 50 - Trusses 20 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 8 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 58 - Total Trusses DO NOT �- 6" 21' ---�--11'3"8 19' — --I I APPROVEDUBYOTRUSSEOFFICESES, UNLESS 7. 2. VERIFY ALL SPANS AND AMOUNTS. AS TRUSSES WILL BE BUILT IN STRICT T- ACCORDANCE WITH THIS LAYOUT T 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY : v 7-6 � O1 79-HS ul APPROVAL DATE: i in T_9 DEL. DATE T7-H2 MANNING BLDG . SUPPLIES m T7-H3 rn T7-H4 11155 PHILLIPS PKWAY PHP 268-8225 JAX. FLA. 32256 T-2 G 7/12 PITCH 24" OH SO/CUT IR r JOB: AO945 N ~ cu CUSTOMER: BESTCON INC , T-2 LOC: LOT 20 PARADISE COVE Y m m v to DESIGNER: KEN PARKER o 1 11 T-2 GE '------ 17'8 8- --�i --23'3'8 ---,�-- 19' m r op op (A0945 #1201 - T-1 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.15 W4X4 7 F —I 7 W3X3 W3X3 W3X5 WH5 �� Ir L-8-1-2 W3X5 W3X5 L-2-0-0-J L--2-0-0--J L 10-0-0 I 10-0-0 I �E 20-0-0 Over Continuous Support J R=146 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.21`3 FL/-/3/-/E/-/- Scale =.3125" Ft. *WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-73858 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719}, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 1/2 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OF FILLY ATTACHED RIGID CEILING. •••••• � -- "IMPORTANT** FIR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDjG�' p'�:9 gr DL 10,0 PSF DRW HCUSR151 01333053 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TO j 2704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND g C LL 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'SP T 0 T.L D. 37.0 P S F S E O N - 28799 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION CONNECTORS PER �/1 •• D U R FAC. 1 25 FROM K P DRAWINGS 16G A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF Pft OFE SSION AL ENGINEERING _.t Alpine Engineered Products,Inc. RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS �'1►O Hames City,FL 33844 OMPONIII FOR ANY PARTICILAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No V SPACING S E E ABOVE FL Certificate ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. (AO945 #1201 - T-1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 5.38 TC From 114 PLF at 5.38 to 114 PLF at 14.62 TC From 54 PLF at 14.62 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.15 W4X4= W1.5X4 III W1.5X4 III 7 r— —17 8-1-2 W3X5= W3X5 W3X5(A1) = W3X5(Al) Lgii�-2-0-0---�i-j �2-0-0-;;-j I 10-0-0 I 10-0-0 _I 20-0-0 Over 2 Supports j R=1138 U=671 W=3.5" R=1138 U=671 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E Scale =.3125" Ft. —WARN ING— WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND J T C L L 20.0 P S F R E F R151--73859 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7P] (TRUSS PLATEIL INSTITUTE, 5U3 D'UNOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED t'�F� T C D L 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��••••••••�0 BC DL 10.0 PSF DRW HCUSR151 01333027 kPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO o 2704 BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BC LL 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �S '� OF T 0 T.LD. 37.0 P S F S E Q N - 28802 EACH FACE OF TRUSS, AND UNLESS OF LOCATED ON THIS DESIGN. P05[TI0 CONNECTORS PER Q ��y/t DRAWINGS 16D A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S .N`�'� D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OE THIS Y Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR DOILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v SPACING S E E ABOVE FL Certificate of Authorization#567 ANSIITPI 1-1995 SECTION 2. (A0945 #1201 T-2 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 114 PLF at 0.00 to 114 PLF at 23.29 BC From 20 PLF at 0.00 to 20 PLF at 23.29 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 � 7 7 F W 3 X 3 2-11-13 8-1-2 W3X5% W5X5 L_ 14-2-4 I 9-1-4 fE 23-3-8 Over Continuous Support J R=131 PLF W=23-3-8 Note: All Plates Are W1 .5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--73860 BRACING. REFER TO HIB 91 (HANDLING INSTALLING .AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE. 583 D' NOFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 4z"' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED : Q� I C D L 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. {� �'W��••F *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�(J. (h•y� BC DL 10.0 P S F D R W HCUSR151 01333038 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 04 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG MRM/MMA ALPINEBRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIfI CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S VF vj' TOT.L D. 37.0 P S F S E Q N - 28812 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��•{ 0 �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SGLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIL I T f AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILOiNG DESIGNER, PER N O V S P A C I N G S E E ABOVE FL Certificate of Authorization H 567 ANSI/TPI 11995 SECTION 2. (AO945 - #1201 T-2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W04= W1.5X4 III 7 W1.5X4 $ 7 F_ W3 W 3 X 3 W2 3-3-14 8-1-2 W2X5(Al) W5X5= W3X8= W1.5P4 III (, 14-2-4 I 9-1-4 23-3-8 Over 2 Supports ,J R=1143 U=625 W=3.5" R=1115 U=609 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.21`3 FI /-/3/-/E/-/- Scale =.3125" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--73861 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING}, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONEERIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.O P S F D A T E 1 1/2 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l• �� BC UL 10.0 PSF DRW HCUSR151 01.333040 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7 A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4Z/O4 BC ILL C, P S F N C-E N G MRM/MMA BRACING OF TRUSSES. THIS DESIGN CUNT ORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN --*- Y* SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (// 7� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO (S TE OF js TOT T.L D. 3 7.0 P S F S E 0 N - 28806 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S��(• ,, d DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING • '+ Q R�V D U R.FAC. 1 .25 F ROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �...«`� I1aIDeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0945 - #1201 - T-2 GIR 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W3 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 5" o.c. ----(LUMBER DUR.FAC,=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 23.29 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 23.29 IN EACH ROW TO AVOID SPLITTING. BC 751 LB Conc. Load at 2,06, 4.06, 6.06, 8.06, 10.06 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC 4515 LB Conc. Load at 11.17 THE BOTTOM CHORD ONLY. BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, 0 0.000' 1 12" 9 WIND BC DL = 5.0 PSF. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. W4X4(R) III RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X8 W3X5 (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. 7 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 3 X 5 7 f W3 W 5 X 5 3-3-14 1W3X6(0) 8-1-2 W3X8 III W8X8= W10X10 = W3X6= W3X6(A3) W3X6 III 14-2-4 I 9-1-4 J 23-3-8 Over 2 Supports j R=6067 U=2660 W=3.5" R=3928 U=1790 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale —.25"/Ft. —WARNING— TRUSSES REWIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--73862 DRACI NG. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO NL PERFORMING THESE FUNCTIONS. UNLESS 07HERWSSE IND[GATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED -W TC DL 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tit•• y *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED w �•�� dWi BC DL 10.0 PSF DRW HcusR151 01333041 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i 42704 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y, B C L L D.0 P S F HC-ENG MRM/MMA ALPINEBRACING OF TRUSSES. HIS DESIGN CONf ORMS WITH APPLICABLE PROVISIONS OE NDS (NATIONAL DESIGN =7F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEy OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ys TOT.L D. 37.0 P S F S E A N - 28888 EACH FACE OF TRUSS, AND UNLE5S OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING I�M�.. D U R.FAC. 1.25 FR0M KID Alpine Engineered Products,Inc. RESPONS IB LL TTY SOL ELP FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABILI TV AND USE OF THIS 4 Raines City,FL 33844 COMPONENT TOR ANY PARTICULAR BUILDING IS THE RESP0 NS IBILITY OF THE BUILOT NG DESIGNER, PER N o v SPACING 2 4.0" FLCertlficateofAuthorization 9567 ANSIlip I 1 1995 SECTION 2. (A0945 #1201 - T-3 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 25.67 TC From 54 PLF at 25.67 to 54 PLF at 27.81 BC From 20 PLF at 0.00 to 20 PLF at 25.67 SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 7 F— --1 7 0UX3 W3X5 ; W 3 X 3 W3X5 � 8 1 2 J 4 4 W4X4= W3X5 W5X5 Lf2-o-owl Lc2-o-oma) 12-10-0 _�, 12-10-0 8-0-0 T 7-8-8 T 9-11-8 25-8-0 Over CONT. Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18,2f3 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--73863 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D. NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 1/2 9/0 1 SIR UCTURAI PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. p '*IMPORTANT*` FURNISH A COPi OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED rICS� BC DL 10.0 PSF DRW HCUSR151 01333036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * $' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �. $jy► ®F } TOT.L D. 3 7.0 P S F S E A N - 28815 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I%* E�Z DRAWINGS 16D A-Z. THE SEAL ON THTS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �R 9 D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc- RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NovSPACING S E E ABOVE FL Certificate ofAuthonzation#567 ANS17rPI 1 -1996 secrlDN 2. (AO945 #1201 - T-3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W4X4 W1.5X4 III W1.5X4 III 7 � (A) � 7 W3X5 W5X7 � 4 4 '- 1-8-1-2 W1.5X4 III W2X4(Al) _ W2X4(Al) W5X7 I�2 0 o>IE 15-10-4— IE 12-10-0 _I_ 12-10-0 _I f 8-0-0 1 7-8-8 T 9-11-8 IE 25-8-0 Over 3 Supports j R=667 U=412 W=3.5" R=1919 U=1039 W=3.5" R=69 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25"/Ft- "WARNING— .25" Ft."WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--73864 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST I TOTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FONf,TI0N5. UNLESS OTHERWISE INDICATED, TO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R1ID CEILINGP CNQRD SHALL HAVE PROPERLY ATTACHED •• T C D L 7.0 P S F DATE 1 1/2 9/0 1 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' �� BC DL 10.0 PSF DRW HCUSR151 01333047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TO • BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANOLING, SHIPPING, INSTALLING AND }}} B C L L 0.0 P S F H C-ENG M R M MMA ALPINEBRACING OF TRUSSES. HIS DESIGN CONFORMS WET" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF ZOGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S STA OF T 0 T.LD. 37.0 P S F S E Q N - 28820 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P j D U R.FAC. 1.2 5 F R 0 M K P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGa R19Pa►�� Alpine Engineered Produces,Inc. RESPONSIBILITY SOLELI' FOR THE TRUSS COMPONENT DESIGN SHOWN. THE I A81 LIT AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v �� SPACING 2 4.0" FL Certificate of Authorization#567 ANSIITPI 1-1995 SECTION 2. (A0945 #1201 T-4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X5 —I 7 W1.5X4 III W1.5X4 III 7r- 6- 6-0 0 W5X7 4 4 8 1-2 W2X4(A1) W 3 X L-2-0-0-J I, 12-10-0 _�_ 3-2-0 f 8-0-0 r 8-0-0 IE 16-0-0 Over 2 Supports �I �I R=952 U=424 W=3.5" R=756 U=315 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r-- TC L L 20.0 P S F R E F R 1 5 1--7 3 8 6 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ' 'I�, T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED /► I C D L 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. a' tIFIG� Sj **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BI. DL 10.0 PSF DRW HCt1SR151 01333037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .42704 � ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPR; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 _ B C L L 0.0 P S F HC-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� SPFCIFICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T OF T O T.LD. 37.0 P S F S E A N - 28824 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION IF PER ��A��.', DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING «��r O U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,IllC. RESPONSIBILITY SOLELY FOR THF TRO SS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ` Haines Cit)',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o y 6 Y S PACING 2 4.0" FL Certificate of Authorization#567 AN11/TPI 1 1995 SECTION 2. (A0945-#1201 - T-5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #2 N :W1, W2, W3 2x4 SP #3: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 7 WU3 W3X5 7 F— W 5 X 5 W5X5% W3 (A) (A) (A) 1 8-7-10 W1 W2 4 W5X7= 4 8-1-2 W2X4(Al) = W5X7 = W2X5III bJ5X5 1r2-0-0—IE 6-1-12 � 17-6-0 �,J 3 3 12 6-3-8 '1' 5-6-5 T 5-6-5 13-5-10 I 20-9-12 Over 3 Supports R=301 U=220 W=3.5" R=859 U=280 W=3.5" R=500 U=350 H=Semco Equlv.To Alpine H 6 Girder is (1)2X6 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18^2f3 OTY:S FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151--84811 INSTITUTE, 583 D,ONOFRIO DR- SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `1P`-1 uaN TC DL 7.0 P S F DATE 12104101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \�4`�, r **IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � ,•'•��F+{�•' BC DL 10.0 PSF DRW HCUSR151 01338001 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 0"IATION FRU' THIS DESIGN; ANY FAILURE TO �P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =* j �\ B C L L 0.0 PSF HC-ENG E J R/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONE ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF ION = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p S TOT.L D. 37.0 P S F S E O N - 34852 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �„(n^: /c� ,ct,f DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i f3��•."y R%Q ^,��' OUR.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RE SPUNSiBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS 4 '•�..-••�r,,.+� Hames City,FL 33844 COMPONENT FOR ANY PARIlr_ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dee M SPACING 2 4.0" FLCertificateofAuthorization'#567 ANS1(TPI 11995 SECTTDN 2. u,,. (A0945-#1201 - T-5 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W7, M4, M5 2x4 SP #2 N: SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR,FAC.=1.25 / PLATE DUR.FAC.=1.25) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF at -2.15 to 54 PLF at -0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. TC From 114 PLF at -0.00 to 114 PLF at 20.52 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. TC From 54 PLF at 20.52 to 54 PLF at 20.81 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at -2.15 to 4 PLF at 0.00 W5X7 = BC From 20 PLF at 0.00 to 20 PLF at 20.81 —1 7 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 7 M4 M5 � W3X5 8-3-9 W 3 X 3 —, 4 W5X7= 4 + + U U 8-1-2 W3X5= W5X5= W5X5 L,2-0-0�J I� 17-6-0 3-3-12 � 6-3-8 5-6-5 T 5-6-5 3-5-10 1 20-9-12 Over 2 Supports R=280 PLF U=111 PLF W=6-3-8 R=323 PLF U=196 PLF W=3-5-10 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:l FL/-/3/-/E/-/- Scale =.25" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151-84812 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'WA��~ T C D L 7.0 P S F DATE 12104101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L• �• "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R B C D L 1 0. P S F D R W HCUSR151 01338002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I •Pj�R�C�•'.. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND (� A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICA 8LE PROY ISTDNG OF NDS IN DESIGN 9 d � _ B C L L P S F HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO -p N s Q TOT.L D. 37 0 P S F S E A N - 34859 EACH FACE GF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEr_TORS PER7 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C�.'•,P� FSP.: D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY' FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS }�� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec R� �� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1.1995 SECTION 2. jp••.• (A0945 - #1201 - T-5 GIR 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #z N 2 Complete Trusses Required BOT CHORD 2x8 SP #1 :B2 2x8 SP #2 N: WEBS 2x4 SP #2 N :W1, W2 2x4 SP #3: NAILING SCHEDULE: (0.131x3.0_g_nails) :W6 2x6 SP #2 N: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 54 PLF at 0.00 to 54 PLF at 20.81 IN EACH ROW TO AVOID SPLITTING. BC From 20 PLF at 0.00 to 20 PLF at 20.81 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC 775 LB Conc. Load at 2.06, 4.06, 6.06, 8.06 THE BOTTOM CHORD ONLY. BC 777 LB Conc. Load at 10.06, 12.06, 14.06, 16.06, 18.06 W4X4= BC 444 LB Conc. Load at 20.06 100 MPH WIND, 15.00 FT MEAN HOT, SBC, ENCLOSED BLDG, LOCATED 7 W5X5 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W 5 X 7 1;r-- DEFLECTION DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER = SIMPSON HGUS28-2 7 I—" W6 FILL ALL NAIL HOLES. W5X5 i RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED $ 7-10 CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W W2 Li 8 1 2 W5X9(R) III WIOXlO = B2 W3X6 III W3X8(A1) 17-6-0 I 3-3-12 J 20-9-12 Over 2 Supports R=4456 U=1890 W=3.5" R=4515 U=2120 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 E Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND I C ILL 20.0 P S F R E F R151--73868 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ONG FRIO DR., SUITE 200, MADISDN, W1 53719), FOR SAFETY PRACTICES PRIOR TO •v PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Fill TC DL 7.O P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � ••r• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :!C1 {�'� BC DL 10.0 PSF DRW HCUSR151 01333043 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DFS IGN; ANY FAILURE TO 0� 7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * B C L L 0.0 P S F U C-E N G MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST .4ND PAPER ASSOCIATION) .4ND TPI. ALPINE rjT� OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NG TED. APPLY CONNECTORS TO A4 TOT.L D. 37.0 P S F S E Q N - 28880 EACH FACE OF TRUSS, INC) UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERO OR •l - ORAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING a„ D U R FAC. 1 .25 F ROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hanle,City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o V SPACING 2 4.0" FL Certificate of Authorization/1567 ANSI/TPI 1 1995 SECTION 2. (A0945 #1201 T-6 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 114 PEE at 0.00 to 114 PEE at 21.00 BC From 20 PLF at 0.00 to 20 PEE at 21.00 SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 7 F- 7 WD3 W3X3 0� W8X8% W8X8�� 0-6-6 8-1-2 —1 4 W5X5= 4 �= 10-4-4 10-7-12 �E 21-0-0 Over CONT. Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD _18.2f3 FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-73869 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY THE (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •••S�i �� B C D L 1 0.O P S F D R W HCt1SR151 OI333045 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO P• 7ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C LL 0.0 P S F HC-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OFSIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR FO GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S STJlT1E Or 2 T 0 T.L D. 37.0 P S F S E Q N - 28875 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ry P,..L� DRAWINGS 16D A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING • '�.`��R'y / O U R.FAC. 1.25 FR0M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov �, SPACING S E E ABOVE FL Certifl_ate of Authorization#567 ANSI�TPI 1-1995 SECTION 2. (A0945-#1201 - T-6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND HANGER= SIMPSON'S HUS26 0.12" DUE TO DEAD LOAD. FILL ALL NAIL HOLES. NOTE: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W4X4 W3X5 W3X5 S 7 F 7 6-6-13 W6X6 0-5-3 4 4 1 1 W1.5X4 III W1.5X4 III W3X5(F2) W3X5(Al) 5-4-15 4-11-5 31F 4-11-5 SIE 5-8-7 5-4-15 4-11-5 1 4-11-5 T 5-8-7 10-4-4 �lE 10-7-12 IE 21-0-0 Over 2 Supports R=775 U=330 R=779 U=330 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i8 2 f 3 FL/-/3/-/E/-/- Scale =.3125" Ft. *`WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--7 3 8 7 0 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO •_��d- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '•• ' V T C D L 7.0 P S F DATE 11129101 SIR DOTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�Qt�F VVV� "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED lG '.I �Y� BC DL 10.0 PSF DRW HCUSR151 01333052 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO }} 2704 ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING, HANDLING, SHIPPING. INSTALLING AND i ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * E* B C L L 0.0 P S F HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MAGE OF 2OGA ASTM A653 GR 4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =b �p�+ T 0 T.L D. 37.0 P S F S E Q N - 34081 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t DRARI NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � ,�Mr •� D U R.FAC. 1.25 FROM K P Alpine Engineered Products,IllC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33 COMPONENT FOR ANY PARTICULAR BUiIDINC IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N 0 V S P A C I N G 2 4.0 FL Certificate of Authorization#567 AN::I7TPI 1-I99s SECTION z. (A0945 #1201 - T7-H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE, IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W3X5= W3X5= W1.5X4 III W3X5= W 5 X 5 7 W1.5X4 III 6-2-5 W5X7 4-8-13 —J4 4 � WU5; W3X5 8-1-2 W1.5X4 III bJ3X � 18-6-0 2-6-0 10-4-4 T 10-7-12 fE 21-0-0 Over 2 Supports _ J R=1028 U=366 R= (A0945 - #1201 - T7-H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. SHIM ALL SUPPORTS TO SOLID BEARING. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 143X5= 143X5= Wl.5X4 III 145X7 = 7 W3X3 7-4-5 W5X7 4-8-13 NW3X5 44 % W3X5 8-1-2 W1.5X4 III W1.5X4 III 16-6-0 _I_ 4-6-0 10-4-4 10-7-12 21-0-0 Over 2 Supports R=1028 U=371 R=1028 U=368 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--73872 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERE 0RMI NG THESE FUN 11 S. S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED .. T C D L 7.0 P S F DATE 11/29/01 S UC**IMPORTANTTR TURAL ` ELS FURNI SHTT OA COPCH 0 Y DOFHTH ISAL HD ESIG NAVE APT OPTHE YI NSTAL ILLATION ONGCOI I)NTR ACTOR. ALPINE ENGINEERED •CEILING � Fir��'� B C D L 1 0.0 P S F D R W HCUSR151 01333048 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��rj BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANOL[NG, SHIPPING, INSTALLING AND `A • �"7 04 g C L L 0.0 P S F HC-ENG MRM/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN y 1 SPECIFICATION PUBLISHED BY 7HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO a QF A TOT.L D. 37.0 P S F S E Q N - 28860 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS OF GN, POSITION CONNECTORS PER A�'O�� DRAWINGS 160 A-Z. THE SEAL ON THI5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM KP Alpine Engineered Products,Illc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THI5 Haines C1ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N 0 V `� SPACING 24•0" FL Ceni6cato Of Authorization#567 ANSI/TPI 1-1995 SECTION 2. ". , (AO945 #1201 - T7-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. @ 24.00" OC. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. W3X5= W3X5 = W1.5X4 III W5X7 CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. --j 7 W 3 X 3 0� 8-6-5 NW3X5 W5X7= 4-8-13 4 4; W3X5 -1-2 W1.5 X 4 III W1.5 III LiE 14-6-0 _I_ 6-6-0 10-4-4 r 10-7-12 IE 21-0-0 Over 2 Supports R=1028 U=390 R=1028 U=365 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20,0 P S F R E F R 1 5 1--73873 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEU BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES Pft]OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPE0.LY ATTACHED T C D L 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE .A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y••,• ' BC DL 10.0 PSF DRW HCUSR151 01333049 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 0. Boa i B C LL O.0 P S F HC-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI. ALPINE f d CONNECTORS ARE MADE OF [OGA ASTM A653 CR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO rAT��F44%, f� T 0 T.L D. 3 7.0 P S F S E O N - 28857 EA RA FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .,;:xORtQ � D U R.FAC. 1.25 F ROM KP DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIB IL[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o V S P A C I N G 24.0- FLCertifcateofAuthorization#567 ANS17TPI 1-1995 SECTION 2. l ,,. (A0945 #1201 - T7-114) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.31 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W1, W2 2x4 SP #2 N: WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. HANGER = SIMPSON HUS26 SHIM ALL SUPPORTS TO SOLID BEARING. FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. W3X5= W3X5 = W4X4= CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT W3X5 -,- CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. --1 7 W1 W2 W 3 X 3 9-8-5 1 (A) W5X12 = 4-8-13 4 4 W3X5 -1-2 W 1.5 X 4 III W 1.5 III 12-6-0 I 8-6-0 _I r 10-4-4 r 10-7-12 21-0-0 Over 2 Supports R=1031 U=410 R=1031 U=393 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 18.2f3 FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--73874 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED �� TC DL 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •. **IMPORTANT** FURNISH,A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ( ` B C D L 10.0 P S F D R W HCUSR151 01333050 PRODUCTS, INC. SHALL NO1" BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 42704 ... g C L L 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ( t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ATE�f`= TOT.L D. 37.0 P S F S E A N - 28854 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TU P EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • Q"•�a DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - �.QR�.. ' D U R.FAC 1.25 F ROM KP Alpine Engineered Products,Inc. RESP SIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N 0 Y �. SPACING 2 4•0" FL Certificate of Authorization N 567 ANSI/TPI 11995 SECTION 2. (A0945 #1201 - T7-H5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.89 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W1, W2, W3, W4 2x4 SP #2 N: WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. W3X5= W3X5 = W5X5_ CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS W3X5 THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 7 W3 W W (B) W4 W3X3 10 10-5 (A) W5X12 = 4-8-13 4 4 W3X5; W3X5 -1-2 W1.5X4 III W1.5X4 III 10-6-0 _ 10-6-0 10-4-4 1 10-7-12 'I �E 21-0-0 Over 2 Supports R=1039 U=430 R=1039 U=402 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.!) P S F R E F R151--73875 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TVI (TRUSS PLATE �y INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO m"'�iA� r C D L 7.l) P S F DATE 1 1/2 9/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAYS PROPERLY AT . ........._TBV STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • .s*' �► p _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED =�• �/gs� p C D L 10.0 P S F D R W HCUSR151 01333051 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .42704 1* B L L 0.D P S F H C-E N G MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGN 3� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 3 7.0 P S F S E A N - 28851 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CFPT AS NOTED. APPLY CONNECTORS TO OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �i♦p� D U R.FAC. 1.2 5 F R 0 M KID DRAWINGS 16G A-Z. THE SEAL ON THIS DR hWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �''.)R% Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N O V SPACING 2 4.0" FL Certificate of Authorization#567 ANSI(rPi 11995 SECTION 2. (A0945 - #1201 - T-8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 17.13 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #2 N WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. W3X3= W1.5X4 III W3X3= RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 9-0-7 (A) (A) (A) 9-0-7 1-2 W1.5X4 III W3X8= W1.5X4 III L- 12-0-0 Over 2 Supports—� R=444 U=255 W=3" R=444 U=255 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--73876 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■� INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7 .t7 P S F D A T E 1 1/2 9/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •p•••••1 • STR UC TURA PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • �•• _IMP IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i�. ({�� BC DL 10.0 P S F D R W HCUSR151 01333046 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •4Z7O4 BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG M R M MMA A L P I N E BRACING OF TRUSSES. TH[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NATIONAL DESIGN * S� / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNEAC HECTORSFACE O FARE TR MADDE OND200G E SSTOT HER WI GR400SE O GAL E D STEELON TH S EDX CE ES ITN ASP NOTED. CONNECTORS NPERORS TO 1� R"" ,{` T O T.L D 37.0 P S F S E A N - 28846 DRAWINGS l00 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Q•• D U R.FAC 1.25 FROM KID Alpine Engineered Products,Inc. RESFONSIB IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. NE SUITABILITY AND USE Of THIS ~•�•� 11all1C5('1�',FL 33$4.1 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE NSIBILI TY OF THE BUILDING DESIGNER, PER N 0 V 'i�_ SPACING 2 4.O" FL CerhlIcate of Authorization#567 ANS17TPI 11995 SECTION 2. (A0945 - #1201 T-9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W1.5X4 III 7 (- 4-10-13 UI 8 1-2 W2X4(Al) W1.5X4 III L-2-0-0---J j- 7-9-8 Over 2 Supports —� R=560 U=295 W=3.5" R=338 U=200 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 E - Scale =.375" Ft. '*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--73877 TR LATE BRACING. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI N( USS P INSTITUTE. 583 D'ONO FRIG DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CH RD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�F�P,� F -' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • jlC:� BC DL 10.0 P S F D R W HCUSR151 01333029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO a '04 B C L L 0.0 P$F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF SIGN SPECIFICATION PURL ISHEp BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '!�STATE OF ; T 0 T.L D. 37.0 P S F S E 0 N - 28831 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •...+....'� A P.'�,� DRAW INGj 160 A-Z. THE SEAL ON THIS OR AW INC INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �..,V� r D U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOI TAB ILITY AND USE OF IH IS ` Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N O V SPACING 2 4.0" FLCertifcateofAuthorization#567 ANI/TPI 1 1995 SECTION 2. (A0945 #1201 - T-9 GIR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GIRDER SUPPORTS 9-11-9 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III 7 4-10-13 8-1-2 W2X4(A1) - W1.5X4 III L-- 2-0-0—J L -7-9-8 Over 2 Supports R=1016 U=525 W=3.5" R=787 U=450 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.223 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--73878 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONEERIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. ONE OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED _ T C D L 7.0 P S F DATE 1 1/2 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ TF1 •�► "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j • ;•�`� B C D L 10.0 P S F D R W HCUSR151 01333030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7ALPINE BUIID THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f(/ C L L 0.0 P S F HC-ENG MRM/MMA BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TEL ALPINE /� _ f_O NN ECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEPT AS NOTED. AP PLy CONNECTORS 10 • TATE OF T 0 T.L D. 3 7.0 P S F S E Q N - 28827 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 P DRAWINGS lf0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �FIVD O U R.FAC. 1.25 F ROM KP Alpine Engineered Products,Inc. RESPONSIB[L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW N. HE SUITABILITY AND USE OF TI1IS Hames CLty,FL 33844 OMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No V SPACING S F E ABOVE FL Certificate ofAnthorization#567 ANSI/TPI 1 1995 SECTION 2. (A0945 - #1201 - T9-H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III W5X5 ni W1.5X4 7 F- 4-5-5 8-1-2 W3X5 W2X4(Al) = W1.5X4 III L---2-0-0--;-J 7-0-0 0-9-8 � I I 7-9-8 Over 2 Supports R=489 U=270 W=3.5" R=663 U=350 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 FL/-/3/-/E/-/- Scale `"WARN INGY BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI DR 10 U. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ''�y/�- TC DL 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �IF • • (/ *'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��w '• BC DL 10.0 PSF DRW HCUSR151 01333028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Z 2704 s BC LL 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. HIS DESIGN CONE ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 2OGA ASTM A653 CR4O GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E Q N - 28883 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q"• D U R FAC. 1.25 FROM K P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �O�j �• flpine Engineered Products,II1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS TtaIne5 Clt}',FL 33 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No V SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0945 #1201 - 9'10 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 12-2-10 R=221 U=322 W 3 X 5 4.98 1- 4-5-5 wu 8-1 2 0-0 1 W1.5X4 III W4X4- R=308 U=225 W2X4(A1) —2-10-11 -- 9-11-12 _I 9-10-0 Over 3 Supports R=505 U=581 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i8.2f3 FL 3 E - Scale ..WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C L L 20.0 P S F R E F R151--73880 BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRAC3NG), PUBL3SHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO /� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND If.ATEO, TOP CHORD GHALI. HAVE PROPERLY ATTACHED T b D L 7.0 P S F DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G �� BC DL 10.0 PSF DRW HCUSR151 01333031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO c.42704 B C L L 0.0 P S F H C-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIDRS OF NDS (NATIONAL DESIGN j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TATE GG .r CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E A N - 28904 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�`.� ��f` DRAW INGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�.�OR1p..,A�► D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,Inc. RESPONS IBIL TTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 IIa»leS City,FL 338 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v �L'G SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. ��- (A0945 #1201 - 7' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 12 2-6 R=199 U=180 7 4-5 5 8-1-2 R=97 U=180 W2X4(A1) —2-0-0 �F 7-0-12 j 7-0-0 Over 3 Supports R=525 U=284 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 'TC LL 20.0 P S F R E F R151--73881 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 U'ON0 FR 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TBP CHORD SHALL HAVE PROPERLY ATTACHED {C D L 7.0 P SF DATE 11/29/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '� '*IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED lGv I� BC DL 10.0 PSF DRW HCUSR151 01333035 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f+ 4z7�4 e A L P I N E BUILD THE TRUSSES IN CONFBRMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND S g C L L 0.0 P S F H C E N G MRM/MMA BRACING OF TRUSSES. THIS DESIGN CO Nf OR MS WITH APPLICABLE PROY[S IO NS OF NDS (NATIONAL DESIGN S PECIf ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Z CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TB _ �F T 0 T.L D. 3 7.0 P S F S E Q N - 28891 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��OFi��!r DRAW INGS lED A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ..,.-° D U R FAC. 1 .25 F ROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t Haines City,FL 33844 COMPONENT FGR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v 6 SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1.1995 SE CTIBN 2. (A0945 - #1201 - 5- C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 11 0-6 R=125 U=180 7 3-3-5 8-1-2 R=62 U=180 W2X4(A1) -2-0-0 �E 5-0-12 J - 5-0-0 Over 3 Supports—� R=440 U=323 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 18.2f3 FL/-/3/-/E/-/- Scale =.5" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151- -73882 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPi (TRUSS PLATE INSTITUTE. 583 7%NOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED _ T C D L 7.0 P S F DATE 1 1/2 9/0 1 STR Uf,T URAL PANELS, BOTTOM CHORD SHALL HAVE A PR 0('E RLY ATTACHED RIGID CEILING. :�•tIFIG,�r I\ *IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :G B C D L 1 .0 P S F D R W HCUSR151 01333032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILllRE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND c�42704 BC LL 0.0 PSF HC ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OES16N SPECIFICATION PUBLISHED BY THE AFIERICAN FOREST AND PAPER ASSOCIATION) AND TPI. .ALPINE .�' CONNECTORS ARE MADE OF [EGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �TF OF T 0 T.L D. 37.0 P S F S E Q N - 28901 EA FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER • }� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGORaC ' D U R.FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ® ��Y►1`'�` Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N O Y SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI I IY95 SECTION 2. 11 _' -1 11 I 1 (A0945 - #1201 - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 7 T*9-10-6 R=35 U=180 2-1-5 8-1-2 R=25 U=180 W2X4(A1) L;;E-2-0-0 ��E 3-0-12---� �-3-0-0 Over 3 Supports R=374 U=301 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.5" Ft. *'WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND IAL TC LL 20.0 P S F R E F R151 --73883 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATLACHED TC DL 7.0 P S F DATE 11129101 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a "IMRORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 0o BC DL 10.0 P S F D R W NCUSR151 01333033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .427,04 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 B C L L 0.0 P S F HC-ENG MRM MMA AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL BENIGN =7t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN TPI. ALPINE ¢¢ T D T.LD. 37.0 P S F S E Q N - 28898 CONNECTORS ARE MADE OF 26GA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NO T EO. APPLY CONNECTORS TD F j EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 OR l�t"�,r,� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ti•.•«..�� D U R.FAC. 1.25 FROM K P Alpine Ir'Ilgllleete(I PTOriUCYS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FQR .ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE SIGNtR, PER N o v SPACING 24.0" FLCoitificateofAuthorization#567 ANSIITPI 1 1995 SECTION 2. (AO945 - #1201 - 1' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 2x4 SP #2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. 7 8 8 6 0-11-5 8-1-2 W2X4(Al) = L� -2-0-0----j1 0-I2�,j 1-0-0 Over 3 Supports R=478 UU=425 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i8.2f3 FL 3 E Scale =.5" Ft. "WARN ING' TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--73884 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE. 563 D'ONOFRIO DR., SUITE 2OD, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 11-/29/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'f�FIG,�. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED t ��. B C D L 10.0 P S F D R W HCUSR151 0133303 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATIDN FROM THIS DESIGN; ANY FAILURE TO _ 42704 i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 = - C L L 0.0 P S F HC-ENG MRM/MMA qI N BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T 1 I, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � spp��(� TOT.L D. 3 7.0 P S F S E O N - 28894 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .�Vr'f�� Dft AWIN6S 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .R.w f'fP1V-� D U R.FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. R ESP DIi518ILITY SOLELY FOR THE TRUSS COMP ONE HE DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ♦[E Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N 0 v SPACING 24.0" FL Certificate of Authorization#567 ANS17TPI 1-1995 SECTION 2. ...11. ....d„ _ ` if_ -- ` -- — Vii--- --- .... SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L” BRACE + (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE ++ (1) 2X6 "L" BRACE + (2) 2X6 "L" BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B T 1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: v Q SPF #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14 0" GROUP A: HF STUD 4' 1" 6' 6" 6' 6" 8' 7' 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" SPRUCE-PINE-FIR HEN-FIR w ® STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" 1 #2 ISTANDARDI #2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" it' 1" 13' 7" 14' 0" 14' 0" 14 0" 3 STUD 1 1 #3 STANDARD SP #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14 0" I—� V #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE 3 3 DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" STUD Q STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' 0" STANDARD STANDARD --I1 2 4' 10" 8' 4" 6' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14 0" 14' 0" E- SPF #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14 O" 14' 0" HF STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: W Q STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR 1 5' 3" 8' 4" 9' 0" 9' 11" 10' 8" 1 & BTR 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" ,s p #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8' 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W CO #3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" --I DFL STUD 4' 11" 8' 1" 8' 1" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" 2 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 Q SPF #3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" �.+ Q STANDARD 5' 2" 7' 11" 7' 11 ' O"" 10' 5" 10' 5" 13' 0" 13' 0" 14' 0" 14 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: ✓ti 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" SP #2 5' 9" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. cv #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLP OVER DFL -STUD 5' 6' 9' 2" 9' 4" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD) STANDARD 5' 4" 8' 1" 8' 1" 10' 8" 10' B" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' O" SYMMIJK OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. GABLE TRUSS ' + ATTACH EACH 'L" BRACE WITH 10d NAILS. 2X4 /)2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION VERTICAL LENGTH MAY BE T **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. + DOUBLED WHEN DIAGONAL IS * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED, CONNECT L t "L" BRACING MUST BE A MINIMUM OF 80% OF NEB DIACONAL BRACE FOR 610# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14', I GABLE VERTICAL PLATE SIZES 2X4 STUD, $3 OR -)I BETTER DIAGONAL r VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN BRACE; SINGLE 18 * + + + GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. OR DOUBLE CUT L 1 LESS THAN 11' 6" (AS SHOWN) AT OL QGREATER THAN 11' 6" 2.5X4 UPPER END. ONTIINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL NEB. 1 REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWING S10015E +*WARNINGxx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GABI0015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ,. DR}^1(' 510015EN0699 HAVE A PROPERLY ATTACHED RIGID CEILING. �� ' IMPORTANT-* T INSTALLATION ENGINEEREDPRODUCTS,HINC.CSHALLL NOT I BED RESPONSIBLE FOR ANY DEVIATION FRALPINENE FROM THIS �: r"•� ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, l 04 —ENG 7 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7C AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA � dF �� TILT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FI.ORIpq DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL S.�0R110, ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE I.. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ,, AX. SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. NoV 2 2X6 "T" REINFORCING GABLE DETAIL GABLE VERTICAL PLATE SIZES 2x4 Ir" MEMBER SYM, VERTICAL LENGTH PLATE _rIFPLATES] REINFORCING ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE I OVERLAP* I MEMBER LESS THAN A' 0" IX4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL ML LESS THAN It' 6" GREATER THAN 11' 6*' 2.5X4 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE; 2 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GALE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERBCAL *2X4 *2X8 SBCCI WIND LOAD. LENGTH TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH 15 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE _jjO MPH 2x4 10 % 10 % + 15 FT 2,6 40 7 50 7 110 MPH 2x4 10 % —10 % 30 FT 2x6 50 % 50 7 Ipl i 'R n 100 MPH _2x4 10 % 10 % 15 FT 2X6 30 % 50 % 100 MPH 2x4 10 % 10 % 30 FT 2x6 40 % 40 % + 90 MPH 2x4 20 % to % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2,6 20 7 40 7. RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2.4 10 % 10 7 30 FT 2x6 30-7 50-7 4 TOENAILS ATTACH EACH "r" REINFORCING MEMBER WITH �ixt 10 7 20 7 _�O MPH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FT jO 7. 30 7 BO MPH 2x4 20 % 10 % REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. 30 FT —2x6 20 7 40 7 MEMBER GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 % 20 % AND BOTTOM CHORD, _J5_FT _7 20 ;l 70 MPH 2x4 10 % 20 7. GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 6 10 30 TRUSS SPACED AT 7. 4" D.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI CABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 S11030EN0699, 810030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 'I" BRACE LENGTH = 6' 7' 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH CEILING L 'WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 1.10 VERTICAL LENGTH. 'I'llIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF LET-IN VERT By TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHOP ........ HAVE A PROPERLY ATTACHED RIGID CEILING. D SHALL •*IMPEIRTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG GBLLETIN0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGNS ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 04A -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 13Y THE 7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TOT. LD. 60 PSF ALPINE ENGINEERED PROCLICTS,INC. TRUSS AND, UNLESS OTHCRWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 44 POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ,SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE: L -24.0" RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Nov AX SPACING FLOODPLAIN DEVELOPMENT INFORIIRATION Location::-/'0/0�6 Type of Development: �s Flood Zone: X Required Lowest Floor Elevation: lob S 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. CONDdENTS: 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 propose development. Date FIVI Applicant's Signature; Department Use: Required Lowest Floor Elevation / 2- As ZAs Built Lowest Floor Elevation `� S Survey Filed with Building Department ✓ Building epartment Representative BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFA TLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested-. G 2- Building Contractor : t•� -J�C,Aj (I1 c_ Building Permit Number: 3 S Address : Leval Descriction: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation : 12- reau ed as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATENOTIFIEDDATE APPROVED By Fire / Public Works -{=v 0 z--- = 2_ � Fiannir,g Building -5- / -LIZ- S - - � � S W � •_[ : C M o �o o f 0 rn 3 J , � o _ y to �yy HDD 22 OQ W 21 .36 'D ' rn cm En OD "t--i PROPOSED DYfEU,G e i tp x " maw FIN FLELt,s.s, ,'* i ' ori i �` m a -U�JA!• a� .'::♦ .. � .+.a,Kw -_.�¢--r{r..:.:... '--�...�:»..xu:r..-.:rt+r : --.m:..ryyY,•�,.yga..a.. x!{.'°"'--� !�r 4� NYr-. .,r wiaw a .Z - e Ci•. �i l CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23870 Address: 606 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: p OWNER INFORMATION ' Date Issued: 4/15/2002 Name: BESTCON, INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/12/2002 Phone: (904)246-3747 Work Desc: INSTALL LAWN SPRINKLERS CONTRACTORS APPLICATION FEES H2O MANAGEMENT,. INC. ry 25.00 MIR- Inv fi v ' ♦♦ axe �� " {��7 �a ' d '� �"vf!'ykr• ry$ r 3..•c�.�j'L��"m �,...., t ��,��yy..�y' y'-yyr �r �,.•'r. ,1� s1 :•�`�7N ° a-R�3: h i�•�-��3 rLwi�k�s, s�aka iw �.- < ,.� - 'sista L�.! ��i� �. `ta•''�{ ,..s n#��w"uw:W,,,«'1�in r � -a• ,� '�- Q 6 a j+1�'� B rix a "'-�� Y7't•sr�", ��. s' .` ,'f '5�7r&lri�> `t `-•r l 4's y,RA i"+Y" i'kW � Tn �y S ya �'a J` Yy �,t _i gg ' �,`. ��,� * ,�� aM •Wr ��J� r'�•�'"wa�^a7d.�+. ��.4�a�'S^irP- W�Y� '"� +�• '�- w is ' NOTICE 1 ' $ OTFJ. TST4IOOtRS P I ECTION s {>Mt}�'-£ u.�{ ,�, at* BUILDING MATERIAW UW11 RI IN-PUBLIC . SPACE, AND MUST AttAEO AWAY:fittTt^tE T .. R OWNER FAILURE TO COIPLIN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROV * H iI�T .F I ND SUBJECT T.O.REVOCATION FOR VIOLATION OF APPLICABLE PRO � - 01eri DSMITH Type: OC Drawr: '1 hte. 4/15/92 91 Receipt no: 49972 14 PERMITS-BUILDIM6 .1 X25.98 trans NOW; Be" kT—LXNTIC SEAC BUI G DEPT. 7 616 PAMISE CT CK CHECKS 1384 Trans date: 4/15/92 Tire: 16:93:99 `�. y0.AcJI�. -��1 CITY OF /5 `- �� - avoo� Office of Building Official SUS' REQUEST FOR INSPECTIO �� V � Data Perm� Time A.M. Received P.M. Cab1,0 o �- - Job Address Locality Owner's ��.� for C BUILDING CONCRETE ELECTRICAL PLUMBING �MELCHJANICALFraming ❑ Footing ❑ ❑ ❑ 0 mg ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel 11 Final 11 Sewer ❑ Fire Place ❑ Pre Fab Y OR INSPECTION Mon, Tues. T r4A Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy n (Jl 1! C f Date //��//��f,� //CITY O//F fY,tulra&- /3P.Q AIM - Office of Building Official REQUEST FOR INSPECT I Date 6D Perms Time A.M. Received P. Gi- Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing Cl Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed Thurs. Friday P.M. Inspection Made �d PM• Inspector Fi ctio^n ❑_ 1_ l Certificate of Occupancy ❑ (a// Date CT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMI`NG PERMIT JOB LOCATION: (p0 T d 'A_ SSG C-T OWNER OF PROPERTY: BeTELEPHONE NO. PLUMBING CONTRACTOR �;011� CONTRACTOR' S ADDRESS: `j 7,32,� MG.nrat� f Z 3Z_e)(2, STATE . LICENSE NUMBER: _L LS TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) E� OTHER TOTAL FIXTURES: x $3 . 50 + $15.00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Apr .24. 2002 4: 57PM 6ESTCON, Inc. No-3677 P 1 DYNAMIC ZLxqmc, IMF. 3167-20 t S.W.J Im1wr+TD)JACXAC*b11A�.�L 3226 October 19, Z001 Mr. Don Foi d City of Athotc Beach InspeCtion Department 600 Seminole Beed, Atlantic Beach FL 32233 Don — We respectfully request thit temporary power for the new BESTCON,Inc. home col- struded at the address tilted below be turned on for a period of thirty (30) days fog Nesting purposes. We will 'pe responsible fbr anything that may occur due to the &*rgiting of thece prior to the Ce►ticate of Occupancy, and the approval and completion of the job. I y u s truly, (chis ► Dynamic Electric, irc. Re, Uvesay residence Address: 60Parad n Court Permit #: 22237 dsorp s��o Rix:wow eax-�los CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT .. .'. y, PIE RMLT INFORMATt0111'' • -LOCATION INFORMATION � ..,. Permit Number: 23643 Address: 606 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: . .. „a 01Al�il`RJNFt3RMATTOi Date Issued: 3/14/2002 . Name: BESTCON, INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY . Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/14/2002 Phone: (904)246-3747 . Work Desc: CS4/0 200AMPS 1 PH•3W 240F ALUM NEW RESIDENTIAL SERVICE . . • t �r,CO� CT. S _ DYNAMIC ELECTRIC COMPANY PERMIT 50.00 i s,'�^ i `fir_.. T7a g'F?FkFC j •r. ;'A• "�'+gW.Jti!-a -•'2' ?3h� n t'q" 7, •"�a .� �' Ey'Y"�- '°` ' *�3ir��..,�`w•^.,,i,�'R,�' -'w�' ,r a�io"�z^XytM , "''"•• Y•i ' 'i. �. �'• a+'�•�..�J•"°'• ��.X3�.•,'A' � 'A•�£�4' M r -1 E-2-22.1, . y�`�'C' ��e:�, ;y +4�1,�+, � " �.f.� "�. ��•'�'�Y� *�'�T'�""� .jh,-'fit+r'}`�F'c On.�• 43 . •RiF..: � .. r .x � '� I,P�n t„5 3v'',S4y� xiJ 7��-a a..ti,4tt��A '� �. 'C"• .r��. ,__,_c�7—.yr�,t•„'�z�• -,srr./ �•"t'�'T'�, "'�n^ ''��r' '�jY>c�th� „a;�'•�,:. '"� -�-;,,.,'� e � � � b., �,�.' zq' ��' f✓, a p p S� � r�7�V�yy+r3. �• v �+ >�t�s �,�,�;,',i, ��`-�•r'�,,,.rte• ��,K � �'��s � sL�r++Y, Ltd' �� -t:. r•�y�'t"�..' �* aw'�`E.j� #' 'F a9 - t'PC,.�=»�r. . ,.•„y^�' ,`' V 4.1 .1'F �0.M"S"7�-dfi.w �� # �P•....�.•��•*1�4'��kl�r� �, 4 JAG .� ��,• n,� v .� -�:-'�? �n, :. , u„yj'R A s. �-• #�".`,_.,��+.-,...r ./,yam,. • i ... •.. _ ".`4 T d. ... 7a�js<.+�'�•�.�F. :.•� _ .:-'•n.:_ _ NOTICE €.: SECTION .�,.'`. � 't t��'�'+ '��..,d.•y,,,,-� -P..s`a.�i wy,�f'-��.au`va'�•�'.y:� ^?' S+•z'�' �'t`�M.�t��,:i� .� BUILDING MATER . y 4 � ^ri} `��, , _: f • � SPACE,AND MUST BE CLEAR : CON • . .. E '� �t�'f •y�]S"^��•wli 4 �!•MeR',r_•� y'�+:t may. ?�3'�{U4�At4yy„y„ "FAILURE TOC:. PROPERTY OVr ....... ? ' ' a� ISSUED ACCORDING T S:W}, 1rflF TkJIS PE CT TO.REVOCATION ..-_a,.• .FOR VIOLATION OFAPPL "x ,;�:.pT.: •` r _ t WSW N79;Ek JQ Opers DSMITH Trpe 'AC Drawer: 1 Dates - 3/14/92'91 Receipt no: 41662 14. PERMITS-BUIlDtMB. 3 $59.88 Trans fibers, 795e27 CK.,CHECKS. 3257 $199.98 ATLANTIC EACH BUILDING DEPT. TrAjA . CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 `-^ TELEPHONE(904)247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE -C Z JEA Construction & Maintenance r 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: : lectrical Inspections :.. Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS a 3(�o � � 3 L42- 5 Please call me at.904-247-5826 if you have any questions. SE eireI ATLANTIC BEACH BUILDING DEPARTMENT CITY OF r '75-3 tM&lf& B"- Office of Building Offi al REQUEST FOR INS CTION Date Permit No. �! v Time �� J Received CPM1� -0 0 ��P�ra- i �e Job Address Locality Owner's Name,��e0 Contractor 6e s±r n n UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation _.0' Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. jiday A.M. Inspection Made 2 d A.M Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF Syr- 4H4a& f3eac4-0;& �a Office of Building Official REQUEST FOR INSPECTIO Date r �� Z — Permit No.�C ✓ i� Time A. Received P � L Jo Ad res Locality Owner's Name Contracto ILDINGa CONCRETE ELECTRICAL PLUMBING MECHANICAL ra ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. P. Tues. Wed. Thurs. Friday PM. \\ A.M. InspeY, 3`ade � M. Inspe vy Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF /gyp Office of Building Official C. AY5REQUEST FOR INSPECTION�j Date / _v Permit No. Time A.M. Received P.M,. Job Addre (/f/^ Locality �•1 Owner's O C Name Contractor J BUILDING CONCRETE ELECTRICAL PLUMBING ECHANICAL r Footing g-_ ringRe Roofing Slab Temp Pole Top Out /❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ ` Pre Fab h.� READY FOR INSPECTION A. Mon. V Tues. Wed. Th urs. Friday © Inspection Made PM. Inspector Final Inspection ❑ Certificate of Occupancy❑ ,=�7 8 -6S31 Date CITY OF 53 Office of Buildin Official REQUEST OR SPECTION Date Permit No. Time r S__q Received Job Address Locality Owner's Name _ �S=,VA 0.Q^= Contractor P-.aC �irrh , BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 2--' Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. f Wed. Thurs. Friday P.M. f«CeZ A.M. Inspection Made //�//' P.M. Inspector u Final Inspection ❑ Certificate of Occupancy ❑ Date /�jj/) /CITY__O//F Office of Building Offi al REQUEST FOR IN ECTION Date - Permit No. � "339 Time � _ Received P.M. 0�- Gz ress Locality Owner's Name Contractor BUILD ELECTRICAL PCUI B MECHANICAL Fra !I ❑ ❑ Rough Wiring ❑ Rouah ❑ Air Cond. & ❑ Re R ing b ❑ Temp Pole ❑ Top Out ❑ Heating Insu{a n Itin e ❑ Final ❑ Sewer ❑ Fire Place ❑ FEBnPre Fab i E 0 5 20Q2 READY FOR INSPECTION A.M. Mon. Tues. Wed. �� Thurs. Friday M. C� A.M. Inspe ion Made" PM. Inspector Final Inspection ❑ �jCertificate of Occupancy ❑ l /� 70 G Date 7 72-o �oU �A/ /AC�ITYO//F Office of Building Official REQUEST FOR INSPECTION Date � ` ©2-- Permit No. Time A.M. Received P.M. Job Addmss Owner Locality Name Contractor ` -; BUILDING CONCRETE ELECTRICAL --PLU MECHANICAL Framing ❑ Footing ❑ Rough Wiring Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made PM Inspector Final Inspection ❑ Certificate of Occupancy❑ Date �A• �1//� �� //CITY OF 4&4ot& AeacA-I&"' Office of Building Official REQUEST FOR INSPECTION Date ®� Permit No. Time A.M. Received P Job Addr ocality Owner's2 lj Name —Contracto BUILDING9idE;RE� ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY-EOR INSPECTION Mon. Tues. Wed. Th urs. Friday U A.M. Inspection Made � P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date �///ss''� �� //CITY OF _ 4&44&. /3�-1 Office of Building Official REQUEST FOR INSPECTION Date Permit No. ✓�� Time A.M. Received P.M. ��Cn ��-�4a0Ls C Job Address Locality Owner's Name Contractor BUILDING C0NCRET ELECTRICAL PLUMBING MECHANICAL Framing El g E4--- Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Frilly) P.M. nspection Made A.M.ApM. Inspector �AX Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 23623 Address: 606 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: `. Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: Square Feet: Subdivision: PARADISE COVE Est.-Value: Parcel Number: Improv. Cost: O ;IIFOIATIfl11;4 _ Date Issued: 3/13/2002. Name: BESTCON, INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH; FL 32250 _ Date Paid: 3/13/2002 . Phone: (904)246-3747 } Work Desc NEW 200AMPS SERVICE _ CONACTt At1ICAT11k1 F1E � DYNAMIC ELECTRIC COMPANY LL PERMIT 50.00~ ' . All { y r. A 'S`�"iti '�•i'k� � �., - It �`• ._Y.,� -�R+',�i.� +a�� .t sa ��'� s�i�,.fir; ��+� �,:�. � �.r ft a` N � ,� d ',,,�, �•�,.�,-;�� ,� y sltE•CTIOIV BUILDING MATESPACE, AND MUST BE CLEAR. - ONT. _ NF "FAILURE TOC � � E PROPERTYOWI ► i 3 _.:�:h--•.-- { �^ -ate- s � ,;, .. ,r —� . ISSUED ACCORDING T 1V :W 4;?FTHIS PE CT TO REVOCATION FOR VIOLATION OF APPL Oper: 9SMITi1 Tt+pe. OC a w. Date: 3/13/92 i1 Receipt M. 41362 14 AEtbIITS-�11IL6I116 1 539:96 ATLANTIC 13 A H BUILDI"N DEPT. Trams nober: 793516 98 _ CK CHECKS. 3278 x196. - -- Trans date: 3/13/92 Time: : _ .. CITY OF ATLANTIC BEACH, FLORIDA Approwdby APPLICATIO04 FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: 3 2 5 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: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME ael-1 ADDRESS: �D 0f,Q,P Rf rl__.. BOX SLOG.SIZE BETWEEN: REC("1ZEAPT.( 1 comm.( 1 PUBLIC l ! INDUS.I 1 NEW"-I" OLD( I REW.( ) ADDITION I ) TRAILER I ;II TEMP.( 1 SIGNS 1, ! SO.FT. SERVICE: NEW(N` INCREASE( 1 REPAIR ( 1 FEE WiltiU&oFt SIZE Ile AMPS COPPER 1 1 ALUM. SWITCH OR BREAKER AMPS PH 3W -Of()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 0.00 AMPS. 01.100 AMPS. 8WITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED 0.100 AMP8, I OVER APPLIANCES I I BELL TRANSF. AIR N.P.RATING H.P.RATING CONbITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PNS ISCELLANEOUS ' TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. KVA NO NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN• 1 FORWARDED TOTAL CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: s/ `S a� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. e IELtCtRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME A3.E.G/ ADDRESS: j � & BLDG.SIZE BETWEEN: / RES.1 KZEAPT.( 1 comm.( 1 PUBLIC( 1 INDUS.( 1 NEW(A OLD( 1 REW.( 1 ADDITION( 1 TRAILER_I )/ TEMP.1 1 SIGNS ( l SO.FT. SERVICE: NEW INCREASE( 1 REPAIR ( 1 FEE tokbUCTOR SIZE !' AMPS ok-qt9 COPPER 1 ALUM. tMtCH OR BREAKER AMPS PH � W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVfiR APPLIANCES I _ BELL TRANSF. AIR H.P.RATING H.P.RATING CONbltiONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT 0-) OVER MOTORS H.P. VOLTAGE . PHS NO. VOLTAGE PHS t EL ANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SKIN• — FORWARDED S TOTAL FEES ----- CITY OF ATLANTIC BEACH MECHANICAL PERMIT i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826 F 247-5877 1T IN + RI� - Address: 606 PARAD{SE C4URZ I Permit Number: 23570 ATLANTIC BEACH, FL 32.233 Permit Type: MECHANICAL. Range: Book: Township: Class of Work: NEW Lot(s):20 Block: Section: i�division: PARADISE COVE Proposed Use: SINGLE FAMILY - Square Feet: ber: _._ Est. Value: Improv. Cost:. Y N. INC. Date Issued: 3109/20 BEACH PARKWAY Total Fees: E BEACH, FL 32250 " . .:, Amount Paid: ------ Date Paid: Work—De sc INS w {� 47.00 MCGO A 77— w P x' 3i •'K" +^ `mak+•' � }"""tet -...._.-..... �... .-....-.,__I ___,_.—•.- z yyy .M� � ••eX� pyq .Lr Y NOTICE- INSPEC � :E •2� � � OR TO INSPECTION N - PUBLIC SPACE, AND _ E PLACED IN , BUILDING MATERIAL, RUBBISH Ate R OWNER MUST BE CLEARED UP AND HAULEQa� -- "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN 'ESULT IN THE — PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ----1 ISSUED ACCORDING TO AP PROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION , FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. x Date= volvi a ®i RIriX110I '' 14 PERMITS-INJIL9ING 1 14788 . r ` Trans rber: nuI CK CNECKS 24879 $94.96 `J ATLANTIC BEACH BUILDING DEPT. Trans date: 3/12!82 Tire: 13:12:56Sb BUILDING AND ZONING fNSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to comp) to all items in sections I, II, III, and IV. LOCATION Street Address: OF " And Intersecting Streets: Between BUILDING 1x Sub-division If. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan r s Heating & Air– Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of r n M-48 Property Owner Signature of Owner I ; Signature of or Authorized Agent „L_. ti Architect or Engineer Ill. GENERAL INFORMATION A. Type of Meting fuel: B. IS OTHER CONSTRUCTION BEING DONE ON 0( Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION C3 Oil OR 32 PERMIT , r ❑ Other — Specify IV. MLCHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed Central O Floor New Building Air Conditioning: ❑ Room Control )) ❑ Existing Building Duct System: Materia I bQr Thickno , EJReplacement of existing system Maximum capacity ""oy U c.f.m. New Installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system Q Cooling tower: Capacity g.p.m. ❑ Other — Specify ❑ Fn sprinklers: Number of head Q Ekavator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q .sawing pumps (number) (Reeeiwd) Q.. Tank (number) Remarks Q LPG containers.—(number) ❑ Unfired pressure vessel ❑ Sellers Permit /Approved by Date Q Other — Specify Permit Fe. LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT Capact Nwlaber Dalt■ DescrlpUon Model Number Manufacturer (�)Y Aye Cv—� C d A �Ajj�'- � j neCITY OF 4&6x C /3e4cA- Office of Building Official REQUEST FOR INSPECTI N Date Q Permit No. � Time ( 7 A. . Received Job A ^Js n lity Owner's rr"�'�� f Name Contractor BUILDING CONCRETE ELECTRICAL �'P�M�,JN + M CHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ ou ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ op Out - ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION ,,I A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made PM , Inspector Final Inspection ElI Certificate of Occupancy ❑ I CJ G Date CITY OF ATLANTIC BEACH, FLORIDA APPro, d er APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EL CTRIzCAAL'F,IIRRM: MASTER ELECTRICIAN SIGNATURE NAME �` �� ADDRESS BLDG.SIZE BETWEEN: REB.11.1 APT.1 1 COMM.11 ) PUBLIC( 1 INDUS.1 1 NEW( 1 OLD( 1 REW.( 1 AObIT1ON 1 I TRAILER ( TEMP.I I SIGNS ( 1 SQ.FT. SERVICE: NEW 1 INCREASE( 1 REPAIR 1 I FEE Wkb()C'TOR SIZE O AMPS COPPER 1 ) ALUM.1 SWITCH OR BREAKER S AMPS PH W XaOLTRACEWAY_ EXIST.SERV.SIZE AMPS PH W VOLT t RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN I I TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT Aj FLUORESCENT&M.V. _ FIXED 0.100 AMPS - 0""-- Ar UANCES ""APPLIANCE' 1BELL TRAN SF. AIR H.P.RATING H.P.RATING CONbITIOINING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT 0.1 OVER MOTORS H.P. VOLTAGE . PHS I NO. I H.P. VOLTAGE PHS MI ELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA _ NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER RIGN - - FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH j DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 --- - - - --- LOCATION PERMIT IlVFORMAT-J, N Permit Number: 23257 Address: 606 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lots :20 Block: Section: Subdivision: PARADISE COVE Square Feet: Est. Value: Parcel Number: Improv. Cost: 103,815.00 FOR 11itAT1t3N ---- Date Issued: 1/03/2002 Name: BESTCON, INC. Total Fees: 2,826.94 Address: 2440 SOUTH BEACH PARKWAY JArw-g0NVILLE BEACH, FL 32250 Amount Paid: 2,826.94 r g Date Paid: 1/03/2002 Work Desc: CONSTRUCT NEW # f 1 3 BESTCON, INC. s v � v r --Y �` yr 5 TREE BARRICA {� COVER UP #. fit;'"' iti"si5. .a *r ,. -r �, ✓ .°f 4 < r CERTIF/OCCUPA CY ` - NOTICE- IN ECTt#7N �L &TEfl AT LF�AST,24 HOURS P R TQ 1NS < CTION - .: BUILDING MATERIAL, R 1SI-I'AIN IS�FRO&I�'t I'.150 1k".!MUST NOT ��Ep#N JBLIC SPACE,AND MUST BE CLEARED UP A �A;t#I,€�l� =� ' 4 ..... .-,.--...-....moi.. .; ,... LT IN THE "FAILURE TO COMPLY WI ---� PROPERTY OWNER PAYING ISSU CORDING TO APPROVED PLANS r PERMIT AND SUBJECT TO REVOCATION FOR J TION OF APPLICABLE PROVISIONS OF LAW.µ. t+ ~N AT TIC BE BUI DING DEPT: mil PA Rec�ipt: -�I CITY OF ATLANTIC BEACH — DEPARTMENT 800 Seminole Road-AtianBea hF � UILDING 32233 3 Tel: 247-5826- Fax: 247-5877 I _ PLUMBING PERMIT PERMIT INFORMATION Pe mit Number: 23391 LOCATION INFORMATION - --- Permit Type; PLUMBING Address: 606 PARADISE COURT _- Class of Work: NEW ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Township: Range: Book: Square Feet: Lot(s):20 Block: Section: Est. Value: Subdivision: PARADISE COVE Improv. Cost: ___Parcel Number: Date Issued: 1/29/2002 - - OWNER INFORMATION__ - - Total Fees: Name: BESTCON, INC. Amount Paid: 57..00 ----- 5700 Address: 2440 SOUTH BEACH PARKWAY —Date 1/29/2002 JACKSONVILLE BEACH, FL 32250 i _ Work Desc: INSTALL PLUMBING e: (904 246-3747 -- — - H©M CONTRACTOR S DON HARRIS PLUMBING - - - ATION FEES � N. IT ----- --57.00---i a C $ Ellu ✓ OF �q*32��a th {{� � lay .. � ,s- � '��`G. Asyc... •�+, JY `y5 4N• ` Y� st` �'yt, .�:.. - S �.S.c U+' 'A E4 F � 1 4 � 4 - Al .S TrY y 4 fiiF wy � "fYG a 7 vy % p], NOTICE- IN IfJR TO SSP -- --- ECTION 3UILDING MATERIAL, SHA SPACE, AND MUST BEOiTHIS WORK- OT ;P CED IN PUBLIC . t✓1RE1� -�. ��.A-WAY BY OR OR OWNER 'FAILURE TO COMPLY WIE L N 'ROPERTY OWNER PAYINGESULT IN THE a TS" 'SUED ACCORDING TO APPROVED PLANS WHICH-' AaT OF THIS PERMIT AND OR VIOLATION OF APPLICABLE PROVISIONS OF LAW. SUBJECT TO REVOCATION ATLANTIC BEACH BUILDING DEPT. $57. 14 Dates 1/29/82 81 Receipts Be 1595 CITY OF �tPcuctiu Seac! - `��vuda 800 SEMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 �\ FAX (904)247-5805 oa�,. +H, SUNCOM 852-5800 DATE 2 -126 —to / JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 2 / -3 ,Z �. �Cno .sem, '17 0/e /e (New Serrv .'ce oZ, fli s-�, �Se�-y.c�e nCre.gse J Z/ 76 P"It - 94yl4P --014,4 l oZIq 7q t` 4 7, - Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH _ DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERM INP . TIN 4 J I. tx ATI N Permit Number. 21474 Address: 606 PARADISE COURT TP01 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: NF: R A7 N Date Issued: 2/15/2001 Name: BE TCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/15/2001 Phone: 904 246-3747 Work Desc: CD#6 50AMPS 1 PH 3W 240V COPPER-UNDERGROUND TEMPORARY POLE O ' DYNAMIC ELECTRIC COMPANY PERMIT 25.00 FINAL ELECTRIC 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. Z�'2�� zz4-4-4:-- $5.8014 TLANTIC BEACH BUILDING DEPT. Date: 2/15/81 81 Receipt: 8834368 QFCKR 2584 _ W CITY OF ATLANTIC BEACH, FLORIDA Approwaby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EL CTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NAME_,-11 / ADbRES3:6617 RFD BOX.�� BLDG.SIZE BETWEEN: RES."ZAPT.( 1 COMM.( 1 PUBLIC I I INDUS.( ► NEW 1 1 OLD I 1 REW.( I ADDITION( 1 TRAILER( 1 TEMP.(Al SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE( ) REPAIR ( 1 FEE WNbtlaoR 81zE 'alp AMPS SD .--COPPER( PALUM.j_ ► $WITCH OR BREAKER SO AMPS PH W 4140 VOLT _RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ • MIXED 0,100 AMPS. OVER ___-_ APPLIANCES �� BELL TRANSF. AIR N.P.RATING H.P.RATING — CONbITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT 0-I OVER MOTORS H.P. VOLTAGE PNS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA ---__ NO.NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN — FpRWARDED-- ".EES AA11,,__ CITY OF t4dao 4c BwaA- Office of Building Official REQUEST FOR INSPECTION Date © Permit No. 2lq7q Time �.�� A. Received r ' �f Job Address Locality Owner's Name SG g Contractor �1�. BUILDING CONCRETE LECTRIC PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ei Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ieI 'Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION lSZ Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PEP.MIT Bldg. Permit# JOB LOCATION: -� OWNER OF PROPERTY !- BUILDING CONTRACTOR: PLUMBING CONTRACTOR Don Harris Plumbing, Ca. AND ADDRESS: P.O. Box 14668 Jagksonville, -FL 32210 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS ,Z-LAVATORY /_WATER HEATERS BATH TUBS _DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ 6-7, o ------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION �OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET AddressC T Date Heated Square Footage Q @ $ per sq ft = $ Garage/Shed 38@ $ per sq f t = $ Carport/Porch i � @ $ per sq ft = $ Deck � @ $ per sq ft = $ Patio ._@ $ per sq ft = $ TOTAL VALUATION: $ Total V luation.. 1st $ / J 1 Z $ / �- Remaini g Value $ o0per thousand o�* portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2 3 r. ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ y WATER IMPACT FEE $ SEWER IMPACT FEE $ !1 _ WATER METER/TAP $ CAPITAL IMPROVEMENT $ �%2S SEWE TAP $ (f ZD RADON (HRS) .0050 $ - 30 SECTION H PAVING ( ) $ '- HYDRAULIC SHARES $_ " Cy CROSS CONNECTION $ 3 (/Sys,) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 2- Y ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: PROPERTY DESCRIPTION Lo,!' # pW, Bl k # Section # " )division: Street Name DESCRIPTION OF'WORK or Address: 6D96 aQ444� X1,1 1If in a FLOOD HAZARD Flood Zone:_ area complete page 3) Brie De . tion Class of Work. New Remodel/Addition: ZONING INFORMATION Type of Construction: �QQGZ% ZoningRsa Propo � � /� District: se_ Use: w v Estimated Value Exceptions or Variances Materials: Granted: Solid or filled Ground: Ro Method of Heating: ri OWNER INFORMATION 13 .STCON' INC. Property Owner BwCh PelkWay Phone: Mailing Address 9M 24o 4747 Zip: CONTRACTOR INFORMATION BESTCON� PQY Contractor: Phone• 214 -so Mailing Address: aC Zip: Expiration STATE LICENSE NO: Ck�G D®a �j 3/ I 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 AN']; 5-- TPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature) � , `- �` DATE LZA,.:-t'd Contractor Signature DATE IN-JO AND SUBSCRIBED BEFORE ME BY THIS 6 DAY i� HEIDEWOtFOANG 17 NOTARY PUBLIC NOTARY PUBLIC•8T.!:,,7 Cr FLORIDA MY COMMISSIC'.' 26,2003 COMM1S5101i NO.CC387712 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: Cc 11 4F D I s F r F f OWNER:_ _ 1= s •t c C' 03 [ r]' 1. Determine Occupancy Classification of the structure. Select occupancy classification n which most accurately fits the use of the Building. (Chapter 63) 2. Determine actual physical properties of building. [ ,k' a. Determine building area each floor. (Area definition Chapter 132) [X b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 62) [ d. Determine building height in stories. (Story definition Chapter 132) [ e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [ f. Determine percent of exterior openings per floor. ["Jr 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) [ a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [.� b. Check allowable height and area increases permitted. (Chapter 135) 4. Check detailed Occupancy requirements. (Chapter 64) 5. Check detailed Construction requirements [ a. Fire Protection of Structural Members (Chapter B6 &Table 8600) [ b. Fire Protection Requirements(Chapter B7 and Table B700) c. Means of Egress Requirements(Chapter B10) [+�] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ 6. Review design as related to standards. (Chapters B16-B26) 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter 832) [ ] b. Elevators and conveying systems (Chapter B30) [ ] C. Sprinklers, standpipes and alarm systems(Chapter 139) d. Use of combustible materials on the interior(Chapter 68) e. Roofs and roof structures (Chapter B15) [ f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other Z T 0 LCITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: L cam-- C Doti—C. Ford, Buildind Official don/sb.1 NOU 28 901 07:19 CLARSON 107 P03 MAP SHOWING PLOT PLAN OF LOT AS SHOWN ON MAP OF PARADISE COVE- AS RECORDED IN PIAT BOOK 53, PAGES 82 do 82A OF THE CURRENT PUBLIC RECORDS 61 DUVAC 6OUN4Y,'Ftrlj'RIDA, F08: ASESTC43N. INC. 7 ' BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY UNE HEREON is THE SAME AS SHOWN • M ASIJ • MEWTONEO PIAT. i PARADISE COU. I. `r . `•• ; (60' KIGHT OF WAY) { 389'2.1. '01 "E" '.. : 1 50•:01 ' 10' PRIVATE LANDSCAPE : I I f§ JEA -.r. de SIDEWALK EASEMENT — — S1 EN MENT 10'X10' JEA EASEMENT � 7.0'• teal :'•'�:J: tt;' f RND- OAK N PORCH (!� TRIPLE OAK i CEDAR myAng ,.1,. . , TWIN 1AYR1t,E b Q v •.i.�.•; �". 1 .TRIPLE MYRTLE J n 10' , '•i ,:• lil r'I C' '',' I• �1 V 0 ; SWEET GUM / (� ZFINE 9:0' IL PALM 0 C �'•;i ftn Z CAM Zoe I ' /• f and 'this opprovat verms �"Nh 7.0. tad ! zoning, subdivision and ether loom land BRL t'..,. development regulations, W dog 1W oonstttute approval for the ismom Of pe mft. CMPNOMS with Florida Coto sold as olhar appNoM ?• locsi, state end Federal pentNtlng requir*m fft b b I ' Rltlet be vefittsdttM'a of the My of P+tlatlNC cj y Beech Building prior ib the 1111018#111010 of a a L. swidYtg Perth I �.5' 7 5'• Appmed ail Dlit . � 50. O M ;' ; 22 3 N0V 28 101 07:19 CLARSON 107 P03 MAP SHOWING PLOT PLAN OF LOT 2b' • LS SHOWN ON MAP OF PARADISE CC3VE AS' RECORDED IN PLAT BOOK 53•, PAGES 82 do 82A OF THE CURRENT PUBLIC RECORDS bF DUVAL` 6OUf�TY, FLRIDA. FOR: ]SESTCON. INC. a : x 8EARtNC REFERENCE: BEARING SHOWN ON RIGHT-Of-WAY LIME HEREON IS TH£ SANTE AS SHOWN T.K A861i.riii 11t tE? PLAT. 7 i PARADISE COURT' (60' MIGHT' OF WAY) r�Q x89'21 '01 "E:. Q1. 50.-61 ' 10' PRIVATE LANDSCAPE -J, 1 Y. JEA & SIDEWALK EASEMENT — — — — 81W µ I �C i EA I MEiuT 10'X40' JEA EASEMENT T". iii ZrQD: ,. ,�►►�� F- .I 7.0 Q OAK I' d PORCH ® rMN o,u< 48A' TRIPLE OAK 10.0 1110 I' , i CEDAR J. MYRTLE TWIN M*RTRE F b Q .TRIPLE MYRTLE +✓ Q W 0'�. •'TMN PCM O w `', o �, w i (J. SWEET GUM ❑ O Z 9.0' ® PINE '�1 ^ •{: PALM O City of Aftnuo Beach z Pbinning and zo" oepstb+ent 7.0` This apprewai verfMs eoe wMh a?L toning, subdivision 8#W other West land � I development regWations, bnt do"tat oonsUhtle I �:'; • . approval for the issuance of permm. Complisnoe ?' with Florida Building Code end ON~applicable o Q,. o I �' local, State and Federal permitting requirements N must be verified by s ature of the City of Atlantic I' 8sach SulWing prier to the of a .. I, ,',.5 . '7Z' Bumdkg Permit. , 1 Approved By, 'q mmun eve pmen rector �1 89'03 t �" Bate: 50. • �: {� , 22 vc+�-rwtco nn. San ll, HK 5�19PM BESTCON, Inc. No-ons P. 2 Hook 10afia payee 1a96 1p(4q LQ NOTICE OF COMMENCEMENT To whom it may ooncern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the fallowing information is stated in this NOTICE OF COMMENCEMEN/T� `"i? ,, ,� ; Des(Wiption of property: gO6 / .P_/ _r�i.�'� C. atj- "'�'" Lot 20, PARADISE COVE, according to the plat thereof, as recorded in Plat Hook 53. Pages 82 and 82A, of the currant Public Raaords of Duval county, Florida. General desctlption of improvements: singto family imll na Owner BeatCon Inc _ — Address 2440 SouthBeach Parkway Jax Reach, Fl. 32250 ' Owner's interest in site of the improvement - Fee simple Title holder(if other then owner? - Name — Address Contractor Hest Con Inc n Ams 2440_SouthBeach Parkway Jax Beach, ir1. 32250 —_ \r]►1 Surety(if any) Address - -_— Amount ofbond$ - Name and address of any person making a loan for the construction of the improvements. Nam Amsouth Rank Address 10245 Centurion Parkwsv Jax F1 32256 Name of pemson within the State of Florida, other than himself, designated by 0,,v=upon whom notices or other documents may be served, Name Address In addition to himsel& owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2) [b], Florida Statutes. (Fill in at Owner's option). Name — Address — TRIS SPACE FOR RECORDEA'S USE ONLY — txu on His Sworn to and ` scrib boo m this e - 111111a acknowl &f oJ�rf; �3,arra. 12th a� �i ygpf DeceMbar. WWAryMAic ' erxi L. Lane NNM,► � y MMy Commission Expires: June 5, 2004 W p," ^.. o0w�e4oMNUMw G4WfK0 .. '�Mrc!�M14a0N EUPeai V /het Ver ./�t�r V (� CITY OF_ jj�� j/-�.,p�,��4 4a& BeacA Office of Building Official ,-y� j I REQUEST FOR INSPECTION( a7 3q o Date /i t Permit Time A.M. Received Job Address , nn�j Locality Owner's ._ 3` (VURf Name BUILDING ` CONCRET (' LUMBI 'CHANIC�1' `1�1- Footing LT ng ❑ Air o Re Roofing /❑ Slab Temp Pole Top Out ating Insulation ❑ Lintel ❑ Final ❑ Sewer G��1` -Fire Place ❑ Pre Fab READY FOR INSPECTION �4j8�'dw1, Mon. Tues. Wed. Thurs. rids P.M. A.M. Inspection Made RM. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date �/� CITY O//F Office of Building Official C REQUEST FOR INSPECTION Date U 2__ Permit o. / Time A Received M 0 Job Address ocality Owner's , $ Name �`� fC_�� Contra BUILDING CONCRETE ELECTRICALPLUMBING '` MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Roughv ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION Mon, Tues. Wad, Thurs. Friday ' Inspection Made A.M.PM, Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF 4&4si4-0 1. e"A-*doUja 6— Office of Building Official rp') ,;( ,f' REQUEST FOR INSPECTIONS Date Permit No. 23Z,; Time A.M. Received l Job t Addr s, n f —i.Reality Owner's /fL MAR R 13 BUIL G CONCRE �►�/�{ Fit WMBING �C�HA.N�ICALL aming d� Footing �fllfl ❑ A� Re Roofing 11Slab Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ C ��, READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday R.M. Inspection Made PM. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF Office of i�dlnficial REQUEST OECTION Date Permit No. Time A.M. Received __P.M. �0 a x Ct Job Address Locality Owner's Name Contractor BUILDING CONCRETE LECTRIC PLUMBING MECHANICAL Framing ❑ Footing ❑ ring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIONThurs. -PM- I �i, Mon. Tues. Wed. Friday P.M. I�2 Inspection Made P.M. inspector Final Inspection ❑ Certificate of Occupancy ❑ Date