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114-116 SEminole Rd (vault) -, JOB ADDRESS /1`7 - //1 S -L J2ok TYPE WORK �C.> ,®i• �yG PROPERTY OWNER Jj,,I2244.t. I2 Imac SZ TELEPHONE - 9 7/ CONTRACTOR - TELEPHONE ,/6,3- /05-6- / ' ' ' Ar PERMIT NUMBER I � DATE a -a - o o INSPECTIONS FOOTING ,2- /( - o O SLAB /oA3 n TTE BEAM LINT•Ia NAILING/SHEATHING. •1 � ° FRAMING/CO UP (, ti 6/Rleet INSULATION FINAL BUILDING 8- • CERT=CATE OF OCCUPANCY g-_ t k -O ` 2,a,/g Q a -573e 7e-6 —Woe L/i/°- ,f- SGB:vo F7.ECTRICAL PERMIT'# /96 6 7 3 //02-6-e-0 9 GC, INSPECTIONS ROUGH ro/x/0-0 /f34i a FLVAL g- (I -6° MECHANICALPERMITh l 9 ' - i9 g9� INSPECTIONS ROUGH � � /613 E /81/.AL -i t FIN 3 t14 — ji4 PLUMINGPERMIT'# 'I' c, 6, 5-7 3 /2/a-0-e0 l 9 5 7 3/.2/v e cro INSPECTIONS ROUGH/UNDER SLAB 3/3/o a TOPOUT 4/f/o-t WATER/SEWER FINAL - It—(bo NOTES: 631aM ,D - J� �� x CITY OF ATLANTIC BEACH A j 800 SEMINOLE ROAD J` ATLANTIC BEACH,FL 32233 . 01A41-41 INSPECTION PHONE LINE 247-5826 j tJiil>' INSPECTION EMAIL REQUEST: Building-dept @coab.us Application Number . . . . . 07-00001587 Date 11/21/07 Property Address 115 SEMINOLE RD Application type description RESIDENTIAL OTHER Property Zoning TO BE UPDATED Application valuation . . . 2000 Application desc REPLACE GARAGE DOOR Owner Contractor CHRIS DANSER OWNER 1210 SEVENTH STREET NEPTUNE BEACH FL 32266 Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 00 Plan Check Fee . . . 00 Issue Date . . . 11/21/07 Valuation . . . . 2000 Expiration Date . 5/20/08 Special Notes and Comments WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Fee summary Charged Paid Credited Due Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rS '' � CITY OF ATLANTIC BEACH PERMIT r \5" , .IT�D G / Z I G DEPARTMENT APPLICATION # 01,g , 800 Seminole Road Atlantic Beach,Florida 32233 O 7 e1 Dr (904)247-5800 `` (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT' Y N PLA1TNING Property Address: //.5 S n)1.77/3 1.77/3 A. JL p d 2 0 BUILDING Y N PUBLIQWORKS Applicant: 0 Ode 0 Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: 9 �' C f. q 17OO 6 Y N PUBLICITY u) APPROVAL w o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w cc Y N D.E.P HUFSTETLER Q� cc� Y N S.J.R.W.M. CARPER ai _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INIT/ : DA E: 0 0 1ST REV 0 / / / _ PLANNING BUILDING/ 0 0 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 0 0 3RD REV 11 C Return this form to the 'i:!lidding !1 epaatment once you have entered your c,,mments into the AS409. / CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 !'_ ..�.. i OFFICE:(904)247-5826•FAX NO.:(904)247-5845 Ji BUILDING-DEPT @COAB.US -,_i_2- BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 3.SQ.FT.UNDER ROOF /v� 115'.Gin/NO ig /�C!/Atlantic Beach, FL 32233 c: 600 - O D Af/A 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION I RESIDENTIAL LOT BLOCK SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: / ` ❑JAL TERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLE G /ACS a.,< L .b604. L�J REPAIR ❑POOL/SPA ❑YES /� g ❑MOVE ❑OTHER ❑NO r PROPIERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: A i '-G. 06 V 16.NAME: 0 Ni Z 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: //,‘-' d `m / D �� Rd • 18.ADDRESS: // p a i / 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: f 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 1 3,,GO g- 3 33 - O/ O 3 21.CELL t rn ! 29.CELL PHONE 14.E/EMAIL ADDRESS: 22.EMAI ADDRESS: 30.EMAIL DRESS: FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs,Wells, Pools,Furnaces, Boilers, Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR XIf Age rover of ttorney or Agen Letter Required) (Qualifier Only) Signed: Date: ) Signed: Date: Before me th' ay of HQ ,2007 in the county of Before me this day of ,2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. r l true and accurate. Notary Public at Large,S .-of -L ,Cou. 4, V • v Notary Public at Large,State of ,County of ❑Personally Kn. n ,�A ❑Personally Known ❑Produced(dent " ati,40- _ __ ❑Produced Identification- Notary Signature: ,a v`14. �'/�!, Notary Signature: Notary Public, 6tft e • f lo;da 0 I`. , : -My Commission Expir- eb 14,2010 ' - ,Ss= Commission#DO 518533 Bonded B Na'ional Notary Assn. COAB FORM BLOG01:REVISED:11/6/2007 I r r CITY OF ATLANTIC BEACH u " OWNER / BUILDER AFFIDAVIT `wdli379r I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. //6 .�L"ti't412- Iii 4o I 333 - 010 3 AD PHONE UMBER A yC RIB .I.G & _ O.A ' 1 rit•�vto�4PAr 4_ Ate. 1 41 /l 02 v q SIGNA U'T ' % DATE Before me this— Qd day of ALP Q ✓ ,2007 in the county of Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. Notary Public at Large,State of ,County of ❑Personally Kn. . � — -" - - _ - CI Produced Ide • ratio I :•„ SHIRLEY L. GRAHAM `;ar n� ?r.--A . Notary Public-State of Florida / i l�� `' My Commission Expires Feb 14,2010 ' Notary Sign- • -� A. , F�;".d'° Commission#DD 518533 Bonded By National Notary Assn. I COAB FORM BLDG07;REVISED:8/14/2007 11/19/2007 15:07 FAX 904 475 9682 Competition Door lJ0002/0002 NOV-19-2007 14:29 Frcm:CLOPfIY EVALUATION ENTITY MANUFACTURER Gary Pfuehler,P.E. Product Evaluation Report Clopay Building Products Company 5665 Greiea Oak Court for Florida DCA 8585 Duke Blvd. Fairfield OH 45014 Mason,OH 45040 Evaluation Reeport 11 4300W6-18 513.770.4800 Statement of Compliance; The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown.Based on the testing and rational analysis detailed below,this product is evaluated to be in :ompliance with the following provisions of the Florida Building Code: ®Outside the HVHZ:Wind Loads(tested in compliance with PBC 1714.5.3.1,ref.ANSI/DASMA 108 or TAS 202) Cl Inside the HVHZ:Wind Loads for HVHZ(tested in compliance with FBC 1714.5.3.1,rat TAS 202). 1625 Cyclic Tests for HVHZ(ref.TAS 203),1626 Impact Tests for HVHZ(ref.TAS 201) Descrip'ion of Product: Double-skin Insulated(exterior skin 27 ga.mitt.;interior skin 27 ga.min.) (16'2"to 18'2"wlde)WINDCODE'W6 Garage Door Design Pressures:+371-37 Test Pressures:+55.51.55.5 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 4400%6,4401W6, HDGW i,HDGLW6, yCN.7 101487-Rev09 Glazing approved per HCN-5A,HCN-5.Low head room track approved 4300Vti 6,4310W6, per HCN-126. 4'i0IW6 SP20VI 6,SE20W6, HCN-7 10148 7-Rev09 Glazing approved per HCN-5A,HCN-5.Low head room track approved S 720W6 Jer HCN-326. 6&W6,67W6,68W6 HCN-7 102062-Rev04 Glazing approved per HCN-5A,HCN-5.Low head room track approved per HCN-126. H400W6,H401 W6, Model uses horizontal reinforcement;door height does not effect H310 V16,H300W6, HCN-7 102499-Rev01 performance. 1301W6 lnstallattion requirements:Installation must be in accordance with manufacturer's installation instructions. Limite ions and conditions of rise:lambs,lintels,sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s)referenced above. Certification of Independence of Evaluation Entity:I hereby certify that(1)1 have no financial interest in Clopay Building Products Company;(2)I am an independent licensed Professional Engineer in the State of Florida;and(3)I comply with the criteria of independence as stated in 9B-72.110 F.A.C. Signature: I Gary Pfuehler,P.E. �/ Florida P.E.No 49850 CC Date: v �L 1, 1 �r y�D FILE:4300W6-1 l.REv02 FLORIDA PRODUCT APPROVAL VA 3©2 102 3 11/19/2007 15:07 FAX 904 475 9682 Competition Door a0001/0002 NOV-19-2007 14:29 From:CLOPAY o pp v ''41, m 1 a Ins it M it Illwiii ..... 61 I 1 if 111141111 8 fi11 1 1 4 ! Vo ��!� x a : ! 11 4 ;fit; , I hire i . is �� a r. @ - ' s li i 1 6 1 bli Hil Rt.,-;""1 a r i 1 1 LI ai a I ii LwR04.o03-VOW memo A R 1 i 1! . 1 igi ; iig ri ! 11— ill 0 ,i . igit 111 .. !4 1 iii Big =, . t _N VI Li N o a ri.:. ; ., 1 Jr 3, dl) a If vi li pl § 41 _ ii I114.' �- Oil x -1I 14 1 1 4 b1§6 i iiii! :!,, 1•11112 )1 1 :111 i t rfa i / e 1g;•!i `en b'- +i s a � >; a g th3:G CV a/ / 4 0 ( E ii ,, i 1 ! �g Cad by �° - 1 i s ill$i 'j it lit r g i 1 :I : i r p c }Y a a v .fig 44- ks Z_ ' siiti ill. '.•.:.4f.,iv fir.-. ,_:. '*.10 0 m �/ i pp g gel $ � g � lig1 tt •. .I NI. q ill'ell! t's f �, q 'e Q � 1-? sb� aI l!li� 6 e L -1• 1 1 l# p P ail f IlL s ;i ' i R dw L � d s .ri�hI -----li it f s i /� :z i� s$ IllMiII _ sir• • « tae s H ., I l � ±� en y M �i:A-YC IOW TIN i 1 1 s lg i/e $ 0 :iii h 1 0 1 c, t m 1 Florida Building Code Online Page 1 of 10 y Affairs /v.- rOCA HOME =ME BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ' B 110, Product Approval USER: Public User Community Aff-ai,, Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5675 ►COMMUNITY PLANNING Application Type New ►HOUSING&COMMUNITY Code Version 2004 DEVELOPMENT Application Status Approved ►EMERGENCY MANAGEMENT Comments ►OFFICE OF THE Archived SECRETARY Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield @clopay.com Authorized Signature Scott Hamilton shamilton @clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Regis Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Rea Florida Engineer or Architect Name Gary Pfuehler who developed the Evaluation Report Florida License PE-49850 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg... 11/20/2007 Florida Building Code Online Page 2 of 10 Quality Assurance Entity Intertek Testing Services NA Inc Validated By John E. Scates, PE Certificate of Independence FL5675 RO COI Certification of Independeni Gary Pfuehler.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/07/2005 Date Validated 11/17/2005 Date Pending FBC Approval 11/25/2005 Date Approved 12/07/2005 Summary of Products Go to Page FL # Model, Number or Name Description 5675.1 W3-09: 2050, Double-skin Insulated (exterior skin 27 ga. rr 2051, 2053, 4050, min.) Single-Car (up to 9'0" wide) WINDCOD 4051, 4053, 62, (see report W3-09-DSI-A171) 64, 65, DP38, FL38, 134, 135, 136 Limits of Use (See Other) Installation Instructions I Approved for use in Verified By: HVHZ: Evaluation Reports Approved for use outside PTID 5675 T Certification of IndependencE HVHZ: Gary Pfuehler.pdf Impact Resistant: PTID 5675 T FPA ResiModel Info Rev08.pdf Design Pressure: +/- PTID 5675 T W3-09-DSI-A171-Rev00.pdf Other: 1) Design Pressures: PTID 5675 T W3-16-DSI-A171-Rev00.pdf +20/-20 PSF. 2) For use PTID 5675 T W3-16-LEI-F153-Rev00.pdf Outside the High Velocity PTID 5675 T W3-16-PAN-F153-Rev00.pdf Hurricane Zone. 3) Windows PTID 5675 T W4-09-DSI-F171-Rev00.pdf shall not be used in PTID 5675 T W4-09-PAN-F151-Rev00.pdf windborne debris region PTID 5675 T W4-09-PAN-F441-Rev00.pdf unless structure is designed PTID 5675 T W4-16-DSI-F171-Rev00.pdf http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEV XQwtDgsTDgv2 o9Yg... 11/20/2007 Florida Building Code Online Page 3 of 10 as partially enclosed or door PTID 5675 T W4-16-DSIO-F479-Rev00.pdf is a replacement door. PTID 5675 T W4-16-PAN-F153-Rev00.pdf PTID 5675 T W4-16-PAN-F441-Rev00.pdf PTID 5675 T W4-18-DSI-F171-Rev00.pdf PTID 5675 T W4-18-PAN-F153-Rev00.pdf PTID 5675 T W4-18-PAN-F441-Rev00.pdf PTID 5675 T W5-09-DSIO-F479-Rev00.pdf PTID 5675 T W5-09-LEI-F153-Rev00.pdf PTID 5675 T W5-09-PAN-F151-Rev00.pdf PTID 5675 T W5-09-PAN-F441-Rev00.pdf PTID 5675 T W5-09-W-B899-Rev00.pdf PTID 5675 T W5-12-AL-F499-Rev00.pdf PTID 5675 T W5-16-AL-F499-2x2 Angle-RE PTID 5675 T W5-16-AL-F499-C channel-Re PTID 5675 T W5-16-DSI-A171-HY-Rev00.F PTID 5675 T W5-16-DSI-A171-Rev00.pdf PTID 5675 T W5-16-DSIO-F479-Rev00.pdf PTID 5675 T W5-16-LEI-F153-Rev00.pdf PTID 5675 T W5-16-PAN-F151-Rev00.pdf PTID 5675 T W5-16-PAN-F153-HY-Rev00.F PTID 5675 T W5-16-PAN-F441-Rev00.pdf PTID 5675 T W5-16-W-8899-Rev00.pdf PTID 5675 T W5-20-AL-F499-Rev00.pdf PTID 5675 T W6-09-DSI-A171-Rev00.pdf PTID 5675 T W6-09-DSI-F171-Rev00.pdf PTID 5675 T W6-09-DSIO-M479-Rev00.pd. PTID 5675 T W6-09-PAN-F153-Rev00.pdf PTID 5675 T W6-09-PAN-F441-Rev00.pdf PTID 5675 T W6-09-W-G899-Rev00.pdf PTID 5675 T W6-16-DSI-F171-Rev00.pdf PTID 5675 T W6-16-DSIO-M479-Rev00.pd. PTID 5675 T W6-16-PAN-F153-Rev00.pdf PTID 5675 T W6-16-PAN-F441-Rev00.pdf PTID 5675 T W6-18-DSI-F171-Rev00.pdf PTID 5675 T W6-18-DSIO-M479-Rev00.pd. PTID 5675 T W6-18-PAN-F143-Rev00.pdf PTID 5675 T W6-18-PAN-F153-Rev00.pdf PTID 5675 T W6-18-PAN-F443-Rev00.pdf 5675.2 W3-16: 1000, 183, 1001, Steel pan (min. 25 ga.) D 187, 52, P2GF, 128R 16'0" wide) WINDCODE® report W3-16-LEI-F153) Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +20/-21 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg... 11/20/2007 Florida Building Code Online Page 4 of 10 5675.3 W3-16: 2050, 2051, 2053, Double-skin Insulated (ex 4050, 4051, 4053, 62, 64, interior skin 29 ga. min.) 65, DP38, FL38, 134, 135, 16'0" wide) WINDCODE® 136 report W3-16-DSI-A171) Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +20/-21 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.4 W3-16: 73, 1500, 75, 190, Steel Pan (min. 25 ga.) D 84A, 94, 42, 48, 55, 4RST, 16'0" wide) WINDCODE® 6RST, 4RSF, 6RSF, 110R, report W3-16-PAN-F153) 120R Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +20/-21 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.5 W4-09: 4400, 4401, HDG, Double-skin Insulated (ex HDGL, 4300, 4310, 4301, interior skin 27 ga. min.) SP20, SE20, SF20, 66, 67, wide) WINDCODE® W4 G 68, H400, H401, H310, W4-09-DSI-F171) H300, H301 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +28/-29 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.6 W4-09: 73, 1500, 75, 190, Steel Pan (min. 25 ga.) S 84A, 94, 76, 42, 48, 55, wide) WINDCODE® W4 G 4RST, 6RST, 4RSF, 6RSF, W4-09-PAN-F151) 2RST, 110R, 120R, H73, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg... 11/20/2007 Florida Building Code Online Page 5 of 10 H500, H76, H94, H4ST, H6ST H2ST, H4SF, H6SF Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +25/-32 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.7 W4-09: G4S, GS4, G4L, Steel Pan (min. 24 ga.) S GL4, G4SV, GS4V, G4LV, wide) WINDCODE® W4 G GL4V, E4S, E4L, E4SV, W4-09-PAN-F441) E4LV, SS4, SL4, SS4V, SL4V Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +25/-32 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.8 W4-16: 4400, 4401, HDG, Double-skin Insulated (ex HDGL, 4300, 4310, 4301, interior skin 27 ga. min.) SP20, SE20, SF20, 66, 67, 16'0" wide) WINDCODE® 68, H400, H401, H310, report W4-16-DSI-F171) H300, H301 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports • Impact Resistant: { Design Pressure: +/- Other: 1) Design Pressures: +25.5/-25.5 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.9 W4-16: 73, 1500, 75, 190, Steel Pan (min. 25 ga.) D 84A, 94, 42, 48, 55, 4RST, 16'0" wide) WINDCODE® 6RST, 4RSF, 6RSF, 110R, report W4-16-PAN-153) 120R, H73, H500, H94, H4ST, H6ST, H4SF, H6SF II http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg... 11/20/2007 Florida Building Code Online Page 6 of 10 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +24/-24.5 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.10 W4-16: C11, C12, C13, C21, Double Skin Insulated (ex C22, C23, HC11, HC12, interior skin 27ga. min.) HC13 Car (up to 16'0" wide) WI Door (see report W4-16-C Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +25/-25 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.11 W4-16: G4S, GS4, G4L, Steel Pan (min. 24 ga.) D GL4, G4SV, GS4V, G4LV, 16'0" wide) WINDCODE® GL4V, E4S, E4L, E4SV, report W4-16-PAN-F441) E4LV, SS4, SL4, SS4V, SL4V Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +25/-25 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.12 W4-18: 4400, 4401, HDG, Double-skin Insulated (ex HDGL, 4300, 4310, 4301, interior skin 27 ga. min.) SP20, SE20, SF20, 66, 67, WINDCODE® W4 Garage 68, H400, H401, H310, 18-DSI-F171) H300, H301 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: htt //www.floridabuildin or / r/ r_a dtl.as x? aram=wGEVX wtD sTD v2o9Y 11/20/2007 p: g• g p P pP_ P p Q q q g... Florida Building Code Online Page 7 of 10 Design Pressure: +/- Other: 1) Design Pressures: +25/-25 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.13 W4-18: 73, 1500, 75, 190, Steel Pan (min. 25 ga.) 11 84A, 94, 42, 48, 55, 4RST, WINDCODE® W4 Garage 6RST, 4RSF, 6RSF, 110R, 18-PAN-F153) 120R, H73, H500, H94, H4ST, H6ST, H4SF, H6SF Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Press ures: +25/-25/ PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.14 W4-18: G4S, GS4, G4L, Steel Pan (min. 24 ga.) 11 GL4, G4SV, GS4V, G4LV, WINDCODE® W4 Garage GL4V, E4S, E4L, E4SV, 18-PAN-F441) E4LV, SS4, SL4, SS4V, SL4V Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +25/-25 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.15 W5-09: 1000, 183,1001, Steel Pan (min. 25 ga.) S 187, 52, P2GF, 128R wide) WINDCODE® W5 G W5-09-LEI-F153) Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +30/-32 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg... 11/20/2007 Florida Building Code Online Page 8 of 10 designed as partially enclosed or door is a replacement door. 5675.16 W5-09: 73, 1500, 75, 190, Steel Pan (min. 25 ga.) S 84A, 94, 76, 42, 48, 55, wide) WINDCODE® W5 G 4RST, 6RST, 2RST, 4RSF, W5-09-PAN-F151) 6RSF, 110R, 120R Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +30/-32 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.17 W5-09: C11, C12, C13, C21, Double Skin Insulated (ex C22, C23, C31, C32, C33, interior skin 27ga. min.) C34, C35, HC11, HC12, (up to 9'0" wide) WINDCC HC13, HC31, HC32, HC33, (see report W5-09-DSIO- HC34, HC35 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +33/-37 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.18 W5-09: G4S, GS4, G4L, Steel Pan (min. 24 ga.) S GL4, G4SV, GS4V, G4LV, wide) WINDCODE® W5 G GL4V, E4S, E4L, E4SV, W5-09-PAN-F441) E4LV, SS4, SL4, SS4V, SL4V Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +30/-32 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 15675.19 1W5-09: RH1PW5, RH2PW5, Reserve Wood Single-Car I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg... 11/20/2007 Florida Building Code Online Page 9 of 10 RH3PW5, RH4PW5, RH5PW5, WINDCODE® W5 Garage RH6PW5, RH1HW5, 09-W-B899) RH2HW5, RH3HW5, RH4HW5, RH5HW5, RH6HW5, RR1RW5, RR2RW5, RR3RW5, RR4RW5, RR5RW5, RR6RW5, RC1CW5, RC2CW5, RC3CW5, RC4CW5, RC5CW5, RC6CW5 Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +32/-36 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. 5675.20 W5-12: AvanteTM Full View Aluminum Resid W5 Sectional Door, up to W5-12-AL-499) Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1) Design Pressures: +32/-32 PSF. 2) For use Outside the High Velocity Hurricane Zone. 3) Windows shall not be used in windborne debris region unless structure is designed as partially enclosed or door is a replacement door. Go to Page Back I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax(850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disci Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg... 11/20/2007 Florida Building Code Online Page 10 of 10 ral Veil Sign Secured http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsTDgv2o9Yg... 11/20/2007 _j • BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFIC4TE OF OCCUPANCY WORK SHEET Date Requested: g-/0-- O O Building Contractor: Building Permit Number: /4-q.-S-7-7--- 4 w Address : ° - Legal Description: Improvements to the above described property have been completed in accordance with the terms of ,the permit and is certified tc be ready for occupancy as Lowest Floor Elevation: S / • I/3 required as built * * * * * * * BEFORE ISSUING CERTIRCATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DA,,TE/N TIFIED DATE APPROVED BY Fire re N /k- Public Works -./0 -00 _6 e) T Planning S-/U -C' o � ccrn ` /l Building (O 'U U -/ O u . 4 CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern 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: 114SEMINOLE ROAD Owner: ARMSTRONG, DANE ATLANTIC BEACH, FL 32233 127 SIXTH AVENUE JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FMLY(ATT) Permit Number: 19346 Date: 8/11/2000 C. DON C. FOR , C.B. . I Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern 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: 114 SEMINOLE ROAD Owner: ARMSTRONG, DANE ATLANTIC BEACH, FL 32233 127 SIXTH AVENUE JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FMLY(ATT) Permit Number: 19346 Date: 8/11/2000 DON C. FORD, C.B. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern 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: 116 SEMINOLE ROAD Owner: ARMSTRONG, DANE ATLANTIC BEACH, FL 32233 127 SIXTH AVENUE JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: DUPLEX Permit Number: 19347 Date: 8/11/2000 DON C. FOR , C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern 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: 116 SEMINOLE ROAD Owner: ARMSTRONG, DANE ATLANTIC BEACH, FL 32233 127 SIXTH AVENUE JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: DUPLEX Permit Number: 19347 Date: 8/11/2000 DON C. FO D, C.B.O. Post in a conspicuous space FLOODPLAIN DEVELOPMENT INFORMATION Location:: 4,0 ! S Type of Development: De/b)( Flood Zone: Required Lowest Floor Elevation: Y- If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED. certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the pl. . d su...rting data ve . .n or shall be provided as required. I agree to comply with all . .plica► .rovisions o -- :T=. _ -11 and all other laws or ordinances affecting the p .po,�. .w- : t?r, Date /l- fi 9 Applicant's Signatur / Department Use: Required Lowest Floor Elevation . S As Built Lowest Floor Elevation ` 2, `(3 Survey Filed with Building Department Building Department Representative AUG-17-00 THU 12:44 PM MARVIN BANKS SURVEYORS. . 904 641_2060 Z;(401 a fil NfA P SHOWING BOUNDARY SURVEY OF- AT RJGITf ANCJLESOTUIN'E OF LOT 607,SAL A 1R 623 AND 24, OF LOT 623,AS MEASURED OF ESE CURRENT PUBLIC RECORDS 623 AND 62A,TOGETHER,Will THE EAST I 5.00 FEET OF F T TO A l0 FOOT RECORDED IN PLAT BOOK I0.PAGE 8, AND SUBJECT • ANO BEING TOGETHER WITH SECTION 1,AS TY FLORIO , OF- r' ? OF DUVAL COUNTY, EASEMENT FOR ROAD PURPOSES OVER THE WEST 10 FEET THERE m ; ELF,TA pQ+SARE EASE bg:WU AL"PDOPrIFP ReaRnFrOD irY71M City of Atlanti Beach • �/"' SEMINOLE ROAD Building and oning N. (FORMLF(70'RIGHT OF W 7 BEACH ROAD) IENO 1,1'IPIAD/DJ ENO/a'fTlruAr/ s£rril••nr+J/ RA. ,l.RrTnLlu•t"LfT aJ • - ar IUD t COW PAD CONCPAO I r r '.I' 17r Yr , LOT LL MIEN DTLOGR ..]i L°TEM S� 6 ELENA •,YI/LlI7 $ my .% ' i TM17.fr)lrr AVER NOW ti • J on?W Animus FD 2 k 6 t I I .1.1,' .^ • r77' lip i • ,a tltCL6Y1. 11N' Ater .Br •',r iF 50100' 1 :1 ' I al' FND/4•IPMA/70 ® F,Daa°ltrrarD) LEC,tNDlAMM ♦ •.•d �(1,H'Itl LOfaQr QMSE T F R r� CRAW CE LOTlIR - R8 AVOV LOl!'f roJMOTrv4I'ATRit „'EA,TEbEYJ/T/R � 11'M CENTERTTANGENCf R/w' RIGHT°TWAT IOADfY/lA9lt6T roc Porte ON WOE EA. ceNrERLtvs Fnz. BUILDING REETRICTRA 1 N. NO- NO VaNTIIN1TlON LOT ON A CENTRAL ANGLE R RADIOS A ARC LENGTH V NOT TO SCALE AU .,LINE _ Ii_._-.--...--.---" .-- lH�fRL°dJ'[..---r MEN A.SP'UlTA �• -- MARY A BANKS MSTAN E7CAV777 rFATSONLF EDIEP�PA.; gRSYAATER/cAN77TLETAtSVRANCF,CCl-NPANT ORS,INC THAT THIS SUMTME£TS 1J/EMINIAWIITECH TECHNICAL TANDAAWAS.v' SUR 1Y]RTNBr TN WOO OFPRG,F£fSJONA(LrADSt/RPEWEI. JBf6 MANGROVE AVENUE JACA5O.V'JLLE,FL 11146 PURSUATroser JON duel FLOR/DASTArUl6SANDCHAP d TF /94161-2510 FAX /_10(9O� 60 Q/GTdFbORJAI OADN37RATfE coot Q / /.L/ - 41"1 1 NOTES MANISA NRINDJArS0101E fYAfXF7nE Y AS QEJTACET//NDFAl //iXRJ PAA7L A7 ..�lMD FLOR/OAREG/ST6REDSUlPZRR5IN ARKS LINKS MJ DAN£D ar7-r DATE 7-10'1000 RCfRWO0A7Y/eIWS£OS SCALE /'.10' TINSTIAUTPOLT r£l R:RAD IN TNE KILN'Et-MEOW'? AF CILTRTESON JC�Q NO BOW TN/SCVUNO: rXSRAP£ParxsMR DETERMINE°nvd5H/P OILlti NG,ND OA — AUG-17-2000 THU 11:48AM ID:247-5845 PAGE:1 A• ;r(- ass_. /5 1 � ( `t6 CITY OF r G�,L �6 Office of Building Offici I 6-1--914 7 �J'('/ REQUEST FOR INSP TION L /9 G 7 Date v � 0 . Permit No. /? rP Time A.M. • ,' / Reced // PM. /' og,„ Job Ad. . — Lo — Owner's / Name or 1 _ A ontractor 6. BUILDING CONCRETE ECTRICAL r ECG•Framing ❑ Footing Roug ,, •. ❑ and. & ❑ Re Roofing Slab • Temp Pole ❑ Top Out Heating Insulation Lintel • Final ❑ Sewer _- Fire Place ❑ Pre Fab READY FOR INSPECTION �y AM. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Ma.• P-— j,�� *.M. •Inspector ��WI �nallnspec�� ' P' i ica e o •ccupan. Date CITY OF r411a tic Beach-I /9'11 S-1 -i-1 Office of Building Official /� REQUEST FOR INSPECTION Date — �--L/ 0 / Permit No. Time A.M. Received / P.M. c, /c' c�/!�a ac-/ Q ' ' 6:1)90.3� Job Address 1� ocality Owner's Name —/L—/4.4.4, Li Contr. tor �L� -=� -�La� BUILDING CONCRETE 40, ELECTRICAL PLUMBING / MECHANICAL Framing ._ Footing ❑ Rough Wiring ._. Rough ❑ Air Cond. & Re Roofing 0 Slab ❑ Temp Pole E Top Out ❑ Heating Insulation LI_ Lintel 7 Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. Inspectio de (--) —P1Vf i Certificate Insp ctor Final Insaection of C Occupanct QC la / Date ,_.J 0 NOTICE TO: Water Department FROM: Building Department DATE: ----L �— —�- _ 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 A dress ERU Number /74" /1 1470,4 /9447 //6 sz‘L442,&,060, Sincerely, C4t. Pat Harris Building Department CITY OF Atticurtic Veael - 9Gvuda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 - �11 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE 8.' 12-00 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 /6/666 /19 Le Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT 4 CITY OF TAAII4 tiC Beach-n&v icla Office of Building Official REQUEST FOR INSPECTION r/ Date / 7I 0 d Permit No. / 93 `417 Time APM..M. Received — ,, 6,Job -. ress 4YbVL1 /L( ,cality Owner's ,/1 Name f / Contractor d BUILDING CONCRETE ELECTRICAL PLUMBING MEC-ANICAL Framing ❑ ooting A Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION taiP Mon. ) Tues. Wed. Thurs. Friday ' p( /� , Q O A.M. Inspection ade P.M. _'�� Final Inspection ❑ Inspector i _/___. ==�/,/�, Certificate of Occupancy❑ Date 'r i r ,? CITY OF ette)))9 /Ulan& Beach-iflottida Office of Building Official CP REQUEST FOR INSPECTION Date 6 /s -0 U /9),3 �� Permit No. Time A.M. / Received P.M. // a 1 , /' / / / V_//� Job Ad. ocal _ Owner's p ' / 1 Name / Ail _� A_mil Contractor ■ CONCRETE 4 LECTRICAL PLUMBING 4=111. MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation � Lintel El Final ❑ Sewer ❑ Fire Place ❑ )Z...4, Pre Fab READY FOR INSPECTION Mon. 0\ Tues. Wed. hurs. Friday �1 I7� _ ection M-. i i Qr i�'-.--f)-2444"°+—",- Inspector �Ir/�/ '`%7/� Final Inspection ❑ Certificate of Occupancy❑ Date \no/ W CITY OF �4tl B -Ili , 1 g34r-a Office of Building Official / ig657- p REQUEST FOR INSPECTIOI6V 1palo(,7_� Date lV - ' iVI—\ Permit No. �N ^J` Time A.M. Received PM. ;/� sF�,,J c "0 Job Address Locality ? Locality Hame Owner's /e/'� S / if 6/C9 6 ,Contractor � '--49/0 r��7�_ (gt ILDING) CONCRETE ELECTRICA P MBING 9 Footing El Rough iring/k<- Rough C Air Cond. & Re Roofing ` ❑ Slab ❑ Temp Pole ❑ Top Out X Heating Insulation ❑ Lintel El Final ❑ Sewer ❑ Fire Place E Pre Fab� READY FOR INSPECTION M Wed. 1 G �� Friday Inspection tv�d� 19 ` • - P ' PM Inspector ■450r Final Inspection El .i/Zf_e___-, ----' Cert ificate of Occupancy LI Tig-rfilL661-g.40- Date U CITY OF - I I U ci I -/v\ // Q c� \ .� B _ ■ ' q' k‘ , 111140fic Official = _1?3�� Office of Building f REQUEST FOR INSPECTION��'�' 1Q6(96 o Permit No. Date U A.M. Time P.M. A Received (f� L Locality r Job Address .S a �h S %eQ�� .. actor �—L Owner's PLUMBING �" Name Air Cond.& CONCRETE , mg 0—Heating ❑ BUILDING ❑ •• ❑ Top Out Fire Place Footing ❑ Temp Pole ❑ Sewer Pre Fab r n9 ❑ Slab ❑ Final Re Roofing ❑ Lintel Insulation READY FOR INSPECTIO Friday 0 ie71 el Wed. nal Inspection ❑ Inspection Made r'- /fr, cnalfInste Inspection Occupancy ancy❑ f'(?- 1-- -- ,Xfrib'-‘; C.iik.Inspector Date • CITY OF 411cadic Bed-llana a Office of Building Official REQUEST FOR INSPECTIO /C/ ci� 3 °� ,9' 7 Date �� 3 Permit No. Time Received t/ C Address/ / 4- s i ' Job Locality Owner's ( /� _ 'c �y Name �L4-vc Contractor /�..v0 i�vl.",�. `� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel Final I I Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. 1------ 4767 P1 � A.M. Inspection Made PM Inspector Final Inspection ❑ Certificate of Occupancy il ✓�7// CAJ51—S Date CITY OF I nn L/ ntic each-Yt�nJ Office of Building Official ry REQUEST FOR INSPECTION 113 L' Date v ' /1 _ ' ' / 7 3 Permit No. Time A.M. Received /l/ / //9 5 e--• Locality Owner's n_^` - �9' rD�` 7 Name Contractor J' 5 7L 2--- BUILDING CONCRETE ELECTRICAL PLUMBING MECI4ANICAL Framing ❑ Footing ❑ Rough Wiring C Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made V " J v—� P.M. Inspector G2...-vC2 0:c---/-4-156- Final Inspection E. �/ Certificate of Occupancy 1 a-z..._ &err,`G.9-.:4-9- v Date • CITY OF. . . faradic /each-4 &uQa Office of Building Official REQUEST FOR INSPECTION /9 3 7`e Date 6— / $1 ' O d 7 3 [� 7 Permit No. / Time A.M. Received PM i/4. 4 //z/ ze'4,0 Job Ad ress Locality Owner's j� 00.....v. �.c,�. Name !7 Contractor Ai f s 7. 6 5 C BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough 9 ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday PM. Inspecti• Mad- AP — ®0 A.M. _ P.M. Inspector ,_ �� `��/ �� Final Inspection ❑ � C.�--�L� Certificate of Occupancy ❑ / z 3��``/ J Date &A)1 -e TRANSMITTAL DOCUMENT FOR JEA DATE : l9 - 0 C The following permits have passed "rough" inspection: Permit No . Address / 66 6 • •• /- 9 667 1/1 i/1uuJ-4o ,11=.:.0sex'.:=die`::c4"• 7.±:crzS'3 ' cz=11=iaaNzzacc.:."ieY zi:tt3_ Please a da'c :our recc_�s accordingly. 4111r/gd/C/-- - BUILDING CLERK t�JL I CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH Iyt1-1 .i . . °.ii'_ "L. 800 SEMINOLE ROAD-ATLANTIC BEACH. _ - ,EL. 247 ..v.: -4. oct Permit Number: 19092 Address: 1/6 SEIVIINOLE ROAD Permit Type: MECHANICAL ; ATLANTIC BEACH, FL 32233 Class Ran Ia�s of Work: NEW � Township: Range: Book:9 Proposed Use: DUPLEX I Lot(s):623 Block: Section: Square Feet: Subdivision: SAL T AIR Est. Value: Parcel Number: improv. Cost: .. Weit Date Issued: 4/17/2000 Name: ARMSTRONG, DANE Totai Fees: 59.00 Address: 127 SIXTH AVENUE Amount Paid: 59.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/17/2000 Phone: (904)241-9271 Work Desc: INSTALL CENTRAL HEAT AND AIR g$a;77, rn.+6 ?a,. ....: - FP !C 4',If, BEACHES HEATING, AIR-CONDITIONIN PERMIT 59.00 t. T � x '"S" .-�, ROUGH MECHANICAL FINAL NOTICE— INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $59.88 14 Date: 4/17/88 01 Receipt: 8858287 I I CHECKS 1884 88188883221888 AT NTIC BEACH UILDI G DEPT. CITY OF ATLANTIC BEACH L , iGAL PERMIT CCTnl'Oi C ROAD—QT`ANTIC BEACH F 1""_TCI . 247_5826—FAX: 247-5877 Address:Permit Number: 19891 Add : 114 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) L ot(s):823 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: k . OWNER; OBI+ .. _..: Date Issued: 4/17/2000 Name: ARMSTRONG, DANE Total Fees: 59.00 Address: 127 SIXTH AVENUE Amount Paid: 59.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/17/2000 I Phone: (904)241-9271 Work Desc: INSTALL HVAC BEACHES HEATING, AIR-CONDITIONIN PERMIT 59.00 I � " ;a , ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FORVIQLATION OF APPLICABLE PROVISIONS OF LAW. $59.88 14 �w-- Date: 4/17/88 81 Receipt: 9859287 CHECKS i ATLANTIC BEA H BUI SING DEPT. 88188883221888 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, Ill, and IV. I ILL —SaMin�l£_ LOCATION Street Address: — Q OF Intersecting Streets: Between ` RI kic. And 5i :r1j . •�� BUILDING Sk� �• Sub-division � ✓ ----_-- --- - II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical t Contractors (Print) ( �Aehws at ` eP int Master b Name of l Property Owner cDit Al°AA/645 Y6?)&844 Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A' Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON �/r ectric THIS BUILDING OR SITE? ) C ❑ Gee—❑ 1.1 ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ig3ii(c,❑ Oil PERMIT ❑ Other — Specify - IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial eat ❑ Space ❑ Recessed C:entrel ❑ VTooe 11,10'<ew Building , AArCondrtioning: ❑ Room ntrel ❑ Existing Building PI� �r-�l� CI Replacement of existing system ❑ Duct System: Material � Thickness El New installation No system previously installed) ( �SO Maximum capacity c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g-p.m. ❑ Fin sprinklers: Number of heads ----- - - ❑ Elevator ❑ Manlift ❑ Escalator _.(number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps. Inumber) (Raeerved) ❑ Tanks (number) Remarks ❑ LPG containers___ (number) ❑ Unfired pressure vessel Permit Approved by_ Date_ ❑ Boilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT y Appp Number Unite Description Model Number Manufacturer (1) Aj ey I n___ - 0SAc� (( \1•1•1( \1•1•1 Pt Ftir■nAC)300C9° PIA?_ 15c4.•14,4 VIP( wtoINcos- MATING - FURNACES, BOILERS, FIREPLACES Capacity Number Unites Description Model Number Manufacturer (BTU) TANKS How Many Naacinal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT --- Applicant to complete all items in sections I, II, Ill, and IV. I. /i? � � – R� LOCATION Street Address: �Lt ------- �j f R OF Intersecting Streets: Between i �a�*s L And setAr�` `c BUILDING Sub-division Si01At _-_-- — II. IDENTIFICATION To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) 9 ^1^Aes p Contractors Contractor Master CAV.0 S[ r007� Name of ^ Property Owner• \ N("\+2. 011 0-415 Signature Signature of Owner �+ Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A• Typo of heating fuel: B. / THIS OTHER CONSTRUCTION BEING L.--/ ^Ey a�ictric THIS BUILDING OR SITE? [r ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION /6, L`7 ❑ Oil PERMIT J 1 ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTAU.ED NATURE OF WORK (Provide complete list of components on back of this f ) It,/Residential or ❑ Commercial ❑ Heat ❑ Space ❑ Recessed Central 0 Floor LAY New Building Air Conditioning: ❑ Room antral 1_] Existing Building '(^ i 1 Replacement of existing system ❑ Duct System: Material Pity Thickness "'' .� JC/ a New installation tHO system previously instaiied) Maximum capacity ' c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g P•m• ❑ Fire sprinklers: Number of heeds ❑ Elevator ❑ Menlift ❑ Escalator _ —(number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) O ❑ Tanks .(number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Permit Approved by Date_ ❑ Soilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving roving Number Units Description Model Number Manufacturer ( rtu) Mersey a 9c1t'N,N(av3(.004* tAS v' I 1 Nekkav IhPef.-dodo INog g t8kc.. HEATING . FURNACES, BOILERS, FIREPLACES Capacity Approving Number Units Description Model Number Manufacturer (BTU) Agency TANKS Row Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency AA11�� /CITY OF nn' /_ 4IIa dd /3�-4l Office of Building Official REQUEST FOR INSPECTION q- « --0 / ‘ Date Permit No, f Time A.M. Received n Received P.M. / (21:r Job -:dre• ._ ocality Name r s A Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHVIICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab k). liW� A_ e = ? , EADY •R INSPECTION AM. Tues. Wed. Thurs. Friday — A.M. Inspection Made ' Irk _ P.M. �� j� Final Inspection ❑ Inspector -y `- Certificate of Occupancy❑ Date area ❑ Aouedn000;o are0l;lua3 ❑ uolloadsul lewd Aiara% " i' �I ioloadsul 'nd dilv,i uolloadsul .n.V OPAepud sing± 'paM 'eau 'Lion NOIJ.O3dSNI Hod ACIV3H clad aid ❑ weld 8Jld ❑ MAWS ❑ leUld ❑ Pion ❑ uolle nsu 6ulreaH . 1 leo do a o dwa I I 1 ❑ I d 1 ❑ gelS ❑ 6ugooa a}J ❑ V 'puoa J!V U6noH ❑ 6uu!M g5noa ❑ 6ullood ❑ 6ulweid 1VOINVHO3VJ J IBINf 1d /I 1V31H10313 3131:13NO3 maims JoloeJluoo aweN / / ` s,,aumo Allleoor , ss4p of er-aQZ,P ,. 42 11 — ¢, l/ n d panlaoad 'W 9 'V awl± t_e -9�9 b/ oN llwJad i�/T w^7`g area NOI1.33dSNI lIOI 1S3f1031:1 (� Z) /3?"769-rflaff °711'71t# IemowO 6u1P11ne ;o aa!4O JO A110 �, /CITY OF ,4IIa is aeach-1 Office of Building Offici REQUEST FOR INSPECTION Date 3 - L�//� -00 Permit - 97 Permit No. Time A.M. ` / Received PM. /1 � ♦- , ' .....,er_rt.}.0 dress dr Locality Owner's I I / . ��/ Name Contracto BUILDING CONCRETE U ELECTRICAL PLUMBING i'l CHANICAL Framing ❑ 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 A. . Mon. Tues. Wed. Thurs. Friday r.M. 6 067 A.M. Inspection Made, PM. Final Inspection 17 Inspector Certificate of Occupancy ❑ Date - - r��`� �' - _.,-__..r.,-._._. PEOPLES FIRST COMMUNITY BANK 4 5 3 3 PONTE VEDRA BEACH,FLORIDA 32082 3-922,'2632 ARMSTRONG PROPERTIES INC. 13 558 34TH AVE. S. 904-241-9271 �^� p� 9 Akio BEACH, FL 32250 Siv+ PAY TO THE /! G . �FyCf ` '1 $ ‘7.29,f°-044 a-e-Lici-01--A ORDER OF L ,� A � ��` ^. DOLLARS } /4:' f,41._ _ t2- `� -00 t 30.01 _i MEMO T 11'001-, S 3 30 1: 263 290 2 201:000000 1, 40 508 71r•• .1'00006 7 2980.1' - • .49 . _ • • . • - �-3 - � Cam- �-- ea...107-LTASXACD(....0Ck: , C . • • • • • CITY OF N_ 29645 ATLANTIC BEACH FLORIDA tt � p7,a1 `I- °u 19 NAME Ca/huatlinN PiLtreti. ADDRESS CITY ft/pi, t)U P/t'“'"-C1( r?�.1� /45 33 pb4-1J- 1q3/4c L 193(n 33t 90 33(4,30 � ,�ob 33t��q 6,1C Db I_ boOO- 3(9. 4 a '10(4 Operator: STHIES Date: 2/24/08 01 Receipt: 0037206 T,ptal P �r��4 f�H�b.�`j When Signed, Dated and Numbered, This Becomes an Official Keceipt Received Payment MAKE CHECKS PAYABLE TO CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION I LOCATION INFORMATION Permit Number: 19667 Address: 116 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: DUPLEX Lot(s):623 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: _- Improv. Cost: OWNER INFORMATION -- Date Issued: 3/06/2000 Name: ARMSTRONG, DANE Total Fees: 45.00 Address: 127 SIXTH AVENUE Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 (904)241-9271 Phone: _- - — -- - Date Paid: 3/06/2000 Work Desc: CS2/0 150AMPS 1PH 3W 240V 1 1/2 RW ALUM NEW RESIDENCE CONTRACTOR(S)- -2: :APPLICATION FEES BROOKS & LIMBAUGH PERMIT 45.00 • ,.. - _ Ins• ions-Recjuireclf ' ,tt, ROUGH ELECTRIC 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. - ---— f45.@@ 14 ..� Date: 3/@6/@@ @1 Receipt: 8839392 Lc).— --- CHECKS ATLANTIC BEAC BUILDING DEPT. @@1@@@83221@@@ 12 7 @5 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax 247-5877 ELECTRICAL PERMIT - PERMIT INFORMATION' r L OCATION INFORMATION Permit Number: 19666 Address: 114 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):623 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION V - Date Issued: 3/06/2000 Name: ARMSTRONG, DANE Total Fees: 45.00 Address: 127 SIXTH AVENUE Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 MPS 1 PH 3W 240V 1-1 Phone: (904)241-9271 Work Desc: CS2/0 150A Date Paid: 3/06/2000 /2"RW ALUM - NEW RESIDENCE . APPLICATION=FEES BROOM .._- - "C01�TRAR(S) TIC:: _ ._ KS & LIMBAUGH PERMIT 45.00 • - <, .,."- - —.�.._.. ,; Inspections Require. !" -,7;. - ROUGH ELECTRIC F: 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. a I 1 $45.88 14 Date: 3/86/89 81 Receipt: 8839392 CHECKS 12785 ATLANTIC BEACH UILDI PT. 08100003221080 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT fq 6 6 6 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— q, 6- 19 1 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 ACCORDAN WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. r \ I'lli , ,v , 1,1 vidlihti; ' 31,,, ELECTRICAL FIRM: MASTER E ECTRICkA SIGNATURE JOURNEYMAN Pi3 #>�� ADDRESS:1 I 1 ))J/) , 7 i(, ' 4FD BOX NAME _ BLDG.SIZE BETWEEN: RES. (4-"K APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ('OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW (it,) INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS 1 5 COPPER ( 1 LUN f'' 1 f ` j�� // ?� Jr.SWITCH OR BREAKER / 5 V AMPS / PH 2 4OLT • RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT _ RACEWAY FEEDERS NO. SIZE NO. SIZE •NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0•100 AMPS OVER APPLIANCES I BELL TRANSF. ._ AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MIS al,L S ��% ,!i j/ ��j�� iFM ■ � TRANSFORMERS: UNDER 600 V. I OVER 600 V. NO. KVA I NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN . FORWARDED TOTAL FEES • • • CITY OF ATLANTIC BEACH, FLORIDA 1 Qb Approv.0 by I APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 3f4 196 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 WIT- THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. IF A CITY pit ilit a )1) oto . ELECTRI L FIRM: ASTER ELECT" ICIAN SIG ATURE JOURNEYMAN , �� NAME _ )DDRESS:./ i °It - 1 - RFD BOX BLDG. SIZE BETWEEN: RES. ( APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW ( Z1"---- OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( I TEMP. ( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW 1 INCREASE ( I �REPAIR ( 1 FEE CONDUCTOR SIZE 0 AMPS / CE' COPPER ( 1 ALUM S SWITCH OR BREAKER J 5D AMPS i PH f W 2�l/VOLT RACEWAY EXIST.SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _ CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS OVER APPLIANCES I T _ BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 I OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PHS MISCELLANEOUS I . a // i .-I LiAi f' i ,d loo .-. /47y-- , TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES 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: 19656 Address: 114 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):623 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: OWNER rov. Cost: p NERINFORMATION `- Date Issued: 3/02/2000 Name: ARMSTRONG, DANE Total Fees: 57.00 Address: 127 SIXTH AVENUE Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/02/2000 Phone: (904)241-9271 Work Desc: INSTALL PLUMBING IN NEW RESIDENCE CONTRACTOR(S) ._ .. - ,APPLICAMONFEES JAMES JOLLY PLUMBING PERMIT 57.00 ,° Ins ectionsRe ;.,_ UNDER SLAB PLUMBING SEWER/WATER qu�red= TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $57.88 14 Ce,„ Date: 3/83/88 81 Receipt: 8838734 NTIC BEAC BUILDI EPT. 88166883221888 2631 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: fi ,c`m 4 /6 C( 1 OWNER OF PROPERTY: a/1,,,) ✓Or TELEPHONE NO. PLUMBING CONTRACTOR J( s J p f/) CONTRACTOR' S ADDRESS: //J e 4,4 G / s fee/ V Q X 49(' STATE LICENSE NUMBER: C�COigg3'J TELEPHONE:a4 VL23 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED 1 SINKS SHOWERS 3 LAVATORY / WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER / WATER REPIPE OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: / SIGNATURE OF CONTRACTOR: 41 'At , 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION 1 LOCATION INFORMATION Permit Number: 19657 Address: 116 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: DUPLEX Lot(s):623 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION £ { Date Issued: 3/02/2000 Name: ARMSTRONG, DANE Total Fees: 57.00 Address: 127 SIXTH AVENUE Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/02/2000 Phone: (904)241-9271 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTOR(S) _, , °;* -7-:'::_ °.r.,,,----,7_ , . a; . APPLICATION-FEES ICATION°FEES 1 JAMES JOLLY PLUMBING PERMIT 57.00 s t s ", ?. '� :149 CitspectiOR Rceci - -- . f' -Z. . UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. (57.88 14 ti_ c.- Date: 3/83/88 81 Receipt: 8838734 ANTIC BEACH UILDING D T. CHECKS 2631 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /1 (D SC /(.) Dc v► OWNER OF PROPERTY: qTELEPHONE NO. PLUMBING CONTRACTOR J Q y,.,�S dc)/// ,///I n G CONTRACTOR' S ADDRESS: /10 ,5 ,f)/ 6W/4 j Kin (f q.\C 49C STATE LICENSE NUMBER: C'-PC (./VaoD TELEPHONE: 00 57‘,.73 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED / SINKS SHOWERS 3 LAVATORY / WATER HEATERS c) BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS ' SEWER I WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: / itigg r ' 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION Book 9536 Page 818 /\\// Neil 2000027106 Book: 9536 Pages: 818 — 819 Filed & Recorded 02/04/00 03:15:37 PN HENRY W COOK t1 CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND $ 1.50 COPY FEE $ 2,00 RECORDING $ 9.00 [Space Above This Line for Recording Data] PERMIT NO. NOTICE OF COMMENCEMENT TAX FOLIO NO. RE/1170602-0000 State of Florida County of St. Johns THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. (V DESCRIPTION 623, PLAT OF(Street address, if available) according to plat thereof l'� as recorded in Plat Book 10, Page 8, of the current public records of Duval County, Florida LEGAL DESCRIPTION OF PROPERTY Lot 623, PLAT OF SECTION NO. 1 SALTAIR, according to plat thereof as recorded in Plat Book 10, page 8, of the current public records of Duval County, Florida rj 0 2. GENERAL DESCRIPTION OF IMPROVEMENT Construction of Townhouse Duplex 3(a). NAME/ADDRESS OF OWNER 3(b). OWNER'S INTEREST IN PROPERTY Armstrong Properties, Inc. 558 14th Ave. South Jacksonville, Fl. 32233 3(c). NAME/ADDRESS OF FEE SIMPLE TITLEHOLDER(II other than Owner) 4. NAME/ADDRESS OF CONTRACTOR Armstrong Properties, Inc. 558 14th Ave. South Jacksonville Beach, Florida 32233 0 OREATLAND 1995 ITEM 7107L1 (9811)-FLORIDA Pao 1 of 2 pepea Oi 191 1131 • To Ord..Ca? 1600.530-9393 0816 791 1131 ' • • Y • Book 9536 Page 819 5(a). NAME/ADDRESS OF SURETY 6. NAME!ADDRESS OF LENDER Peoples First Community Bank 2305 HWY 77, P.O.BOX 2955 Panama City, Florida 32402 5(b). AMOUNT OF BOND 7. Person(s) within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes are shown below: 7. NAME/ADDRESS 7. NAME/ADDRESS 8. NAME/ADDRESS OF PERSON TO RECEIVE COPY OF LIENOR'S NOTICE 8. In addition to himself, Owner designates the person whose name and address appear in the box at the right to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration of date of Notice of Commencement (the 9. EXPIRATION DATE expiration date is 1 year from the date of recording unless a different date is specified) is shown in box at right. Arm t ng Prop.Aie r Inc. Signature eiz of Owner / / D Armstrong, re•ident NOTARIZATION STATE OF FLQRIDA COUNTY OF ot• JOhns The foregoing Instrument was Acknowledged before me this 28th day of January, 2000 b Dane Armstrong, res ent o rmstrong� Properties, Inc. by who is personally known to me or who has produced as identification. My Commission expires: sUZANNEDERRICO Notary Public NOTARY PUBLIC STATE OF FLORIDA (Seal) COMMISSION NO.CC 901287 MY COMMISSION EXP.IAN.11,2o04 WHEN RECORDED RETURN in DRAFTED BY: Peoples First Community Bank 2305 HWY 77, P.O. Box 2955 ADDRESS,CITY,STATE Panama City, FI.32402 0 GREATLAND 1995 ITEM 71071.2 (9511)•FLORIDA Page 2 of 2 pages GREATtAND• To Ordu G6: 1.606620 9393 618 791 1131 ITAT OF FISIRtAA - k bt the:and Clxlr i10om1,Dllrr� ITS OIJOERBK�NCD I "�yplin wd le au hold nods,DO 1he Optal (jt =Wral 03011"'""-%1 �t0 �pp� d ot*cult Wit*ttr"Its is Ind d ► + s 20.LL31 va�t39 tM sistta • ^ COOK Itwastags IFloal% it ao Court!Courts • I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT'INFORMATION LOCATION INFORMATION Permit Number: 19346 Address: 114 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):623 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: I Improv. Cost: 100,000.00 OWNER INFORMATION Date Issued: 12/13/1999 Name: ARMSTRONG, DANE Total Fees: 3,364.90 Address: 127 SIXTH AVENUE Amount Paid: 3,364.90 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/13/1999 Phone: (904)241-9271 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS HSF/1685 RADON/SCHG 990 CONTRACTOR S)w ..:,, ....r7' '� y�"2 =`.: APPLICATION FEES ''--: ARMSTRONG CONSTRUCTION PERMIT 690.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 RADON CAB 5% 0.25 r, CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 ' CONST.SURCHARGE 4.45 SCHARGE/ATL.BCH. 0.50 , :''';'1!4..,4..::: °ti 7,: ; ��tspections�Requtred �.-.°_ a -_ _p.::-� -: � �- FOOTING 1SLAB COVER UP FRAMING i FINAL BUILDING CERTIF/OCCUPANCY INSULATION 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. (.2 Operator: CHERYLE c"—....— Date: 2/1 0/00 01 Receipt: 0032889 A NTIC BEAC BU1LD1 T. Total Payment $3364.9@ CITY OF ATLANTIC BEACH • DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION: Permit Number: 19347 Address: 116 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: DUPLEX Lot(s):623 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: lmprov. Cost: 100,000.00 OWNER INFORMATION Date Issued: 12/13/1999 Name: ARMSTRONG, DANE Total Fees: 3,364.90 Address: 127 SIXTH AVENUE Amount Paid: 3,364.90 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/13/1999 Phone: (904)241-9271 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS - HSF 1685 -RADON/SCHG 990 CONTRACTOR(S}. = r.. r C :a N-FEES _ ARMSTRONG CONSTRUCTION PERMIT 690.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.45 SCHARGE/ATL.BCH. 0.50 .ter .. . a FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR City of Atlantic Beach REPINT "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LA *** CUSTOMER RECEIPT *** OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" OPER: CHERYLE OC DRAWER: 1 DATE: 2/10/00 01 RECEIPT: 0032892 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS DESCRIPTION OTY AMOUNT TP TM FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. PERMITS-BUILDING 1 $690.00 *14 CK WATER CONNECT.CH 1 $530.80 *54 CK SEWER CONNECTION 1 $1250.00 *59 CK WATER METERS-A.B 1 $525.00 *80 CY,, RADON GAS 1 $4.70 *71 CK FEES-RADON GAS 5 1 $.25 *78 CK WATER CAPITAL IM 1 $325.00 *57 CK BACKFLOW PREVENT 1 $35.00 *56 CK RADON GAS-OTHER 1 $4.45 *V CK FEES-RADON GAS 5 1 $.50 *78 CK v--� — � TENDER DETAIL ATLANTIC BEACH BU1 DING D - CK 4533 $3364.98 DATE: 2/10/00 TIME: 14:80:26 TOTAL CHECKS $3364.98 r CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /1y s E94-( / tor cc IZ. 3 . Date 12- - 1 -q°J v ,r Heated Square Footage / 6 �11@ $ per sq ft = $ 9 M Garage/Shed 06 � @ $ per sq ft = S ` Carport/Porch V f \)&111 --@ S per sq ft = $ Deck S{� 1 @ $ per sq ft = $ Patio V @ $ per sa ft = S Qa TOTAL VALUATION :, . ,: S /0016C0 /PO OOo Li(' Q $ 4,,°6Q ov Total Valuation 1st $ $ Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ 4466 ' 64 + 1/2 Filing Fee $ 2 3U. d 0 ( ) Fireplaces @ $15 . 00 $ - — BUILDING PERMIT FEE $ en $ d .B el WATER IMPACT FEE $ 520 .0 a SEWER IMPACT FEE $ 1 .13 0.ZZ WATER METER/TAP $ 5"12_.r Oa CAPITAL IMPROVEMENT S ,3 2.i- Oa SEWER TAP $ -- O - (g, Q RADON (HRS) . 0050 $ 1r 0 . 2 SECTION.,H PAVING ( ) $ — '' - HYDRAULIC SHARES $ --a CROSS CONNECTION $ 3 J O 0 _ IT O) SURCHARGE . 0050 S Z/. try, s 0 OTHER $ �/ o GRAND TOTAL DUE $ .73 ‘ / , 7 ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : )._../6 ._._,,vz r 1 3 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / 40 S E s/I / x.l a cc. 2 73 . Date 1 _ ' °I -q, Heated Square Footage / 6 u r@ $ per sq ft = $ CP V Garage/Shed ��1 i @ $ per sq ft = S 6` Carport/Porch V S per sq ft = $ E Deck @ $ per sq ft = $ Sf` Patio 0 @ $ per sq ft = s Qa TOTAL VALUATION:r . S 00 ,000 /p0 00 o L/6 c3 $ 4,6 41 ° '2 Total Valuation 1st $ $ Remaining Value $ . per thousand or portion thereof A e TOTAL BUILDING FEE $ 14 �i ' + 1/2 Filing Fee $ 2 20. 9 0 ( ) Fireplaces @ $15 . 00 $ - — BUILDING PERMIT FEE $ (n $ a.O O WATER IMPACT FEE $ 524 .0 a SEWER IMPACT FEE $ / Z .s 0.zz WATER METER/TAP $ 572 .T Oa : CAPITAL IMPROVEMENT S ,3 2s— 021 SEWER TAP S -- 0 (19 4 RADON (HRS) . 0050 8---9775-7.--Er SECTION.,H PAVING ( ) $ —d — HYDRAULIC SHARES S —0 CROSS CONNECTION $ 337 7 O c3 II ©) SURCHARGE . 0050 S L/. Krryi 4-0 OTHER $ / D GRAND TOTAL DUE $ 3-� p /�/Y 7 O ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign_. Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : Nibilmomm PROPERTY DESCRIPTION Lot # si o2 Bloc # , S ction # RECEIVED Subdiv sion: `j /ter /kb& Street Name r �( ( ( DESCRIPTION OF WORI4OV 1 8 1999 or Address: r ( _ ` C 1 (C Sci -l.(� °LR- (If in a FLOOD HAZARD City of Atlantic Beach Flood Zone: ) area complete page 3) B (ding and Zoning Brief Description ay,i4 ( Class of Work:e1551 Remodel/Additi • ZONING INFORMATION Type of Construction: / 1 Zoning / 1 Proposed District: 6 pz Use: ?ti) Estimated Value $ c9QB�Qpj Exceptions or Variances Materials: fibbe Granted: Solid or Filled Ground: SOI./.4 ' Roof: Qiifili..4E. Method of Heating: ,4I741,2. CPNEP INFORMATION 24/ —9?-7"/ / �(// / gc Property Owner: �7 �/KGJi IZQ/d' Phone: 763,3 D r' Mailing Address to ,1j , / , . MEMO' Zip: , . 0 CONTRACTOR INFORMATION Contractor: Ar Iti(/2004/ Phone: Mailing Address: / `��J , ■ . e.k ' e h Zip: 3 d-ol-S o C,Ua S Eapi - STATE LICENSE NO: L O �� Date: !/4249 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 CR 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 P7" -■RMAN E OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PE' r IS CO' INGENT .PON HE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND UP'OR - •• A AVE r. EN •R SHALL BE PROVIDED AS REQUIRED.fa Owner Signature ` Lr, '/1 T DATE /(.-/IF 7/ ,- 99Contractor Signature ,// `� DATE //kr i SWORN/6/ND SUBSC IBED BEF015E, ME BY / j THIS a DAY OF , 199 / /4111r4u -' s' NOTARY PUBLIC w!G,;' p"p'n r"T" , q`.t= •44 j. ;!f: 1�1i Nil11�IIt119��`��IyON�yi COMM WIRES + 1t ikftMINN�Most i 0 ' ■ 1 O 1 1 - t'—S—L L 0 17—S—L L cl 0 Y U o >J j m 0 ! 1 LCJ — (L ) 0 X '— (L ) ' J L N o r °° o LL c M N X zoA�. (z) zap — d) zoA X Cz> O 0 r0 o 0 0 co aCO ■ C0 0 O O ` v 0 <� 0 0 -) in I 1 QQ P? •'e% 0 in � J,v_� `I 0 —�- _ 0 --1I 4i a u '" a` S d J =� Soy CO O 0 li Li_0 O E iii Q o 1 I r o. E v a--\''` .--. 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Five Star E® NOV 7 a 1999 RHVA( Residential and Light Cat Commercial HVAC loads 8W/din ti�`�tic g�achj g and ZonJng Prepared By: Andy Bryan Ocean State Heating &Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249-8251 9-23-98 RHVAC-Residential&Light Commercial HVAC Loads Program • Elite Software Development,Inc. Ocean State Htg&A/C >f� Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 2 Project Summary Design Data Project Name: Seminole Duplex Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 Building Loads Total heating required with outside air: 64,731 Btuh 64.731 MBH • Total sensible gain: 56,285 Btuh 86 Total latent gain: 9,205 Btuh 14 % Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. -- — _– Wednesday, September 23, RI-VAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C tl Seminole Duplex Neptune Beach. FL 32266-1798 9-23-98 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 406 13,251 0 17,905 17,905 80 Glass Door Double Clear Glass Metal Frame 216 7,048 0 15,640 15,640 10D Door Wood Solid Core 76 1,201 0 716 716 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 2,200 5,940 0 3,247 3,247 13C Part R-11 + 1/2" Gypsum(R-0.5) 314 636 0 452 452 16G Ceiling R-30 Insulation 1,986 2,950 0 2,950 2,950 201 Floor Over Open Crawl Carpet + R-19 752 1,624 0 578 578 22A Slab on Grade No Edge Insulation 150 5,468 0 0 0 Subtotals for structure: 6,100 38,118 0 41,488 41,488 Active People: 8 0 1,840 2,400 4,240 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 3,083 0 5,117 5,117 Infiltration: Winter CFM: 475.4, Summer CFM: 211.3 698 23,530 7,365 4,880 12,245 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 56,285 Temperature Swing Multiplier: X1.00 Building Load Totals: 64,731 9,205 56,285 65,490 Check Figures Total Building Supply CFM: 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 Building Loads Total heating required with outside air: 64,731 Btuh 64.731 MBH Total sensible gain: 56,285 Btuh 86 % Total latent gain: 9,205 Btuh 14 % Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday, September 23, 1998 121-.VAC-Residential&Light Commercial HVAC Loads Program ..No Elite Software Development,Inc. Ocean State Htg&A/C jig Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 202 6,593 0 8,254 8,254 80 Glass Door Double Clear Glass Metal Frame 108 3,524 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,101 2,973 0 1,625 1,625 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,030 0 20,047 20,047 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,540 0 2,489 2,489 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 348 11,766 3,681 2,439 6,120 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 27,375 Temperature Swing Multiplier: X1.00 System Load Totals: 32,336 4,601 27,375 31,976 Check Figures Supply CFM: 1,244 CFM per square foot: 0.738 Square feet of room area: 1,685 Square feet per ton: 568.745 System Loads Total heating required with outside air: 32,336 Btuh 32.335 MBH Total sensible gain: 27,375 Btuh 86 Total latent gain: 4,601 Btuh 14 % Total cooling required with outside air: 31,976 Btuh 2.665 Tons (based on sensible + latent) 2.963 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday, September 23, 1998 RHVAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&NC � Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 5 i System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 204 6,658 0 9,651 9,651 80 Glass Door Double Clear Glass Metal Frame 108 3,524 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,099 2,967 0 1,622 1,622 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,089 0 21,441 21,441 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,543 0 2,628 2,628 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 350 11,764 3,684 2,441 6,125 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 28,910 Temperature Swing Multiplier: X1.00 System Load Totals: 32,396 4,604 28,910 33,514 Check Figures Supply CFM: 1,314 CFM per square foot: 0.78 Square feet of room area: 1,685 Square feet per ton: 538.547 System Loads Total heating required with outside air: 32,396 Btuh 32.396 MBH Total sensible gain: 28,910 Btuh 86 % Total latent gain: 4,604 Btuh 14 % Total cooling required with outside air: 33,514 Btuh 2.793 Tons (based on sensible + latent) 3.129 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday, September 23, 1998 RI•IVAC-Residential&Light Commercial HVAC Loads Program :.El Elite Software Development, Inc. Ocean State Htg&A/C 1f Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 6 Room Load Summary Reports — System #1 Room Load Summary Htg Htg Run CIg CIg Clg Zone Cig Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Gathering 324 10,162 132 0-0 8,265 1,228 376 1.25 470 376 Room (R) 2 Dining 193 3,964 51 0-0 1,568 550 71 1.00 71 71 Room (right) 3 Kitchen/Powd 175 3,864 50 0-0 2,651 402 121 1.00 121 121 er (R) 7 Bedroom 3 210 3,090 40 0-0 3,676 547 167 1.25 209 167 (right) 8 Bath 2 175 528 7 0-0 432 0 20 1.00 20 20 (right) 9 Bedroom 2 170 2,618 34 0-0 1,760 547 80 1.00 80 80 (right) 10 Master Bath 193 1,281 17 0-0 778 63 35 1.00 35 35 (right) 11 Master Suite 245 6,829 89 0-0 8,245 1,264 375 1.05 394 375 (right) System 1 Totals 1685 32,336 420 27,375 4,601 1,244 1,399 1,244 Main Trunk Size: 14x16 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.665 86%/14% 27,375 4,601 31,976 Recommended: 2.963 77%/23% 27,375 8,177 35,552 System #1 Equipment Data — Heating System Cooling System I !' iC Wednesday, September 23, 1998 RHVAC-Residential&Light Commercial HVAC Loads Program g ram '•© Elite Software Development,Inn—c.1 Ocean State Htg&A/C >f Seminole Duplex Neptune Beach, FL 32266-1798 _ 9-23-98 Page 7 Room Load Summary Reports System #2 Room Load Summary , Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 Gathering 324 10,138 132 0-0 8,954 1,221 407 1.25 509 407 Room (Li 5 Dining 193 4,086 53 0-0 2,091 568 95 1.35 128 95 Room (left) 6 Kitchen/Powd 175 3,856 50 0-0 2,980 400 135 1.25 169 135 er (L) 12 Bedroom 3 210 3,084 40 0-0 3,675 546 167 1.25 209 167 (left) 13 Bath 2 (left) 175 528 7 0-0 432 0 20 1.00 20 20 14 Bedroom 2 170 2,611 34 0-0 1,759 546 80 1.20 96 80 (left) 15 Master Bath 193 1,280 17 0-0 778 63 35 1.00 35 35 (left) 16 Master Suite 245 6,813 88 0-0 8,241 1,260 375 1.05 393 375 (left) System 2 Totals 1685 32,396 421 28,910 4,604 1,314 1,559 1,314 Main Trunk Size: 20x12 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.793 86%/14% 28,910 4,604 33,514 Recommended: 3.129 77%/23% 28,910 8,635 37,545 Wednesday, September 23, 1998 Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Seminole Duplex BUILDER: Armstrong Construction AND ADDRESS : PERMITTING CLIMATE OFFICE : ZONE : ll_l 21_1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Multi-Family 3 . If Multifamily-No. of units 3 . 2 4 . If Multifamily, is this a worst case (yes/no) 4 . No 5 . Conditioned floor area (sq. ft . ) 5 . 3370 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. 0 . 0sgft 622 . 00sgft b. Tint, film or solar screen 8b. 0 . 0sgft 0 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 150 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 , 752 . 50 sqft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=19 . 00, 2200 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 314 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 2293 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 , uncond 13 .Cooling system 13 . Type : Central A/C •' / ( SEER: 10 . 50 14 .Heating System: 14 . Type : Heat Pump 0 ( f HSPF: 7 . 30 15 .Hot water system: 15 . Type : Electric EF : 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 98 .40 a. Total As_Built points 19a. 59339 . 57 b. Total Base points 19b. 60305 . 06 I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPAR �, <.0 compliance in accordance with Section DATE: f- yi-. 7 553 . 908 F. S . I hereby certify t - Ales buildin• is in compliance wi i F • i• E•i Code . 0( All,''V OWNER/AGENT: 'A BUILDING OFFICIAL: DATE: t WAI7,47,9 DATE: Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Seminole Duplex BUILDER: Armstrong Construction AND ADDRESS : PERMITTING CLIMATE OFFICE : ZONE : 1I_I 21_1 31_I OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Multi-Family 3 . If Multifamily-No. of units 3 . 2 4 . If Multifamily, is this a worst case (yes/no) 4 . No 5 . Conditioned floor area (sq. ft . ) 5 . 3370 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. 0 . 0sgft 4. 00sgft b. Tint, film or solar screen 8b. 0 . 0sgft (j'�0 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 150 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 , 752 . 50 sqft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=19 . 00, 2200 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 314 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 2293 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 , uncond 13 .Cooling system 13 . Type : Central A/C 47 ( ( SEER: 10 . 50 14 .Heating System: 14 . Type : Heat Pump 6 !/ HSPF : 7 . 30 15 .Hot water system: 15 . Type : Electric EF : 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 98 .40 a. Total As_Built points 19a. 59339 . 57 b. Total Base points 19b. 60305 . 06 I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARE p_ compliance in accordance with Section DATE : y-a)- 7 ✓ / 553 . 908 F.S . I hereby certify t• - ? is b ilding is in compliance wi 7r - ro t./ ergy Code . / �� / /•�OWNER/AGENT: / UILDING OFFICIAL: DATE: -(`�� ATE: • ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . • • ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* __= BASE === I === AS-BUILT =__ GLASS ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS N 130 . 00 65 . 8 8554 . 0 DBL CLR N 42 . 0 38 . 3 . 96 1544 . 3 DBL CLR N 20 . 0 38 . 3 . 95 731 . 5 DBL CLR N 6 . 0 38 . 3 . 94 216 . 0 DBL CLR N 6 . 0 38 . 3 . 80 184 . 9 DBL CLR N 20 . 0 38 . 3 . 95 731 .5 DBL CLR N 30 . 0 38 . 3 . 90 1030 .3 DBL CLR N 6 . 0 38 . 3 . 86 196 . 9 E 152 . 00 65 . 8 10001 . 6 DBL CLR E 54 . 0 79 . 7 . 95 4106 . 5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 DBL CLR E 54 . 0 79 . 7 . 95 4106 .5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 S 132 . 00 65 . 8 8685 . 6 DBL CLR S 42 . 0 66 .2 . 94 2613 .6 DBL CLR S 8 . 0 66 . 2 . 92 485 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 .6 DBL CLR S 6 . 0 66 . 2 . 63 249 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 .6 DBL CLR S 30 . 0 66 . 2 . 83 1648 .4 DBL CLR S 6 . 0 66 . 2 . 74 293 . 9 W 208 . 00 65 . 8 13686 . 4 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151. 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 3 , 370 . 00 622 . 00 . 813 40 , 927 . 60 33 , 261 . 90 I 39, 397 . 57 NON GLASS AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS Ext 2200 . 0 . 9 1980 . 0 Ext Wood Frame 19 . 0 2200 . 0 . 90 1980 . 0 Adj 314 . 0 . 7 219 . 8 Adj Wood Frame 11 . 0 314 . 0 . 70 219 . 8 DOORS Ext 40 . 0 6 . 1 244 . 0 Ext Wood 40 . 0 6 . 10 244 . 0 Adj 36 . 0 2 .4 86 .4 Adj Wood 36 . 0 2 . 40 86 .4 CEILINGS UA 1985 . 0 . 6 1191 . 0 Under Attic 30 . 0 2293 . 0 . 60 1375 . 8 FLOORS Slb 150 . 0 -37 . 0 -5550 . 0 Slab-on-Grade . 0 150 . 0 -41 . 20 -6180 . 0 Rsd 752 . 5 -4 . 0 -3002 . 5 Rsd Wood-Pier/Post 19 . 0 752 . 5 -1 . 10 -827 . 8 INFILTRATION 3370 . 0 8 . 0 26960 . 0 Practice #2 3370 . 0 8 . 00 26960 . 0 TOTAL SUMMER POINTS 55 , 390 . 63 I 63 , 255 . 82 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 55, 390 . 63 . 37 20 , 494 . 53 63 , 255 . 82 1 . 00 1 . 100 . 320 . 950 21, 152 . 75 .******************************************************************************* WINTER CALCULATIONS **.***************************************************************************** __= BASE === 1 === AS-BUILT =__ GLASS ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 130 . 00 -10 . 6 -1378 . 0 DBL CLR N 42 . 0 7 . 3 1 . 06 325 . 0 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 6 . 0 7 . 3 1 . 09 47 .7 DBL CLR N 6 . 0 7 . 3 1 . 29 56 .4 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 30 . 0 7 . 3 1 . 15 251 .9 DBL CLR N 6 . 0 7 . 3 1 . 21 53 . 0 E 152 . 00 -10 . 6 -1611 . 2 DBL CLR E 54 . 0 -9 . 2 . 86 -428 .5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 DBL CLR E 54 . 0 -9 . 2 . 86 -428 .5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 .6 S 132 . 00 -10 . 6 -1399 . 2 DBL CLR S 42 . 0 -28 .4 . 97 -1161 . 0 DBL CLR S 8 . 0 -28 .4 . 96 -218 . 9 DBL CLR S 20 . 0 -28 .4 . 97 -551.0 DBL CLR S 6 . 0 -28 .4 . 71 -121 . 0 DBL CLR S 20 . 0 -28 .4 . 97 -551. 0 DBL CLR S 30 . 0 -28 .4 . 92 -781 . 0 DBL CLR S 6 . 0 -28 .4 . 84 -143 .1 W 208 . 00 -10 . 6 -2204 . 8 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 . 7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 . 7 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS I . 15 3 , 370 . 00 622 . 00 . 813 -6 , 593 . 20 -5, 358 . 30 -5, 230 . 88 NON GLASS AREA x BWPM = POINTS 1 TYPE R-VALUE AREA x WPM = POINTS WALLS Ext 2200 . 0 2 . 2 4840 . 0 Ext Wood Frame 19 . 0 2200 . 0 2 . 20 4840 . 0 Adj 314 . 0 3 . 6 1130 . 4 Adj Wood Frame 11 . 0 314 . 0 3 . 60 1130 .4 DOORS Ext 40 . 0 12 . 3 492 . 0 Ext Wood 40 . 0 12 . 30 492 . 0 Adj 36 . 0 11 . 5 414 . 0 Adj Wood 36 . 0 11 . 50 414 . 0 CEILINGS UA 1985 . 0 1 . 2 2382 . 0 Under Attic 30 . 0 2293 . 0 1 . 20 2751 . 6 FLOORS Slb 150 . 0 8 . 9 1335 . 0 Slab-on-Grade . 0 150 . 0 18 . 80 2820 . 0 Rsd 752 . 5 1 . 0 722 .4 Rsd Wood-Pier/Post 19 . 0 752 . 5 1 . 90 1429 . 8 INFILTRATION 3370 . 0 7 .4 24938 . 0 Practice #2 3370 . 0 7 . 40 24938 . 0 TOTAL WINTER POINTS 30 , 895 . 50 33 , 584 . 87 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 30 , 895 . 50 . 55 16 , 992 . 53 33 , 584 . 87 1 . 00 1 . 100 . 466 . 950 16 , 354 . 82 , ******************************************************************************* WATER HEATING ******************************************************************************* __= BASE === === AS-BUILT =__ NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 6 3803 . 0 22 , 818 . 00 50 . 92 1 . 000 3638 . 7 1 . 00 21, 832 . 00 ******************************************************************************* SUMMARY ******************************************************************************* __= BASE === === AS-BUILT =__ COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 20494 . 5 16992 . 5 22818 . 0 60, 305 . 06 21152 . 7 16354 . 8 21832 . 0 59, 339 .57 ***************** * EPI = 98 .40 * ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I x- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I -X I 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 1 I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I TI WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X I 0 . 54 0 . 90 Gas EF 0 . 00 I I 0 .40 0 . 80 Solar EF I I OTHER FEATURES I certify that these energy saving featur- _ recuj.. ed for the Florida Energy Code have been installed in this •ous- . / Builder v /�f Address : Signatu ;000111 �. Date :///0 17 City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I X- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I I 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 I -X I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I LI WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X I 0 . 54 0 . 90 Gas EF 0 . 00 I I 0 .40 0 . 80 Solar EF I I OTHER FEATURES I certify that these energy saving feature- re. /red f. t e Florida Energy Code have been installed in this .use / Builder 4,, Address : Signat 4/1 `-' f/ �� . 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Mon Nov 23 21:51:02 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 I -1-4-0 1 6-0-0 1-4-0 6-0-0 �i m N 7.00 FIT N 4 SCI M n 3.50 FY 1 kid 3x4% I 6-0-0 I 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) n/a n/a M20 249/190 TCDL 0.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.14 1-2 >133 S WB 0.00 BCLL 0.0 Rep Stress Incr YES Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight 22 lb BRACING LUMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed.BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS(lb/size) 3=144/0-3-8,2=307/0-4-0,4=58/0-1-8 Max Horz 2=338(load case 4) Max Uplift3=-235(load case 2),2=-266(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=59 BOT CHORD 2-4=13 NOTES 1)ocean truss noncan occupancy category I,condition generated enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC SBCCI dif end sverticals ex exist,they are otlexposed to wind.hurricane cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 3 and 266 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard .\\\\pttt% tlll/ Ilii, V. CA ;, <0* a .� . P1IFI Q, 'v,' - No. s O `(- 111JtIlllIt IIIIt11U"1' Job Truss Type Qty Ply (Armstrong Properties-Seminole Duplex 9801351 TO1 ROOF TRUSS 1Truss TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:05 1998 Page 1 { 1-4.0 I 3-�-375-1.3 I 6-4-0 I t 14-0-4 I 17-5-4 0-9-0 I I 1-4-0 3-5-13 2-10-3 4-5-0 3-3-4 3-5-0 4x4= 3x4= 3x4= 2x4 I I 5 7 Tz ■ 1 7.00 r.t2 2x4= 6 M c �i B2 III= B x8= 6x6= i 1 i j 13 14 12 Allis • 11 C.II �� 3.50 12 4x4 3x4=--- 10-10-12 14-0-4 I 17-5-4 I 3.5.13 I 6-7-0 I { 3-5-13 3-1-3 4-3-12 3-1-8 3-5-0 Plate Offsets fX.YI: 12:0.4-9.0-0-51.14:0-2-0.0-2-41.19:0-3-0.0-3-81.110:0-5-4.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.12 2-10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) -0.09 8 n/a Weight:105 lb BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 LUMBER BRACING TOP CHORD Sheathed or 4-3-15 on center purlin spacing, except end verticals. TOP CHORD 2 X 4 SYP SS.2D BOT CHORD Rigid ceiling directly applied or 6-4-5 on center bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 8=676/0-3-8,2=893/0.4-0 Max Horz 2=363(load case 3) Max Uplift8=-516(load case 3),2=-754(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=38,2-3=-1989,3-4=-1744,4-5=-1573,5-6=-1493,6-7=-26,7-8=-89 BOT CHORD 2-11=1694,11-12=1736,10.12=1773,9-10=1512,9-13=668,13-14=646,8-14=641 WEBS 3-10=-183,4-10=648,5-10=67,5-9=-234,6-9=1005,6-8=-910 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/7P11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 516 lb uplift at joint 8 and 754 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • 1)Regular Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3.4=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,2.11=-20.0,11-12=-20.0,10-12=-20.0,9-10=-20.0,9-13=-20.0, 13-14,-20.0,8-14=-20.0 Concentrated Loads(lb) Vert:11=-135 12=-59 13=-12 14=-9 `\`\\00atilt/t IIIIIIIprrq,,,,'' No. 4. 'f - 11 .OFrT.,;'�: Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T02 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL.. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51.07 1998 Page 1 8-4-0 12-8-14 1 17-5-4 1 1 -1-4-0 � 4c5-13 -1 1 4-8-6 1-4-0 4-5-13 3-10-3 4-4-14 4x4= 3x4= 2x4 11 i ups 7OOi 2x4- i tiriiiii 2 g 8 5x5= 4 5x5= N 3 3 3.50 I x4% 3x4 8-5-8 ?-0-1 17-5-4 1 8-5-8 0-6-12 j 8-5-0 Plate Offsets(X,Y): 14-0-2-0.0-2-41.19:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 200.0 0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.13 2-9 >999 M20 249/190 Vert(TL) -0.17 2-9 >999 TCLL 0.0 Lumber Increase 1.25 WB 0.41 Horz(TL) -0.09 7 n/a BCLL 0.0 Rep Stress Incr YES g Wei ht.90 lb BCDL 10.0 Code SBGSBCCI (Matrix) 1st LC LL Min I/dell=240 LUMBER BRACING TOP CHORD Sheathed or 4-8-10 on center purlin spacing, except end verticals. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 on center bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 7=631/0-3-8,2=722/0.4-0 Max Herz 2=443(Ioad case 3) Max Uplift7=-485(load case 3),2=-568(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2.3=-1670,3-4=-1320,4.5=-1112,5-6=-29,6-7=-116 BOT CHORD 2-9=1464,8-9=1111,7-8=638 WEBS 3-9=-291,4-9=408,5-8=635,5.7=-828 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water pending. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 485 lb uplift at joint 7 and 568 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • 0 0,,t t I t t I I I I I I l l r I I/,,,,,,,,, �Q` ,• T1FIC: : 4• 4'; :. , .-0% 0. OF :,..--eiv Fns t , ONA�.E a,.��`'' I I?rrl rlllll i 1 11111111"`H Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T03 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:10 1998 Page 1 { -1-4-0 { 5-5-13 I 10-4-0 I 17-5-4 I 1-4-0 5-5-13 4-10-3 7-1-4 5x5= 2x4 I I Ii ■ 7.00 12 1x4= ter. 5x5= yr n N S 61 � 0 3x4% 3.50 FIT 3x4 8-8-14 I 17-5-4 I 8-8-14 8-8-6 Plate Offsets(X.Y): 14:0-3-0.0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.33 2-7 >624 BCLL 0.0 Rep Stress Incr YES WB 0.51 1st Horz(TL) LL M-0.10/0efl=6 n/a Weight:91 lb BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-4 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 4-10-13 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz 2=526(load case 3) Max Uplift6=-521(load case 3),2=-531(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1483,3-4=-1108,4-5=0,5-6=-188 BOT CHORD 2-7=1315,6-7=641 WEBS 3-7=-311,4-7=848,4-6=-819 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)6,2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 531 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • ,00 IIIIIlIlilliri, ' P*IFIC� y_ '. * • • I • r .46 ",,,,1,�F ,•II lope Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 104 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:12 1998 Page 1 -1-4-0) 6-5-13 j 12-4-0 j 17-5-4 j 1-4-0 6-5-13 5-10-3 5-1-4 5x5= I 2x411 I 2 r 7.00 t 1x4 -4444111111111112 . 57 r H N a{ o ° - 6 3x4% 3.501 3x4 8-8-14 I 17-5-4 j 8-8-14 8-8-6 Plate Offsets(X.Y): 14:0-3-0.0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (toc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 IC 0.63 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 2-7 >623 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) -0.09 6 n/a 9 Wei ht:94 lb BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/den=240 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-10 on center bracing. WEBS 1 Row at midpt 5-6,4-6 WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz 2=610(toad case 3) Max Uplift6=-554(load case 3),2=-499(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1400,3-4=-1073,4.5=0,5-6=-134 BOT CHORD 2-7=1244,6-7=368 WEBS 3-7=-303,4-7=956,4-6=-627 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from humcane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 lb uplift at joint 6 and 499 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • ``\\ v I:I t C A r,, 'Q G a-. - No. I � - s� .( O vLSVNAL E�.,�`°'' 'mrnimmIluntttt��N� Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T05 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:15 1998 Page 1 1-1-4-01 5-2-6 j 9-9-3 j 14-4-0 j 17-5-4 j 1-4-0 5-2-6 4-6-13 4-6-13 3-1-4 4x4= 4x4= 1llolil 3x4 i 7.00 12 1x4= �r i;: s 5x5= 17'1. ol°°/. 11)111.111.{ 8 o _, � 3x8 3x4% 7 2x4 II 3.50 12 8-8-14 j 14-4-0 1 17-5-4 ( I 8-8-14 5-7-2 3-1-4 Plate Offsets(X.Y1: (4:0-1-8.0-1-81.r5:0-2-0.0-2-41.(6:0.1-12.0-2-41.f8:0-2-7.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.12 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.33 2-9 >620 BCLL 00 Rep Stress Inc( YES WB 0.67 Horz(TL) -0.10 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Vdefl=240 Weight:114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-14 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7 REACTIONS(lb/size) 7=635/0-3-8,2=718/0-4-0 Max Horz 2=693(load case 3) Max Uplift7=-592(load case 3),2=-460(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1504,3-4=-1138,4-5=-227,5-6=-194,6-7=-607 BOT CHORD 2-9=1332,8-9=808,7.8=0 WEBS 3-9=-298,4-9=807,4-8=-817,5-8=-94,6-8=562 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)7,2 considers parallel to grain value using ANSITTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 592 lb uplift at joint 7 and 460 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/7P!1-1995 plating criteria. LOAD CASE(S) Standard • 000111111111110/// ///, No. 4: . • • 1.5 ` •. •p e`�S O I V A L ENS 9fail nalditintttttl� Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 TO6 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:18 1998 Page 1 1.1.49 5-10-6 j 11-1-3 j 16-4-0 17-51 1-4-0 5-10-6 5-2-13 5-2-13 1-1-4 3x4= 7.00 FIT 2x4 I I 5x5 i 1x4= A 7111111111111411111.111411111141111411111111111114"4' in 5x5= o ; 3x4 3.50 12 3x4 I 8-8-14 j 16-4-0 17-5-f 8-8-14 7-7-2 1-1-4 Plate Offsets(X.Y): 14:0-2-8.0-3-01.15:0-2-0.0-2-51 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 . BC 0.47 Vert(TL) -0.18 2-8 >999 BCLL 0.0 Rep Stress Ina YES WB 0.46 Horz(TL) -0.10 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7,4-7 REACTIONS(lb/size) 7=631/0-3-8,2=722/0-4-0 Max Horz 2=777(load case 3) Max Uplift7=-627(load case 3),2=-426(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1638,3-4=-1271,4-5=-112,5-6=-18,6-7=-148 BOT CHORD 2-8=1419,7-8=615 WEBS 3-8=-309,4-8=957,4-7=-790 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 627 lb uplift at joint 7 and 426 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/7P11-1995 plating criteria. LOAD CASE(S) Standard • V CAA/ „`4:•• (IFIC • ice' : , I* Of -o' ,. OF ; - ,c ORI �r „///1111Illlttll Job Truss Truss Type pry Ply Armstrong Properties-Seminole Duplex 9801351 T07 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:20 1998 Page 1 1.1-41 6-1-10 j 11-7-11 j 17-5-4 j 1-4-0 6-1-10 5-6-1 5-9-9 2x4 I I 7.00 FIT 5x5 i tx4� ti 7 5X5— 1 N ,....ogioioillpoo.-'4llIll%44iit. O 3x4:--- 6 3.50 RT 3x4 8-8-14 I 17-5-4 I 8-8-14 8-8-6 Plate Offsets(X.Y): 14:0.2-8.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 2-7 >625 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) -0.09 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-3 on center puffin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-12 on center bracing. WEBS CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 5-6,4-6 WEBS 2X4SYPNo.3 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz 2=815(load case 3) Max Uplift6=-658(load case 3),2=-394(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1430,3-4=-1083,4-5=-0,5-6=-155 BOT CHORD 2-7=1270,6-7=456 WEBS 3-7=-303,4-7=911,4-6=-682 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 658 lb uplift at joint 6 and 394 lb uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • • . • c FIC • • ''i� N.. , le� ' •. , * i • !- i,4%a • ,,QpY //1�ifhff111iII IIIIlW" "\ Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 108 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:24 1998 Page 1 ii 1 -1-4-0 1 3-3-13 1 6-0-0 1 9-8-9 1 13-5-3 1 17-5-4 1 1-4-0 3-3-13 2-8-3 3-8-9 3-8-9 4-0-1 I 4x5= 1 3x4= 4x5= 3x5 I I . 12 5 13 T2 14 6 15 16 7 PI li Al: W3 W4 W5 W6 7.00 12 2X4- N N W1 o /I i--- raa d 10 17 18 9 19 20 21 3 - 4 5x8= 3x4= 3x6= aQ 1 Oh 3x6% 3.50 1 12 1 6-1-8 1 11-7-10 17-5-4 1 I 6-1-8 5-6-2 5-9-10 Plate Offsets(X.Yl: 14:0-3-0.0-2-41.f7:0-1-8.0-2-121.18:0-3-8.0-1-81.110:0-5-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.37 9-10 >561 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) 0.27 9-10 >759 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) -0.27 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 11=1339/0-3-8,2=1171/0-4-0 Max Horz 2=345(load case 3) Max Upliftl1=-1597(load case 3),2=-1317(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=35,2-3=-3234,3-4=-3252,4-12=-2882,5-12=-2881,5-13=-2519,13-14=-2519,6-14=-2519,6-15=-130,15-16=-130,7-16=-130,8-11=-1339,7-8=-281 BOT CHORD 2-10=2801,10-17=2885,17-18=2884,9-18=2883,9-19=1998,19-20=1998,20-21=1998,8-21=1998 WEBS 3-10=132,4-10=1219,5-10=-3,5-9=-511,6-9=754,6-8=-2076 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psi bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)Bearing at joint(s)11,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1597 lb uplift at joint 11 and 1317 lb uplift at joint 2. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. • LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-2=-54.0,2-3=-54.0,3-4=-54.0,4-12=-54.0,5-12=-54.0,5-13=-54.0,13-14=-54.0,6-14=-54.0,6-15=-54.0,15-16=-54.0,7-16=-54.0, 2-10=-20.0,10-17=-20.0,17-18=-20.0,9-18=-20.0,9-19=-20.0,19-20=-20.0,20-21=-20.0,8-21=-20.0 Concentrated Loads(Ib) Vert:4=-153 7=-90 10=-237 8=-38 12=-90 13=-90 14=-90 15=-90 16=-90 17=-38 18=-38 19=-38 20=-38 21=-38 `011lllllIIlAl///////# ••Pl1FI •• No. 0 i -� O .• F ,,,Si nuonnumuuam' Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 2 1 T09 ROOF TRUSS 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:13 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 8-0-0 12-8-10 17-5-4 I -1-4-0 I 4-3-13 1 , 4-8-10 4-8-10 1-4-0 4-3-13 3-8-3 4x4= 3x4= 3x5 I I ■ ... ■sliqui m 7.00 12 2x4= N v N 5e x8= 3 q 9 0. CR 3.50 FiT 3x4"."---- 17-5-4 I I 8-1-8 I 9-3-12 8-1-8 Plate Offsets(X.Y): 14:0-2-0.0-2-41.f6:0-1-8.0-2-121.17:0-3-0.0-1-81.18:0-5-4.0-2-81 PLATES GRIP SPACING 2-0-0 CSI DEFL (in) (loc) 1/defl TCLL LOADING(0 TC 0.49 Vert(LL) 0.11 8 >999 M20 249/190 TCLL 27.0 Plates r Increase c ea 1.25 BC 0.46 Vert(TL) -0.16 7-8 >999 TCDL 7.0 Lumber Increase 1.25 WB 0.44 Horz(TL) 0.12 9 n/a BCLL 0.0 Rep Stress SBC/SBCCI YES 1st LC LL Min I/deft=240 Weight:87 lb BCDL 10.0 Code SBC/SBCCI (Matrix) BRACING LUMBER TOP CHORD Sheathed or 4-7-14 on center purlin spacing, except end verticals. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-9 on center bracing. DOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=429(load case 3) Max Uplift9=-481(load case 3),2=-572(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1731,3-4=-1414,4-5=-1202,5-6=-86,7-9=-631,6-7=-123 BOT CHORD 2.8=1509,7-8=871 WEBS 3-8=-243,4-8=442,5-8=373,5-7=-891 NOTES 1)ocean)ne has on an occupancy category I,condition generated I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI and If end svertica s exist,they area otlexposed to wind.hurricane cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/-PI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 481 lb uplift at joint 9 and 572 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • Q�avItIICA...... ��•e. (IFIC • •/'e * -o• OF•�• ca Imiu11111111 Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T10 ROOF TRUSS TRUE TRUSS INC..JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries.Inc. Tue Nov 24 04:08:15 1998 Page 1 j -1-4-0 j 5-3-13 j 10-0-0 j 13-8-10 j 17-5-4 j 1-4-0 5-3-13 4-8-3 3-8-10 3-8-10 4x4= 3x4-= 3x5 I I ji i I 7.00172- Y 2x4= "c f, 8 ......oioioilliIllIllIlIlliilli, IIIIIIIIIIIIP.- 5x8= Cr: N I t 9 it C4.1 3.50 Fy 3x4% 10-1-8 I 17-5-4 I 10-1-8 7-3-12 Plate Off is IX.Y1: (4 0-2-4.0-2.41.16:0-1-8.0.2-121.(8:0-5-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.10 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.26 2-8 >778 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.10 9 n/a Weight 90 lb BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 4-7-8 on center purtin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-5 on center bracing. BOT CHORD 2 X 4 SYP No.20 WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3.8,2=722/0-4-0 Max Horz 2=512(load case 3) Max Uplift9=-507(Ioad case 3),2=-546(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35.2-3=-1654,3-4=-1165,4.5=-957,5-6=-30,7-9=-631,6-7=-96 BOT CHORD 2-8=1462,7-8=598 WEBS 3-8=-428,4-8=311,5-8=468.5-7=-745 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33•and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 lb uplift at joint 9 and 546 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • •; .01FIC • ' ice= • . fir • * : a Nnlnnmllmmtm Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T11 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:16 1998 Page 1 1-1-4-0 1 6-3-13 I 12-0-0 I 17-5-4 j 1-4-0 6-3-13 5-8-3 5-5-4 4x8= 3x511 7.00 12 3x4-..% cA �� ii '1 A - -� 3x4= 7 55= Y M 8 v, t x411 3x4% 3.50 12 j 6-3-13 j 12-1-8 I 17-5-4 I 6-3-13 5-9-11 5-3-12 Plate Offsets fX.YI: 13:0-1-12.0-1-81.14:0-6-0.0-2-41.15:0-1-8.0-2-121.U:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/de8 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.12 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.09 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5-3-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=596(load case 3) Max Uplift9=-539(load case 3),2=-514(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1672,3-4=-857,4-5=-36,6-9=-631,5-6=-132 BOT CHORD 2-8=1434,7-8=1428,6-7=690 WEBS 3-8=137,3-7=-686,4-7=535,4-6=-792 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane 1 oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If 11 cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 lb uplift at joint 9 and 514 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • \\\�o\U111111tt1 l tt till tll//ll#�i,/, ZIFI •.Q P o4 , • N o. s — O . / ' F�'SONALE� '`�r'rnnl to tnt%00-- Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T12 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:17 1998 Page 1 j-1-4-0i 7-3-13 j 14-0-0 j 17-5-4 j 1-4-0 7-3-13 6-8-3 3-5-4 4x8= 3x511 7.00 12 W c 3x4 i I 3x4= 7 5x5= Y 4 Nt. 8 1x411 N S O _ - 9 3.50 12 3x4% j 7-3-13 j 14-1-8 j 17-5-4 j 7-3-13 6-9-11 3-3-12 Plate Offsets(X.Y): 13:0-1-12.0-1-81.14:0-6-0,0-2-41.15:0-1-8.0-2-121.7:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.15 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) -0.11 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-5 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5-1-15 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(lb/size) 9=631/0-3-8,2=722/0.4-0 Max Horz 2=679(load case 3) Max Uplift9=-576(load case 3),2=-476(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1613,3-4=-598,4-5=-5,6-9=-631,5-6=-46 BOT CHORD 2-8=1380,7-8=1371,6-7=447 WEBS 3-8=168,3-7=-869,4-7=520,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 lb uplift at joint 9 and 476 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • Q<c t.b°CA. R ``Y Fib <c>.) ``per ,......, �! ';?-*.�PlIFICq No.4: ' / • ORiOA6 S ,' Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T13 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:19 1998 Page 1 r1-41 5-9-1 j 10-10-9 I 16-0-0 117-5-4I 1-4-0 5-9-1 5-1-7 5-1-7 1-5-4 4x4= 7.00 12 3x5 II , 51x4 ` N = � 5B x5= 3x5 _ I s%.• .....00001111111111111111111111111" 3x4% 0 10 3.50 FT 3x4---- 8-4-9 I 16-1-8 117-5-q 8-4-9 7-8-15 1-3-12 Plate Offsets IX.Y1: 14:0-2-8.0-3-01.15:0-2-0.0-2-41.16:0-1-8.0-2-121.18:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 IC 0.94 Vert(LL) 0.25 8-9 >814 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 8-9 >821 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.43 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-4 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-10 REACTIONS(lb/size) 10=631/0-3-8,2=722/0-4-0 Max Horz 2=763(load case 3) Max Uplift10=-619(load case 3),2=-433(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1661,3.4=-1323,4-5=-223.5-6=-114,7-10=-631,6-7=-302 BOT CHORD 2-9=1439,8-9=851,7-8=115 WEBS 3-9=-283,4-9=534,4-8=-734,5-8=204 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load.10 mi from hurricane oceantine,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)10,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6191b uplift at joint 10 and 433 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • ,.01ll111111/rr//'R V CARS' .eii1_. t:• O.7.F• . :i 4. ;=' ..•- ess,40 R10P4. Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 714 ROOF TRUSS 22 1 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:20 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 r1-4-q 6-1-10 I 11-7.11 ( 17-5-4 I 1-4-0 6-1-10 5-6-1 5-9-9 3x4 I I 7.00 Iti 5x5 m n � •i 1x4 � - 3x5% c 4 7 3x4% - 8 ° 3.50 12 3x4% 8-10-11 ` 17-5-4 I 8-10-11 8-6-9 Plate Offsets(X.Y): 14:0-2-8.0-3-01.1510-1_4.0-2-01.16:0-2-12.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (lot) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.12 2-7 >999 M20 249/190 BC 0.47 Vert(TL) -0.19 2-7 >999 TCDL 0.0 Lumber Increase 1.25 WB 0 47 BCLL 0.0 Rep Stress Incr YEES S Horz(TL) 0.15 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2O TOP CHORD Sheathed or 4-7-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-8 on center bracing. WEBS SHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 5-8 WE 2X4 SYPNo.3 REACTIONS(lb/size) 8=631/0-3-8,2=722/0-4-0 Max Horz 2=815(load case 3) Max UpliftB=-649(load case 3),2=-403(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1627,3-4=-1251,4-5=-123,6-8=-631,5-6=-125 BOT CHORD 2-7=1409,6-7=769 WEBS 3-7=-329,4-7=560,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 649 lb uplift at joint 8 and 403 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard • 0011 t t I I 1 111 l I I l,/,,,,,,,,,, s .-9,1%Fl • y N•. . !r: �� IF *• Fns,!.........•,;,,A41)? NAL Job Truss Type Qty Ply Armstrong Properties-Seminole Duplex russ � 9801351 5 ROOF TRUSS 2 1 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:22 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 20-0 6-4-0 j ' -1-4-0 ) j 4-4-0 1-4-0 2-0-0 2x4II 4x8= 4 7 T2 ws W1 4 7.00 FIT I ''S B2 T - T1 B1 8 5 W 0 6 4x4= 4x4= 4 3.50 12 1 3x4=--- 6-4-0 I I 2-1-8 j 4 2-1-8 4-2-8 Plate Offsets IX.Y1: 13:0-6-0.0-7-41.16:0-2-0,0-2-81 LOADING(psf) SPACING 0-8-8 CSI DEFL (in) (loc) I/deft PLATES GRIP TC 0.16 Vert(LL) 0.01 6 >999 M20 249/190 TCLL 27.0 Plates r Increase 1.25 BC 0.11 Vert(TL) -0.02 5-6 >999 TCLL 7.0 Lumber IssrIncr 1.25 NO WB 0 09 Horz(TL) 0.01 5 n/a BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:29 lb BRACING T TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. TOOMBER P CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=155/0-1-8,2=174/0-4-0 Max Horz2=63(load case 3) Max Uplift5=-104(load case 3),2=-143(ICad case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=12,2-3=-347,3-7=0,4-7=0,4-5=-65 BOT CHORD 2.6=285,6-8=298,5-8=298 WEBS 3-6=153,3-5=-303 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)ocean ine on an occupancy category I!condition generated enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI dif ends verticals exist,they area ottexposed to wind.hurricane cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 1 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 5 and 143 lb uplift at joint 2. 9)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-19.1,2-3=-19.1,3-7=-19.1,4-7=-19.1,2-6=-7.1,6-8=-7.1,5.8=-7.1 Concentrated Loads(lb) Vert:3=-33 4=-17 5=-17 6=-41 7=-17 8=-17 \\\t` t1,1,ttl1111111/r/p/ � Q, GEC. 11 F1 - No. I _ •• O - SONAl_V.4 . Job Truss Type (Qty Ply Armstrong Properties-Seminole Duplex 9801351 T16 ROOF TRUSS 2 1 iTruss Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:24 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s -1-4-0 2-8-8 i 6-4-0 1 I { 1-4-0 2 8 8 3-7-8 5x8= 2x4 I I 1I_ ■ 11111111 .11111111111 2 7 2 ■ 1 ■■ .. _ 5 1 N 0 ' 6 4x4= " o 4x4= ' 3.50 FIT 1 3x4== I 2-10-0 6-4-0 I 2-10-0 3-6-0 Plate Offsets(X.Y): 13:0-6-4.0-2-81,16:0-2-0.0-2-81 LOADING(psf) SPACING 0-8-8 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.00 6 >999 M20 249/190 BC 0.04 Vert(TL) 0.01 1 >999 TCDL 7.0 Lumber Increase 1.25 Horz(TL) -0.00 5 n/a BCLL 0.0 Rep Stress Ina YES WB 0.03 Weight:29 lb BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Wei BRACING LUMBER TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=79/0-1-8,2=109/0-4-0 Max Horz 2=74(load case 3) Max Uplift5=-61(load case 3),2=-109(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=6,2-3=-147,3-4=0,4-5=-33 BOT CHORD 2-6=128,5-6=130 WEBS 3-6=58,3-5=-135 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)ocean)ne on an occupancy category I,condition generated I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI and If end svertica s exist,they area otlexposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 5 and 109 lb uplift at joint 2. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard tI.l l I I I I I I f N ?� . Q�G�P�IFIC9 ,k- f N o.4: . •F 'l► 9 l" ORgP ci Novii. Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 717 ROOF TRUSS 2 1 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:25 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 -1-4-0 1 2-3-12 I 6-4-0 j 1-4-0 2-3-12 4-0-4 �i 101 7.00 FIT Y - 3x4% M 110) W2 ,....„0000011011 •BMIIIIIIIIIIIIIII"l•'""---_ mi• 6 71 0 O, 4x4= 3x4= 1 3x4"--- 3.50 57 I 2-2-0 I 6-4-0 I 2-2-0 4-2-0 Plate Offsets(X.Y1: 13:0-1-12.0-1-81.16:0-2-0.0-2-41 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL LOADING(p0. SPACING 0-5-25 >999 M20 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 BC 0.03 Vert(TL) 0.01 1-2 >999 TCDL 7.0 Lumber Increase YES WB 0.03 Horz(TL) -0.00 5 n/a BCD L 10.0 Code SBC/SBCCI (Matrix) BC 0.0 Rep Stress Incr YES 1st LC LL Min I/deft=240 Weight:30 lb BRACING LUMBER TOP CHORD Sheathed or 6-0-0 on center puffin spacing. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=23/0-1-8,2=77/0-4-0,5=29/0-1-8 Max Horz 2=85(load case 4) Max Uplift4=-36(load case 4),2=-65(load case 4),5=-15(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2.3=-126,3-4=9 BOT CHORD 2.6=103,5-6=90 WEBS 3-6=44,3-5=-92 NOTES 1)ocean truss has been an occupancy category I,condition generated I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI and If ends verticals exist,they area otlexposed to wind.hurricane cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 4,65 lb uplift at joint 2 and 15 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/7P11-1995 plating criteria. LOAD CASE(S) Standard • C F••... lI Q - /q ,F & O ummuIA1IILma —\11k I I I I lb i t rJ Truss Truss Type aty Ply Armstrong Properties-Seminole Duplex 9801351 T18 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:26 1998 Page 1 1 -1-4-0 F 2-9-8 1 6-4-0 1 1-4-0 2-9-8 3-6-8 7.00 I 3x4 i °f v �► w2 ■ �� N 7 4x4= 3x4= ∎1 I 3x4% 3.50 12 I 2-7-12 1 6-4-0 1 2-7-12 3-8-4 Plate Offsets(X.YI: 13:0-1-12.0-1-81.16:0-2-0.0-2-41 LOADING(psf) SPACING 0-5-12 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) -0.00 5 n/a Weight:29 lb BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=20/0-1-8,2=77/0-4-0,5=32/0-1-8 Max Horz 2=85(load case 4) Max Uplift4=-32(load case 2),2=-65(load case 4),5=-19(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2-3=-116,3-4=8 BOT CHORD 2-6=93,5-6=82 WEBS 3-6=41,3-5=-86 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 4,65 lb uplift at joint 2 and 19 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • " ,111.tttlCllAP,,,,,, , k,Y. FIC y • : N•. , r c *• . r , •e ,. ,c••• • -Or' oNAL ,