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Permit 1710 Park Terrace E (vault) FORM 60OA-2004R EnergyGauge l 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs - Residential Whole Building Performance Method A Project Name: Rastrelli res 1710 Park Terrace E - Builder: Atlas Construction-Group Address: 1710 Park Terrace E Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Buff&Brenda Rastrelli Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 5 - b. Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? No - SEER: 13.00 _ 6. Conditioned floor area(ft2) 4891 ft2 _ c. Central Unit Cap:60.0 kBtu/hr _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)716.0 ft2 - a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)716.0 ft2 - b. Electric Heat Pump Cap:36.0 kBtu/hr 8. Floor types HSPF:7.90 _ a. Raised Wood,Post or Pier R=19.0,564.0ft2 - c. Electric Heat Pump Cap:60.0 kBtu/hr _ b. Slab-On-Grade Edge Insulation R--O.O,288.0(p)ft - HSPF:8.40 _ c. N/A - 14. Hot water systems 9. Wall types a. LP Gas `�'( ,� ' Cap:3.0 gallons _ a. Concrete,Int Insul,Exterior R=6.0,2075.0 ft2 - b.LP Gas -1"r*.,u� EF:0.63 _ b. Frame,Wood,Adjacent R=19.0,282.0 ft2 Cap:3.0 gallons _ c. Frame,Wood,Exterior R=19.0,2069.0 ft2 - EF:0.63 _ d. N/A _ c. Conservation credits e. N/A - _ (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,3461.0 ft2 15. HVAC credits b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,200.0 ft2 MZ-C-Multizone cooling, b.2 Others 300.0 ft - MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 50176 PASS Total base points: 58750 I hereby certify that the plans and specifications covered by, Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this �g tHB ST9T� Code. calculation indicates compliance q$�' ��% _= �•n PREPARED BY.*(i�'�M with the Florida Energy Code. DATE: ZI W 010 Before construction is completed this building will be inspected for 1 hereby certify that this buildin as designed, is in compliance compliance with Section 553.908 with the Florida Ener o e. Florida Statutes. �. CODS OWNER/AGENT. BUILDING OFFICIAL: DATE: .3 /.3--0 7 DATE: 1 Predominant lass --- g type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Rastrelli res 1710 Park Terrace E Builder: Atlas Construction Group Address: 1710 Park Terrace E Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Buff& Brenda Rastrelli Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 5 ` b. Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? No - SEER: 13.00 _ 6. Conditioned floor area(ft2) 4891 ft2 _ c. Central Unit Cap:60.0 kBtu/hr _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)716.0 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)716.0 ft2 _ b. Electric Heat Pump Cap:36.0 kBtu/hr _ 8. Floor types HSPF:7.90 _ a. Raised Wood,Post or Pier R=19.0,564.0ft2 - c. Electric Heat Pump Cap:60.0 kBtu/hr _ b. Slab-On-Grade Edge Insulation R=0.0,288.0(p)ft _ HSPF:8.40 _ c. N/A _ 14. Hot water systems 9 Wall a. Concrete,types Cap:3.0 gallons ,Int Insul,Exterior R=6.0,2075.0 ft2 a. LP Gas T'(�� _ EF:0.63 _ b.Frame,Wood,Adjacent R=19.0,282.0 ft2 _ b. LP Gas ^�"+K Cap:3.0 gallons _ c. Frame,Wood,Exterior R=19.0,2069.0 ft2 _ EF:0.63 _ d.N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,3461.0 ft2 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc, AH:Interior Sup.R=6.0,200.0 ft2 MZ-C-Multizone cooling, b.2 Others 300.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 50176 PASS Total base points: 58750 I hereby certify that the plans and specifications covered by, Review of the plans and TUB ST this calculation are in compliance with the Florida Energy specifications covered by this p4 _ 9TH Code. calculation indicates compliance y�r %�,, _ =r�`oA PREPARED BY � with the Florida Energy Code. DATE: 2.- Before construction is completed this building will be inspected for 1 hereby certify that this building,as designed, is in compliance compliance with Section 553.908 with the Florida Energy i Florida Statutes. cook WF OWNER/AGENT: BUILDING OFFICIAL: DATE: 3-!3-© DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Rastrelli res 1710 Park Terrace E Builder: Atlas Construction Group Address: 1710 Park Terrace E Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Buff&Brenda Rastrelli Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap:36.0 kBtu/hr 5. Is this a worst case? No _ SEER: 1.3.00 6. Conditioned floor area(ft') 4891 ft' _ c. Central Unit Cap:60.0 kBtu/hr 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems or Single or Double ( DEFAULT)) 7a.(Dble Default)716.0 ft _ a. Electric Heat Pump Cap:24.0 kBtu/hr b. SHGC: - HSPF:7.70 (or Clear or Tint DEFAULT) 7b. (Clear)716.0 ft' _ b. Electric Heat Pump Cap:36.0 kBtu/hr 8. Floor types - HSPF:7.90 _ a. Raised Wood,Post or Pier R=19.0,564.0ft' - c. Electric Heat Pump Cap:60.0 kBtu/hr _ b. Slab-On-Grade Edge Insulation R--O.O,288.0(p)ft _ HSPF:8.40 _ c. N/A _ 14. Hot water systems 9 a. Concrtypes e�Int Insul,Exterior R=6.0,2075.0 ft' a. LP Gas `�'( .�� Cap:3.0 gallons _ . �� EF:0.63 _ b.Frame,Wood,Adjacent R=19.0,282.0 W _ b. LP Gas Cap:3.0 gallons _ c. Frame,Wood,Exterior R=19.0,2069.0 ft' _ EF:0.63 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,3461.0 ft' 15. HVAC credits b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,200.0 ft' MZ-C-Multizone cooling, b.2 Others 300.0 ft , MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 50176 PASS Total base points: 58750 I hereby certify that the plans and specifications covered by, Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Og1110 S'r Code. calculation indicates compliance y�~��., �0� PREPARED BY � with the Florida Energy Code. F ,,,,, ;;=��a °:�°•�� DATE' 2. 7 (� Before construction is completed this building will be inspected for 0 i I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 4 with the Florida Ener i Florida Statutes. coD WTd'�� OWNER/AGEN BUILDING OFFICIAL: DATE: 3-13-0 7? DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) May 09 07 1207p Attar. CondnJdron Group 8042233075 P2 NOTICE OF COMMENCEMENT (?REPrVRt,ON OUPUCAT14 Tim Permit No 07�^Dp00029� County Ofd' State of To hNbOla it troy concern: and in The undersloned hetaby informs you that rmprawsms">a wilt bintor= hm is stated in thisproperty.e Immu so cmrtmin raw sNNOTICE OF sccordance with Section T13 of the Florida Statutsa,the 10110 R9 COMMENCEMENT. :0041 description cf property being improved: 3 y 01 I s r. �. fit . Addrasectpropertj beir.0Improved:1 ,4rLr>r�s-i � n 60"s17-2-0t- SIA00 Ge:lersldescriptionVimprovewO b�v ,, r .1 �T �hiVY f-jO�.�ra: �. C O.✓s '7a as r" r''ai.� -- Owner �-, Address 1719- errt ✓a /eilewc.v.r Lit v yr 3Ls3 Ownees interest In sits of t"e improvement Fri NG �� Fs*Wpie ykisholdef ill other than owner) Name Acore6e Contractor i[ Auchese JCtt �Js2 �1' ✓�.ru �^�' aJi9'.i /"L. i p Y Ph"No. kl&723-1 G,,,,,,2Z— _Fax No. ?'DS/-Z L 3-3 d 7 S surety;7 eny) Adores-, timowtt o►bond i Phone NO Fax No. N;me,anti rxtdress of any person melting s loan for tre oonSUuetion Of the Improvem0nis. Name Moran Phone No. hex to Name o3 person"vn tho Stats of FbdCa,other VW tsrnW&AignAcd by owner upon wtmm helices or QVicr ammofti may be serY40. Name Addraes Plane No. Fax No. In adoidon to hirr.9oit owrar designeree the toltvarag person to tecohm a copy of the Llena's Notice as proWW to r Section 713.06(2)(b).Floridan SCAutes.(FR in at Owwneem opt 4 Name lam' uti t w Awresa lq +a . 2 Phone No. fes/223- : oeOz. Few NM Exorsfion dote of notice of COntmarww"ont(Nie expiration date is Mrs(1)Iwo from the date of reCot/t Urft"a diffwwd date is epeclileo): tits SPACE FOR RF- RIDER'S USE GNt.`1 �r 41t %ohm nw M•isr,_0"61 Cwrnr of Ouwal,3tNa of rlmrea,eta paaoaallaGC aaM �! RwruoW Fait ane a n:a as awlMA�nN aas aaitif♦Oaa hwnix Na"60 W%aocnata .ilt:ri1.41k or M.001.. ON It 1=4a0.OReKSUN ftQetebi. ::,.y(� :'MA Dt}jU(;n. Nuneer PayeL t r / a{0111t'StICY!DDi;EIw f ae08 Reworded D 2WW r.��14 PM ` a r f�i/� •r 1: f. w h�r JIM 1`1141M CLERK CIRCUIT COURT dWAL COUNTY RECOROM t10.e0 a1 µr' PM1aH PYIre7 N taw.taNta a1a:atna'/ Wr Do s" eweokpWoR Paiuoad"*--atom °4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Cc)"II INSPECTION EMAIL REQUEST: Building-dept2coab.us Application Number . . . . . 07-00000293 Date 4/19/07 Property Address . . . . . . 1710 E PARK TER Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 825000 ----------------------------------------------- Application desc DEMO/NEW SINGLE FAMILY RES ----------------------------------------------- Owner Contractor ------------------------ ------------------------ RASTRELLI FASANELLI DEVELOPMENT CO 1710 PARK TERRACE EAST 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614-1999 ----------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 2310 . 00 Plan Check Fee 1155 . 00 Issue Date . . . . 4/13/07 Valuation . . . . 825000 Expiration Date . . 10/10/07 ----------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 1 .22 ST CONSTRUCTION SURCHARGE 36 .40 AB CONSTRUCTION SURCHARGE 4 . 04 STATE RADON SURCHARGE 23 . 23 WATER IMPACT FEE 610 . 00 WATER CROSS CONNECTION 35 . 00 ---------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2310 . 00 2310 . 00 . 00 . 00 Plan Check Total 1155 . 00 1155 . 00 . 00 . 00 Other Fee Total 709 . 89 709 . 89 . 00 . 00 Grand Total 4174 . 89 4174 . 89 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Apr 20 07 04:29p Atlas Condrutdion Group 9042233075 p.2 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. 07—coo OQO,'9? Tax Folio No. State of pal Com- County ofy✓�vL To whom It may concern: The undersigned hereby Informs you that improvements wilt be made to Certain rest property,and In +coordance with Section 713 of the Florida Statutes,the foltowing Information Is stated in this NOTICE OF COMMENCEMENT. Legal d("Cription or property beirig improved: Zof 30 f oxk /2 U- M.v:a U�,4acv-e__Ft I ♦• P.,k 3 y rdit 'S!r sf 7�/(s �viT E �p�Lrr1R.R f�f a� Ut+KI AddressJ of oropeny being improved: I D t�A!L4/_ ✓��.��, A Genetal doserlptbn of Ernprovemen:s: �Gh�r, r c:i..+ Dr grxl Yi •+� >%iYLtr �'x7rh G`/ �G7W ri + • G•O.d.s!}i'fA�.T:�✓.: _ G6 4,16M W zne<2 • Owner if /34", 4-5 . Address l y�y _Set✓mss 'I"U :wa [rpt.. l4?-. Ownors interest in site o'the Improvement:—og=—d9i' :si--I�^'L- g Fee Simple Titleholder(N other than owner) Name Addmse Contractor F+�r�'.ay��.1 �e!✓�z ot.h��..`r�Oma/ Y Address_/�/�43 % da..Gr� ,....> S✓,,y 2G.r� r Phone No. ��V 22; Fax No, yl.� Surety fir any) Addro" Amount of bond S Phone No. Fox No, Name and adoreso of any pefuen making a toen for the construction of the Improvements. Name Address Phor.e No, Fax No. Name of poison within the State of FbAda,other than himself.otmigratsd by avner upon wnotn notices or otter documerR9 may be sowed: Name Address a^ons No. Pair no. In addition to WrTsotf,owner dosipnates the kVov ing person to receive a copy of the uenor's Notice as provided In Section 713.00(2)(t).Fbrba Stdtutos.(FII in at Owners option). Name _ �d/b L3(11t,LLfScai� Aftese e=r..r r,e-r 5,, CAV C2 _Z4o•- Phorw vo. 1�/l�3- cot Fax No. 30 71j . Expiration dale of Notice of Commencement(the expiration date is one(1)year f!om Ins date of recording unieea a 911terers dare is spoe.nedy. THIS SPACf FOX RECORDER'S USE;pN6� NQE-RQATF/y� �� Bolan mo tnie ddy ar In the CounyorDuwl,Mail arr1ofW0,IweMoUx appeanq herein by h1roaW name and GAMS"I dl sYMmana and deaff6 tmn rieroln va VW*end accurate :. ',1'L:LiC•'' t)ar:K 400713r!a90,UH OK f 396 Page 168t, +L:tY OFd'I,Ut:f)w NumprrPop e:1 "•(j ::.)7rk Der1{.);(',R•; t1ka 6 ReMM1104W2pp;at 0ZM PM, JIM FULLFA CLENK CIRCUIT COURT DUVAL COUN'ry RECOROM s1a•n0 •' x,te¢, noWy Fubbof LoW.,tan or Gouger My cor mksian aapaaa: Poroenaliv Knows dr vradud.d rd.nYrkotbn CITY OF ATLANTIC BEACH PLAN REVIEW SHEET "Id*g pep eAt Pnbtic worb&Prbk Otilitie9 VOV ert*SVft t►rtlh Soo Seminole Rom 1200 8w*per Low Adantic Bach,Florida 32233 AdaMie Beuk Florida 32233 (904)247-5200 (904)247-5234 Salm (904)247-5845 Fou (904)U7-5843 Fax jax Fire dapt PLAN REVIEW COMNMNTS Permit Application# A 7 a a Z 91.5 Property Address_ 1 7 a Q z A 7'94 - - Applicaut: A'*'S x NA LG 111( G 4 Project: j�rnbe ZA,id /UbO Fa m '•/ A m e c&P, ro "'V""4T— t1N AA"41— tion bas been: �Pir your v�ertenv V Bh1LT ?aPd �A r P' L]J 3 �noted b9 the W rtmeaat 5 �4 n,t�ST A'pp oat. ✓�i P/6rJt111TiD 11'inal applies tion approval mrlst come from the Bnildiag Aep=rtm �62. 1 VOOZE CC) • Reviewed and the following items need attV0tion: 4,v ��Qz'oa/, Provide documentation of proposed impervious surface area (6977 SF reported, PW's rough estimate from plans >6800 SF) . Requires on-s to storage estimated to be approximately 1300 cubic feet. O&p W �5� 7 SA- llyfi c-&Ar STs�� 2gr atvixt_z —:-> Provide erosion and sediment control plans with details and maintenance schedule.014- /�- 1 --� of on-site storage Provide drainage plan including location kr of excess stormwater runoff. - /x-9®6 5-All9-hcOM Otk1r�G�• � -ao Provide construction site management pl ns. d!k� Provide copy of tree removal permit �Olq-rtrs s fn c/ o ��H �� 9�' > - CQ, Sd = � 0► ;LSri �-� Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment requesting them. Building Dept, Public Works and Utility information at top of page, failure to.notify the correct department may delay your permit from beinp. issued. i Reviewed By: Date: Date Coieetractor Notified: �� _, .?� MAR 1 4007 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET —Wilt Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 WicSafety (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept. PLAN REVIEW COMMENTS Permit Application# (� / 04295 Property Address /7 AQ 7,14,t /'9,4 Applicant: X v eQ Project: ��I�D �tc�%� NEk1 i�, f� Aa m Ao rn e This permit application has been: ❑ Approved as noted by theU / ,o_a� epartment. Final application approval must come from the Building Department. Reviewed and the following items need attention: Provide documentation of proposed impervious surface area (6477 SF reported, PW' s rough estimate from plans >6800 SF) . Requires on-site storage estimated to be approximately 1300 cubic feet. Provide erosion and sediment control plans with details and maintenance schedule. Provide drainage plan including location of on-site storage of excess stormwater runoff. Provide construction site management plans . Provide copy of tree removal permit. Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: U ;r F.XVED Date Contractor Notified: BY TRANSMISSION VERIFICATION REPORT TIME 03122/2007 06:59 NAME FAX TEL SER. # BROA6J427434 DATE,TIME 03/22 06:59 FAX N0./NAME 92233075 DURATION PAGES) 00:00:26 RESULT 01 MODE OK STANDARD ECM tti BUILDING PERMIT APPLICATION b CITY OF ATLANTIC BEACH L�r3IL%' 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 lob Address: Permit Number: regal Description L 3 O 8 � N + Valuation of Work(Replacement Cost)$ ■ Class of Work(Circle one): New Addition Alteration Repair • Use of gxistinglproposed struc Circle one): Commercial If an existing structure,is a fire sprmMer system installed?(Circle one : es No /A ■ Is approval of homeowner's association or other private entity required)?(Circle one): es o describe in detail the type of work to be performed: r-hOG j ��,c1 �(t• ,J •'I�L %��*-i�G ��' s v r�o,J Dom' Property/Owner Information Vame: Address:_�l`'I! ��'L is :;ity�-� t;c,,�. StatedZip 3Z,�,33 Phone �D�/-2 -17 Contractor Information: Vame of Company:� ,,,�1 Address: t3�, , L3 Qualifying Agent: /.� .SJI rr .L'O�j Ci s.�i�HU,�yy/G C G/ office Phone_py 2)3 3r�? State `G, Zip 3Z�SO Job Site/Contact Number .�1 cf 335 y 7� State Certification/Registration# _GSC ®3y�3 Office Fax lt�F ,�v�i� S Architect Name&Phone# T, engineer's Name&Phone# ^ S -77 4pplication 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 ssuance ofapermit and that all workwill be g [ toid if work is not commenced within six(6)months,or if construction or work is suspended or abandoned fora riod ofsix(6)months at arty time after work is pe armed to meet the standards fall laws regulatin construction iinethis jurisdiction, Thispermit becomes nulland :ommenced I understand that separate permits must be secured for Elecoical Work,Plumbing,Signs,Wells,Foals,Furnaces,Boilers,Heaters,Tanks workandis Tonditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE A RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTYY.E IF MAY YOU [NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 'here cern,that I have read and examined this gpplication and know the sante to be true and correct. All provisions of laws and ordinances governing this e f work will be complied with whether specified herein or not. The granting of a rmit does not presume to give authority to violate or cant tther federal,state,or local law regulating construction or the performance of onstn:ction el theprovisrons of airy signature of Property owner: .; ' Signature of Contracto , �.F �wor��ta,�nd subscribed before e lis ay of _yrCttl4 Z-VC)I Sworn toga y of subscribed before me fatary Public Notary Public: r -,O ,5i`c9: k1 rf, ics s tBel•Til.4 " f1C fil£V{_ D.,ice :�:✓ �crn� �r�b tum-• i„ ,. DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY J-15-2004 MON 03:42 PH ATI.,. BCH. PUBLIC WORKS FAX NO, 904,247 5843 P, 02 1 �1 10 A,t,k- � 2,��c C45 Runoff Volume Calculations(Ref City of Atlantic Beach Zoning,Subdivision and Land Development Regulations,Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area{"delta volume")and would be calculated by: V=CARJ12,where V=volume of storage in cubic feet, A=area of the lot in square.feet, R=25 year and 24.hour rainfall depth(9.3 inches)over the lot area,and j C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage,0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage_ This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wa season water table and below the overflow point to off-site(in many cases this may be the adjacent road elevation)_ As an option,and as approved by the Director of Public Works,the ownei of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume vacant lot size of l00'x 50'=5000 ftp Predevelonment, Runoff Volume=0.2(no imptrvious surface)" 5000 ftz*93 in./12inJft V=775 if Post developmep Runoff Volume=0.6(50%impervious surface)* 5000 fl`-9.3 in./12in.1$ V=2325 it Delta Volume=2325 ft -775 ft3 1550 ft3(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage}Tann showing the requirement and amount of storage provided.(See example below) Stormwarer Storage I42W. uirements a Percent Im rvious Runoff Volume Predevelo ment $ _ Post Development y,ZO-.�QFt �{•Z 6 [ S p Storage Volume Required: 836 _ Storage Volume Provided: OU Ft I � i R; 27 44: ------ ------ -.!tet Pch vi cis __w�ri�G OZZ t.. r i Vii.:. _.-,. _.. .........-. . L; .�. Y MAP SHOWING BOUNDARY SURVEY LOT 30, BLOCK 12, SELVA MARINA UNIT N0. 8, AS RECORDED IN PLA B001<O 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, PAGE 85, '�•.C�1tI CE,RTIFIL'D TO: SHIRLEY GRAY STEWART TITLE GUARANTY COIvII'ANY RICHARD T. MOREIIEAD,P.A. PARD TERRACE _ EAST (50.0' RIGHT OF WAY) FOUND 1/2"IRON PIPE S Q5'28'37" E 110,pp' (PLAT) NOIDENTIFlCATION S 05'2951" 109.91' (MEASURED) FOUND 1/2" IRON PIPE NO IDENTIFICATION CONCRETE I^ DRIVE \ M � CONCRETE WALK, Q 230 _ 30' DIIJILDING _RESTRICTION LINE LJ20.7' < � Q aa L', 14.4' u - Y3.U' c. (n Q Ul q: V) J . I.IJ - n AIR _ �DITIONER U O t0 ONE STORY PAD CONCRETE ORIYE. MASONRY a' POSTED # 1710 0 LOT 29 BLOCK '12 LOT 8 18,9' BLOCK 12 0' 34. T S.._ 23.4' r5 'MOOT 14.3' ui �Dy`CK W STEPS SIEFS F c M f^1 � 00 00 Lo Q F 005,157 P Z p o -S lo LOT 30 .? 00 c0 'Dw IcIS .2(a BLOCK 12V) Lor S c = /S q.2 t 6• FOUND 1/2"IRO77lr771 NO IDENTIFICAT .81 T-3�AS(Jt�E(� FOUNO1 2`IRON PIPE 110,DG (P�.AT) NO IDf1�JiIFlCATION CCEPTED BY: LEGEND: R = RADIUS —X—X= FENCE E - LENGTH O CONCRETE ` Comp. By: RLC Date: 3/21/2007 �r �;. Public Works Department City of Atlantic Beach Permit No: 07-00293 Address: 1710 Park Terrace East Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predeveloament Runoff Volume: Lot Area(A) = 15,212 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 4,748 15,212 1.00 0.31 Pervious 10,464 15,212 0.20 0.14 Runoff Coefficient(C)= 0.45 Runoff Volume V= 0.45 x 15,212 x 9.3 / 12 V= 5,302 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 15,212 ft2 Runoff Coefficient Area p Lot Area Description (ft2) a �' (ft) $.C" Wtd "C" Impervious 15,212 1.00 0.43 q Pervious 8,735 15,212 0.20 0.11 Runoff Coefficient(C) = 0.5� Runoff Volume V= 0.54 x 15,212 x 9.3 / 12 V= 6,374 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 6,374 - 5,302 DV= 1,072 ft3 Retention 1710 PTE-onsite RetentionAs 3/21/2007 CITY OF ATLANTIC BEACH s PLAN REVIEW SHEET Public Works&Public Utilities Departments Building Department 80Atlantic 0 Seminole Road a Sandpiper Lane D.Kalu Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 is Safety (904)247-5800 (904)247-5834 Jax Fire dept. (904)247-5945 Fax (904)247-5843 Fax PLAN REVIEWCOMMMN�_d 9.3 Permit Application Property Address K,S'4 iV� GG, £ & Applicant: ��rno .3u.34'.1d /Ver) ��rl �E dam i ITS Project: This pe 'Yapplication has been: t Approved as noted by the 0111 _Department. st me from the Building Department. Final application approval mu ❑ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin, thnformation at top of page, Building Dept, Public Works and Utility delay your permit from failure to notify the correct departmentY beim issued. Date: D Reviewed By: Date Contractor Notified: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 �JF;IC Office:(904)247-5826 • Fax:(904)247-5845 Fob Address: h� ,/� G� �-�'S� Permit Number: regal Description L©T t ©G� -y L V.� A 91 A/4 !JN Valuation of Work(Replacement Cost) $ B2546 VO ■ Class of Work(Circle one): (New Addition Alteration Repair ■ Use of existing/proposed sttuctui3 5,o(Circle one): commercial rYe—s No /A ■ If an existing structure,is a fire spnnlder system Installed. (Circle one)■ Is approval of homeowner's association or other private entity required?( ne): es o Describe in detail the type of work to be performed: ��I''��UGlTl�•J ,�l "" '�'� '`� �&.�r:�lNlrGc' /%,�-�lLY �YGHc rlv.J Dom' Property Owner Information name: V.V4 &51-wal-I Address: `lam!! J�LV14 /.�/� �2. 'ity - 3 cy State.Zip DASD Phone ?oel-2y 2 J o Contractor Informan�tiion: dame of Company:t�/�SA.y�LLi Qualifying Agent: f'"ft'aG 0 �5.�►,tic GG kddress:`y03 !3 ► i Lar Vr>. �rx -z'CtW CitydvdtGLe State `G. Zip -3 5-42 Office Phone_?6Y -2,"—3col Job Site/Contact Number till,YF b VA&CV,..)s q041-3 `V 7/11 Mate Certification/Registration# C 6 C 493 k 2 3 2 Office Fax#_ 3 D?S Architect Name&Phone# 0,0 y engineer's Name&Phone# 4pplication 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 'ssuance of a permit and that al!work will be performed to meet the standards o/all laws regulating construction in thisjurisdiction. This permit becomes null and )oid if work is not commenced within six(6)months,or i(construction or work is suspended or abandoned for a_perio ofsix(6)months at arty time after work is :ommenced I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks andAir :ondMoners,dr- WARNING taWARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU [ TTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR.NOTICE OF COMMENCEMENT. !herebyy certi{y that I have read and examined this application and know,the same to be true and correct. All provisions of laws and ordinancesgoverning this pe �fworkwill be complied with whether specified herein or not. The granting of a ermit does notpresume to give authority to violate or cancel the provisions opny ether federal,state, or local law regulating construction or the performance o�onstruction. Signature of Property Owner:��d�-Q '�'�/�t ' Signature of Contracto . Swor to,��ntd subscribed before a Sworn t and subscribed before me his 1` Say of J1.1,1 �'�'t �` this��Day of /�10 +Totaxy l�iblic: ( Notary Public: t'BsStc r �, DO NOT WRITE BELOW THIS LM: OFFICE USE ONLY ............. CITY OF ATLANTIC BEACH s� PLAN REVIEW SHEET ` Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Wic (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept. PLAN REVIEW COMMENTS 295 Permit Application# 7 Property Address 7 © 7d 4 Applicant: Project: This permit application has been: j5 Approved as noted by theDepartment. Final application approval must co from the Building Department. ❑ Reviewed and the following items need attention: i 4 Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. _ Reviewed By: Date: Date Contractor Notified: MAR j DC7 ''j' BUILDING PERMIT APPLICATION , CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 ■ Fax:(904)247-5845 fob Address: , �-/L1�1 ,f�7ZA�l,E —'�"S� Permit Number: I egal Description Valuation of Work(Replacement Cost)$ �S ■ Class of Work(Circle one): ew Addition Alteration Repair ■ Use of existing/proposed struc (Circle one): Commercial �� ■ If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No �eso ■ Is approval of homeowner's association or other private entity required?(Circle one): Describe in detail the type of work to be performed: ��I✓hOG/T/t7,t> OFJ�1 �✓ GG f"�i*'l/G +aG� S v T1 v.� Off' .vim✓ �.r.aGG C" l..�4-r�iC.Y /'!-Or�c Proyerty�O^wner Information name: e4,:5a Address: ::ity ,4zL Gy Stated Zip 32233 Phone ?6wl-;zq 2?o O Contractor Informa�ti-�on: game of Company:!' S9.yFL�-i ��1/. C, � Qualifying Agent: address:��/�z �► _City �G,vS�ridic�c State �G, Zip 3ZZ S© Job Site/Contact Number fzi a Z>v�1-S Office Phone `ld�! 2L3-3�?J2� State Certification/Registration# G6rG 403 q.2 3 2 _Office� Fax Architect Name&Phone# T.+>Y L,,�.��z �d` S 7Z"VY Engineer's Name&Phone# 4pplication 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 ssuance of a permit and that all workwtll be performed to meet the standards o{all laws regulating construction in this urisdiction This permit becomes mill and void if work rs not commenced within six(6)months,or if construction or work is suspended or abandoned for a perio�of six(6)months at arry time after work is :ommeneed I understand that separate permits must be secured forElecieal Work,Plumbfng,Signs,Wells,Pools,Furnaccr,Boilers,Heaters,Tanks andAir ^endWoners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU Q4'fEND TO OBTAIN FINANCING,ONOTICONSULT E OF COMMENCEMENT- 'here MENT.YOUR LENDER OR AN ATTORNEY BEFORE RECORDING 'here(,cern�y that I have read and examined then application and know the sante to be true and correct. All provisions of laws and ordinances governing this pe �f workwill be complied with whether specified herein or not. The granting of a ermit does not presume to give authority to violate or cancel the provisions oftyetry 'they federal,state,or local law regulating construction or the performance of construction. 14 7 signature of Property Owner: , _� - Signature of Contract( . iwor o�nd subscribed before a Sworn to.and subscribed before me c�C�C his /`�3ay of lZ'!/3 " tl f �C this�i`"Day of A t f "OhL Ale-,11# V13otary Public: Notary Public: , r' Aj r li.�{r. 1leFlt . L TIPES1 DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY ■ ■ ■ ■ r ,� CITY OF ATLANTIC BEACH ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5826 ■ Fax: (904)247-5845 ■ Email: sgraham@coab.us F � To: A Fax# From: d , 0fA//-A-7*Y) Date: ` • Pages: Re: K " ` EJ rgent ❑ For Review lease Reply lrnPa t!7' WATER IMPACT FEE WORKSHEET 1-7 ADDRESS: Lal Q -DU DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers commercial' 3 Automatic dbtttes washes, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 1 Bathtub (4th or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tr 2 Dental lavatory1 Dishwashing machine, domestic 2 Drinking fountairvlcemaker Floor drains 2 Hose bib 2 I Kitchen sink, domestic 2 I Kitchen.sink, domesto with food waste grinder and/or dishwasher 2 Laundry tray l or 2 co artments 2 I Lavato Shower com artment; domestic 2 Sink 2 Urinal 4 Urinal, 1 qallon per flush or less + �z 2 Wash sink circular or multi le each set of faucets 2 j. Water cicse kshometer tank, pi6bllc or prtvate 4 Water c#asat rivate installation 4 3 �� Water closet bac installatlon 6 TOTAL NUMBER OF UMTS= MULTIPLIED X 20 TOTAL$ HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Apr 06 2007 10:31 AM Last Transaction Date Time Type Identification Duration Paces Result Apr 6 10:30AM Fax Sent 5843 0:50 2 OK PERMIT WORKSHEET Certificate of Occupancy - Job Address: � � - Type Work: Property Owner: �1 Phone # Contractor: IAIC Phone # g#1_ &I# jq Permit#: O Date Issued: Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Faired Inspections: Date Paid: —�� N M o N Cl) 1 W N CD r� w Cl) O I� o Q N V \ \ N V 00 Ln CO m Ol W - N r- O 7 (n --I Y Ln s Z M W W Z w U LL_ 3 C7 O w Y F-- V) LLJ Q U W K co C� C �•3 III �j L� L� L� Li LL CM a. 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Q Engineered Wood&Structural Composite Lumber Connectors HangersGLTV/HrxLTVHeavy Duty g , GLTV and HGLTV hangers are designed for use with structural composite lumber headers,and may take heavy loads.The top flange nails are sized and specifically located to prevent degradation of the header due to splitting of laminations. 2 MNy Flatten edge of header For heavy loads with a face-mount application,see the HGUS series. �o MN°,� ' I to match top flange MATERIAL:Top flange-3 gauge;Stirrups-7 gauge radius. rn FINISH:Simpson gray paint o ALLOWABLE LOADS:•For hanger heights exceeding the joist height, Q the allowable load is 0.50 of the table load. (eM?tili a f� INSTALLATION:•Use all specified fasteners.Verify that the header to ,, ' e can take the required fasteners specified in the table. { gl f v •This series may be used for weld-on applications.Minimum required 03 weld is a 3/,6"x 21/2 fillet weld at each end of the top flange for GLTV, E and a Y4"x 21/2'fillet weld at each end of the top flange for HGLTV, see page 10 for weld information.Weld-on applications produce � � maximum loads listed.Uplift loads do not apply to this application. y °••� •Web stiffeners are required with I-joists using this hanger style. ° c •GLTV may be installed on a nailer and ledger; HGLTV may bea O w installed on a ledger only. Nailers and ledgers must be a minimum ea• �a � of 4x lumber to guarantee the load values given in the tables.Thinner lumber or laminated veneer lumber used as a nailer must be evaluated by the building designer. HGLTV Typical GLTV OPTIONS:•Hot-dipped galvanized:specify HOG. (GLTV similar) Installation •See Hanger Options,page 188. y CODES:See page 12 for Code Listing Key Chart. �f 0 c Fasteners Allowable Loads ,S Model — Code a No. To Face Joist Uplift Uplift DF/SP 3 4 Ref. i p (133) (160) LVL5 PSL LSO DF/SP SPF CGLTV series 4-16d 6-16d 6-16d 1370 1640 7500 7400 5750 7000 4260 7,90, os HGLTV series 6-16d 12-16d 6-16d 1370 1640 10500 7800 9000 8665 6690 121 W 1.Uplift loads have been increased 33%and 60%for wind or earthquake 4.HGLTV at maximum allowable load may have greater than%'deflection. loading with no further increase allowed.Divide by 1.33 and 1.60 for 5.Applies to LVL headers made primarily from Douglas Fir or Southern Pine.For LVL made primarily normal loading such as in cantilever construction. from Spruce Pine Fir or similar less dense veneers,use the values found in the SPF column. 2.Uplift loads only apply when"H"is 28"or less. 6.NAILS:16d=0.162"dia.x 31/2'long. 3.If header is multiple plies of 13W,the PSL allowable load is 6000 lbs. See page'16-17 for other nail sizes and information capacityEGQHigh , This product is preferable to similar connectors because of a)easier installation, Flatten edge of b)higher loads,c)lower installed cost,or a combination of these features. ,n header to match top flange radius. EGO hanger is a high capacity top flange connector designed for use with Structural Composite Lumber beams.It utilizes Simpson Strong-Drive screws to make installation fast and easy with no drilling required.Available in standard SCL widths and made to specified heights.SDS screws are included. e r r MATERIAL:Top flange-3 gauge;Stirrups-7 gauge m e FINISH:Simpson gray paint INSTALLATION:•Use all specified fasteners.See General Notes. -bra, met •Install with Simpson SDS1/4x3 wood screws,which are provided a a , with the EGO. (Lag screws will not achieve the same load.) k 1-1 x er e •All multiple members must be fastened together to act as a single unit. 1 •Multiple member headers may require additional fasteners at hanger Typical EGO locations. Quantity and location to be determined by designer. See SDS 31/2x117/a Installation section for additional information,and SDS screws applications. Minimum OPTIONS:•No modification available. CODES:See page 12 for Code Listing Key Chart. Joist or Dimensions Fasteners Allowable Loads ° \ Model SizePuriW Min H Header Joist Uplift (DF/SP) PSL Rete 1 =S4o�50; (133) LVL ff3jq _ EGQ3.62-SDS3 31/2 3% 111/4 28-SDSY4x3 12-SDSY4x3 6365 19800 18680 • H �) EGQ5.50-SDS3 51/4 51/2 111/4 28-SDS1/4x3 12-SDSY4x3 6365 19800 18680 170 - EGO EGQ7.25-SDS3 7 71/4 111/4 28-SDS1/4x3 12-SDS'/4x3 6365 19800 18680 1.Loads are based on 750 psi wood bearing 3.Uplift loads have been ius i rt s:j 601/ik)i uah,ti for SCL. os-ja ithquake lo-n hnq wii no rm he +. su 2."Min H"is the minimum H dimension Divideby 1.33 i 1.60 iw w no; «I 102 that may be specified. cantilever consiruclion. 6 �� Engineered Wood&Structural Composite Lumber Connectors TP OF"HANGERS r ' ` ITTIMITIHIT11TWEngineered Wood Products Hangers POSITIVE ANGLE NAILING Some model configurations may differ from those shown on page 98. Contact factory for details. IUT & ITT INSTALLATION (VPA SIMILAR) Correct Nailing IC C Use a c. 10tlx11/2 nail IQ �2 (Simpson rt ff N10 HDG C 1 i j Bend the tab Hammer The tab is now shown) �� ,4 / \� / with a hammer. the nail in at correctly installed. ns r,f+ '.V"ricbhl i4.a` IT Nail at wrong angle Nail too long .Q Do ttof bend fah y IT SERIES WITH VARIOUS HEADER APPLICATIONS Fasteners Allowable Loads Header Type Model Uplift' Uplift' DF/SPDF/SCL° SPF Code Top Face Joist (133) (160) LVL3 PSL LSL DF/SP SPF I-Joist I-Joist Masonry Ret. c 4-10dx11/2 2-10dx11/2 2-10dx11/2 245 285 1235 1225 1435 1235 1065 1050 755 — n ITT Series` 4-10d 2-10d 2-10dxl l/2 245 285 1450 1300 1435 1615 1200 — — — 8,36,91,121 $ j) 4-16d 2-16d 2-10dx11/2 245 285 1500 1535 1500 1750 1315 — — — 1 2-10dx11/2 — — MID-WALL INSTALLATION10 1665 ITTM Series -- 2-Titens2 2-10dx11;'2 225 225 MID-WALL INSTALLATION70 1665 170 3-Titens2 2-Titens2 2-10dxl 112 225 225 TOP OF WALL INSTALLATION 1545 4-10dx11/2 4-10dx11/2 2-10dx1'/2 240 290 2035 1500 1605 1950 1115 1230 885 — MIT Series 4 10d 4-10d 2-10dx11/2 240 290 2335 2000 1605 2400 1665 — — — 1,84,121 4-16d 4-16d 2-10dx11/2 240 290 2550 2140 2115 2400 1665 — — — 4-16d 6-16d 2-10dx11/2 240 290 2550 2050 2500 3050 1950 — — — 2,40,82,121 1. Uplift loads are based on Douglas Fir,and have been increased 33%and 60%for earthquake 6. SCL,structural composite lumber,is laminated veneer lumber,Parallam* or wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal loading PSL and TimberStrand®LSL. criteria like cantilever construction.For SPF use 0.86 x DF/SP uplift load. 7. Code Values are based on DF/SP header species. Z Titen masonry srrevus are 1/,r:13/a. 3. I TTM loads are teased on 7000 psi minimum roncreta or grout. 0 3. Applies to LVL headers made primarily from Douglas Fir or Southern Pine.For LVL made primarily Lr. 1-joists with flanges less Ihan 15/,6 thick used in combinatian with w from Spruce Pine Fir or similar less dense veneers,use the values found in the SPF column. hFnaers thinner than 14 gauge may rieflert an additional 1/12 inch r?. DF I-joists include flanges made from solid sawn Douglas Fir,LIIL matte primarily of beyond the standard%"limit. i Douglas Fir/Southern Pine,or LSL.For flanges with fhiclmes^Ps irnm I,/,,to 13/8.use w.Mid-wall installation requires ruinimunr of one grouted course a,how e 0.85 of the I-joist header load.For flanges with thirknesses hom-l1/e to IA,use 0.75 oI and below the hanger. file I-joist header lead. 0.ITT1111411.88,ITTM414,and ITIOMI6 models are availahle. y5. Minimum solid header thickness to achieve ITT table loads is 11/2". Parallaur®and TimberStrand'are registered trademarks of Trus Joist,a Weyerhaeuser company. n y NAILER TABLE HAILS:'16d=0.162"dia.x 31/z'long, 16dx21/2=0.162"dia.x 21/2"leer_?. This table indicates the maximum allowable loads for ITT/MIT/HIT lad=a.14a°dia.x 3°long, M101/2=a.1ss^dia.x.11/'long. hangers used on wood Hailers.The header nail See page 16.17 for other nail sizes and information. _. type must be substituted for those listed in other tables. OPTIONAL NAILING FOR INCREASED UPLIFT U ® Header Allowable Loads Model Nailer Nailin Fasteners Allowable Uplift N 9 DF/SP SPF LSL Model Loads 2x 6-1Odx11/2 1215 1215 1230 Top Face Joist (133) (160) ITT Series 3x 6-16dx2l/2 1550 1550 — 4-10dx11/2 4-10dx11,12 4-10dx11/ 485 575 2-2x 6-1Od 1215 1150 — ITT 4-10d 4-10d 4-10dx11/2 485 575 4x 6-16d 1550 1550 — 4-16d 4-16d 4-10dx11h 485 575 2x 6-1Odxl1/2 _1570' 1440 1605 MIT 4-10dx1112 4-10dx11/2 4-10dx11/2 480 575 3x 8-16dx21/2 1975' — — 4-16d 4-16d 4-10dx11/2 480 575 MIT Series 2-2x 8-1Od 1570 1255 — 4-16d 6-16d 4-10dx11/2 480 575 4x 8-16d 2250' — — HIT 4-16dx21/2 6-16dx21/2 4-10dx11/2 480 575 3x 10-16dx21/2 2835 — — 4-16d 6-16d 6-10dx11/2 1 720 850 HIT Series 2-2x 10-1 Od 2525 — — 1.Loads are based on Doug Fir,and have been increased 33%and 60°%for wind 4x 10-16d 3050' — — or earthquake loading with no further increase allowed.Reduce according to the code for normal loading criteria such as in cantilever construction. 1 TL......L......................n,.,.,�.,�,i,,�rrn.,ai,�.;,�,,o�inn Inari 9 W6 h CTiffPn Prq arP rp.nid d on 1-inkSt fnr nriditinnal nalflnn 99 Engineered Wood&Structural Composite Lumber Connectors FACE 1UNT HANGERS - STRUCTURAL COMPOSITE ; , Actual Dimensions Fasteners Allowable Loads Model __ Specieseader SPF Size Ga No. Uplift Uplift Floor HS ow Roof Floor Sp Snow He owRoof ,ader Rede W H B Face Joist (133) (160) (100) (115) (125) (100) (115) (125) HU416(Min) 39/,6 135/8 2Y2 20-16d 8-10d 1205_ 1445_ 2680 3080 3350 2320 2670 2900 26,83,124 i HU416(Max) 14 39/16 13% 21/2 26-16d 12-10d 1810 2015 3485 4005 4355 3015 3470 3770 26,124 2 3'/ 16 HGUS410 35/8 87/16 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 3,39,121,133,140 v HGUS412 12 35/8 107/16 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 C _ _ HGUS414 35/8 127/16 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 ,133 v HU416(Min) 14 39/,6 135/8 21/2 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 26,83,124 HU416(Max) 39/16135/8 21/2 26-16d 12-10d 1810 2015 3485 4005 4050 3015 3470 3485 26,124 31/2 x 18 — [. HGUS412 35/a 107/16 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 HGUS414 12 133 35/a 127/,6 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 _ ?? HU610(Min) 51/2 75/a 21/2 14-16d 6-16d 1070 1285 1875 2155 2345 1625 1870 2030 26,83,124 p 51/4 x HU610(Max) 14 51/2 75/8 21/2 18-16d 8-164 1430 1715 2410 2775 3015 2090 2400 2610 26,124 9'/4-9'/2 HHUS5.50/10 51/2 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 V HGUS5.50/10 12 5'/2 815/16 4 46-16d 16-16d 3630 3630 8780 8940 8940 7510 7510 7510 133 HU612(Min) 51/2 93/8 21/2 16-16d 6-16d 1070 1285 2145 2465 2680 1855 2135 2320 26,83,124 a 51/4 x HU612(Max) 14 5'/2 93/8 2'/z 22-16d 8-16d 1430 1715 2950 3390 3685 2550 2935 3190 26,124 1 1 11'/8 HHUS5.50/10 51/2 9 3 30-16d 10-16d 2855_ 3430 5190 5970 6490 4385 5040 5480 133 HGUS5.50/12 12 5'/2 10'/2 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 _ OF HU616(Min) 51/2 12'1/,6 21/2 20-16d 8-164 1430 1715 2680 3080 3350 1625 1870 2030 26,83,124 0 51/4 x 14 HU616(Max) 14 5'/2 1211/16 21/2 26-16d 12.16d 2145 2575 3_485 4005 4255 2090 2400 2610 26,124 Q HHUS5.50/10 51/2 9 3 30-16d 10-16d 2855 3430 �513000105 6490 4385 5040 5480 a HGUS5.50/14 12 51/2 121/2 4 66-16d 22-16d 5380 5380 10015 8415 8415 8415 133 i HU616(Min) 51/2 1211/,6 21/2 20-16d 8-16d 1430 1715 3350 2320 2670 2900 26,83,124 m 51/4 x 16 HU616(Max) 14 51/2 12"/,6 2'/2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 26,124 HHUS5.50/10 51/2 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 133 W HGUS5.50/14 12 51/2 121/2 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 HU616(Min) 51/2 1211/,6 21/2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26,83,124 51/4 x 18 HU616(Max) 14 51/2 1211/16 21/2 26-16d 12-16d 2145 2575 3485 4005 4255 3015 3470 3770 26,124 HHUS5.50/10 51/2 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 133 HGUS5.50/14 12 51/2 12'/2 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 HU410-2(Min) 71/8 91/8 21/2 14-16d 6-16d 1070 1285 1875 2155 2345 1625 1870 2030 26 7 x HU410-2(Max) 14 71/8 91/. 2Yz 18-16d 8-16d 1430 1715 2410 2775 3015 2090 2400 2610 9/4 9'h HHUS7.25/10 71/4 9 35/16 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/10 12 71/4 85/e 4 46-16d 16-16d 3630 3630 8780 9625 9625 7595 1 8085 8085 133 HU412-2 Min 71/8 111/8 21/2 16-16d 6-16d 1070 1285 2145 2465 2680 1855 2135 2320 26 7 x HU412 2 Max 14 7'/e 111/8 21/2 22-16d 8-16d 1430 1715 2950 3390 3685 2550 2935 3190 111/4 117/8 HHUS7.25/10 71/4 9 35h6 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/12 12 71/4 105/8 4 56-16d 20-16d 4055 4055 9835 9835 9835 8260 8260 8260 133 HU414-2 Min 71/8 137/a 21/2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26 7 x 14 HU414-2 Max 14 71/8 137/a 2'/2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 71/4 9 35/16 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 133 HGUS7.25/14 12 71/4 125/8 4 66-16d 22-16d 5380 5380 11110 11110 11110 9330 9330 9330 HU414-2 Min 7'/e 137/8 21/2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26 7 x 16 HU414-2(Max) 14 7118 137/8 21/2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 71/4 9 35/16 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 133 HGUS7.25/14 12 71/4 127/16 4 66-16d 22-16d 5380 5380 11110 11110 11110 9330 9330 9330 HU414-2 Min 71/8 137/8 21/2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26 HU414-2(Max) 14 71/8 137/8 21/2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 1 x 18 HHUS7.25/10 71/4 9 35/16 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 133 HGUS7.25/14 12 71/4 127/16 4 66-16d 22-16d 5380 5380 11110 11110 11110 9330 9330 9330 1.104 commons or 16d sinkers may be used instead of the specified 16d at 4.MIN nailing quantity and load values—fill all round holes; 0.85 of the table load value. MAX nailing quantity and load values—fill all round and triangle holes. 2.164 sinkers may be used instead of the specified 10d commons with 5.Hangers sorted in order of recommended selection for best overall no load reduction. performance and installation value. 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthquake 6.NAILS:16d=0.162"dia.x 31/2"long,10d=0.148"ilia.x 3"long. or wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal See page 16-17 for other nail sizes and information. loading such as in cantilever construction.For SPF,use 0.86 x DF/SP Uplift Load. CODES:See page 12 for Code Listing Key Chart. 96 Engineered Wood&Structural Composite Lumber Connectors i I P"WAT-4 @1 a N Available with additional corrosion protection.Check with factory. CODES:See page 12 for Code Listing Key Chart. Allowable Loatls Actual Dimensions Fasteners --- ---- - - Joist Model Ga - _ _ DF/SP Species Header SPF Species Header Code Size No. W H B Face Joist Uplift Uplift Floor Snow Roof Floor Snow Roof Ref. _..__ (133) (1 0) (100) (115) (125) (100) (115) (125) 13/4 x 5112 HU1.81/5(Min) 14 113/16 53/a 21/2 12_16d 4-10dx11/2 480 575 1610 1850 2010 1390 1600 1740 26,83 Ri HU1.81/5(Max) 113/16 53/6 2112 16-16d 6-10dx11/2 720 865 2145 2465 2680 1855 2135 2320 26 13/4 x 71/4HU7(Min) 14 113/16 6 1/16 21/2 12-16d 4-10dx1112 480 575 1610 1850 2010 1390 1600 1740 26,83 HU7(Max) 113/16 611/16 21/2 16-16d 8-10dx1'/2 960 1150 2145 2465 2680 1855 2135 2320 26 Q HUS1.81/10 16 113/16 87/8 3 30-164 10-164 2845_ 3000 4900 5045_ 5145 4355 5010 5145 133 ZE 13/4 x 91/2 HU9(Min) 14 113/16 95/16 21/2 18-16d 6-10dx1'/2 720 865 2410 2775 3015 2090 2400 2610 26,83 0 0 HU9(Max) 173/,6 95/16 21/2 24-16d 10-10dx1'/2 1200 1440 3215 3705 4020 2785 3200 3480 26 CX HUS1.81/10 16 173/16 8'/a 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 133 c� 13/4 x HU11 Min 113/16 111/16 21/2 , ---- 11'/4 x 11'/8 (Min) 14 22 164 6 104x1/2 720 865 2950 3390 3685 2550 2935 3190 HU11(Max) 113/16 11'/,6 21/2 30-16d 10-10dx1112 1200 1440 4020 4315 4405 3480 4000 4350 26 os HUS1.81/10_ 16 113/16 8'/8 3 30-164 10-164 2845 3000 4900 5045 5145 4355 5010 5145 133 � U14 113/16 101/4 2 14-16d 6-10dx11/2 720 865 1860 2140 2330 1610 1850 2010 26,83,121,140 p 13/4 x 14 - -- HU14(Min) 14 113/16 1311/16 21/2 28-16d 8-10dx11/2 960 1150 3750 4110 4180 3250 3735 4060 26,83,124 HU 14(Max) 113/16 1311/16 21/2 36-16d 14-10dx11/2 1680 2015 4540 4730 4855 4175 4730 4855 26,124 y 2 /16 x HU2.75/10(Min) 14 23/4 9 21/2 14-164 6-10dx11/2 720 865 1875 2155 2345 1625 1870 2030 26 9'/4 x 91/2 HU2.75/10(Max) 23/4 9 21/2 18-16d 10-10d x11/2 1200 1440 2410 2775 3015 2090 2400 2610 3 HGUS2.75/10 12 23/4 815/16 4 46-16d 16-164 3630_ 3630 7940 8220 8410 5980 6195 6335 133 t 23/4 103/4 21/2 16-16d 6-10dx11/2 720 865 2145 2465 2680 1855 2135 2320 26,83 � 271/16 x HU2.75/12(Min) 14 n 111/4 x 11,/8 HU2.75/12(Max) 23/4 103/4 21/2 22-16d 10-10dx1'/2 1200 1440 2950 3390 3685 2550 2935 3190 26 HGUS2.75/12 12 23/4 1075/,6 4 56164 20164 4055 4055 8410 8760 8995 6335 6600 6775 133 HU2.75/14(Min) 14 23/4 13 21/2 18-16d 8-10dx17/2 960 1150 2410 2775 3015 2090 2400 2610 26,83 0 271/16x 14 HU2.75/14(Max) 23/4 13 21/2 24-16d 14-10dx11/21680 2015 3215 3700 4020 2785 3200 3480 26 y HGUS2.75/14 12 23/4 1215/16 4 66-16d 22-16d 5380 5380 8645 9030 9285 6510 6800 6995 133 HU2.75/16(Min) 23/4 141/16 2'/z 20-16d 8-10dx11/2 960 1150 2680 3080 3350 2320 2670 2900 26,83 211/16 x 16HU2.75/16(Max) 14 23/4 141/16 21/2 26-16d 14-10dx1'/2 1680 2015 3485 4005 4355 3015 3470 3770 26 _ HGUS2.75/14 12 23/4 1215/,6 4 66164 22164 5380 5380 8645 9030 9285 6510 6800 6995 133 HU48(Min) 39/16 613/16 2'/2 10-16d 4-104 605 725 1340 1540 1675 1160 1335 1365 26,83,124 31/2 x 71/4 HU48(Max) 14 39/16 613/16 21/2 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 26,124 HGUS46 12 3% 4'/16 4 20-16d 8-16d 2325 2325 3940 4535 4930 3410 3920 4260 3,39,121, HGUS48 35/a 71/16 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 133,140 U410 16 39/16 83/9 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 26,83,121,1=10 HUS410 39/16 815/,6 2 8-16d 8-16d 2160 2590 2010 2310 2510 1650 1900 2065 1,84 83, 133 U 3112 x HU410(Min) 39/16 8% 21/2 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 26,83,124 o0 91/4 x 9'/z HU410(Max) 14 39/16 8% 21/2 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 26,124 HHUS410 35/8 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 1 5480 4,37,121,133,140 o HGUS48 12 3% 71/16 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 3,39,121,133,140 HGUS410 35/6 9'/16 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 U410 16 39/16 83/e 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 26,83,121,140 HUS412 39/16 10'/2 2 10-16d 10-16d 2700 3240 2510 2885 3140 2065 2375 2580 1,84,121,133 HU412(Min) 39/16 105/16 21/2 16-16d 6-10d 905 1085 2145 2465 2680 1855 2135 2320 26,83,124 3'/zx HU412(Max) 14 39/16 105/16 21/2 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 26,124 111/4 x 11'/4 HHUS410 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,37,121,133,140 a HGUS48 35/8 71/16 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 HGUS410 12 3% 9'/16 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 3,39,121,133,140 HGUS412 35/6 10'/,6 4 56 164 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 133 U U414 16 39/16 10 2 16-16d 6-10d 890 1065 2130 2445 2660 1840 2115 2300 26,83,124 HU416 Min 39/16 13% 21/2 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 31/2 x 14 HU416(Max) 14 39/16 13% 21/2 26-16d 12-10d 1810 2015 3485 4005 4355 3015 3470 3770 26,124 HHUS410 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,37,121,133.140 HGUS410 12 35/6 9'/16 4 46-i6d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 3,39,121,133.140 HGUS414 3% 12'/16 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 133 1.10d commons or 16d sinkers may be used instead of the specified 16d at 4.MIN nailing quantity and load values—fill all round holes; 0.85 of the table load value. MAX nailing quantity and load values—fill all round and triangle holes. 2.16d sinkers may be used instead of the specified 10d commons with no 5.Hangers sorted in order of recommended selection for best overall load reduction. performance and installation value. 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthquake 6.14AILS:16d=0.162"dia.x 31/2'long,10d=0.148"dia.x 3"long, or wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal I0dx11/2=0.148"dia.x 11/2"long.See page 16-17 for other nail sizes and information. loading such as in cantilever construction.For SPF,use 0.86 x DF/SP Uplift Load. 95 MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:39 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTB_eam@ Engineerin.q Analysis©9996-2006 GeorQia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES.11710 PARK TERRACE Mark# : BM-1 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No _5 psi 1�1 7 1 LOADS Project Design Loads:Floor:Live=40 psi, Dead=15 psf, Roof. Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End Start @End Span# Starts Ends Additional Info 1 Concentrated(Ibs) 1983 1190 125% 0 5'3" D1 FROM LOWER ROOF 2 Concentrated(Ibs) 866 520 125% 0 TY D2 FROM LOWER ROOF 3 Concentrated(]bs) 4481 1781 100% 0 9'2 1/4" BM-2 FROM FLOOR 4 Span Carried(psf) 55 40 100% 0 9'8" 16'3" 9'1"s.c.-WI-16A 5 Concentrated(lbs) 289 210 100% 0 16'11" WI-16B 6 Concentrated(Ibs) 341 248 100% 0 18-3" WI-16C 7 Partial(plo 189 0 100% 0 9101, 19'7 1/2" 10'6"WALL( 18 PSF) 8 Concentrated(lbs) 480 288 125% 0 9'1 3/4" HJ7A FROM UPPER ROOF 9 Concentrated(lbs) 670 402 125% 0 10-3" CJ3A FROM UPPER ROOF 10 Concentrated(lbs) 519 311 125% 0 12'3" CJ5A FROM UPPER ROOF 11 Concentrated(lbs) 2052 1231 125% 0 14'3" J1 FROM UPPER ROOF 12 Concentrated(lbs) 1131 679 125% 0 16'3" J2 FROM UPPER ROOF 13 Concentrated(]bs) 1161 697 125% 0 18'3" J3 FROM UPPER ROOF 14 Concentrated(lbs) 5687 3412 125% 0 19'6" J4 FROM UPPER ROOF Uniform(plf) 29 0 0 0 19'7 1/2" Self Weight *Dimensions_measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 7480 16406 Max 100% 1401 2037 Max 125% 2186 6543 Min R'n 3893 7827 Min 100% 1401 2037 Min 125% 2186 6543 DL R'n 3893 7827 Min Brg(in.) 1.89 3.13 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 10319 1 19'6" 71 26600 125% 0.39 M(ft-lbs) 57982 1 9'2" 71 87385 125% 0.66 LtRn(lbs) 7480 0 0101, 71 31640 100% 0.24 See Note#4 RtRn(lbs) 16406 0 19'8" 71 21000 100% 0.78 See Note#4 LLDefl(in.) 0.41 1 9' 11" 71 0.65 L/578 TLDefl(in 1 0.85 1 91111, 71 0.98 L/276 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:39 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Enqineerinq Analysis ©1996-2006 Georgia-Pacific Corporation _ _Version: 7.0 Build: 7.0.0.2 _ 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Group-=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:42 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RAS LI RES. / 1710 PARK TERRACE Mark# : BM-1 ***WIND*** Usage : Beam (Floor) Spacing (in.) : 12.0 Max Defl : LL = L/360 TL= L/240 Composite Action : No B D' Sn5 ia� 15712 LOADS Project Design Loads:Floor. Live=O psf, Dead=10 psf,-Roof.'Live=30 psf,Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 10 0 100% 0 0101, 19'7 1/2" 12"o.c. Base Uniform Load(Spacing Sensitive) 1 Concentrated(lbs) -423 -423 133% 0 5'3" D1 FROM LOWER ROOF 2 Concentrated(lbs) -219 -219 133% 0 TY D2 FROM LOWER ROOF 3 Concentrated(lbs) 440 440 133% 0 9'2 1/4" BM-2 FROM FLOOR 4 Span Carried(psf) 10 0 100% 0 9'8" 16'3" 9'1"s.c.-WI-16A 5 Concentrated(lbs) 78 0 100% 0 16'11" WI-16B 6 Concentrated(lbs) 92 0 100% 0 18'3" WI-16C 7 Partial(plf) 126 0 100% 0 9101, 19'7 1/2" 10'6"WALL( 18 PSF) 8 Concentrated(lbs) -237 -237 133% 0 9' 1 3/4" HJ7A FROM UPPER ROOF 9 Concentrated(lbs) -180 -180 133% 0 10'3" CJ3A FROM UPPER ROOF 10 Concentrated(]bs) -180 -180 133% 0 12'3" CJ5A FROM UPPER ROOF 11 Concentrated(lbs) -775 -775 133% 0 14-3" J1 FROM UPPER ROOF 12 Concentrated(Ibs) -419 -419 133% 0 16'3" J2 FROM UPPER ROOF 13 Concentrated(Ibs) -430 -430 133% 0 18'3" J3 FROM UPPER ROOF 14 Concentrated(lbs) -2364 -2364 133% 0 19'6" J4 FROM UPPER ROOF Uniform(plf) 29 0 0 0 19'7 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 865 1709 Max 133% -824 -3963 Min R'n 41 -2254 Min 133% -824 -3963 DL R'n 865 1709 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1461 1 19'6" 11 19152 90% 0.08 M(ft-lbs) 6859 1 11'1" 10 62917 90% 0.11 LtRn(lbs) 865 0 0101, 10 31640 100% 0.03 See Note#4 RtRn(lbs) 1709 0 19'8" 10 21000 100% 0.08 See Note#4 LLDefl(in.) -0.10 1 9.111, 51 0.65 L/2478 TLDefl(in.) 0.10 1 9111.. 10 0.98 L/2336 USE: GPLAM 2.0E 1.75x16.00" 4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material,support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:42 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 DOL may not match total max/min reaction. —--—-- -- -- - - 11.Design valid for dry-use only(less than 16%moisture content). 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+ 100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 14. Group=Load Combination Number+Load Pattern number.(For simple sem,Load pattern= 1 for LL, 0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:37 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineerinq Analysis©9996-2006 Geoa-Pacific Corporation _ Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES. / 1710 PARK TERRACE Mark# : BM-2 Usage : Beam (Floor) Spacing (in.) : 12.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No :SI '+h6 psi 1, I LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,-Roof Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 159" 12"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) 189 0 100% 0 010" 15'9" 10'6"WALL( 18 PSF) 2 Concentrated(lbs) 480 288 133% 0 0'1 3/4" HJ7A FROM UPPER ROOF 3 Concentrated(lbs) 670 402 125% 0 1'3" CJ3A FROM UPPER ROOF 4 Concentrated(Ibs) 519 311 125% 0 3'3" CJ5A FROM UPPER ROOF 5 Concentrated(lbs) 588 353 125% 0 5'3" EJ7A FROM UPPER ROOF 6 Concentrated(lbs) 588 353 125% 0 7'3" EJ7A FROM UPPER ROOF 7 Concentrated(lbs) 588 353 125% 0 9111, EJ7A FROM UPPER ROOF 8 Concentrated(lbs) 588 353 125% 0 11'0" EJ7A FROM UPPER ROOF 9 Concentrated(lbs) 519 311 125% 0 13'0" CJ5A FROM UPPER ROOF 10 Concentrated(lbs) 670 402 125% 0 15'0" CJ3A FROM UPPER ROOF Uniform(plf) 15 0 0 0 15'9" Self Weight 'Dimensions measured from left en_d when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 4513 4481 Max 100% 315 315 Max 125% 1372 1466 Max 133% 285 3 Min R'n 2826 2700 Min 100% 315 315 Min 125% 1372 1466 Min 133% 285 3 DL R'n 2826 2700 Min Brg(in.) 2.28 2.27 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3848 1 0-2" 71 13300 125% 0.29 M(ft-lbs) 17291 1 7'10" 71 43692 125% 0.40 LtRn(lbs) 4513 0 0.01. 71 6921 100% 0.65 See Note#4 RtRn(lbs) 4481 0 15'9" 71 6921 100% 0.65 See Note#4 LLDefl(in.) 0.14 1 7' 10" 71 0.52 U1342 TLDefl(in.) 0.36 1 7'10" 71 0.79 L/527 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies, either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:37 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Gept a-Pacific Corporation _ Version: 7.0 Build: 7.0.0.2_ 11.LoadCombinations:10=D, 20=D+100%,30=D+ 115%,40=D+ 125%,50=D+133%, 60=D+100%+ 115%, 70=D+100%+125% '80=D+100%+ 133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.LFor simple span,Load pattern=1 for LL,0 for DL). i MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:37 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES.1 1710 PARK TERRACE Mark# : BM-2 ***WIND *** Usage : Beam (Floor) Spacing (in.) : 12.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No LOADS Project Design Loads:Floor Live=O psf, Dead-10 psf, Roof. Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 10 0 100% 0 0101, 15 9 12"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) 126 0 100% 0 010" 15'9" 10'6"WALL(18 PSF) 2 Concentrated(lbs) -237 -237 133% 0 0'1 3/4" HJ7A FROM UPPER ROOF 3 Concentrated(lbs) -180 -180 133% 0 1'3" CJ3A FROM UPPER ROOF 4 Concentrated(lbs) -180 -180 133% 0 3'3" CJ5A FROM UPPER ROOF 5 Concentrated(lbs) -180 -180 133% 0 5'3" EJ7A FROM UPPER ROOF 6 Concentrated(lbs) -180 -180 133% 0 7'3" EJ7A FROM UPPER ROOF 7 Concentrated(lbs) -180 -180 133% 0 9111, EJ7A FROM UPPER ROOF 8 Concentrated(Ibs) -180 -180 133% 0 11'0" EJ7A FROM UPPER ROOF 9 Concentrated(]bs) -180 -180 133% 0 13'0" CJ5A FROM UPPER ROOF 10 Concentrated(lbs) -180 -180 133% 0 15'0" CJ3A FROM UPPER ROOF Uniform(plf) 15 0 0 0 15'9" Self Weight *Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1186 1186 Max 133% -931 -746 Min R'n 255 440 Min 133% -931 -746 DL R'n 1186 1186 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 963 1 15'7" 10 9576 90% 0.10 M(ft-lbs) 4669 1 7'10" 10 31459 90% 0.15 LtRn(lbs) 1186 0 0101, 10 6921 100% 0.17 See Note#4 RtRn(lbs) 1186 0 15'9" 10 6921 100% 0.17 See Note#4 LLDefl(in.) -0.06 1 7'10" 51 0.52 L/3148 TLDefl(in.) 0.10 1 7'10" 10 0.79 L/1951 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies, either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Design valid for dry-use only(less than 16%moisture content). 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations: 10=D, 20=D+ 100%, 30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+ 125% , 80=D+100%+ 133%, 90=D+ 100%+ 115%+133%12, 100=D+100%+ 115%/2+133%, 110=D+Commercial Ld(100%) MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:37 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering AqaIysis©1996-20_06 Georgia-Pacific_Corporation _Version: 7.0 Build: 7_.0.0_ .2 13. Group=Load Combination Number+Load Pattern number for si�le�an,Load pattern= 1 for LL, 0 for DL). -- MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:55 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Ana/ sis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/ RASTRELLI RES.11710 PARK TERRACE Mark# : BM-3 Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 6 U 565 psi LOADS Project Design Loads:Floor.'Live=40 psf, Dead=15 psf, Roof. Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 22'8 3/8" 16"o.c.Base Uniform Load(Spacing Sensitive) 1 Concentrated(lbs) 16406 8579 125% 0 T5 3/4" BM-1 FROM FLOOR 2 Concentrated(lbs) 1073 644 125% 0 2'2" E2 FROM LOWER ROOF 3 Concentrated(Ibs) 1078 647 125% 0 4-2" E3 FROM LOWER ROOF 4 Concentrated(lbs) 1071 643 125% 0 6'2" E4 FROM LOWER ROOF 5 Partial(plf) 189 0 100% 0 0'0" 7'10" 10'6"WALL(18 PSF) 6 Concentrated(lbs) 480 288 125% 0 0'1 3/4" HJ7A FROM UPPER ROOF 7 Concentrated(]bs) 670 402 125% 0 V 3" CJ3A FROM UPPER ROOF 8 Concentrated(Ibs) 519 311 125% 0 3'3" CJ5A FROM UPPER ROOF 9 Concentrated(]bs) 3586 2152 125% 0 5'3" H1 FROM UPPER ROOF 10 Concentrated(lbs) 1358 815 125% 0 7-3" 1-12A FROM UPPER ROOF Uniform(plf) 29 0 0 0 22'8 3/8" Self Weight "Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 2 3 SUPPORTS(lbs) 1 2 3 Max R'n 16032 26474 -5800 Max 100% 398 1059 114 Max 125% 7939 12838 0 Min R'n 7694 12576 -12570 Min 100% -1 126 -359 Min 125% 0 0 -6297 DL R'n 7696 12576 -5914 Min Brg(in.) 4.05 6.69 1.50 [Based on bearing stress below) BM Str(psi) 565 565 565 DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 14948 1 0'4" 72 26600 M(ft-lbs) 82874 1 125% 0.56 7'6" 72 87385 125% 0.95 LtRn(lbs) 16032 0 0'0" 72 31640 100% 0.51 See Note#5 RtRn(lbs) -5800 0 22'8" 23 31640 100% 0.18 See Note#5 IntRn(lbs) 26474 0 18'3" 71 27685 100% 0.96 See Note#5 LLDefl(in.) 0.40 1 9'2" 72 0.61 L/544 TLDefl(in.) 0.76 1 9'2" 72 0.91 L/286 LLDefl(in.) -0.01 2 2'3" 72 0.15 L/3976 TLDefl(in.) -0.03 2 2'3" 72 0.22 L/2105 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:55 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBe_am@_Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 7. en This gineered lumber product has been sized for residentialuse.A co for commercial uses. ncentrated load check,per the building code,must be performed 8.Provide approved uplift resistance at supports with negative reactions. 9.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 10.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Design valid for dry-use only(less than 16%moisture content). 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 15.Group=Load Combination Number+Load Pattern number. For simple span Load pattern=1 for LL 0 for DL) MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:50 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®En ineerin Anal sis©199.6-20.0.6 Georgia-Pacific Comoration Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/ RASTRELLI RES. 11710 PARK TERRACE Mark# : BM-3 ***WIND*** Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/360 TL= L/240 Composite Action : No 1"o 56-,psl U SCS jai g r' ;r3��-si LOADS Project Design Loads:Floor. Live=O psf,Dead=10 psf, Roof. Live=30 psf, Dead=20 psf Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional info Spcg Sen Uniform(psf) 10 0 100% 0 0.011 22'8 3/8" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Concentrated(lbs) -2254 -2254 133% 0 T5 3/4" BM-1 FROM FLOOR 2 Concentrated(lbs) -232 -232 133% 0 2'2" E2 FROM LOWER ROOF 3 Concentrated(lbs) -230 -230 133% 0 4'2" E3 FROM LOWER ROOF 4 Concentrated(lbs) -228 -228 133% 0 6'2" E4 FROM LOWER ROOF 5 Partial(plf) 126 0 100% 0 0101. 7-10" 10'6"WALL(18 PSF) 6 Concentrated(lbs) -237 -237 133% 0 0'1 3/4" HJ7A FROM UPPER ROOF 7 Concentrated(lbs) -180 -180 133% 0 VY CJ3A FROM UPPER ROOF 8 Concentrated(lbs) -180 -180 133% 0 TY CJ5A FROM UPPER ROOF 9 Concentrated(lbs) -943 -943 133% 0 5'3" H1 FROM UPPER ROOF 10 Concentrated(Ibs) -527 -527 133% 0 TY H2A FROM UPPER ROOF Uniform(plf) 29 0 0 0 22'8 3/8" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span LOAD PATTERNS(*=span loaded) -- 1 2 1 2 3 SUPPORTS(lbs) 1 2 3 Max R'n 1021 1411 1568 Max 133% 0 0 2048 Min R'n -1877 -2751 -480 Min 133% -2897 -4161 0 DL R'n 1021 1411 -480 Min Brg(in.) 1.50 3.00 1.50 (Based on bearing stress below) Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1878 1 0'6" 51 28373 133% 0.07 M(ft-lbs) 10691 1 7'6" 51 93208 133% 0.11 LtRn(lbs) 1021 0 010.. 53 47460 100% 0.02 See Note#5 RtRn(lbs) 1568 0 22'8" 51 31640 100% 0.05 See Note#5 IntRn(lbs) 1411 0 18'3" 10 27685 100% 0.05 See Note#5 LLDefl(in.) -0.12 1 9'3" 51 0.61 L/1751 TLDefl(in.) -0.09 1 9'3" 51 0.91 L/2351 LLDefl(in.) 0,00 2 2'3" 51 0.15 L/12924 TLDefl(in.) 0.00 2 2'3" 51 0.22 U16895 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:50 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georg-Pacific Corporation Version: 7.0 Build: 7.0.0.2 — .Provide approved uplift resistance at supports with negative reactions. — 9.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 10.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Design valid for dry-use only(less than 16%moisture content). 13. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+ 115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+1155,o/2+133%, 110=D+Commercial Ld(100%) 15.Group=Load Combination Number+Load Pattern number.(For simple span Loadpattern=1 for LL 0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:52 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®EngineerinAnal sis ©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES.11710 PARK TERRACE Mark# : BM-5 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL= L/240 Composite Action : No _ � 595 jai 35 565 LOADS Project Design Loads:Floor.'Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 010.. 7'9" 16'0"s.c.-WI-16 2 Uniform(plf) 84 0 100% 0 010" 7'9" 10'6"WALL(8 PSF) Uniform(plf) 15 0 0 0 7'9" Self Weight 'Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2087 2087 Max 100% 1240 1240 Min R'n 847 847 Min 100% 1240 1240 DL R'n 847 847 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1290 1 0'2" 21 10640 100% 0.12 M(ft-lbs) 4044 1 3- 10" 21 34954 100% 0.12 LtRn(lbs) 2087 0 0101, 21 6921 100% 0.30 See Note#4 RtRn(lbs) 2087 0 7'9" 21 6921 100% 0.30 See Note#4 LLDefl(in.) 0.02 1 3' 10" 21 0.26 L/5881 TLDefl(in.) 0.03 1 3' 10" 21 0.39 L/3494 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simplespan,Load pattern=f for LL 0 for DL) MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 2:52 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Geor ia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD m FASANELI I RASTRELLI RES. 11710 PARK TERRACE Mark# : BM-6 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End StartEnd Span# Starts Ends Additional Info_ 1 Span Carned(psf) 55 40 100% 0 0101, 6'6" 14'0"s.c. 2 Span Carried(psf) 55 40 100% 0 0101, 6'0" 15'2"s.c.-WI-16 Uniform(plf) 15 0 0 0 6'0" Self Weight *Dimensions measured from left end when span#is 0, otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 2450 2450 Max 100% 1749 1749 Min R'n 701 701 Min 100% 1749 1749 DL R'n 701 701 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1242 1 0'2" 21 10640 100% 0.12 M(ft-lbs) 3675 1 3'0" 21 34954 100% 0.11 LtRn(lbs) 2450 0 0101, 21 6921 100% 0.35 See Note#4 RtRn(lbs) 2450 0 6'0" 21 6921 100% 0.35 See Note#4 LLDefl(in.) 0.01 1 3-0" 21 0.20 L/5754 TLDefl(in.) 0.02 1 3'0" 21 0.30 U4108 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115Y./2+133%, 110=D+Commercial Ld(100%) 12.Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:24 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineerinq Analysis ©1_996-2006 Georgia-Pacific Comoration Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES.11710 PARK TERRACE Mark# : BM-7 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = LI240 Composite Action : No i _�psl iCI LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 ps(,Roof.'Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 15'0" 13' 11"s.c.-WI-14 2 Span Carried(psf) 55 40 100% 0 8'1" 15'0" 15'6"s.c.-WI-16 3 Partial(plfl 189 0 100% 0 0101, 8'0" 10'6"WALL( 18 PSF) 4 Concentrated(Ibs) 834 500 125% 0 2-0" C4 FROM LOWER ROOF 5 Concentrated(lbs) 835 501 125% 0 4'0" C4 FROM LOWER ROOF 6 Concentrated(lbs) 835 501 125% 0 6'0" C4 FROM LOWER ROOF 7 Concentrated(lbs) 480 288 125% 0 0'1 3/4" HJ7A FROM UPPER ROOF 8 Concentrated(lbs) 670 402 125% 0 VY CJ3A FROM UPPER ROOF 9 Concentrated(lbs) 519 311 125% 0 3'3" CJ5A FROM UPPER ROOF 10 Concentrated(lbs) 925 555 125% 0 5'3" L1 FROM UPPER ROOF 11 Concentrated(lbs) 2639 1583 125% 0 TY L2 FROM UPPER ROOF 12 Concentrated(Ibs) 9123 4565 100% 0 T6 3/4" BM-8 FROM FLOOR Uniform(plf) 29 0 0 0 15-0" Self Weight *Dimensions measured from left end when s an#is 0, otherwise, from left end of the s erified span. SUPPORTS(lbs) 1 2 Max R'n 14700 12801 Max 100% 4843 6036 Max 125% 3178 1464 Min R'n 6679 5301 Min 100% 4843 6036 Min 125% 3178 1464 DL R'n 6679 5301 Min Brg(in.) 3.72 3.24 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 13063 1 0'4" 71 26600 125% 0.49 M(ft-lbs) 61178 1 T7 21 69908 100% 0.88 LtRn(lbs) 14700 0 0101, 71 31640 100% 0.46 See Note#4 RtRn(lbs) 12801 0 15'0" 71 13842 100% 0.92 See Note#4 LLDefl(in.) 0.34 1 7'7" 71 0.50 L1527 TLDefI(in.) 0.62 1 7'7" 71 0.75 L/292 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D,20=D+100%,30=D+ 115%, 40=D+125%, 50=D+133%, 60=D+ 100%+115%, 70=D+100%+ 125% MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:24 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Georgia-Pacific Coloration Version: 7.0 Build: 7.0.0.2 _ --- — -- _ 0=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+CommercialLd(100%) 12. Group_=Load Combination Number+Load Pattern number.(For simple sin,Load pattern= f for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:24 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis ©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES. 11710 PARK TERRACE Mark# : BM-7 *** WIND Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No "o U oii :ci 5C5 pct LOADS Project Design Loads:Floor:Live=O psf, Dead=10 psf,-Roof. Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start End Span# Starts Ends Additional Info 1 Span Carried(psf) 10 5 100% 0 0.01. 15'0" 13'11"s.c.-WI-14 2 Span Carried(psf) 10 5 100% 0 8'1" 150" 15'6"s.c.-WI-16 3 Partial(plf) 126 0 100% 0 0101, 8'0" 10'6"WALL( 18 PSF) 4 Concentrated(Ibs) -180 -180 133% 0 2'0" C4 FROM LOWER ROOF 5 Concentrated(lbs) -180 -180 133% 0 4-0" C4 FROM LOWER ROOF 6 Concentrated(Ibs) -180 -180 133% 0 6101, C4 FROM LOWER ROOF 7 Concentrated(lbs) -237 -237 133% 0 0'1 3/4" HHA FROM UPPER ROOF 8 Concentrated(lbs) -180 -180 133% 0 1'3" CJ3A FROM UPPER ROOF 9 Concentrated(lbs) -180 -180 133% 0 TY CJ5A FROM UPPER ROOF 10 Concentrated(lbs) -349 -349 133% 0 5'3" L1 FROM UPPER ROOF 11 Concentrated(Ibs) -1087 -1087 133% 0 TY L2 FROM UPPER ROOF 12 Concentrated(lbs) -1399 -1399 133% 0 T6 3/4" BM-8 FROM FLOOR Uniform(plf) 29 0 0 0 15'0" Self Weight Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 1607 1428 Max 100% 325 470 Max 133% -2419 -1553 Min R'n -1136 -596 Min 100% 325 470 Min 133% -2419 -1553 DL R'n 1283 958 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1240 1 0-4" 21 21280 100% 0.06 M(ft-lbs) 5735 1 TY 21 69908 100% 0.08 LtRn(lbs) 1607 0 010.1 21 31640 100% 0.05 See Note#4 RtRn(lbs) 1428 0 15'0" 21 13842 100% 0.10 See Note#4 LLDefl(in.) -0.10 1 7'7" 51 0.50 L/1871 TLDefl(in.) -0.06 1 7'7" 51 0.75 L/3221 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 112"dia.bolts&washers 2"from edges @ 24"o/c staggered. 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:24 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®En ineering Analysis©1996-2006 Georgia-Pacific_ Corporation _ Version: 7.0 Build: 7.0.0.2 11.Design valid for dry-use only(less than 16%moisture content). — 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%, 30=D+ 115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100% +115%+133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 14.Group=Load Combination Number+Load Pattern number.jFor simple span,Load pattern=1 for LL, 0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 5 Mar 2007 3:17 pm FASTBeam@ Enaineerinq Analysis ©1996-2006 Georgia-Pacific Cor oration Project : S-07-0165R.FBD FASANELI/RASTRELLI RES•/11710 PARIK TERRACE Mark # : BM-8 Usage : Beam (Floor) Max Defl : LL= L/360 TL = L/240 Composite Action -. No Spacing (in.) .- 16.0 LOADS Project Design Loads:Floor. Live=40 psf, f Roof Lif, D Dead=15 psve=30 psead=20 psf. — Live+Dead Ld(T) Live Ld(L) LDF Location' # Sha-Pe Start End StartEnd San# Starts Ends @ p Additional Info Spcg Sen Urnform(psf) 55 40 100% 0 010.1 156" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) 189 0 100% 0 010" 15'6" 2 Concentrated(lbs) 480 288 125% 0 0' 1 3/4" A WALL UP ER ) HJ7 3 Concentrated(lbs) 670 402 125% 0 1'3" FROM UPPER ROOF CJ3A FROM UPPER ROOF 4 Concentrated(lbs) 519 311 125% 0 TY CJ5A FROM UPPER ROOF 5 Concentrated(lbs) 3071 1843 125% 0 5'3" 111A FROM UPPER ROOF 6 Concentrated(lbs) 1620 972 125% 0 7'3" 112A FROM UPPER ROOF 7 Concentrated(lbs) 1620 972 125% 0 9-3" 113A FROM UPPER ROOF 8 Concentrated(lbs) 1620 972 125% 0 1 1'3" 114A FROM UPPER ROOF 9 Concentrated(Ibs) 1662 997 125% 0 13'3" 115A FROM UPPER ROOF 10 Concentrated(lbs) 1415 849 125% 0 15'3" Uniform(plf) 22 0 Self FROM UPPER ROOF `Dimensions measured from left end when s an#is 0, otherwise,from left end of the specified span. eight SUPPORTS(lbs) 1 2 Max R'n 7959 9123 Max 100% 413 413 Max 125% 3454 4152 Min R'n 4092 4558 Min 100% 413 413 Min 125% 3454 4152 DL R'n 4092 4558 Min Brg(in.) 2.68 3.08 (Based on bearing stress below) Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 7534 1 15'4" 71 19950 125% 0.38 M(ft-lbs) 34584 1 TY 71 65539 125% 0.53 LtRn(lbs) 7959 0 0101, 71 10382 100% 0.77 See Note#4 RtRn(lbs) 9123 0 15'6" 71 10382 100% 0.88 See Note#4 LLDefI(in.) 0.23 1 7'9" 71 0.52 L/817 TLDefl(in.) 0.46 1 7'9" 71 0.77 U406 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade,Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Rn from 'Supports'section above. 5.Bearing length based on design material,support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9. Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%, 50=D+ 133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+ 133%12, 100=D+100%+ 115%12+133%, 110=D+Commercial Ld(100%) MANNING BUILDING SUPPLIES JOHN KNIGHT 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 5 Mar 2007 3:17 pm FAST_B_e_am®Engineering Analysis©1996-2006 -Pacific Corporation_ _ _._---_ Version: 7.0 Build: 7.0.0.2 12. Group=Load Combination Number+Load Pattern number. For sim les an,Load attern=1 for LL, 0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:22 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georqia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES.1 1710 PARK TERRACE Mark# : BM-8 ***WIND**' Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 565 psi LOADS Project Design Loads:Floor:Live=0 psf, Dead=10 psf,Roof.'Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 10 0 100% 0 0101, 15'6" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) 126 0 100% 0 0'0" 156" 10'6"WALL(18 PSF) 2 Concentrated(lbs) -237 -237 133% 0 0' 1 3/4" HJ7A FROM UPPER ROOF 3 Concentrated(lbs) -180 -180 133% 0 1'3" CJ3A FROM UPPER ROOF 4 Concentrated(lbs) -180 -180 133% 0 TY CJ5A FROM UPPER ROOF 5 Concentrated(lbs) -1139 -1139 133% 0 5'3" 1-11A FROM UPPER ROOF 6 Concentrated(lbs) -610 -610 133% 0 7'3" 1-12A FROM UPPER ROOF 7 Concentrated(lbs) -619 -619 133% 0 9-3" H3A FROM UPPER ROOF 8 Concentrated(lbs) -628 -628 133% 0 11'3" H4A FROM UPPER ROOF 9 Concentrated(lbs) -636 -636 133% 0 13-3" 1-15A FROM UPPER ROOF 10 Concentrated(lbs) -563 -563 133% 0 15'3" H6 FROM UPPER ROOF Uniform(plf) 22 0 0 0 15'6" Self Weight 'Dimensions measured from left end when span#is 0, otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1249 1249 Max 133% -2144 -2648 Min R'n -894 -1399 Min 133% -2144 -2648 DL R'n 1249 1249 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1011 1 14'0" 11 14364 90% 0.07 M(ft-lbs) 4841 1 7'9" 10 47188 90% 0.10 LtRn(lbs) 1249 0 0101, 10 10382 100% 0.12 See Note#4 RtRn(lbs) 1249 0 15'6" 10 10382 100% 0.12 See Note#4 LLDefl(in.) -0.13 1 7'9" 51 0.52 L/1443 TLDefl(in.) 0.07 1 7'9" 10 0.77 L/2859 USE. GPLAM 2.0E 1.75x16.00" 3 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material,support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Design valid for dry-use only(less than 16%moisture content). 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13. Load Combinations: 10=D, 20=D+100%,30=D+115%,40=D+ 125%, 50=D+ 133%, 60=D+100%+ 115%, 70=D+ 100% + 125% MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:22 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineerinq Analysis©1996-2006 Georgia-Pacific Corppjation Version: 7.0 Build: 7.0.0.2 _ '80=D+100%+133%, 90=D+100%+115%+ 133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 14. Groin=Load Combination Number+Load Pattern number. For simple span,Load pattern= 1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:09 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georqia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES. 11710 PARK TERRACE Mark# : BM-9 Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No . 6 n65 psi LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101. 15'0" 16"o.c. Base Uniform Load(Spacing Sensitive) - I Span Carried(psf) 55 40 100% 0 0'0" 150" 13'11"s.c.-WI-14 2 Partial(plf) 84 0 100% 0 0101, 9'0" 10'6"WALL(8PSF) Uniform(plf) 22 0 0 0 15'0" Self Weight Dimensions measured from left end when s an#is 0, otherwise,from left end of the specified span, SUPPORTS(lbs) 1 2 Max R'n 4116 3813 Max 100% 2485 2485 Min R'n 1631 1328 Min 100% 2485 2485 DL R'n 1631 1328 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3290 1 0'2" 21 15960 100% 0.21 M(ft-lbs) 15056 1 7'6" 21 52431 100% 0.29 LtRn(lbs) 4116 0 0101, 21 10382 100% 0.40 See Note#4 RtRn(lbs) 3813 0 160" 21 10382 100% 0.37 See Note#4 LLDefI(in.) 0.12 1 7'6" 21 0.50 L/1524 TLDefl(in.) 0.19 1 7'6" 21 0.75 L/947 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o%(one row 2"from top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+ 100%+ 115%, 70=D+100%+ 125% ,80=D+100%+133%, 90=D+100%+115%+133Y./2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12.Group=Load Combination Number+Load Pattern number. For simp span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 5 Mar 2007 3:14 pm FASTBeam@ Engineerin2 Analysis©1996-2006 Georgia-Pacific Cor oration Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/ RASTRELLI Mark# BM-10 RES. 11710 PARK TERRACE : Usage : Beam (Floor) Max Defl : LL = L/360 TL= L/240 Composite Action : No ------------- Spacing (in.) : 16.0 "u it 555 psi 555 psi LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,'Roof. Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End @Start End Span# Starts_ Ends Additional Info Spcg Sen Umform(psf) 55 40 100% 0 0'0' 16'0" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Concentrated(lbs) 1333 800 125% 0 14'10 1/4" RB-2 2 Uniform(plf) 189 0 100% 0 010" 16'0" 10'6"WALL( 18 PSF) 3 Concentrated(Ibs) 480 288 125% 0 0'1 3/4" HJ7A 4 Concentrated(lbs) 670 402 125% 0 1'3" CJ3A 5 Concentrated(lbs) 519 311 125% 0 3'3" CJ5A 6 Concentrated(lbs) 3892 2335 125% 0 5'3" H1 FROM UPPER ROOF 7 Concentrated(lbs) 1723 1034 125% 0 TY H2 FROM UPPER ROOF 8 Concentrated(lbs) 1723 1034 125% 0 9'3" H3 FROM UPPER ROOF 9 Concentrated(lbs) 1724 1034 125% 0 11'3" H4 FROM UPPER ROOF 10 Concentrated(lbs) 1769 1061 125% 0 13'3" H5 FROM UPPER ROOF 11 Concentrated(lbs) 9452 5671 125% 0 152 1/4" H8 FROM UPPER ROOF Uniform(plf) 29 0 0 0 16-0" Self Weight Dimensions measured from left end when s an#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 9514 18435 Max 100% 427 427 Max 125% 4309 9662 Min R'n 4778 8346 Min 100% 427 427 Min 125% 4309 9662 DL R'n 4778 8346 Min Brg(in.) 2.41 4.66 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 13322 1 15'9" 71 26600 125% 0.50 M(ft-lbs) 44027 1 8'1" 71 87385 125% 0.50 LtRn(lbs) 9514 0 0101, 71 31640 100% 0.30 See Note#4 RtRn(lbs) 18435 0 16'0" 71 21752 100% 0.85 See Note#4 LLDefl(in.) 0.24 1 8'1" 71 0.53 L/785 TLDefl(in.) 0.48 1 8'1" 71 0.80 L/403 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade, Depth, Plies selected by user G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material,support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9. Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%,30=D+ 115%,40=D+ 125%, 50=D+133%, 60=D+100%+ 115%, 70=D+ 100%+ 125% MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:14 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam_ ®Engineering Analysis©1996_2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.,(For simple soman, Load pattern= 1 for LL,0 for DLL_ MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:19 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®En_gineerinAnalysis©1996-2006 Georgia-Pacific CorporationVersion: 7.0 Build: 7.0.0.2 Project : 0165***WIND***BM-1 Mark# 0 ***WINFASANELI/RASTRELLI RES. 11710 PARK TERRACE-9 : BM-1 Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No S 0 S!35 psi oG_psi 18 i). LOADS Project Design Loads:Floor.'Live=0 psf, Dead=10 psf,Roof.'Live=30 psf, Dead=20 psf Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape _ @Start End @Start gEnd Span# Starts _ Ends Additional Info Spcg Sen Uniform(psf) 10 0 100% 0 0101, 160" 16"o.c.Base Uniform Load(Spacing Sensitive) 1 Concentrated(lbs) -86 -86 133% 0 14'10 1/4" RB-2 2 Uniform(plf) 126 0 100% 0 010" 16'0" 10'6"WALL(18 PSF) 3 Concentrated(lbs) -237 -237 133% 0 0'1 3/4" HJ7A 4 Concentrated(lbs) -180 -180 133% 0 1'3" CJ3A 5 Concentrated(lbs) -180 -180 133% 0 3'3" CJ5A 6 Concentrated(lbs) -935 -935 133% 0 5'3" H1 FROM UPPER ROOF 7 Concentrated(lbs) -634 -634 133% 0 7'3" H2 FROM UPPER ROOF 8 Concentrated(lbs) -644 -644 133% 0 9'3" H3 FROM UPPER ROOF 9 Concentrated(lbs) -671 -671 133% 0 11'3" H4 FROM UPPER ROOF 10 Concentrated(lbs) -680 -680 133% 0 13'3" H5 FROM UPPER ROOF 11 Concentrated(lbs) -4003 -4003 133% 0 15'2 1/4" H8 FROM UPPER ROOF Uniform(plf) 29 0 0 0 16'0" Self Weight *Dimensions measured from left end when s an#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1348 1348 Max 133% -2316 -5934 Min R'n -968 -4586 Min 133% -2316 -5934 DL R'n 1348 1348 Min Brg(in.) 1.50 1.50 [Based on bearing stress below) Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 3000 1 15-9" 81 28373 133% 0.11 M(ft-lbs) 5392 1 8' 1" 10 62917 90% 0.09 LtRn(lbs) 1348 0 0101, 10 31640 100% 0.04 See Note#4 RtRn(lbs) 1348 0 16'0" 10 21752 100% 0.06 See Note#4 LLDefl(in.) -0.13 1 8'1" 51 0.53 L/1531 TLDefI(in.) -0.07 1 8'1" 51 0,80 U2828 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded, Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Design valid for dry-use only(less than 16%moisture content). 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:19 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FAST_Beam®Engineerin Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 _ 13.Load Combinations: 10=D,20=D+100%,_j_0-=D+ 115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80=D+ 100%+133%, 90=D+100%+115%+133Y.12, 100=D+ 100%+115%/2+133%, 110=D+Commercial Ld(100%) 14.Group_=Load Combination Number+Load Pattern number. (For simple span,Loadter--1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:26 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georqia-Pacific Corporation Version: 7.0 Build 7.0.0.2 Project . S 07 0165R.FBD FASANELI/ RASTRELLI RES. 11710 PARK TERRACE Mark# : BM-11 Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No SI LOADS Project Design Loads:Floor:Live=40 psf, Dead=-f5 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 7'3" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Span Carried(psf) 55 40 100% 0 0101, TY 15'4"s.c.-WI-16 Uniform(plf) 22 0 0 0 TY Self Weight 'Dimensions measured from left end when span#is 0, otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1875 1875 Max 100% 1306 1306 Min R'n 569 569 Min 100% 1306 1306 DL R'n 569 569 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1110 1 0'2" 21 15960 100% 0.07 M(ft-lbs) 3398 1 3'8" 21 52431 100% 0.06 LtRn(lbs) 1875 0 0.011 21 10382 100% 0.18 See Note#4 RtRn(lbs) 1875 0 7-3" 21 10382 100% 0.18 See Note#4 LLDefl(in.) 0.01 1 3'8" 21 0.24 L/9161 TLDefl(in.) 0.01 1 3'8" 21 0.36 L/6382 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL) MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:27 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineerin2 Analysis ©1996-2006 Ghia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES.11710 PARK TERRACE Mark# : BM-12 Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/360 TL= L/240 Composite Action : No C. r- LOADS Project Design Loads:Floor. Live=40 psf,-Dead=15 ps(, Roof. Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0'0" 11'3" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Span Carried(psf) 55 40 100% 0 0'0" 11'3" 13'3"s.c.-WI-14 2 Uniform(plf) 189 0 100% 0 010" 11'3" 10'6"WALL(18 PSF) 3 Concentrated(lbs) 480 288 125% 0 0'1 3/4" HJ7A FROM UPPER ROOF 4 Concentrated(lbs) 670 402 125% 0 VY CJ3A FROM UPPER ROOF 5 Concentrated(lbs) 519 311 125% 0 TY CJ5A FROM UPPER ROOF 6 Concentrated(lbs) 1723 1034 125% 0 5'3" K1 FROM UPPER ROOF 7 Concentrated(lbs) 981 589 125% 0 TY K2 FROM UPPER ROOF 8 Concentrated(lbs) 981 589 125% 0 9'3" K2 FROM UPPER ROOF 9 Concentrated(Ibs) 5161 3097 125% 0 10'5" K3 FROM UPPER ROOF Uniform(plf) 15 0 0 0 11'3" Self Weight 'Dimensions measured from left end when_span#is 0, otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 6868 10857 Max 100% 1791 1791 Max 125% 1958 4351 Min R'n 3120 4715 Min 100% 1791 1791 Min 125% 1958 4351 DL R'n 3120 4715 Min Brg(in.) 3.47 5.49 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 7375 1 10, 111, 71 13300 125% 0.55 M(ft-lbs) 21056 1 5'3" 71 43692 125% 0.48 LtRn(lbs) 6868 0 0101, 71 15820 100% 0.43 See Note#4 RtRn(lbs) 10857 0 11'3" 71 15820 100% 0.69 See Note#4 LLDefl(in.) 0.13 1 5'8" 71 0.38 L/1004 TLDefl(in.) 0.24 1 5'8" 71 0.56 L/553 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies, either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+ 100%+125% ,80=D+100%+ 133%, 90=D+100%+115%+ 133Y.12, 100=D+100%+ 115%12+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(or simple span. Load pattern=1 for LL,0 for D� MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:28 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Anal sis©1996-2006 Georgia-Pacific Corporation Version- 7.0 Build.- 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES. 11'7'10 PARK TERRACE Mark# : BM-12 ***WIND *** Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/360 TL = L1240 Composite Action : No ri ;8s pci LOADS Project Design Loads:Floor. Live=O psf, Dead=10 psf,•Roof. Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 10 0 100% 0 0101, 11'3" _16-oc. Base Uniform Load(Spacing Sensitive) 1 Span Carried(psf) 10 0 100% 0 0101, 11'3" 13'3"s.c.-WI-14 2 Uniform(plf) 126 0 100% 0 010" 11'Y 10'6"WALL( 18 PSF) 3 Concentrated(lbs) -237 -237 133% 0 0'1 3/4" HJ7A FROM UPPER ROOF 4 Concentrated(lbs) -180 -180 133% 0 1'3" CJ3A FROM UPPER ROOF 5 Concentrated(lbs) -180 -180 133% 0 TY CJ5A FROM UPPER ROOF 6 Concentrated(Ibs) -650 -650 133% 0 53" K1 FROM UPPER ROOF 7 Concentrated(lbs) -358 -358 133% 0 TY K2 FROM UPPER ROOF 8 Concentrated(lbs) -358 -358 133% 0 9'3" K2 FROM UPPER ROOF 9 Concentrated(Ibs) -2082 -2082 133% 0 10'5" K3 FROM UPPER ROOF Uniform(pif) 15 0 0 0 11'3" Self Weight 'Dimensions measured from left end when span#is 0, otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1237 1237 Max 133% -1214 -2831 Min R'n 23 -1594 Min 133% -1214 -2831 DL R'n 1237 1237 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 870 1 10'5" 11 9576 90% 0.09 M(ft-lbs) 3479 1 5'8" 10 31459 90% 0.11 LtRn(lbs) 1237 0 0'0" 10 15820 100% 0.08 See Note#4 RtRn(lbs) 1237 0 11'Y 10 15820 100% 0.08 See Note#4 LLDefl(in.) -0.05 1 5'8" 51 0.38 L/2857 TLDefl(iin.) 0.04 1 5'8" 10 0.56 L/3347 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Design valid for dry-use only(less than 16%moisture content). 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations: 10=D, 20=D+100%,30=D+ 115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+ 125% ,80=D+100%+ 133%, 90=D+100%+115%+ 133V.12, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:28 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Geo�a-Pacific Corporation Version: 7.0 Build: 7.0.0.2 4. Groff=Load Combination Number+Load Pattern number.(Forsimple�an,Load pattern= for LL,0 for DL), MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:39 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES./ 1710 PARK TERRACE Mark# : WI-8 Usage : Joist (Floor) Spacing (in.) : 16.0 Max Defl : LL= L/480 TL = L/240 Composite Action : Yes (*See Note#9) _; oG5 psi LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End @StartaEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0'0" 8'0" 16"o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 293 293 Max 100% 213 213 Min R'n 80 80 Min 100% 213 213 DL R'n 80 80 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plo 1 2 Max R'n 220 220 Max 100% 160 160 Min R'n 60 60 Min 100% 160 160 DL R'n 60 60 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 283 1 0'2" 21 1970 100% 0.14 M(ft-lbs) 587 1 4'0" 21 6835 100% 0.09 LtRn(lbs) 293 0 0101, 21 1799 100% 0.16 See Note#5 RtRn(lbs) 293 0 8'0" 21 1799 100% 0.16 See Note#5 LLDefl(in.) 0.01 1 4'0" 21 0.20 L/9435 TLDefI(in.) 0.01 1 4'0" 21 0.40 L/6862 USE: WI 60 16.00" R-16" O.C. f meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edge. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation, 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c.Live defl'n exceeding U480 not recommended(i.e.U500 is OK). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+ 100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Groff=Load Combination Number+Load Pattern number-1For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:39 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES. / 1710 PARK TERRACE Mark# : WI-12 08 Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL = L/480 TL= L/240 Composite Action : Yes (`See Note #9) sl 12 II LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start PEnd @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 12'0" 16"o.c. Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 440 440 Max 100% 320 320 Min R'n 120 120 Min 100% 320 320 DL R'n 120 120 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plo 1 2 Max R'n 330 330 Max 100% 240 240 Min R'n 90 90 Min 100% 240 240 DL R'n 90 90 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 429 1 0'2" 21 1970 100% 0.22 M(ft-lbs) 1320 1 6101, 21 6835 100% 0.19 LtRn(lbs) 440 0 0101. 21 1799 100% 0.24 See Note#5 RtRn(lbs) 440 0 12'0" 21 1799 100% 0.24 See Note#5 LLDefl(in.) 0.04 1 6-0" 21 0.30 L/3824 TLDefI(in.) 0.05 1 6'0" 21 0.60 02781 USE: WI 60 16.00"R16" o.c. f meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edge. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005, 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation, 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c.Live defl'n exceeding 0480 not recommended(i.e.L1500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 12.Group=Load Combination Number+Load Pattern number.Lor simple span,Load pattern=1 for LL, 0 for DL. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:39 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Geor ia-Pacific Corporation Version.- 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/RASTRELLI RES. 11710 PARK TERRACE Mark# : WI-12A Usage : Joist (Floor) Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note #9) sss ps 1 z LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,'Roof.'Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0 0 12-0" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Wall(plf)+ 252 0 0 11'10 1/4" Span Carried(psf) 50 30 125% 3'1"s.c.(16"o.c.) *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span LOAD PATTERNS(*=span loaded) 1 2 1 2 3 SUPPORTS(lbs) 1 2 Max R'n 360 968 Max 100% 289 354 Max 125% 0 67 Min R'n 62 546 Min 100% -3 66 Min 125% -6 0 DL R'n 72 546 Min Brg(in.) 1.75 3.50 Stiffener NO NO SUPPORTS(plo 1 2 Max R'n 270 726 Max 100% 217 266 Max 125% 0 51 Min R'n 47 409 Min 100% -3 49 Min 125% -4 0 DL R'n 54 409 Min Brg(in.) 1.75 3.50 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 463 2 0101, 23 1970 100% 0.23 M(ft-lbs) 885 1 4'9" 22 6835 100% 0.13 LtRn(lbs) 360 0 0101, 22 1799 100% 0.20 See Note#5 IntRn(lbs) 900 0 10,101, 21 2500 100% 0.36 See Note#5 LLDefl(in.) 0.03 1 5'5" 22 0.27 L/4871 TLDefl(in.) 0.03 1 5'5" 72 0.54 L/4154 LLDefl(in.) -0.01 2 1'2" 22 0.20 2L/4601 TLDefl(in.) 0.01 2 1'2" 73 0.12 2L/3634 USE: WI 60 16.00" (CD16" o.c. f meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edges. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:39 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 314"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c.Live defl'n exceeding L1480 not recommended(i.e.L1500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Defl(located above beam drawing). 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+ 100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 13.-Group=Load Combination Number+Load Pattern number. For simple span,Load pattern=1 for LL 0 for DL) MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/ RASTRELLI RES. 11710 PARK TERRACE Mark# : WI-14 Z5*' Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note #9) u CC LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf, — Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 14'0" 16"o.c. Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 513 513 Max 100% 373 373 Min R'n 140 140 Min 100% 373 373 DL R'n 140 140 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plq 1 2 Max R'n 385 385 Max 100% 280 280 Min R'n 105 105 Min 100% 280 280 DL R'n 105 105 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 503 1 13'10" 21 1970 100% 0.26 M(ft-lbs) 1797 1 T 0" 21 6835 100% 0.26 LtRn(lbs) 513 0 0101, 21 1799 100% 0.29 See Note#5 RtRn(lbs) 513 0 14'0" 21 1799 100% 0.29 See Note#5 LLDefl(in.) 0.06 1 7-0" 21 0.35 L/2612 TLDefl(in.) 0.09 1 TO" 21 0.70 U1899 USE: WI 60 16.00"606" o.c. f meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edge. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c.Live defl'n exceeding U480 not recommended(i.e.0500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%, 30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+ 115%+133Y.12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number_L simple span,Loadpattern=1 for LL,0 for DL_ MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®En ineerinq Analysis©1996-2006 Geor ia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES. 11710 PARK TERRACE Mark# : WI-16 'Z(0 Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL = L/480 TL= L/240 Composite Action : Yes ('See Note #9) ;65 psi _5 ._5psi 16 n. LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts_ Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 16'0" 16"o.c. Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 587 587 Max 100% 427 427 Min R'n 160 160 Min 100% 427 427 DL R'n 160 160 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS 1 2 Max R'n 440 440 Max 100% 320 320 Min R'n 120 120 Min 100% 320 320 DL R'n 120 120 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 576 1 0'2" 21 1970 100% 0.29 M(ft-lbs) 2347 1 8'0" 21 6835 100% 0.34 LtRn(lbs) 587 0 0101, 21 1799 100% 0.33 See Note#5 RtRn(lbs) 587 0 16'0" 21 1799 100% 0.33 See Note#5 LLDefl(in.) 0.10 1 8101, 21 0.40 L/1851 TLDefl(in.) 0.14 1 8'0" 21 0.80 L/1346 USE: WI 60 16.00" (CD16" o.c. f meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood I Beam Is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edge. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 314"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c. Live defl'n exceeding L1480 not recommended(i.e.L1500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+ 100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+ 11591.12+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number. For simplesan,Loadpattern= 1 for LL,0 for D� MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI/ RASTRELLI RES.11710 PARK TERRACE Mark# : WI-16A (5) Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note#9) 11 o'12' ?Y2 LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start End Span# Starts Ends Additional Info Spcg Sen Umform(psf) 55 40 100% 0 01011 16'0" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Wall(plf)+ 252 0 0 15'9 1/4" Span Carried(psf) 50 30 100% 3'1"s.c.(16"o.c.) *Dimensions measured from left end when span#is 0 otherwise from left end of the specified s ap n. LOAD PATTERNS (*=span loaded) 1 2 1 ' 2 3 SUPPORTS(lbs) -- 1 2 Max R'n 511 1109 Max 100% 392 530 Min R'n 111 578 Min 100% -7 138 DL R'n 119 578 Min Brg(in.) 1.75 3.50 Stiffener NO NO SUPPORTS(plo -- 1 2 Max R'n 383 831 Max 100% 294 398 Min R'n 83 434 Min 100% -6 104 DL R'n 89 434 Min Brg(in.) 1.75 3.50 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 564 1 14'7" 21 1970 100% 0.29 M(ft-lbs) 1774 1 7'4" 22 6835 100% 0.26 LtRn(lbs) 511 0 0.01. 22 1799 100% 0.28 See Note#5 IntRn(ibs) 1109 0 14'8" 21 2500 100% 0.44 See Note#5 LLDefl(in.) 0.08 1 7-4" 22 0.37 L/2303 TLDefl(in.) 0.09 1 7'4" 22 0.74 L/1859 LLDefl(in.) -0.02 2 1'4" 22 0.20 2L/1839 TLDefl(in.) -0.01 2 1'4" 22 0.20 2L/2363 USE: WI 60 16.00"(CD-16" o.c. f meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edges. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 9.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24--Live defl'n exceeding L1480 not recommended(i.e.L1500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Defl(located above beam drawing). 12.Load Combinations:10=D,20=D+100%, 30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis 01996-2006 Georqia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES. 11710 PARK TERRACE Mark# : WI-16B Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL= L/480 TL = L/240 Composite Action : Yes (*See Note#11) 3 565 Ise _,��rsi g12.. ior ,z LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End Start @End Span# Starts_ Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0101, 16,111- 16"o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 2 3 SUPPORTS(lbs) 1 2 3 Max R'n 165 749 337 Max 100% 138 545 246 Min R'n -39 204 85 Min 100% -66 162 -5 DL R'n 27 204 90 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO SUPPORTS(plo 1 2 3 Max R'n 124 562 253 Max 100% 104 409 185 Min R'n -30 153 64 Min 100% -50 122 -4 DL R'n 20 153 68 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 431 2 0'2" 21 1970 100% 0.22 M(ft-lbs) 773 2 5'11" 23 6835 100% 0.11 LtRn(lbs) 165 0 0101, 22 1799 100% 0.09 See Note#5 RtRn(lbs) 337 0 16'1" 23 1799 100% 0.19 See Note#5 IntRn(lbs) 749 0 5'7" 21 2500 100% 0.30 See Note#5 LLDefl(in.) 0.00 1 2'9" 22 0.14 L/19662 TLDefl(in.) 0.00 1 2'9" 22 0.28 L/15978 LLDefl(in.) 0.02 2 5'3" 23 0.26 L/6432 _TLDefI(in.) 0.03 2 5'3" 23 0.53 L/4723 USE: WI 60 16.00" (CD-16" o.c. f meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood 1 Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edges. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4. Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Provide approved uplift resistance at supports with negative reactions. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 F–ASTBeamOR Enqineerinq Analysis©1996-2006 Georgia-Pacific C�oration Version: 7.0 Build: 7.0.0.2 — DOL may not match total max/min reaction. ----- --- 10.Design valid for dry-use only(less than 16%moisture content). 11.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c.Live defl'n exceeding LJ480 not recommended(i.e.L1500 is OK). 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+ 115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+ 115%/2+133%, 110=D+Commercial Ld(100%) 14.Group=Load Combination Number+Load Pattern number. For simple span,Load pattern=1 for LL 0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Anal sis @1996-2006 Georgia-pacific Cc1]2 oration Project : S-07-0165R.FBD Version: 7.0 Build: 7.0.0.2 FASANELI/RASTRELLI RES. / 1710 PARK TERRACE Mark# : WI-16C Usage : Joist (Floor) Spacing (in.) .- 16.0 Max Defl : LL = L/480 TL= L/240 Composite Action : Yes (*See Note#11) sss psi s]5 p ,r,;i:S 1` iz iz LOADS Project Design Loads:Floor.-Live=40 psf, Dead=15 psf, Live+Dead WIT) Live Ld(L) LDF Location* #_Shape StartEnd@Start@End Span# Starts Ends Additional Info Spcg Sen Urnform(psf) 55 40 100% 0 0 0 16'0' 16 o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when s an#is 0, otherwise, from left end of the specified s an. LOAD PATTERNS("=span loaded) 1 2 1 2 3 SUPPORTS(lbs) 1 2 3 Max R'n 60 884 397 Max 100% 89 643 289 Min R'n -195 241 107 Min 100% -166 97 -1 DL R'n -29 241 108 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO SUPPORTS fl 1 2 3 Max R'n 45 663 297 Max 100% 67 482 217 Min R'n -146 181 80 Min 100% -124 72 -1 DL R'n -22 181 81 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 513 2 0'2" 21 1970 100% 0.26 M(ft-lbs) 1072 2 TO" 23 6835 100% 0.16 LtRn(lbs) 60 0 0101. 22 1799 100% 0.03 See Note#5 RtRn(lbs) 397 0 16'0" 23 1799 100% 0.22 See Note#5 IntRn(lbs) 884 0 3'5" 21 2500 100% 0.35 See Note#5 LLDefl(in.) 0.00 1 1191, 22 0.09 L/38187 TLDefl(in.) 0.00 1 1191, 22 0.17 L/34661 LLDefl(in.) 0.03 2 6'3" 23 0.31 L/4505 TLDefl(in.) 0.05 2 6'3" 23 0 63 L/3283 USE: WI 60 16.00"(CD16"o.c. (meets/exceeds APA-16"PRI 601 Grade, Depth selected by User Wood I Beam Is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edges. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Provide approved uplift resistance at supports with negative reactions. 9. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:40 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Ansis©1996-2006 Georqia_Pacific Coloration_ Version: 7.0 Build: 7.0.0.2 DOL may not match total max/min reaction. _ — — --- - 10.Design valid for dry-use only(less than 16%moisture content). 11.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c. Live defl'n exceeding L1480 not recommended(i.e.L1500 is OK). 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 14.Group=Load Combination Number+Load Pattern number. For simple span,Load pattern=1 for LL 0 for DL). MANNING 13UILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:41 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam(D Engineering Analysis ©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES. 11710 PARK TERRACE Mark# : WI-18 (7) Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL = L/480 TL= L/240 Composite Action : Yes (*See Note #9) 5I_j I-SI LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf, Roof Live=30 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End Start End_ Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0.01. 18'0" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Wall(pif)+ 252 0 0 17'101/4" Span Carried(psf) 50 30 125% 3'1"s.c.(16"o.c.) 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 2 3 SUPPORTS(lbs) 1 2 Max R'n 594 1171 Max 100% 449 513 Max 125% 0 65 Min R'n 139 592 Min 100% -2 64 Min 125% -4 0 DL R'n 145 592 Min Brg(in.) 1.75 3.50 Stiffener NO NO SUPPORTS(plo — 1 2 Max R'n 445 878 Max 100% 337 385 Max 125% 0 49 Min R'n 104 444 Min 100% -2 48 Min 125% -3 0 DL R'n 108 444 Min Brg(in.) 1.75 3.50 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 632 1 16'8" M(ft-lbs) 2398 21 1970 100% 0.32 1 8'5" 22 6835 100% 0.35 LtRn(lbs) 594 0 0101, 22 1799 100% 0.33 See Note#5 IntRn(lbs) 1106 0 16' 10" 21 2500 100% 0.44 See Note#5 LLDefl(in.) 0.12 1 8'5" 22 0.42 L/1619 TLDefI(in.) 0.16 1 8'5" 22 0.84 L/1275 LLDefl(in.) -0.02 2 1-2" 22 0.20 2L/1226 TLDefl(in.) -0.02 2 1'2" 72 0.20 2L/1292 USE: WI 60 16.00" (CD16" o.c. f meets/exceeds APA-16"PRI 601 Grade, Depth selected by User Wood I Beam Is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edges. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from'Supports'section above. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:41 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FAST_Beam_®EngineeringAnalysis©1_996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 6.Bearing length based on design material,support material capacity shall be verified(by others). --- 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c.Live defl'n exceeding L1480 not recommended(i.e.0500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max DO(located above beam drawing). 12.Load Combinations:10=D,20=D+100%, 30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+ 100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 13.Group-=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:41 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engmenalysis erin A ©1996-2006 Georgia-Pac_ific Corporation Version: 7.0 Build: 7.0.0.2 Project : _S-07-0165R.FBD FASANELI I RASTRELLI RES.11710 PARK TERRACE Mark# : WI-20 (3) Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes ("See Note#9) I's LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start PEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 010.1 20'0" 16"o.c. Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when s an#is 0, otherwise,from left end of the s ecified span. SUPPORTS(lbs) 1 2 Max R'n 733 733 Max 100% 533 533 Min R'n 200 200 Min 100% 533 533 DL R'n 200 200 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plo 1 2 Max R'n 550 550 Max 100% 400 400 Min R'n 150 150 Min 100% 400 400 DL R'n 150 150 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 723 1 0'2" 21 1970 100% 0.37 M(ft-lbs) 3667 1 101011 21 6835 100% 0.54 LtRn(lbs) 733 0 0101, 21 1799 100% 0.41 See Note#5 RtRn(lbs) 733 0 20'0" 21 1799 100% 0.41 See Note#5 LLDefl(in.) 0.24 1 10'0" 21 0.50 L/1017 TLDefl(in.) 0.32 1 1010.1 21 1.00 L/740 USE: WI 60 16.00" 0-16" o.c. f meets/exceeds APA-16"PRI 601 Grade,Depth selected by User Wood I Beam Is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edge. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c.Live defl'n exceeding 0480 not recommended(i.e.L/500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+ 133%/2, 100=D+100%+1159/-/2+133%, 110=D+Commercial Ld(1005/o) 12.Group=Load Combination Number+Load Pattern number. For simWe span,Load-pattern=1 for LL,0 for DL. MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:41 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis @1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES. 11710 PARK TERRACE Mark# : WI-22 (9) Usage : Joist(Floor) Spacing (in.) : 16.0 Max Defl : LL= LI480 TL = L/240 Composite Action : Yes ('See Note#9) J IU ;r,;Psi _ _ ;n rsi LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 16-0-./. o 0'0" 22'0" 16"o.c.Base Uniform Load(Spacing Sensitive) 1 Concentrated(lbs) 112 0 100% 0 21'10 1/4" 10'6"WALL(PSF) "Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 2 3 SUPPORTS(lbs) 1 2 Max R'n 736 993 Max 100% 542 635 Min R'n 190 358 Min 100% -4 93 DL R'n 194 358 Min Brg(in.) 1.75 3.50 Stiffener NO NO SUPPORTS(plfl 1 2 Max R'n 552 745 Max 100% 407 476 Min R'n 142 269 Min 100% -3 69 DL R'n 145 269 Min Brg(in.) 1.75 3.50 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 748 1 20'2" 21 1970 100% 0.38 M(ft-lbs) 3691 1 10'2" 22 6835 100% 0.54 LtRn(lbs) 736 0 0101. 22 1799 100% 0.41 See Note#5 IntRn(lbs) 993 0 20'4" 21 2500 100% 0.40 See Note#5 LLDefl(in.) 0.25 1 10'2" 22 0.51 L/972 TLDefl(in.) 0.34 1 10-2" 22 1.02 L/727 LLDefl(in.) -0.06 2 1'8" 22 0.20 2L/696 TLDefl(in.) -0.07 2 1'8" 22 0.20 2L/553 USE: WI 60 16.00" (Cbl 6" O.C. F meets/exceeds APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations. Continuous lateral support required for compression edges. 3.Increase in moment capacity for repetitive member usage is no longer applicable per NDS 2005. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design valid for dry-use only(less than 16%moisture content). 9.Floor sheathing of 3/4"nominal APA rated OSB or plywood must be glued-nailed to joists and spacing must not exceed 24"o.c. Live MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 141 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis ©1996-22006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 defl'n exceeding L1480 not recommended(i.e. U500 is OK). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deft(located above beam drawing). 12.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL, 0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:35 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis @9996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES. 11710 PARK TERRACE - Mark# : RB-1 Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL = L/240 TL= L/180 Composite Action : No Slope : 0/12 �1I LOADS Project Design Loads:Roof. Live=30 psf, Dead=25 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 689 376 125% 0 010" 10'4" B3, B4, B5, B3A 2 Span Carried(psf) 55 30 125% 0 0101, 10'4" 2'5"s.c.-2'5"SPAN Uniform(plf) 11 0 0 0 10'4" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3957 3957 Max125% 2128 2128 Min R'n 1829 1829 Min 125% 2128 2128 DL R'n 1829 1829 Min Brg(in.) 2.00 2.00 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3087 1 0'2" 41 9870 125% 0.31 M(ft-lbs) 10222 1 62" 41 24487 125% 0.42 LtRn(lbs) 3957 0 0101, 41 6921 100% 0.57 See Note#4 RtRn(lbs) 3957 0 10'4" 41 6921 100% 0.57 See Note#4 LLDefl(in.) 0.12 1 5'2" 41 0.52 L/1005 TLDefl(in.) 0.23 1 5'2" 41 0.69 L/540 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by user G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @24"o.c. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o/c(one row 2"from top,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Design valid for dry-use only(less than 16%moisture content). 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y./2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern--1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:35 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBe_am®Engineering Analysis©1996-2006 Georgia Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project S-07-0165R.FBD a FASANELI I RASTRELLI RES./ 1710 PARK TERRACE Mark# : RB-1 ***WIND*'* Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL= LI240 TL= L/1 80 Composite Action : No Slope : 0/12 5r6 dal iso LOADS Project Design Loads:Roof:Live=30 psf, Dead=25 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Uniform(plf) -145 -145 133% 0 0'0" 10'4" B3, B4,B5, B3A 2 Span Carried(psf) 30 16 125% 0 0101, 10'4" 2'5"s.c.-2'5"SPAN Uniform(plf) 11 0 0 0 10'4" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 242 242 Max 125% 103 103 Max 133% -749 -749 Min R'n -611 -611 Min 125% 103 103 Min 133% -749 -749 DL R'n 139 139 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] BEg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 476 1 9'2" 51 10528 133% 0.05 M(ft-lbs) 1577 1 5'2" 51 26083 133% 0.06 LtRn(lbs) 242 0 0101, 41 6921 100% 0.03 See Note#4 RtRn(lbs) 242 0 10'4" 41 6921 100% 0.03 See Note#4 LLDefl(in.) -0.04 1 5'2" 51 0.52 L/2854 TLDefl(in.) -0.04 1 5'2" 51 0.69 L/3502 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @24"o.c. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material,support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o/c(one row 2"from top,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Design valid for dry-use only(less than 16%moisture content). 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y.12, 100=D+100%+ 115%12+133%, 110=D+Commercial Ld(100%) 14.Group=Load Combination Number+Load Pattern number.(For simple span,Load Pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 11:21 am 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD F FASANELI I RASTRELLI RES.11710 PARK TERRACE Mark# : RBM-2 Usage : Beam (Roof) Spacing (in.) : 24.0 Max Defl : LL= L1240 TL= L1180 Composite Action : No Slope : 0112 '" LOADS Project Design Loads:Roof. Live=30 psf, Dead=25 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 30 125% 0 0101, 5'2" 24"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) 395 215 125% 0 010" 5'2" C5 Uniform(plf) 11 0 0 0 5'2" Self Weight 'Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 1333 1333 Max 125% 712 712 Min R'n 621 621 Min 125% 712 712 DL R'n 621 621 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 758 1 0'2" 41 9870 125% 0.08 M(ft-lbs) 1721 1 2'7" 41 24878 125% 0.07 LtRn(lbs) 1333 0 010.1 41 5932 100% 0.22 See Note#4 RtRn(lbs) 1333 0 5'2" 41 5932 100% 0.22 See Note#4 LLDefl(in.) 0.01 1 2'7" 41 0.26 L/8771 TLDefl(in.) 0.01 1 2'7" 41 0.34 L/4684 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o/c(one row 2"from top,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Design valid for dry-use only(less than 16%moisture content). 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+ 100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+ 133%, 90=D+100%+115%+133%.12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(1005/o) 13. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 11:21 am 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®Engineering Analysis©1996-2006 Geotcgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES. 11710 PARK TERRACE Mark# : RBM-2 ***WIND Usage : Beam (Roof) Spacing (in.) : 24.0 Max Defl : LL= LI240 TL = L/1 80 Composite Action : No Slope : 0112 :sl LOADS Project Design Loads:Roof. Live=30 psf, Dead=25 psf, Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts _ Ends Additional Info Spcg Sen Uniform(psf) 55 30 125% 0 0101, 5'2" 24"o.c. Base Uniform Load(Spacing Sensitive) 1 Uniform(plf) -94 -94 133% 0 010" 5'2" C5 Uniform(plf) 11 0 0 0 5'2" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from lett end of the specified span. S UPPOR TS(Ibs) 1 2 Max R'n 312 312 Max 125% 155 155 Max 133% -243 -243 Min R'n -86 -86 Min 125% 155 155 Min 133% -243 -243 DL R'n 157 157 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 177 1 4'1" 41 9870 125% 0.02 M(ft-lbs) 403 1 2'7" 41 24878 125% 0.02 LtRn(lbs) 312 0 0101, 41 5932 100% 0.05 See Note#4 RtRn(lbs) 312 0 5'2" 41 5932 100% 0.05 See Note#4 LLDefl(in.) 0.00 1 2'7" 51 0.26 L/25703 TLDefl(in.) 0.00 1 2-7" 41 0.34 L/19997 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o/c(one row 2"from top,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Design valid for dry-use only(less than 16%moisture content). 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+ 100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 14. Group=Load Combination Number+Load Pattern number. For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:38 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam®En ineering Analysis ©1996-2006 Georclia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES. 11710 PARK TERRACE Mark# : RB-3 Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL= LI240 TL= L/1 80 Composite Action : No Slope : 0/12 �4 LOADS Project Design Loads:Roof:Live=30 psf, Dead=25 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 138 75 125% 0 0'0" 19'8" EJ7B 2 Span Carried(psf) 55 30 125% 0 0'0" 19'8" 1'8"s.c.-1'8"SPAN Uniform(plf) 11 0 0 0 19'8" Self Weight _ *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 1916 1916 Max 125% 986 986 Min R'n 930 930 Min 125% 986 986 DL R'n 930 930 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 _ DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1695 1 1'2" 41 9870 125% 0.17 M(ft-lbs) 9419 1 91101, 41 24484 125% 0.38 LtRn(lbs) 1916 0 0101, 41 6921 100% 0.28 See Note#4 RtRn(lbs) 1916 0 19'8" 41 6921 100% 0.28 See Note#4 LLDefl(in.) 0.36 1 91101, 41 0.98 L/657 TLDefl(in) 0.70 1 9110.. 41 1.31 L/338 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @24"o.c. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o/c(one row 2"from top,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Design valid for dry-use only(less than 16%moisture content). 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+ 115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+13351o12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL,0 for DL). J-15-2004 MON 03:42 PM ATI., BCH, PUBLIC WORKS FAX NO, 904 P47 5843 P, 02 4 r O �a�,� /exti.4667 Cis, Runoff Volume Calculations(Ref City of Atlantic Beach Zoning,Subdivision and Land development Regulations, Section 24-+66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area("delta volume")and would be calculated by: V=CAit/12,where V=volume of storage in cubic feet, A=area of the lot in square feet. R=25 year and 24 hour rainfall depth(9.3 inches)over the lot area,and C=run-off coefficient,which is 0.6 for the 50%maximum impervious coverage,0.4 for 25% impervious coverage,and 0.2 for 0%impervious coverage. This delta volume(post V minus pre V in cubic feet)must be stored at least 1 foot above the wet season water table and below the overflow point to off-site(in many cases this may the adjacent road elevation). As an option,and as approved by the Director of Public Works,the owner of the parcel to be developed or redeveloped may implement,at the applicant's cost,off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume vacant lot size of 100'x 50'=5000 f� I Predevelonment: Runoff Volume—0.2(no impervious surface)* 5000 ft*93 in-/12inJft V=775 ft3 Post development Runoff Volume=0.6(5001-impervious surface)* 5000 ftp x`9.3 in./12in./ft V-2325ft' Delta Volume=2325 ft'-775 ft;-1550 R3(This is the volume of storage that must be provided for this lot,either on the building site,or with Public Works approval,offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided.(See example below) I Stormwater Stor a ;Arca eme' Percent lm envious Runoff Volume Predevelo meat ,20$QF z -3O Post Develo mentPt �[ SP, ora ye Volume R ulred: 36._ $_ Storage Volume Provided: •00 Ft �, I $b t i 6 i E s q-SxX1.3"' /2a� r ._ 5378. 0©�'r-3 _ _ �� QSi -(�CVEliOp.��✓T �J -2 � lwt pC-h.dt�ArJs �v2G/�G�" _ 2, x �S qQ. So ,3'All2 �t �P {y� 5e V®c, UA-7a ✓�.Lc� /s div. SBP . 3yp: P s tai 1]1•]tl Sj DI p}ti MANNING BUILDING SUPPLIES JOHN KNIGHT 5 Mar 2007 3:38 pm 2035 DOBBS RD/ , ST. AUGUSTINE, FL. 32086- (904)829-6467 FASTBeam@ Engineering Analysis©1996-2006 Georclia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : S-07-0165R.FBD FASANELI I RASTRELLI RES.11710 PARK TERRACE Mark# : RB-3 ***WIND*** Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL = L/240 TL = L/180 Composite Action : No Slope : 0/12 tC `. LOADS Project Design Loads:Roof. Live=30 psf, Dead=25 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape OStart @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) -90 -90 133% 0 010" 19'8" EJ713 2 Span Carried(psf) 50 30 125% 0 0101. 1918.1 1'8"s.c.-1'8"SPAN Uniform(plf) 11 0 0 0 19'8" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 519 519 Max 125% 246 246 Max 133% -885 -885 Min R'n -611 -611 Min 125% 246 246 Min 133% -885 -885 DL R'n 274 274 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 541 1 1-2" 51 10528 133% 0.05 M(ft-lbs) 3006 1 91101, 51 26080 133% 0.12 LtRn(lbs) 519 0 0'0" 41 6921 100% 0.08 See Note#4 RtRn(lbs) 519 0 19'8" 41 6921 100% 0.08 See Note#4 LLDefI(in.) -0.32 1 9. 101. 51 0.98 L/733 TLDefl(in.) -0.22 1 9' 10" 51 1.31 L/1060 USE: GPLAM 2.0E 1.75x11.88"2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge laterally supported @24"o.c. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o/c(one row 2"from top,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Design valid for dry-use only(less than 16%moisture content). 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+ 125% ,80=D+100%+133%, 90=D+100%+115%+133Y./2, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(100%) 14._Group=Load Combination Number+Load Pattern number. For simple span,Loadpattern=1 for LL, 0 for DL). MAP SHOWING BOUNDARY SURVEY OF LOT 30, BLOCK 12, SELVA MARINA UNIT N0. 8, AS RECORDED IN PLAT BOOK 34, PAGE 85, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. .` CERTIFIED TO: S1-11RLEY GRAY STEWART TITLE GUARANTY COIvII'ANY RICIIARD T.MOREI-IEAD,P.A. PARK TERRACE -EAST 00.0' RIGHT OF WAY) FOUND 1/2' IRON PIPE S 05'28'37" E 110.00' (PLAT) NO IDENTIFICATION S 05'2951" E 109.91' (MEASURED) FOUND 1/2'IRON PIPE NO IDENTIFICATION CONCRETE � DRIVE \\ `" I Qui zi r5 CONCRETE WALK 30' DI�ILOING RESTRICTION UNE W 20.7' h � � J N W 0_ W 14.4' ''o� _ 14.3' 19.4' [>ti 13.0' �, J v 7.0' LIJ d AIR CONDITIONER —,c0 coONE STORY PAD 0 DRIVECONCRE� * MASONRY CTI p POSTED # 1710 0 ,I. LOT 29 BLOCK 'I2 LOT 8 18.9' BLOCK 12 b r.,b 23.4' 34.0 1O %D`CI(X �� 14.3' W STEPS S Lo p OD 00 �1 Q p S- Do G 2 �^ C M J®4jl v)O V � .. !2 "'+ ��l `l z iD o z ,�yy s to LOT 30 © /o Do c0 LLQ' BLOCK 12 FOUND 1/2' IROiV PIPE NO IDENTIFICATION N 0341 X30" N w 109.81 03'38'14' �l f'' t�EO W 110.00' (PLAT) TIFONODIDtf.112`IRON PIPE COMMON AREA (PARK) FlCAIION / NOTES: CCfPTED BY: LEGEND. R = RADIUS —x—x= FENCE L = LENGTH O CONCRETE NOTES: 1. BEARINGS ARE BASED ON THE _ PLAT BEARING Of N 83'58'33" E REVISIONS NORTHERLY BOUNDARY LINE OF SUBJECT PARCEL. ALONG THE I 2. BY GRAPHIC PLOTTING ONI Y T14p CePnnnirn I A 1 `SS k CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a)egab.us Application Number . . . . . 07-00000779 Date 6/05/07 Property Address . . . . . . 1710 E PARK TER Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------- Application desc 22 fixtures ------------------------------------------------------------------- Owner Contractor ------------------------ JAMES JOLLY PLUMBING 1108 NORTH 24TH ST. JAX BEACH FL 32250 (904) 241-9603 ------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 189 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/02/07 ----------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 189 . 00 189 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 189 . 00 189 . 00 . 00 . 00 PERMIT 1S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: �. S Owner: G' rl Telephone#: Contractor: j3K Telephone#: l96J3 � gmcj urs Contractor Add ss: C Fax#: Contractor Signature: In consideration of permit given for doing the work as described in V 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 Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Number of Fixtures: _ Bath Tubs S Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer J- Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: "P X$7.00 + $35.00= 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904) 247-5845. http://www.ei.atlantic-beach.fl.us Revised 9/06 CITY OF ATLANTIC BEACH CROSS CONNECTION CONTROL BACKFLOW PREVENTER INSTALLATION REQUIREMENTS INSTALLATION: General installation instructions. 1. All devices larger than 2 inch must be installed on hard metal pipe. The metal piping must include all components up to and including the first upstream and down stream underground elbow joints. 2. Assemblies 2 inches and smaller may be installed on PVC pipe. Schedule 80 pipe must `be used near trafficked areas. Support brackets and guard posts are recommended. 3. Device assemblies'are to be installed a minimum of 12 inches above flood grade. Measurement is to be made from the lowest point of the device. The maximum height of a horizontally installed assembly is not to exceed 60 inches. No vaulted installations are allowed. 4. Vertical installation of DCAs is permitted on fire risers only and only if approved by USCFCCCHR. 5. All Devices are to be installed in a manner to facilitate testing. All valves must be fully operational. All test cocks must be easily accessible. 6. Freeze protection is required for Fire Suppression System Backflow Preventers and is recommended for all other Backflow Preventer installations. Such protection may not prevent the unit from operating or being tested. All Backflow Preventers must be inspected by a COJB representative prior to application of freeze protection. 7. Thermal expansion must be addressed in situations were a device application may restrict such expansion. 8. AVBs and PVBs must be installed a minimum of 12 inches above the highest outlet served.No valve may exist downstream from these devices. 9. CALL MALCOLM CLEMONS AT 247 5839 4 „ji�L`J w , CITY OF ATLANTIC BEACH f� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 W111 INSPECTION EMAIL REQUEST: Building-dWj&oab.us Application Number . . . . . 07-00001571 Date 11/15/07 Property Address . . . . . . 1710 E PARK TER Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --- ----------- ------ ------ ----- ------------- Application desc 3 cu 3 ahu ------- -- -- ------------ -- ----- ------- ------- ------ Owner Contractor -------------- ---------- --------- --- ------------ RASTRELLI RIX MECHANICAL INC. 1710 PARK TERRACE EAST 1374 7TH ST S . ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-9891 ------------------------------------- --------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 5/13/08 ------------ ------- -------------- ------------------- Fee summary Charged Paid Credited Due ------- ---------- ---------- ------- --- - ------- -- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. st r CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION p Date: Property Address: 10 I Q j4 Owner: t c Telephone#: Contractor: R Irn - �A I/' Telephone#. Contractor Address: J 3 - 1 r S�� S;,3 , Fax#: 90 ld eon Weratioe of permit Sim for doing the work as dcwnbal in the above statement,we hereby asm to pofal said work is C with theattachedplani and sptxnticahOna wltiCir area part heroof and is at Rcc with the Crty of Adantnc"ch Ordinances and standards of ZoOd - fisted deaein Type of Hcnting Fuel: If other Construction is befog done on this buildfin Electric or site,fiat the building permit number: OGas: _LP Natural sect ai Utility ❑ Oil U MECS T1V1CAL EQUIPMENT TO BE D�IST.4LI,Bp NATE pg WORK t 4t!!!�Sca Recessed _ Pa _yntral Floor eI Itesidetuial ta' Air Conditioning: �Room -L-central (a Duct System: Material idmcss� o Commensal Maximum Capacity Cfm O Refrigeration ATev�r Building Cl Cooling Tower:Capacity D Fire Sprinklers:Iulumber of�Ieada r ❑ Win$Ru+ldiog O Elevator: Mali$ Escalator (Number) p Replacement afP.xistingietrt Cl Gasoline Primps (Number) O Tanks (Number) tY New In"Won O LPG Containers (Number) (No system psrevtwnly initeiled) O Unfired Pressure Vessel ❑ Boilers Q Entm►Sinn or Acme to E"ng Systm O Gas Piping ❑ Odrer.Specify • Other-Specify LIST ALL Iv IUIPMENT AIA CONDMOrOvc,ItIRUGERA-FIO 1 EQUIPMWr&COf+FDEMSMIs Number Units Description Medd B NbartfacCu m Too's Approving. ABcra7 I GL /l /( J ` RFAN�u�A'ao>.tMM FU PLACES&nut RAMUR's An"virts Mode[d Manubcora irru's A$—Y 1000 1A I— JLOOZ)Q TANKSlin Nominal GpecatY Type Lkpid saw Dimensions Contained Mammo Na, n poc 800 Seminole Road a Atiandc Beach,Florida 32233-5445 Phone: (904)247-5800. Faz (9(W)247-5845. hW/www.ciatlantic-beaeh.iLu& CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 1 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000999 Date 8/27/08 Property Address . . . . . . 1710 E PARK TER Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------ Application desc NEW SERVICE 300/240AMP ------------------------------------- Owner Contractor ------------------------ RASTELLI BROOKS & LIMBAUGH ELECTRIC CO 1710 PARK TERRACE EAST Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------- Permit ELECTRICAL PERMIT Additional desc . 00 Permit Fee . . . 125 . 00 Plan Check Fee Issue Date . . . . 7/11/07 Valuation . . . . 0 Expiration Date . . 2/09/09 ------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5826 Ulf Application Number . . . . . 07-00001000 Date 8/27/08 Property Address . . . . . . 1710 E PARK TER Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------ Application desc TEMPORARY SERVICE POLE -------------------------------------- Owner Contractor ------------------------ RASTELLI BROOKS & LIMBAUGH ELECTRIC CO 1710 PARK TERRACE EAST Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . . 00 Permit Fee . . . . 70 . 00 Plan Check Fee Issue Date . . . . 7/11/07 Valuation . . . . 0 Expiration Date . . 1/29/08 ------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- -------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 JA�'& K - 13 , 0 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP OfHcejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904247-5845 Apr 15 2008 9:03AM r Last Trensaction Date Time Type Identification Duration Pages Result Apr 15 9:02AM Fax Sent 96657372 0:54 2 OK FOR OFFICE USF ONLY Date-------;7 ow Permit ...Fee$-- .. ... CITY OF ATLANTIC BEACH Valuationwa ........ d FLORIDA House # 17 ............ ............................................................................ APPLICATION FOR BUILDING PERMIT ............................................................................ Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that -a list of sub-contractors be submitted to this office so that licenses can be verified. Date.......� Z el--7 Z....................................1 19..---._.._.. Owner----- ------;.;'2 4%d!Cg!------------------------------------------Address.----------------------------------------------------------Telephone No............................. Architect---------------......................................................-----------------------Address...........................................................Telephone No-----------_--------_------ Contractor ----e:&q-Sel -------Address...... hon ..V#�9WS- ------- elep e No.. Lot No_....._s��Q------------------------------Block No-1Z.................._.Sub ---------__------.-.._._Zone---------------- - - Street------------- ------:Side Between-- _--------- ------------------------------------ Valuation $_ZP,._0A0---------------For what purpose will building be used;P0&e�e-e2.,e6loil-----Type of construction.�4a*l..�,e.0 e Dimensions of Building---- ------------Dimensions of Lot--- ----------- ...___.__Size of Footings ----------------- Size of Piers.......___----------------------Size of Sills----.---------.--------------Greatest Sill Span in ft--------------------------Type Roof------............................... How will Building be Heated?_dv .........Will Building be on Solid or Filled Ground -----_------------ Size of Ceiling Jcvists.'.;V!11(/0----------------------.__' Distance on Centers._ #-----------------------I Greatest Span--------- ............... IV Size of Floor Joists---------- -------------------------------I Distance on Centers......_... .-------------_----------_----- Greatest Span...._..__'-- •----- 1.0, oo W Size of Rafters--------1Z/D--------------------------I Distance on Centers., .....................I Greatest Span.._. d-------_---------- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. -A 1. When steel is in place and ready to pour footing. pq 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. Ira 0� Z 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. M 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. 0. O. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform r work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the bul) regulations of the City of Attlant',) ea Signature . ro 'a ignatuof Builde 0_2.1�................................... Address... 47, Ole............... Signatureof Owner------------ --------------------------------------------------------------- Address For accurate register of carbon.copies, form Form approved. 1652 may be separated along above fold. Staple Budget BureaL No. 63-1.055.11. d completed sheets together in original order. ❑ Proposed Construction DESCRIPTION OF MATERIALS No. (To be inserted by FHA or VA) ❑ Under Construction Property address Lot 301 Blk. 12 Selva Marina #8 City Jacksonville, State Florida Mortgagor or Sponsor American National Bank P.Q. Box 10420, Jacksonville, Fla. (Name) (Address) Contractor or Builder Don F. Johnson Construction Co. Inc. 85112 Royal Lakes Drive, Jacksonville (Name) (Address) Florida INSTRUCTIONS 1. For additional information on how this form is to be submitted, number required, then the minimum acceptable will be assumed. Work exceeding of copies, etc., see the instructions applicable to the FHA Application for minimum requirements cannot be considered unless specifically described. Mortgage Insurance or VA Request for Determination of Reasonable Value, as 4. Include no alternates, "or equal" phrases, or contradictory items. (Con- the case may be. sideration of a request for acceptance of substitute materials or equipment is 2. Describe all materials and equipment to be used, whether or not shown on not thereby precluded.) the drawings, by marking an X in each appropriate check-box and entering the 5. Include signatures required at the end of this form. information called for in each space. If space is inadequate, enter "See mist." 6. The construction shall be completed in compliance with the related drawings and describe under item 27 or on an attached sheet, and specifications,as amended during processing. The specifications include:his 3. Work not specifically described or shown will not be considered unless Description of Materials and the applicable Minimum Construction Requirements. 1. EXCAVATION: Bearing soil, type Sandy Loan 2. FOUNDATIONS: Footings: concrete mix 2500 PSI strenth psi Reinforcing 2-5/8 Rods eontinous Foundation wall: material Cone. Block Wlth Ciogana,�tuccO Reinforcing Interior foundation wall: material Concrete Block Party foundation wall Columns: material and sizes Piers: material and reinforcing Girders: material and sizes Sills: material Basement entrance areaway Window areaways Waterproofing Footing drains Termite protection Soil Poison Basementless space: ground cover insulation ; foundation vents Special foundations Additional information: 3. CHIMNEYS: Material Prefabricated(make and size) Flue lining: material Heater flue size Fireplace flue size X'cnts (material and size): gas or oil heater water heater Additional information: 4. FIREPLACES: Type: ❑ solid fuel; ❑ gas-burning; ❑circulator(make and size) Ash dump and clean-out Fireplace: facing lining ; hearth ; mantel Additional information: 5. EXTERIOR WALLS: Telleyw Pine Wood frame: wood grade, and species #2 Cedar Stffithe3M.-L X, Corner bracing. Building paper or felt 15 Ihes Felt Sheathing _; thickness. width ; ❑ solid• spaced. " o. c.; ❑ diagonal; Siding Per Plan —; grade Cedar ; type 8"grOOve size 88; exposure "; fastening Nai1S Shingles grade type ; size ; exposure "; fastening Stucco Coquina FoundatiPAickness t Lath ; weight lb. Masonry veneer Sills Wood Lintels Base flashing Masonry: ❑ solid [I faced ❑ stuccoed; total wall thickness "; facing thickness "; facing material Backup material thickness "; bonding Door sills Window sills Lintels Base flashing Interior surfaces: dampproofing, coats of furring Additional information: Exterior painting: material `Stain number of coats. ; Gable wall construction: F1 same as main walls; ❑ other construction ('pylar Si fii na O]yMpi n Stain?�Q_Frei ze Angrd 6. FLOOR FRAMING: Olympic Stain 712 ' Joists: wood, grade, and species ; other bridging ; anchors 75oo —; thickness Ott Concrete. slab: M basement floor;] first floor; ❑ ground supported; 0 self-supporting; mix ,.__—Lb s Qi GnnP.P-n —„ APPLICATION FOR WATER CUT-IN TO THE CITY OF ATLANTIC BEACH: 3/41' Tap water Application is hereby made for 1 wing address for units. cut-in at the follou,. lugtFr ,, �. )r) ;>?�. � $6.00 Cut-in charge of $ street 1.71.0 j'ar':; `terrace No. �� /t ! r$ 30 Block Lot ordered T by Owner Mailing Address Date 7-20-7 .Meter No. Account N®• r � r 4t If 4-17vp i f O � APPROVED h ite I Control Com ittee :......................... __ ..... 1 i JOB ADDRFM C !t o TYPE WORK PROPERTY OWNER TELEPHONE CONTRACTOR TELEPHONE PERSIIT NUAd93ER DATE INSPECTIONS.- FOOTING SLOB TIE BEAM LINTEL NAILING. G FRAi MVCx1COYER UP INSULATION FINAL BUJLDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERAMM INSPECTIONS ROUGE'' FINAL MECHANICAL PERMIT# INSPECTIONS ROUGE' FINAL PLITMBIIYG PERMIT# INSPECTIONS ROUGEVUNDERSL4B TOPODT WATERISEWER FINAL NOTES i M o�� o Zm n Z C) v m v = O O m o cn - < --4 a N O <n # m T 4. p o :::. Z a (nm o m x lob to Nam 14 a0 rn Cl c N :xrn v N o Ci3 NU, Z ❑ 'sf Z G] > a Alk A^ N r N ZN nk pG 2 V� o p ,y 0 0. 0 O T d OA n�► C C t� •d N ��n rG3 �� WW A Cp�iZ0� tl � �S G 0,0 O N O v� 9 0T�^D0 Z mp � m 9 O Om0 tP � 0 707,0 � N � �+ .A isVA Aft 9 oAOW r 000407 ' DEPARTMENT Of BUILDING CITY OF ATLANTIC BEACH ll3ll#A £3151.' �.' LOCATION I NI"ORtIA',TION w Po Addr z 1,710 PARK TERRACE RAST ATLANTIC BEACH, FLORIDA 32233 C ka , A € T u� r LEGALDESCRIPTION :,—' —' t roftotr. ' T y ,.. U P`RA Lot: :3 ► Block s 12 octiou P q I : t S SAI L. y. Plot, Book Pago� + r 3 r► 0, Com+ Subdivision) SELVA VIAR NA r :nao- ► +wrd ' "w �r#�'< 00,r ------ OWNER INFORMATION 1 tot ,opro�*. . _*1 t. +Is 20, �. No##*t HIP AEL. 3. CAPEL.L.A ;'I`+�tal t �I�31. Addx`emot 171 3 PARK TERRACE BAST $51.00 ATLANTIC BEACH, FLORIDA 32233 Do °a 31 ' Fh : (904)246-7072 h� r* *!St.00 NATEt RPACT_' 'EE $0..00 .rr1Ri TiPa FRS q : RADON GA �-' �bP " . � ; 1A 1/96/ 19 t , WATER CAP �O. . �. - : AVN TAS *0. I. �a. N'�DRAUL I BHARR 0. . -J ,� & RN` INSPECT FEE 00. 00 � `1 n At»I> N RIN{ AL2.00 OTHER 44" � %wit t. ^�"� ,tvMArx.lr,� r 1` , "11., .• °*` 'ra r NOTES NOTICE--41,L CONCRETE Ft3RM5 AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BL40ING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED"AWAY BY t=1'THER CONTRACTOR OR OWNER. E ;`FAILURE T COMPLY KITH THE MECHANICS' LIEN LAW CAN RESULT M �`HE PROPE iTY QIWNER PAYING TWICE FOR WILDING IN IMPROVEMENTS." {iSU D ACG RDrNQ TO APPROVED WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION=FOR >: �fd1L,+ I IQN OF APPLICA$LE PROVISIONS OF LAW. ; r ATLANTIC BEA, UILDI,NO DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner,��iclx�P/ .J �;,��/ Address /7/y �,2 k 1 � 33Phone y�707Z Architect --5;m r Address zip Phone Contractor ,�,,,,� Address zip Phone Contractor's License Number Expiration Date Copy on File Lot Yt1�_Block or Section # / Z Subdivision y7'14Y,14 Zoning Street Between and side _ Valuation $ 000 Type of Construction Purpose of Building ,a�avC Number of Units -2- Fireplaces Utility Service: Water Sewer �T If the City if providing water or sewer service, do we need to make taps? Xo Dimensions: Building Lot Size Footings Sz. Piers �_Sz. Sills Greatest Span Sills Sz. Ceiling Joists ;Z 'y� Distance on Centers 16 p c_ Greatest Span a 6 Sz. Floor Joists „�Pn f Distance on Centers Greatest Span Sz. Rafters .Z r/® Distance on Centers 6 Greatest Span , 2 a Method of Heating yotor Solid-Filled Ground_ Roof Vii;j� p 14/y Flood Zone If located within a FLOOD HAZARD complete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Tnspecti.ons Required: 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. I When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. In case of rejection, reinspection MUST be called for after Rear Lot Line corrections are made. In consideration of permit given for doing the work as described in the above statement, we w FJ- hereby agree to perform said work in accordance m with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach, Signature Owner Signature Contracts__. ronLot-Li-he s FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building -2 Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has been poured, certifying that the "lowest floor elevation'' is equal to or a ove the base flood elevation establish-ed-To-r- 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 acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No . 25-7-11 and all other laws or ordinances effecting the proposed developemnt . Date -26 /%Y5' ApplicanC s Signature/��, ----------------------------------------------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative Address Heated Square Footage @ $ per sq ft = $ Garage/Shed D @ $ ZL .'�� per sq ft = $_ , �,(�• d)e) Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ /. a Q, 4040 _md�z Tota tcation 1st $--4-49-D Remainder Valuation _ $ �cl. �, vlper thousand or ----portion-thereof ----------------------�----- ' Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED - � + 2 Filing Fee $ ® '? 0 0 Mechanical ; Fireplaces @ 15.00 $ Pluming ; BUILDING PEPMIT FEE � a Electric/New L:lectrlc/'1'mq) ------------------------------------------------- Septic Tank BUILDING PERMIT $ 6 Well WATER METER CHARGE $ Swi.mning Pool SEWER IMPACT FEE $ Sign WATER Ev1PACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate � GRAND TOTAL DUE $ '57 , --------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES PLANS REVIEW CHECK LIST Address _J_ Z _ _ - -' - ------------ Legal Description ,, l �" ' - Contractor 6 _,,- LZ License Number ------------------------ License on File YES - Section 24_101 * Zoning Regulations Zoning District ,_ ``______ Proposed Use _ Required Lot Size---,,,,........,- Actual Lot Siz ------------- Setbacks " _ Setbacks Required Provided Section 24_17 front ____ CORNER LOT IRTERIOR LOT '" rear � Flood Zone side-1 "., ---------------- J� Required Elevation side-2 _ _!_ -------- Max. Height Allowed -&-'___- Proposed Height_ -�� Section 24_82 * Minimum Lot Co_vera9e Required Heated Area _ Proposed Area Section 24_161 * Offstreet Parking Number Spaces Required__- Spaces Provided Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: ----- Buccaneer Utilities ----- City of Atlantic Beach Utilities ----- Private Source SEPTIC TANK WELL Plans Reviewed by:------------------------------Date ---------------- Building Permit #.......... ISSUED DENIED a and A PROVED l r CITY f ATLANTIC BEACH B ILDING OFFICE OW j BY r �':� cCl✓ W.4.?.06Ie'`"�'�� f 6�fI st � i Y, f ,. , ,, � :. ., , , - . �. .r_ � ,� 1 l � � ! + j ' l i � • � f � i ., • _ } � ( ' ++ i 1 �` l ., � i J� � .` � {k 4� M �"� � . � ' � �- � � �. i � ,'i � F � r-- �- .- - --- __� � , � ' y � � � I .� /�Xli ao..-fvsT,r,p 2'f /e< �oO�.0 � /c)�; ._ I _ '. � Y --- - i i � ' f t � � �' � �r . ._.�__.__. __-. � c �,f . - . _ � � f ,i r .. 0 ' .� . _ _ ! � i r h i fi - � vm �- ' - = Yw.p t t x -� it � t ✓ -"� ap;a ; x'`�k�r '.�,� ` '�' ' `° =4 rt. T x tt 3 •�' ��" �.1Yxe��.��r.�..A� ,.� � CIS at't / ' : +fsw.�•I, N 1 S -{¢ ' fV Ano• • ,,, N jag 77 . .# C w g x �Sil 10 AP— x .'.'�xN.>: _ '� �t"�yt ^'x.� •u` ,.F' h�Q�� 7. ?`� x:��' � 1I,, ,a ��+'� :�3'�..��`�.,:�Js a�f,ti"' `�`S I N n �` � I+L�►-� x. .`n �f-ns '�, tx ;s�` ,�n ;t �'. `� �,� �iv� t , a b x" �� !. �T• a�., fir. ,� "`t„ .�i,CC.l 4"5�y�yY,�''a"Cl� .,• , n o ,w.� � +� a^5,�,"..�jsgly �".p• .�'x;!, .r:4•f Y�'an r�.� '�-c ^rk- -x'Y�i c. :`� L ,t1 .t - ,p a mea• �ra,� s+�'a j��"}�, r y, '-�"�." dFw•'�'a, �s :A�1Y�Srt - � w..�.s� � -§t F A" CjfKa_ !, 0 42 . 914 4. 3. ,,.i' � � taw + "�% �' '� k r i q s�'a�f si .; � -. � "� •«.,.n..w.- i •...,•-`b�v \�. JA + a s tr � 9Y _.�•`i•x �`�"' 4 t ''�a �.`.t �"'" 's.: y .�y r^� :.�"' � -a - c YY b r *"' � .i +�`.4"' rt$ �'{CyEe � � :�Ya'".v9+ ,..,^r+,y?(ir_Y+"•.•^.:3 +�'' c {�,,, �"' ��•./T '$3' � * � ar � '#�, , p"" "�a '�"' G"`a"z"�k ��.qX4 - � S.v. g j I O 4V I i oo v- 110/1 1 �1waol C , M Eggs CL- Lam. J 4x4.J_'._�_--P4aT` _-- 1 'r'•r h. =d. � .. r '�. t^ �� ,tc�t` 5 e ,� :,� -� s� i � Y' rq:,..q � --_ n�� t�k �,4 •� 4i X TV r^i.-7. _. ... o 71' T,, �j fJ iq© 411 1 g ".5+� `f �*?," k'� i;e�y ',t w�. ,• Fle c +5 }� ' 'd,�t �. x� �,�..15a�A*.^A•: }42 e 1� � �'�r i� .�:'��4 �h�, �� x �.,x..+'+*; wu 4 t - �� Y� 5rka��-Y.�1 t.�'` Y 4.J moi`� O'` 3� .sy,. �•l i`,• Y ts..�•.Y' y. �/—� S, ,a 1p 61 .14RN i Ok e(o1e bac Fina • Pio°r Q\e `OP �r0�a \VC °& O e ea ares P � OP Q�'F��a .\Gaye J GO°��.°' PGP' �1e Oa�e Fran \ 0J �.o ot�og Joe Fra P° o� ice fr D�' CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 P R IT f QW- TION AT NDATION Permit Number: 21915 Address: 1710 PARK TERRACE EAST Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ Improv. Cost: - N�IFORMATION Date Issued: 5/08/2001 Name: SHIRLEY GRAY Total Fees: 33.00 Address: 1710 PARK TERRACE EAST Amount Paid: 33.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/0812001 Phone: (000)000-0000 Work Desc: NEW HEAT PUM UNIT COIx1 C S PLIC" WN`FEE EMORY HEATING &AIR COND. "" MITw� 33.00 , .ar _j 77 VW i ROUGH MECH I GAS.- � �...IL NOTICE-iJNSPECTI 'f BE REQUESTED AT LEAST 24 HOURS PRI TO INSPECTION BUILDING MATERIAL:*UBBISH A J 8 I5 FROM THIS WORK MUST NOT BE P CED INP , L{C SPACE,AND MUST BE CLEARED UO! ND HAUL AWAY BY EITHER CONTRACTOR OR O R "FAILURE TO COMPLY,WITH TSTRUCTION LIEN N RES IN THE PROPERTY OWNER PAYING 0;--, M k , E1 EN S", ISSUED ACCORDING TOAPPROVE-.b CH E P�T IF AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO K*LS W $33.00 14 AT NTIC YEACH BUI D G DEPT. Date; 5/;8/01 01 Rueipt: 005J3'36 CHECKS 2 5 Q0100003221060 001 N032210N 2556 _ ,Uras F� BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBE R IMPORTANT—Applicant to complete ail items in sections I, II, III, and IV. I. 'I LOCATION Shed Addr•ur 7 1 /!Y �z rZ i✓1 C �. E OF Intersecting Slre•hf leh.esn d WILDING Aad . sYl-dLiJ•n ll. IDENTIFICATION —To be completed by all applicants. In eondderdion o!permit given for do's the ilh th" .If@ttd plena and rpecillcalion .hichoar c.dart hest i the above rleleneat. I. of goad.procfk• tided Therein• 'r' nerl here end in cc once .11h the by'o.• to pvlorm lel noes In eccordenee City o!Jecbomil4 ordinances end standards Name of Mechanic'I y^ GnfrulN(/rintl F �'/O�j-' !� 7 �/ NonGdnet•rs None*of 7 /reperty cleaner r Y / ra 0!� �° 3S 41 slgaelYl•a/ovn.. -7 � u 2 O or AYIANired Agent / / / Sigedere of . A,.hiled or Engineer III• GENERAL INFORMATi0 A. Type of heeling(moll e. Eiechic IS OTHER CONSTRUCTION aliNG DONE ON THIS BUILDING ON SITEI ❑ 644—C3. V ❑ Nahrnl 13 Control Utility ❑ OS IF Tea, GIVE NUMBER of CONSTRUCTION ❑ OMN—Specify PERMIT IV. N/CMANWAL EQUIPMENT M IN INSTALLED NATURE OF WORK (ileeld.rsrapleb list of eanpoaenh on bed of this►arra( J�` Residential or ❑ Commardst ❑` Haat ❑ Spsu ❑ Rscnsad O Gntn{ O pow ❑ New Building JF At,Ce drtienisgt ❑ Ream V. control Existing Building , ❑ Dec' Sydeml M tetiel Thklee.e Replacement of existing system Medrnwn copeclly, ❑ New Installation cNo system previously Installed) ❑ Reirlgerartloe ❑ Extension or add-on to existing system r; G ❑ Coaliq hearer. YP+a. ❑ Other_Specify . ❑ Rare sterfallwet NYaber el hared, ❑ He-Owe q Men1(R ❑ Pse les.. Inrwb•r) ❑.Gasoline paras. Iawarbor) THIS Sr^Ct.i`OOl OFFIC}US&ONLY O.•T.da (aambar) 1 ❑ LOG Inre/e1..re_ Reaerla (aYrnb.r) ❑ Uepred presswe vessel ❑ MRwe Ismail Appressed by DO- -b 00or--Specify rerwif P. LIST ALL EQUIPMENT Ant, CONDI IOMNG AND XEjquGERATlON LQUDrI CapedtY �".ft[ � Nteaber Veto Desarlpthm Model Numbfer 'S Maautaatene ) h 2 HKATING•FURNA03, SOIIXRS. FODUMACE3 Number Velb esad Dpttaa Madel NumOer Maautaetyrsr M-dtY TANKS Now S[anY woutwa capa.1 b Cont Liquid Name Cd 3erLal AP=19 IlCaaUfaatvnr No. No 9l 61"Jz gul1.�INC' lCl � 1 gPAa.,�MENT o EpCH.F�ORtDp + OF 1 � pT1ANTIG �1`D 1 d.- c�n .109 ON SOB �$ p� 1S MUSS BEpO a 8, 19/ THis PE �,54 Date � 44 Fee$ ity �� ,°a i5 1 $ 25 bee.Paid to G°Aj 00S 4 IS* valuatl°n „meho a above 1 noo of ayrbcable P �1d G9 Tbu g�ect to evocation tot.no 1� It1`7 t�1at This is to j44444 2 b Zone has QeLn"ssion to 1�E�•�AL � sro Clas sification Biock/'I S � TE FORM O,pned by Y¢�R+j, ' etmit LL CONGOT Lot 1r ate Vatt J this Y NO,tIC,O;6j,13G E p01J. It`t THS H°nse N° to ap4TO.4ed pans Which SY D-VV BE 40 D slX �S E YEY*j D ATE O d debris Accotdin8 1 AFTER .,a Tubbish be 4laced mater ost n°t cleated ZBoom'his work In' a to be con* ft s ace, an by eitbet in pobl�c pled away op and of ow¢et of tta E �J goildin8 RpCTOR CO OpTE NUMBER FORE NAY US PLUMBING E�ECTR�G�`L SEWER W pTER t. CITY OF ATLANTIC BEACH APPLICATION FOR ROOFING PERMIT BUILDING OWNERS µAC fj,Q PHONE_ JOB ADDRESS LOT# BLOCK OR UNIT # SUBDIVISION CONTRACTOR �(�� (o �1g-�. �o PHONE �2- ADDRESS_2, _ LICENSE NUMBER C Ud��72- EXPIRATION L 110 �9 JOB VALUATION $ :5 /, 00 MATERIALS: 17 , (-. ('5? "�-7�S SIGNATURE OWNER DATE SIGNATURE CONTRAC R _ 1 DATE DESCRIPTION OF MATERIALS NRTITION FRAMING: Cedar Studs: wood, grade, and species 2 x 4 # 2 Cesize and spacing 16t O.C. Other Additional information: 10. CEILING FRAMING: ,Joists: wood, grade, and species 2 X 8 and 2 x 10 Other2 X 8 and 2 x 10 Additional information: # 2 Southern Yellow Pine 161tO.C. Bridging 1 i. ROOF FRAMING: Rafters: wood, grade, and species Roof trusses (see detail): grade and species Additional information: 12. ROOFING: Sheathing: wood, grade, and species ]," Plywood Size— 4 X 8 A solid; [Ispaced " o.c. Roofing ; grade ; sine ' type 1S# Felt Underlay or thickness ; size Nails 1 g-5 PIT Built-Up Roof ; fastening Built-up roofing number of plies ; surfacing material Flashing: material C.r.I• Additional information: ; gage or weight 26 Elgravel stops; E] snow guards 13. GUTTERS AND DOWNSPOUTS: Gutters: material gage or weight size—�—�— shape Downspouts: material G•I• gage or weight—26 size 4 x shape Ree V t number Downspouts connected to: ❑ Storm sewer; ❑ sanitary sewer; ❑ dry-well. [X Splash blocks: material and size Additional information: 14. LATH AND PLASTER Lath [j walls, ❑ ceilings: material weight or thickness Plaster: coats ; finish Dry-wall& walls,X] ceilings: material Sheet Rock ; thickness tt finish StiAple Joint ticatment Taped 15. DECORATING: (Paint, wallpaper, etc.) Roosis WALL FINISH MATERIAL AND APPLICATION CEILING FINISH MATERIAL AND APPLICATION Kitchen Undercoat and # 2 Ename otippiLe Bath Undercoat and # 2 Enamel Stipple WICT 2 Coats Rubber Base Additional information: 16. INTERIOR DC1PfSS ff TRIM: Doors: type_rr�tll3/8" Moulded ; material ; thickness l Door trim: type ; material Fir Base: type Mould material Fir 2 1/411 Seal-Stain-Varnish ; SIZe Finish: duol•s 2 Coats Enamel trim Other trim (item, 0hr and location) Additional information: 17. WINDOWS: Windows: type Fi Xpd rylags_; make material sash thickness Glass: grade DSB Tinted ❑ sash weights; ❑ balances, type head flashing Trim: type- material Paint number coats _ lVealhcrstrippingt type material Storm sash, number Screens: ❑ full; ❑ half; type number ; screen cloth material Basement windows: type material screens, number. ;Storm sash, number Special windows Additional information: 18. ENTRANCES AND EXTERIOR DETAIL: Main entrance door: material Firwidth t Ott n l 5�——.; thickness� 3/Etl n Frame: material Pine ; thickness.L_1Lstt Other entrance doors: material `Fir ; width 21-811 thicknessi�!t Frame: material Pine thickness " Head flashing Weatherstripping: type Vicryl ; saddles Screen doors: thickness "; number ; screen cloth material Storm doors: thickness "; number Combination storm and screen doors: thickness "; number ; screen cloth material Shutters: ❑ hinged; ❑ fixed. Railings ,Attic louvers Exterior millwork: grade and species Paint number coats Additional information: 19. CABINETS AND INTERIOR DETAIL: Kitchen cabinets, wall units: material Formica lineal feet of shelves ; shelf width Base units: material Formica counter top Formica edging Formica Back and end splash Formica Finish of cabinets Formica number coats Medicine cabinets: make Louvred model . tL FLOORS AND WAINSCOT: d MATERIAL, COLOR, BORDER,SIZES, GAGE, ETC. THRESHOLD WALL BASE UNDERFLOOR MATERIAL MATERIAL MATERIAL Kheet Vi 1-Armist ron Corlon Wood 8 Bheet Vi 1 Armistron Corlo Wood droomM ster B th and Cl set--Lavin room Dini rocs B th 2 and V.A. Tile b Orchard Stone Ca et LOCATION MATERIAL, COLOR, BORDER, CAP.SIZES, GAGE, ETC. HEIGHT HEIGHT HEIGHT IN SHOWERS 0 OVER TUB (FROM FLOOR) Bath a aper 3 2 Wall Pa er Bathroom accessories: ❑ Recessed; material number • []Attached; material number Additional information: 22. PLUMBING: FIXTURE NUMBER LOCATION MAKE MFRS FIXTURE IDENTIFICATION No. SIZE COLOR Sink 1 Kitchen Kohler Stainless Steel 2 x 2 Lai"et 2 Bath #fl-2 Kohler Radiant K-2 1C-C 18" fes Water closet 2 Bath #{1-2 Gerber 212C2 Bathtub 2 Bath 1-2 Kohler Fiber Glass Tubs Shower over tubes 2 ath 1-2 Gerber 48-22D Stall showerA Laundry trays AM Curtain rod A❑ Door ❑ Shower pan: material Nater supply: M public; ❑ community system; ❑ individual (private) system.* Sewage disposal:1] public; ❑ community system; ❑ individual (private) system.* *Show and describe individual system in complete detail in separate drawings and specOcations according to requirements. House drain (inside): ❑ cast iron; ❑ tile; ❑ other House sewer (outside): ❑ cast iron; ❑ tile; ❑ other Water piping: ❑ galvanized steel; ❑ copper tubing; ❑ other Sill cocks, number 2 Domestic water heater: type ; make and model ; heating capacity gph. 100° rise. Storage tank: material ; capacity gallons. Gas service: ❑ utility company; ❑ liq. pet. gas; [-] other Gasi In p p� g: ❑ cooking; ❑'house heating. Footing drains connected to: ❑ storm sewer; ❑ sanitary sewer; 0 dry well. Sump pump; make and model ; capacity ; discharges into 23. HEATING: ❑ Hot water. ❑ Steam. ❑ Vapor. ❑ One-pipe system. ❑ Two-pipe system. ❑ Radiators. ❑ Convectors. ❑ Baseboard radiation. Make and model Radiant panel: ❑ floor; 0 wall; ❑ ceiling. Panel coil: material ❑ Circulator. ❑ Return pump. Make and model capacity gpm. Boiler: make and model Output Btuh.; net rating Btuh. Additional information: Warm air: ❑ Gravity. 1] Forced. Type of system (�_F._ NAnt ptnen Duct material: supply G.I. ; return Insulation Fibe1glaq-Thickness ❑ Outside air intake. Furnace: make and model Input Btuh.; output 120,000 Btuh. Additional information: ❑ Space heater; ❑ floor furnace; ❑ wall heater. ,Input Btuh.; output Btuh.; number units Make, model Additional information: Controls: make and types Additional information: Fuel: ❑ Coal; ❑ oil; ❑ gas; ❑ liq, pet. gas; IN electric; ❑other storage capacity Additional information: Firing equipment furnished separately: [3 Gas burner, conversion type. ❑ Stoker: hopper feed ❑; bin feed ❑ Oil burner: ❑ pressure atomizing; E] vaporizing Make and model Conool Additional information: Electric heating system: type_ Heat Pump G.E. Input watts; Q volts; output Btuh. Additional information: _.,. INSULATION: DESCRIPTION 'OF MATERIALS LOCATION THICKNLss MATERIAL,TYPE, AND METHOD of INSTALLATION Roof " Fiber Glass Batts VAFOR BARRIER Ceiling_ Wall ' Fiber Glass Batts Floor HARDWARE: (make, material, and finish.) SPECIAL EQUIPMENT: (State material or make, model and quantity. Include only equipment and appliances which are accept. able by local law, custom and applicable FHA standards. Do not include items which, by established custom, are supplied occupant and removed when he vacates premises or chattles prohibited by law from becoming realty.) by e a on Ousean ar ac sonvi a ect c Authors shall a p see a ac e s ee 27. MISCELLANEOUS: (Describe any main dwelling materials, equipment, or construction items not shown elsewhere;or use to provide additional information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.). Special Eoui>asent t Kitchen RariPA RRF ��_p D shw w-Sher: Fri Garba a Disposal Unit: Frig. FDF- Wood Ducted Nutone a ware: a epma er a , an inish Kwik Set PORCI 4 ' Concrete Slab 6 x 10 l0 Wire Mesh TERRACES: GARAGES: Carport Zt' Concrete Slab 6 x 10l10 tire Mesh .. Pnr,o1 ears mei i WALKS AND DRIVEWAYS: Driveway: width '— fl base material—Sand T; thickness Jtj!,"; surfacing material -_(:rannl thickness Front walk: width — tt ; material GrayP.l _; thickness —4—". Service walk: width ; material ; thickness Steps: material treads ' ; risers . Cheek walls OTHER ONSITE IMPROVEMENTS: (Sperify all exterior onsite improvements not described elsewhere, including stents such as unusual grading,drainage structures, retaining walls,fence, railings, and accessory structures.J LANDSCAPING, PLANTING, ANG-FINISH GRADING: Topsoil " thick: ❑ front yard; ❑ side yards; [] rear yard to + (AUAW feet behind main building. Lawns ( or sprigged): A front yard • IM side yards Planting: [� rear yard ❑ as specified and shown on drawings; ❑ as follows: By Owner $300.00 Shade trees, deciduous, " calicer. — ' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J =" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 ED) lit Application Number . . . . . 09-00000106 Date 1/23/09 Property Address . . . . . . 1710 E PARK TER Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------------------------------- Application desc 1 fixture ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RASTRELLI AFFORDABLE PLUMBING COMPANY OF 1710 PARK TERRACE EAST JAX, INC. ATLANTIC BEACH FL 32233 5050 SUNBEAM RD. STE. 8 JACKSONVILLE FL 32257 (904) 288-9003 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/22/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Ell .Date: Property Address: 1110 pA 12 K TE 2_2AC E V7AST A+LA Mft Bea cel 3'223`'j Owner:_ffi rP no-A (-�,Asfv- d i Telephone#: gQq=Zy-7-,Z3nn Contractor: bl.Mrcl A61e WA.�t.r Telephone#: °I04 lq-7 � Contractor Address: 3"m Kbr, Rd JAx1, FL 3'Z�� 'Fax .qo�1, i2b0-(oZ9'Z In consideration ofpermit 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 Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, }� New list the building permit number: ❑ Re-Pipe Number of Fixtures: i Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory V Water r?U Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = '� 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800- Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Hall, Erika Subject: TREE MITIGATION: 1710 Park Terrace East Start Date: Monday, March 26, 2007 Due Date: Wednesday, October 15, 2008 Status: Completed Percent Complete: 100% Date Completed: Wednesday, October 15, 2008 Total Work: 0 hours Actual Work: 0 hours Owner: Hall, Erika Categories: Tree/Vegetation Tasks Company: Rastrelli/Fasanelli REMOVED: 139"palm and 50"hardwoods,for a total of 189" P-9" 2-10", 1-11"t 1-13" 1-14"t 1-16") 1- 18"palm, and 1-23"live oak, all located in the interior zone, 1-20"palm and 1-27"magnolia located in the exterior zone, with mitigation assessed at 25"hardwoods and 10"palms]. PRESERVED ON-SITE: 131"palms and 188" hardwoods,for a total of 319" [I-10"and 1-15"elm;2- 16"laurel oak;1-10" 1-16", 1-18" 1-43"(double), and 1-44"live oak;3-10", 1-11" 1-13" 2-14" 1-15" 1- 16", and 1-18"palm] PLANTED ON-SITE: 6-4"oaks and 2-5"palms 10/15/08: Good to go on tree mitigation/approved for CO 1 City of Atlantic Beach Building Department r, Certificate of Occupancy ,3 This Certificate issued pursuant to the requirements of Section 110.2 of the Florida 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: Date: October 31, 2008 Contractor: Fasanelli Development Co. Address: 1710 E. Park Ter., Atlantic Beach, Fl 32233 Construction Type: V Occupancy Class: Single Family Dwelling R-3 Permit Number: 07-293 G MICHAEL G BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: d Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By F' i Public Works A -v y" Public Utilities Building Planning / /NL Final Survey wi FFE Yes No V t G b (jfi6h$A (104 All Re-Inspect Fees Paid s No Termite Treatment Yes No _ LN I g � mo � � f cC)00 ( � m .. � § ¥ .. .. § g Zoo " ® ■ 2 C) .. § m @ a eb mv / c) ff 7 . . = mO-?TQ � / @ � R � 9CD (D0 § ] m X33 / m XOQ-nn / m=aC� K � 2R S. 2L LA 0 � m< C n m q- . . 0 2 .. C: oK 0;04 A� $ m%2g0 \ SD2 ® ■ . ate � a) £ m 2 L w c <. m % i @ k ( O 2 C% ] 9 2 w - f -0 2 CL !AJ § R k 0) -v 7 0 _ r) ] . - E . . � k q tD 2 to Gon Dan M, p co �' a o coca :* 3 = (D " 3 s rye o !' m 0,0 N � rt c N or ,�n �„ v of d (D N m d pr m g o mac N r c N N �. °D v v a�. (D L; -� Ln -v -a =o o 3 rD M v �*" (D rD m O " N) ro n o �OD rD co w � w ,rt ca O .o rD rD O 0- m- 0 - m- O c Ln rD sz r O O rD O O �G v tl O Q- 0 rr rD v 77 ri O :3 . CD n rr O O v rD rD v tZ -G O a' v n O_ 3 rT-, cO--4 w may ® c 0 0 :r 4- =% CA X -uggM-u 3 cma w cn 0) =r (D (D 0 @ 0 CY R 0 0 OD OD \ \ q CD J r1 , CITY OF ATLANTIC BEACH x� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 t Application Number . . . . . 08-00001321 Date 9/23/08 Property Address . . . . . . 1710 E PARK TER Application type description PLUMBING ONLY Property Zoning . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------- Application desc irrigation ------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- RASTRELLI HULIHAN TERRITORY 1710 PARK TERRACE EAST P .O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-8505 -------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee 50 . 00 Plan Check Fee . 00 Issue Date . . . Valuation 0 Expiration Date . . 3/22/09 -------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 07- I I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ri OFFICE:(904)247-5826•FAX NO.:(904)247-5845 e BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1?'JOB'AODRESS: ,'f.. & s Z I%THI�;AySVBaPERMIT: " 31 DATE•. ❑NO Atlantic Beach FL 32233 OYES PERMIT* owce =.:;w&IPROPERTY ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: UMBING,CONTRAgTOR 7.NAM COMPANY: 8.ADDRESS.: 9.STATE OF FLORI A LICENSE NO: 10.CELL E su � 11.FAX NO.� 0 L 7 G Z a 12.EMA ADD" 13.OFFICE PHONE, 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 co enced. CONTRACTORS SIGNATURE: 15.NATUREOE WORK.n14R x 16 9,�, i ,r,az t 9 1 r 0AI.' W 18:CURRENT Cb Ue, ❑ NEW ❑'06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING ❑OTHER: 19'NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORYURINALS LAUNDRY TRAY -7 OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BACKFLOW PREVENTER REQUIRMENTS: TYPE OF FACILITY MINIMUM TYPE OF PROTECTION Breweries, Distilleries, Bottling Plants D.C.V. A. Car Wash with recycling system and/or Wax Eductor R.P. Chemical Plants R.P. Dentist Office R.P. Film Laboratory or Processing Plant R.P. Food or Beverage Plant . D.C.V.A. Hospitals, Clinics, Medical Buildings R.P. (Parallel) Irrigation Systems D.C.V.A. or R.P. Laboratories R.P. Laundries & Dry Cleaning Plants D.C.V.A Machine Tool Plants (Health or System Hazard) ** R.P. Machine Tool Plants (Pollutional Hazard) ** D.C.V.A. Metal Processing Plant (Health or System Hazard) ** R.P. Metal Processing Plant (Pollutional Hazard) ** D.C.V.A. Nursing Homes R.P. Packing Houses or Rendering Plants R.P. Pesticides (Exterminating Companies) *** P.V.B. Overhead fill Petroleum Processing Plant R.P. Petroleum Storage Yard (Health or System Hazard) ** R.P. Petroleum Storage Yard (Pollutional Hazard) ** D.C.V.A. Piers, Docks or Waterfront Facilities R.P. Power Plants R.P. Radioactive Material Plants R.P. Restaurants with Soap Eductors and/or Industrial Type Disposal R.P. Sand and Gravel Plants D.C.V.A. Schools with Laboratories A.V.B. Swimming Pools with Piped Fill Line A.G. at pool Sewage Treatment Plants R.P. Sewage Pumping Stations D.C.V.A. Tall Buildings over three stories R.P. Veterinary Establishments R.P. Commercial facilities: Due to frequent occupancy change all commercial facilities require a minimum RPZ on the service.ln addition to and including those types of facilities listed above, an approved backflow prevention device of the type designated shall be installed on each domestic water service connection to any premises containing the following real or potential hazards. MINIMUM TYPE OF PROTECTION Premises having an auxiliary water system not connected to public water system RP Premises having a water storage tank, reservoir, pond, or similar appurtenance RP Premises having a steam boiler, cooling system, or hot water heating system where chemical water conditioners are used RP Premises having submerged inlets to equipment R.P. rJ`l �f •�' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-del2t(a?coab.us Application Number . . . . 07-00000999 Date 7/11/07 Property Address . . . . . . 1710 E PARK TER Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------- Application desc NEW SERVICE 300/240AMP -------------------------------------------- Owner Contractor - ------------------------ ----------------------- RASTELLI BROOKS & LIMBAUGH ELECTRIC CO 1710 PARK TERRACE EAST Q/A BROOKS, CHRISTY ATLANTIC BEACH FL' 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 . --------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/07/08 ------------------------------------------------- Fee summary Charged ---Paid--- Credited ---- --- Due ----------------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ng ELECTRICAL PERMIT APPLICATION ' S)�' Property Address: Owner. Contractor: Telephone#: • Contractor Address: Telephone#: {c (-005j 1 `'�'Z f {n Fax#: Z�{q — G`XQ Contractor Si ature: In consideration of permit given for do a wo In accordance with the attached plans and the above statement, we hereby ague to ordinance and stsadards of ocg �tfi ��°a perform said work in raetice listed therein, heroof and in accordance with the City of Atlantic Beach Building: ding Type; p Trailer New ce: other oonstruction Old o Commercial p S�. being done on "O Re-wire is ErNew increase Or site,list me building U Addition Sq.Ft. p Repair Permit number: Conductor Size: AMPS; COPPER Switch or dd ALS Breaker AMPS UO PH lRA f Existing Service W VOLT WAY Size AA1[PS Meter PH W VOLT W CE Number Feeders: NO. SIZE Lighting Outlets NO SIZE NO SIZE CONCEALED OPEN Rice tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMn OVER Appliances BELL Air H.P.RATING H.P.RATING TRANSFER. Conditioning COMP.MOTOR OTHER MOTORS AMPS FCEEILING KW-HEAT MAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS I7L�Eliuov Transformers NO. KVA NO. No.Neon Transf. KVA Ea. S' Miscellaneous 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (9q4)247-5800. Fax: (904)247-5845. httR://www ci atlantic-beach tl us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PRONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 07-00001000 Date 7/11/07 Property Address . . . . . . 1710 E PARK TER Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------------------- Application desc TEMPORARY SERVICE POLE ----------------------------------------------------------------- - Owner Contractor ------------------------ ------------------------ RASTELLI BROOKS & LIMBAUGH ELECTRIC CO 1710 PARK TERRACE EAST Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/07/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC' f IC BEACH ELECTRICAL, PERMIT APPLICATION Date: Property Address: �, �� Owner. Telephone#• Contractor: pp Telephone#• Contractor Address: �^ Fax#: Contractor Contractor Si atnre: In consideration of permit given for doing th wo accordance with the attached plans and in the above statement we hereby agree to perform said work is ordinance and standards of code which aro apart hereof and in accordance with the City of Atlantic Beach ractice listed therein. Building: Building Type; O New TYarler Service: If esidenceother O Old O Commercial C3 New being done on�u O Re-wire O Increase Or site,list the building U Addition Sq.Ft. t] Repair Permit number; Conductor S' AMPS: COPPER Switch or Breaker AMPS PH RACE RACE , Existing Service VOLT AO WAY Size AMS RACE Meter PH W VOLT WAY Number Feeders: NO. SIZE NO SIZE Lighting Outlets NO SIZE CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMP$ ovm A liances BELL '� H.P.RATING H.P.RATING TRANSFER. Conditionin COMP.MOTOR OTHER MOTORS CEILING ICW_HEAT AMP'S HEAT Motors 0-1VOLTAGB PH NO. OVER 1_HP. PHS �y v Transformers Nu. KVA NO. No.Neon Transf. KVA Ea. Si Miscellaneous s 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (9q4)247-5800. Fax: (904)247-SM- bn�://www://www.ci.a fl us://www ci atlantic-beach fl us Revised 1/04 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET . r Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane .Kalu Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 is Safety (904)247-5800 (904)247-5834 904 247-5843 Fax Jax Fire dept. (904)247-5845 Fax ( ) PLAN REVIEW COMMENTS O 9-3 Permit Application#_ Property Address Applicant: I<1 S A/V Project: This application has been: Approved as noted by the epartment. Final application approval m st come f m the Building Department. Reviewed and the following items need attention: SA� L ,. ir Q s r s. • 1 S� . Syfi . / _ Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being Tissued. , Reviewed By; Date: _ Date Contractor Notified: CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Kalu (904)247-5800 (904)247-5834 is Safety (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept. PLAN REVIEW COMMENTS Permit Application# d Q Z 93 Property Address Applicant: Project: ��I�+O �k�/d /Voo 9111116 fain !V M This permit application has been: ❑ Approved as noted by the Department. 'nal application approval must come from the Building Department. Reviewed and the following items need attention: 7 -7"IC VE-- �1f, Please re-submit 2-copies of a,_ revisions to the Department re ue�. Building Dept, Public Works and Utilt, page, failure to notify the correct department mut nit from being issued. Reviewed By: X Date: Date Contractor Notified: BUILDING PERMIT APPLICATION r CITY OF ATLANTIC BEACH r 800 Seminole Road,Atlantic Beach FL 32233 D;il�r Office:(904)247-5826 • Fax: (904)247-5845 l� lo Job Address: !-Y/LI,� ,/�72/Z1aG� ,-/�"S i Permit Number: Legal Description L-©T 1��GL VA /�A9/✓4 UA) rT CJ Valuation of Work(Replacement Cost) $__Hz0 • Class of Work(Circle one): New Addition Alteration Repair ■ u (Circle one): Commercial Use of existing/proposed struct ■ If an existing structure, is a fire sprinkler system installed? (Circle one): =YesNo /A■ Is approval of homeowner's association or other private entity required? ( es DO Describe in detail the type of work to be perfonned: 1)6r7106/7-/49AJ VF Property Owner Information Name: ,p 0 L2>Z4%w4 LL/ Address: �l1c-1 SEL✓A City 4'•e 13 may. State Zip _2W 3 Phone ��/•2Y 7. 2 o Contractor Information: Name of Company:/`�/�SA.v GGi ��l/, C D _Qualifying Agent: �l p �SA,1JcGL Address:/ 36)►C-y F3L✓j>. 570/rr -1C>00 City c_Ffc/,4wd/GLer State 1-4. Zip 3Z2S0 Office Phone tDy 2L3--3Q21 Job Site/Contact Number A66& b v2rO«0_5 t0el335-`/7l cl State Certification/Registration# CGC 4934.232 Office Fax# 6)75 Architect Name & Phone# 70,0Y Sr 2Z-VAI 77 Engineer's Name&Phone# Application is hereby made to obtain a p�ermit to do the work and installations as indicated. I certify that no work or installation has cohnmenced prior to the issuance of aQermit and that all workwill be performed to meet the standards o/all laws regulating construction in this urisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or wor/c is suspended or abandoned for a period o 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 nndAir Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this pe of workwill be complied with whether specified herein or not. The granting of a ermit does notpresume to give authority to violate or cancel the provisions ojany other federal,state, or local law regulating construction or the performance ojconstruction. Signature of Property Owner: F -f -Et ! Signature of Contracto . _,e�l Zs cq��wnd subscribed before e Sworn t9p,,�and subscribed before me this ay of ck `2oo� this_r"Day of A tfy:VC/Y /000'j �Nota Notary Notary Public: 'IM- 31c '!v ` FES; eta. DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY RPviev��Reenit((-'ircle nnel• Duval County Property Appraiser-Parcel Summary Page 1 of 2 • site ince:x ® con?act ® sea rn Official k'iab-ale cat k+a C at Jacksanw ie.%rich Property Appraiser Home> Departments>Property Appraiser> Duval County Database Search Parcel Information Printable Version —] Owners Name: RASTRELLI EDMUND C&BRENNA M Real Estate Number: 172020 0398 Secondary Name: Property Address: 1710 PARK TE E Mailing Address: 1710 PARK TE E City: ATLANTIC BEACH ATLANTIC BEACH , FL Zip: 32233 Unit Number: Zip: 32233 2007 Exempt Value: $0.00 PARCEL DESCRIPTION Property Use:0100 SINGLE FAMILY iffransaction Date: 5/26/2006 Transaction price displayed is based on the actual amount of Legal Description: 34-85 09-2S-29E SELVA to Transaction Price: $505,000.00 documentary stamps paid MARINA UNIT NO 8 LOT 30 BLK 12 - at the time of recording. The current rate is 70 cents per$100. Subdivision: 3134 SELVA MARINA UNIT 08 Section/Township/Range: 092S29 No. Buildings: 1 Official Record Book and Page: 13304-2267 Heated Area: 1572 Map Tile: 9409 Exterior Wall: Tile/Frame Stucco VALUES FROM 2006 CERTIFIED TAX ROLL Agriculture Land Value: $0.00 Taxing Authority: USD3 Land Value: $300,000.00 Building Value: $130,461.00 View Parcel Tax Record Extra Features Value $0.00 Total improvement Value $130,461.00 Tax Estimator Market Value: $430,461.00 Assessed Value $170,294.00 http://apps.coj.net/PAO/RENO.asp?RENUM=172020+0398 3/14/2007 MIAMI DADE MIAMI-DADE COUNTY,FLORIDA METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95`s Street Medley,,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish`S' Clay Roof Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors. and shall be available for inspection at the job site at the request of the Building Official. This revises and renews NOA#04-0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tiger�a. o NOA No.:05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: 07320 Roofing Tiles Material: Clay Deck Tyne: Wood 1. SCOPE This revises a roofing system using Santa Fe"Santafe `S"Clay Roof Tile,as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION _Manufactured by Test Product Applicant Dimensions Specifications Description Santafe `S' Clay N/A TAS 112 One piece high profile clay roof tile equipped Roof Tile with two nail holes. For nail-on,mortar set and adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering,Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 The Center for Applied Engineering,Inc. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineering,Inc. Project: 07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail-On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails o NOA No.:05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 2 of 5 Test Aeencv Test Identifier Test Name/Report Date Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-70 TAS 101 09/22/03 IBA Consultants,Inc. 2353-71 TAS 101 09/22/03 113A Consultants,Inc. 2353-93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(lbf) Length-] (ft) 7Width-w(ft) Santafe'S' 6.7 1.5 .958 Table 2: Aerod namic Multi 1 ers— ft3 Tile %(ft) X(ft) Profile Batten Application Direct Deck Santafe'S' 0.274 0.297 oma . NOA No.:05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Table 3: Restoring Moments due to Gravit -M ft-Ib He 2":12" 3":12" 4":12" 5":12" ti" " :12 �":12" or Profile rter Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battns Direct Deck Deck Deck Deck Deck Santafe`S' 5.93 5.90 5.85 1 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N A Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Nail-On S stems Tile Profile Fastener T e Direct Deck Santafe'S' 2-10d Rin Shank Nails Battens 21.8 N/A One#8 Screw 29.16 N/A Two#8 Screws 38.28 N/A One#8 Screw w/riin 57.31 N/A ews w/Cli 1, A roved screws as nTwo#8 Scr oted'Product manufactured by others'. 57.60 61.77 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Santafe`S' Tile Bond Resistance 38.9 Oolyfoam Polypro AH 160TM 28 54 2 See manufactures com onent a royal for installation requirements. 3 Flexible Product,Inc.Avera a weigh er a 10.4 rams. 4 Pol oam Product, Inc.Avera a_:-'ht.p2r patty 9.4 rams. Table 5A: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Sin le Patt Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Santafe 'S' Pol oam Pol ro AH 160TM Resistance 63.8 Pol 5 Padd Placement of 63 rams of Pol ro AH 160TM. Pol ro AH 160TH 61.9 6 r-cludy Placement of 24 grams of Polypro AH 160TM FSantafe able 5: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Mortar or Adhesive Set S stems Tile Tile Attachment Profile A lication Resistance Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". a NOA No.:05-0921.02 Expiration Date: 01/01111 Approval Date: 02/02/06 Page 4 of 5 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING �Iea L "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE " • NOA No.:05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 .ode Online Pagel of 3 M":BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search � A d 7 Product Approval USER:Public User R Product Approval Menu>Product or Applicahon_Search>Application List>Application Det all FL# FL2019-R2 j� Application Type Revision Code Version 2004 t � Application Status Approved Comments Archived W, Product Manufacturer Santafe Tile Corp n Address/Phone/Email 8825 NW 95 Street Medley, FL 33178 (305) 885-9002 arturosantafe@aol.com \,h v j Authorized Signature Arturo Posada V\ arturosantafe@aol.com � N Technical Representative Arturo Posada KIY\ M M Address/Phone/Email 8825 NW 95 Street C , Medley, FL 33178 (v arturosantafe@aoLcom V) Quality Assurance Representative Arturo Posada Address/Phone/Email 8825 NW 95 Street Medley, FL 33178 (305)885-9002 arturosantafe@aol.com Category Roofing Subcategory Roofing Tiles Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) ASTM C1167 1996 TAS 110 2000 TAS 110 2000 Equivalence of Product Standards Certified By http://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs SY4JywRcv%... 3/14/2007 ide Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 03/28/2006 Date Validated 03/28/2006 Date Pending FBC Approval 03/30/2006 Date Approved 05/02/2006 Summary of Products �7 FL# Model,Number or Name Description i 2019.1 Mission Barrel Clay Roof Tile Mission Barrel Clay Roof Tile, 160 pieces per square Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2019 R2 C_CAC NOA_Mission.Barrel _ 1 Approved for use outside HVHZ:Yes 03011406._pdf Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL2019 R2 II NOA Mission Barrel 03011406_.pdf Other: Refer to Concrete and Clay Roof Tile Verified By: Miami-Dade BCCO-CER Installation Manual (Florida Roofing,Sheet Metal and Air Conditioning Contractors Association, Inc). and Miami Dade NOA* 03-0114.06 2019.2 RIVIERA INTERLOCK CLAY INTERLOCK CLAY ROOF TILE ROOF TILE Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2019 R2 C CAC NOA Riviera 05_1202-04.i)df Approved for use outside HVHZ:Yes Installation Instructions Impact Resistant: N/A FL2019 R2 II NOA Riviera_05_1202.04.Ddf Design Pressure: N/A Verified By: Miami-Dade BCCO - CER Other: 1 2019.3 Royal Clay Roof Tile Royal Clay Roof Tile, 96 pieces per square Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL2019 R2 C CAC NOA Royal_05-0921_01.Ddf Approved for use outside HVHZ:Yes Installation Instructions j Impact Resistant: N/A FL2019 R2 II NOA Royal 050921.O1�d_f Design Pressure: N/A Verified By: Miami-Dade BCCO - CER Other: Refer to Concrete and Clay Roof Tile I Installation Manual (Florida Roofing, Sheet Metal and Air Conditioning Contractors Association, Inc. and Miami Dade NOA* 05-0921.01 I 2019.4 Spanish "S"Clay Roof Tile Spanish "S"Clay Roof Tile, 96 pieces per square Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2019 R2 C CAC NOA Spanish S 05- Approved for use outside HVHZ:Yes 09_21 02.pdf Impact Resistant: N/A Installation Instructions jDesign Pressure: N/A FL2019 R2 II NOA Spanish S 05-0921.02 pdf Other: Refer to Concrete and Clay Roof Tile Verified By: Miami-Dade BCCO -CER Installation Manual (Florida Roofing, Sheet Metal and Air Conditioning Contractors Association, Inc. j and Miami Dade NOA* 05-0921.02 Back Next DCA Administration Department o/Commrnky Atfilrs Rondo 1rd"no Code ondine Codes and Standards 1555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Sunmm 177-1824,Fax(850)414-8436 CEJ 2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer hup://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%... 3/14/2007 Florida Building Code Online Page 1 of 4 F W'S 1411411'01"� a SL J �� *1 BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search . Product Approval a t„ x USER:Public User • ;A Product Approval Menu> Pro pct or Appllcapon Search>AP lication1ist>AppBcalt Detail ; FL # FL4334-R1 Application Type Revision Code Version 2004 L, Application Status Approved ' Comments M K Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute, Referenced Standard and Year(of Standard Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 3/14/2007 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 09/08/2005 Date Validated 10/16/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 - -__.._.. _--_....._. -------------------- --------- ;Summary ___-__.;Summary of Products FL# Model Number or Name Description 4334.1 Fiberglass Side-hinged Door 6'-8" Opaque I/S and O/S Single Door Units- Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID_4334_R1 I 68 Glazed_Installation.r)df Impact Resistant: PTID_4.3.34 R1 I 68-Opaaque_Installation.pdf Design Pressure: +/- P_TID 4334 R1 I 80_Glazed_Installation pdf Other: Evaluated for use in locations adhering _PTID 4334 R1 I 80 Oague_Installationpdf to the Florida Building Code including the High Verified By: Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'- 0"x 6'-8" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door 8'-0" Opaque I/S and O/S Single Door Units- Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering o the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'- 0"x 8'-0" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 4334.3 16berglass Side-hinged Door 8'-0" Opaque O/S Door w/or w/o Sidelites Units- Impact Rated Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering o the Florida Building Code including the High Velocity Hurricane Zone, and where pressure j requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- i 0" x 8'-0" max nominal size Max DP = +55.0 50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- hup://www.floridabuilding.org/ nr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 3/14/2007 Florida Building Code Online Page 3 of 4 FL0121-05 for additional information. 4334.4 Fiberglass Side-hinged Door 8'-0" Opaque I/S Door w/or w/o Sidelites Units- Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: i Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0"x 8'-0" max nominal size Max DP = +50.5/- 50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- FL0121-05 for additional information. 334.5 Fiberglass Side-hinged Door 6'-8" Opaque O/S Door w/or w/o Sidelites Units-,,Impact Rated Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High elocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0"x 6'-8" max nominal size Max DI' = +55.0/- 50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- FL0120-05 for additional information. NINE 4334.6 Fiberglass Side-hinged Door 6'-8" Opaque I/S Door w/or w/o Sidelites Units- Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions i Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 6'-8" max nominal size Max DP = +50.5/- 50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- FL0120-05 for additional information. 4334.7 Fiberglass Side-hinged Door 8'-0" Glazed I/S and O/S Door w/or w/o Units- Impact Rated Sidelites Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 3/14/2007 Florida Building Code Online Page 4 of 4 Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 8'-0" max nominal size Max DP = +50.0/- 50.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- FLo123-05 for additional information. 4334.8 Fiberglass Side-hinged Door 6'-8" Glazed I/S and O/S Door w/or w/o Units-Impact Rated Sidelites i Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High elocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 6'-8" max nominal size Max DP = +60.0/- 60.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- FL0122-05 for additional information. Back F Next DCA Administration Deparbaent o/Community Affairs RorMe Building Code Online Codes and standards 1555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (8S0)487-1824,Suncom 277-1824,Fax(850)414-8436 C)2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: Wri6ien' facurM `,w'' waoitov YBII rPY http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 3/14/2007 Florida Building Code Online Pagel of 5 airy SCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search F' Product Approval �s USER:Public User f + Product Approval Menu>Product or Application Search>Application List>Applkation Detail FL# FL5108 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 W Market St Gratz, PA 17030 (717) 365-3300 ext 2101 surich@miwd.com Authorized Signature Steven Urich surich@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year(of Standard Year Standard) ANSI/AAMA/NWWDA 101/I.S.2 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/05/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/15/2005 Date Approved 08/24/2005 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs6GHggysSptg... 3/14/2007 Florida Building Code Online Page 2 of 5 'Summary of Products f FL JFModel, Number or Name Description 5108.1 EJ185/3185 Fin Frame Equal- 36x72 Insulated 1/8"Annealed i Lite Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID_5108_I HAMA CertLetter 185-3185SH Impact Resistant: Fin Eq 5036002pdf Design Pressure: +/- PTID 5108 I AAM A_C.ert Letter 185-3185 SH Other: R-55 DP+57.1/-69.3 Per manufacturers _Fin Equal 52x78 50360.02.pdf installation instructions. PTID 5108 I_AAMA Cert Letter 185-3185 SH Fin Equal Ins 36x72 50360.02._pdf j PTLD 5108 I AAMA Cert Letter 185-3185 SH Fin Oriel_52x90_50360.02_Pdf PTID 5108 I AAMA Cert Letter 185-3185_SH_ Fin Oriel Temp 36x90 50360.02.pdf PTID 5108 I AAMA Cert Letter 185-3185_S_H Fin_OrieI Temp Ins 52x90.50360.02. df PTID 5108 I AAMA Cert Letter 185-3185_SH Flg Equal 36_x62 50360_02.pdf PTID 5108 I AAMA Cert Letter 185-3185 SH FIg E_qua_I 53x73 46984_0.2pdf PTID 51.08 I AAMA Cert_Letter 1.85-3185_SH Fg_Equal_Ins 36x72_50360.02df PTID 5108 I AAMA Cert Letter 185-3185_SH Flg_Orie1_52x90._50360 02.odf PTID 5108 1 AAMA Cert Letter 185-3185 SH Flg Oriel 53x73 46984.02._pdf PTID 5108 I AAMA Cert._Letter_185-3185 SH Flg Oriel_Temp_52x90 50360.02ndf PTID 5108 I AAMA Cert Letter_185-3185 SH FI�t_Oriel Temp Ins 52x90.50360.02.pdf PTID 510.8 I AAMA Cert Letter 3540 SH 36x72 59093._01.r)d_f PTID 5108 I HAMA CertLetter 3.540_SH_Oriel 48x96.59093_01.pdf PTID 5_108 I AAMA Cert Letter IMPACT_185- 3185 SH Fin_Equal_,52x78 54975.02,pdf _PTID 5108_I AAMA Cert Letter IMPACT 185- 3185 SH_Fin_Oriel 36x90 54975 02_pdf PTID 5108 I AAMA Cert_Letter_IMPACT 185- 3185_SH Flg_Oriel_36x90 54975.02ndf PTID 5108 I Installation Instructions- 185- 3_185_Flange_Singe_Hung•Qdf PTID 5108 I Installation instructions-_MIWD Nail Fin Alum Windows.pdf Verified By: 5108.2 185/3185 Fin Frame Equal- 36x62 Single Glazed 3/16"Annealed Lite Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP+57.1/-69.3 Per manufacturers installation instructions. i 5108.3 7IF18s73185 Fin Frame Equal- 52x78 Single Glazed 1/8"Tempered Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: j Design Pressure: +/- Other: R-55 DP+57.1/-55 Per manufacturers http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs6GHggysSptg... 3/14/2007 Florida Building Code Online Page3 or installation instructions. 5108.4 185/318�Fin ame Equal- 52x78 Laminated consisting of 1/8"Temp - .090 Lite Lami- 1/8"Temp Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: impact Resistant: Design Pressure: +/- Other: R-55 DP+56.7/-69.3 Missile Level D - Wind Zone 3 -Conforms to ASTM E 1886 and E 1996. Per manufacturers installation instructions. 5108.5 185/3185 Fin Frame Oriel 36x90 Single Glazed 1/8"Tempered Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP+57.1/-69.3 Per manufacturers installation instructions. 11 5108.6 185/3185 Fin Frame Oriel 52x90 Single Glazed 3/16"Annealed Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35 DP+35/-35 Per manufacturers installation instructions. I 5108.7185/3185 Fin Frame Oriel 52x90 Fixed Glass Insul 1/8"Temp/Sash Insul 3/16"Ann Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: j Impact Resistant: Design Pressure: +/- Other: R-55 DP+57.1/-69.3 Per manufacturers installation instructions. j 5108.8 185/3185 Fin Frame Oriel 36x90 Laminated consisting of 1/8"Temp - .090 Lami - 1/8"Temp Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP+56.7/-69.3 Missile Level D - Wind Zone 3 - Conforms to ASTM E 1886 and E 1996. Per manufacturers installation instructions. aiiia 5108.9 185/3185 Flange Frame 53x73 Single Glazed 1/8"Tempered Equal-Lite j Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP+56.7/-61.5 Per manufacturers installation instructions. t 5108.10 185/3185 Flange Frame 36x62 Single Glazed 3/16"Annealed Equal-Lite Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs6GHggysSptg... 3/14/2007 Florida Building Code Online Page4of 5 Design Pressure: Other: R-55 DP+57.1/-69.3 Per manufacturers installation instructions. 5108.11 185/3185 Flange Frame 36x72 Insulated 1/8"Annealed E ual-Lite I limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP+57.1/-69.3 Per manufacturers installation instructions. s 5108.12 185/3185 Flange Frame Oriel 53x73 Single Glazed 1/8"Tempered Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP+56.7/-69.3 Per manufacturers installation instructions. 5108.13 1185/3185 Flange Frame Oriel 52x90 Fixed Glass Insul 1/8"Temp/Sash Insul 3/16"Ann Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions j Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP+57.1/-69.3 Per manufacturers i installation instructions. i 5108.14 185/3185 Flange Frame Oriel 52x90 Single Glazed 3/16"Annealed Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: { Design Pressure: +/- Other: R-35 DP+35/-35 Per manufacturers installation instructions. i i 15108.15 185/3185 Flange Frame Oriel 52x90 Single Glazed 1/8"Tempered Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: i Design Pressure: +/- Other: R-55 DP+57.1/-55 Per manufacturers installation instructions. 5108.16 185/3185 Flange Frame Oriel 36x90 Laminated consisting of 1/8"Temp - .090 Lami - 1/8"Temp Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- f Other: R-55 DP+56.7/-69.3 Missile Level D - ind Zone 3 -Conforms to ASTM E 1886 and E 1996. Per manufacturers installation instructions. 5108.17 3540 Finless Frame Equal- 36x72 Insulated 3/32"Annealed Lite Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: http://www.floridabuilding.org/pr/pr app_dtl.aspx?paiam=wGEVXQwtDgs6GHggysSptg... 3/14/2007 Florida Building Code Online Page or D Design Pressure: +/- other: R-35 DP+35.3/-50 Per manufacturers installation instructions. 5108.18 3540 Finless Frame Oriel 48x96 Insulated 3/32' Annealed Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ• Installation Instructions , Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- i Other: R-30 DP+30/-30 Per manufacturers installation instructions. Back Next DCA Administration Deportment o/Community A/falrs Ronda Building Code Online Codes and Standards 1555 Shumard Oak Boulevard Tallahassee,Florida 31399-2100 (850)487-1824,Suncom 277-1824,Fax(850)414-8436 m 2000-2005 The state of Florida.All rights reserved.Coo-ovriaht and Disclaimer Product Approval Accepts: ® iCMck WA519M� SlrtYr�d `'�rf�wovE Yl11+PY� http://www.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDgs6GHggysSptg... 3/14/2007 lPA W N.� mm TT � � Q Cn DC'1 _ (33m zIZ80 D nO0LA m LA 0Ln A u N m z r t- �22mm a -y to A N-I n9 n'D n2 Omm=G z N M T0G7yr m i D m m Op 2� 2N mNom� A m O r-� fn0 N O m T-Ni < T� C O d mOc�O0ti m O�m rn 0 0 Cf iA �N AA ZzrAiOD+ Z -n Z-IDn�O r 2 n O T z N , O� m 00 CrQ'izo O W N00 'z^0 mo ~ 0 1 z c o N mZ �I m� X6�a C m aj vzi vzi F` '� wm z N i z -, roar„ �z ,D-i mvl> Q.7 R°Re Gl m p x� 1 Z m o n m n 0 0O m00�=c r mm 2 0 z ro 0 00 0� ,cn Rl 00 Z v Z p Z . D 0 0m 80 mtn OEM m m m c ZON m mm mT O =mmc,- C7 Cn D� Z N m Dm v O O� mO O��Or Q lr/IN O n0 N 0 w y 0 A Om DD am V)nZ0n C C) im i i i C� S XLn Wm �O Z>O>C C Q N �1 me O O O v D In OA I me DaZz ]] O�Nm � � N 00 A VZ OZ --j C =2 W W O -Z-i On U N t0 Z X00 JN == VION=� \CC Z ym Z mc, OZ -1m ZCi f=nmmm G 1 A O tb ]] O mm ;l x M N m 0 JM V Z 'x N0 O U c yT < 0 ZN-y m 0 Z -r1 iN mc'�-CO Q o v m0 ocCm � 0 T z N A N (nom i n O b m 1 O 0LLLZ�u 7 (O IM x xx1 A (n O 0 T - 57 \�..- O O ~ Z a x N A:" cn N o H Z.x x � s +++++ 0 N MAX. FRAME HEIGHT 81.875" 00000 = r O .O 000002, 04 N N O 62.675" MAX - OX c D.L.O. mrnmo mz;Z - 00000 00000 T ti m N +t+++ N N 00000 m m m m m p 0m pcn o00ooC r , � D I I Z Q�Of O�Ot Ol O O co0'I'M 0 0 00000 +++++ �D tD tD�O O f A 00000-m= SDC A Z D oWi I I I I L Z M 0 0 0 bb m N O +++++ mm2 Z r=X 0 "o' ,o oo'o 10 n =O O O O O C A Q N ? 0 r I I I I I Z l c Z m a 0 A 0 0 0 0 O i 3 b 6 000 CAM E r" mrnmmrnm �� p x 1.000000'> 000000C�mZ' o CL InNM m c m Ln i I 1 1 i I arnrno,mrnA A ,p 00000 . p 0 00 0 0 00 A - A v Z M N p D - =x y m MAX. PANEL HEIGHT 79.250" p PRODUCT: 'EXWYOR DOOR PRODUCT' MASONITE INTERNATIONAL CORP. DOUBLE 6'8'GLAZED C 4 25 0 ANCHORS & PLASTICS SWS nBERGLASS DOOR 7300 REAMES RD. $ c P ti ? B 3 1 OS FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 N -1E L o A 2 22 05 AnnED CLASS DETAIL SWS TYPICAL EVATIONS NO. DATE BY &GENERAL NOTES CTZm nAyZ y2mm A N TI-11 o - D - v ^-I m A - 0 0 �{ �•--� p 4 O z o w \J m I_ s _ 9 4 N Rt Q r.,2, m u z ° z T 06 k p _ A _ m0 V _ l+ 4 O m02m Ell 992 1 � a J (A v n � - n n m O Ov 2 IIIAAA V `/ � Z 0. m N NO f O Z r OZm � Z P mA9Z HZ D ° tN v a.. r p m o n m m a G N PRODUCT: m 'DaDWR DOOR PROOMT• MASONITE INTERNATIONAL CORP. � < c 4 z os ANCHOR & PLASTICS sws c a DaeLEDoox D 7300 REAMES RD. o vy -i B 3 1 05 FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 SA o A 2/z2/05 �"r'ED GLASS DETAIL SWS CROSS SECTIONS Ln NO. DATE BY ISIONS D 31 31" 7.375" �m 'm m u n w I— m N N m rn m O N n r m mm m m �� m m v m V A V m rn rn A D W W r W O m TLt W C7 m - a "S rn rn L W W O 1*1 D r9"I D Lon I,- Eli , E 4 MORE EQUALLY SPACED �D a ,T 6" m 6 m co �l� H O c 4 MORE EQUALLY SPACED LA D -0 U om m I m _{I 6" _ IT O m y rn 5.5"— 41.25D" r I I Ism I Imo® i D � TN��D ° D � �rMiN-Ni D D n- D v w zr"mr- �— . 1 ri V) v o0�M �- armirpmD p C m = p Z - m m � m� m Z Z=Do D O T r t7 O 0� 7.375" =-1C� 31" 31" =2 2 m p r m x PROD'EXTER1OR DOW PRODUCT" MASONITE INTERNATIONAL CORP. n 3 N 6'-6.FlBERGLISS GLAZED IL" a Z C 4 25/05 ANCHORS & PLASTICS SWS DOUBLE DOOR UaLT 7300 REAMES RD. Q o Ln - B 3 1 OS FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 I� o N0. 2 DATE 5 A^^ED GLASS DETAIL 6Y ANCHORING LOCATIONS " BIONS DETAILS D > t -- SOY-{ rtn�_--407-i^cn> D z DO ZmNm O�O;:D—L) = 31" 31" CnO y ��G)z ;am r� 7.375" �C ��R.o zCpoo;o>> Z -m m rz ENDO - OLn; Oz yo 0L M (A CDmKZ0 MOm CCn D wD oDm �cn Z C+�cn r Z N f KE>m mrnm0 Cl < m Z v m r O� �zOcn 0 m C7 mmXzE00 m U)m OOM O�N�� 2��7 CN jW OfrTl ZC.�zc--I --I=O N= =DD T— M z is Cl) K=��=*''77 =MDmm mc- D mm f�Tt� 41 �D �� 000 aim � o m "D0 vn-O�M LO Mm T�� m �mI ~> Om Z Sm– mo 3 z�Mz Y n mr-z m�r(r1�� C) = �c �• =y Tn y`0O = O Y�< V70D (n Z O m C-)MW my (n U) !ten 0 OAc 0 zzz mm w w _ -O ZYL =-<-10z m a? m M K Z D�— Cf)x D O COn ZC)Z � O -u cn O 0Dn m v OD m nm 0 c o m rn 7J m2<�7 0 O MM T Z 4 MORE EQUALLY SPACED o m :m �JI (A o 6" y D 6 u� -I I 03 I IIS I- m a w u , m rn LA rn m 4 s _ m rn m N 4S i- LL 4 MORE EQUALLY SPACED w w 6" m 6" $ i g UCT PROD : z x TMERIOR DOOR PRODUCT" MASONITE INTERNATIONAL CORP. Io o Z C 4 25 O5 ANCHORS & PLASTICS SWS DOUBLE ODOR UNR�� 7300 REAMES RD. N y B3 1 OS FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 A 2 22 05 A �D GLASS DETAIL SWS DATE BY ANCNORIIO ONS BIONS DATE DETAILSAJLS' 0 1.188" N p 0 0 ❑ O --{ 1.250"L_1 2.75" N O N O V I ? A N D ! a m a o C) a x Ul m ate — oN rn o Xa 3 zz y 'a CL 0 C4 ran A�Q CD o z "m~ r ❑ 1 p p L7 1 0 _L ;o Lo m 2.75 I .962" .97" 03 — n� ❑ 1�C 1.2so" �1 ❑ �2 1 ❑ to �(�]p W KW N NOD Ce�fcafbDNl 20 5430 D y p ro m DateA ' '9'05 v o 'Q q 3 z z a 2.75" T z- ❑ 1.500" o n w N ❑ " f—.380" � Z m m -� D - tA n o .530" p y Ln .5W' w w o ❑ ru D *2. W ON1.25D° =v 650"' o F v � � 785" NCO cONvO(Ji A WN....p rl W p OaD� �v�v7� n O 3 C7 G7 C7 O O p p 0 2 2 7C T. V7 N-n o�p to 2 2 a�.. C NNc-'D pp I r OOOOC-' pante o opo O• o "�'--+'- Nx r O T.fTi r-- O V7 Vl O O O O -_ p cn D rC � A�� x zzzr. � Wcx r Co �C)Ox -{�Ac)C�NU1 x cm mx mo S x y > Z DZ zrnr - 22�W Noamr� = r '^o `n- n D~ --• -D-I W'x Z W J0 '-: _ D D D C7 L7(7 W a7 tO A M W '- ' 2 Nxlj�yAr=�rW�3�mr*i2m2 Nma V0��"'A .97 rn -=mmrnyoArnmrn nnv y�� aCOoo�i�o wig p�www to jCN�;uxX i.� cncncn000zTm '3z mm �� _ ..-L+,-n= _rnrn = p n rn v v C C m rn r z m i _ x = m S p Zrix O �Oy -ri��7 -1='�= 2~ZJm NO �2 O�-��`� Z `ac p =pA0 -ni=00A co 0InO� gmmM CnO�� OzCnx rD C -1�J�� nmiSNln oLr, x 0-m��N-Orapaa A oCW(Nj DOn2ZZ mrrim O � �N pNln = o0o rn o orz D n itz- 1. _ o cn �--- 75 c� co Go -�i�rAi cop Lo oo?<zo p x a,*_N �o,rno 00 ori r r O x x o m D n gra vn rrrni� ;a �;0 z �f m v y Z !n "y'D @ g D r z A -Di rr O CSO = '� G7 D rn D Z 07 -' N of- r� m zz -<C _ N D O 2g m r p al N Z Cc D a r n 0 O t7 r N 7.047" D D� DDD D D n � � C C y <�mO�CCC�� c��..00 �.�r��rn �N � m D z m Z c m I m va >n m Z Z z O m O Z m m c<jZ I I m o ' o m o 0 o m c m m o 0 0 r �mr, r to(nrCCQ O �rr C rater rN00-mr o00 m a N o n o w o PRODUCT: ? o s f n m " "EXTERIOR DOOR PRODUCT- MASONITE INTERNATIONAL CORP, $ o t V-8'GLAZED FIBERGLASS f z c 4/25/05 ANCHORS & PLASTICS sws DOUBLE DOOR 7300 REAMES RD. ° 2 B 3 7 05 FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 N ti o A I2 22 05 ADDED GLASS DETAIL SWS IN o N N0. DATE BYUNR COMPONENTS & ' REVIS'"''S BILL OF MATER ALS rir�K-ta-ter ey : ice RM BKUUM5KLIMBAUGH ELECTRIC 904 249 0703 P. 02 r��I'r•r•1*; rr�rr� r�i�r�/irrr�� '<.��r/.rir- t•1i-. • ,,irr�. ulc•.rfim/ur7� h��i;.�►c�flcurrrh,nr:r March 150'.2007 Lira; Diagram Cor Fwnelli Dcvc )pmcm Company 1m; RaArelli residence 1710 Park Terrace Cast Atlantic Beach, Florida. Service being installed is 300 amp 240 volt i phase underground in 3 inch PVC and 350 MCM Aluminum conductors as per NEC axle 3 i0.15(BX6). _ 3- 02 AL �w aw AL- i t7VA it7VA 1 a 2Yry Z+�a-/ 2y, 3R 3e- V2 '5eft MfctiR. UlSc• l�1�L Y Iv AL- Ctt�3� pJc. AL.. [.tale P (3- iso Mem q L • yN�i Nl�I6%!7x,1 + 7- A H ipp c.0r, z Thank you pt,Al; rr Alex S. Li baugh V.P. Master electrician EC 13002296 Florida Building Code Online Page 1 of 3 gg IS u r s; BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts PublicationsFBC Staff SCIS Site Map Links Search R 01 Product Approval k ae r USER:Public User " a• ' Product Approval Menu>Product or Application Search>A�plication_List>Application Detail rev, FL# FL986-R1 Application Type Revision Code Version 2004 Approved j , Application Status PP m Comments 4741Y" N Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (602) 363-7139 stevew@polyglass.com Authorized Signature Steve Wadding stevew@polyg lass.com Technical Representative James E.Akins Address/Phone/Email 555 Oakridge Road Humboldt Ind. Park Hazleton, PA 18202 (800)894-4563 akins@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Referenced Standard and Year(of Standard Year Standard) ASTM D1970 2001 ASTM D226 1997 TAS 103 1995 TAS 114 1995 TAS 117 1995 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtRxoIktWLgU... 3/14/2007 Florida Building Code Online Page2of 3 Product Approval Method Method 1 Option A Date Submitted 08/01/2005 Date Validated 08/01/2005 Date Pending FBC Approval 08/05/2005 Date Approved 08/24/2005 Summary of Products FL# Model, Number or Name IlDescription 986.1 PolyProtector UDL Synthetic underlayment for use under Self Adhered Systems as well as standard finished roofing systems(I.E.Tile, Shingles, Shakes, etc.) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 986 R1 I M-D_NOA Polyglass Impact Resistant: P_o1KProtector UDL.pdf Design Pressure: +/- PTID 986 R1 I M_D NOA.-Polyglass Polystick P Other: Refer to current Miami-Dade NOAs. IRX T LL TUPIus M.�df PTI 986 R_1 I Polystick_application recom_m_endations_pdf PTID 9.86 R1 I Polystick P_self-adhered application_mwr mendations.pdf Verified By: 986.2 Polystick IR-X 2.Omm, Sand or Slag Surfaced,Self Adhering Ice&amp;amp;amp;Water Underlayment and Waterproofing Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: i Design Pressure: Other: Refer to current Miami-Dade NOAs. j 986.3 Polystick MU 2.Omm, Non-Wicking Fabric Surface, Designed for High Temperature Constraints Under Metal Panels, Metal Underlayment Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other:Refer to current Miami-Dade NOAs. i, 986.4 Polystick P 1.02mm, High-Strength Laminated Film Surface, Ice and Water Underlayment and Waterproofing Membrane Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOAs. I 986.5 Polystick TU 2.5mm, Granulated Surface, Self Adhering Tile Underlayment Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Refer to current Miami-Dade NOAs. 986.6 Polystick TU Plus 2.Omm, High-Tensile Fabric Surfaced, Self http://www.floridabuilding.oriz/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtRxoIktWLgU... 3/14/2007 Florida Building Code Online Page3 of3 Adhering Underlayment and Waterproofing Membrane Limits of Use (Sier) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions i Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- other: Use to current Miami-Dade NOAS. Back Next DCA Administration Osparbnent o/Community Affairs norms eWdgng 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 Disclaimer Product Approval Accepts: ® aChxk Y�dflpny. flCYr�d Vill�Y� http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtRxolktWLgU... 3/14/2007 M I A M I-DADE MIAMI-DADE COUNTY,FLORIDA - METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DMSION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Polystick P,IRARX,TU,TU Plus and MU Underlayments LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#02-0603.08 and consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga,RRC NOA No 03-0818.03 o IL + Expiration Date: 09/13/06 Approval Date:IWO/03 Page 1 of 5 ROOFING COMPONENT APPROVAL Cateaorv- Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self-adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick HUM Roll: TAS 103 and A fine granular/sand top surface self- underlayment 65'8"x 3'3j/8" ASTM D 1970 adhering,APP polymer modified, 80 mils thick fiberglass reinforced,bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, underlayment 32'10"x 3'3j/8" ASTM D 1970 APP polymer modified,fiberglass 100 mils thick reinforced,bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof rile underlayment. Polystick TU Plus Roll: TAS 103 and A non-wicking fabric surfaced,self- underlayment 65'8"x 3'3j/8" ASTM D 1970 adhering,APP polymer modified, 80 mils thick fiberglass reinforced with a hight strength polyester fabric,bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non-wicking fabric surfaced,self- underlayment 65'8"x 3'3-/8" ASTM D 1970 adhering,APP polymer modified, 80 mils thick fiberglass reinforced,bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 03-0818.03 ARM Expiration Date: 09/13/06 Approval Date:11/20/03 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research&Design,LLC #11756.04.01-1 TAS 103 04/27/01 Exterior Research&Design,LLC #11756.08.01-1 ASTM D 1970 08/14/01 PRI Asphalt Technologies PRIO1111 ASTM D 4977 04/08/02 PRI Asphalt Technologies PUSA-005-02-01 ASTM D 4977 01/31/02 PRI Asphalt Technologies PUSA-018-02-01 ASTM D 2523 07/14/03 NOA No 03-0818.03 Expiration Date: 09/13/06 Approval Date:11/20/03 Page 3 of 5 INSTALLAION: Deck Type 1: Wood,non-insulated,new construction Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Nails and tin caps 12"grid,6"o.c. at laps. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimm of 3-V2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nialed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P and IRM may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,and quary slate roof assemblies.Polystick P shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick MUM,MU,TU or TU Plus shall not be left exposed as a temporary roof for longer than 90 days after application. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. NOA No 03-0818.03 Expiration Date. 09/13/06 Approval Date:11/20/03 Page 4 of 5 7. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice.Polystick TU,TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications.Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as described below: Tile Profile Polystick IRARX Polystick MU TU Plus Polystick TU Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation 8. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 9. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick P,MARX,TU,TU Plus&MU may be used with any approved roof covering Notice of Acceptance listing Polystick P,IR/IRX,TU,TU Plus&MU as a component part of an assembly in the Notice of Acceptance. If Polystick P,IR/IRX,TU,TU Plus& MU is not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo,the Miami-Dade County logo or the following statement: "Miami-Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS: 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. END OF THIS ACCEPTANCE e NOA No 03-0818.03 " Expiration Date: 09/13/06 Approval Date:11/20/03 Page 5 of 5 � Florida Building Code Online Page t of + kan"P, r ,y{ t z �,., .r kx rr' ^.SKr,~ sM, Cta'=.nSi,. i .x.,,,43 k'.'.:.x vm u. ,,,, `: r e . a, -:•.a . r ; SCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Product Approval USER:Public User • ___ >A lication Detail Product_Approv.al Menu>Product or�plicatio_n_Sea_rch>Applica_tion List>Application History pp FL# FL503-RO Application Type New 2001 Code Version Application Status Approved rpx Comments 4 s¢ Archived s ,;," Product Manufacturer Simpson Strong-Tie Co. Address/Phone/Email 2221 Country Lane McKinney,TX 75070 (972)439-3029 rshackeiford@strongtie.com Authorized Signature Randall Shackelford rshackelford@strongtie.com Technical Representative Randall Shackelford Address/Phone/Email 1720 Couch Drive McKinney,TX 75069 (800)999-5099 rshackelford@strongtie.com Quality Assurance Representative Pat Woodall Address/Phone/Email 1720 Couch Drive McKinney,TX 75069 (800) 999-5099 pwoodail@strongtie.com Category Structural Components Subcategory Wood Connectors Anchors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICBO Evaluation Service, Inc. Quality Assurance Entity PSI/Pittsburgh Testing Laboratory Validated By Jeffrey P.Arneson, P.E. Certificate of Independence Referenced Standard and Year(of StAndard Year Standard) ASTM D1761 1988 ASTM D1761 1988 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsX8pL7LGb4G... 3/14/2007 Florida Building Code Online Page 2 of 4 Sections from the Code 1707.3 2314.4.4 Product Approval Method Method 2 Option A Date Submitted 10/02/2003 Date Validated 10/03/2003 Date Pending FBC Approval 10/07/2003 Date Approved 10/15/2003 Date Revised 08/05/2005 Summary of Products Go to Page 0 0 Page 1/ 2 0 0 : ff Model,Number or Name Description BCS2-2/4 Post Cap Use(See Other) Installation Instructions d for use in HVHZ: Verified By: pped for use outside HVHZ: Evaluation Reports j Impact Resistant: PTID 503 T ICBG er5313.Qdf Design Pressure: +/- PTID 503 T ICBO er5328._df Other: PTID 503 T ICBO er5349.pdf PTLD 503 T ICBG er5357df PTID 503 T ICBO er5708,pdf I - -- I 503.2 BCS2-3/6 Post Cap Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: i Other: I 503.3 JGA1, Gusset Angle i Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: i Design Pressure: +/- Other: 503.4 JGA2 Gusset Angle Limits of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: j Design Pressure: Other: 503.5 1112.5A Hurricane Tie Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- j Other: I i 503.6 JHDIOA Bolted Holdown Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports j Impact Resistant: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgsX8pL7LGb4G... 3/14/2007 Florida Building Code Online Page 3 of 4 Design Pressure: +/- Other: 503.7 HD14A Bolted Holdown ! i Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: WIN 503.8 IlBolted Holdown Limits of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 7 503.9 HD20A Bolted Holdown Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports I Impact Resistant: Design Pressure: +/- Other: 503.10 HD2A Bolted Holdown Installation Instructions Limits of Use (See Other) Approved for use in HVHZ: Verified By: j Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- j Other: 503.11 jHD5A Bolted Holdown Limits of Use (See Other) Installlation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: i 503.12 jHD6A Bolted Holdown Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: i 503.13 111138A Bolted Holdown Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: i 503.14 HSUR/1-210-2 Heavy Skewed U Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: 1 Design Pressure: +/- Other: 503.15 HSUR/1-214-2 Heavy Skewed U Hanger http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsX8pL7LGb4G... 3/14/2007 Florida Building Code Online Page 4 of 4 Limits of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- j Other: 503.16 HSUR/1-26-2 Heavy Skewed U Hanger Limits of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: i 503.17 HSUR/L410 Heavy Skewed U Hanger Limits of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 503.18 HSUR/1-414 Heavy Skewed U Hanger Limits of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 503.19 HSUR/1-46 Heavy Skewed U Hanger j Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports { Impact Resistant: Design Pressure: +/- Other: 503.20 JHTT16 HD/Tension Tie i Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports ! Impact Resistant: Design Pressure: Other: Go to Page 0 Page 1/ 20 G Back Next DCA Administration Department of Community Affairs Alodds luiNNng Code OniMe Codes and Standards 1555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1814,Suncom 177-1814,Fax(850)414-8436 C 2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: ® acne`.. WNSIpn- 5rturad Y 111 PYr http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsX8pL7LGb4G... 3/14/2007 11/14/1006 IN 13;13 FAX 904 394 7446 Zabatt Inc, Sales I�UU1/UU4 DMslon Of Zabatt Incorporated Mein Office 13 c N EF4AC" 4614 Highway Ave. Jacksanvioe FL 32254 G _ _ PH:904.384-4508 ext 1 log POWER SYtiTF—NAS.INC--. Y TEM 12/1412006 QUOTE #: DRFDC5255QH01 Fasanelil Development Company * Project Name: *ATTN: Fabio * Project Address: * Shipping estimate time from approval: 24 weeks * Contact Phone#: 904-223-3002 *Contact Fax#: 904-223-3075 The following bill of materials represents our interpretation of the specifications for this project BILL OF MATERIALS GENERAC 16 KW Engine Generator MN $255 UL 2200 Listed Package 120/240 volts, single-phase,four4ead,60 Hz Natural Gas engine or Liquefied Petroleum(LP)Gas 990 cc, 2 Cylinder Air-cooled Mechanical Governor Solenoid activated starter motor Air cleaner and oil filter with internal bypass Oil Oil drain extensions Vibration isolators between engine/alternator and base frame CONTROL 3 MONITORING SYSTEMS Microprocessor Control ALTERNATOR Direct Excitation GAS FUEL SYSTEM Natural gas or LP gas fuel ,vapor withdraw(tank not included) Flex fuel line Fuel solenoid CIRCUIT PROTECTION 65 amp UL mainline circuit breaker EXHAUST SYSTEM Critical rated exhaust silencer, installed STARTING SYSTEM 2 amp Static Battery Charger(Built into controls) GENERATOR ENCLOSURE Weather-protective outdoor enclosure(Aluminum Constructed) Sound attenuated acoustically designed Powder coated corrosion resistant with stainless steel hardware Tan color AUTOMATIC TRANSFER SWITCH 1 of 3 I30E3��Ah'1?EYP+:I3f7fi«'S � � �i• ffik Beuerffilr NOTE: SEE INDIVIDUAL TEST REPORT(S)FOR DP RATINGS AND MAXIMUM ALLOWABLE SIZES. Cwr:w� Anr/AAins, AIS A V%%a1/ ■r■r.r.r ■ • . �.w. . ...sur.�.. .��..� _ __ 12/14/2006 THU 13;23 FAX 904 394 7446 Zabatt Inc. Sales 4002/004 Division of Zabatt Incorporated Main Office �yy�, �-w'k AIM4612 Highway Ave. JecksorMlle FL 32254 G EN Eir"iKti,.+ PH:W4-3544506 ext 1109 POkM_A 5Ys7EMS.INC, PO I YS MN: RTN100A3 UL1008 Listed 100 Amps 2 Pole r 120/240 volts,single-phase NEMA 311 enclosure—outdoor mounting MISCELLANEOUS On-site start up and testing Battery 1 sets operators manuals Standard 2-Year Warranty Freight via common carrier to destination The following are not included in quote total: • Fuel ` Electrical 8r Mechanical Installation • Concrete Pad " Offloading Fuel and exhaust piping is not included. Packages with enclosed diesel generators with sub-base tanks have fuel piping plumbed between tank and injection pump and exhaust system is installed on both gas and diesel units up to 400kW. 16 kW Generator Quote Total: _ Plus applicable sales tax TERMS: This gaotc price is valid for a period of 30 days from the date noted above and i%subject to change without.notice Prices in effect on the date of shipment shall prevail.Used equipment subject to prior sale. This quote is basal on cnu interpretation of the intonuation submitted.Any items not listed herein are not included No fdIanage is to be withheld,%abaft is a supplier of equipment and not a subcotnractor. Quotes do not include sales tax unless is separately listed,all tales are subject to Zabatrs"Terms and Conditiow* lbr a copy please ask Zabatt',rcprccrntl9tivc listed below. All sales am subja:t to credit approval or payment terns listed on Zabatt's "1'crms arw Conditions". Rights of ownership to the product sold,shag trot pass to purshuscr until paid in full. A 25%restocking fee will be billed to the eustoew for cancelled orders or ret Med materials. If you have any questions regarding this proposal,please contact the undersign at your earliest convenience. Again,thank you for the privilege of submitting this proposal for your consideration. •To process this quote as an order,please sign and fax both this price page and the terms and conditions page attached to(904)394-7446 • IMF MODEL HEIGHT FRONT WIDTH BACt(WIDTH DEPTH GLASS SIZE Actual Framing Actual Framing Actual Framing Actual Framing 21 x 36 RH-36 39-1/2 40-1/4 41 42 23-3/4 42 21-3/8 21-1/2 RH-42 39-1/2 40-1/4 47 48 29-3/4 48 21-3/8 21-1/2 21 x 42 Drawings below represent the RH-36 and RH-42 combined. 2 in.min.air Framing clearance to the endosure and the header. Top View A B C 0 E 0 RH-36 36 41 23-314 11-7/8 42 RH-42 42 47 29-314 14-7/8 46 7-3/8 39-1 21-3/8 sip �✓ ✓e I I 21-112 Side View Front View Side View A IT o nmoo, �7-1/2 Outside 39-1 12 Air Gas t 18 314 21 Gas Knockout ockout 21� y 9-1/4 14-118 17-1/2 9�1/4 s � 12 7-112 A 7-1 A clean face, radiant heating fireplace with a generous hearth and tall viewing height. Royal Hearth Standard Features Options • Seamless clean face design 4"Insulated Flex Duct-ID4 • Realistic masonry-like refiactory- 4"Uninsulated Flex Duct-UD4 • Easy-to-operate damper Chimney Air Kit-CAK4A • Neat-and-clean ash lip Mantels&Surrounds • Scratch-resistant powder coated finish Arched cabinet-style doors • Unique fire grate 2 styles of bifold glass doors available in • Safety fire screen 3 finishes • Performance-enhancing outside air kit Many gas log options available including Brianvood, • Conversion-friendly dual gas knockouts Chanvood Versa,�vood,Mistwood and Realwood • UL tested for safety Limited Lifetime Warranty Venting Specifications Covered by Heat&Glo 20-year Buyer Protection Plan. Use of the Heat&Glo's SL 300 Series Chimney components required. Cover Photo:RH-36 shown with Fairfield mantel and green granite. Dimensions above are in inches.Reference dimensions only.We recommend measuring individual units at installation.Assumes the use of V2"drywall.NOTE:Non-combustible material is allowed over this dimension.Make sure you do NOT cover the decorative door opening. Refer to installation manual for detailed specifications on installing this product.Heat&Glo reserves the right to update units periodically.The flame and ember appearance may vary based on the type of fuel burned and the venting configuration used.Pictures in this brochure are not true representation of the fireplace finish and/or flames. HEATel 6 LO. 20802 Kensington Boulevard,Lakeville,MN 55044 � (888)427-3973 (952)985-60DO C�115 � - 1 Y. Email:info@heatnglo.com • Web:heatnglo.com °._SGS. A brand of Hearth&Home Technologies,Inc. HNG-10430-0506 ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 horida Certificate of Product Approval I#FL 1999 Page l of 1 Document ID:1T5E447-Z0205153028 Truss Fabricator: Manning Building Supply Job Identification: S-07-0165R-FASANELI --RASTRELLI RES. HOUSE - 1710 PARK TERRACE E. X7f&-'PARR ' Truss Count: 78 Model Code: Florida Building Code 2004 and 2006 Supplement. Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: The identity of the structural EOR did not exist as of -, Address the seal date per section 61G15-31.003(5x) of the FAC Minimum Design Loads: Roof 55.0 P S F @ 1.25 Duration " m Floor - N/A Wind 120 MPH ASCE 7-02 Closed ' Notes: Seal Date:03/0-142007 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineerr of Truss Design Engineer- record,` as defined in ANSI/TPI 1 Arthur R.Fisher 2. The drawing date shown on this index sheet must match the date shown Florida License Number:59687 on the individual truss component drawing. 1950 Ma=tey Drive Haines City,FL 33844 3. As shown on attached drawings; the drawing number ,is'"preceded by: HCUSR447 Details: BCFILLER-BRCLBSUB # Ref Description Drawing# Date _#_Ref Description Drawing# Rate] Ref Description Drawing# Date # 1 23258--EJ7 07064030 03/05/07 39 '23296-=GiA DT064101 43/45{ T 77 23334--L1 07064089 03/05/07 2 23259--EJ7C 07064091 03/05/07 40 28297 -G2 07064055 D3/05/4j7 78 23335--L2 07064090 03/05/07 3 23260--CJ5 07064075 03/05/07 41 28298-,•G2A 0706466b''03/05j{7 4 23261--CO3 07064025 03/05/0742 '23299*-83' 070 057 =03/05/gi 5 23262--HJ7 07064026 03/05/07 43.'23300•-63A 07464058 .03/65/67 6 23263--EJ4 07064092 03/05/07 44 23301 G4, 07064059 D3{Q5{CkT 7 23264--EJ4B 07064076 03 45/07 45,133 '4A 070640$0 =Q3/P5/07 ' 8 23265--EJ7A 0706407 P3{05{07 +46,`, 803 -85' ;07464061y k0{05/07,,' 9 23266--EJ7B 07064640 St8{4#5/417 47 23304--G6 07tl64062;43/06/47 10 23267--CJ5A 07064041.'03/05/ 7" 0 ' 48' 23305--G7- 07064063 0/05/07 i 11 23268•-CJ5B 07064442. 03{05/67. 492,3 306 GB'" 07044064 03{05/07 12 23269 -CJ6C 07064693 O,D%45/07 50 28307--G9 07664097 03/65/07 y 13 23270 •CJ3A 07 043 ,03/05/07 51 ,23308^ H1'- 07064078 03/05/07, 14 23271 CJ3B 07064 44 n3{45/07 82 ',233G9--H1A 07064079,:0 /05/OY 15 23272 CJ3C 07064045, Q#/05/67 53 23310--H2 070:64080 03{05./07 16 23273- HJ7A 070&40x46' 03105/07 " b4 "23311--H2A 67064081 03/05/07 17 23274--EJ4A 07064031 03/05/07 55 23312=-H3 07064027 03/05/07 18 23275--p1 07064032 03/05/07 56 23313--H3A 07064065 03/05/07 19 23276-'-,A2 07064033 03/05/07 57 23314--H4 07064066 03/05/07 20 23277-81-,,, 07064034 03/05/07 58 23315--H4A 07064067 .03/05/07 21 2327,8--82 07064035 03/05/07 59 23316--H5 07064068 03/05/07 22 23279--83 - 07064036 03/05/07 60 23317--H5A 07064069 03/05/07 23" 23280--B3A 07064054 03/05/07 61 23318--H6 07054070 03/05/07 24 23281--84 07064094 03/05/07 62 23319--H7 07064028 03/05/07 25 23282-=85 07064029 03/05/07 63 23320--H8 07064100 03/05/07 26 23283--C1 07064088 03/05/07 64 23321--H9 07064071 03/05/07 27 23284--C2 07064095 03/05/07 55 -23322--H9A 07064098 03/05/07 28 23285--C3 07064037 03/05/07 66 23323`-H10 07064072 03/05/07 29 23286--C4 07064038 03/05/07 67 23324--H11 07064073 03/05/07 30 23287--05 07064039 03/05/07 68 23325 -H12 07064074 03/05/07 31 23288--C6 07064096 03/05/07 69 23326--I1 07064099 03/05/07 32 23289--D1 07064047 03/05/07 70 23327--J1 07064082 03/05/01 33 23290--02 07064048 03/05/07 71 23328--J2 07064083 03/05/07 34 23291•-E1 07064049 03/05/07 72 23329--J3 07064084 03/05/07 35 23292--E2 07064050 '03/05/07 73 -23330--J4 07064085 03/05/07 36 23293--E3 07064051 03/05/07 74 23331--K1 07064086 03/05/07 37 23294--E4 07064052 03/05/07 75 23332--K2 07064087 03/05/07 38 23295--Gi 07064053_03/05/07 76 23333--K3 07064102 ,03/05/07 I lllllli 11111 1111 11111 illll 111 1111 ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:IT5E447-Z0205153028 Truss Fabricator: Manning Building Supply .lob Identification: S-07-0165R-FASANELI - RASTRELLI RES. HOUSE - 1710 PARK TERRACE E. 1710 PARK (1710 PARK TI Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: Address: Minimum Design Loads: Roof 55.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Closed Notes: Seal Date:03/05/2007 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 Arthur R.Fisher 2. The drawing date shown on this index sheet must match the date Florida License Number:59687I9so Marley Drive shown On the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR447 Revised Trusses Ref Description Drawing# Date 1 23322--H9A 07064098 03/05/07 I IIIIIII VIII Illi IIIIII VIII III I'll 0 � O LM N LP f_ O O N O N MO Lo n w N Ln W 00 r, CD a r__ v _ In M m O> W n O v N ri Y LO z Z (p W W Z 2 W U O Li f— 3 C7 O W (n LIJ Q C'5 U W D' K N O of O m 2 N Li '7 c-Z:3 ro c V > N N m 3 .tl Y w L1 LL w w _ N N N (n (n O c .� Cl- d_ a d 0- W ¢ E o J O O O O O C O L ai o o_ li KN m a L wx aJ O o t C O N—U O r C O Q C- Y Q V c V O J C n O Y C� CD J U r 0 ^O W J (D d' Q Y w aJ O LL U U U U O J O_ COH m m � �n•.- v'�� II ry l y Y O o ro 010IpIIQpIJJ/•�1��"y5�. r rp L L to r0 •F. i U•r d z N u c E (1, CO �LV ••• w •' ••�iV2 n a) L 11 tl "41•aD Q•6:G� n L L Y Y J O ' co Lu y O/ O : 10 T I•- �1 O '+- N co o •W J O O U r0 C) o L /•:/ Z L Y c•r N M OJ �/ •.•.. 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