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1751 ATLANTIC BEACH DR - NEW HOME 2015 T)r� CITY OF ATLANTIC BEACH v 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 C" t )? SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-817 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $400,000.00 Issue Date: 5/1/2015 Expiration Date: 10/28/2015 PROPERTY ADDRESS: Address: 1751 ATLANTIC BEACH RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: UTIL REV RESIDENTIAL BLDG $50.00 STATE DCA SURCHARGE $2.00 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $2.00 BUILDING PERMIT FEE $1,380.00 PLAN CHECK FEES $690.00 WATER CONNECT/TAP & METER $370.00 q�ypF pIAgMtMNEC"MDANCE$5"aLL CM OF ATLANTIC REACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $7,734.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 _ Job Address: Ih9 1 A-tlaaMe RAo-c-hsptwe 1.')133 Permit umber: -SF - (g1-\32 -)5- E knr&'C mckc. - Legal Description 'cr C\u-b IXNIIA oQ LParcel# oor Area o q. t. q. t Valuation of Work$4 �--�° Proposed Work heated/cooled r _ non-heated/cooled © � Class of Work(circle one): New Addition Alteration Repair M Demolition pooVspa window/door Use of existing/proposed structure(s)(circle one): Commercial esiden If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No /A Florida Product Approval# For multiple products use product approval form 1� Describe in detail the type of work to be performf\ted: n k t � r D s lLSiI,' �) Property Owner Information: Name:Riqu sld2l-beytes o4' N. f-i.�Ne Address: I La o-w osx l k City O'Q_ 'tn[vill2 State&Zi ]aaA Phone L77C1 603• "7055 E-Mail or Fax#(Optional) Contractor Information: Company Name:Rrlr Qx f 6 9. }WC no S N T7Lt lyi tc.Qualifying Agent: MOL+4hpw 12Oher4-s Address:_W fVl_-Q City State Zip Office Phones [n rttiA ]ob Site/Contact Number Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# �$P Xy O _7t a 1• t]n Fee Simple Title Holder Name Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a Dermic to do the work and installations as bdlcated. 1 certO that no work or installation has commencednn to the issuance of perms acrd Nat dl work wall be pwl roied to meet the standard,of 11 laws regulating construction io this,onatiution. lRls Dermic becomes m!l aid void 7 ork u not commenced within six/6)months drovauction or work 1s swP�tided or oba,rdored/w a yeriod aJsu:I6)mamhs at any time e, ork is commenced l atifimm,d that sepvmte perm;,must secure�Jor flee,;.(Work,PlumblW,3'tgm,WeN,Pools,Famaca.6oaers,Heelers,rpnks andAlr CondiLoners,an, WARNING TO OWNER: Y URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE ROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONS W H OUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Ihercby tfythatlhavere de m- it p1i tionand Ja t sametobenueandcorrect. AflDrovviow ojfaws and rdinanresg n1;N- y work will I complied withwhedoo epe ad i or [s tingofaper Jdt ces nolPresume rogrve authmiry to violate orrnmlthe provisiara Janynol rfe�{ oil.or loco!lowe=1atiag construeo o 1e orm rep oashalton. x Signature of Owr�n.er: -fir/ ` Signature of Contractor: Print Name: \ ,�'lr t S �'rr�r'*) Print Name: Mak I�JI"kAh0 1) SworU to and subscrib d befo me Sworn to and subscrib befofe me isf"Day of 20/ ' Day of f I .201 S rc �srs NWry Pudk Stab of Flop6a ,�'0k Naery Public Stusd FMMa P Amber Atlebelry Amber Aaebeny y j My cm ion EE$=T9 Yr. My Commission EE8W11 9spro- E.pima t1NB2010 pp Eep,mallasyme DO NOT WRITE BELOW- OFFICE USE ONLY p iea e o es: evieW Result (circle ons Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space /3 s, F. Non-Habitable 6ys,; Impervious area Miscellaneous Information Occupancy Group 9- 3 i nay Type of Construction�Z (3 Number of Stories I Zoning District b D Max. Occupancy Load Fire Sprinklers Required Flood Zone f9i/�4 Conditions/Comments:_ /VEL ki on 2e�/�.r/crnenf 1 ( anol 4o 4 '3vrn yyrlr {e' y��o/1 , FILE COPY SITE PLAN LOT 33 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 Or THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE D is 5.16' ( IN IS 30 1 Ipch 30 K ,,9 O n DENOTES PROPOSED CONCRETE ,15 .nJS d' ® DENOTES PROPOSED PAYER6 ® DENOTES PROPOSED PAYERS 9l\\ \\� rQ- ��•D 9 $ DENOTES CHEMICAL TOILET S. j- DENOTES PJTURE 4- TREE O V `may' IS illi S .o L W.0 5.1P +� 9 xs ooai a•� �s R 6.TT AZ AAe YOT O. �A9 9.4 \ WJE, A/C PADS HAYS A 3- SIDE/NEAR SMACK ^v G� ISSEET— P .AWS .a,D....D,..«,°,.... D,.Ir�w,.DE DTw.a"o IF : 61 ^ iwno,iuwrs—SEEN SE.STI-—E WNYE TABLE 1110 IF NITEES u n OISIFF"u.SEFF..u. .D O�Vx n• ,..—Tort END m¢, on LINE iABL£ SOI Oi ,�uam. _ n sl. GI " n11 SEES O,F FIT IS ENTS F,NEESNIS SS TESTOT ,.s ro Se r.urs.anaA"n LAPI II — �OEItlILEH4 a 4.0 FINE SET III ISO STOSENT NO FTE ® nxa .`.o"",a.. El-µ°"FE a' ss aEO .NAS(I TIE SOMI.:r a. �`D'mw Aa o se n I.F.'FENESS NINE -D I .rc.bcBl.cx.xt a g°.N ' °NTSINFI as n=�' wlar ...m�".,wo ury xm txww .,o.E . rr,. EFaNESED.> �.. PREPARED POR:RIVERSIDE HOMES CSRTDTRD TD:RR'ERSIDE HOMES BAR'.': AM TRAIL SURVEYING, INC. C- yvy' sSSGC• LAND 6i1 1 :'0R5 — PID 315 S — IANO OSPEIOPtOIIiT CONSULTANTS t 1501 t. Jco ROAD SIS SUM N0. l08 (BU4 Ybh2% f6Ss.� CRl.:.� COPE 9PRRi0r Ah ORID PA% (W4 YE4-2260 [:RR'PIPICATR OP AUTHORIZATION LB /80 I COPYRIGHT ® 2035 '�M� er corns waTYna.: w%-v 0 x N/A) ��Q S.,ym• I a �i mbe ul.µ .:snea e r °mNM: K om 0,."'.DIS.,..D,°..D ... Ann.T PrISIS eF NO I.oro ::^:" °o-' ""' x o.aR s,.v a'•°.°ua a`.,uri`"a�. o"1°".m..�e v�m.-w-.n D1 .""-D, re� 6">-FF-,Al°`:nen`inw NA " NA-t ,111 ,o�..D,°11111-1 N,,D n.. ° -1.111,eaAa.w, :=ASAI .Eln-1 ., �..N LL.ww.Eo P.1. xTeo N/A rm .°I.D...OI°www"i,.MmD. . iwaii-m� .L.a NAYNCND PAUL SJTTE—.NNU• P.S.M. STATE OF RgOOA LICENSE NUMBER LS E^il Sx[£TIt FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method [Nfter ect Name: Atlertic Beech Country Club Lot 33 Builder Name. Riversitle Homes ef. 1751 Atlertic Beech Dtive Permit Office: .Siete,Zip: Atlantic Beach.FL.32233- Permit Numbe,'. Omer: Jurisdiction: ign Location: FL,Jacksonf lle w construction or evsting New(From Plans) 9. Well Types (2288.3 sgft.) Insulation Area Frame-Wood,Edenor R�190 08 W 112 gle family or multiple fancily Single-family b.Frame-WoaQAQecent R=130 223000 ft' mber of units,if muliple famiy 1 c.N/A R= fl rLer of Bebooms 3 d,N/A R= fthisework case? yes 10.Ceiling Types (2313.0 sort.) InsJation Area a.Roof Deck(Umts4atl) R=22.0 2313.00 ft' nditioned floor area above grace(fl7) 2313 b.N/AR=c.N/A R=nditioned floor area below gradem2) 0 11.Ducts R ft' ndows(416.8 salt) Descrption Area e.Sup:Ani,Ret:Alllc,AH:Aftic 6 178 U-Factor DIN,U=034 416.7511'SHGC: SHGC=0.2] 12.Coding systemsMuM Efficiency U-Fector: N/A ft' a.Central Unit 30.0 SEER:1500SHGC:U-Factor N/A fl SHGC: 13.Heeling systems k&urbr Efficiency d. U-Factor: N/A M e.Electric Heart Pimp 30.0 HSPF:8.50 SHGC: Area Welghted Avei Overhang Depth: 6.497 ft. Area Weighted Average SHGC 0.270 14.Hot watts systems e.Ndu al Ges T.o dess Cap:1 gallons 8. Floor Types (2313.0 sgft.) Insulation Area EF:0.590 a.Slab-On-Greae Edge Insulation R=0.0 2313.00 fl' to, Constsvanch features b.N/A R= fl None c.N/A R= fl' 15.Credits None Glass/Floor Area: 0.180 Total Proposed Modred Loads: 27.26 PASS Total Standard Reference Loads: 47.25 1 hereby certify that the plans and specifications cmened by Review of the plans and OFTNE S2'42� this calculation are in compliance with the Florida Energy specifications covered by this � Code. calculation indicates compliance Cristina MCAnally n L-�a.. with me Florida Energy Cotle. PREPARED BY: �.Sia.a � V Before construction is completed u� DATE: lllJJl this building will be inspected for V a compliance with Section 553.908 a I hereby;gig d, is in compliance Florida Statutes. t,with the owe OWNE BUILDING OFFICIAL: DATE: DATE: 11- - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checkllm 4482015 3:16 PM EnergyGeuge9 USA-FIaRm2010 Section 405.4.1 Compilers Software Page 1 of 6 PROJECT Title: Atlantic Beach Country Cub Lo Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2313 Lot# Oener: Toted Stores: 1 BlockSubDivisipn: is of Units: 1 Worst Case: Yes PlalBook: Builder Name: Riverside Homes Rotete Angle: 45 amid 1751 Atlantic Beach Drv, Permit Office: Cross VentilMlon: County: Dwal Jurisdiction: Whole House can: City,State,Zip'. Atlantic Beach, Family Type: Single-felly FL 3223b New/Edstiig: N.(From Plans) Comment: Anastasia CLIMATE IECC Design Temp IM Design Tory Healing Design Daiy Temp Design Location TMY Site Z.. 97.5% 2.5% Wetter Summer Degree Days Moisture Range FL,Jackwmille FL_JP.CKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Ares Volume 1 Blocsil 2313 231M SPACES Number Name Area Volume Mohan Occupants Bedrogrm mmI ID Finished Cooled Heated 1 151 Flow 2313 23130 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area TIB Wood Carpet 1 Slah-OrvC+ede Edge Insulation lel Floor 228 ft 0 2313 ft---- 0 0 1 ROOF Roof Gable Roof Solar SA Emig Emig Deck Pitch # Type Materals Ams Ama Color Absor. Tested Tested Insul. (deg) 1 Hip Composition sNngles 2505fl Oft' Medium 096 No 0.9 No 22 226 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS MCC 1 Full attic Ummnted 0 2313 fV N N CEILING # Ceiling Type Space R-Value Area Framing Free Truss Type 1 Under Mi.(Uran ted) 1st Floor 22 2313 ft' 0.11 Wood 4/62015 3:16 PM EnergyGaui USA-RaRes2010 Section 405.4.1 Complain Software Page 2 of 6 WALLS Atracent SpaceCavity WidthHaltSheatNng Framing Solar Eelew Cce 1 N=>NE Exterior Frame-Woof id Flow 19 18 0 10 180.0 ft' 0.23 0.75 0 _ 2 E=>SE Firmer Frame-Wood 1 a Floor 19 15 4 10 153.3 R' 0.23 0.75 0 3 N=>NE Extenw Frame-Wood 1st Boor 19 4 0 10 487W 023 075 0 4 NE-E Exterior Frame-Wood 1st Flow 19 4 4 10 43.3 IF 0.23 0.75 0 _ 5 E=>SE Etlenor Frame-Wood 1st Floor 19 4 8 10 46.7 ft' 0.23 0.75 0 6 N=>NE Extedw Frame-Woad 1st Floor 19 18 8 10 1W71P 0.23 0.75 0 7 E=>SE Extenw Frame-Wootl 1st Flow 19 32 10 10 328.3 R' 0.23 0.75 0 8 SE=>S Exterior Frame-Wood IV Floor 19 3 6 10 35.Of2 0.23 075 0 9 S=>SW Exterior Frame-Wood IV Floor 19 6 6 10 65.0ft 0.23 0.75 0 _10 SW->W EQenw Frame-Wood! 1st Floor 19 3 6 10 35.0 R' 0.23 0.75 0 11 5=>SW Exterior Frame Wood 19 Flow 19 5 6 10 55.0 IF 0.23 0.75 0 12 SE=>S EAenor Frame-Wood 1st Floor 19 3 6 10 35.Oft• 0.23 0.75 0 13 S=>SW Exterior Frame-Wool 1st Floor 19 3 2 10 31J 1? 0.23 0l5 0 14 E=>SE EQMw Frame-Wood 1st Floor 19 10 4 10 103.3 ft' 0.23 0.75 0 15 3->SW Garage Frame-Wood id Flow 13 23 10 230.0 ft' 0.23 0.75 0 16 W=>NW Extenor Frame-Wood 1st Floor 19 12 8 10 126.7W 0.23 075 0 17 W=>NW Exterior Frame-Wood 1St Floor 19 58 8 10 586.7 R' 0.23 0.75 0 DOORS p Oml Door Type Space Storms LLValue RWdthIn RHeight In Area _ i S=>SW Insulated 151 Flom None .46 3 8 24 As 2 S=>SYV Wood 1st Flow None .46 3 8 24 ft' WINDOWS Orientation shown is the entered orientation(_>)chewed to Worst Case. Wall overhang p Cm! ID From Penes NFRC U-Fades SHGC Area Depth Separation Int Shade Screening 1 N=>NE 1 Mnyl Low-E Double Yes 0.34 0.27 48.5 W 1 It 0 in i it 0 in Drapestllnds None _ 2 N=>NE 3 Vinyl Low-E Double Yes 0.34 0.27 19.3ft7R9in ift0In DrepeaMinds Nwro _ 3 NE=>E 4 Vwf Low-E Double Yes 0.34 0.27 193ft' 5ItOrn ift0in DrepesIbinds None _ 4 E=>SE 5 Mnyl Low-E Double Yes 0.34 0.27 19.3 IF 10R Din 1ROIn Drspev Rnds None _ 5 N=>NE 6 Vny1 Lm EDoubts Yes 0.34 0.27 128.0ft' 11 ft91n 1R0in Drepesib4nds None _ 6 E=>SE 7 Vinyl -o E Double Yes 0.34 0.27 33.0 ft' 1 It 0 I 1 R 0 in Drep ,ubFMs None _ 7 SE=>S 8 Vinyl Low-E Double Yes 0.34 0.27 MOW 7R 9 I 1R0in Dnapi,Mbinds None _ 0 S=>SW 9 Mnyl Low-E Double Yes 034 0.27 27.5W 7119in ift01n DrapeslNlMs None _ 9 SV->W 10 Mnyl L.E Double Yes 0.34 0.27 13.8 R' 7 It 9 in 1 R 0 in Drapesterinds Noa 10 S=>SW 11 Vinyl Low-E Double Yes 0.214 0.27 16.0 ft- 8ft01n 1R0In Drepestbtlnds None _ 11 SE=>S 12 VmN L.E Doubts Yes 0.34 0.77 13.8 W 10 It 4 in 1 R 0 in DmpesrbliMs None _ 12 E=>SE 14 Vint Lo E Double Yes 0.34 0.27 8.0 M 1 It 0 in 1 R 0 in DraasbfiMs None 13 W=>NW 18 Vint Low-E Double Yes 0.34 027 16.5 ft' 1 It O In 1 It O in Drepesblinds None _ 14 W=>NW 17 Vlnf L.E Double Yes 0.34 0.27 Con' 1fit 0in 1ft01n Drapesblinds None _ 15 W=>NW 17 Mnyl -a E Double Yes 0.34 027 165 W 1 it 0 in 1 ft 0 in DrapesMinds None 16 W=>NW 17 Nryl Low-E Double Yes 0.34 0.27 18.8W ift0in 1ft0In Drapestbhnds None 45 015 3:16 PM EnergyCetgeA USA-FIaRes2010 Section 405.4.1 ComPliw Sommers Page 3 of 5 GARAGE # Floor Mea Calling Area Eyosed Wal Pedmder Avg,Well Height Exposed Wal lnsilatlon 1 559.92 T 559.9212 70.N It loft 0 INFILTRATION 0 Scope Melhad SLA CFM 50 ELA EgIA ACH ACH 50 1 Wholebouse Best Guess .0003 1820.1 99.92 187.92 .231 47214 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Else Me Heat Pomp None HSPF:8.5 30 k8turlhr 1 sys#1 COOLING SYSTEM # System Type Subtype Ef clency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER:15 30 k8tWe 900 dm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cep Use Selpht Conservation 1 Neural Gas TenHess Extedor 0.59 1get 70 get 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cod # Company Name System Model Collector Model# /vee Volume FEF None None fl' DUCTS J _Sully —Return— Air CFM 25 CFM25 HVAC If # Location R-Value Me Location Are. Leakage Type Hander TOT OUT ON RLF Heat Cod I Mile B 178 fi' Attic 75 f? Default Leakage ACic (Default)c(Def rift. 1 1 452015 3.16 PM EnergyGauge®USA-FleRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES ProgremebleLT1hermostattt: IIN f ' I1J I Calling Fens: [[ 77 [[ I IX ` pt01 IDDI((II77 Dec Healing VAI Jan pD FeE Mer IAI�r Apr I IM Y lXlJwni `X�JuI I iAW IxlSeD �Cd IX�Nw "Dec Venting 1111 Jen [[[[ ]]]]Feb X Mar 'xl lI l]1 Jun 11111 Jul Ag SeP Thermostat Schedule: HERS 2006 Reference Hours Schad*Type 1 2 3 4 5 6 7 8 9 10 11 12 C 78 ooling(WD) PM 78 78 78 78 78 78 78 78 78 78 78 7 78 78 78 8 78 78 Cooing(WEH) PM 78 78 7'78 78 78 78 78 78 78 78 78 78 7 78 8 78 778 8 Hoeing(WD) PAM 68 68 M 68 66 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 fiB 6B PM 68 68 68 68 68 60 68 68 68 88 68 68 MECHANICAL VENTILATION Type Supply CFM E .tCFM Fen Woes HRV Heating System Run Time Cooling System None 0 0 0 0 1-FJecbic Heat Pum 0% 1- Centre)Unit 462015 3:16 PM EnergyGeugUID USA-FIsRea2010 Section 405.4.1 Compliant Softere Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1751 Atlantic Beach Drive PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 4024 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfmisq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat 8 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. rJocts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker / (electric)or shutoff(gas). Circulating system pipes insulated to= �/ R-2+accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from ,, 1 site-recovered energy. Offttimer switch required. Gas heaters minimum Iv thermal efficiency--78% (82%after 4116113). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. QW0153:16 PM EnergyGauge USA-FARee2010 section 405.4,1 Compliant Software pege6ola ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 58 The lower the EnergyPerformance Index, the more efficient the home. 1751 Atlantic Beach Drive, Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9, Well Types Insulation Nee 2. Single family or multiple familySinglo-feMy e.Frame-Wood,Exlenor R=19.0 2056.308 0.Frame-Wood,A4acent R=13.0 230Oo8 3. Number of units,if multiple family 1 c.N/A R= fl' 4. Number of Bebooms 3 d.N/A R= 8 5. Is this a worst case? yes 10.Ceiling Types Insulation Area e.Roof Decir(Unvani R=22.0 2313.00 ft' 6. conditioned floor area(W) M13 b.N/A R= 8 7. WiMows" Description Area a N/A R= ft 11 a. U-Fedor. ON,U=0.34 416]5 8 . SR 8 e.,Sup: :Pllic,Ret:A61c,AH:Atlic 6 178 SHGC: SHGC=027 b. LLFadoc N/A 8 SHGC: 12.Cooling systems kBtu?r Efficiency c. U-Fedor: N/A ft,. a.central Unit 30.0 SEERA5.00 SHGC: d. U-Fedor: N/A 8 13.Heeling systems kBtwhr Efficiency SHGC: a.Electric Heat Pump 30.0 HSPF:8.50 Area Weighted Average Overhang Depth: 6.497 ft. Area WelgMed Average SHGC. 0.270 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.SIePOn-Grade Edge Insulation R=0.0 2313.00 ft' a.Natural Gas EF:0.59 b.WA R= 8 b. Conservationieatures c.N/A R` 8 None 15.credits None I certify that this home h c I ith the Ierida Energy,Efficiency Code for Building 08114E ST4TF Construction through t a en rgy savi Features will be installed (or exceedetl) in this home before I I in cti he a new EP Dis la Card will be completed based on installed de PIt f lure Builder Signature'. Date: Address of New Q J+)C, aiI 1I&, City/FL Zi tic 13QacA a�H Jia DOp yyEKy- 3 aa33 -Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaug�USA-FleRes2010 Section 405.4.1 CompllaN Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Prolect Name: Atlantic Beach Country Club Lot 33 Builder Nome: Riverside Homes Street: 1751 Atlantic Beach Drive Permit Office: City,Slate,Zip: Atlantic Beach,FL,32433 Permit Number: Cianer. Juniniction: Design Location: FL,JaclisorlNNe COMPONENT CRITERIA CHECK Air banner and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. ✓ Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with i insulation and any gaps are sealed. ✓ Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air banner. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subtloor decking. floors) Crawl space walls Insulation is permanently attached to walls. f 1� Exposed earth in unwrNted crawl spaces is covered with Class I 1� Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. V Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. ✓ Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to ft around wiring and plumbing, or sprayed/blown insulation ✓ Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier se aratinq them from the exterior wall. .Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are ✓ installed. Common well Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to ✓. subfloor or drywaill. Fireplace Fireplace walls include an air barrier. EnergyGouge USA-FleResMil)Section 40.4.1 Compliant SotMere Summa Job: i}E wrightsoft Prory Data: 2015Entijectre House y Plan: anastasla-coastal A/C Designs of St. Augustine Inc. 103 Many Center Place,M.Augwrins.FL 03093 Pion:904-529.8898 Fs[:9a4928-6587 Pro ect Information For: My Riverside Homes Notes'. atlantic beach country club lot 33 faces south west Design Information Jacksonville Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 95 °F Inside db 70 'F Inside db 75 °F Design TO 36 °F Design TO 20 "F Daily range M Relative humidity 50 % Moisture difference 40 gnlb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23673 stun Structure 24041 Stuh Ducts 243 Stun Ducts 437 Slut Central vent(0 cfm) 0 Stun Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Blah Piping 0 Stun Equipment load 23915 Stun Use manufacturer's data n Rate/swing multiplier 1 00 Infiltration Equipment sensible load 24477 Stun Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2486 Stun Ducts 82 Btuh Heating Cooling Central vent(0 cfm) 0 stun Area(f[r) 2313 2313 Equipment latent load 2569 Stuh Volume(" 23130 23130 Air changes/hour 0.32 0.16 Equipment total load 27046 stun Equiv. AVF (cfm) 123 62 Req, total capacity at 0.75 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg, Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JAN(TROL; AMANA DISTI... Model SSZ140301A Cond SSZ140301A AHRI ref 5924410 Coil AVPTC36C14A AHRI ref 5924410 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 21000 Stun Heating output 27000 Btuh Q 47°F Latent cooling 7000 Btuh Temperature rise 26 OF Total cooling 28000 Stun Actual air flow 933 cfm Actual air flow 933 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.038 cfm/Stuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, AM WrightsO}C atom-suaeB UNwnal 201515.0.1a Nsu01G8 I 201&"106 15:05:33 Page ..specricauslarlc Beach country Club Lot 33.1Up cow=ii FmM Door wos:M wrightsoft' Right-M) Worksheet Job: Entire House Bata: zo,s ey: AIC Designs of St.Augustine Inc. Plan: anaelasla-coastal 103 LISNy Center Fleu,51.Augustine.FL 32092 Phone.90L6248898 Fax 9048246587 1 Room name Emirs Hours Mem Moor 2 Exp0se0 wY 163.0 R 163.0 R 3 Room height 10.0 R 10.0 R he ),col 4 Room aropormom 23190 x 1.0 It 5 Room Mea 2313.0 M 2313.0 r T3 COm boxtim U-varve Or ATM Ane (Rq Law Are. (A7 Lae0 number (BOI9M'`°n mtwftl or Peri abor (R) (Brute) or parbxle, (R) (BNh) Had Cool Gross NIPIS Had I Coal r202 NIPIS Heel Ceol 6 W 12E.Oaw 0.068 n 2.45 1.52 416 214 524 326 214 624 326 �O BIA 0.340 ne 1224 33.58 202 0 2472 6785 0 2472 8185 Vy12E-0aw 0068 a 345 1.62 43 24 69 37 24 50 37 `G 61A 0.340 s 1224 3846 19 0 233 731 0 233 731 11 yy 12E-oaw 0.068 se 245 1.52 060 618 1613 941 618 1513 841 L-G61A OJ40 s 12.24 36.25 42 0 514 1401 0 514 1481 Vy12E-Oaw 0.068 2.45 1.52 70 42 103 64 42 103 64 L_- 61A 0.340 12.24 18.09 28 0 343 451 0 343 451 12E-Osw 0.068 aw 2.46 1.52 140 72 176 110 72 176 110 01A 0.340 ow 12.24 35.25 44 0 539 1551 0 538 1651 I1J0 0.600 aw 21.60 18.90 24 24 518 454 24 518 454 yl12E-0aw 0.068 w 245 1.52 35 21 51 32 21 51 32 L MIA 0.340 w 1224 3846 14 0 171 538 0 171 538 W 12E-0. 0068 my 245 1.52 710 655 1603 980 710 856 1603 998 L� 01A 0340 my 1234 24.08 55 0 BA 1369 56 0 673 1369 R ;Ina 0088 245 0.95 230 206 504 196 230 206 504 106 `D 1100 0390 sw 1404 12.28 24 24 337 295 24 24 337 285 O 10CR-30a0 D.032 1.15 144 2313 2313 2085 3331 2313 2313 2665 3331 F 22A-tol 0.988 35.80 0.00 2313 153 5803 0 2313 163 5803 0 e c)ASO excursion 0 0 Emebpe losslpre 10002 19688 10802 19088 12 e) Infiltrel'mn 4871 13634871 1363 b) Roemventlelion 0 0 0 0 13 Imamal gine. Occupants 260 4 1000 4 1000 Appheaceslolher 2000 2000 Sol,voel limas 6 to 13) 23873 24041 23673 24041 Lass external loss! 0 0 0 0 Laos tmnaler 0 0 0 0 Re0istrbuti0n 0 0 0 0 14 Subtotal 23073 24041 23673 24041 15 Oum ba0a 1% 2% 243 437 1% 2% 243 437 Toth room los0 23915 24477 23915 24477 Ak re0e+e0(c6nJ 833 933 933 933 Calculations pP d by ACCA to meet all requirements of Manual J Sth Ed .a4G-rk WAQhtIOTit2015-Apr-0615:05:33 RIgM Mrs -SUMaID Ursae 2015 15.0.13 RSU01MO Pegs 1 ...spec9lc%tlMlc Beach Chard,Club LN 33.rvp Calc•MJS PmM Doorlecei M Level l 0. Rem QntlR Adn B' Aem . n am cx. a Ben B. IIb Gm awa nem upeen FunIM I]o mn 115 Nn 0' r' BM2 AOm 115[Im t' 0' A� Fqa olrv�u Bane BW3 19 am 3 9 0' BMJ Aem Lul AN Gaao Job#: A/C Designs Scale: 1 :137 Performed for: Page 1 Rivelsde Homes 103 Liberty Center Place Rigd-Sute®univemd 2015 Saint Augustine, FL 32092 15,013 RSU01648 Phone: 904-829-8898 Fax: 904-829-6587 201SAyr-061433:39 e HorresMnastasia Wth stuEy.rug Duct System Summa Job: D +�- wrightsoft' Y Summary Date: 2014 Entire House By: Plan: Anastasia A/C Designs 103 Llb.ny C.M•r PI.c.,SMM Aupustln.,FL]2093 Pr.-.901-8298598 Fiv 90482%587 Project Information For Riverside Homes Heating Cooling External static pressure 0.22 in H2O 0.22 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/return available pressure 0.110 10,110 in H2O 0.1101 0.110 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 933 cfm 933 cfm Total effective length (TEL) 178 If SupplyDetail Table Htg Gig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matt Ln (ft) Ln (ft) Trunk Beth c 203 6 7 0.100 4.0 Oxo VIFx 33.6 135.0 st3 Beln3 c 750 19 19 0.100 4.0 Oxo VIFx 43.2 135.0 st3 Bed h 3068 76 68 0.100 6.0 Oxo VIFx 21.2 115.0 st2 Bed 3 h 3158 78 68 0.100 6.0 Ox 0 VIFx 40.8 135.0 st3 car. c 2095 58 77 0.100 6.0 Oxo VIFx 9.1 115.0 st1 Dining h 4643 115 89 0.100 7.0 Oxo VIFx 37.2 115.0 st2 Feely h 4643 115 109 0.100 7.0 Oxo VIFx 17.3 115.0 st1 F.MIy-A h 4643 115 109 0.100 7.0 Oxo VIFx 24.8 115.0 st2 Foy., h 1370 34 30 0.100 4.0 Oxo VIFx 28.9 115.0 st2 xnon.n c 3270 9 120 0.100 7.0 Oxo VIFx 18.9 115.0 all teun C 1052 38 39 0.100 4.0 Oxo VIFx 40.6 135.0 st3 0,..n c 1055 28 39 0.1004.0 0.0 VIFx 15.3 115.0 st1 Of W. h 2291 57 40 0.100 4.0 Oxo VIFx 29.7 115.0 st2 ownee It, 3058 76 45 0.1006.0 0x0 VIFx 27.3 125.0 st1 n., ows-A h 3058 76 45 0.100 8.0 Oxo VIFx 16.5 115.0 ad Hoang c 38 1 1 0.100 4.0 Oxo VIFx 12.8 115.0 st1 wld3 c 91 3 3 0.100 4.0 Oxo VIFx 37.3 135.0 st3 study h 1122 28 26 0.100 8.0 Oxo VIFx 36.7 135.0 5t3 .•J� wri htsoft 2015-Apr-061493W g RYyre-S.Roa unNxetl 201515.0.13 RSU01B4B Peg.I ...lee EMNanld.H.-Vio. /eel.well stu .rop CW-MJB Front Dd.r W., Supply Trunk Hlg Clg Design Veloc Diann HxW Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Enk st3 Peak AVF 172 162 0.100 315 10.0 0 x 0 VinlFbc st2 Peak AVF 569 497 0.100 533 14.0 0 x 0 VinlFlx stl Peak AVF 364 436 0.100 408 14.0 0 x 0 VtnlFlx Return Branch Detail Table f tg Cl, I TEL HxW Stud/Joist Duct Trunk Sae (m) (cfm) (cfm) (ft) Opening n) Matt rbl 0x0 1 933 933 0 0 0 0 Ox 0 1 VIFx �ywfi ht5Oft' 20lsApn0614:33:W MlA1 9 RIgM-Sul"UnNNN201515.0,13RSU01MO P...2 .les ESUlWenMa HomeSNnealeal.wXM1 Nwly.mp CY -MJB Frn 0e011..I Inns { I !,!,!!° / !!!`!! r!• || !| `(` �� )§ ! ; }§\ § N ! , |} § { § ) - { \ \ , § ( � R r_ \ \ ) \ CM § mg a gkg$ n 8 a . ; 3 Ez€� $ ;. . s Ysg a §3 # s.€ 8H Imp �ig is 3 3' �p a3H � d � Ep a o 2{9F $ '6 � Y� E FF » LF ¢�FFFFFFF � w iiiii i iaiiiiiiiiiiiA a H5 as ` Y3 _ cS t at c K S F Y S� i 3v$ 3 �� i � • � � g a $3#Y3$ 2 e a € Y g i E E �• �? s� q� S 7 gaa a o m a 4 6 s s Egg sR a c B � Y Ban a 8 @; 3.9 Y y M s 4 $ sm� a a a "F Y 89 Y_ Y 5 � 4 4 s CITY OF ATLANTIC BEACH PUBLIC UTILITIES J v 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: ProjectAddress: 1757 A-TI,4AIT► C- 02, J7' No. of Units: Commercial Residential t� Multi-Family L ' New Water Tap(s)&Meter(s) Meter Size(s/ ) '3/`/ „ New Irrigation Meter ✓ Upgrade Existing Meter from to (size) / New Reclaimed Water Meter V Size!r/ "New Connection to City Sewer V/ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# IS-411:X— 6/7 Water System Development Charge $ / 1q0 Cb Sewer System Development Charge $ O$ Water Meter Only $ / S. Reclaimed Meter Only $ Water Meter Tap $ (nom) Sewer Tap $ Cross Connection $�C� Other $ TOTAL $� (e/O. QQ APPROVED: Kavle Moore.PE `7G"~ (Deputy PWDarectworAuthorizedSignature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Reach APPLICATION NUMBER •) Building Departmen¢ fro IIP.aS9gned by the B[IIII Department) 300 tic Seminole Road /k– , k– r �/ i l � Atlantic Beach, Floritla 32233-59445 Phone(904)24r.sa2e Fax(�)4)2 47 ens APR 0 9 201$ E-mall: building-dept@coab.us Date routed Cit,web-sRa htlp l/.coati us BY: - APPUCAToON REVEWIV ANS u RACK9NG FORM p rty ----4/�q."�'6 A4y � --' Property Address: De art review required Yes No uildin Applicant: ✓ q;�QEm_E�_ anning&Zona Pralyri::. [Y (,til�_.[ ,Q. u Iic Work .. .. .__" u ICUGI Pub Ic ety Eire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Per VerifiedVerifietl B Date Florida Dept.of Environmental Protection - Florida Dept of Transportation --- ______ SL Johns River Water Managanent DistnIX Army Corps of Engineers Division of Hotels and Restaurants —"– Division of Alcoholic Beverages and Tobacco Other APPLICATION-STATUS — ReviewingDepartment First Review: proved. ❑Denied. (Circle one.) ruminants: j BUILDING PLANNING&ZONING Reviewed by: y TRE DMIIV. --" Dale: Second Review: ]Approved as revised. ❑Denied. ICW RKS on ents: UBLI UTILITIES ,rlJ I° LIC SAFE?Y Reviewed by. - ---- _ Date: FIRF. SERVICES 'Third Review: ❑Approved as revised ❑Denied. Comments: I Reviewed by. Date: avlsed cnn/to _..-_-- City of/Atlantic Beach "D.1. �� Building Department Atla Seminole RoadAtlantic Beach, Flunda 322335946 Phone(904)247,W6 Fax(SN)4)J4]s845E-nail: building-dept@coab.us .. Cavi sde htu fl.�nah.,, t�EIVED APPLPICA OON REVPt%0AR4 T ACKONG FORM Property Address:/_/7��__ el ell _ De artment review rewired Yes No '� uildin Applic:ant. -�.J�� / r»£�. _ _ anning&Zone u tic We t'roject: NEW— 16^f— — - k u ¢ UGI Pub Ic ety Fire Services Review fee $ Dept Signature Other Agency Review or Pennit Required Review or Receipt of Permit Verified B Date Florida Dept.of Environmental Protection -- Florida Dept.of Transportation --- _ SC Johns River Water Management District — Any Corps of Engineers Division of Hotels and Restaurants ----' Division of Alcoholic Beverages and Tobacco Other APPLICATION STATUS Reviewing Department First Review: (fit Reproved nDenied (Circle one Comments: BUILDING I PLANNING&ZONING y� Reviewed by. Dater TREE ADMIN. --- Second Review: QApproved as revised Denied. PUBLIC WORKS Commenter PURIICUTILIT IFS I PUBLIC SAFETY Reviewed by: Date'. FIRE SERVICES Third Review OApproved as revised. ❑Denied Comments: I Reviewed by: Date: My d 07f27110 _____ City of Atlantic Seacir MBER�Building Department IM] D annlentNia do Beac Road / )Atlantic Beach, Florida 32233-544.5Phone(904)247,5826 Fax 1904)247 Sn4sL-nad: building-dept@coab.us Citywebsite http//v coab.us APPUCATROM REF9EW /SMD? TRl CKIMG FORM Property Address: _ _ //_ G _ De artment review required Yes No ulltlin £Spplicant. �✓ � �._.. / f� _ arming&Zenl Project: N£w__/7 1_;.G_.--- — lic Wor u ICU ] Pub Ic sty Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review it or Receipt Of Pelm_ Verified B Date Florida Dept.of Environmental Protecfion ' Florida Dept, of Transportation --- St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcohdic Beverages and Tobacco Other: f- _ ____.__- APPLICATION STATUS Reviewing Department First Review Approved. nDenied. (Cirdeone.) I ommeni8: BUILDING PLANNING&ZONING / Reviewed by: Date y/ TREE ADMIN � - -- - Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES I PUBL IC SAFELY Reviewed by: Date' FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by. Date: I wised 07/27/10 -_-- ___— City of Atlantic Beach APPLICATION IVUMBER J� Building Department [T).be assignII00 Seminole RoatlAtlantic Beach, Florida 32233-5445Phone(904)247-6626 Fax(904)24711MSE-mail: budding-depl@Wab.us ate routed: T City web-site http'//www coab.us APPUCATION REVEW N AMS? TRACKNO FORM Property Address:14-1 1 44-G XCt.,# z-�IDe artm nit review required Ye No uitdin Applicant. ✓ m fes_._. _ _ sinning &Zonl Project: _L�'.G. G._ _—. Iic Work U 1c U611 Public ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Floods Dept.of Environmental Protection of Permit Verified 8 Date Flonda Dept. of Transportation J - St.Johns River Water Management-District ---- Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other _ APPLICATION STATUS Reviewing Department First Review: I�/Approved. -_� _ - ❑Denietl. (Circle one.) Comments: BUIL IN PLANNING A ZONING Reviewed by: �/ D . TREE ADMIN. —� ate. Second Review: QAPproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: - - _ _ Date: FIRE SERVICES Third Review: QAPproved as revised. []Denied. Comments: Reviewed by: Date svised 0]/27/10 -- ------ i • Riverside Homes Site Information Atlantic Beach Country Club 33 Duval FILE COPY Structure)EnPjneer of Record Derek B.Murray " PE No.71457 ,j` 4745 Sutton Park Court,Suite 402 rAP Jacksonville,FL 32224 WIND LOADING (Cd=16) - - ROOF LOADING (Cd=1.25) MW FRS TCLL 20 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf Enclosed Structure(0.18) BCLL 10 psf Exposure C BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: FTW VIEW v14.00.000 This Package inlcudes 36 truss designs with Individual date of design NO JOB ID TRSID DATE NO JOBID TRS ID13/3V2015 NO JOB ID TRSID DATE 1 ABCC33 GE01 3/31/20 31 ABCC33 T15 2 ABCC33 GE02 3/31/201 32 ABCC33 T15A 3 ABCC33 GE-03 3/31/2015 33 ABCC33 T16 4 ABCC33 GE04 'f/3 34 ABCC33 T16A 5 5 ABCC33 HJ01 3/31/2015 35 ABCC33 T17 6 ABCC33 HJ01A 3/31/2015 38 ABCC33 US 7 ABCC33 HJ02 3/31/2015 a ABCC33 JOS 3/31/2015 9 ABCC33 J01A 3/31/2015 10 1 ABCC33 IJ02 3/31/2015 11 ABCC33 J02A 3/31/2015 12 MCC33 J03 3/31/2015 13 ABCC33 7(j3A 3/31/2015 14 ABCC33 J04 3/31/2015 15 ABCC33 J04A 3/31/2015 I6 ABCC33 JOS 3/31/2015 17 MCC33 J05A 3/31/2015 1a ABCC33 P601 3/31/201 19 ABCC33 T01 3/31/201 20 ABCC33 T02 3/31/2015 21 ABCC33 T04 3/31/2015 22 ABCC33 T05 3/31/2015 23 ABCC33 T06 3/31/2015 24 ABCC33 T07 3/31/2015 25 ABCC33 T083/31/2015 26 ASM33 331/2015 27 ABCC33-__- _T10 1/31/20 5 ` ,`P��C•N8 •...4,A' 28 ABCC33 29 ABCC33 T13 3/31/2015 30 ABCC33 T14 3/31/2015 (•10 71 7 �A Apex Technology Apex Tecnnmo®'isadona,ms name owned by lax Apex Teennoices Inc.,a plass camcorder. saws Engreer Bacress No.7547- •S SuOm Park Can.Suite 402ladmnville,FL 322241904)621-5200 me seal on Vi6 Mdeas aneac mdiGRs atteplance or pMessichaleagneenagrespon5lbslby so*for One Trans Des 0rawinls liaLLtl abov�f� � '•..„ . •• and stabled. me sinaald,and use of each dresm9for any pmticuao-buidar,a the rusp.babdiry of Ne 9wlding Desiy2cpergNSl/TRS- g� 1 A 2002Sookon2 Aq II1tlllllll `MN my seal abroad be 0.she.I berob,dyD40nor Mss sen.as an Inds sheen in conformance WN Pees 6131S23002(2)and 61GIS 31.003 of me norma Board of Rpfessscnal Enanbms 3/31/2015 Job C ABCC33 BEARING INFORMATION OTY SPAN DESCRIPTION BRGA REACTION UPLIFT 1 17'11"00 T01 HIPS 4.00/12 Pitch 1 -Ply 1 1338.62 403.00 2 1335,41 402.00 4 17'11"00 T02 HIPS 4.00112 Pitch i-Ply 1 580.12 183.00 2 580.12 183.00 1 1711"00 T04 COMN 4,00/12 Pitch 1-Ply 1 580.12 8300 2 580.12 83.00 1 44'07'00 T05 COMN 0.00/12 Pitch 1 -Ply- 1 695.16 211.00. 2 3231.99 1010.00 3 854.65 249.00 1 44'07.00 T06 SPEC 4.00/12 Pitch 1 -Ply 1 714.33 186.00 2 2623.68 626.00 3 32498 95.00 1 44'07'00 T07 SPEC 4.00/12 Pitch 1-Ply 1 646.63 18800 2 2652.26 646.00 3 236.01 65.00 2 4407'00 T08 SPEC 4.00/12 Pitch 1-Ply 1 164528 162A0 2 1639.44 162.00 13 44'97'00 T09 SPEC 4.00/12 Pitch 1-Ply 1 1645.28 162.00 2 1639.44 162.00 1 44'07"00 T10 SPEC 4.00112 Pitch 1 -Ply 1 1645.28 16200 2 163944 162.00 1 44'07.00 T12 SPEC 4.00112 Pitch t -Ply 1 746.66 81.00 2 2615.23 215.00 3 479.96 209.00 4 336.55 80.00 1 44'07'90 T13 SPEC 4.09/12 Pitch 1-Ply 1 546.30 173.90 2 3025.33 964.00 3 1117.39 343.00 3 22'11"00 T14 SPEC 4.00/12 Pitch 1-Ply 1 784.06 118.00 2 701.35 100.00 2 23'11"00 T15 SPEC 4.00112 Pitch 1-Ply 1 775.80 117.00 2 775.80 117.00 1 23'11"OO T15A SPEC 4.00/12 Pitch 1-Ply 1 -1036.15 117.00 2 -1036.15 117.00 1 23'11"00 T16 SPEC 4.90/12 Pitch 1 -Ply 1 774.39 111.00 2 774.39 111.00 1 23'11"90 T16A SPEC 4.00/12 Pitch 1 -Ply 1 774.39 111.00 2 774.39 111.00 7 23'11"00 Til SPEC 4.00/12 Pitch 1 -Ply 1 79622 228.00 2 79622 228.00 1 07'00"00 T18 MONO 4.00/12 Pitch 1 -Ply 1 107.69 43.00 2 579.41 118.00 3 34920 70.90 Total of Trusses 136 Maximun Height 11'06"05 Page 2 of 2 ' q — , ( ) ; $ z - �� ■` ; ) . ) k ` $ . . . . . > « _ k_ _ Cl) k . y ƒ . . . . � j ; \40 / . 2 e § (925 ? 00 )§ ( ) W � : { . \ ° 2 § / = mC, « ; \ � ° ) � � z ) k § ` 0j C § ) � 0j \ \ \ ) k ¢ ; § 2 \ ° § � ° § � 7272 § |§ 7 ; gm ! ( ; 0 § k ) 0 0 , ) / % 2 , q � mm ] §] e ° ° » m ) \ / \ / 0 m \ « \ iQ ) ;/ / 9 § = a § j | | § wm > Rx / ) / y } ) / . z M(no e . = 4 # ; « ! ! ` « ° � \ j \ \ j \ ® � � k § � 0 M J § § T ! § ° § n ° § n ; \ ` ` ` ` _ ( | 0. ) { ) / 7 ] m ; . _ a . . . »® ; - ) 0' §§§ . : ; \ DO c/ \ §� )(^ E § o .; ;_ | ] |§K§ | \M,E 2 § § \M! !§ ¥ . 17E;J \ M. , / y § M, ° - .( \ | ' Ok C \ mm \ \ } ( Q® � ; Ti : § | � e i SO \ ) ) | | % m\R . $ _ mm O 40 z �z E) \ I > 9\ T z � , � / § \ � a : - 2; � — ) § - , - - ... § ( § 22 j � mm t4 M | \ \ k at 17 ) 2 < ) § W-/ ; !; 2 k §/r § [ ^ ;! ® |i |� ( d ( § `i \ } (7 § 7 \ � 5G) z k f m � - ® , ) � � § , T ( § i . . ® \ _ ( ) k § k § � . § _ | zom )f X _ ) / 0 , \ k CO § : �M \ � � > " WAM w / \ f ! _ _ 22 ( CD /\ MO \ \ 0 , \ = � \ |, ; w § 00 . ° ` J8 c ) co |) � � °52 OMM ] ; ; KZ / k ;® 2 q / .. ; . = z )( }\ j \ \ _ \ / o kM0 - z 4 2 ® ( � ( &$( Ci \ \ \ ? § ) § o » , = 222 ) T \§ E■ ! � § \ \ 0 ; { , ;m 5 § ! Mk® § ° _ / : , ) wm � ) F. � , /\) § \ § ? \ 0 CO Fo � k \ § 2 ( tO ) 2 § !; n \ M § ] § § } / $ / § 4 , § / z ) 25 3 j \ 0 � . . � \ \ { m ABCC33Ply:1 SEDN:176331 nI I GAEL Analasiei, 0ry: 1 FROM: DRW: GE01 Wgl 468.2 His Pape 2012 l ... 0131115 AR-D 90 -118 BK-AH 115 -276 D-AV M-11A A14N ION -573 AV-AW 7D5-1133 N-AG 142 -521 "-AY 752-1183 AGBN W -741 AYAO 751 -1150 0-BN 56 -77 A6G 745 -467 BN-BO 500 -681 G-AZ 591 -Yd BO-AF 104 -W AZBA. M -827 P-BP 101 -77 - BB-BC 605 -8N BP-80 503 -092 BC-AK 627 -Mot BO-AD 15 -4 J-BD 389 -322 B0-O 503 -065 AK-BE 5]6 -382 0-AC 550 -389 - - - - - — BD-BE- 435 -291 AC-BR NO -967 BD-BF 11 -18 BR-BS 655 -967 BE-BG 137 -25x1 BT-SU 030 -94D BE-BJ 113 -61 BIYT 631 -929 AJ-BG 125 -02 T-Z 130 -122 BF-BI 11 -16 Z-BV 210 -131 BG H 1M -338 BV-BW 212 -123 BH-BJ 21 -20 BW-V 24 -132 L-BI T2 -25 Maximum Galla Forces Per Pty(lbs) Guides Tem Come. Gables Term, Comp, AS-AT 114 -112 K-BF 9 -108 All-C N -17 M-BL 313 -504 AO-AV 12 -14 BL-BM 310 -568 E-AW 138 -150 BWAH 329 -559 AP-A% IN -100 SR-R 16 -4 FAY 39 -4 BSAB 97 -BD ANAZ 31 -40 ST-S IN -130 EA,H 84 -54 BUM 27 -22 �- AL-BB A -.13 . U-BV in BC-1 30 -51 eW-Y 77 NOTES: I The tlrnmg isnot suRicienl alone for installation. Aci itional insimgians acwmpanym9 this Russ Erasing,uclums BCSI 1-03, shorlel be useE in mi,u=ion ai1M1 me arMXedu2l FFans during'rnstabsiOn 2.Apes TrMMogy is a lctiti0us name OwnM by Jae Apex Teonno"y Ino,Forism COrpu&i0n. Runde Ergineer Business 1b.7547-4745 Sutlon Park Cmal,Suite 402,JxFSOnsie,FL 32224-901.821 5200 APEX Melosel G K09OxsW Jeffrey P Amason Derek B Murray ®' PE No.60639 PEW 50540 PE No.71457 ABCC33 Ply,1 SEDN:12096IT12IGABL GE02 iaA rny: 1 FROM: DRW: GE02 WgL 438.0 1ba Page302 / ... IXL31/15 AQD 213 -106 B1AH 416 -Z!1 D-AUZ53 -831 AWBK 299 -ST AUAV 259 -M BK-AG SB -41 AWAX 288 -BBS N-84- 82 -58 ARAN 210 -654 BU6M 311 -539 A&G 44l -193 BWAE 41 -41 G-AY 339 -B/2 0-BN W -83 -- - - _ AZ-BA 315 -815 B"O 281 -529 BB-BC 330 -880 BEAD 48 -26 BC-AJ 341 -M P-BP 100 -S K-BD 145 -512 BPO 310 -5R . . - . _.. - AJ-BE 501 -2U 0-AC 3E8 -181 _ BOK 184 -541 AGED 252 -533 BD-BG 7 -2 BD-BR 249 -538 BEEF 502-1208 BSBT m -516 BE-BH 052 -WI BT-T 234 -SW BF-BH 4 -9 T-Z 212 -1W BF-Al S -1214 Z-BU 193 -288 L-BG 38 -58 BLLw 1B1 -213 BGBI 7 -2 BV-V 19B -2n BH-BJ 651 -211 Maximum Gable Fe cae Per Py Qbs) Gabbs Tare Camp. Gabes Tera. Conic. ARA$ B6 -38 AK-BB 65 -28 AT-C 50 -44 BGJ 35 -39 AP-AU 19 -18 BD-R 28 -m E-AV 112 -119 BR-AB 89 -ea AO-AW 86 -76 BSS 106 -104 F-AX 26 -10 BT-AA 25 -19 AY-H W -3! U-BU 49 -40 AMAZ 33 -4 BV-Y 92 -2 NOTES: 1.This EmMW is trot auMdeol alone for InaralMtion. Adcismul imWdions acsmpanyin,the Imes Urev ing,'rude BCSI 1-03, sWuM be useE in eanryMion wiles one arNiledural pans darn,installation. 2,Apex Te ndMisafiddiousnamre nWd Jax Apex Te dogylnu.FbrkeC Wralion. Flonda Engineer Business Na.7547-4745 SUBan Park Cou t,Suit 402,JxksonMle.FL 32224-904.821.5200 APEX MO,ael G Kwimsb Je11rey P Arneson Derek B Murray PE No,60839 PE No ME. PE No.71457 AKC33PyaWBC SEON:17WIT21GABL GE"siaA Ory: t FROM: DRW: E04 D].BIM ON.,p2 / ... 03130115 T11re 'n" 1stjT 1900, +I x.11 4'1271 $'ere, e�'1 1rttR 13'ffu 1x615 "tire an r 4'1-m 11'070 to r1rc4 +rm'4 r+�a ��'� r 4'tu'+ - TFsayM 1 - 12 tt _ G\gra -. .. a 7 E AA \read . AU5 D M4.. . H nM se r` C Y PB A, 2 IXW�n3 51 4 3X3 99%] T asXi(swSl 5 AC AE 9 U X3w sa4 p 811 Kxx4X0(61) 1 �IPIR X saT $ R O P O N M L z z z z ' sass + fill, � +aria 1T 1i%1Y,1 zr�� LwaleB Cr IM Wild CrXcrla Drum Climate k+ um Rewtlom(IN) TOLL: 2000 Wind Sld: ASCE7-10 Pg:NA 0:Not CAT: PP D~im in loc Udell L/N Loc Rm IU IRm /Rh /RL IW TCDL: 7.09 Signal: 130 mph KN Ce:NA VERT(11): 0.204 S 999 M A 1243 1482 I- /- 1. 15.5 BOLL: am ErvMaurt:Gosetl Lu:NA CA:NA VERT(TL): 0.392 5 725 284 K 1242 1482 1- 1- 1- 15.5 BCDL 5.00 Rink Category:II Snme DumBm:NA HORZ(LL): 0.053 C - - Wind rtec0ons Msed on MWFRS Des Ld'. 32.00- EXP:C _ ):0.1010 - - A Min Bq Want Rac,= 1.5 NCBCLL:10.00 Mean HegM:150011 Cade l mi.CrXada CrteP Fedor:1.5 K Min 8,Wdm Req= 1.5 SdfiC 200 TCDL'.4.2 sed BMg Code:FBC201ORES Max TCCSI'. O.6% Beanngs A B K Fwarp=S65pd. Lead Duration 025 BCDL:3o pro TO SW: 2007 Max BCCSI: 08% Maximum Top CM1ON Forces vx Py ped) Sparing'.24.0' MWFRS Parallel Oiel:O to N2 Rep Fedars Ueatl:Yed Max Web CSI:O%3 Maxim ToC he CMrde TeMbs) CBCUida:3008 FTIRT:30(Oy10(0) Mrg SpadBed Camber: Ciesounds GCp:O10 Plate Typgg) A-B 1105-ZA2 F-G 30 -% Wind Notion 1.60 WAVE VIEW Ver,14.03.01G.0123.00 B-C Im-3101 G-H 559 -1312 Lumbar surge C-D 1M-31% H-1 1271 -31% D-E 5%-1313 1-1 1271 -31M Value Sed:13B(EXediw W112013) In lieu of dructund panels or dgld ealling use Vadim E-F 30 -39 J-K 1104 -2789 Tap chord 2x4 SP M-3072.T32x4 SP X2: W lannaly dace cMNs as follows: Bot chord 2x4 SP M.30 CMM S"dn9(Inop) Snobs) EM(8) Wabs2x4SPW:M2,M WW#2: TC 24 0.00 23.92 Maximum BOLChmillioness Per Py(Ibs) BC 82 011 23.81 Clwrds TbmxChep. Chords Telfa. Comp- Lumbar wl,k Pat Y3B'uses design velums pponed ApOlyptiimtoanychoMaaboverximm0lkrs 113012013WALSC at 24'OC unless shorn dhelWSe whoW A-T 2569-1021 P-O 1475 -BE T-S 14M -605 O-N 1475 -605 Swig Lands, Wind S-R 14n -635 N-M 147D -804 -(Lumber Nt Faa=1251PIde DucFac=1.25) Wind keds and meteors based on MWFRS. R-0 14M -600 M-L 100 -604 TG Fran %pit 0 O.Wto 55 gal 4.01 O-P 14M -607 L-K 25% -1020 TG Finn 14 pit at 48110 14 Of at 4,87 AddWmai Notas TO From 14 pili 487to 14 pfd 19" See DINGS A14015ENC1010148 GBLLETIN1014for Maximum Web F,umas Pear Py ped) T6 F. 14 pili 998 to 14 Plfd 19.94 gable vend bmd,rtgtimmnnis. WeW Telm.Comp, Weed Tens.Comp. T6 From 14 piO 19.04 to 14Of at0st 18.91 TG From 10pit A 1080 to 55 plld 23.02 The overall M1egM1tdinle muse exdWirq owR,en9 is B-T 410-1037 P-AC 67 -154 BC-F. tO ppit AtitA OOO to tO pfd 4.01 7-S9. BC-Flom 3PXd 48010 3pMd 11.% T-U iTR -E% AMG 396 -%2 BG Fmn 3PXd 11.%l0 3 I e1 1991 U-S 21 -15 A& B5 -3 13G-From Mines 19.91 to login Y1.92 L-V A -9 A&AD 044 -39 BG 409 InCmc Late]at 4,01,1991 V-W 1017 -%1 A&A 252 -619 8G 1281b CmuL.oadA 600,8%,1008,11.05 W-R M -24 H-AF 18]0 -703 13 85,15.85.17,85 W-D 1M -708 N-AF 70 -23 D-X 2% -622 AF-AG 1817 -891 PMBng Noise YAB 1H -Y3 AG1 14 -38 All PIMes arc 2X4 earep be rlded. E-AA A] -%2 M-AH 21 -15 Planes sized for a ommum of 4.00 smile lPumse- Z-P W -158 AH-L 1]R -6% F-AA 13 .5 J-L AD -1037 Loading Trues deugned to supped 8'maximum guide and Maximum Gable Fdrees Par Py(1ed) 0verhan, Gables Tens.Cmmp, Gables Tans. Comp. X-Y 711 -2TJ AGO Y -IN O-Z 30 -132 GAD 7% -291 NOTES: 1.This dramng ism su6idem Yore for sonalMBon. Additional indrudkns secomeanying thisbuss dmwirg,imhos,SCSI 1-%, should he used in mnprclan Min the arcnnWuml pans during installation. 2.Apex Te moloW is a fidshus name awned by Jax Apar TeenndoW Inu,Flande Corporation. Florida Engineer theress No.7547-4745 SUXan Park Court,Sulk 402,JaekwnNlM,FL 32224-901 821 5200 APEX Milled G Wslmvski JMrey P Arneson Gerek B Murray PE No.60839 PEW 58544 PE Na.71457 ABCC33 Pryer SEON:1]SSIITIOIHIP— MtlssW Ory:J F0.OM: DRI: H41 I / ... 0131115 9pa'13 5'0"5 F 4'S'Y5 8 C 2.83.. v _ 1279 . s2X4 B 33X4(B1) 1 0-112 E D 34X4 BTS Loading le m" WIM CrowcKlerie S.Crnerls,ftmio PSFI cm=SI CMM eda Auknum Reactors Intel 2000. Wnd Md: ASCE7-10 PB:NA CI:NA CAT:NA PPOeIIexian in by VEM L1n L. R /U /Rm /Rh /RL 1111 TCDL: 7.00 Speed: 130 mph PO NA Ce:NA VERT(Li-)-0.0258 999 240 A 322 179 /- /- /- /70 BCI-L: 0.00 Eadmme Cbseol Lu:NA CZ NA VERT(TQ: 00290 999 180 O 333 161 I- 1- /- /1.5 BCOL: 000 Rick Catein,Il S.Common:NA H (U-):4005E - - C 78 144 I- /- /- 11.5 Oss W: 32.00 EXP:C 1 w, HORZ(TL):0.013 E - - Wind mac9ane booed on MWFRS i _ vel- NCKU 10.00 Mean Heal 15.00 it Coda IMbc Canada Cheep Felon l.5 A Mln Btg WrdlM1Req= 15 SOW: 200 TCOL:42 par BMg Cade: Fill RES Max TC CSI: 0589 D M'mBryWglhReq= - La nd Duration:1.25 SCOL:3.0 par TPI SM:2007 Max BC CSI: 0,619 C Min Ban Wim Req e - Spah,24.0" MWFRS Parallel Oil:B IO N2 Rep Faclas taed:You Max Web CSI:0.419 Bering A FaPetp=W5p1. C&C Oil a:0008 FT/RT:30(OYI 0(0) Mfg SpelfieU Context Maximum Top Chad Famaa Par Ply pbs) ,Cpl:0.10 Plle Typ l Chords Tem.Com, Courser Tem.Cony. Wool 0urlim:1.60 1 WAVE IVIEW Vw 14.03.01,.019.00 A-B 236 -]2D B-C 19 -41 Lumber Additional Nola Value SeC 138(Efietlisesfall 3) The Owmll K it M this truss explosion oxmay Is Maximum Bol Chord Fareoe Per Ply(IW) Top dgrd 9x4 SP M2 2-9-15' Chorda Tena Camp. Choice Tens. Camp. Bot rlwrd 9m SP bull Webs 2x4 SP A-E 696 -281 E-D 0 0 Lumber aloe set-1313'uses design aloes,approved Wa2013 by ALSO Maximum Web Forces Per Ply pbs) Webo Tens.Comp, Spatial Laws --(Lumber Dur Faust 25 l Pima DusFac=115) B-E M -79 TG Fmm 2pom O00 to 2Pi at 9.T/ BG Front 2pna OWto 2ptl al 9.]I T0. 46 to Coal Land at 1.46 TP 149 le Conc.Lwtl l 429 TP No lb Com.Load m 712 130. 26 In Conc.Lad l 1.46 BC- 84 to Cont.Land at 4.29 BP 14111,Conc Load ad 712 phand,Water Planes saw for a nanimum of 4 00 ml inside. Purlins In lieu 0lrudural Names or rigid tailing use purine to Ialwlly brew tbome as named Chord Spating(moc) Slan(n) Emilia) TC 24 0.00 9,77 Sc 75 0.14 9]] Apply prouns to any tMNa above or beaw fillers at 24"OC unless Mmvn ahereix aMw. Wind Wind law.and teofions boded of MWFRS. MOTES: 1,Thmedamrianna�installuonMunomination,disanongtNstosscoang,indudBCSI1-03,ouhe read Plansduring 2.Apex Techndogyisamaliaue nerve mored by Jm Apex Taproot int.Florida Corporation Floods Engineer Business No.]54]-4745 Suwon Perk Court,Suite 402,Aawnnlle,FL 32124-904 821S2W CAP, Mi lhael G Kozlowski Jamey P American Cask 8 Murray PE No.60839 PEW 56544 PEW ]145] ABCC33 %y.1 SEON:1)5561 T39/MONO AnwaMA ON:2 FROM: DRW: HA2 Wee t9.6 its I ... 0551115 12 2.83 p 1112X4 B T 1` 3X4(81) A 11 10'1"2 C 5'6"6 1112X4 5'6"6 A Lowding Cdleda Van Wind Cdbda Saw CMans(pa.%b pan DeR/CSI Crbada ' A asimum Reaclfolla lMs) TCLL 2000 W s Id ASCE7-10 pg:NA a,NA AT: PP Watson in 18c,,w, I, WC R It.) /Rw III I W TCDL: Z00 Speed: 130 mph PL NA Ce:NA VERTILL):W A 199 /66 I- I- 1- 17.0 Bca 0.00 Endoeue Gored Lu:NA Ca:NA VERT(TL):NA C 283 /92 /- I- 1- 11.5 BCDL: 5.00 Risk Coati 11 Snow Duawl NA HORZ(LL): 0.007C - - Wind reachame based on MWFRS c Des bleasY 00 EXP:C HORZITLI:0.013 C - A_ ka"9 Width Raga 1.5 - - - NCBCLL10.00 Mean Height 15.005 COM I Mi.CM Creep Fada 15C Min Beg Width Req= - SOMt 2.00 TOOL:42 pay MgCode:FSC MI 0 RES MUTCCSI: 0525 Bmnng A paper,=665pg. Land Duration:135 BCDL:SO ad TPI SIG 200) MU BC CSI: 0.285 Sparing:240MWFRS PareIIal UM:O b hY Rep Fsdare UwE'.Yea MU Wish CSI:0.152 ChaMaximumrds Top Chord hoM Famesas Par Pry pM) CBC Dig a:300ff 1301 Mfg Spwfiw Camber GC, 0.10 Plate TypMO): A-S 33 -78 Wind Duration:1,60 WAVE VIEW Ver.14.03.O1G0123.00 Lumbar AddMw MONO Maximum Sob Chord Foraaa Per Pry IIM) Value SM..130(Eilerfiss /151013) The ewral height of this imse small merhengis Chords Tens.t , Topaided 45P%2 1-9-15, A-C 42 -14 Bm Gard W SPA2 Webs 2x4 SP d3 Maximum Web Faces Per Pty(Hes) Lumber value sat'I 3F uses design aides approved Webs Tare Comp. 113=013 by ALSG B-C 90 -106 SpecialLada —it-w —1Lumber Our Fac,•125/PIMa Vpffat t35, TG Flom 2501 O.N to Zl pdd 553 BUFawn 46 Sa,al O.00 to Sllf el 553 TC- 48 Ib Cwc.LOW al 106 TC- 1491b Caro Load&439 BC- 261b Caro at 108 BC- e4lb co=,aa.LwdMa14.20 Pla0ng Notes Plates sized for a minimum of 4,00 so rJPwI Partials In lieu Of struduse panels or ngki mane use purlins to laterally brew dards as follows: Chose Spadnon mr) Stanie) EM(8) TC 24 000 5.53 BC 65 014 5.53 ApPly pudica 10 any UIONs above or hNuv fillet 0124^GC unless shown offi.. a above, Wind Wind 10atle and reatlrons based on MWFRS. NOTES: 1,This drown,is nM aulfident Nomfor instelabn. AWdien&iwlnxtiws ecaampanpng tNe Irvas dra ng,iMUM BC511-03, should be used in cwlurason with the emhneauM plana during NgalleYw, 2,Apex Tecbwlegy is a hd0ous name wneL by Jaz Apex Technology Inc.,Fknda Corperaiw. Flanda Engineer Business Ne.)517-4745 SWlon Park Ceun,Suite 402,Jackwawlla.FL 32224-90 821520 APEX Michael G KaalowsN Jeffrey P Arneson Derek B Murray ®' ' PE N0.60839 PE Ne,58544 PE No.71457 ABCCJ3 Fly.t SEON:1)SSBI Tn I.PCK AnatasieA DC/:2 FROM: IXtW: TDIA WOL d.21bs I ... Mulls 12 4 p B =3X4(B1) T 197"15 r o '01 A 10'1"2 C 1' Loathe,Crlmda noxi Wind Cheada S.Connote lSI Crlmda ♦Maalmum Faeces(11m)TCU 20.00 Wind Sol ASCE)-10 Pg:NA O1:NA CAT:NA PP Derec0.in Inc Udell LLy Loc R 1U IRw IRI IRL IW TCDL ).. Speed:130 mob PE NA Ce:NA VERT(LL):NA A 42 11 121 I- 18 13.5 BCIL: 0.00 Enoosom:GCseL La NA Cs:NA VERT(R):NA C 9 13 12 I- 1- 11.5 BOOL 500 Rlak Clssic,11 Some Damon:NA H0RZ(LL):-0.0008 - - B 28 110 413 I- I- 11.5 Da W: 32.00 ' EXP:C 4691sti:4000B - - Wind reacgara baud.MWFR6-- _ . NCB U 1000 MGM HelgM:I SODS Coda l mi.Cr Creep Fact.1.5 A MIn Bra VArMReg= 1.5 Spell: 300 TCDL:4.2 per Mg ar FBC 2010 RES Max TC CSI: 0O C Min Bra WOM Rep= - Load!Duom8on:1.25 BCDL:3.0 par TPI Std: 2007 Mal C51: 0.018 B Min Bra WMb Reg= - ,: Smo 200" MWFRS ParalM eea Dist: Rap Feet.Usd:YMer Web CSI:0.000 Bering A Fcperp=5650, CSC Did GC:3000 PTCET;JO(OV10(0) Mfg Speofied Cooper Maximum Top C ip. Fortes Per Ply flies) GCthen 19 Ponta Typga): DMNa TMa.C.np. WMDufelion:1.80 WAVE VIEW V.10.0301G.O1Lt.00 Lumber A-B 10 -13 Value Set:13B(Ellemw M112013) Maximum Bol Chord Forces Pr PN Obs) Top tlmN 2a0 SP p3 CMNa Ts.Comp. But Mrd 2v0 SP p3 Luntervalueset"1313"usesdesi9nvaluesapprovel A-C 30 -13 113=013 by ALSO Pladng N.ea Plies sized for a minimum of 0 00 sl.ird,r ce. Pudlns In lieu of abuduM panels or rigid failing use Wdins t0 wheat,Gat MDNe as fall CMN SparingM.I Sill EM181 TC 24 0.00 100 BC 12 0.00 1 Oo Applypudim WanycMWsaM orbelowfilWm at 2r OC unless abpan rbefaix all Wind Wind leak based on MWFRS who addiMnal UC ember design. Additional Nogs The overall nelgnl of IMa boas secludifg warier,is 0105. sal 1.This Comair,is not surround sham for installation. ACeNMaI instructions accompanying this house Chair,,exclude BCS11-03. Mould be used in canrytMMn all this,arMbectual puna dung installation. 2 ui:xMb.]W] �Jw 02, MInc. FeC '1! Fbdda Engrcr -4)CS SM.PaM1 Court. JJaMmnnlle FL 3224 9W 821 APEX G KOSI"xaFP Amesan Derek Mumer PE No 6039 PE No SBNC PE Nou 71457 ABCC33 Fly1 SEON:17nOIT271JA4EK Andis rA Oly:2 FROM: DRW: Jo2A W9t 12JI We I ... OM31N5 12 4 p C 11'3"15 03X4 BEE3X 2X4(C3)4(C3) 9 D t1 3' 1"S f 3� Lea®rM CMerla 1pstl Wind C~a Smar Criteria(Poor F pan De61CM Cribria A MYIMum Reactloms little) TELL: 20.00 'A5M SILL ASCE 7-10 Pg:NA CL M CAT:NA PP DdletSm in locl/Ee6 IJ& LOb R I U I Rv I M I RL IW TCM: 7.00 Speed 130mph PLNA Com VERT(LL):NA A 105 123 154 I- 135 13.5 BCLL: 0.00 Etr30eura;Closed Lu:NA Ca:NA VERT(R):NA 0 37 1- 115 I- 1- Its BCDL: 5.00 Risk Cahe,i 11 Sheer Consul HORZILL):O.OW B - - C 71 140 136 I. I- I1.5 Oen Ld 32.00 _ . _ EKP:C _._. .ayaa •- Hi O.W78 - - Wind raac9pns based on MWFRS -e'se• NCBCLL:10.00 Mean high(;15.00 A Code l miles Cri Creep Fadd:15 A Min BRWdth Req= 1.5 SOMI 200 TCIX 42W Blue Code:FRG 21110 RES Mex TCCSI: 0.304 D Min 8,Width Req= - . Load Ouraion:1.25 BCDL:3,0 PN TPI Sol MOT MarBC CSI: D.090 C Min On Width Req= - Spadng:246- MWFRS Parallel Oxt:O to N2 Rep Fadame Used:Yes MWeb CSI:0 U4 Bearing A Fcp.,=%51 CBC Cid a:3606 FT1RT:301 Mg Specified Gander: Maximum Top Chord Forces Par Ply ilbsl GEN:0.13 Plate TypgshClaude Tens.Comp, Claude Tem. Comp. And Equation 160 WAVE VIEW Ver:14.03.01,10123.00 Lumber, A-B 1% -242 B-C 24 -40 Value Set 130(C-fletliva 61112013) Maximum Bol Cbortl Forces Per PN Ills) Topclvr12x45PO Chords Tam.Comp. Lt chose 2x450 W :Lt Slider 9[45P d]:BLOCK LENGTH= 1]50' A-0 0 0 Lumber value m-130"uses desgn values apg lnMD13 by ALSC PMBng Nets Plats stied for a minimum of 400 sg.in./piere. Penne In lieu of structure!panels or dine ceiling use puNnS to lateyly brace dlorde as Idlovs: Chem SparJngOnw) Spend) Ene16) TG 24 0.W 3.00 BC 36 0.00 3.00 ApoypuninstoanycnoNsabove Or WN fillem at 24•GC adexx ah..outewiae abe.. Wind Wind bads based cO MWFRS am additional C&C mem4rtlesign. AtltlMmN NOM The Ovarill tonight of this trues erduding wentang is 1-6.5 NOTES: 1.This drawl not suR iant dare for installation. AddeionalimWdions accompanying Mlstrus5 dnshour include SCSI 1-03, should too uud in conjunction ash the archhetlural plana cum,installation. 3.Apex TSAndogy is a fctilkus name mvned by Jar Apex Technology Inc..Flo ids COrinrdion. Fbntla Engineer Business No.7547-1745 Seton Pant COun,Buds AM,JackmmAle.FL 32224-904.021,5200 l APEX MichaeG Korbvs)i Jegrry P Am. Exult B Murray PEN. 60639 PEW 55544 PE NO.71457 ..,,lMNaaaaMlesw- ABCC33 PIy.1 BEGIN:17562 I T24 I.kACK Ana NM py:2 FROM: DRW: JMA Wgt 1B31bs I ... 0WHI 12 C 4 11'11"15 ,3X4 B 2X4(C3)4(C3) y 10'1"2 71 D t1 5' 5' 511,8 Lomas,CrMrla IPm Wind Comda snox comm.poser to MEI O mclod. •Maximum Rexton Bbs) TCLL 20.00 Wi ASCE7-10 PB:NA Ct NA GAI PP Definition in Iw Ud Lm Loc R /U IRw IRI IRL IW TCDL: 7N Spall: 130 mph Pt NA Ce:NA VERT(LL):NA A 170 /40 189 1. 158 13.5 BCLL: ON Enclosure:Gored LINA Cs:NA VERT(TL):NA D e8 /- 129 I- 1. 11.5 BCDL 5.00 Risk COMgdy:11 Srmw Duretlon:NA HORZ(Lq:TWO - - C 118 164 160 /- 1- I1.5 Cn UVI E%P.C. . - Hi 0039B - Win* ensG mMWFRS-- - - NCIICLL10.00 Mean Her 15.00R Co"lmisccM is Crep Fight 1.5 A high Big Wdh Rp= 1.5 Supp: 2.00 TCDL:4.2 pd Sit,Cane:FBC 2010 RES Max TC CSI: 0.538 D Min Big Wdm Req= - Load!Dumix 1,25 BCDL:3.0 pat TPISM: 2002 Mx BCCSI: 0304 C Min Big WMM1 Req= - spomq:24.D MWFRSPamOdDig:DtoW Rap FMOd Wen:Yea Mar Web CSI:0.158 Be^^ng A Fopmp=565pd. CBC Did a:3.006 Pl RT: pe(s):0(0) Mlg Specified Cembc Maximum TOComp. Forces s, Ting, C GCM:0.18 PNte Typels): CtloWa Tena Comp. CMWs Tam. Camp. Wind Duration 160 WAVE VIEW Ver 14.W.OH.0123.00 Llmbar A-B 450 -518 B-C 39 -52 V0W SM,138(Spend.61112013) Tap chord 2x4 SP M3 ChordsMaximum BOC Canoed Forces Pm Ply(IN)Bid Mortl M4 SP MJ Chords Tens Comp. :Ll Sider 345P p3:BLOCK LENGTH= 1]50' A.p D 0 Lumber value W"13W uses design slues approved 113012013 by ALSC Platln9 Niles Plates siud for a minimum ado N an,in/Mere. Fiji In lieu of dructurel pends or dgW wiling use puffins to laterally trace clards as failures Cbortl SIatin9(incc) Sibi Eri TC 24 ON 50D BC 60 ON 5.W ApplypurlinsWanyd Wsaboveorbdmv6llers at 24"OC unless shom dberses abosa. Wind Will loans hexed on Moi with additional C&C ember design. Additional Nates The mancl interim d this truss eadutllng overhang it 2-2-5. NOTES: 1.ThisdraMrq ism done for installation. Addis dinMmaiensa mpenying Ihistmssdr"ng,iWM BCSI1-03. Mould be used in conjunction Mh the amhXedurel Plans during installation. 2.Apex Tecondogy is a fictitious name cried by Jax Apex Technology Inc..Florida Corporation, FIpWe Ergineer Business Na.7547-4745 Sinton Park Count,Suite 402,Activations FL 32224-904.821.5200 APEX Michael G Kozlowski JeRrey P Ammon Cemk B Munay PEN. 60839 PE No,Wads PE No.71457 rJUA.BC0 33lN PIy1 SEDN:17564/730/EAC IXy:1 FROM: DRW: WgL 23.8164 l ... DWI31115 yr10 r rpe - ' 5'YYO + 1'9.6 {aB C 12 T /,12715 ° .2%4 6T TMTJ in 5 HB trip tato N 3x4(81) � 1012 E D 5710 1 5710 t'9tl PA ' s•r10 ��i••e Lmdittg Crherla lyr0 Wild Creeds 9rww Comda lPPmm PSF1 mmscdmde ♦Mulmum Raactlons llbsl TC11 20.00 W nd Std: ASCE 7-10 Pill C1:NA CAT:NA PPMe in Ix Udee Ua Lac R 10 lights I Rh I RL IW TCM TAO Speed: 130 mph Pb NA Ce:NA VEK(Lq: 0"002 E 999 240 A 146 123 /74 1- 102 13.5 EI x"Ox Embwm:Closed Lu:NA C3 NA VERT(TL): 0.003 E 999 180 E US 1137 1190 1. 1- 17.5 SOOL: s"N Risk Category:11 Srmw Duroon:NA HORZ(Ly:0034E - - O -18 110 /3 1- I. I1.5 Om U' 32.00 ' EXP.c Tq:D.OWE - - C 22 IM) 1115 1- I It-5 NCBCLL:lal Mean Height 15A06 Coda l Mies Comda Creep FatlQ 15 Wn4 reashona based an Will So W: 2,00 TCM,4.2 DN EWg Cade: FBC2010 RES MIMTC C51: 0.266 A Min Bm Wdth Reg= 15 Load Donaldson:1.25 BOOL:3.0 psi TPI SW:2007 M.Bi D.172 E Min Bq WMh Rep= 1.5 Sinumn :241- MAI Permits Dial:h2 M h Rep Fx Used:Yes Mm b CS1:WeD.M D Min Bry Wath Rep= - CBCDim a:3006 "T :3g0,V10�0) Mfg Specified CambBea er: C Min 8,WMhmzS6dng5 A 8 E Fwelp=S5psi. GCO 0,18 mate (e): Type Wnd DurNian:150 WAVE VIEWVx.14.09.O1G0129.00 Mammose TODChard FOlaM Per Ply Lumber Dhm Oe Tena.Comp. Classes Tena.. ComD. Value SO:13B lE11etliw 6l3) A-B H -93 B-C 12 -3T Top choM 2x4 SP#2 BW Mood 2x4 SP b2 Maximum Bot Chord Farces Par Ply(IW) Webs 2x4 SP g3 Chords Teas,Domp. Choses Time Comp. Lumixr value set-13B-uses design values apprawd 113012013 by ALSC A-E 7 -5 E-D 0 0 Platirg violas Maximum Web Foran Per Ply 11MI Plates aimed for a minimum of 4.00 ag.mipiece. Webs Tem,Comp, Purlins B-E 249 -P6 In lieu W strueturm bonds or fil eending use p o iia mhuman,brace doom sa%flaws: Chats Spxim,hroc) Stamil Enb(0) TC 24 0,00 710 BC 61 011 IN Apply pWina W any March shwa or Wow Wes at 24-OC unless shown otherwise aeons. Wind Wits Islas based an MWFRS with undilonal CSC ember design. Adddic nal Noma The owned height Mlhia mares exduaIng ovM•ang is 240"5. NOTES: 1.This domm ng is not suhdeh alone for inem11a0on, Additional manniC um acxxonpanying thistruss drawn ,irm ade BC511-03. Mould be used in cmryndion*in the le"nedual plans doing installation. 2.Apex Txhndagy is a fidilious name awned by Jax Apex Terrible,Inc,Floods Conspiracy, Fbdaa Engineer Business No 7547-4745 Su on Pala Court.Suite 402,Jacksonville,FL 32224-904 821.52x0 APEX MiMasl G Kodowski Jeffrey PAmmon Deal B Mumay ®' PE No.60039 PE No.56544 PE No.71457 AKC33 %ya SEON:1)SBfilT201EAC Abdul Oty:2 FROM: ORW: J05A WIyI:23.8IM 1 ... 03911/5 4'1.12 T T�'e C- 12 2713 C p T lam, b_ w3%4(Bt) HB YB•8 H H i 1ttl17 D l2XX�4 �� °'1.12 0 4•r1z TW4 1'6 1.1.12 i T TI•a L"i CWerin rand Wind Crtluin Snow cr al I.pal CarolCanada ♦MWmMn Raacaom(IM) TCLI 20.00 WIN SW: ASCE7-10 Pg:NA CL NA CAT:W PP Delledlon in anal-fill LJp Lx R I U I Rw IM I RL 1W TCDL: 7.00 Seoul 130 mph PCM Ce:NA VEFUTUb 0.001 E 999 20 A 122 112 157 I- 182 I3.5 BCLL: 0 m:.00 statement Clced Lu:NA CC Na VERTji-): 0.002 E 989180 E 284 /112 1162 I. I- /5.5 BCDL 5.00Riek CaleSander,gxi 11 SCural NA HOR2{LL): 0.002E - - D 24 /- 17 /- I- 11.5 oro LIF 32.00 _ E8P:O Wd— HORZ(TL):0.004 E - C 80 /25' '121 /- I- -11.5 Ni 10.00 Mean Height:150011- Code l Minn Claude Creep Fr ..15 WM cordons based on MWFRS SaaM1 Y OO - TCOL:4 2 per Mg Cat FEC 2010 RES Mme TC CSI: 0.95 A Min Brg Width Reg= 1.5 Load Combat 1.25 all 3,0 per TPI Std:2007 Mme is CSI: O.I09 E Min Bi Width Req= 15 Sawing:240" MWFRS Paralid qct:N2 to h Rep Facture USM:Year Merrill U.WS C MinBrgWdthReel - CBCDista:300a FTIRT:3)(0y10(0) Mfg Spodrwd CemMr. salt A O E Fcperp=issues. GCp1:310 PlM Typge): WIM Duration:1.60 WAVE VIEWVr14.03dlGd19.00 Maximum Top Chord Fomes Par Ply(11M) Lumbar CMrds Teru.Comp. Chore Tem. Comp. Value Set:13B(Elbdiw6VlQO13) A.B W -10 0-C 19 -37 Top MON be SP M2 But MON 2x4 SP 92 Maximum IChord Forces Pu Ply(Ibs) Webs 2x4 SP 23 Comes Tens Comp. CMNs To..Comp. Lumber value x1.138"uses design values appeared 1/3012013 by ALSO A-E 8 -5 E-D 0 0 Platb,Mutx Maximum Web Fuca Par Ply(IMl Plates abed for a minimum o14.0o sq.m.l ince. WeM Tem Comp. Purlins B-E 206 -231 In lieu W structural Inaugural calm,ux purlins to laterally brace tlwMs as resume: Chord SpsdnlNin do) Shunfl) Emil TC 24 0.no 700 BC 81 011 7[O Apply parms to any MONs above or bdmv 0hem at 2100 unless Moan dhemix above. Wind Wind bads added!un MWFRS with abnormal C80 member design. AMMand Plates The overall height came truss excluding overhang Is 2-10.5, MOTES: 1.This burning is ra suMdent alone for imlallalan. Audi instructions aawmmnyiag this truss draaing.Irldude BC511-03. should be used in conjunction with the archilMural plans burns installation. 2.Apex Txlrndegy a a WRiaua name cannot by Jaz Apes Technolagy Inc..Fbdda Comae ri0, Flaide Erin ser Business No.7547-4745 Sutton Park Coal Suite 402,Jacked idle,FL 32224-9040215200 APEX Michael G aoLawski Jellrey P Ameran Derek B Mo.'PE No.60039 PE No.585. PE No,71457 ABCC33 WZ:l G8.e1M SEOONM::118/TI1HIPS RW:IAnnalist, gl _. OM1115TOl - T 10'11' T 311' T d 2 �B] T2 M4C T _ _ b H ag(A 81) Ds5X5(B1) ITgsU 1D'1'2 kil fall 4 a'H010E_OXS('� ]'1'12Y10'4 ITi� T3'4 1d S0']+12 1T11' - Lmdirrg Cteda(w) Wind CdI3WC5l Cteda AMaxknum ReacMn,tlbs) TCU: 2D.00 WntlStd ACE7-10 P9r NA 0 NA CAT:NA PP DeMcean in lac t/MO Ida Lm R IU IRa /RM1 IRL IW Ti= 7.00 Speed 130 mph PFNA C.NA VERT(ILk 0I E We 240 A 1339 /43 I- l- 1. 15.5 BOLL: 0.00 Emlomm:Closed Lu:NA Cs:NA VERT(TL): 0.358 E 585 212 D 1335 14M /- /- I- 15.5 BCOL 5.00 Risk Category:11 Some Duration:NA HORZ(LL): 0.964 E - Wntl reaction,oasetl on MWFRS a Des 6A8100 UP:C - HORZ(R):0.123E - A 1111.010elliti IS Al:10.00 Mean Heigh1:15.008 Lotla l Mbp CrflMM Cmep Factor:1.5 D Min Bel Noun Req= 16 Suffit 2,013TCDL:4.2 1BMg Cd:aFl3i RES Mm TC CSI: OT83 Be.,.A 80 FcperP=56i Lead Dandon:1.25 BC01..39 pN TPI SM:2007 M.BCCSI: 0989 Maximum Top LM1OM Fomes Par Ply llbs) Spacal 21.0' MWFRS ParaIItl DIN:O.W Rap Facture Used Yee Mm Web Cbl:0.177 Maxim Te op Chord r sM TlyOW) p. CSC Dist.'.3000 "IM 30(OyIO(0) Mfg Sped6ed Cambx. Clincials GCN:0.18 Plata Type(s): A-B 982-3192 C-D 900 -31A Wind Duralm:160 WAVE.HS VIEW Ven 1103.01G 012300 B-C 009-2896 Lumber Putlins Velm SN:13B(EBedGe&112013) In lieu of sWctuml panels an raid using use puMns Maximum BN CM1od Force Per Pty(Ibs) Tapcllord2x4SPlai T22x4SPR to lelaitly Geos cM1o.¢as(diems: Cm.e Tans Comp. Clards Tens,Cone. But dm.2x4 SP M40 Cad Nalang(in¢) Sol End(ft) A.G 2955 -891 F-E 2961 -BN Webs 2x4 SP BC 90 -OST 1].12 G-F Ml -880 E-D 2M3 -873 Lumber ptlue sN'13B'uxetltli9n veluecapptavetl ApplypudinsWany4 MsabovaorWmvfillem 113002013 by ALSC N 24"OC unless slumm dM1emm above. Maximum Web Forms Par Pty(lost Spacial Loads Wens TexeComP. Webs Tens. Comp. —(Lumber Dur,Fac=1.25/Plata Dur Faa=1.25) B-G 4b -3 E-C 485 -8 TC-Frain 55 TO at 000. 5500 7.01D B-E 19 0 TC-From 27 of but LOO. 27 PHM 10.92 TC Faso 55 pHel 10.9310 55 p6el 17.82 BCPianoIDPXel 0.00. 10PRW 701 Ell From 5pit at 7.01 to spiel l(i BC-Fran tripled 10.91 to lDp6el 17.92 TG 2521bCarc.1-OWN7.01,10.91 TG 17416 Con,lea]N 8.85 BC- 43216 Coo, Load!at ].01,10.91 BG 9911hCox.Loetlat0.65 Plating Name ('91 phoms)reqube spedel potlfiarng.Rater to smled Note Nd .it.foriq edtl Poatlbnirlg Plates sized for a minimum da 00 sell 1pie s, Wind Wim loafs and reactors Insect an MWFRS. Additional Notes The moral nepM1t MtMa truss excluding oveTeng is 2-105. NOTES: 1.This dmwirq is had sufficient blunderer installations, Addirintl indmgbns s'mmpanying this Was draatng, ll BCS11-03, obould Its,used in cmjuntltonaim the amGledural plans dur og Installatim. L xrmsogy 4 a!tidous name mend by Jax Amx TxM1ndogy Inc.Fonda Cor oration. Flame Engiraer ss Na 7547-4745 Suron Park Court Suite 402,Joakadmna FL VZNI-90.621,5209 APEX l G K7a5H Jeffrey P imeson Derek B Murray 60839 PE No.N. PE No.71457 [D.Ld, PIf SEON:9421 IT4011OMN Ory: t FROM: ORW: Wg15T41bs I _. OY31I15 8'11'8 17'11- 8'11.8 8'11.8 - 12. _ Bi5%5(R1) otaBAB,) 3%d(R,) 10','2 15X50 11.88'11.8 an17,11• Doubed(M Wind CAMsSri.CAmM 1PoR In P3 ) MBIC91 CAMs ♦M.Amum RNLBOn.11bs) 20.00 WindStd ASCET-t0 Pq'.NA. CbNAWT: PP Disticion in beV,M tW Loc R IU 1Rw IRhIRL /W TOO Speed.130 mph of.NA Ca:M VERT(11): 0.031 D 8911 240 AN0182 /2821- JIM /55 0.00 Enclopme ClmM Lu:RA Cs:NA V RTQL): 0080 0 999 212 C SBO /82 1282 I- I-5.00 . Rask Caay:11 S.Durtlan:NA HOR2{LL): 0.015 D - - Wind reactors Ca.ed on MINERS32.00' E%RC -" ):0.0280 - - A MinBMWohRe = 1.5 10.00 Mean Heigh 15.000 Code 1 hasp Cr da Creep Fedor 15 C Min BIB Width Req= - SPIN: 200 TDOL:4Y ad Bldg Code:FSC 2010 RES Mas TCCSI: 0.983 Bearing A Fcm,=565pal Load DuNon:1.25 BOOL:3.0 per TPI SM: NOT Mm BCCSI: 0,635 Maximum Top Chord Forces Pear Prypbs) Spdng:24.0• MWFRS Parallel OisL h to 2h Rep Factors Dud:Yes Ma Web CS1:0.110 CSC Dim a:3.004 FT1RT:30(OY10(0) MIg Speeded Camber, Cuda Tens.Comp, Cannot Ten.Camp. CC,0.18 Plate Type(s): A-B 433,-1051 B-C 437 -1051 Wind Ommion:160 WAVE MEWVII 1CO3,01GA12300 Lumber WIN Maximan Bot Chard Forces Par Ply(Ibed) Value Sm:13B 1EludIn 61112013) Wind leads based on MWFRS with additional CSC Chortle Ten.Com, CInNs Ten. C nrp- Top chord adSPp2 member deel9n. A-D 930 -339 D-C 910 -338 Bu chard 2x4 SP 02 Additional Notes Web.2M SP 0 Maximum Web Forces Per Pry jibs) Lumber value so"VV uses IN,values approved The 0..It height of this trus cost ouem.,le Webs Ten.Comp 1/30Y1D13 by A-SC 3-42. s-D 2e9 0 Platens NO. Plates sized lar aminimum of00 at in Purlins In lieu of ahucturel panels or rite wiling use purlins to legally brace clwrds as fo lose Curd Sinai oc) Star10) End(8) TC 24 0 D 17.92 BC 1 0.11 17,81 Apply Purina to any chords above or W.Mlere at 24'OC unles Move aheMm above. HamgealTies Recommended lunger wnneaons are based on canulaurer tested capacities and caefwlatona, onditions may exist that require diferent corrections than indicated Refer to manufacturer WOliwtion for addammid'mfIA...n. Beamgatlaadonx-177 usesthafdlo Mr, auppon concede: Beano,C (17'8",10'12)HTU26 Supporting Member'.(112x6 SP a2 (N)0.148'.V'nails into suppoNng member. (11)D.140'xl.5"rails into supported nmmear. NDTES: 1.This mewhq is nm suT(rat aloe for inMM On. Additional monstima accompanying this buss dreang,(Nude WEE 1-03. Mould the used In conjunction vlth line arNneaurel Flan during inSmladon. 2.Apex TechroM is a ficBl'ws name owed by Jaz Apex TochnoWy Inc.,Florida Corporation, Florde Engineer Buanss N0.7547-4745 Soon Pad Com,Suite 402,Jacksonville.FL 3N24-904 821.5NO APEX Michael G KMowsN Jeffrey P Amason Deck B Murry PE No.60039 PEW 59544 PE No.71457 ABCC33 Ply.l SEON:1]4501T33/SPEC AnatasiaA IlN: 1 FROM: DRAY: T06 Wgt 258.21ba I ... 0131/15 BPI tYCtt 1619 25511 31'PB NTt F MT 001 SL 11 SH'tt 645 aC11 STtt T1115 12 TIII \ • . n e 0 lelXF,�el lel12 (e (e) lelISR51 i �4A%RB1) Hm Btl ll� _ _ N M L K J -ZW4 -- 16P12� 6p1 T11Y6 T!'2 08'19 SPI 6V1 TH'15 Rt 10 1692 25P15 26T N' MT La Wing CrRoda leM Wind CHNHa S.CrKMIalP9Minn8 DeNG9 Cdleda AUMK UM RwdOna(Ilu) TCLL 2000 Wil ASCE 7-10 Pg:NA CC NA CAT:NA PP Collection in IocU M L Loc R I U IR. I M I RL /W TCOL: TO Sped: 130 mph PI:NA Ca NA WRT(LLI: 0.123 B 999 306 A 714 1185 1365 /- 132] 15.5 BOLL: 0.00 EIIdomrs.Closed L. NA Ce:N4 VERTITLI: 0.255 B 989 306 K M24 1625 1915 /- I- 15.5 BCOL 5.00 RiA Calepny:11 Sears,Demon:NA HORZ(11): 0.031 B - - H 325 194 12091- 1- /3.5 DOW 32.00 UP:C gaa0a- HOR2ZTLR 0.001 B - - Who reecgona based on MFRS tA+ NCBCLL 10.00 Mean Height:18.160- Cedal Mlsc CMerle Clap Factor:l5 A Min Big Wdth Req= 1.5 Said 2.00 TCOL:4.2 pd Bldg Code:FBC M10 RES Mas TC CSI: 0.693 K Min Bry Wdm Req- 2.5 Lod Dulmim:1,25 BCDL J 8 pc TPI Sd'. 2007 Mm BC CSI: 0.529 H Min Bry Wd1N Req= 1.5 Spd,:24.0- MFRS Parallel Da:0toW Rep Fedora Used,Ya Maswee CSt 0.952 Earnings A,K.B H Fcperp=555psi. CBCDIaa'.4.404 FFART:30(OV1e(0) Mfg Speifietl Cambe6 Madmum Top Chord Fomes Par Pry lb.) GCp:0.18 Pde Typeis): Charde Tens.Conn, Mods Tens. Cray, Pfd Damon 160 WAVE VIEW Ver 14.03.01G8123.m Lumber Wind A-B 710-1518 E-F 995 -in Vel.Sol 13B(EXoctle 1 v611rz01] Wind lode bard an MFRS eve maddest CBC S-C 11%-110 F- 5]1 -490 99 Top chard 2x4 SP 42 nostrum deal 0_E � -1n G-H 3R -'.nostrum Ooh chord 214 SP M-31 B3 2,,4 SP W30: Adbional Notes Webs 2x4 SPR3 Maximum Bol CM1ord Forces Per Pty libel Lumbervaue M-130-usesdeagn value a vd The overall height oft111a Wss scia lg overkalg ie 1/3952(113 by ALSC O 1185. Chards Te..Cgmp. Chards Tees. Camp. A-N 1371 -509 K-J 345 -4Gf Bmoing N-M 4A -280 J-1 945 -483 (a)Continuous lateral restraim equally spaced on M-L -295 I-H 45] -532 member. L-K w 560 -6]0 Plating Notes MAdmum Web Farces Par Phy(hba) scaled pldeapld tleteilare dbrslpeo positioning. Brte Webs Time Comp Wale Tar. Co., requirements. B-N 956 -926 E-K 750 -1915 PIMsizdfnamiNmumaf4.00sq.in.1pe , N-C 1495 -996 K-F 461 -515 C-L 493 -633 F-1 920 -]32 Purlins D-L 155 -406 G-1 620 -515 In lieu of muclural panels or dgd tonin,use purlins L-E im -539 to Iaersily brace chorda as follow: Chard Bpasidithoc) Smith) End(M1) TC 24 000 4450 Sc 75 0.11 4450 AWly purlins to any chorda amid or belox fillers at 24°OC unless moan oNenna more, Loading Trans pound!check 1m 20 W additional Callan rAON swe hod in areae with 42-high x 34-- de clearance. NOTES: 1.Telaomeilga Irohsufi'BINaloestOrinstall"m AdilioncinsWgionsaccompanyingtNab.adu ng,incl"BCSI1-03. should m used in mniuMionwilM1 the armNeYural plans during installation. 2.Apex Technology is a fictitious name owned by Jas Apex Technolosy Inc..Fluids Colpoletem, FMnda Engineer Business No,7547-4745 Sutton Perk Court,Suite 402.JacksonWle.FL 32224-9018215200 APEX Michael G Kmlaaski JMrey PArne. Demk B Murray PE No.60039 PE No.50595 PEW 71457 ABCGU Ply:l SEON:1]546/TDISPEC MalesiM Oy:2 FROM: ORW: TOB W9L 26].4104 / ... 03131/15 @0'1 13V'! 191'6 zs'IS 301310 3671 *` @P141'3 54"IS 3@'! T11Y5 2 9 � y\eG F\4%8 la) 1 2 (a) (el >%.TSRS)T n w6 fits S in a B2l Natell 1 _ right P D N M B2 L K J 1 T1P5 58'11 271 }16 @29 }}y 271 5" Tt03 1155 15('15 16 1918 25}'15 2@T 3171 38'413 4fT "ding Cr IVah Wind Creole gnaw Changes(pare apar, DaWCM Cresua A Maximum premiums(list) TCLL 04.00 Wind Sid: ASCE]-10 Pp:NA CL NA CAT:NAPP DeOetDon in lm U1 Ld Lee R (U )Ra /Rh /RL /W TCOL: 7.00 Speed: 130 mph %:NA Ce:NA VERT(Lq: 0430M 996 532 A 1645 /315 1]391- 132115.5 BOLL: 0.00 Ercbare'.Closed Lo:M Cs:NA VERTRq: 0.7114 M M 532 H 1639 1345 1739 1- 1- 15.5 BCDL 5.00 Risk Category:11 Snow Dishow..NA H (LQ:0.13] 1 - - WIN rental based on NIWFRS Dee BM9200 EKP:C Al 0.2491 - A gI I Width Req= 1.6 NCBCLL:10.00 Mean Hel 16.12h Code)Mlsccftoa Creep Faclac ISH Min Big Width Req= 1.5 Sb@d: 2,00 TCDL'.4.2 psi Bldg Code:FBC201ORES Mm TL CSI: Ono Bmm,xA3HFmM,=585pd. Land Duration 1,25 BCOL:3.0pd TPISW: 2007 Mex BC CSI: 0957 Maximum Top Dhend Fames Per Ply Ilbs) Spoke,:240- MWFRS Fears!Dig:h to An Rep Feature Land Yes Mm Web CSI:0.869 CSC Did a:446it FTIRT'.30(DV10(0) Mfg Special Camber Claude Tere.Camp. Cla4nda Tena, Camp. GC,,510 Plate Type(s): A-S 1441 -4049 E-F 92] -2214 Wind Duration:1.60 WAVE VIEW Vec 14.0 3016 012 3 GO B-C 1105-3013 F-G 1105 -2968 Lumber Loading C-D 935-2232 G-H 1441 -4033 D-E 1112-1641 Value SO:13B(Eaeateve 6112013) Truss handers a mmemum mee¢omal land or Top chom las SP All T5 W SP M-30: 1125#( 2523 pHl donpbP tlwnd,Irem dlMr NO dtord 2x4 SP W31:82 ZA SP#2 direation,to support where ind®ted Diaphregm and Meximurn Beat CM1ond Fortes Per Py(ibal Webs 2x4 SP mnnecfions am to be desgned by Ee,i.of Rel Chords Terw.Comp. Chords Tena. Comp Lumber value vel Y 3B"uses designvaluese d DUN Liberia 1 Farce(yq 5" Mb, Slut 4S A-p 3]62-12@2 L-K 2'304 -855 pprpve Cau t: 1125 206 TC O. 4458 113012013 by ALSC 1125 20538 BC 0.22 5.67.58 P-D 3754 M16-1236 K-J W49 -BS Gate 2: 1125 2523 TC 030 44.50 0-N 2(18 -]16 J-1 wild -1261 Bracing 1125 206.% BL 022 567 N-M 2316 -]t6 -H 3]48 -1293 (ematernuous laterat iealraiM equally specetl an Case J: 1125 2523 TC 000 558 M-L 1]06 -844 membu_ 1125 20566 BC 022 5.87 Case 1: 11M25523.23 TC 0D 5.58 Maximum Web Faces Per Ply(Res) Platens Notes win 206 022 66 BC 56] pates sized!las minimum d4.0D agJNpiew. Drag Lord for Wnd arty. Webs Tem.Lomp. Webs Tens. Camp. Truss paved check for 20 oaf addidaN bottom P-B 15 -49 L-E 93d -355 Pmlbhs [band five load in areas with 4T-hgha20-wide B-0 715-1611 L-F 486 -964 In lieu Of shushing pends or rigid ailing use purlins dearance D-C 916 -319 F-J 917 -317 W Usual brae brands as fdlcuse C-M Oly -934 J-G 716 -1606 Clwyd Spesugho os) Slan(tl) Emig D-M 922 -30 G-1 143 -49 TL 24 000 44.58 D-L 209 -248 BL at 0.11 5A7 Apply prime to any chpnds drove or below fillen d 24'CC udess shorn dtherwex above. Wind Wind IOMs bared on MWFRS with addiliarel CSC ember dedgn. Additional Nitrate Negraw:Usua lsl of-UM MA%.(San Max Real tabM above)Regdra ugift cmnmann. The overall height of this suss exdudng annual is 115.5. NOTES: 1.The drewir,is rat sulfiated dare for installation. AddN W insinuation accompanying this Ives drawing,begun BCSI 1-03, should be used in wnryndbn wM the amhiteaturel plans dude,installation, 2.Apv TxhndoWisafiddimsnamev by Jm Apex Te heeog im,Ra aCa rMion. Flombe Engin er Business No.]54]-4745 Shan Park Caud Suite 402,Jackson ille,FL 32224-904.821.520, APEX Midhad G Koibwski Jelhey P Arneson Derek B Murray ®' PE No.0839 PE No.6855 PEN. 71457 ABCC33 Wy:I SEEN:17548 I TS I SPEC Anala M Ery: t FRC13: ORW: T10 Aid 267.41be I .. 0131115 4P1 1480 1919 29211 31f1P10 Y+T1 049' @P1 5'4] 54"15 94.5 • n 12 9 4xtl'- F\IM Ian 9 4 17 (a) lel se G(sR31 12 T n �m Bl Iln .IXe 02) me re s 1 "raKup" P •0 •N M B2 rL K J I 7'1V5 mr-11 ST'1 319 @29 371 2'I'R SF11 T1P3 Tttl3 13f15 1B' 1@t5 243'15 2@T' 31YR %S13 N'T Loading CXprla mi And CdMde Snag Crlmda pi A PSFI Oaf@CSI Chums A Maimum ReseWla(IMI TCIL 20.00 And Std: ASCE 7-10 Pg:NA' CC NA CAT:NA PP DeBectrm in IOc Udell VII LW R I U /Rw /Rh /RL IW TCDL TOO Spe : 130 mph Pe.w Ce:NA VERT(LL): 0.490 M 999 SW A 18451833 11056/- I3U ISE BCLL: (TOO ErWmm:Olome Lu:NA Cs:NA VERT(TL): 5.784 M 679 532 H 1639 1833 110501- 1- 15.5 BCDL: 5.00 Risk Chinni 11 Srrw DunaW,NA HORZ(LL): 0.145D - - Add mac9ma timed m MWFRS Dee L6: 32.00 EKP:C - Ty:0.2491 - - A Min BM WWlp Re, 1.8 - - - - NCBCLL:10.00 Mean Wi 16.12R COdeIMNCcdanda Crop Fedaf.IS H Min Ory Audi Per,= 1.5 Soift 200 TC0.:43 psi Bldg Code:FBCMURES Mal CSI: 0.7]0 Beni A B H Fcper, 0450 LOW DumEon:1.25 BCDL:3.0 Far TPI Sid 2007 Ma BC CSI: 0.962 Maximum Top CM1OM Forces Per Pty Qba) Spady:24.0' MWFRS Pursue pe:h In a Rep Factors Used:Yes Ma Web CSI:0.869 CBC End a:4.483 111301 DID) Mfg Spshow Existed Chords Tena Comp. Chads Tem,Com, GCpc 0.18 Raft Typels): A-B 2204-4049 E-F w -MC4 Wed Duration:160 WAVE VIEW Ver 14.03.04G.0123.00 B-C 14M-3013 F-G 1189 -M Lumber Loedln9 C-D 933-2333 G-H 2262 -4021 Value Set:138(Effective&1/2013) Trvssirandles a mvimmuhonzontal load of D"E 512-1607 Tap MOM 044 SP#2 Ti,TS 2x4 SP M-30: 3075#( 68.9]pill along tap chord from mune! SotMoral 2x4 SP M-31:B22x4 SP p2: direction,tosuppamwneraindraLLN.Did, rs,ii Maximum Sot Chord Forces Per Ply(HIM) Webs 2x4 SP 83 connections arc m be Magna by Eyiner of Riad. Chords Tem.Comp. Choice Tem. Comp. Drag Loads:Fo q%) (PLF) Mb Start EM A-P 3162.18]9 L-K 2904 -1862 Lumber value M-l3B-uses down values epgaMd Case 1: W75 W97 TC ON 0459 p O 3ffi -140] K-J 2304 -164 1IM12013 by ALSC 3075 4290] BC 56] 12.83 Case 2: 3075 69.9] TC ON 44.56 O-N 2316-1612 J-1 749 -2132 Bracing 3075 429.0] BC 567 1283 N-M M16-1612 I-H 3]48 -2128 (a)Continuous lalaa redeem equaly spaced on Case 3: W75 68.97 TC 0,041 44.58 M-L 21M-1619 member. 3075 42907 BC 5.97 12.83 Case 4: W75 68.97 TC OW 44. Maximum Web Fames 58 Few Per Ply(Ii(IiRating Wands 3075 429.07 BC 567 1283 Water Ter alb Webe Terse. Carp. Plates sized fa a minimum d 4.00 M Jr,piem_ Drs,Load for wind study. Tms5 pe5sed chert for 20 par additional tMom P-B 144 -61 L-E 936 -355 Pudins Mordi1 Iorlinameswnh42-nighx24-- a B-O ]t6-1611 L-F AM -994 In lieu Watmdural panda orngidcaling use purlins deards. O-C 9% -319 F-J 917 -317 tolaterallybmm Madamfolkxn: C-M 486 -991 J-G 716 -1606 Choul Smdng(inac) Shamir) End(fl) D-M 972 -30 G-1 143 -66 TC 24 OW 44.58 D-L 219 -248 BC 4 Oil 44.47 APWypukmtoanychaWntrium rbeatNNm st 2C OC unless snvrvn aMrvnm above. And Wind Imam based an MWFR6 wind addNane C&C memberdesign. Adult Notes N%mm,rea Sona)4 83M MA%.(hes Ma Reaction bade atom)Requires uplift connection. The Mlrall M1egM ofthis Wv excluding Ovdhang is 11-6-5. NOTES: 1.This dreary is nW aufideM etre Iaindagation. AWibanalimlmdimsa mpenymgtnistmssdmti ,irc WSBCSI1-03. Mould to used in conjunction vein the architectural pans during i hotimmn. 2.Apo Technslyy Is afwlMous re11e sense W Ja Apex Technology Inc.,Florida Corporation, Flonda Engineer Dueness W.754]-4745 Simon Park Court Suite 402,JackwnvilN.FL 32224-904 821.5200 APEX Writ G KoAxidud Jeffrey P Amason Demk B Murrey 639 PE No.60PEW 58544 PE Na.71457 ABCC33 PIy.1 SEON:1]463/T5ISPEC AnataveA OIY: t FROM: DRW: T13 WgL m.]Ias l ... 0391/15 82'13 11'118 16'11" 234E 271'9 328'1 3]4' N'J' ST13 5011 f11T 3TE fi"1 5'111 SVt2 T 12 4C' - TC suit, sI w�41f8)Bw3%4 p »la K\ytal 1 G3 _ _ l H Starz mu U 81 T S R O P O N M -214'4am 31'413-may e1•t 6147 Py8 122 SC r1V6 i1L{_ 4712 + 41'6 i 73'12 et"t rang la Ir moa 2M 32432 0754 4fr Leading CMarts 5070 WNW crit Snow CdterlelpeMinnn OalUCSI CHIeda AMadmumiteacgone(IM) TCLL WN Wind Sad: ASCE]-10 P9:NA CL NA CAT:NA PP Deductionin roc UMB UB LadR /U es/R /Rh /RL IW TCDL: 7.00 Speed: 130 mph PI NA Ce:NA VERTtIq: 0.131 N 999 258 A 548 11]2 I- /- 1- 15.5 BCIL: 0.00 Enclosure Closed Lu:NA Ca:NA VERT(TL): 0.278 N 920 258 0 3025 /964 /- I- /- /55 BCOL 500 Risk Category'.11 Saw Duration:NA HORZ(Mk 0.029M - - L 1117 1013 L /- /- /3.5 Deal-d. 3200 UP:C HORZrrLk 0.056M - - Wind dexdons based on MWFRS wk.• NCBCl1:10.00 Mean HegN:1500 ft CMa l Mi.Crrada Creep Fades:1.5 A Min Bq Wirth Req= 1.5 Soar: 280 TCM:43 put Bldg Cods: FBC201O RES Mar TC CSI: 0.894 0 Min Big Wood Req= 3.2 LOW Duratlwc 125 BCM:3.O Ip/ TPI$Id: M07 Mar BC DSI: 0953 L Min Bry WMh Req= 18 S 240' MWFRS Parallel DM:0 to W RW powers Used:Yea Max Wart,CSI 0.]65 Searing.A,O,e L Fcperp=565psi. �� CBC Dist a:4468 FTIRT:30(Oy10(0) Mg Spedlbd Camber GCR:0.10 Plate Type(sk Maximum TTop Chord FOCa Per Ply,.0 Was Dural 1.90 WAVE.HS VIEW V¢14.03.01G.0123.00 CMrgs Tastmnp. Chorda Tens.Cmnp. Lumbar PMtlrg Notes A-B 413 -8l9 G-H 2080 -653 Value Sd:13B Effective7019013) (+t)-This gutewana ro�bMh tlnb covered. B-C = -74] H-I 305 -12® ( t C-D 202 -102 1-J "n5 -NSM Top tlwM N4 SP C2:T3,T4 bA SP M-30: Males vied les a minimum of 4.00 m polpiere. D-E 201 -402 J-K 789 -2579 Bachow,vASPIM30:131NASPM2: E-F UM -139 K-L B% -2643 Wimew SPi9 Purlins F-G 2061 -653 Lt Esakr9ESPro2:BLOCKLENGTH= 2.]50' In lieu of structures panda or ngW wiling des,porins M Slider 2.SP 19:BLOCK LENGT1= 1.750 to laterally brace charge as hallows: Maximum Bart Cllmd Farces Par My(11m) LumbmvalueeaP1 SB"uses dawn blues approved Chord Sprenown w) Skr(o) Endo) Charge Tem.Cond, Change Tank. Comp, 11MM13by ALSC TC 24 am 44.58 BC 57 000 44.58 A.0 6]0 -210 G-P 1175 -M Bracing Apply purine to any dards above or tool fillers U-T Bye -212 P-0 2638 -7B (a)Continuous laleralmoment widely spiced on a 124'OC under shown dhemise shore. T-S 168 -836 0-N 2838 -]02 ro mbec Wind S-R led -836 N-M 2413 -TP Spacial Loads Wind loads and read.na based on MWFRS. R-0 Gro-1920 M-L Sawa -M -(Lumber DusFac=125/Plate Dur Fac=125) Leftwunlencrisexpoaedmwind Maximum Web Famous Par strikes) TG Fran 55 pit in OADW 55 pout 11.M Webs, TmeComp, Wert Tens,Comp. TG From 55 pit at 11.98to 55 as ea 1692 AMNoared Noln TO From 55 pit 1642to 55pout 23.52 The overall height of this tress excluding meaning is U-C 131 0 0-11 1070 -331 TG From 27 pit as 235210 27 pi sa 26.92 a6-2. C-T 1n We H-P 1655 -215 TC-From P pout Wg2lo 27 pit at 37.58 Migrant414 From 55 plat 37.5810 55 plat 11.58 D-T 152 -233 P-I 510 -16 BC From IDpHadd to 10plat 1600 T-E ]da -228 -N 191 0 BC From 10 pffat 16.0010 toxins 2352 E-R 282 -655 N-J 353 -325 BC-From sport 23.5210 Spout 2858 R-F 1670 -512 M-J tel 0 B6 Fmm 5pit v 2858 to 5pi 3752 F-0 435 AM BG Fran layout 3752 to 10pMa1 4456 TC- 174 to Cow LOW ea 23.52,2552,2'].522952 3152.33523552,37.52 BC- 9910 Cmc.Loa!M 2352.25522x52,2952 31.52,33.52.3552.3752 NOTES: 1.This gracing a mi upward years hminstaxond. Additional submwons axammlrying timman dradmng.include BCSI 1-03. should be used in conjunction with she archo mual plans dung indelawn. 2.Apea Technokgy is a frdrious name awned 4 Jax Aper Technology Inc.,Room Corymdid Florida Engineer Business No.]W]-4745 Sutton Park Cour,Suite 402,Jacksonnlle,FL 32224-904 8215200 APEX MiMad G Koxcedra Jeffrey PArmand Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC33 Ply., SE0N:17436ITW/SPEC ArwlaalaA DIy.2 FROM: DRW: T15 Will:118.21be 1 ... 0131/15 11'11'8 1TY8 B'1R 5'ID' S'1V 8'17 Ds4n 4 1212 .. .41..D- E\4%5 1 m Ay4 9 F%W- G- , ,012 J I H F 1' as 2111' *-I 5'11'12 5'11YRk El '12 5'11'11 5'11Y2 11'11'8 1711-4 23'11- Loetlirg CrXagi pare Wind Crrarla Snow CfKerl ft,R In P3F) DedUCSl ethers A MWMum Reaomons(Ibe) TCLL 20.00 Wend Std: ASCE 7-10 Pg:NA CL NA CAT INA PP DellxBon in leo Udell LIIJ Lac R IU I Rw IRO I RL IW TCDL: 7.00 Speed: 130 mph PINK Ca NA VERT(LL): 0.0881 999 257 A TI6 1117 /3781- I00 15.5 BCLL 0.00 Erdpwre:Most Lu:NA Ce:NA V£RT(R): BAN I %9 257 K 778 /117 /376 I- I- 15.5 BCDL: 5.00 Risk Calegory:11 S.Common:NA H0RZ(LL):0.035 F - - Wind merchant hated on MFRS DesMass do- EXP:C — - HORZ(TL):0.088 IF - A 414 WtlW Req= 1.5 .. - NCBCt-L 10,00 Mean Hargis:1500 ft Cocks/MNC CdMrla Creep Frits:15 K Min BMAmih Req= 1.5 SoeH: 2.00 TCDL'.L2 pat Bldg Code:FBC 2010 RES Maki MgNt BNrngsABKFcWp-565pw Load Ourelian:1.25 BCDL:3.Opd TPISW:2007 Mex BCCSI: 0.586 Medhowe Top Chord Foreaa Par Fill(the) Sparing:240," NrAFRS Partite!Dist O to 2h Rep Faders Used:Yes Mn Web CSI:0.235 CBC Dial a:3.00 ft FTIRT:3goy1 q0) Mlg Spetified Camber Chorda Tera.COmp. Catch Tera.Canp. GC':0.18 PkN Type(s): A-B 610-1358 D-E 4P3 -109 Wind Duration:160 WAVE WEWVer14.03.01G.0123.00 B-C 4%-125t E-F 4% -1251 Lurcher C-D 4C1Z F-G 610 -13% Value Set:13B(EBedive 6/1/2013) Masterson Bat Chord Fomes Par Ply(Its) Top Chord 2x4 SP m2 Create Tens Comp. Chorda Tars. Comp. Bot dnprd 2x4 SP 42 Waba W SP g3 A-J 1145 -411 I-H 1145 -413 :U Slirkr 0,.G SP a2:BL0CK LENGTH= 2750' J-1 1145 -413 H-G 1145 -411 Rt Sider 2x8 SP w2:BLOM LENGTH= 2750 Lumher value ad'10B'uses design values appruvad Maximum Weh Force Per Ply(Ibe) 1130,2013 by Al-SC Wahs Teneemen, Webs Tena. Camp. Plating Note J-C 112 -19 1-E 130 -= Plalessizadfurmrdnimandl00aq.in/pisea. C-1 137 -303 E-H 112 -19 D-1 314 -56 Purlins In lieu of Yrudurd prowls or rigid calfs p use pumme W Nearly brace ctrards as tolbwa. CIwrl Specirg(in act Strength End(ft) TC 24 000 2392 Be 120 ON 23.92 Apply purlins to any choms above or hetero filler a124'OC unless sheen dmwwise above. Wind Wind bads basad on MWFRS with additional CSC m».xnber design. LM and right cantilevers are exposed to rind AtltlMmal HOM The overall megM of this mas seducin0 ovttharg is 4F2. NOTES: 1.This meeting is not siddml alone for Installation. AIX anal Ndrvdionsx p Wry gthistrvUdravnng,irldutle BGSIl-m, should be uW in confurc0an vnm me arrJrBetlural pane doing Installation 2.AFex TerilrM isafiditicusnameaw dby Jae Apex Ted oWylnc.Fkdda Conpeatlwr Florida Egin res Business No 7547-4745 SUMn Park Court Sure 402,Jacksonnlle.FL 32224-904 821.5200 APEX Mitluel G Kozlowski JeH1rey P Arneson Oerek B Murray ®' PE No.60839 PE Na.58544 PE Na.71457 ABCC33 Plya SEON:1]441 T10/SPEC AslaslaA Oly: 1 FROM: DRW: T10 WgC 103.OIEs / _. 0131115 8'1'0 11'11.8 1773 39'11' 3'1'0 5'10' s'10' Cal 12 4. -. ril S Del a3%41e1) _3X4(81) 1A C, �wrz H G 511't3i f, " 5'11Y3 511'E 511Y3 11'11'0 17119 N LOMIng CrllerM 1pdi WIrM Garber SrIUN C~Ia Opal.POF) Da1BCSI Cdbda &Maximum Reac0os llba) TCLL 20.00 Wind Sud: ASCEI-10 P,NA- LINA CAT:NA PPDef18 min Mcl/dat1 ilei Led R IU IRN /Rh /RL /W TCDL: TOO SpeeM 130 mph PI NA Ca:NA VERT(LL): 0.129 G 999 2" A 77`4 1110 13W /- IN 16.5 BOLL: 0.00 Enciwua:Carl La NA Ca:NA VERT(TL): 0.240 G 999 201 E 774 1111 1350 /- /- /5.5 BCDL: 5.00 Rlek Category:11 Stix Dum0s:NA HORZ(LL):0.045 F - - Wind readers hesed do MFRS Des LM 32.00 El(P:C sawl 0.080 F - - A Min Bry W1Mh Req= 15 _ NCBCLL:1000 Mean Heigh:15.00& Code l MI CriMrla Creep Faster l.5 E Min Bq WiMh Req= 1.5 SOIM: 2.00 TCDL 42 pd BMg Cade: FBC2010RES Mm TC CSI: 0.52] Beanags A&E popery=535ps. Lou Designed 1,25 BCDL:3.0 pd TPI SM:200] Mm BCCSI: O.719 Maximum Top Chole Fdrcea Per Ply(firs)Spacing:240" MWFRS Parana Cid:h b 2h Rep Facture Used:Yea Mar Web CSI:D.394 Chace Tena.Comp. Chortls Tem. Carp. C&C Did a:300it FTrRT:30(Oy14(0) Mfg Specified CBm0a[ GCpi:010 PIM,Type(s): A-B NO-1391 C-D Still -1= Wind Duration:1.60 WAVE VIEP/Ver 14.03.01G.012100 B-C 531 -1239 D-E 3B0 -1691 Lumber Maximum Bel Chord Fortis Par Ply)lal Value SataBlEflestire BI1Q013) Chords TerisComp. Chorda The. Comp. Top chord 2,4 SP But ch.al 2x4 SP R2 A-H t519 -569 G-F 1519 -510 Webs W SP 03 H-G 1548 -570 F-E 1549 -`JA Lumber hue sent'13B'uses design value eppro mel lnOd?013 by ALSC Maximum Web Fames Par Py JIM) plating No[as Webs Tans.Comp, WOba Tem.Camp. Plaes a¢eol for a minimum 44.00 not.in balance. H-B 148 0 G-D 213 -SOB 11-G 213 -SOB D-F Me 0 Page C-G 410 -129 In lieu of structural poria or and aigng use WdinS to IantaWly brace Words as raiders, CBOM Spacing(inoc) Surgfl) Errdlfl) TC 24 000 2392 BC 120 0.il 23.81 Apply Forms to any Words all or beJwvnllem at 24'OCunless III Mher mse macros. Wind Wind Ideas based an MWFRS with additional C&C dmbercenagn. Additional Nota The overall hostile of this Wss excluding wremarp is 0.62. NOTES: 1.This dreMng is he sulfuennt Ise for installation. Addilidn&instructora Accompanying this truss passing.induM SCSI 1-03, should tax uaud in dmjundcn rile the andhiledural plans during repul ion. 2.Apsx Technology is a fidbious nacre dined by Jax Apex Technology Ind.,FldrMa CorporationFlorida Erginee, Business No.]54]-4745 Sullmn Pak Count.Suite 402.JadumnsiN.FL 3234-904.8215200 APEX Mitlrcel G KmIm,,sd Jeffrey P Arneson Derek B Murry PE No.60839 PE No 58544 FE No.]145] Magagges- ABC033 PIY 1 SEON:1]430 I T3 I SPEC AflaorsaA Ory:] FROM: INiW: Tt] W9C120.4Ibr / ... U31115 3'11'13 11'11'0 1%11Y 231P Y11'13 T119 T1t'H - J'11'15 TIIIII iPWR1) I 13 0� 4 13 .53y lllllll v g C rsx]tsasl @ ml do 6f' wumB 6.4x4m1) 1 �rna Sap H G 3'Itl9 @13 @13 YIV3 J'1(TJ 11.119 NVll 2511' Leading Cdlade V+1 WLW Orleans Snow CHMrM(PpPi Pan DeMM CCdbrla A Maximum Reaa00ne(la) TCLL 20.00 Wind SM: ASCE]-10 Pg:NA CI:NA CAT:NA PP OalMsScn in bo Udsl LM LocR IU /Rw /Rn IRL 1W TCDL: TOD Speed: 130 mph PI:NA Ca NA VERT(LL): 0.132 G 990 280 A 796 1228 13M I- 12M 15.5 BCLL 0.00 EndosumOpeed Lu:NA Ca:NA VERT(TL): 0.264 G 999 284 E ]98 1228 IAB /- I- ISE BCDL 5.00 Rink Category:Il Snow Duretlon:NA HORZ(LL):0.047 F - - Wind reactors Meed on MArl Den Ld 34.00 EXRC 'alsr/0'•- HORZ(TL):0.093 F - - A Min Bg Wft R"= IS NCBCLL:1000 Mean Hight:15.0R CodelMhoc,lbda Creep Facia lS E Min eq Width Rat= 15 Soffit. 2,0) TCDL42 par Bldg Code:FBC MIO RES MinTC CSI: 0.028 Beannga A O E pope,=5650. Load Daa5an:135 BCDL:30 par TPI SW: 2007 Max BCCSI: 0.978 Maximum Top Chord Forted Par Ply(IW) Spacing:24.0MWFRS Parallel DM:N2 to h Rap Faders Used:Yea MrsWeb CSI:0.384 Chorda Tene.Comp. Chance Tena Cane. CBCCinde3.00R FTIRT:30DV1o(0) Mfg Specified Specified Camb GCp:0.18 Plate Type(s): A-B 716-1IX10 C-D 366 -903 Wind Duration:1.60 WAVE VIEW Ver.14.03.01G.0123.00 B-C 306 -933 D-E 716 -1510 Lumbar Valor Se1:13B(ERMOMWIM13) CMaxlman CngFacxver PN(IMNB TOns.na.ComD, Chorda Tena.. COMP. Tap fired 2x4 SP p2 Bot Wesad U4 SP d2 A-H 1705 -816 G-F 1](15 -653 Webs2x4 SP g3 M-G 1]05 -651 F-E 1]00 -618 Lumbarvtlw W"1313'uses design values apprared 11011013 by ALSO Maximum Web Forces Per Ply Nor) Weed Tes.Comp. Wena Tau.Comp. Bmcing (a)Continuous looms resmint e0ually spaced on H-B 125 -44 G-D 551 -1033 member. B-G 551 -1053 D-F 125 -M C-G BE -1M Plating Were Plate.shed for a mi osen as00 ag.in.lpince Paribas In tieu of studuN panels or rigid roiling use submit to Isemlly more,shads as follows' CMN Specing(in oc) Sordid) End(R) TC 24 G00 23,92 Be 100 0.11 23.01 Apply pulins to any chorda above or bekrw Illen at 24-OC unleae sham oMnvise above Wind Wind!Was based m MWFRS with additional C&C ember design. Additional Notes The over&I height mthis Wes excluding orcmmg is ]-915. NOTES: 1.TNS dmMrg is not sughtienl alone for insmllsi0n. AddNans insmgio s awmpunying Ihls Wsa drawing,Include BCSI 1.03, should W used in coniaMan"n the architectural pans during installali0n. 2.Apex TecMdagy is a Wilioua norma vaned by Jax AM TecnMa9y Inc,Flonde Caymlion. Florida Engineer Business W.]N]-4]45 Enron Park Court,Sure 402,Ackwholle,FL 3Y124-904.B21,5200 APEX Michael G I(naloasld Jeffrey P Ammo Derek B Murry PE No.Man PEW 58. PE No.]145] R.I V V!S E HOMB FILE COPY SUBDIVISION.Beach Country Club LOT NUMBER: 33 MODEL: AnastasiaA u.CAl�Abs I .[.[r DESIGNEDICHECKED: EAC/DB g a I eor mr 1rMETRU TSSeor U 4 01••10•a ror T$UEMUS ror wr ear ror ror APEX P, eor 8 ro 6 � � � ror h • • � 5 a mr L )zb3 mr This drawing is not sufficient alone for installation. z sit' Additional instructions accompanying this drawing. Wincluding BCSI-B1,should be o a s or used in conjunction with the o ffi architectural and structural Sof plans during installation. If rc WBCSI-Bt has not been W shipped to the site with the 0 o 3 sof components shown on this o LL or page,please contact Apex Technology for a free copy. 0 � WPermanent bracing for the i building,including bracing to or resist wind, seismic,or other IS lateral forces,and permanent E , bracing for all structural eJer■artlBtii the responsibility IFei!n ' r Record for szr .ca �� O, Rgt�B building esigner tjf PI1- 20 r% ? S F SS O A I ' ��•� ALE ■ ��,- . 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL,32224-904.821.5200 03-31-2015 .L 64L I S.04ZE 6 40f ZOf mr wr wr ror eL z F wr m ° wr R ror wr 0 or esor $ 9 0 S eu niH 3 Lor j xEar a wr z 3 Fwr 3 0 wr 0 wr LL zor Lor w I y.oz J.ro APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA CITY OF ATLANTIC BEACH FILE C®Pni' Building Department 0 800 Seminole Road Atlantic Beach,Florida 32233 (904)747-5800 PLAN REVIEW COMMENTS Permit Application # /7S/ /��1 o// �eot� Or. Property Address: /,$-- SF4 - o'/ 7 Applicant: A/Vel-siole E-1pvyilS Project: J7WAV 14vr-a- This permit application has been: Dr Approved 0 Reviewed and the following items need attention: l nts -Por k, wv1/ el/so a0y 44 .P Svrnmsr �c; Please re-submit your application when these items have been completed. Reviewed By: iI"1 O, Date: Z/-/ °/-lS R!4^. T /S�.Sf R - 8, 7-17 dTGih✓T,c BoY �•G . 1tifsR-U,r rs s � �givf; to X . ys' qo ` C�' vs 7s/ G �fd' ease /8 /2. (.7 * 13 -3-30 8.67 /7 u°) A%r 2703 677 2 76 3 z3 7 7z/ G.- SITE PLAN LOT 33 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL GRAPHIC SCALE \ m > m S.Ifi' ( DT FEET ) .Q CO 1 Inch = 30 H. DENOTES PROPOSED CONCRETE tO P frq 1 oG ® DENOTES PROPOSED PAVERS ® DENOTES PROPOSED PA4ERS 0 DENOTES CHEMICAL 7011Ei – DENOTES NTURE 4' TREE Vel\ ' 1. W.�- 9.6 l�f`p' .✓ OD 10.0 5.17* 15.0mo. 5.1T � VpS n so \"o4x 9.4 ms' s A J\ A/C PADS NAVE A S SIDE/REAN SETBACK GO _ P "fo FFF or.•T. o.EE+�w a..,"m��xo \ _ o FoxoIr ,I x or NO ITE PLFA SAFE Ily HAVE—SISSFOUTOT REVOSSISIS AFTSFt S115 IFTI FRIT FILL ® Ro.ISO III I— u[cart"Ex 0num nns .[rt' p1xYE TPBI£ IF Iwo ¢D IS SITE rtw+d n.reunw<ss¢ron¢wrv¢p nwn,¢ IS Sr.r< x ux w ¢0 nVl • rv" x ® •Ma.Y,mo..¢ o SIE .wLa".«." �uxE TABLE TOTAL0D LOT "m• Sy EOrt zt x. _ +RI moss n SO or 'P°I rw <x%Ex j— ITT ITISTSTO'El TO FTE e n IS IS b _ •/t P-SI a wu[is A.E _TO SIOSOF IFO ISS x° big 1 wuSFILL-�!um°y Eww""m�l grtx/cw PLEASE Pnx Yui uunm.ux Y nu+<Exu mv6in°an u[uw cw xa+oaa•0xm•wx•u xxa So.n z.rwaz.o owx:¢ewe0si ��dw Sgs w E PKBPM11 FOR:RIVERSIDE HOMES CPIOD'123' 11'o-RIVERSIDE HOMES BARTRAM TRAII. SURVEYING. INC. I.OTU 9URVS'YORS - PLWNER9 - LND DEV6IAPYBNT CONBULTAN}S T/ 1501 COUNTY ROAD 316 Ru N0. TOB (DO° Y.e{-SSPt GRBEN COVE CAEE OF PL OID PA% B04 PB4-PE6B tr-paaa, CBRTIFICAIB OF AUTHORIZATION 18 /6D 1 COPTRIDIiT 0 2015 10FAT,OFI: a yM/1) �LM1Y�SIs 1..t' .� Frl v/4 S IYiS 41111`W III Fo- $: IF S,"..1 .,x.,eta„�<�N;X•:"I.,..< S,matt".....a e , �.w n ]n./] '- s=' Etn xox coxP�c ,..,S N.vc.,.o 'Oi"r. ."< e ox/.M a ne„oeWg"a' an ;sxau'ou vw. =� r RAYMOND PAUL SJTNERLFND, P.s,, — am 0 •zM - "Wi��r..� $TATE Of fLOR10A LICENSE NUNBER LS 6A]J TmMn SxEET_Of1 CITY OF ATLANTIC BEACH .f 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 DIM�' MECHANICAL HVAC PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-MECH-1788 Job Type: MECHANICAL HVAC ONLY Description: HVAC- 3 TON. 1 AC, 1 AHL) Estimated Value: Issue Date: 7/27/2015 _Expiration Date: 1/23/2016 PROPERTY ADDRESS: Address: 1751 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: A/C MASTERS HVAC INC Address: 11243 ST JOHNS PKWY APT 3 QA CHARLES STEVEN CRABTREE Phone: 904-722-8995 PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to inspection. Failure to comply will result in a failed inspection and reinspect fees. No exceptions. FEES: AC and Refrigeration 824 00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Furnaces and Heating $20.00 TotalPayments: $103.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 A*J4,4is- Ph(904)247-5826 Fax (904)247-5845JOB ADDRESS: r1 lc,� �f.yc PERMIT# PROJECT VALUES 5q NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit 3 _ Heat: Unit Quantity I BTU's Per Unit ��_ Seer Ratin Duct Systems: Total CFM 1-),00 REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name R(Vte'�Sil rn c-s Phone Number Mechanical Company /1 + C �s rs / - Office Phone 7J.)-)J.) y� Co.Address: 5 �rt 3 � �� k y City State j Zip 3-W License Holder(Print): s ,� vu b�'e' to Certif cation/Registration# Xotarized Signature of License Holder r � S ' DEBRA ANN HOISINGTON Sworn and subscribed before me 's 4 day 20 :M MY COMMISSION#EE213758 1 Signature o EXPIRES October 15 2018 f Notary Public ,, •u•`• FW�d8Hpt8fy$e1VIf.YtOfB 007139&0153