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1137 Violet St single family residence permitCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16 -SFR -1222 Job Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY HOME Estimated Value: $200,000.00 Issue Date: 3/2/2017 Expiration Date: 8/29/2017 PROPERTY ADDRESS: Address: 1137 VIOLET ST RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BUILDING UNLIMITED ROOFING & SOLAR BUILDING UNLIMTED, CGCOSS901 Address: 12620-3 BEACH BLVD # 181 JACKSONVILLE, FL 32246 Phone:954-235-8307 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $390.00 UTIL REV RESIDENTIAL BLDG $50.00 STATE DCA SURCHARGE $11.70 SEWER SDC -SYSTEM DEV $4,050.00 CHG STATE DBPR SURCHARGE $11.70 WATER CONNECT/TAP & $185.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES WATER CROSS CONNECTION $50.00 WATER SDC -SYSTEM DEV $1,140.00 CHG Total Payments: $5,988.40 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. OFFICE COPY CONSTRUCTION SITE MANAGEMENT PLAN 0 bhp 0 T S d°"*0 LOT 0 lV- �p O { loT 3 e v� Y V I Q O O0© � Ox O mJ U. 14S c1Map Output Page 1 of 1 JAXGIS Property Informalon OFFICE COPY http://gismaps.coj.neVVvTBSITFJDuva]MapsSQL/toolbu.asp 6/7/2016 'I- http://gismaps.coj.neVVvTBSITFJDuva]MapsSQL/toolbu.asp 6/7/2016 MAP SHOWING SURVEY OF LOT 4, BLOCK 193, ALTANTIC BEACH SECTION 'H", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 18 PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DESTINATION TOPOGRAPHICAL AND TREE SUM SURVEY; DATED SEPTE BER 9, 2015. S, LLC OFFI� WEST 14th STREET (Nm FAM) (W.o roar RION Y—WA ) g Y OR bo a� tyJl] x,•a =1 MEL w. 1/Y .ql ro ryxl (Np w.) LOT J TJ'© °-*0 1 M LOT 5 0 ENn. LEGEND C0N mHN1 r p' p Ip � INC. yC Xk xmx Nvf w 900 RPE p a o a O/E O1 N J a m O/r aLmun 1u59Nwx fil J96-6]94 x pAass-cur mrf(9W) FA% (904) ]96-9991 ' I � p• 1m roo w 6wx gb ,5°�9� l" � O yl l° qa s6i t/x• xmtN 1. I Cant �' No. ].ro �rs s. ' Av 6es1 tl.IrmineE rmm on InePemon or rlwtl Ins,Rnc. Nnb Map: 12075 0,09 X 9. ]. No ob4uc[ of nw w=d. . Na o1.cl Nr aeemnb. Not wllE u Ian Suneyoic C^nlf b Nu ,ws d N.mN. Eabtl 9-]-1J. Ue IOMe/Mux 4. BoaN or Bwrinpa: N/A Dlflckl Snl am6ouetl eurvptl Ne In Zane X', I rc 6a,t© ��] six I E 9I I!I o ,y. �l O I 10 5 I1 .14 v x,•a =1 MEL w. 1/Y .ql ro ryxl (Np w.) LOT J TJ'© °-*0 1 M LOT 5 0 ENn. LEGEND C0N mHN1 a Y INC. O xmx Nvf w 900 RPE p a o a O/E O1 N J a m 0 ENn. LEGEND C0N mHN1 ECK LAND SURVEYORS, INC. O xmx Nvf w 900 RPE O/E MNKM f1cCMIC IfifiO QAEILSON SrA O/r aLmun 1u59Nwx NCNSONNLIE. fLORWA J2Y0 J96-6]94 x pAass-cur mrf(9W) FA% (904) ]96-9991 1m roo w 6wx xrs rlm ro r_NFL 1. NOTES: Thle le o: Bou Mry eurvry. Cant �' No. ].ro �rs s. ' Av 6es1 tl.IrmineE rmm on InePemon or rlwtl Ins,Rnc. Nnb Map: 12075 0,09 X 9. ]. No ob4uc[ of nw w=d. . Na o1.cl Nr aeemnb. Not wllE u Ian Suneyoic C^nlf b Nu ,ws d N.mN. Eabtl 9-]-1J. Ue IOMe/Mux 4. BoaN or Bwrinpa: N/A Dlflckl Snl am6ouetl eurvptl Ne In Zane X', Inman' 1'=20' Lum B/28/15 FIELD BDDK 735 PAGE . DRAFI51AN. J A B ORGOi } 15-205 — A COPY s=>sw?�;. CitvofAtlantic _APPLICATION -NUMBER u�9a Building Department �� (To be assigned by the Building Department.) i 800 Seminole Road MAY y 2016 Atlantic Beach, Flodds 32233-5445 — — I zzZ Phone (904)247-59826 Fax(904)871545 8 •'Y �;;ip� E -mad. building-dept@wab.us Date routed: Z Cityweb-sitehttp//www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: VIp L(2:::—( Applicant:t��l7lLDINC OA.)U A tTG , Project: I�1F-rte -SIICY'L-E PPrrntL- �'E'©M.E. ` Review fee De artm krmevlow uimd Yes Noanding Ic ii Public SafeFire Servic Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management Distdd Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Reviewing Department First Review: (Circle one.) Comments: BUILDING PLANNING & ZONING TREE ADMIN. Second Review: ❑Approved as revised. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Third Review: LJApproved as revised. ❑Denied. Comments: tPPLICATION STATUS Approved. ❑Denied. Reviewed Reviewed Reviewed 1 Revised 05/14/09 ce /> // F le: MAP SHOWING SURVEY OF LOT 4, BLOCK 193, ALTANTIC BEACH SECTION 'He, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 18 PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: DESTINATION HOMES, LLC TOPOGRAPHICAL AND TREE SURVEY, DATED SEPTEMBER 9, 2015. WEST 14th STREET (Nor PAVES) (m.o Fo9T RIOHT-w-my) cpNp1. Ep. (d food\\VRI } (w I.0.) g YM INrtmm IB.n\ '1 et LST 3 102.00'1 101.93' w LOT 5 i�6 ^Lp+M1© V> eVq© o DRAINAGE DITCH 9 l b,�•I •'gip. GB .P90 1 O 0 L•7 . and.. ELECIPoC 1689 EMEft50N SIREET .1 pf phAXFP➢ rt161AXE JACN59NNLLE, FWRIM 3929] N �pSS-clrt lX WNCIEIE 994) 396-6]]4 %—X iFNCE i (9W) 396-9997 \V\ RIB roP pF Solid\\C xls xp] ro scx[ 1 M beat an •pl � L��T `•�\I 1 l 1p�, Mop: M1a for ands. ]. Not aeehacbtl for ememenb. Not voll,l unlwa Surnyw'a ANeey°e a 9arWwme tlobtl 6-3-13, beIanda/banes 1, gar of Bwringe: N/A neral Sml k embonetl k Mggse sn I/R' xE9en E• i 8 W LL yby l I u K apl`b �fn O 10 e�P,p PP4 Pa +/e' Pmx Op9� (w Lpj arm w i tNp l➢) et LST 3 102.00'1 101.93' w LOT 5 i�6 ^Lp+M1© V> eVq© o DRAINAGE DITCH ycAf 1e=20' DATE -8/28/15 mm BO<NS_735 PAGE 18 wAFrwx Il A B OW, # 15-205 — A EOEN9. 1tl Con ECK LAND SURVEYORS, INC. O 0 ded PAN op" CIi FL9 . and.. ELECIPoC 1689 EMEft50N SIREET .1 pf phAXFP➢ rt161AXE JACN59NNLLE, FWRIM 3929] N �pSS-clrt lX WNCIEIE 994) 396-6]]4 %—X iFNCE i (9W) 396-9997 \V\ RIB roP pF Solid\\C xls xp] ro scx[ GENERAL OTES M beat an u) We Is m fi n., survey. ce mle Ib. >� ' I'llrctl I Inapectlon of Fbatl Ineura:ce Rab been of Me ILUIS J. EVEPETf y))) No obatract of Mop: 1'1W]5 99M H for ands. ]. Not aeehacbtl for ememenb. Not voll,l unlwa Surnyw'a ANeey°e a 9arWwme tlobtl 6-3-13, beIanda/banes 1, gar of Bwringe: N/A neral Sml k embonetl k Mggse .a wd He b Sae, x'. sw el ycAf 1e=20' DATE -8/28/15 mm BO<NS_735 PAGE 18 wAFrwx Il A B OW, # 15-205 — A CONSTRUCTION SITE MANAGEMENT PLAN xM. WIC,[ 'YCuf \2115 I 0 l l ♦� 5 � �r9. 1/Y 92JN ,ppS '' 0` © 0� i\\ Id© Lir T ©, Ip Shod LOT 3 g � n 0' ORO 102.00'(R) ` `,`\Pp�`\o�� a• pe n90 101.93'(F)�q&� \,Y F t9r 9 loeo a 9: OorosEl9� m o � W l l� ort m Ai y x r vm 9ec �� p9 in) iWx 101.92'(F)�, S 9mx l` 102.00'(R) r•xa 6 x n YI a �(o�) mI/z•iWx I o I 'r, Comp. By: SRW Date: 5/27/2016 -mss Public Works Department City of Atlantic Beach Permit No: 16 -SFR -1222 Address: 1137 Violet Street Reauired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwamer runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feel R= 25 -yr / 24 -hr rainfall depth (9.3 -inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 5,100 ft' Runoff Coefficient Area Lot Area Description (ft') (ft) "C" Wtd "C" Impervious 0 5,100 1.00 0.00 Pervious 5,100 5,100 0.20 0.20 Runoff Coefficient (C) = 0.20 Runoff Volume V= 0.20 x 5,100 x 9.3 1 12 V = 791 ft Postdeveloument Runoff Volume: Lot Area (A) = 5,100 ft' Runoff Coefficient Area Lot Area Descriptionft' (il') "C" Wtd "C" Impervious Z9 5,100 1.00 0.47 %ISA= 47.5% Pervious 2,679 5,100 0.20 0.11 Runoff Coefficient (C)= 0.56 Runoff Volume V = 0.58 x 5,100 x 9.3 / 12 V = 2,292 ft, Required Storage Volume DV = Postdevelopmenl Runoff Volume - Predevelopmem Runoff Volume DV = 2,292 - 791 DV= 1,501 ft' Relentgn MASTERWATERRETENTION 5W=16 }l „ Comp. By: SRW Date: 5127/2016 �J11 Public Works Department City of Atlantic Beach Permit No: 16 -SFR -1222 Address: 1137 Violet Street Provided Storage: Elevation Area Storage (ft) (ffl (ft) 11.0 570 0 BOTTOM REAR 38 X 15 12.0 940 755 TOB 47 X 20 Elevation Area Storage (ft) (ft2) (ft') 11.0 225 0 BOTTOM 75 X 3 12.0 400 313 TOB SIDE 80 X 5 Elevation Area Storage (ft) (ft) (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A= Area= 1340.0 d= depth to ESHWr= 8.0 pf = pore factor = 0.3 Inground Storage= 3216.0 ft' Required Treatment Volume= 1,501 ft' Supplied Treatment Volume= 3,971 ft' Rebnbon MISTER WATER RETENTION W72016 City of Atlantic Beac h__._.APPL1CATlON-NUfdIBER- A Building Department MAY 2 7 2016 (To be assigned by the Building Department.) r i 800 Seminole Road -SFR I C -1 ZZ ° Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 - Fax(904)24 . M45 E-mail: building-dept@coab.us — Date routed: Z City web -site: http:/lwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I (37 V j l__C✓- �— Applicant: IU BUI INC Uy\.ill la CC n K Project: I � F-� S I I��C l_E. I— ErM. t L.�/ ("�o /V\E. Review fee $_____5_5 Dept Signature JCr Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Flodda Dept. of Environmental Protection Flodda Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Reviewing Department I First Review: (Circle one.) Comments: BUILDING PLANNING & ZONING TREEADMIN. 1UBLIC UTILITIES -s— 3/ —/ (� PUBLIC SAFETY FIRE SERVICES Revised 05/14/09 STATUS ❑Denied. Reviewed Second Review: ❑Approved as revised. Reviewed Third Review: IJApproved as revised. ❑Denied. Comments: a rf.— Date: 41, 11 r Reviewed by: Date: CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAPREQUEST Date: S- 3/— / fe Project Address: 1/3 7 ✓/O /'FT 5% No. of Units: �_ Commercial _Residential Mani -Family New Water Tap(s) & Meter(s) Meter Size(s)3� Y New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_ Size New Connection to City Sewer Name: Applicant Address: City: Phone Number: State: Cell Number: Pax: Signature: (Applicant) CITY STAFF USE ONLY Application# /(o- 5E0- /Z2-2- Water 222 Water System Development Charge Sewer System Development Charge Water Meter Only Reclaim Meter Only Water Meter Tap Sewer Tap Cross Connection Other TOTAL $ri, �2'5'C8 Zip (notes) APPROVED: Kavle Moore. PEr`� (Deputy PW Direclor or Aur6Ld ftnarure) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED t� r City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 - Fax (904) 247-5845 _jrttyY E-mail: building-dept@coab.us City web -site: htip:1Awnv.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) —IZZZ Date routed: z APPLICATION REVIEW AND TRACKING FORM Property Address: 1 �_7 Vi O L -ET S Applicant: �NG &ILL ^ I llJ, n Li Proiect: I V F f"lD S I IUC-;L.E F'RM l L --I l'�© ME Review fee I Fire Services I I I Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verged B Florida Dept. of Environmental Protection Florida Dept. ofTmnsportahon St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Reviewing Department First Review: (Circle one.) Comments: BUIL NG PLANNING & ZONING LWpproved. Reviewed TREE ADMIN. Second Review: []Approved as revised. PUBLIC WORKS Comments: f7�J7�[rd�jil��IS9 ❑Denied. Date: U Vyl6 PUBLIC SAFETY IReviewed by: Date: FIRE SERVICES Third Review: Comments: Revised 0511VO9 ❑Approved as revised. ❑Denied. Reviewed f°'AC PPE p. I CONSTRUCTION SITE MANAGEMENT PLAN f0. 1/3 Nql ,Y Nf 1040 y�) /0 PL ,nom (xo ind a �0 lL 1 1L ° T ] 5" 'i 00*© LOT 3 n F W © o `° ;o0" ECT 140 5, MAP SHOWING SURVEY OF LOT 4, BLOCK 193, ALTANTIC BEACH SECTION 'He, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 18 PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: DESTINATION HOMES, LLC TOPOGRAPHICAL AND TREE SURVEY; DATED SEPTEMBER 9, 2015. WEST 14th STREET (NoT PAYED) (90.0 Fo01 RlW-of-WY) imNl (0.,1 Ff 9 " l " p \l\I l '. 1 `M1 $,* 140 0 0/f UVE9xfAD occmlc La FI X Cfl04-C1 IN CUNCPEIE M(904,39"8 4 xrs xor ro scue O © Sfi O I S �I 8p ©;d* F 0. BvsY of Bwrin9a: N/A 0lflricl Sml N ern0e®atl Releml eywe a µappen o .1 5 r lol 1 W vurvsntl M N Ewe ?'. vdr noeon. mr. a FleNe S 1 +yAlyS �l \p�01 �\ l l ( l� h SEi 1/Y IdBVt g N O 5 4 R I 10 � 4 op" 14, it— `UPS (HU LA) mr AXI fp. I/Y AkN 019 la.) N M1 L 0 T 3 n 000 o 102.00'(R) 101.93'(F) ..1151 \T' 0.a .ra''© AO 101.92'(F) 102.00'(R) LOT S LEGEND Ccllc . WMIYert o ECK LAND SURVEYORS, INC. Np„ 19BA EMEMON SfREEf 0/f UVE9xfAD occmlc p/] mwxup lruex0rv, HgeKSANALLE. 1 A 11A 32207 X Cfl04-C1 IN CUNCPEIE M(904,39"8 4 xrs xor ro scue O p leuprt12. of F In Rod. O Wp 1X0]5 UXU9 H H d F., —ants. y Nvt for emxnenN. Ibt Surveyor's els „e E98 Y m 0. BvsY of Bwrin9a: N/A 0lflricl Sml N ern0e®atl Releml eywe a µappen o .1 5 r lol 1 W vurvsntl M N Ewe ?'. vdr noeon. mr. a FleNe m +yAlyS LEGEND Ccllc . WMIYert o ECK LAND SURVEYORS, INC. Np„ 19BA EMEMON SfREEf 0/f UVE9xfAD occmlc p/] mwxup lruex0rv, HgeKSANALLE. 1 A 11A 32207 X Cfl04-C1 IN CUNCPEIE M(904,39"8 roe 1oa OF awX xrs xor ro scue OTES GENERAL of eu,wy, 1. Thk Is v: "tot (rvm an N bul tl,of leuprt12. of F In Rod. .1U 1.. 2 No vbe4 Lmis d. [K„[^ Wp 1X0]5 UXU9 H H d F., —ants. y Nvt for emxnenN. Ibt Surveyor's els „e E98 BN -13, qe IVMs/M1vuee J., 0. BvsY of Bwrin9a: N/A 0lflricl Sml N ern0e®atl Releml eywe a µappen o .1 5 r lol 1 W vurvsntl M N Ewe ?'. vdr noeon. mr. a FleNe mMELI'=20' GATE: 8/28/15 RBD BWK 735 PAf.E.18 DMMMR- J A B aROEa A 15-205 — A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FILE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 06.06.2016 Permit #: 16 -SFR -1222 Site Address: 1137 Violet Street Review• RE#: Applicant: Building Unlimited Site Address.• 12620-1 Beach Blvd #191 Jax Phone: 904-472-1459 Email: 'Kevih G rm- r+in SD .CAS' o ection Comments: 1. Signatures needed on page 1 of 5 of FORM R405-2014 FLORIDA \ � ENERGY EFFICIENCY FORMS. Both copies. 2. Fill out the ENERGY PERFORMANCE LEVEL DISPLAY CARD. Both �D copies. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904( 247-5844 Fax (904( 247-5845 Gompl-elepl 6.1q'16 ''rt OFFICE COPY BUILDING PERMIT APPLICATION A CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach PL 32233 'Jrn Office: (904)247-5826 • Fax: (904) 247-5845 ^� c, Ila-SFS-IZZZ, Job Address: II3 / VJA _*,ee;� Permit Number: , Legal Description 'REM 17 0o -fzJ ia,�L Valuation of Work (Replacement Cost) $(eD, 00Q Heated/Cooled SP 1.4,x.1 Non- Heate o ed S F Z©CJ oo0 • Class of Work (Circle one): (So Addition Altem& Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial esidenY • If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N / • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: F&1W r&n,I`J �es��enu2 Florida Product Approval # Property Owner Information Owneror Agent (nAgw4PowerofAaameym AgmcylesaRgimd Vm i 99 Contractor Information: product approval form Name of Company: Da,��.,s (.lal.m;a� Roet v) «S+Ia/ Quali g Agent: k-ey rl /h9 /11 Address: la any( e.�Lv „1#tri) City State Zipe. y2QV4 Office Phone Job Site/Contact Number State Certification/Registration # CG( 0554A1 E -Mail Architect Name & Phone # Engineer's Name & Phone # ka�,h Nb.,4/ n Worker's Compensation xempt nearer Lensa hmploycesExpiration Date Application is hereby made to obtain a permit to do the work and Vd,all.,.as as iMica[ed r certify iMt no work or installation has commenced pnor to the issuance of a permit and that all work wi!! be aer(ormed to meet the smndardr o(a11laws reo:to 0 tim, m'At, mnedvnn. Signature of Property Owner`/ / Signature of Cut! Before me —�— this _ Day of Before me this Notary Public:/Y•1 Notary Public:j[ NO ARYPIIBII(/ . Iherebycert, That/haveread r a ad know the same to be true and ordinances governing this type o d th whether specified herein or not. presume to give authority to via a 1,cL4lia a Jany other fedderal, state, or local performance of construction. Rev. 3/14/16 Approved Disapproved Approved w/ Conditions Reviewlnitials/Date: /'�7 Dg 6,4 OFFICE COPY Development Size ((ll Habitable Space /W s. Non -Habitable _5�9S G Impervious area Miscellaneous Information Occupancy Group p--3 Type of Construction 1/ %3 Number of Stories Zoning District R_ G Max. Occupancy Load Fire Sprinklers Required Flood Zone .��__ Conditions/Comments: J3 800 Seminole Road y, J Atlantic Beach, Florida 32233 sl Telephone (904) 247-5800 J - FAX (904) 247-5805 Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan —puking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. Location of construction trailers, loading/unloading area and material storage area. 3. Location of chemical toilet mea.(chemical toilets most be kept out of City right-of-way and not further than 15 feet from structure under construction) 4. Location of dumpster. Dumpster must be from an approved waste company (in accordance with Chapter 16 City Code) as of 2009 the permitted dumpsters are Advanced Disposal, Realco Recycling, Republic Services, Sunshine Recycling and Shappells. Dumpsters will have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy. 5. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 6. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 7. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 8. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 3/2016 Map Output JMGIS Properly Inform lon Page 1 of I 0 N is ao.00 zoos W 0 0mc0 i -- -i Z33m� -n in Page 1 of I 0 N ao.00 zoos W 0 0mc0 -i Z33m� -n in I http://gismaps.coj.neVWEBSITEIDuvalMapsSQL/toolbw.asp 6/7/2016 s==%iir;,,, City of Atlantic Bearh _... _ _ _ _ _ _ _APPL�AT(pry-ryUMBEh�— - 9. Building Department (To be assigned by the Building Depadment.) 600 Seminole Road Atlantic Beach, Florida =3 3-5445 Phone (904) 247-5626 - Fax x (904) (804) 247-5845 E-mail: building-dept@coab.us Date routed: z Qtyweb-site: htlpflw .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I (3% \(I 0 LC-- Applicant: I- t�IJILC llJC Project: Iy t= rAD S I I\X:Le Pp' t L� Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Tmnsportalion St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. Reviewing Department I First Review: Approved. (Circle one.) Comments: BUILDING PLANNING & ZONING TREE ADMIN. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:._ ❑Denied. Second Review: ❑Approved as revised. ❑Denied. Comments: Reviewed FIRE SERVICESI Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/99 FILE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Pmjecl Name: R0316114 guider Name:`Beler4lamtrBNebpen-lkE-VL-�1�u`A��"`t'^"'p� Sweatt: 1137 Violet St Perms ORrce: CiydANaMic Beall City, State, Zip: Atlantic Beach , FL Penna Number. Ovmer. Jurisdiction: 261100 Design Location: FL, Jacksonville 1. Naw wrohuction or Brisling New(From Plans) 9. Wall Types(1527.8 scift) Insulation Area 2. Single family or multiple family Skrgle4amily a. Frame - Wood, Exterior R=13.0 1278.00 ft' b. Frame - Wood, Adjacent R=13.0 248.75 fl' 3. Number of units, If multiple family 1 c. WA R= M 4. Numberof Bedrooms 3 d. N/A R= M 10. Ceiling Types (1420.0 sgf .) Insulation Area 5. Is this a worat case? NO a. Under Atic(Versed) R=38.0 1420.00 ft' 6. Conditioned floor area above grade (112) 1421 b. WA R- a' Conditioned floor area below grade (ft-) 0 cWA R= ft' 11. Duda R ft 7. Wind.(135.0 W.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U -Factor. DG, U 029 136,00 ft SHGC: SHGC-0.23 b. U -Factor. WA M 12. Cooling systems kBNlhr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Faclor WA ft' SHGC: 13. Hearing systems kBtufhr Efficiency d. UFactor WA IF a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2AW ft. Area Weighted Average SHGC: 0.230 14. Hot water systems e. Electric Cep: 80:0..950 8. Floor Types (1421.0 sgft.) Insulation Area EF: 0.950 e. Slab -On -Grade Edge Insulation R=0.0 1421.00 ft' b. ColarFEF=3.features b. WA R= fl' SdarFEF=3.2 c. WA R= fl' 15. Credits None Glass/Floor Area: 0.096 Total Proposed Modified Loads: 35.58 PASS Total Baseline Loads: 39.22 I hereby certify that the plans and specifications covered by this calculation are in compliance With the Florida Energy Review of the plans and specifications covered by this �O9 Is = D.e Code. indicates compliance with th the the FloridaFlEnergy Code. ti cur b wi PREPARED BY: Before construction is completed a} e DATE: 0317-16 this building will be inspected for compliance with Section 553.908 layv i •�, I hereby as de is in co (lance Florida Statutes. wit Ion Energy Code. �D {y8'A O NER/AG Bt4LDING OFFICIAL DA : - - DA E: - Compile certiBcetion by the air handier unit man rear that the air handler enclosure qualifies as cerlin dfactoryaeale - Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage teat report in accordance with R402.4.1.2. 3117/2016 2'.48 PM EnefgyGauge® USA - F[sRes2014 Section R4054.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: R0316114 Bedrooms: 3 Address Type. Street Address Building Type: User Conditioned! Area: 1421 Lot e Amer: Total Stories: t BlmWSubDWision: 0 of Units: 1 Worst Case: No PIalBa Builder Name: Solar Home Developers, LLC. Rotate Angle: 0 Street: 1137 Violet St Permit Once: City of Atlantic Beach Cross Ventilation: No Courtly: Duval Jurisdiction: 261100 Whole House Fan: No City, State, Zip: AOandk BeaW . Family Type: Single-family FL, NewlEnsting: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Healing Design Daily Temp V Design Location TMY Site Zane 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL–JACKSONVILLEINT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Entire House 1421 12789 _ SPACES Number Name Area Volume Kitchen Occupants Bedrooms Irf6l ID Finished Cooled Heated 1 Great RM Dining 435 3915 No 0 1 Yes Yes Yes 2 Master Suite 176 1584 No 2 1 1 Yes Yes Yes 3 Muck 36 323 No 0 1 Yes Yes Yes 4 MasterSath 52 472 No 0 1 Yes Yes Yes 5 Milt 21 189 No 0 1 No Yes Yes 6 Bedmom2 165 1485 No 1 1 1 Yee Yes Yes 7 Bedreom3 156 1404 No 1 1 1 Yes Yes Yes 8 BaM2 71 638 No 0 1 No Yes Yes 9 Laundry 38 342 No 0 1 Yes Yes Yes 10 Kitchen 271 2439 Yes 0 1 Yes Yes Yes FLOORS % Floor Typo Space Perimeter Perimeter R -Value Area Jatst R -Value Tide Wood Carpel 1 Slab -On -Grade Edge Insulatio Great RM Dining 41.3 B 0 435 fl' _ 0 0 1 281ab-0n-Grade Edge Insulatio Master Suite 20.30 0 178It' 0 0 1 3 Slab -0n -Grade Edge Insule0o M`MC 12 M 0 38 fl' — 0 0 1 4 Slab-0rFGmde Edge Insulatio MasterSam 8.7 it 0 52 B' — 0 0 1 5 Slab -0n -Grade Edge Im uktio MR 1 fl 0 21 W — 0 0 1 6Slab,0n-Grsde Edge Insulabo Bedmnm2 11.3 it 0 165 fl' ___ 0 0 1 7 SlabOn Grade Edge Insula0o Bedraom3 13.7 R 0 156 R ___ 0 0 1 3117/20182:48 PM EnergyGauge®USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of FORM R405-2014 FLOORS Y Floor Type Space Peringer Perimeter R -Value Area Joist R -Value Tie Wood Carpel BSlab On -Grade Edge Insulaeo Bath2 1 0 0 71 rt' _ 0 0 1 9SlatoOn-Grade Edge Insule5o Laundry 1 it 0 381N _ 0 0 1 10SIab-On-Grade Edge Ireulatio "Cheri 34.7 ft 0 271 W - 0 0 1 ROOF / Root Gable Roof Solar SA Emil) Emil) Dea Pitch V Y Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Compmidm shingles 1539 IF 2989' Medium 0.65 No 0.9 No 0 22.6 ATnc V IRCC 9 Type Ventilation Vent Ratio (1 in) Ars RBS 1 Full attic Vented 300 1421 ft N N CEILING Y Ceiling Type Spam R-VAss Area Pearling Frac Tens Type _ _ 1 Under Aftk(Vented) Greg RM Dining W 4349' 0.1 Wood _ 2 Under Atec(Vented) Master Suite 38 1789' 0.1 Wood _ 3 Under Attic(Versed) Marc 38 36 fl' 0.1 Wood _ 4 Under Attic(Ventetl) MasterBsth 38 528' 0.1 Wood _ 5 Under Aflic (Vented) MITI 38 211N 0.1 Wood! _ 6 Under ABic(Vented) Bedmom2 38 1658' 0.1 Wood _ 7 Under ABic Nented) Bedroom3 38 1568' 0.1 Woad _ 8 Under Art. (Vented) BeM2 38 718' 0.1 Wood _ 9 Under AtOc(Venled) Laundry 38 388' 0.1 Wood 10 Urger Alto (Vented) Kitchen 38 2718' 0.1 Wood WALLS AdjamMStageCevBy WitlN Reghl Sheathing Framing Solar Below 1 N Eatenar Frame -Wood Great RM Din 13 25 8 9 0 231.082 0.6 0.25 0.3 0 2 E EAenar Frame - Wood Gnesl RMDln 13 15 8 9 0 141.08' 0.6 0.25 0.3 0 3 N Esteniur Rome -Wood Master Sole 13 7 0 9 0 63.082 0.6 0.25 0.3 0 4 E Erie. Frame -Wood Master Suite 13 13 4 9 0 120.0 ft' 0.6 0.25 0.3 0 5 E Eidenor Frame -Wood Mvnc 13 5 8 9 0 51.08' 0.6 0.25 0.3 0 6 S Eidenor Frame -Wood Mwic 13 6 4 9 0 57.08' 0.6 0.25 0.3 0 7 5 Edenor Frame - Woad MasterBath 13 8 8 9 0 78.0ft 0.6 0.25 0.3 0 8 S Ederior Frans, -Wood Sedroom2 13 11 4 9 0 102.0 R' 0.6 0.25 0.3 0 9 S Eldenar Frame -Wood Bedreom3 13 13 8 9 0 123.08' 0.6 0.25 0.3 0 10 N EOendr Frame -Wood Kitchen 13 17 8 9 0 159.08' 0.6 0.25 0.3 0 it 5 Egli Frame -Wood Kitchen 13 1 4 9 0 12.0 IF 0.6 0.25 0.3 0 12 W Endenor Frame -Wood Kitchen 13 15 8 9 0 141.08' 0.6 0.25 0.3 0 31172016 2:48 PM EnergirGaugels USA- FlaRw2014 Section R405.4.1 Curnplianl Softwe Page 3 of 5 Fn112AA 124DL'JMd 31720162:46 PM EnergyGaugelp USA - FlaRes2014 Section R40Al Compliant Software Page 4 wS WALLS AdlaceM Cavity Wdih Heigh Shae.III Fire rg Solar Below Wal 1y, Space 13 W Garage Frame -Wood Bedroom3 13 14 8 9 132.08' 0.23 0.01 0 14 W Garage Frame -Wood Laundry 13 6 4 9 5TOW 0.23 0.01 0 15 S Garage Frame -Wood Kitchen 13 6 9 9 60.882 0.23 0.01 0 DOORS i Opt Door Type Space Storms U -Value Width Height Area Ft In Ft In _ i E Insulated Grew RM Din None .35 6 5 8 40 ft' _ 2 W Insulated Kitchen None .35 3 6 a 20 F 3 S Insulated Kiitlren None .35 3 6 8 20 ft' WINDOWS Diiernation shown is the entered, Proposed orientation. / Wal Overhang V % Dint 1D Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening _ 1 N 1 IN Low -E Double Yw 0.29 0.23 40.08 t801n 1861n ikapeslbfaids Eadedor5 _ 2 E 4 TIM Lm EDouble Yes 0.29 0.23 30.08 186 in 186 in Drapeslblinds Exterior5 _ 3 S T TIM L.ow-E Double yes 0.29 023 6.0 W 1 8 6 in 186 in DrapealoiMe Eidenor 5 _ 4 S 8 TIM Low -E Double Yes 0.29 0.23 15.082 1 8 6 in 11116 in DrapesPoli ds Exterior 5 5 S 9 TIM Low -E Double Yes 0.29 0.23 15.OM 186 in /86 in DrapeslbliMs Eidenor5 6 W 12 TIM Loai Double Yes 0.29 0.23 30.082 589 in 1801n Drapeslblinds Eiden.5 GARAGE % Fkror Area Gelling Arae Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 380 fl2 3848' Sit III 88 1 INFILTRATION i Scope Method SLA CFM 50 EIA EQIA ACH ACH 60 1 Wholetio cle Proposed ACH(50) .000286 1065.9 58.52 110.05 .2202 5 HEATING SYSTEM % System Type Subtyw Efficiency Capacity Block Ducts 1 Serowe Neel Pump Spiit HSPF:8.2 28.6 kBMMr 1 sys%1 COOLING SYSTEM % System Type Subtype EBclency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 28.6 kBldhr 953 chn 0.72 1 sys%1 31720162:46 PM EnergyGaugelp USA - FlaRes2014 Section R40Al Compliant Software Page 4 wS FORM R405-2014 3117120162:48 PM EnergyGauge® USA-FlaRes2014 Section R405 4.1 Compliant Software Page 5 of 5 HOT WATER SYSTEM IF System Type SubType Location EF Cap Use Smartt Coroarvatlon 1 Electric None Garage 0.95 80 gal 60 gal 120 dog Solar SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert# Company Name System Model# Collector Model{ Area Volume FEF S00204A Solan, 4ODC-80DB SW040 406' 80 gal. 3.2 DUCTS / —supply —Rehm— Air CFM25 CFM25 WAC# V # Lanigan R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Hast Cad _ 1 Attic 6 2256° Atfic 1506' Default Leakage Garage (Desault) (Default) 1 1 TEMPERATURES Pmgrzmabl'eD01Thermostatt:0Jan7N Calling Fars: Fab(D0�'Mar Faeab M tr 11 <ar r00, rpC{1 Jun Ju rD0' I0U' ( 00 (p(�] Nov 1D01 Veroliting [ ] Jan [ ) (J(] r g9 [ May [ j [' [' Aug [ ] Oct p!7 [ ] Dec Thermoset Sdiedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cool'vp (WD) 80 80 80 80 78 78 78 78 78 78 78 8 PM Coding (WEH) PM 80 88 80 80 78 78 78 78 8 78 78 8 Heading (WD) 68 68 68 68 68 688 68 68 68 68 68 68 PM Heabrg(WEH) PM 68 688 68 68 68 68 68 fib 68 68 68 68 3117120162:48 PM EnergyGauge® USA-FlaRes2014 Section R405 4.1 Compliant Software Page 5 of 5 FORM R405-2014 FILE COPY ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 91 The lower the EnergyPerfonnance Index, the more efficient the home. 1137 Violet St, Atlantic Beach, FL, 1. New construction or existing New(FrGm Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=13.0 1278.00 fi- b. Fame - Wood, Adjacent R=13.0 249.7542 3. Number of units, if multiple family 1 a WA R. ft' 4. Number of Bedrooms 3 d. NIA R= fl' 10. Gelling Types Insulation Area 5. Is this a worst rase? No a. Under At6c(Vented) R=38.0 1420.00 fl' 6. Conditioned floor area (112) 1421 b. NIA R= fl c. WA R= M 7. Wind.- Description Area 11. Dugs R ft' e. U-Faclor: Dbl, U=0.29 136.00 fl' a. Sup: Attic, Ret: Attic, AH: Garage 6 225 SHGC: SHGC=0.23 b. UFactor. WA ft2 SHGC: 12. Cooling systems kBtulhr Efficiency c. U -Factor WA W a. Central Unit 28.6 SEER:14.00 SHGC: tl. U-FactSHGC r WA ft' 13. Heating systems kBtwhr EfficiencySHGC: a. Electric Heat Pump 28.6 HSPF:8.20 Area Weighted Average Overhang Depth: 2.438 ft. Area Weighted Average SHGC: 0.230 6. Floor Types Insulation Area 14. Hot water systems Cep: 80 llons a. SlabOn-Grade Edge Insulation R= 1421.00 fill a. Electric EF F: 0.95 0.95 0. WA R= fl 0. Conservation features c. WA R- R Sdar.FEF=3.2 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy Savin9jeatures which will be installed (or exceeded) in this home before final inspection. OtheraKe, a n EPL Display Card will be completed based on installed Code compliant fe Builder Sign re: Date: 6 411461 Address of New Home: 13% V rrr lcd CihdFL zip: p f aA,�//, 3 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives N 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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. W1712016 2 48 PM EmrgyGaugeO USA - FleRes2014 - Section R405.4.1 Compliant Software Page 1 of i Manual S Compliance Report Job: Rea141 wrightsoft p p Date: 03-17-166 Entire House By: WIN Solar Home Developers U25 Bereshire Dr Jacks—le FL 322� Project Information For: 1137 Violet St, Atlantic Beach, Fl - Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 20560 Btuh Entering coil OR 79.0°F Outdoor design WB: 77.1'F latent gain: 4501 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 25062 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier or Eqv. Model: CH14NB030""A+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 20592 Btuh 100% of load Latent capacity: 8008 Btuh 178% of Iced Total capacity: 28600 Btuh 114% of load SHR: 72% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 22102 Btuh Entering coil DB: 70.0°F Indoor design OR 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier or Eqv. Model: CH14NB030""A+FB4CNP030L Actual airflow: 0 cfm Output capacity: 28600 Btuh 129% of load Capacity balance: 25 *F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 0 cfm Output capacity: 8.0 kW 124% of load Temp. rise: 26 OF The above equipment was selected in accordance with ACCA Manual S zmsmar-n 1 -wrlghtSofC RgM-Suile9UoNmel.1515021 RSUWW Pa6 Page EN...MFk\R03161H-113]Mose S1\R0316114.mp CeIc=MJB House Foxe Mea: W wrightsoft Project Summary Entire House Solar Home Developers 2405 Benlsnire Or, Jacksunville, FL 32246 For: 1137 Violet St, Atlantic Beach, FL Job: R0316114 Da.: 0117-16 By: TMN Notes: Load Calculation was obtained from an electronic copy of drawing. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Outside db 33 eF Insidedb 70 eF Design TO 38 °F Heating Summary Structure 17743 Btuh Ducts 2440 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20184 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 1421 1421 Volume (ft') 12788 12788 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 96 49 Heating Equipment Summary Make Carrier or Eqv. 0 Trade Split HP Equipment latent load Model CH14NBO30—A Btuh AHRI ref 7835429 25062 Summer Design Conditions Outside db 93 eF Inside db 75 °F Design TO 18 °F Daily range M Btuh Relative humidity 50 % Moisture difference 51 gr/Ib Sensible Cooling Equipment Load Sizing Structure 13357 Btuh Ducts 6009 Btuh Central vent (0 cfm) 0 Btuh Blower 1195 Btuh Use manufacturer's data y Trade Ratelswing multiplier 1.00 CH14NB030eee'A Equipment sensible load 20560 Btuh Latent Cooling Equipment Load Sizing Structure 3103 Btuh Ducts 1398 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4501 Btuh Equipment total load 25062 Btuh Req. total capacity at 0.72 SHR 2.4 ton Cooling Equipment Summary Make Carrier or Eqv. Trade Split HP Cond CH14NB030eee'A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20592 Btuh Heating output 28600 Btuh Q 47eF Latent cooling 8008 Btuh Temperature rise 0 "F Told cooling 28600 Btuh Actual air flow 0 cfm Actual air flow 953 cfm Air flaw factor 0 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heal ratio 0.82 SoaenMrm eMaee mw been menuelry oweeeen Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P(H6Mar-17 14.36: W !�� wrightsOft- RipM-Suil� Uruvereal MIS 15 0,21 RSU07W pe0c1 MLFs.. rA FiWR0316114- 1137 Mauer SKR0316114.rvp Calc =MJO House FmX racer: W F wrgh[soh Right-® Worksheet Job: 80316114 Entire House 0m: 03AMS By: rBe2 Solar Home Developers JBcxswrvlx. FUM 1 Rwn lana EMI. Hous GMa RM Dlmp 2 3 4 5 Expue l R. VAUM Room cfi w— R.. 1420 ft 90 ft 0 14208 W 41.3 11 9.0 ft F OOd la x 434.3 B 431.3 W Ty (BidyRi'F) °r (81"" « wrn m) ( ) a P. m) (Rho Hed Cod G. NIPIS Heat Cml G. WP/S Heat Cad 8 11 W D --G lz° M52aE 12COsw 4A62vb NNo 11C-0ew Mstb 4ASa10 am a2M am a280 0.3511 ams am 0.200s n n a a a a A41 la08 341 law 1313 341 law 10.38 z20 7.85 z29 21.83 10.5/ z 1. 1.85 49 4 312 30 4 M 8 M 413 0 242 0 4 M 8 30 148 A15 825 328 523 1141 85 328 W 315 559 858 425 71 41 2M Zit 4 141 0 4 0 0 0 181 0 101 0 4 a 0 0 852 46 341 0 528 0 0 0 438 315 MI 0 425 0 0 0 Il.sG T=2 1}' 12CffiW Ms2aE 11 N0 12COlaw 11N0 0.081 am 0380 am 0.350 w w w - n 341 law 13.13 341 1313 z28 lI.M 10.51 1.M low 141 30 20 IBS 2C 81 YJ 20 2M 20 310 323 231 814 201 2M 3M 212 3M 212 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `—(D` p 1—D c F 168.38ad M-0 0026 am - - 088 31.08 140 am 1421 1421 1421 142 1385 52M 1884 0 434 434 431 41 423 1531 5a6 0 B c)AED manbn 0 -IDI Ernebpe bssl9an 13 )ID9 3815 1814 12 a) IMRW,m 3853 01150 2r1 0) RwnvMdilabn 0 0 0 0 13 Idwna Bare: Oacupw8sa 230 APV yl 4 920 0 0 1103 SW (Mes8W 13) 11!43 1335/ 5085 3181 lass aterel bad 0 0 0 0 lass t.a 0 0 0 0 RedemM. 0 0 0 0 t4 SUMda 174 13:151 50x5 3181 15 Dud Irods 14% 45% X40 8008 11% 45% 891 1438 Trta mvn I®tl MIN 193M 5102 4821 Ay Mauaed(arm) 0 953 0 228 Calculations approved by ACCA to sleet all rmUremerlis of Manual J 8th Ed. �. 'Tozol6Mxm i4M00 r XtsttRWh-Su0Un"eme12015150.21 RSU07W Pe9e1 ....FIWR0318114-1131MW&%R03181N.mp Calc=MJB Hauae Frc fr ft: W wrightsoR Right-® Worksheet Joe: R0316114 0317-1 Entire House By: TWIN 6 By: Solar Home Developers 2425 DeMakire Dr. Jackswv& FL 32246 1 Rmm rertu Mesta ShceNW 2 3 ExpPPW well Ramon h.01 20.3 it 9.0 fl 1NWmd 12.0 6 BO R Haticad 4 Roan d.. 1.0 x 175.6 It 57 x 63 X 5 R.. Ins M 359 M TY Caul �lv� I W. Or HIM Ares M lmtl Area MI lm0 iOMer (BitJRi'F) (BUAIM a Pamela (6) (Bids) a W,,Wa (M) (ank) Heal Cocl G. NIPS Het Cod G. NIP'S Het Cad 6%t12p0aw `G 4A5 12Chw 0091 0290 0.W1 n 341 law 341 229 186 229 W 0 120 W 0 9a 215 0 37 IM 0 2W 0 a 51 0 o 51 0 0 174 0 0 H] T1 4AS2db llNa 12 44S3A 4A5.2o0 0.290 0.350 0091 0290 0290 a a a f a 1068 1313 341 1068 law 21.93 1057 229 7.88 186 30 a 0 O 0 a O 0 0 0 326 0 0 0 0 650 D 0 0 0 0 0 57 0 0 0 0 57 0 0 0 0 195 0 0 0 0 131 0 0 41' (—G 1K 4AS2oE OWI 0290 w w 3.41 low 229 1133 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 q IINo 12C-0ax 0.350 0001 w - 1313 341 10.5/ 1.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (—D 11N0 030 n 1313 10.51 0 0 0 0 0 0 0 0 C 196-3Wd 0028 - 090 1b 176 176 171 DIS M W % W F 22A -W am - 31`00 000 iR 3 754 0 M 12 40.5 0 6 WASO excaskn 117 Emebpelassl9tn 1774 1370 12 a) IrtNXcn Sal 13] e) R. va6i a o 13 IM.1 arlI' 0.y .a 230 2 460 0 AaWrc.Walta 0 SdA01t Arg 6 W 13) 2939 1907 M 0 0 trn r c 0 RedtdMAion 0 0 14 StAdt MS 1937 Is putt W,% 14% as96 322 605 14% 4s%2681 2852 Air regi (dnl) 0 140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wf1yNtE0R RW-SuitMI Univent 2015 15.0.21 RSU0I440 2016M> -1]1P OB _dk FiWR0316114-1137Yd MR0316114. rup CMc-MJ6 House FNM Wes, W wrightsoft Right -JO Worksheet Job: R01161M Ep91°` 011T -,s Entire House By: TMN Solar Home Developers 2425 Beniahire Dr. Jeckaa ft FL 32248 1 R.. Mat"MB MIR 2 Expo wall 8.7 0 0 ft 3 Rave hVA Bo fttWlcal Ha ft M1eeVwd 4 Room d.e 10 x 524 ft 6.3 x 3.3 ft 5 Room area 524 W 21.1 W TY C tro im rvmbv l Aw Btr R F) Or HTM Baml A. (RT) v pmimetr MI Lotl (BtM) Ala B9 v pemnety (") ta0 (Btun) Hem CaY Genu I NIPIS He° Cad Genas NIP'S Hwa I Cad e W I—G 12 Ms81G iZCAew om awc am n n a 141Z29 tape 341 ].80 229 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 a 0 0 0 0 0 11 MS2aE 11ND a2B0 0350 a a 1000 13.13 x93 105] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 12C{trw 0,5. L 0.001 0.290 a B 3.41 10.80 22B 7.80 78 0 72 0 2Z 05 105 4] 0 0 0 0 0 0 0 0 4AS2o0 02m a 1080 ].80 0 0 0 0 0 0 0 lx 4ASZ 00% am w w 341 10.60 229 11.33 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i1N0 xC 0350 am- w 1313 141 10.5] 1.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11NO 0350 n 13.13 10.9 0 0 0 0 0 0 0 0 C 168a 0.on 058 1M 52 52 51 73 21 21 21 2B F T2A4'4 am - 11.09 0.m 52 9 321 0 21 0 0 0 6 c)AED excuebn -38 41 Erw M lmrrrgWn 880 M] k2l M 12 a) IMftrt. 241 50 00) Rom Y>'AYa6Cn 0 0 13 IM.1 part: OcCWanlsa 230 a 0 0 0 Apr0ae9 dw 3m tm tldSuohr1 6M 13) @5 ME 122 Lena utemal kvtl 0 0 0 0 Las tr w r D 0 0 0 RMw. M 0 0 0 0 14 Sri w 925 605 21 122 15 Duc[baN 14% 45% 127 212 14%1 3 55 Trial mvn ketl 1052 B]6 23 iP Atr rasaea lam) o m a e Calculations approved by ACCA to meet all requirements of Manual J 8th Eo. W F'IMF[BOR'RqM-6uftM Uni—M 201515 0.21 R6U07M 2016M8-1] 1 P: 3 Ppe _.ak FiM\R0318114-113]Wde1 S1\R0318114.mp Cek=MJB House Fmnl leca: W wrightsoft Right- Worksheet Job: 110316114 Entire House Date: TRAIN 6 By: TMN Solar Home Developers MS BMUIie Dr, JeckemNM, FL MIS 1 Roan. amiable Belcb09 2 El s5we9 11.3 R 117 R 3 Rab 1.01 9.0 R Ieatim 9.0 R tlal A 4 Room M1teneba 10 x 105.2 R 1.0 x 1550 it 5 Roomers 185.2 M 158.0 IF ry o w, la1WLLVY F) Gr ) IBi11" or pMrMb (R) (111"h)a Pemwer PU LOW (Buil) HW Lao( G. WP/S Heel Cod Glue NIP/S VIr Cad a yI LG 12GOsw M5- W 0081 n n n 141 10.99 220 7.98 0 0 0 0 0 0 00 0 0 0 0 0 0 0 W 1x ON, a 141 INo 0 0 0 D 0 D o n F� �—D 4 5-e 11ND 0200 0.350 a a to BB 1113 ZIM 10.61' 0 0 0 0 0 o 0 D 0 0 0 0 0 0 0 0 It/ 12C-0ew O.OBI a 141 2D 102 0] 28] WO 123 108 SO NB 4AS 0.490 a 1088 ] W 0 0 0 0 0 0 0 IL�JG' MSaL am a 1DAa ].M 15 1s 153 118 15 15 193 HB 1x-0aw 0091 w 141 z29 0 0 D 0 0 0 0 sA W, 0290 w 10.58 11.33 0 0 0 0 0 0 0 0 11N0 0350 0.091 w 13.13 141 10.57 1 0 0 0 0 0 0 0 0 0 132 0 13e 0 450 0 im L-u12Gdw 11N0 0 n 1113 1020 D 0 0 0 0 0 0 0 C lffl M am - 090 140 IS IS 161 231 158 150 152 218 F Mco O.Bs - 37.08 ON 105 11 420 0 1% 14 507 0 0 a)AED exabaian 49 159 EnS."loea0an 1041 510 1641 716 12 e) Infillle. at M 380 92 b) Room rxeilaion 0 0 0 0 13 ir4wslp 5u: O«14.xe0 220 1 2311 1 230 gpgiacWdM0 0 SW Pilsem 13) 1367 ata 2021 1038 IeM aMiul be0 0 0 0 0 Ilse tmrcle 0 0 0 0 0.WaiWim 0 0 0 0 14 SElald 135/ 818 2021 10:18 15 DW Dees 14% 45% 10r W1 14% 4s% T78 480 Tera mbn 1ml 1593 1183 220 1509 AY re,Ae0(o0n) 0 50 0 74 ,�JJ'' Calculations approved W ACCA to meet all reouirements of Manual J 8th Ed. -.y. wr3MFbofF RW-SdIe* UN W 201310.0.21 R9UWM0 201".-17 14:35:00 ...wx FIM\R0310114-ll37Y SYW0315H4.mp Cac•MJS Hwee Fmefecea W Page wrightsoft Right.i® Worksheet Job: R031014 DatEntire House By: 03-17-19 By: TMN Solar Home Developers A259«acaire Dr. Jackamvift FL MM 1 R. lane Ba012 L -u y 2 Exp wl wall 0 I 0 I 3 R. Yeaa 90 fl M1mVcad 9D It 11eYJcod 4 Room d. la k 70.9 h 8.3 x 8.0 M1 5 R.. 70,9 W 38.0 W Ty Caetu nxn0er U -v (BiJ1RP-°F) Or HTM (BOW" Area I®tl or am . (R) (Bt W) Ana Mj a p�nr (R) LON MIA Hm Cod G., NIPIS Hes Cul Gran NIPIS Heal Cad B It12LOsw 0091 n 361 22B 0 0 0 0 0 0 0 0 L—C Ms�E 0280 n low7Mo 0 0 0 0 0 0 0 1'K-0Sw 0091 341 729 0 0 0 0 0 a o a MS2o0 0.293 a ION 21.0 0 0 0 0 0 0 0 0 1 nN0 0.350 a 13.13 10.57 0 0 0 0 0 0 0 0 tXC 0.00 s 041 229 0 0 0 0 0 0 0 0 MS1LL 0.200 s 1089 798 0 0 0 0 0 0 0 0 4ASZb am S tom 7.80 0 0 0 0 0 0 0 0 lx 0091 w 341 229 0 0 0 0 0 0 0 0 4AS2[b 0.20 w 10.80 1.33 0 0 a 0 0 0 0 0 q 1N0 12CJJaw 0.3511 0,091 w - ta13 341 toy/ 1 A 0 0 00 0 0 0 0 5) 0 5I 0 0 185 78 �—D 11N0 0.W n 13.13 10.51 a 0 0 0 0 0 0 0 C 10� 0.028 0.98 140 71 71 89 % 38 38 37 53 F Y -Cpl 0.08 3708 am 71 0 0 0 30 0 0 0 " HVAC Layout x-xw sx MASTER BEDROOM ex ___ ',.. c WIC LANAI 32 5" 9 d '5W)VEP % X10x 12x8 GREAT ROOM 140 dm � 72x72 8 �5' R$ 224 dm 12x12 8x4 8x4 4 dm cfm 7 •• 4A/BATH BEDROOM 10X5 58 dm 20 X y.n 9" 5" 12 x 12 729 LJ 114 Cfm 7" RATH 2 a 8x4 27 af i x 6 9 4x1 X12 7" 7 DIN w' x 10x5 74 dm ..cf 5 ,. 5 o. Be 12 x 12 1 a 150 dm LAU N xR 7 BEDROOM 3 R 12 x 12 �. 150 dm 7" KITCHEN GARAGE PORCH 16'x7aea JaER R0f16114 5olalHomeOwNopen scale:1:52 PeMmOOy IMH b: 119]V619 J—w FLO>YB NY¢ ene6, iL :! _- § ( ( \k 2\ � _ E � ) { \ $ / \ ( ( CD ■ 0 onR m Cl) 0 M O f7 w N N S � d � N yy ul N y 3 � a � c m Vl _ c m m d a FD z ro w d y C N N N 9 o C' O - O O D r T T r w r r w N o m A W N R S n :� � m �- X w(�� N -�--! O �O 00 J O\ to A w N- O y O\ to A w N - x w V �� ( .3 S < d b y '� O O d '� y� �y ri [ (J(�� S H O O � O W D G y O Q `G � S m N 2 N C O � C N `; O � O �� h O °a '7 S `A C— � S n o S � � �� w � � ❑' y O y v' �°� � � � y � '�"' ° a�a+ m n � z ° 'm ° v m ❑ B N C N� O � E' C' 0C O j� n � O O N � w ❑ O S O N O m � n z A 1 b 'R1 d C w N o n z 9 O 'i t' 3 a 0 e 0 n G m 'il r G � � w � c A � � � [' i � D B§ �` e£ ¢S4 ) | \ k 2 ) � ( ! r ]EI ( \ } \ ( (!( E (� CL ( 0 * »` [ \ ® � ` ® !* ;r l / � f) i ( R k {f ( $! \ \\ ( !r ( (\ [ (\ � D B§ �` e£ ¢S4 ) | \ 2 ) � ( ( E SUBDIVISION: Camilla Stree OFFICE COPY 1 LOT NUMBER: W3 DESIGNEDCHECIG=D: DWP (T Tru House This drawing is not sufficient alone for installation. Additional Instructions accompanying this drawing, including BCSI-137, should be used in conjunction with the architectural and structural plans during installation. If BCSI-Bi has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, Is the responsibility of the Engineer of Record for the structure or the building designer, per ANSI?PI 1- 2002 Chapter 2 754741745 SUTTON PARK COURT,STE. 402 JACKSONVILLE, FL, 32224-904.821.5200 mwwww MMM.. a Vnwn.oMeNt wd,uexgea wa_. w ECeriwq Eelel by ya WS Agnu uaJey Ma o' 1 wNuEl weyatl+ywrq -roleM ursu 114, cy¢ uryowlJvw , III ..,p We3JeJapts ue4 as ab y pwn rye Ill AluE,M, pallwn ya,nXelnuew%wy ap owa Mee lewtltle JgrE;ID�} Jn -uew>Sl auIN .paalp JO -'el k-, meape+0 uaaq aeu lPw sas 1® �--��a�--e,4w �J W^m e .J wl rap MMrPNua Wryrwuo WvawPJY.u+Nantis aplurgvwsa Wywavu wburu a' /Ix O Ayre' YOJ oN "'l WE.' an-0aw A, OWWW . 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NUNG u'z supernatants,ksenfar Un peueR. LIQ hux Design Users s may smarty locations M Lm olbujos de dri Ue bre hetes puefm eryaifirer I pePhoNpit[hhussxupto95'(13.] ter psogel�ft gin[may C¢usM ip buntl¢o! (1 no) and challul Palmerton Intal rertaint or relnbrttment kr tis huNizzcmes oe oebmdn Mandl Pemraorenk o iMtrgwl tors, memMR. Refer M true SCSI- re/ ret an tis mienMos IMvluuaks MI hers Ya/ b Oa chwdtruss'u upro 3o' (9.1 m). SJ^^" rcr rine door ion. NI other pemanenl hMa rewmm S['Sf-0.i=== arra ods In/woraan. EI [raMtlng Is Me responsldlity of [M WAdiog /Psro de tis dsons Ce ann.Tas µmwae+tts son k Use achmmt leas[ Iwo lift paints far Iwnoles of [cp Uma II trustts up on fa posters m) and paaL WARNING W volare Iwo wWwb^9 ode5gn 9 reNwaMltladd.9Nmiadw tlN Nm[k. lel tliOm buses up to 95' (13.] m). Use at heart stature with truss' funds. tapchp. pihfi IpDVERT Al sup .WlreumreW Ihree lift paints kr bundla' pas In must (W.3.) art paa1W [hpN treses - WARNING he lmpmper abae9� Yaoa�a,L�s�m rk >49(13.7 mi husys wmryuen[a of handling, aremngr lr¢ttalllrg. measure, FUMa uw/wmb kyar Oe Marta/ps/a 0a- Q From trux Wnola in spbh and bar ion an result In a collage moue WPes oe Wsses dey pwnN wce/k/Irasla 95' pultilar, .ma worse,. pe'swal i coo Yln/sses oe [uPNas pvralpNS Ce 30'omems. hu paqu&es pe Wsresmuna postHa death. Usepvb metas dos parrot de kvanfa/con eOaLJe. 9rvps tle husses ln[llwda iAOVERT£NCLIflssorrr U� amoulsupmof hast 60'Y trim. sr/adrsw M1asfa IrvarlGmkn%oppressors,e areff po YaMMe de, 15' "'a p'bmPras dospunfm'oe IeWnGrmn 9ouWsce busses ok [rreMa "Poe", "Chards, ageryad0 in[mrarogretksnN paha deb Ylw[u2o mos CeM'Ybusses tle sum/das w2lelas mos de 95: aan am M1enda o mueMas. cJenlF as&emisederewhenremove Ingbanlprour and ad,rgtrusses [o avoltl damaging trusses and prevent Injury Wear mar halpmRRrvetquip—k,,with � leer hands and AeN wMn wwking with rasa. aUEN¢ rauleW al %dbr hs Nadrcas o bs{aNzos@meal de �r{wa eolbr dvro absorf" YPreven4 NheMa pamwl. deer tl Nullnpmha.. marks? obs. A houses, s, Yraheza aanoo t2(»H con I , MAY9M.YIMVs bitter. sandalareM drat a en � mti oY dem IIn. d'as redomsPeuw rapwttr �mTe'selCc'blmt'o NIO aagNMm'. Spreatler bar fortress HANDLING — MANEJOKIMMo Avoid latere spera . O O E' la Aman IdMal 10-MaTtemnprom r turnaround b prop any readving houses at the pbsRt, Unhand routineunloodinand b ar. tinct to,.damage. EI mnbMl4a Iknp tetef pvvevplMrp Ee "res s" ar Y Mnttenar.MewEamMle tis. an b Mrz. ."h u, tis trusses en he dessmaredpa2prevmli drum r� r .R 0 Trues ybeunloade'ldhreNyon MegmuM xereeinedfdelIvervorstoredlempoanp n comae with the rmsed anerdalvery n o-ass[5 are la de Acrel fw rmm than ane week. at bb]mgM WP[Ient MyM[eneatataeztark Mbu iste'(29m)m W'(3 s) mmner (ar.). frecussesnutleturdecaNaNardi"I'mi i wind enaM,nmomaro eemnrr yo aenxwe rera[m romgatrere a. renlaao den n e/Na Mtgresceenhrnry. SlOs h�mo erra[dn gwadrdaa ga rods ae ane remain, p^ga blaguParam ce coma rw ,arm exrar cp w pu M IM au55s a 8 M1asta Ie ryes en anho (a.[.). 0 rw basso around for more noun one treat, cover WMb m forest from Me environment. Fat WYYs 9w/wdos M/ cods de ear samurw. Nha Im NWNa'Lara fmhgwbs Cel amACMe. RtlNbB6I"'b a. son,sy,ofM cebalnlrg ro baMllrg art poste stage of banes. upanrfaids P=^wainrannummiums f IMa.M/eNma NYandry 0onebstrwxp dreadatadi Use pnMdg- Use M^ce M'Miazb ging and Aolstin9 ce/a Mardon wulOrsnl. imgonsa[ O DO NOT stand NOahma[er¢ unbrarzd EUMlds sM.vMammbs sought dose warm'. m DONOTstaem NO Mora[meen tlena Warner ground da51rN. MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMMMCIONES PARA LEVANTAR TRUSSES IMDMfOUALES WOMIUsing a single pick -polos ar the peak pn dears, Me truss. EI um Ce uamb lunar en Mplro Iu2 kvanGrpueEe ham/ 03%p al Cr65. an alear, .oww To — NO rnrum m s Aamnmlanssl~ SprrS per ralm¢I eine wulALq m W I _ &y na v + cot. f� .a�w.r� vden 'I nlNm vex. oa non. ® Nam each 1. in pa pan vyM she aPadmn ryaipment until W Imsd pemwrary lme21 moment Is Ir --III and the ems is fa54M W the baron pared. SaCcy, aH buss en lsv[mn con alulp Ae wure hand, goer M maintain, , laseml prompt oe N cxcdn s'/Mr'N/aMimbladoYe'hussutl Mxradomlro wyw/(es. INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENOACCIONES OE LEVANTAMIENTO BE TRUSSES INDIVIOUALES FOR LA MANO 0 Toasts 2P Q To -30 (son S)or (g.l m)rc hads, Pours Im'. readers at Impurities k. 9uarfer palMs Eopa"a spm/fed= IW[a - W. hs boss fhussa uPm]o'i "e"ar"s them -i it de oar (6.I m) .6,30us, ) Treses Rade 20 in. pies amcaav Trsureareas hard 30 pin TEMPORARY RESTRAINT & BRACING RESTRKCI6N Y ARRIOSTRE TEMPORAL �paper mees[-S2"'for mare iMormation. ipa CAdd iertpamry rea el resomm BM-92.1^{uan m3s les/ coin. WkoRml PesT, 0 la[ase ground braces fv Aso truss mreNy in rine M�) wiM all rowsof MpplroN hmpaan la@al reslrams 2a<min. (see mule In Mer t Warrant. Cobauebsanlowadederva el roes. W. prd el pima huts d6xl,meMe an llrrea con cards, una Ce tis erase first fiWsde r(ada seMlaMal. suppoldeWam). ego° truss wpciw(w.a k fable m la pwima mWmrwJ. DO NOT walk m ants. trusses, moue y Non of M d��M. �5� �—aaditlonal SIGOD NOT ffind on Vuss pveMangs unel Ime... Struticn- nand.aghasdeera0alletl [o Me truss and overhangs. and seoatmmo esssual. nasmo he,. a 0 armadas, tradurre. Carolina Lumber Site Information Lot 3, Camilla St Navin C. Martin RE. #80359 A!1 1 2425 Bentshim Dr. Jacksonville, FL 32246 % 69C09 oN WIND LOADING (Cd=1.) O\� MWFRS �i�+1 SN3 N 130 MPH (3 second gust) \ ASZ1eQVW -0 t Enclosed Structure ((0.18) trrrrrtgj4t Exposure C Occupancy Category II (Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW V16.00.000 OFFICE COPY r (TH) • = TrueHouse Fe- F LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) 0 20 psf TCLL 40 psf TCDL 07 psf TCDL 10 psf BCLL 00 psf + NCLL 10 psf BCLL 00 psf BCDL 10 psf BCDL 05 psf This Package Inicudes 19 true designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TNS ID DATE NO JOB ID TRS ID DATE 1 86184 GE01 4/18/201 2 64164 GE02 4/28/201 3 64164 HJ01 4/28/201 4 64164 JOS 4/28/201 5 64164 J02 4/28/201 6 64164 Jos 4/26/301 ] 64184 104 4/39/301 8 64184 J04T 4/26/X11 9 64164 T01 4/311/2016 10 64164 T02 4/39/2016 11 64164 T03 4/28/2016 12 64164 T04 4/20/201 13 64164 T05 4/2 M1 14 64164 T06 4/20/201 15 64164 T07 4/29/2016 16 64164 TOS 4/29/2016 17 64164 T09 4/29/201 38 84164 T10 4/39/201 19 64164 T11 4/28/201 OdeTeohnolo�is a neVeni name owma of J.Fade, Tecnnolcgr. Ne.. a Fmrina fnrpmnbn Fli C Era ser BusimssexshouNo. 754 ]-a]453aMn Park CourtfeSuits 402 Jr,rearlle.R3222'"a 7 a.'621- seal thisindexmeed acceptance ieiltty,an, ra ue of .�. The araalanal and use earn d Truss oesial aawmgs listen #sous aria eltecnM. The mnaeilib aria use m each arawingmr any Oesu Some ib0NeBuilds,Easer,thrANSVf%1-20025¢ on3 O APEX`lNeOal,Whingisheres,ore W1 " sen amaed to this sneer l herelay cemry that his sews as an sides sneeunmmorremce Fule 61GSS23A02(2) and 61G15,31.003 of the Florida Board of Professional Enpjneers \NE, E, ROS SF,, No 80499 ST OF PL s3f�efAN 1]a,rrtrlttl 4 03'00"00 J02 JACK 5.00/12 Pitch 1 -Ply 1 224.21 57.00 Job If "I" r� p 3��p 49.22 BEARING INFORMATION WOODTRUSS 1ss4u OTY SPAN 35.00 DESCRIPTION 05'00'00 555, Z� 4 •• REACTION UPLIFT 1 34'07"M GENGAEL 289.43 kin'O`•,•. 5.00/12 Pht.-V&hj�� 843.30 239.00 .'.27 t 2 1923.22 505.00 1 1nO'00 GE02 GAEL 5.00/12 Pi181 1 -Ply 1591.]9 429.00 2 09'09'05 HJ01 HIP 3.54/12 Pityh 4 :1 -Ply i 388.64 165.00 EJACK 5.00/12 Pitch -JACK 00 aoaae �� ••, 426.53 98.00 T ;•3 10.79 11.00 4 01100"00 JOi JACK 5.00/12 Pitch "y.........• 205.62 78.00 3 Vvd 553 44iIti' 93.00 14.00 07'00.00 JO4T EJACK 5.00H2 � � 1 -Ply 1 365.53 78.00 ,46.11 99.59 36.00 4 03'00"00 J02 JACK 5.00/12 Pitch 1 -Ply 1 224.21 57.00 2 49.22 0.00 3 71.19 35.00 4 05'00'00 J03 JACK 5.00/12 Pitch 1 -Pty 1 289.43 67.00 2 87.83 0.00 3 121.95 65.00 8 OT00"00 J04 EJACK 5.00/12 Pitch 1 Fly 1 360." 80.00 2 125.70 0.00 3 172.53 93.00 4 07'00.00 JO4T EJACK 5.00H2 PRM 1 -Ply 1 365.53 78.00 2 115.56 4.00 3 169.69 84.00 2 34'9700 T01 CONN 5.00/12 Pitch 1 -Pty 1 MAT 187.00 2 1618.]] 419.00 3 553.42 149.00 1 34'07"00 T02 COMN 5.00/12 POM 1 -Ply 1 695.60 201.00 2 1348.76 336.00 3 861.04 217.00 0 34'OT00 T03 COMN 5.00/12 Pitch 1 -Ply 1 1380.46 3]].00 2 1380.46 377.00 8 34'OT90 TW COMN 5.00/12 Pitch 1 -Py 1 1382.31 376.00 2 1386.54 375.00 1 WOT'00 T05 HIPS 5.00/12 Pitch 1 -Ply 1 1382.62 370.00 2 138].5] 370.00 1 34'07-M TM HIPS 5.00/12 Pilch 1 -Ply 1 1463.01 378.00 2 1447.46 379.00 1 34'07"00 T07 HIPS 5.00/12 PBM 1 Fty 1 1"6.11 380.00 2 1427.70 380.00 1 34'07"00 T08 HIPS 5.00/12 POM 1 Fy 1 1385.05 381.00 2 1388.76 382.00 1 34VT00 T09 HIPS 5.00/12 Pitch 2 -Py 1 1385.05 382.00 2 1388.76 383.00 1 34VT00 T10 HIPS 5.00112 Pilch IFly 1 1434.11 42200 2 4962.00 1432.00 1 19'00'00 T11 COMN 5.00112 Pitch 1 -Ply 1 799.54 219.00 2 799.54 219.00 Total of Trusses M Maximun Height 08'01"02 Page 1 of 1 :!;||| / ƒ } . j !| § ` Rig. 2 - \ .1,,�� _ _ § M �§ ) 0� || \\ \ \\ _ § §) §2 § \ }� \\ )j $ �\ . !§ , - e §! ° \\ )§ \ 2� \/ \ \\ \ /) -T k§ o, ,! ( _ \\ \ \\_ �\ \ / \\ \§ §| | q ® _ _ § , ) _ |(: )) \ §\ - -00 _ » $ ( ` ` § | | \ \ \ ( \ / k § § M W> z_ (§ \2 _ § k j cl KM - !2 ) _ _ - H \ j `§) k § \ \ -_ ) S2 m ] § | ( - ` k 2 ! .(, )\ ( / )f \) o| / !,■ § \ § _ . - /\ §§ ° » %) (� / § )% ,K - - )) ®\ / [ - |M �� ° 2 *$ ` ° e q 2 : , ) 56 o # 2 \ \ �� . \ \ \| : | 2 / 2 \ - m m CD § j ` f-4 \e§ ) �g \§ §§ / U) _ ��« §� � `�§ CD ��§ !L. §2 ( 0 Viz `�2 / //\ M mk ��\ °;! ) a)° . . .°\° . 727§) || );&mz ! 2q§0) ( )/®�� ED w § ;�Sm2 ; 2 ) /)>|z [ [ :<0>0 w \ 0 m 0-> o | Q j0 ` \\\ %2k 2| mZ:Km §)k §G> §-9 ��0 —i Z (d) ca ( )/] )/l -� _W �/ §/q °j� ;§2 °j& ) |! ;| (| , _ GIRDER ) REFER sPLACEMENT PLAN !FORNO ePLIES ( (JACK JAC)JACK ! _ K \) . 03 ;| )) ) : | °f °f)m\m?6mo)3§jg!mo!!� )) _ °°0 /(\ 2§ \ �§ 2\ f§ i 2C\4i / §2{/70)i $ M. \ � ,§ }2 } §kZ(})m ;°ZM ) \§7] �))) 000 T )} || ` ) /§! §[ ( | - �] n | (§0 :E 'o §§2 - \ /ON - ) \ -wo )) §(^ [ ( o OG, ., j ;§#2 ) 2 § q /§ !! §) f §§ §§ ! | ;\ - I) r ) )§ Z �§ �! )OZ AomM| ; ,! §§m \; k)2 4 `,'0 E 3T up ®� « - )i :/. ° 0 4 ` � ( § Q\ S. » q §DO mz § (-64 mo \ - m O - Tz 71 .X 0/ :| �| )� §| |! ) \ §( % / |; \)O2/ ) /(\/ �( |( ; |! § / § §$ 2 { ) - ¥ ) 4 ( �0 4 ) / *� A m) 00<zi_ I � <Z R § \ !�§ REFER oGABLE END a ' 0a oz _moo a ,2;/ )64 M@ ! �i O ;I § ! �( :t. j/ z :§§:; §§i �| ( ® 2 ! § A ) ) \kw ;4 ( ]� ( � ) -0 OM - xm§,Mo ® \§) 00" > \� (( » !// !;§§`/ / �g� §mm -o a §®_ C °/— \\{\k Tr / $ 6 9` CA �k�2 / m §/ / -o , T )( \ !| < §§ >Mm> \Z § ` wz ;§\ :! ! k\\ \§ $ )\ 2 ! \ \ / ` : - ) m \): m ( 2 $ 2 ,7 ` >k | - \ \ 9 § _a< § Z( \�� ? jj � ) ® Oz 77 0 'm -n o f § M>�rm / ``< - ) \ 6 __ cn z G).2 w z-: - _ \ \ / || §\W-g k� > / ) n§ %2 >=o !! �,/ § § e§ o z 0� ;)2 :m! _] § \ / \) O �q< §? _ / ,y ¥ m \ /) \\ ) �� )\ \ \ > |§ : m m P § » / >, \/ \ > > k \\)/ )� § / , ;K«� § / mzo .� 0) 3 0 ol .� §§ { N MIN PIY1 SEON; 17561/111 GABL CUSTOM-CAMILIA STREET Ory 1 FROM: DRW ; GE01 WO21961bs Page 1 Of 2 / _ 0023116 ou ne'd evars T „n of l v ® k ati o l a �. a 'a k`m• �.: ea. vs ia."'m.m an ..a .a F "I a. I err W. R-nLl I—sw—I Leading CrBede haft WhtJ CtlNrla Md. CNMtla 0ri.lifn pSF) Dell Crfl A Maximum Reactions(Ibs), or'=PLF TOLL: 2000 Wind SM: ASCE 7-10 Pg: NA Cl: NA CAT: NA PP Dellecilon in Nati—had LM We R IS I Rdi / Rb I RL IW TCDL. i% Speed: 130 mph Pb NA Ce:NA VERT(I_Q: 0.106 G 899 240 B 343 1239 N%1- 1201 /3.5 BOLL: 0.% Endowre: GwM Lu: NA Cs; NA VERT(RI: 0.247 G 90.5 323 AB -121 132 165 1- BOOL: 10.% Risk Cearyory: II S. Duafipn: Np HORZhLY 0.036 G - - 1131 Des LO: 37.00 EXP: C HORZ(RY 0.1.Wind G - - Wind re B, Wi h R an MFRS Said: :10.% Mean 42 IMF 15.00 ft CardsCode, BCCriteria01 Creep CSS 1.5 B Min Big Width Rea= 1.5 Said: 200 TCM: 41 pill Tat Code:? 2011 RES Max TCCSI: 0.951 O Min BigIS Rea= - Lord Dum4am:1,25 MWF 3.0 pill TPI Factors Max BCC31: 0.548 Besdn9sB8OFcperp=%Spilt. Speclng: 21.0' MWFRS Panda] it to M1Q Rep Faris 1)(01 Yea Max Web CIS. 0.165 Maximum Top Choral Fomes Par Ply Par) CBC Dicer'. 9018 "ART: pe(sy. 01 Mag Saclsd Camber GCpi'. 0.18 Plate Type(s): Chords Tens.Conp. Chords Tera. Comp. Wind Dual 10 60 WAVE VIEW Ver. 16.01.00.0302.13 A -B 31 0 N -P 419 -ZG Lumber AddM—al Neoax B -C 021-1345 O -O Tit -105/ Value Sat; 13BIEfleafive0I1Q013) See DNGSA140l5ENCI01DI43GBLLETIN1014sr C -D ]81'1022 P -R 368 -172 Top cM1ord 20 SP V T6 2x4 SP lei: gable wild leading 66O ng requirements. D -E N -231 R -S 350 -At BM CM1ord Noted W30:B220 SP 43: cka w etl tap cited must NOT be notched t in O -F 2 -972 3-T 329 -3B V Webs 2nd SP p3 rea1NNLl. DroipetltopcM1aEbmcetla124'o.c E -G 302 -222 T- 290 -205 :Stack Chad 3C1 24 SP p2: iMeaals. Atlecri shaded too them! (SC) to dropped F -H 313 -9% -V 2% -2% top chord in hatchable area using 3x4 tie-pNtes 24' G -I 315 -2% -W 238 -2% Lulueset '13B'uaes Jesi9n values ¢c Center plate m stackeakdespud cud H -J 331 -B]L W -X `T8 -2% appprovedroved l/30f2013 by ALSC insurance, pias length pemendicular to Chord length. I -K 341 -1% X -Y 178 -20! Plight, NO. Spike hap chad in nmchabk area using 3x6. J -L 342 -%0 Y -Z 151 -29 All plains are 3X4 except as named The mehall height of Nis tura excluding wmM1arg is L_N 3T7 -1P Z -M % .= 3-2-15. M TM -1%B AA,M 174 -262 1")l elates) deadirc specs positioning. Refer 0 Tap Chad overhang(a) may be fieri trimmed, M -O 717 -985 AB -AC 31 0 a®Ied pais plot debate for special waiYDning requirements. Maximum Bot Chad! Fomes Par Ply (M) Placa sized for a minimum of 4.00 ag.in.lyiace. Chords Tem.Camp. Chords Ten. Carp. Purlins BAN 1011 -502 AMH In -101 In Had of structural Panels ar IBM railing use Wrlins AM -O 1031 -5112 AH -AG 179 -ins he ksrally byre chords ea title. O -AL 1T5 -1% AG lc 139 -100 Chad SpeBglin a) Stara(,) Endlfll AL -AK 1T5 -1% AF -AE 1% -102 TC 24 -1.38 35% AK -AJ 175 -1% AE -AD 1% -101 BC 75 0.15 34.29 AJ -AI ITS -104 AD -AB IV -% Apply purlins la any chords above ar bebw fillers at 24' OC unless &oxn othemtse above. Maximum Web Faces Per ay (I es) Loading Wee Tens.Comp. Gable end supports 8' max rake overhang. Tap C -AM 409 o shad ma,t net. cm or notch. Wind Maximum Gable Forces Per Ply (ling Wind leads mMWFRB r•N additional C8L Gables Tens Comp. Gables Tem. Carp. member design m E -F 1A -115 TO -76 G -H % Al - U -25 AI- % -73 NOTES: 1. TM1is tlmwirg is mol wlficient alone la insbllatlan. Addressed inaW cions accompanying this teas dressing, include SCSI 1-03, should be used m conjunction vnaM1 Ne attracting plana during installation. 2. Apex Technology is a BNdous name ovmM by Jex Apex Technology Inc. Fonda Corporation. Fonda Engineer Business No.351T-4345 Simon Park Court, Suite 402, Jessaonville, FL 32224 -901,821 5200 APEX MlehaN G Koabwski Je,rey P Ameson Derek B Murray PE No. 60839 PEW 58544 PE No. 71457 61164. ply,I SE0N: 17WI I T1 I GABL CUSTOM-GAMILW STREET Oly: 1 FROM: DRW: GE01 Wgt 219.11 lbs Page2d2 I ... MV16 I -J 51 35 AK -V 60 -75 K -L 02 -55 AG -W M -73 M -N 66 -151 AF -X m -79 O -P 191 -23 AE -Y fi5 -10 AL -R 57 -46 A z 210 -193 AK -S fib -60 NOTES: 1.ThmdmWyismisulficimlalomfmimWila n. AtlENonal lnsWgkns accompanying this truss UraWng, include BC511-03, Mould be used in con uncian WN Ibe ar iiitectural plans 6urog'mslallation. 2. Apes TecbnnWy is a SMicus name ownetl by Jar Apes Technology Inc., Florida Cogwalkn. Florda Engineer Business No. 7547 -4745 SUMn Fark Couq Suft 402, Jacksomilb, FL 32224 -901.021.520D APEX Michael G Ko7lowso Jeffrey PAnne. Derek B Murtay PE No.60039 PE No. 50544 PE No. 71457 84184 PI,1 SEON: 1]582/T14/GAM CUSTOM-CNMILIASTREET Oly.1FROM: pRW: GEM I WW: I00.81be 1 _. m2M1. rvl T G T I 3 I a v E TI p X LFaY .fxe an4. W2 I - N W2 (NNL) )— axe Loading Croaie (pan Will ill Calendar TML 20.00 Wind Si ASCE T-10 TCOL: 7.00 Speed: 130.0 BOLL: 0.00 Enclosure: Closed SCOL: 10.00 Risk Category: 11 Dee W: 37.00 EXP : C NLBML:10.00 Mean Height: 1&00 It SWM: 200 TCDL:42 per Load Duragon: 1,25 BCM: 3.0 pat Spacing: 24.0 MFRS Parged Disc o to ha MM Web CSI: 0083 CSC Dist a: 3,00 it Mfg Sprigged Cumber GCN: 0.18 E -F Wind Duration :1.60 Value 3N 13B (Effective M1R013) Top chard 2x4 SP #3 BW Mord2x45PM-30 Wei 2x4 SP p3 :Stack Chad SCI SP 0, :Shia Chad SC22x4 SP 0 Lumber value set 'I3B-uses Gees, ridges Approved! 1/!02013 by P -SC PlNing Notes Regaining! for. minimum W 4.00 allaJpiew Purlins In lieu W structural panels or rigid ceiling use purlins W latmlly pace chords as toppers GOM 3p cing(imc) Std(fl) EM(g) TC 24 -1.36 20.38 BC 75 0.29 18.71 Apply pu nis to any clwrds above or below fillers Wind on MW FRS with additional C C Smn CMerla pbrinP6F) D.NCM Craig. Pg: NA M NA CAT:NA PP Deeeceon In lou Udell IK Pf: NA Ce: NA VERT(LL): 0.610 M 998 24 Lu: NA C. NA VERT(R): Mot M M 22 Sow Downtown: NA HORZ(LL): SliC - - 1W HORZ(Ti 0.008 C - - C-0 Code 7Mi..trough. Dump FacenI 1.5 BMg Code: FBC 2014 RES Mar TC CSI: 0.300 TPI Std: 2007 MIPBC CSI: 0.061 Rep Facture Used: Yea MM Web CSI: 0083 FTBET: 30j0Y1DID) Mfg Sprigged Cumber Assigned Nolea See DWGS A14015ENC101B14 8 GBLLETIN10141or gable Wind bracing requirements. Socked tap cinrd must NOT be reached or cut In ea INNLi. Dropped top ch. breced at 24' o.c inumeM. Alach sacked top chord (SC) to dropped top III in tractable area u9ng 3.46o-Neer.24- o.c. Center plate on MackeWdropped chord Interface , plate length perpendludar to cbad Imghh. Splice by cMM In n.t.luble area using 3x8. The overall height W Mis buss excluding overhang is 4-oL. Tap Chord ovarhangjs) may her heel trimmed NN y H —Y4ro---I N' U /23 138 I- 16 /228 Wind mac0ons baud an MFRS B Min Bq WMM Reg= - BeaMg B Fees,= 565psi. A -B 31 0 H-1 139 -16 S -C 157 .1% 1-1 1W -24 C-0 106 -41 J -K 68 -31 0-E 71 0 K -L 71 -43 E -F IS 0 L -M 106 -fib F -G 110 -4 M -N 157 -166 G -H 142 -11 N-0 31 0 Maximum BM Chard Forcoa Pug Ply Bbs) CMNe Tims.Cornp. CMNa Ton. Comp B -K 150 -61 T -S70 -83 -ID x -W IN -PB B -R 1m -� W -V 167 -67 R -O 166 -67 V -U but -® O -P 164 -66 U -T 1T0 -70 P -N 159 -63 Maximum Gable Forces Fer Ply (lbs) Gables Tmrs.Comp. Gables Tere, Comp D-% 212-1& S-1 125 -83 E -W 43-,14 R -J 101 -75 F -V 101 -75 O -K 42 -M G -U 120 -83 P -L 212 -152 H -T 2 -121 I.ThisdmWngunWs dentabeforinstallation. Admound instructions accompanying this truss dowing,include BCSI 1-03, should be used in conjunction wird 1M arcMlectural plans during Installation. suspect G KoolowsN Jersey PAmesm Derek B Murray PE No. 60839 PE No. 58514 PE Na. 71457 CUSTOMLAMILIA STREET CityWct 2393Iba (FROM; 1]503/T12/HIP_ IDRWI ... M&16HJOt I- fi2.0 3'6.13 � D +roe 12 3.54 a m m =2X4(A1T)B A E 1 91.2 '4%9 F c mrd 2. SP M30 chord 2x4 SPM l a 2x4 SP ea -(Lumber Dur Fed=1251 PIMa Dur.FacA.25) Loading CreelM(m) Wine Chimes Stew CMxla lPp,Wln PeFl DaBrcSI Crash. TCU: 20.00 Wind Std: ASCE T-10 Pg: NA Cb NA CAT: NA PP Bellantoni in be LIdeO LN TCDL: 7.00Speed 130 mph PF NA Ce: NA VERTR.Q: 0.034 F 999 240 BOLL: 0.00 Emissive Clad L. NA Cs: NA VERTDL(: 0.083 F 999 180 scm. +D90 Risk Category: It Shaw Duration: NA HCRZ(Lq: 0.012F - - U. Let 37.00 E%P: C HORZ(TL): 0.030 F - - NCBCLL: I O.OD Mean Height:15.00 fl Coda l Al Crflaha Cramp Facie 1.5 Soffit 2.00 TOOL: 4.2 pal BMg Cade, FBC 2014 RES MexTCCSI: O.405 Load Ouatlon:1.25 BCM: 3.0 pal TPI SM: M07 M. BC CSI: 0.458 Soadry:24.D' MWFRS Parallel Bim: O to an RW Factors Used: Yes Max Web CSI: 0.YA C&C Olga 3.00 it FTIRT:30(OY10(07 Mfg Spedfind Camber. c mrd 2. SP M30 chord 2x4 SPM l a 2x4 SP ea -(Lumber Dur Fed=1251 PIMa Dur.FacA.25) T6 From Seim -194to SS pit at 0.00 TC- Fmm 2pNm 0.00 to 2pit at 9.77 BG Front 0pit at -1.94ts 4plfat 0.00 B From 2pit M O.00to 2Nfat 9.77 TC- 3016 Cmc. Load at 1.46 TC- 142 W Cmc Load at 429 TG 214 b Corp, Wall at 7.12 BC- 24 lb Cmc. Load el 1,46 ISO, 99m Corn. Loads 4.za Be, P61b Cmc. Load a+ 7.12 Platte, Note. Plel. sized rw a minimum d4.00, ./Pi. :Wral panels or held calling use pudins e chorda as fobvrs: padng(m oc) gamin) EM(fl) 24 -1.94 9.77 116 0.15 9.77 to any chords above or bels, them es5 shmm otherwise ¢bow. Wind beds and reactions Based on MFRS Additional Net. The moall height of Mas W. excluding oeerherg is u -u. Top GOM owrhal may be field Mmmed. 389 1165 I- /- /- /4.2 427 197 1- 1- 1- /1.5 11 110 1- 1- 1- /1.5 a raaao. bad m MFRS Min Brg Width Reg = 1.5 MM Big Width Reg = - Min 0m Width Red Chord A -B 16 -7 C -D 31 -69 S -C = -571 Maximum Bot Chord Force Por Ply Qbag CM1ONs Tens.Comp. Chorda Te s. Comp. B -F 50.5 -203 F -E 0 0 Maximum Mb F.. Por Ply (lb.) Webs Tens.Comp. C -F 231 -605 1. This drawng'a not sufficient mane for innalla0m. Additional instructions accompanying this lrv.@aMng,include BCSI 1-03, should be used in conjunction wAh the architectural plans during substation, 2, Amy Technology¢ a fictitious name oymed by Jar Ayer Technology In, Fadds Corporation. Florida Engineer Business Na. 7547 -4745 SUMn Park Coup. Suite 402 JaGsonylls. FL 32224 -904.&21.5200 MiNxI GKod-lu Jegrey P Ameson Derek R Murray PE No. 60839 PE No. 58544 PE 140.71457 CUSS jai I WM S.61bs FROM: 175831T10IJACK OftW: CUSTOM-CAMILM STREET 12 5 C 2M(A1T) B T 9'6"15 LO T 0) J5 1 9'1"2 A 0 1 f- 1'4"8 ,' J Leading Canada last Wind Crial Snell CaterM(papir a Ps, De61CSl Cftda ♦Marknum RaacMns(Ibs) TCLL:20.00 WNd Sax@ ASCE T-10 RD: NA Ct NA CAT: N PP Deduction in ou 1/ded LM Lou R 1U /ft Iran I RL IW TCOL: 7.00 Speed: 130 mph Prtak Ce NA VERT(LLI: NA B MIS 177 /1481- 131 13.5 BCLL Dad Encloans Gard Lu: NA Le: NA VERT(iLY NA D 12 113 /14 /- - 11.5 BCUL: 10.00 Risk Celagoryal Same Oumtlon: NA HGRZjLL)'.-0.0000 - - C 19 137 /30 /- /- Its Des W: 37.00 EXP: L 0 - - H0RZCreep Wind re M1 FRS5 10.00 Mean Height: lS.00fl COM IMIsc Oatada Faces. 1.5ddO Creep Fadm t5 Bina Width B Min Big Wldtl Rey= 1.5 R n Suffat Lead 3.00 Bldg Code:? 2014 RES Mar TC C51: 0.354 MmB,WidNRea=- Laad Dui 25 BC Bi3.1)per TPI fila: 2007 Max BC CSI: 0.051 C Rey IN - C Mn Bry 24.0 Spatlng:24.0' IFFIS Ppad hi Rep Factors Used:Ym Meg Web CSI: Beaan9BFcpmp=S65pti. es, C&CNAaa 300ftlM:Ob CBC DMa:3.008 Ffgr Mg Spetlfied Camber. rabad GCPl: 0.10 Typed(.):3ODY pale Type(a): Maximum Top Chard Forces Far Py lEa) Wind Wmtion:160 WAVE VIEW Von 16.01.00.0l Chords Tens.Comp. Chale Tern. Comp. Lumber A-0 31 0 B -C 36 -2I Vyue Set 1M (Effective 61 TOP than 2x4 Be d3 Maximum Bot Chard Forces Per Py fibs) But Mwd 2M 3P p3 Chance TonsComp. Lumbervalue set '1319' uses design values B-0 0 0 epgoved 1/3ORNO13 by A -SC Placing Nates Planes sized In a mircmum Of 4.N saJrtlplese ml panels or rigid ceifng use Panama mems as fo lovs: ung(in oc) Sandhi Enn(6) 24 -1.37 1.00 10 0.15 IN Wind Wind loads based on MW FRS war additonal C&C mumberdcagn, additional Nohs The Overall height of this w5s excluding oveTang is ass. Top CMrd ovmbang(s) may be field rammed. . This dnwlng Is not suR¢ient alone for matislanion. Additional inswcLons ecwmpanying Nis was drawing, inclutle BC611-03. should the used In Conjunction was IM arcbikUunl Plana during insnllaf n, . Apex Technology Is a ficfidws name owned by Jar An1ex Technology Inc.. Florida CaryoMim, Force Engineer Business No. 7547 - 4745 Saturn Peru Cater. Suite 402, Jacksonville. FL 32224 - 904.621SNO MiamN G KorawsM Jeffrey P Amex" Cenk B Murray PE No. 60639 PE No, 56544 PE No. 71457 64164 Ply: I SEGIN CUSTOMCklilli STREET CRY. llR lbs IFROMa I564I T91 JACK IORWI _. WY2Mi6 C 12 T T � 5 10'4"15 �I 1n i� 2X4(A1T) B 911n2 A D 1 1'4"8 3 31 Leadin, CMeae ipso Wit CaMda snuff CMerN IPli pi De01C31 Cri1ede TCLL 20.00 Win 511 ASCE 7-111 Pg: NA U NA CAi PP DMe poi N bol -/dell LK TOOL: 7,00 Speed: 13D mph PI:NA U:NA VERTILLD NA BUL 000 Erwlosure: Closed Lu: NA Cs: NA VERT(TL): NA BCU: 1000 Risk Calegary: 11 Snow Duration: NA HORZ(LL): 0.001 D - - 0es W: 37.00 EXP. C 110i0.003 0 - Cede l Mbp Crfti NCSCLL:10.00 Mean Height: 15.00 fl Creep Facia: 1.5 Soon 2,W TCU: 4.2 p f Bldg Code: FOC 2014 RES Max TC CSI: 01446 Load Consider: 1.25 BCDL: 3.0 Pat TPI BM: 2007 Max BC CSI: 0.134 Spatlrg: 24.0 MWFRS Pere11e1 Dai: 0 to h2 CAC DIN a: 300B Rep Factors used: Yee FTIRT: 30(Oy10(07 Mex Web CBI: od" Mfg Special Combo: GCpi: 0.18 Plata Typists): VIEW Vac 18.0100.030213 Wind Cubic 1.611 WAVE Value Set 13B (EW,bm 81112013) Top chord 2x4 SP M3 Bot Chord 2x4 SP i3 Lumber value set -138- uses design values Samovar! 1131v2013 by A1SC pladrhg Nates Plylas Amed for a Mnlmum of 4.00 sg.in biece Purine In lieu of swclural Panels or rigid casing use grans W Nlerally traces choNs of follows: Chord Seadnglln or) Steri End(ft) TC 24 -1.37 100 BC 34 0.15 3.00 Apply Wdlns to any dMads above or bebw fillers at 24- oC umu5 shorn aNerxise above. Wind Wind bads based on MWFIRS with additional C&C memberdesgn. Additional Notes The coastal height of Nb buu excluding wedging N 1-7-5. Top ChoN overhangs) may be field trimmed B 224 /56 1147 I- 160 /3.5 D 49 1- 127 1- I- /1.5 C 71 /34 /26 1- 1- /1.5 Wind reactions based on MWFRS B Min Br,WMNReg= 15 D Min Bq WMlh Reg= - O Min Br,WMMRe9=- Bddng B Foler, = 555ea1. Chords Tens.Comp. Chords Ter¢ Cone A -B 31 D B -C D -56 Maximum Bet Chord Forces Per Py Ill Chords Tens.Cwn, B -D 0 0 I. This dmMM is nm wlMem alone far installeMn. Addn'mnal inswN ons acmmeanyfng Nistmss &av g, Include BCS11-03. should be used In ccngunc8on vMh IM aNNetlund plans dung installation. I. Apes Tocieckgy Is a ficMbua name mxhed by Jas Apea Technology Inc. Force CONwalcn. Fbdda Engineer Business No. 7567 -4745 Sutlm Path Cwd, Suite 402, JaMaonxile, FL 32224-904 821.5200 MicM¢I G Kesdowsk Jeffrey P Amason Derek B Murray PE No.50839 PE No 55544 PE No. 71457 &169 Ply.t SEON:17565IT7IJACK CUSTON -CAMILIASTREET Oty.4 FROM: pRW: 0 W9C 102 Ma ... l ... 092fl/16 C Vi 5 5' -road Loadin, Dr Wind CtMde Smmr Cffteria tPo.R M Pat DaNCSI Charge TCU: 20.00 Wind Std ASCE T-10 Pg: NA Cb NA Cary: NA PP DeBedion In lob Wal LM TCDL 2.00 Speed: IW mpn W. NA G: NA VERT)LL): NA BCLL: 0.00 Enclosure: Chased Lu: NA Ce: NA VEFT(iL): NA BCDL: ION Flat, Category: 11 Snow Dundon: NA HORZ(LL): 0.0060 - - Cars, Ld: 3 000 EXP : C HORZ(Il): 0.015 0 - - NCBCLL:1000 Mean Haight 15,00 ft Code l Misc Create Creep Feta: 1.5 SMM: 2.00 TCDL: 4.2 W Bhlg Code: FSC 2014 RES Max TC CSI: 0.544 Load Durefil 1.25 SCOL 3.0 pill Tel Sol: 20D7 Neill DAN Spacing: 24.0 MWFRS Parallel Dish: O to h2 Rep Factors Used: Yea Max Web CBI: 0.000 COC DW a: 3.ODft ii 30(oy1g0) Mfg SpecihMc Camber GCpi: 0.18 plate TMlai VIEW V¢ 1601 oo..211 Wind Duration: 1.60 WAVE Value Set: 13B(E6eepre W1R013) Tap Mom 2x4 SP 03 Bm Mac 2x4 W d3 Lumber value sat 'I3W uses design values approved 1130,2013 by ALSC PlMrq NNea Plates saes for a minimum a14.o0 arm rbiece. Fargo, 21 Ni or to calling use Wrpw r Mama as fWows: ringpn act Saudi Endlft) 24 -1,37 5.Oo 56 0.15 5.00 any MOMs above a below liters s M. Mhemnee Monne Notes on MW FRS Wl addnonal CSC truss excluding mwhang is may be red trimmed. 289 167 1163 1- /90 13.5 08 I- /47 1- 1- 11.5 122 184 /57 I- /- 11S id reactions based on MFRS Min Bq VildM Reg = 15 MM ED Width Rap = - Min Bm WidO Rep= - Maximum Top Chord Fames Per Ply pbs) Chards Tens.Cann, Chums Term. Comp. A -B 31 0 B -C 47 -70 Maximum Bot Chad Forces Per Ply (lbs) Chance Tms.Comp. B -D 0 0 I. This dmwirgnet sufficent alone for inuallatim. Atoll msWdians accompanying this muse drawing. include SCSI 1-03. Mould be used in conjunction with the architectural plans during Installation. ?. Apex Techni is a fici name owned by Jax Apex Technology Inc. Florida Corporation . Fbnda Engineer Business No. 7547- 4745 Sutton Pat, Cour. Suite 402, Jacina le. FL 32224 -904 021.5200 MiMse' K G tilowsp Jeffrey P Amesm Carer B Murray PE No. 60839 PE No. 55544 PE No. 71467 U181 _ Ply t SE- 1-1 T1 I) EJArt _ ElCUSTOM-CAMIUASTREET ory:e FROM: DRW: W9t 235 ea I ... 0428`15 C 1rD"1s 2 5 p N t+l t+l l 2X4(A1T) B T A = 9'1"2 o 7- 1'4"8 T Lwarp Canada food VIM ma Crimda Snaw Creel (l P'. TCLL 20.00 WIZ St0. ASCE 7-10 Pg: NA a NA CAT: TOOL: TDO Speed 130 mph PI: NA Co: NA BCUU 0.00 Enchessa :Closed Lu:NA Co NA BCDL: 10.00 Risk Category: 11 Show Christian: NA Des Ld: 37.00 EXP:C NCBCLL: 10.00 Mean Height 1500 ft COM I Ms. CMMa son 200 TCDL: 4.2 par Bldg Code: FBC 2014R Lead Duration: 1.25 BCDL: 3.0 pux TPI Std 2007 Spl 24.0 MFRS Paul DIN: O to NR Rep Factem Used Yes Maximum Bot Chord Fomes Per Ply (Ilea) Csc Dist a: 3.00 ft "MM 3D(Oyt 0(0) Gl OAB Ptee Troths, Value Set: 13B (Effective 611=13) Tap cloth 2x4 SP g2 But Mord 20 SP g2 LImW vane am -13W ua. design velum apgwed 113012013 by &SC Plating Notes Fluxes sued for a minimum of 400 set inulpiem. In lieu of sWCWrat panels or rigid ceiling use purlins to laterally dace chords as follows: Chem Spacial oc) SUd(8) Eiri TC 24 -1.38 7.00 BC 75 0.15 7,00 Apply pur ion to any thuds above or Wow filers as 11 OL ansa . otherwise above. an MWFRS wth additional CBC The overall height of Nis truss excluding ovemang is Y35. Tap Chord oveTang(s) may ce fcltl tdmmetl. De51061 CrheNa AMaxpmum Neawmmtnsl PP DeeeM. In tec Used LN Lac R IU /Rw 1111, IRE IW VERT1llr NO, B 360 179 1223 1- 1119 135 VERT(TLy NA D 126 I- 'm I- 1- )1.5 HORZ(LL): 0.0160 - - C 173 193 105 1- 1- /1.5 HORZ(TL): 0.038D - - Wind mergers based on MiAl Creep Fxlar: 1.5 B Min Big Width Req= 1.5 Max TC CSI: 0.687 O Min BMWidth Req=- MexBC051: 0.489 C We Ban Width Req= - Beedn9B fcperp=S65psl. Max Wage CSI: 0.000 Mfg Studied Camber: Maximum Top Chord Fomes Par Ply Ales) Chords Ts.Cmnp. Chance Tem. Camp. VIEW Vac 16.01.00.0302.13 A -B 31 0 B -C 66 -08 Maximum Bot Chord Fomes Per Ply (Ilea) CM1ONs Tem.Camp. B -D 0 D I. This drawn, is nm sNAWnt alone for Installation. Addinenal Instructions rmmpanying Ws Vons mawing, Include SCSI 1-03, should be used in conjunction with the mMitecWrol plana during ImuslaMn. ?. Apex Technology is a Schnee name owned by lax Apex Technology Inc., Boards CorporationFlorida Engineer Business No. 7547-4745 Epson PBM1 Court, Suite 402, Jacksonville, FL 32220 -904.821.5200 Michael G Kozlowski Jeffrey P Ames. Derek B Murrey PE No. 60839 PEN.. 58A4 PE No. 71057 "I" PI, 1 7-SE ON: 17W7/TBIEJAC CUSTOM-CAMILIASTREET Ckr4 FROM: ORIN J04T W91,20.0gas / ... 04128118 T 12 T Ch 12'0"15 fj � N Nx (V M mm X4 +Do10'1"2 1 6 =2X4(A1T) B Fr 2X4 E A i"2 A 14X5G 12 �— 12 9' �---1'4.8 L 23'8 + 48"8 2'3'8 7' 7 Loading Cerera psg wind Centel Shady, ban Cabana (PoR a Rai) oe gCriudMaximum Reactions ♦ MaximuReactions jibs) TCLL: 20.00 Wind Std ASCE T-10 Pg: NA Cb NA CAT NAPP oenedan In d U k, LM Loc R 1U / Rw /ft I RL IW TCDL: 7.00 Speed 130 mph PI: NA Ce: NA VERT(U): 0.145 F BID 240 B 366 178 /220 1- 1119 13.5 BOLL: 000 Embalm: Closed! Lu: NA Ca: NA VERTQL): 0.342F 240 180 E 116 14 /68 /- /- I1.5 'CDL: 10.00 Risk Category: 11 Snow Daemon: NA HORZ(LL): 0.062G - - D 170 103 188 /- /- 11.5 Des Ld: 3700 EXP: C HORZ(T-k 0.147 G - - Wind a ac8o® based on MW FRS NCBCLL: 10.00 Mean Heigh: 15.00 It Coria l Misc Criteria Crepe Fadm 1.5 B Mln Brg WMm Req= 1.5 SWM: 2.00 TCU: 42 Off Bag Code: FBC 2014 RES Mm TCCSI: 0.715 E Min By WidthReq=- L^ad Oumdon: 1.25 BCOL 3.9 pet TPI SM: 2007 MaxBC CSI: OA14 D Min Brg WldN Req= - Spacing: 24.0- MWFRS Pamllel CAN: O to eQ Rep Factors Used: Yes MaxWM CSI: 0.000 among B Fcage=565wi. CBC Dal i:300fl FTIRT: W(0y11 DID) Mfg Specified Camber. Maximum Top Caused Forced Px Ply (the) Wintl Dura8m: 1.60 WAVE VIEW Ver. 15.01.00.0302.13GCpn 10 V Typists): Maximum Tens.Comp. Chime Tem. Comp. Lumber A-B 31 0 C-O BE -76 Vdue Sm: 13B(Egedive 6MIT013) B-O 87 -406 Tap cMN 2x4 SP p2 Maximum Ba Chem Forces Per Pty (as) Ba chord 2x4 SP p2 Clads Tens.Canp. Cherds Tens. Carp. Lardervaluelues 013 by uses design values approved 11300013 by PLSC B-G 313 -169 C-F 155 -215 G-F 318 -160 F-E 0 D Paling Npha Met. silW fa is minimum W d.00 dam Ipi es. Purilne In lieu a structural panels Or riga cNling use W dins to laterally brace cbwds as allows: Chad Spadng(inac) Submit) End(ft) TC 24 -1,38 7.00 BC 26 0.15 229 BC 53 2.N 700 ApP1y Wdins he any cl ands above or Man fillers at 24' OC unless shown otherwise above. Wind Wina loads Wsed m MW FRS witraltlilimal C&C emteralgn. AtldRianal Noted The overall height of this W s5 excluding overhang is 135. Tep CL^N overhang(s) may be fNd trimmed. NOTES: 1. This tlavdng'n not sumaent alone for adulation Add11Y rid Instructions accompanying Nis pass drawing, include BCSI 1-03, should be used in cmjunaian date the anchilecaral plans during insulation, 2. Amex Technology is a flNUous name ovmel by Jay Awx Technde, Inc., Flor ds Corporation, FbrvJa Engineer Business No 7547 -4745 Sudan Park Cour, Suite 402, Jacksonville, FL 3II24- 901.8215203 APEX tieme1 G Roxlonne Jeffey P Amesm Derek B Murray ®' PE No.60839 PE No. 58544 PE No. 71457 SEEN: CUSTO AMILIA STREET IOWI'.12 162A the FROM:1]568I T16IGdAN IURW/ 042&16 Tel at a1PB 1TB-B 25YI J•a � fi'1tl9 BVYS BY'15 BYPB —1B1p4 -i- 15C12� 111 M 1a"2 B'lrto e� Tall BY[ 1IVI 4 2&14 347 Loads, Cdlem spot Mind Criable TELL: 20.00 Wind Std: ASCE ]-10 TEEL: 7.00 Stand: 130 mph BELL: 0.00 Enclsun: Clmed BCDL: 1(i Rik Cada o .11 Des Ld: 37.00 E%P:C NCBCLL: 10.00 Mean Heigh: 15.00 R Sun: 200 TEEL:42 pal Load Dun0po: 1.25 BC91-:10paf Spaded: 24.0 MWFRS Pareld Dist: 0 to ha FTIRT: 30(Oyl 0(0) CSC Diat a: 3.06 ft Plate TwNd): GEq: 0AS Value SM In (Effective 6112013) Top chem 2x4 SP I2:T2, T3 h4 SP M-30: But cM1ard 2x4 SP 6430:B22x4 SP 171: Webs, 2x4 SP 43 Lumber value me'13W uses design values, approved lali3 by ALSC Bndng (e) Comnmms annual nsualnt equaW spaced on member. Platin, Noris Pleas si[ed fora minimum d4.00 in,n flue¢¢. Purlins In I'eu of slrvdural panels mrngld ceiling use purlins blbare&OMsallows,: Chad! spad«)ngjin End(67 TC 24 -I'M 3586 BC 120 0.15 34.44 on MW FRS Min eddOonal C&C of We buss erduding ovelnang is 19(s) may be 6tld trimmed. S. CMeda (PO" ai PSF) DNBCSI C1lnria Pg: NA CC NA CAT: NA PP Oe6ecton in Ioc t/dO LII P6 NA Ce: NA VERT(LL): O.W2H BBB 24 Lu: NA CS: NA VERT(1L): 0.078 H 9B9 2G Snow Dun80n: NA HORZ(LL)'. 0.014 J - - HORZ(TL): 0.033 J - - Co" lMist Cnmmla Creep Fagar, 1.5 BMT Cede: FEE 2014 RES Max TC CSI: 0.920 TPI Std: 2007 Max BC CSI: 0.641 Rep Facam Used: Yd Max Web CSI: 0.742 FTIRT: 30(Oyl 0(0) Mfg SpoCfie! Camber Plate TwNd): B 679 /186 /3% 1- /199 13.5 1 1619 1419 /782 /- /- 13.5 F 553 1140 /352 1- /- 13.5 Wad nadJpos based on MW FRS B Min BM Width Rod= 1S 1 Min Bit, Width Req= IS F Min Bq Width Ron =1.5 Bearings B. I, 8 F peseta = 565psi. A -B 31 0 D -IE 561 -73 B -C 266 -915 E -F TIB -588 C -D 4W -31 F -G 31 0 Maximum Bol Chesil F,reas For Pry Qbe) Chords Tens.Canp. Chards Tem. ComP. B -J 778 -M I -H 474 -95 J-1 ]2 -224 H -F 479 -96 Maximum Web Forces Par Py(Ibs) Wallis Tens.C.p. Webs To.. Comp. J -C 417 0 I -E 381 -868 C-1 410-1055 E -H 323 0 D-1 242 -ea5 .Trois drawing is not sufficient alone for Instllation Additional ins"dons ecewnpanying Mis ins¢drnnng, include BCSI 1-03, should be AM In conjunction wed the architecture! plana during indallaten, !,A«x Techndmgy is a fiedtious name moved by Jax A«x Tachnoley Inc., Fbrida Corporation. Fame Engineer Business No, ]54] -4745 Sudan Pah Coud, Suite 402, Jvclmo te, FL 32224 -804.821.5200 Michael G I(o2loese Jabs, PAmesm Derek B Munay PE Nm.60839 PE No. 50544 PE No. 71457 1 FROM: IDRW: 9'1P9 RTB 25'89 SrT B'1P9 g4.15 44Y5 8'109 4� To 41're ag-2 mlz e'n•10 an r4.5 89'2 1Bta4 2VV14 347 -0 CfCHaca(,.n TCU: 2800 Wind Cribra Wine Std: ASCE 3-10 Snow CMeHa rol In PSF) Pg: NA G NA CAT: NI DegICMCriteda PP Correction in per: Ubfl W A Maahnam Foregone l3be), or WLF Lac R 11.1 / Rw I M 11S. IW TCDL: 3.00 BOLL: 0.00 BOOL: 10.00 Des Ld33.00 Speed: 139 mph Encloses: Closed! Risk Ddegory 11 EW.0 RNA Ce:NA Lu: NA Cs: NA Snow weapon; NA VERT(LL): 0.030 J 999 240 VERT(TL): 0.000 H 9B9 224 HORZILLk 0.012 J - - HORZ(n): 0.030J - B 886 /20t /39B /- /198 13.5 1349 1339 /363 1- I- /3.5 K' 35 119 146 I - 1. / 13a Wine reactions based on Mail Code I MIs, Critters NCBCLL: 10.00 Mean Heigh: 15.009 Creep Faget: 1.5 B Min Sir, WOM Rep= 1.5 Spur. 200 TCDL: 4.2 orf Bldg Cole: FBC 2014 RES Max TC CSI: 0.653 1 Min Brg WiEMReg=16 Lead Duration. 125 Sandell: 24.0 BCD4L 3.0 psf MFRS Parallel Did: 0 b hR TPI Std 2003 Rep Factors Used: Yea Max BC CSI: 0.653 Max Web C51: 0.651 H Min B,Width Reg = - Bearings B, 1, A H Flom =Sidled. CSC Did a: 3.46 it Gatto 0.13 WMe Duration; 1,M) FTIBT: 30(0yID(D) Plate Tyge(e): WAVE, HIS Mfg Spedfied Cambec Maximum Top Chard Floods PMPy(lbs CM1wes Tm..Comp. Gordo Tem. t WEW Ver:16.01.00.03,.13 Bol cMOrd 2x4 SP M-M:B22x4 SP d2: Webs 2x4 SP p3 Lumber value set '130 -uses desgn values approved 1130/2013 by A -SC Bracing (a) Commons Ialembeahout equally spacM on membw. Pldirq Notes All plates are 3X4(A1T) except as noted. brassard! turn minimum M 4.00, I. Niece Purllns In lieu of dmdural panels or rigid ceiling use putlina he labially brace chords as relieve: ChgM Spadngfin nc) Strips) Enda) TC 24 -1 m 35,96 BC 35 0.15 34.44 os above or theme ebb 26 OC unless showwnn pthervdse above. Mea on MWFRS WN addowal C&C Th. overall height d this buss extlue, overhang is 3-6-12. Tap Chool overhangs) may be field trimmed. A -B 31 0 0-E 435 -53 B -C 305 -953 E -F 101 -300 C-0 385 -M F -G 31 0 Minimum Bot Chard Ferris Par Ply (fins) CMM. Tens Comp Goods Tam, Camp. B -J 018 -102 I -H 451 -56 J-1 012 -184 H -F M -24 Mnimum Web Forces Per Py, flits) J -C 411 o I -E 252 -525 C-1 410-1050 E -H 152 -253 D-1 213E -610 1. This davnrM is mt sulhcimt alone for installation. Addieanal mstmdims a xNanying his imss Drawing, include SCSI 1-03, should be used in cmiunction with the arTDedurzl plans during Insallation. 2. Apex TecMalogy is a Nations name oared by Jax Apex Tachnolo3y Inc, Florida Corpoatlm, Florida Engineer Business No, 3547-4345 Sutbn Perk Count, Suite 402, Jacksonville, FL 32224 -904.8215200 Michel G Koalowski Jeff"P Arneson Cerek BMumy PE No. 60939 PE Mo. 50544 PE No, 71457 APEX CUST0M-CAMILb1 STREET T03 I. SEON: 17520 I T151 COMM B FROM: DRW: 9't0R 1T80 3568 '1- 616¢ 65- 95' BYPB (,iT .PJ fi46 WIT a9R 1Y -BI B9R 1T9'a 35'814 1PT Loedle9 CMMa gan TCLL 20.00 Wmd CrNadi Wird SM: ASCE 2-10 Snow Creme n.Pf'e PSF) Pg: NA CC NA CAT: DeWCSICamda alon PP Defiain me III Js .ar-c mrt Dona Peal Loc R IU I Rw / RF I RL I W B 13801376 /7481- 1199 13.5 TCDL TOO Speed: 139 mpn W. NA Ce: NA VERT(LL): 0.1461 999 411 SCLL: CDO Enclowm: Closed Lu: NA Oa: NA VERT(TL): 0.3331 999 411 F INC /3M /7401- l- 13.5 BCOL: 10.00 Des Lm 37.00 NCBCLL: 10.00 SOifd: 200 RMk Cala9ary: 11 EXP: C Mean Fegn: 15.09 fl TCDL: 4.2 Fd Slow Duration: NA Cede l Misc Unions BMg COde FBC 2014 RES HORZ(LL): COSSH - - HORZ(TL): 0.129 H - - Creep Fail 1.5F Mar TC CSI: 0807 Wind numbers basad on MFRS B Min Bq WAS, Rm = 1.6 Min By Wi0lh Reg= 16 0aatlnga 88 F Fcmm=585ps1. Load Oursim: 1.25 Sprang: 24.0' BLDL:3.0 per MFRS parslld Dig: 0 Us b2 CBC Oan a: 3.4811 TPI SM: M07 Rep Factors based: Yea FTIRT. 3M(OV19(0) Mai CSI: 0900 Max Web CSI: DA04 Mfg Specified CamCer Maximum Top Chard Fences Pm Ply (We) Maxim Top Caddo Chards Ten. Comp. GCpi: 0.18 Winn Dundee 169 Pleie T,,dA: WAVE A -B 31 0 D -E 651 -17M B -C 017-094 E -F 816 -2634 VIEWVeo10.01.00.0302.13 Value Sat 138 (EOective 61112013) To, mord 2x4 SP M -30:T2, T3 2x4 SP 012: Bar chard 2x4 SP M30 Webs 2"5P as Continuous lateral remains equally spaced on PbNn9 Nmea Pales sled for a minimum of 4.09 so.lndidisce. Purlins In lieu of aWdural panels or rigid cefing use WNns to laboally New chwtls as follows: Chord Speang(ln ac) Smnln) Ennis) TC 24 -1.30 35.90 BC 113 0.15 34.4,, Apply Farina b my AONs Above or bebw fillers A 2C GC unless shoes meepMse above. Wind Wind mads based on MFRS w ih addmmm CaC ember daagn. AdJhlonal Notes The overall height Mlhle buss excluding overhang is 2-612. Top Chord ovemser,b) may be add mmmetl. C-0 651 -7196 F -G 31 0 Maldmum Bet CM1md Forces Par Ply (Me) Chords Tem.Comp. Chords Tem. CmnP. B -J 2351 -831 I -H 239 -69 J-1 M -635 H -F 2357 -652 Maximum Web Farces Par Ply(Me) J -C 352 0 I -E 337 -08! C-1 337 -8W E -H 352 0 0.1 85B -211 L TM1is tl2Mrgmlal alfidml ¢lone fn lnslellaWn. Mdilimalins ationsamompanymg Mistmssdm ng.include KSIl1 3, should he used M cmryndon wird 9m arNllaclural plans dung, installation. 2. Apex Technology is a fictuous name owned by Jn Apex Technology Inc.. Flood. Gxpmation. Fonda Engineer Busimaa N0. 7547-4745 Sutton Para Court Suite 402 Jatluonvilk. FL 32224-904.021.5200 Madael G Hoxlowdti Jeffrey P Amason Derek 6 Murray PE No. BM39 PEW 50544 PE N0. 71457 IT MS1 3,T an. as P D ar,4 12 PY 9YL V4 1T,f ]T,I rLb eea :Pr,2 cram Loading CHteria 1per) Wind Criteria Same CHterg Big" in FYI owes CdMHa .Maximum Reecdomailbe) -- TCLL 2000 Wind Std: ASCE7-10 Pg:NA Ct NA CAT:N PPDeaectimal ImU o, LM Lm R IU /Rar IM IRL IW TOOL: TOO Spend: 130 mph Pk NA Ce: NA VERT(LL): B415 990 411 B BOLL: BOO Enclo duce: Clown! Lu: NA Ce: MA VERT( -L): 0.952 H 432 411 1382 IM 1750 I- /199 ISS F 1387 /374 /747 /- ,- 13.5 BCDL: 10.00 Risk Ca", 11 Snow Duexam: NA HCFI BASS - - Wind naccirm bead 9n MWFRS Dee Ld: 37.00 EXP:C HOR!(TL): 0.424 H - - B k11n Bm WidthReg= 1.5 NCBCLL: 1000 Mean HrigM:15.00 fl Code I Misc Criteria Creep Factor 1.5 F Mw Big Wldm Req = 1.6 Sort 2.0) TCDL: 4.2 pd Being Cade: FBC 2D14 RES Max TC 051: 0.705 Ermings B S F Fcpem= 565pal. Land Duntlm:125 131 SO par TPI So: 2007 Max Be CSI: 0.995 Sp cft,: 24.0 MFRS Proallel Bast O to M2 Rep Fades Used: Vers Mm Web CSI: 0.915 Maximum Top Chord Foran Per Ply "Irs) CAC OW a: 3.46a FTIRT: 30(OY10(D) Mfg Spetlllad Camber. Chance Terk.Cemp. Chance Terve. Corp. G6q: 010 Pkh Tyye(s): A -B 31 0 D -E 6W -19A Wind Dmallen: 1.50 WAVE, HS VIEW Ver 10.01.00.0302.13 B -C 831.2642 E -F 1,156 -4932 Lumber A Monal rebates C -D ISO -1714 F -G 31 0 Value Be l 3B(Egeaive 611=13) 612 roll bright of Me truss excluding oeeming Is Topload 2r4 BP M30:T22x4 Be p2: Maximum But Chord F. Par Ply ilia) Bel toad Px4 SP M-30 Top Cbod weroang(s)may be te.Jtl tivnlned. CM1ads Tors.Comp. Chords Tera. Comp. Webs 2W SP g3 2W H 4491 -1255 Lunbery Iueset'13B' uses design values J-1 2356-J -627 H.826 F 455J -1TR appinn y 1I30R013 by PLSC Brading Maximum Web Forces Par Pty (lbs) (a) Continuous lateral restraint muniN special on We. Tore Corm. Wetn mp. Tors. Ca Plating Notes Plates sand 1rc a minimum of 4.00 eg.m.ryiem. Purlins In lieu ofswWnl panels or rlg'ul cening use purlins to laterally team cho ds as follows: Chord Spaciaggn oc) Smile Emla) TC 24 _1.36 35.96 Be 114 0.15 19.00 Be 65 19.00 25.65 Be 65 26.66 34.44 Apply potline to any chorda abwe or below fillers W 21 OC unless sbo n memus. above. Wind Wind loads based on MW FRS WM additional C8C member design. J -C 399 0 I -E 933 -2951 C I 338 -962 E - H 1838 -455 D-1 019 -192 1. TMadaM used not wMdent alone Iw inslalletim. AdditbalimsW nsacwmpanong Mistmssdrning, include BC511-03. should be ed in conjundlon arab 1M x"itegmal plans during installation. 2. Apex TenndoW is a scrams name mvned by Jae Apex Tecbndogy Inc.. Florida COOwrnim. Florida Engineer Bumblers No. 7547-47455uaan Park Court. Suite 402. Jacksonville. FL 31224 -904.8215200 Michael G Kosbxski J." P Anne. Derek B Mumy PE No. 66039 PE No. 58544 PE No. 7149 64164 PIS 1. SEM: 17572 I T4 I HIPS CUSTOM-CAMILIA STREET w FROM: pRW: IDS W9C102A Iba I ._ 0486116 B'IPB 1T 26-1.0 JBT B'10'B BY'B Po'10 81'6 . re1 D 5 v.6x0 w6xT E (a) U) 1a asas .4RIx21)B ".w6a F.aY&n,n J I. .X0511 025 ,2 IY'B BV2 1PC4 TT,1 ]712 �1 BI BY2 18 NI.12 van Loading Create ear) Whad Crtede Snow Crena loll Pi DeNCM CrXarla TCLL 20.00 Wind SM: ASCE7-10 Pg: NA MNA CAT: PP OeBeWann IOC Udell lAtl TCDL: 7 D Rai 130 mph W. NA Ce: NA VERT(LL): 0.416 H 909 411 SCLL: D.00 Enclosure: Closed Lu: NA Ce, NA VERT(R): 0.953 H 431 411 BCDL: 10.00 Risk Caegory: 11 Slaw Wall NA HORZ(LL): 0.185 H - - DesLd: 000 EXP:L HORZ(TL): 0.425 H - - NCBOLL1o.00 Man Height 15.008 Cede/Mlec Crlerla Creep Factor IS BOMI: 200 TCDL: 4.2 pst Btlg Code, FBC 2014 RES May, TCM 0.705 Load Dum8om1.25 BCW:3.0 Wt TPI SIL NU M.BCM 0.990 Spacing: 24.0 MFRS Parallel Olst: 0 e h2 Rep Factors Used: Yes Max Web C51: 0.915 UC Dmf a: 3.468 FTIRT: 30(01 Mfg Royal Cumber. 10 16 Plate Type(s): VIEW Ver. 15.01.00.0302.13 Wind Duration: 1.60 WAVE, HS Lumbm Make Sat 13B (EBective6I12013) Top choral 2x4 SP Ml '.n 2x4 SP i2: Bot tlmrd 2x4 SP M-30 Webs 9H SP 83 Lumbar value six '13W uses design values approved 1/302013 by ALSO elerel rommint all spaced on Notes i2ed for a minimum aro 00 e9.in.lpece. In lieu of avucMral panels or rigid ceding use purlins to 1mysidly Na« Mars as fromss: 6% -19]0 Chard Sparinyin oc) Slai Enum) TC 24 -1.37 35.98 BC 115 0.15 19.00 BC 07 19.00 2665 BC 96 28.65 34.44 Wind Wird lords based an MW FRS wird additional C&C embardeaign. The overe8 hi of He buss Badu lng warned, Is 7 -SS Tole Clem avernea ls) may be field annual R IU /Rw IRh /RL Its 1383 13M 1746 1- 11% 13.5 1380 13M 1743 1- 1- 13.5 it mcdons based on MWFRS Chord A -B 31 0 D -E 6% -19]0 B -C 795-Zd42 E -F 1439 -4937 C -D 615-1715 F -G 31 0 Maximum Bot Chad Farces Per Ply (Ibel Chords Teoa.Cmm. Chorda Tem. Comp. B -J 23rd -616 I -H 4495 -1240 J-1 2358 -517 H -F 4582 -1261 Maximum Web Foress Far PNllbs) J -C 390 0 I -E 931 -2955 C-1 342 -962 E -H 1910 -449 D -I 850 -194 I. This dromm, is not suficient alone for insellaeon. Md0ional insW Mons a ompa ong Nistmss dm ng, Include BCSI L03 should be usual In conjunction with the a cliectural plans during installation. ?. Apex Technology Is a mail name owned by Jay, Apex Technology Inc., Florida CoryaaWn. Florida Engeeer Business No. 7547 -4746 Russ Paris COW, Suite 402, JeWsonville, FL 32224- 911 5200 Michael G NoxlowsM Jeffrey P Amason DerekBMunay PE No. 600M PEN. 58W PE No. 71457 611W Ciy:t FROM:I]5)31 Tf0/HIPS CUBTOM-CAMILIA STREET Oy: t FROM: pRW( - W W91: 162.IIM / ... 0 8116 R2 IS 1P1' ]iT15 31T ]Ym ..Is Da n .Esu u T s p al 1. aDNe W F WR 1 l L .a AwTia '.Iw6+4 �'.. m K .ora .axJ a zs +z jl'a'6 p11'15 ppy T'n iTN 1V'9 W P15 IP a6l'n ,YYa r Lwdlrq pressures (%0 WMtlCMeda $new CMeda lPp,%In PBF) DeNCN Comda AMetlmum Reaelbns (tee) TCLL 20.00 Wedged ASCE7-10 Pg:NA CCNA C)kT:NA PP OMect in letudell Ill* Loe R /U IRw /M in IW TCDL 7.00 Speed: 130 mph PL NA Ce: NA VERT(LLF 0.4441 926 411 B 140 /378 /70 I. 1170 13.5 BCLL: 0.00 Enclosure: Closes Lu: NA Cs: NA VERT(TLF 0.971 1 423 411 G 1447 1378 1751 1- I- 13.5 BCDL 10.00 RIM Catego, 11 S. Coaxial NA HOfU(LL): 0.1851 - Windmard'onsbasedoo MWFRS Dee La: 37.00 EXP:C HOR2(TL): 0.4041 - B Min Bq WNNRep= 1] NCBCM; 10.00 Mean HMght 15.008 Code l Mite CMeda Creep Fader. 1.5 G Min Brg WHM Rep = 1.7 SOIN; 300 TCDL: 42 par BMg Coda: FBC 2014 RES Max TCCSI: 0.990 Bmrines B & G popery=565pd. Load Dura8ona25 BCDL: 3.0 fief TPI SM: 2007 Mex BC 051: 0.907 Spading: 24,0' MFRS Parllel Dist O to b/2 RW Fact.teed: Year MMI CSI: 0.90 Maximum Top Cbem F... Per Ply Ob.) CBC DIM a: 3.418 FT1RT:30(0y10(0) Mfg Specified Camber: CM1OMS Tand.Comp. Creole Tens. Comp. GCPc 0.18 Plate TypMM; A-B 31 0 E-F 1590 -50E Wled Duration: 1.60 WAVE, HS VIEW Ver. 16.01.00.0302.13 B-C 9A -Ai> F.G 101 -526P LNnWr Wind C-0 862-2827 G-H 31 0 Value Set 13B(ERegive 6MC013) Wind loads Weed on MWFRS When additional GlC D-E ]45.1&1 Tap TON 2x4 SP M-31:T22x4 SP d2: nremixrdesign, BM Mad 2.4 :B22x4SP M2NUMmum rcn Bet CM1ortl FoPer Pty (NM) dust 2x4 BP #3,W5 2x4 SP p3 5: Additional Notes Chem$ Tens.Camp. Closed,Tend. Comp. Lumber value am '1313' uses design values The oyaall height of this Was excluding overpay is B.K 2635 -754 J-1 Alt -501 approved 1A02013 by ALSC 6-7-5. Top Chad ovabang(s) may be field lammed. K-J 1085 -462 I-G slight -1149 BmCinp Continuous lateral moment equally speed an Maximum Web Fomes Per Py OW) member Webs Tem.Camp. Weir Terw. Camp. %NInB Notes 6-K M -435 J-E 10 -309 K-o 740 -171 I-F 3143 -932 (1)-piaton l Toomkedw0 dgretl Royead% 0-J 30B -115 -F 243 -30 Fabmince, robs rce,xeso 0degrees Rastlac Tolerance, andlar zine um o niy Tderanro. Pleks sized far minimum of 4.00 dp.N.lpk¢, PUMns In Ibu of 54ucNml W nab a rigid roiling use pudlns to Ia di Ga¢ Mends e51oI10ed, Chord Spatlng(nod Sterift) EMIpI TC 24 -1.37 35.96 BC ill Dd5 1900 BC 94 1800 2185 BC 82 2685 3444 AWly porins toanycboms above or Mbw fl ars M 24' oC unless spmvn Nbernlse above, Watling Toss iosead Teck mi-20 oaf additimal Wtlan Mara five load m MMMeftb 4r-b'ji x 24• mdd disarmer. NOTES 1. Tbia araMyis rrol wfiv¢M alone la insblle4an. Mdi .1insbuctionsaccompanying Mistmssdrawing,include BC811-03, should be used in ev njundlon yMM1 IM a¢pdedural plans during installation. 2, Apex TeTndogy is a le4Wus name owned by Jax Apex TecM1ndogy Inc. Florida Corporation, Floods Eninea Business No, 7547-47455uMn Park Cour. Suite 402, Jacksonville. FL 32224 -904 82152M APEX MiTael G K.Invalri Jeffrey P Amesan Derek BMumy ®' ' PE No. 60839 PE No. 58544 PE No. 71457 SEDN: 17MIIT5/HIPS FROM: ORW: T1t0 1]' 217 ]7715 .L-1' ]410 546 aT 1 41P1 12 Fra a1fids 41s mz mu r•� 001.16 fp ]6'Tta ]1]Y LaeNrlp CrtterM(pr0 Watl Crlterla TCLL 20.00 Wind Sa: ASCE1-1D TCDL: TIN Speed: 130 mph �BCLL: DAD Endmure: Closed BCDL: 10.00 Risk Ceuyory: 11 Des Lt 37.00 E%P:C NCBCLL 10.00 Mean Height 15.006 Sprint : 200 TODL: 4.2 paf Lead Dura0an:125 BCDL: 3.0 pa Spodng: 24.0 • MWFRS Parallel Dal: a W hg FT1RT: 30(oyl DIG) CBC Dat a: 3.466 GCpi: 0.16 Wind Duration:1 80 Lumber Value SO: ISIB (E6ecWe SIIW 3) But Mad 2x4 SP M -30:1322x4 SP d2: Webs 2,4 SP 43 WSh SP p2: Lumber value set '131D. uses design values e ppm mol 1130/2013 by PLSC Bracing (a) Caminuous Were restraint county spaced an mbn. Paling Notes Pates seed for a minimum of 4.00 scb./p1ew. Future In lieu of saucusid panels or rigid wiling uu pudlns to laterally brace chords as allows: Chord Spacinggn act BIaNf1) EMifl) TC 24 -1.37 35.96 BC 112 015 19.00 BC Be 1900 26.65 BC 04 2665 34.44 Apply purlins 10 any chome above or below tilers L 24' OC wless Shawn anemise above. Loading Truss Passed check for 20 mf autumnal honnm Mord live load in areas with 47 high x 24%mde distance. Snow CrNaria ry6,PI In Pa') BMSICMed- P9: NA R NA CAT: NA PP DeDeNw in Ioc L/de6 LAI Pf: NA Ce: NA VERTg-L): 0.404 I US 411 Lu: NA Cc NA VERT(TL): OBB4 14611 411 Brow Nation: NA HOU(LL):0.1721 - - HOR2(TL):OA811 - - CodelMisccrbide Creep Facie 1.5 Bull, Cede: FBD M14 RES Mm TC 051: 0.us TPIStd: 2007 Max BCCSI: 1.000 Rep Fadas Used: Yea M web CSl:o.636 FT1RT: 30(oyl DIG) Mfg Specified Camlwa 16.01.00.0302.13 Wind bads based on MWFRS wit, edd01cnal CflC memnerdesgn. Addsond Notes The overall height W this muse excluding mel6aW is 5-9-5. Top Chord Overhangs) may be Fall trimmed. Lm R /U IRw IM IRL IW B 1446 1379 17M 1- 11% 13.5 G 1420 1300 17M I- I- 13.5 Wind mactions baud an Mill B Mm BID Width Reg= 1.7 G Min BID Width Reg= 1.6 Budngs B 3 G FcMM = 505,IL Madmum Top Chord Forces Par Ply (the) Chords Tem.Carnp. Charas Tem. Cony A -B 31 0 E -F -4914 B -C 935-2837 F -G 1645 -51M C -D SO -259 G -H 31 0 D -E IN -2117 Methods BM Chard Ferus Per 3-K 2555 -751 J-1 M16 -657 K -J 209 -556 I -G 4749 -1410 C -K 214 -347 J -E 198 -379 K -D NO -108 E-1 M16 -032 0-J 291 -124 I -F 19 -267 This drawing a not nascent alone for iosbllaicn. Additional in5lrvdbns accompanying this Wu dmvnng, include BCSI 1-03, should be used in conjunction w1N me ercbilenual plana during Inatallalion. Apex Technology Is a Mti00us name Otmed by Jas Apex Tectrology Inc.. Florida Corporation. Florida Engmeer Business No. 7547- 4745 SUMn Park Cour, Buie 402. Jacksonville, FL 32224 - 804.9215200 Michael G Koabw'ski Jurmy PArm. Derek B Murray PE No. 60839 PE No, 58614 PE No.71457 84164 PIB1 FROM: 1]5951 T6/HIPS CUST OM-CAMILIA STREET Oty.I FROM: ORW: TOB W9L 168816e ... / ... All 8'10'tn IC1Pa 0TJ• R1'IS d1T 8'IPtn a'1Y Tlb< aY4 ]SIS TS1 „ Pik a T7'M T,•,2 ,aY To 36T,p Loading Creeds lw0 TCLL 20.00 TCDL: 700 WindChoi Wind Std ASCE ]-10 Speed 130 mph Snow Cdbl(P9,F in W) Pg: NA a Na CAT: his KNA Ce'. NA Carl cow. PP Caro n in so t]dell LAY VERT(lLk 0,357 J 999 411 A Maximum (Me) Loc R IU 1 Rw / Rh I RL /W B 1385 /380 1749 1- 1137 13.5 BCLL 0.00 EMceure: Closed L. NA Cls NA VERT(R/. 0.819J 502 411 H 1388 /301 I.91 /- I- 13.5 BCDL: 10.00 RgBtalegca ll S. Dwa6un: NA HOR2lLL). 0154J - Wind reactlon anal MFRS Des Ld 37.00 E%P C K -J HORZ(TL): Ol J - B Min Bra Webb Req - 1.6 NCBCLL: 1000 Mean Height: 15SO ft Code l Mlse Creeds Creep Factor 1.5 H Min Big Width Ran= 1.6 Soffit 2,00 TCDL: 43 pet BMg Cade: FBC 2014 RES Max TC C51: 0.878 Bwmgr, B B H Fcpa,=565Fe1. Load Duiamn: 1.25 BCDL: 39 pal TPI SM: 2007 Mm SC OSI: 0.991 71 Small 24.0' MFRS Panel Dl51: o b hn Rep Factors Used: We Maxwell 0988 Maximum Top Chord Forel Par Py pis COCOW e: &46 ft FTIRT: 30(Oy10(0) Mg Special Camber. Chane Tene.COmp. Lh0rdv Time Ca, GCph 0.16 pens Type(sk A -B 31 0 E -F 955 -312! Wind Dureson: INWAVE, HS VIEW Ver. 16,I)l 302is B -C W-2658 F -G 16']6 4]63 13BjEfleNve6/LR013) 20 SP Isil2x4 SP pi: 'x4 SP W30:82 2x4 SP p2: iP 93 us At '13B' uses design values pNtbq Notes Faster sAd 1w a minimum of 4.00 almilbece, Partin In lieu NspucWral panels or Mild calling use purlins w Iatwally Mace Awls as kllom: Chord Spacinglince) Sol Emil TC 24 -1.37 35.96 BC 110 0.15 19,00 BC 92 19.00 28.65 BC 85 2665 34.44 Appy engin as my chords above or Mines from at 24.00 unless M1wn dlhemdse above. Wind Wind Inside based on MW FRS all additional CBC member design, height of this Ovss excluding morning is mashoug(sl may he freld trimmed. C -D US-MI56 G -H 1659 -4813 0-E 963-2439 H-1 31 0 Minimum Bot Chard Forces Pan Py fuss) ChoNr Tens.Comp. CIwds Ten. Cane. B -L 2395 -765 K -J 2653 -816 L -K 2130 -623 J -H 45& -1466 Maximum Web Forces Per Ply (be) Webs Tms Comp. Vista Ten. Camp. C -L 188 -M K -F 71 -368 0-L 470 -51 F -J 2535 -811 O -K 494 -1112 J -G in -25 E -K 237 -381 1. This dream, is net tate inn alone for installation. Addironal Instructions exacta vying Mis May drnving, include SCSI 1-93, should be used in cmjuncron Min Me architectural plan during simulation. 2. APox TrAndagy¢ a 6cwiwe anaz name maned by JApex Technology Inc.. Florida Commotion Florida Engineer 0uslneas No, ]547 -4745 Same Park Court. Suite 402, JacksonMle, FL 32224 - Il 8215200 Michael G Koim mki Jeffrey P Amason Derek B Murray PE No. 66839 PEW 565+1 PE No. 71457 7w 64164 Ply:2 Sly 175991 T3/HIPS - CUSTOM-CAMILIASTREET O..1 FROM: DRW: Wn„11.1 Nr ... 1... 04/26116 8 D114 T5Y2 1tlID'1 1@B 259- Mr r 64'11 MH Ttp4 tYP 61Va 8 Il_'4T ar14 mo BY• m 2712 1]12 Pi N 94•u TIT 1689 1a SIT12 afa9 w Loading CMerie man Wind Crilada TCLL: 20.00 Wind SW: ASCE T-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Emboss.: Gored SEEL: 10.00 Rist Caleg0ry 11 Door Ld37.00 EXFr C NCBCLL:10.00 Mean Height 15.00 ft Sam 2.00 TCDL 4.2 port Lead Dure4on:1.25 BOOL: 3.0 port Somali, 24.0• MFRS Parallel DIM: O to ha M'm Br9WHIh Rea= 1.5 C&C Died a: 3.46 ft Mas TC CSI: 0.217 Deb: 0.16 TPI SW: M07 Wind Dumlian: 1.60 (nrz013) Lumber value ael •131• mese design value. aproaed 1/302/13 by &Be Nailnre NMI Schedo(DD 1315ui', min. nails Tap Chord, 1 Raw @12.W D.C. BM Chem:1 Ras @12.W OC. Webs :1 Row @ 4- be. Use equM.,dng behveen rows and aby,r nails or each now W avoid splltling. PNNag Nae. Plalea sized for a minimum of *00 mAn)piem. Pudins In Ilw M sWCWral panels or and ceil'mg use purlins re laterally race charm as tallows: Chord SPadng(ln oc) Soubm Eedlft) T6 24 -1.37 35.96 Be 60 0.15 7,46 Be 113 746 16.85 Be M 1685 1900 Be 94 1900 2685 Be 95 M65 34.44 .124 Warren, C am. any ron oMem�aea erbomve�rYers Snow Oritema IPo.N M ars") Dal cM . • resxnmure rwemone line, P9:NA CLNA GAMNA PP Denedanb be Udee Lip L R IU /Rear IRh IRL IW PF.NA Ca:NA VERT(LL): 0.207 F 999 411 B 1385 1382 1742 I- 1117 135 Lu: NA CS NA VERT(TL): 0.476 F 884411 1 13891382 /7401- 1- 13.5 Snow Nakao: NA HORZ(LL): 0.096 K - - Wind madbns based an MFRS 16 0 HORZ(TLI: 0.220 K - - B Min Brg WWN Req= 1.5 Cada l Miss CHMda Creep Fadm 1.51 M'm Br9WHIh Rea= 1.5 Bldg CoFBC 2014 RES di Mas TC CSI: 0.217 Bearings B 81 FCpery = 565pd. TPI SW: M07 Mu BC CSI: 0.249 Maximum Tap Chord powers Por Ply Ob Top Rep propose Used: Year Max Web CSI: 0.652 Chards odeons. ChoWe Tem. FTIRT: 30(0Y1 )(0) Mfg S,romed Cambx -116 VIEW Vr.16.01.00.0302.13 Wind Imood. bests on MWFRS WN aoldimnal Me member design. Addl6onal Notes The ovemn height M Nis bass excluding WmM1rg Is 4-15. Top Chow cammang(a) may he died blamed. A -B 16 0 F -G 713 -2108 B -C Mn -ISM G -H 556 -1465 C -D 700-1994 H-1 017 -2425 D -E 711-101 1-1 16 0 E -F m-2121 0-0 62 Maximum By Chard Forms Pr Pty 111m) Chows Tens.Ornp, Chrda Tem. Grub B-0 1251 -48 N -L 31 -M O -P N -16 L -K 1814 -545 O -K! 1621 -5M K -I 2249 -714 Maximum Web Forces Per Pty (Itis) Webs Tens.Ccom. Webs Tem. Cama C-0 240 -665 F - M 96 -161 C -O 665 -200 M -N 0 -12 0-0 1390 -441 M -G 999 -339 0-0 62 -31 M -L 1711 -534 O -P 19 -6 G -L 332 -932 O -E 433 -116 L -H 135 -MM E -M 530 -184 H -K 985 -268 This dmWy is nod saficirn abne frsomim.n. Ad ilumod Inalrvrrame eccvmpmprog Vds buss morning. indude SCSI 1-03. shoo be used In conjunction who IM arMidedural plans during malalM4on. Apex TeMndagy is a ferrous name owned by Jar Apes Taermolo y Im. Florida Carcemdion. Forte Engineer Business Na.7547 -4745 Sudon Park Coun,Suite 402. Jacksonville. FL 3n24 - 904.0215200 Moorhead G Kozbwski Jeffrey P Amex, Derek B Murray PE Na. 60839 PE No. 58W PE Na.71457 7W CUSTOMLAMILIA STREET - Ry1 SEON 176021T13IHIP5 T40 Oly.1 FROM: 1.pPN Wgc PS.Olps 1 Y13 T 1S stpd tl'I1'a yTT 9147 S.Y9 1Ta b' P4 sY'1 1470 T a Mayes 1Y T /5%sa hal Al W W4 ria as �3%aA1B1 6%,0 a] 0 a) lar Ii m a i pbus .—e-2 ..%s 1 wex,d 03X4 )1'4'a SSs z•Iz ere 480 sY4 ,ae21 brae rra +z v azt•,z pi.S4 nYz rre� 917 Loamn9 Coded" ado Wme CrHada snow CrllNla lPp,RIn PSF) DeiIrcM CHlada TCLL 20.00 WinE 51G: ASCE ]-10 Pg; NA CL NA CAT: N PP Gelleylgi in be Utlell L/p TCDL 1.00 Snead: 130 mpM1 R: NA CB: Nq VERTILy: 0101 P ON 2/0 BCLL; ON Endosure: Closed Lu: NA Cs: NA VERTIiL): 0.461 P 482 222 BCDL: 10.00 Risk Gtegor, II Brew Dumfion: NA HORZhLL): 0.%7 M - Das Ld: 37.40 EXP: C C -D 1246-435] H-1 HOl 0.153 M - Code l mi., CNaNa NCBCLL10.0D Mean Heigh: 15.008 Creep Factor l5 SD6d: 200 TCDL: 4.2 Pat Bldg Code: FBC 2014 RES MV TO CSI: 0,15 Lord Oure0on:125 BCDL: 30 as( TPI She: 2007 Max BCCSI: 0.992 Spal 24.0 MFRS Pxxi Dist: 010 ha Rep Factors Used: Yes MMWeb CSI: 0.829 Maximum Web Forces Per Py QM) CBC DIY P. 3,468 FTRtT:Mini Mfg Spedfied Cambx. 340 -652 GCP: 0.18 Plots Types): S-0 3033 -838 M -G 3612 -1163 Wind Dumm: ISD waw .,.�.....__........____.._ VBWe Set 13B (Eflepive 613) TOP chord 2x4 She d2 T2 2x4 SP MI, SP 912: values (a) Oontiouous let" resVaim equally apace, on ember. SpeG.ILoade TO- From Bull =1151 Rale Dm Fac =125) M pit at -1.37 W Metal 7.00 TC-From20pffa1 7.000 28 Of at 12.00 TC- From 28 pHA 12N he 28 pit 2158 TC- From MAIM 27.580 Ss pHA 9,% B(C-Frorn 4pi at -1370 40, 0.00 BC -From 2(IpHA 0.00 to 20 Of 7,O1 BC- From IOMM 7.011 Italian 7143 8 From IOOfaI 7.53to land, 10.71 BC- Foam 1Dpdat 16)11 10 pHA 27.57 NC -From 20 pH a1 2].570 20 pit, 3450 BG From 4Plf at 345810 4piY 35.95 TC- 183114 Con, Leader 7.01,2757 TC- 17016 Cant. Load at 9.06,11.06,13,061500 TC- 17316 Cam. Load, 17,06,1752145221.52 23.5215,52 BC- 552 lb Cane Load at 701,2757 8G 116 lb Cons. Load at 9%,110,13.06,15.% BC- 1261b Cone Leade117o6.1i5219522f52 23.52,25.52 All plates are" a deal as rated. Plates sized fora dorsum a 4 spNlpete. Pont.. In lieu M sWCNreI panels or right exhing bad purlins to 1-1—IIY bate sham. ore ellexi Chad 6padngOn oc) Sell End(R) TC 24 .137 35.98 SC % 0,15 7.W BC 93 7A9 1685 BC 75 IBM 34M Appy Purlins to any Gelds Maybe or bowl fillers t 21 OC orders shown Otherwise Mi Wind Wind ba and maNm s based on MWFRS. Addldonal Nems The overall height of %is core mu udirg e,emb, is 3-35. Tag CMd moulbr nghs) may be field bimmed. B 14M /422 I- I- /- I35 T• 313 1% /- /- /- /IN 1 /2% Wldm=Oft wdOn MWFRS 9 MIn Bry Wgthii 1,7 N Min Bgladi p= - Bearings B 8 N Flpern= S65,Mf Maximum Top Chortl FarePar Py 060) Chods TenaComp, Cbp4a Tere, an, A -B 31 -W F -G 235 -Mi B -C 816 -M G -H 2910 -8% C -D 1246-435] H-1 9W -260 D -E 11]4-41Z I -J 31 -14 E -F 236 -651 MMlmum BM Chord Forces Per Ply Obi CMN. Tere.CamD. Chords Tens. Comp B -S 268 -725 O -M 3146 -W4 S -R 66 -24 N -L W -121 R -P 0 0 L -K 220 -847 0-0 3346 -914 K-1 Tdl -%7 Maximum Web Forces Per Py QM) Webs Tens Comp. Weed Tena Carp C -S 516ISOF-M 340 -652 C-0 179 -515 M -N 74 -9 S-0 3033 -838 M -G 3612 -1163 D-0 IM -256 M -L 865 -2848 0-R 546 -56 G 713 -19W O -E M -214 L -H M -2513 E-0 168 0 K -H 419 -17 E -M 768-26® 1. This daring is n, suMcienT alone Iw inslallaeon. Add'Renal inaWdians accompanong 1i. truss dmmng,,nude BCS' Y03, should be used in conjun Son wed IM areMmaural Plans during installation, Z. Bus tress No ], i a fNli... name maned by Jay AP xr Techn i Inc., Florida Cwlerell Florida Engineer 4745 Sudan Par, OOW, Suis 402, Jacksonville, FL 32224 - 904 821.52M MideN G Koz ska Jed PgmPgon PE Ni ME No SM ha Barely NOB Murray 7W STREET T11 SB' L_ ISOON: FROM: I _. 1.4.8 TWO 98' t4 Loading CNbria Iran Wind Crowd. Snow Ctlleda (+9.w In Pan') DeNCSI Cdbda Loc R aI UI Rw rIM 1 R IW TCLL 20.00 Wind Rd: ASCE TAO Pg: NA CC NA CAT: N PP Denection In loo 1Jde8 LM TCDL: 7.00 Speed: 130 mph PL MA Ce: NA VERT(LL): 0.032 F 999 240 B 11 1218 1431 1- 1116 13.5 0.00 Encbsuhe: Closed Lu: NA Cs: NA VERT(TL): 0.101 F 999 224 D 800 1218 1431 1- 1- 13.5 BCLL Risk COegory: 11 Snow DuheOan: NA HORZ(Lq: 0.017F - - Wkd reallos based an MWFRS BCDL 10.00 HORZ(TL): 0.055 F - - B Min ON Width Reg= 1.5 DS Ld3.60 ERP:C NCBCLL 10.00 Mso Heigh: 15.00 fl Cede l Mine enhance Cheap Fina,. 1.5 D Min Brg Widt Rag=1.5 Bsdngs 0 8 D Fcp" m 56511. TCDL:4.2 gulf Bldg Cotle: FOC 2014 RES Max TC CSI: 0615 SOMI: 2.00 Load Duration 1.25 BCDL: 30 i of TPI SM: 2007 Max BC CSI: 0.932 - Mesimum Top Clown! Farces Pa Ply (Me) FRS Pwa11eI DIM: O to Ina Spacing: 24.0' MFRS Rep Factors tlsM: Yea M.xweb CSI: 0.159 . . Chords Tse.Cwnp. Chorda TenComp Dist a: 3.006 FT1RT: 30(Oyt 0(0) Mg SpedBed Cwnbec GCp1:0.10 Plate Types): A -B 31 0 C -D gat -H58 31 0 Wind Duration: 1.60 WAVE VIEW Vw: 16.01.00.0302,13 B -C SO! .11% D -E Lumber Maximum Bat Chord Forces Per Ply (Me) Value Set 138(E6ecthre 61111013) Chords Tenses. Choice Tan. Comp. Too chord 2x4 SP W30 B -F 941 -432 F -D 993 -432 BAchord2x4SP42 Webs 2x4 SP d3 Maximum Web Forces Per Ply (the) Lumbervalue.0.1313- zeas deign values Webs Tms.Comp. approved 11308013 by AI -SC C -F 416 0 Pl01ng Notes Plates sized 1w a minimum d 4.00 sg inJpMcs. In lieu of structural panels or rigid calling use W dins It IateraNy brace chords as lollous: Chord Sscer, in oc) Swift) Endlfi) TC 24 _T38 2OW Be 120 0.15 18.65 Apply p I OC nl ss grown0Merman.loo floods mhe fille l Wind Wind loads based on MWFR6 wit addi5onal CBC member design. hnght of this house excluding nuMh ng is osxdtang(s) may be add trimmed, NOTES: 1. This dayel is not sufficient alone for inrmation. Additional insbudbns accompanying this muss dmvtng. include BCSI 1-03, should be used in conjunction wtlh the architectural pears during installation. 2. Apex Technology is a fiction, name owned by Jay Apex Technology Inc.. Florida Corporation. Moeda Engineer aEX Business No. 750 Wl -4745 Srn Part Cour, Soon 402, Jacksonville. FL 32224-904.021,5200 MiGuel G Nodomaki JeXrry m P Aesm Oerek BMurray PE No. 60839 PE No 59544 PE No. 71457 �:)V C P I P E CONCRETE FD. 1/2 I�ION 28.4'(N-riS) HEADWALL - (NO I.D.) 00 00 +1 CONCRETE AUT 0 .111EADWA 4- L INVERT HEADWALL W L FD. 1,2} !RON (LB 4921) ? "\Ib C3 6� C3 v �o -t I V , fn 11 0 < _F SHALL BE C() o 00 ALL ROOF UN LLECTED IN GL."TTERS, ALL D0WN'SP0Ur_ u< 00 z �< GUTTERS SHALL BE CONI` ,ECTED TO STORMWATER RESERVOIR. �7 > Cl FROM Lli �__Li j C) T r z -,7 LLJ Lli n .0 >_ (D LI -1 > LL 0 0 102.00 Lij NN REBAR SEI -1/2` � (LB 71992) 2 LLJ �91 L T 24,4 0 D.A. 0.12 AC` ul u 0 :] 0 Ll� C� I w 88, _T_ CD J OJ ry 0 PROPOSED SFR 0 lv� FFE 12.8 :D z 0 LLJ n N All, IV A 0 Ln /00.0 -Z z A -N o 2 Ci. 4 0 t4 10 1 IRON F) 12 F .92 �D 2 FD. IRON D 6" PVC PIPE 1 02.00'(R) N I +1 _T 24 RCP I q 4 INLET TOP (9.34) CHR. XllVEjERllVG Of" FLOIWIDA, TI C. FD. 1/2 " IRON ANO I.D.) 34,7 0 ll � 7�6; cp FD. 112" IRON ,CAP Lo I-_ 0 REQUIRED ANE) STORMWATER STORAGE VO'LUME (PER GITY OF ATLTIC BA PRE—DEVELOPMENT RUNOFF VOLUME: DRAINAGE AREA — 5 097 S,F. TO W THE ENTIRE LOT DRAIJINIS FROM �TH E FAST T -1E EST I'd RUNOFF COEFF ICIEST "C" 0..4 ENTIRE PRE..—DEVEILOP - S MEN i SI 1JE I PERVIOUS J- 24 HR. RAINFALL. DEPT"H FOR ATLANTIC BEACH 9.3 IINCHES, PRE --DEV rY POST—DEVELOPMENT RUNOFF VOLUME: DRAINAG[ AREA -- 5,09 7 -11 S. F. PERS`; OU L 2 3 AREA (ROOF, DRIVEWAY & SIDEWAI KS) 14 4 F. 0 > AREA 5,097 S. F. 2,434 &F. 2,6 6 5 S. LL "C" (.40 X (2)6-633 S.F.) i"_ .9 ) X ( 2,434 S.F.)/5109/ .F. S NATIONAL RUNOFF COEFFICIENT % N 7 RATIONAL RUNOF, cbEr-FICIENT "C" 0.64 25, YR. -- 24 HR. RAINFALL DEPTH FOR ATLANTIC BEACH 9,3 INCHES; RUNOFF- VO 6� !,0977 S.F.) X (9.3 INCHES 12 INCHES, FOOT) 2;528 C.F. (o4x LUTE 0. REQUIRED STORAGE \/Ol UME- x,528 C.F. 1,58f C.F. 948 C.F. vo ry I0) ®-I CD 0 0 0 0-) 0 2010 Ln 21,5 C7RACTOR SHALL INSTAL'AND MAf'.NTA'IN ON SILT FENCE (SEE DEA IFIL) FD. 112" IRON ,CAP Lo I-_ 0 REQUIRED ANE) STORMWATER STORAGE VO'LUME (PER GITY OF ATLTIC BA PRE—DEVELOPMENT RUNOFF VOLUME: DRAINAGE AREA — 5 097 S,F. TO W THE ENTIRE LOT DRAIJINIS FROM �TH E FAST T -1E EST RATIONAL RUNOFF COEFF ICIEST "C" 0..4 ENTIRE PRE..—DEVEILOP - S MEN i SI 1JE I PERVIOUS 2155 YR. -- 24 HR. RAINFALL. DEPT"H FOR ATLANTIC BEACH 9.3 IINCHES, PRE --DEV RUNOFF VOLUME = (x.40) X (5,097 -S-I.F.) X (9.3 INCHES/12 INCHE<S3//F0OT' 1,580 C.F. POST—DEVELOPMENT RUNOFF VOLUME: DRAINAG[ AREA -- 5,09 7 -11 S. F. PERS`; OU L 2 3 AREA (ROOF, DRIVEWAY & SIDEWAI KS) 14 4 F. PERVrOUS AREA 5,097 S. F. 2,434 &F. 2,6 6 5 S. WEIGHITED "C" (.40 X (2)6-633 S.F.) i"_ .9 ) X ( 2,434 S.F.)/5109/ .F. S NATIONAL RUNOFF COEFFICIENT % WEIGHTED RATIONAL RUNOF, cbEr-FICIENT "C" 0.64 25, YR. -- 24 HR. RAINFALL DEPTH FOR ATLANTIC BEACH 9,3 INCHES; RUNOFF- VO 6� !,0977 S.F.) X (9.3 INCHES 12 INCHES, FOOT) 2;528 C.F. (o4x LUTE 0. REQUIRED STORAGE \/Ol UME- x,528 C.F. 1,58f C.F. 948 C.F. PROVIDED �5 2 > 9 4 8 C.. F. 0 K 'S) TORACE VOLU M 95 0 IDTI ONAI.- POST POSITIONS OPT ONS: 2"X4" OR 2 1/2" MIN. 00+ T. \ DIA. WOOD; STEEL 1.33 LBS./FT. MIN. PRINCIPILE POST u POSITION (CONTED 6' MAX FILTI ER ry 1 20- TOWARD FLOW) Ld FABRIC_ > FILTR FABRIC ry SILT FLOW 11 I (GRADE co CN L -j ELEVATION SECTIQN -1- YP F I I IS, I LT FEN CE N.T.S, RO' NOT'S- ERO&ON CON-7FL 1. ALL AREAS DISTURBED AND LEFT r-Q"'R MORE THAN 130 DAYS MUST BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED. CONTRACTOR MUST MAINAIN NEWLY GRADED T. �lj AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION . OCCURRED. 2. CONTRACTOR MUST PROVIDE ALL MATERIALS AND TAKE WHATEVE MEANS NECESSARY SE ON I L_ T JACP_NT AND '0 PREVENT THE EROSION OF AND DEPOSIT OF SF DOWNSTREAM PROPERTIES. CONTRACTOR MUST IMPLEMENT AND! PROVIDE SUITABLE I IYBALES, EROSION CONTROL MEASURES (I.E. SEDIMENTATION BARRIERS, HIA 'Y L SILTATION CURTAINS, TEMPORARY DETENTION DISTILLING BASINS, � C.) TO ENSURE THE CONTROL OF 'S>TORMWATER RUNOFF. THIS PLAN D SCRIBES THE MINIMUM IT IES IN THE i AMOUNT OF EROSION PROTECTION REQUIRED BY PROPOSED AC IEZ��. T !ON: CONTROlL (EROSION EVENT EVEN OF UNFORSEEN EROSION, OTHER MEASURES OF EROS CONTROL ACTIVITIES SUCH AS THOSE LISTED ABOVE) WILL BE RiQUIRED. 3. URBliDITY BARRIERS MUST BE 'INSTALLED AT ALL LOCATIONS W4REi7 THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE R$ElViNG WATERBODY EXISTS DUE TO THI_ PROPOSED 1OR1<. TURB-DITY BARRIERS MST REMAIN IN PLACE O STABILIZED T AT ALL LOCATIONS UNTIL CONSTRUCT, ION IS COMPLETED AND S(ILS ARE AND VEGETATION HAS BEEN ESTABLISHED, THEREAFTER THE PERMITTEE WILL BE RESPONSIBLE FOR THE REMOVAL OF THE BARRIERS. 4. PERMANENT VEGETATIVE COVER MUST BE ESTABLISHED ON ALL i`_-_XPCSED LANi-l. 1' N IS COMPLETE. WI_lFiIN ONE YEAR FROM THE DATE THE CONSTRUC1II CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN ON THE PLAN PRIOR TO COMMENCEMENT OF CONSTRUC__ION, SURVEYOR: C INC. 1660 EMERSON STREET jAlk'_',KSOlNVILLE, FLORIDA 32207 (904� -96--334 0 FAX (90/4�5' 396-9997 E C E N'D EXISTING SPOT ELEVATIONS FINAL GRACES S.F. -- SILT FENCE <:-- = i 1 DRAINAGE FLOW DIRECTION AR,ROW4_::Zj 2 0 10 0 M 41 # 0 i Pos-l"-DEVELOPMENT LAN CT DESIGNED BY: PROJEC No DRAWING: SITE\KEVIN MARTIN BEGONIA\ CONSTRUCTION PLANS R. B. VIOLET STREE'll 1,37 G&D OF E (s D RAIW N BY: FIELD BOOK No;, PAGi. L_� SITEDRAINAGE IMPROVEMENTS R. B, FOR SCALE: PROPOSED RESIDENCE 1) 01 ASI 1 B 0- �l _fA DATE: 37 VIOLL"T STREET RA BY 112016 N-0 DA -FE REVISICN Ali'` Ki ATLANTIC BEACH9 FLORIDA w w Z_ 0 Z LU LU 7- V) V) z O z LU 2 0 I - w O U LL rill LU Z O V) O Z LL J Z O z O z LU 0 z LU 0 LJ V) ZD O z_ Q 0 LU J U cr1 O n _z LLl LU z z LU Z O w LI_ F - Z LU V) z O z L1J H - w O ry 3- l__ ::D - O I- O w O 2 w O z z Q w O LLJ J O z 0 LLI ZD0 O rV LU O LL1 LU m O �1 J = I- N P0 co CL W O U �- z Q O z U O 0 z L] z o O p U z o Q z J Q Q N z Lu O V) W w � I- 0 � J � J vi LL C)w z w Z �Z o z w LU U LU J Z z N LU z O U e �o z 0 0 NEW E3111 4 GENERAL NOTES- 1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGARS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACHE AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 5. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE ENGINEER PRIOR TO COMMENCING WORK. 7. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN -KEY PROJECT. 8. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD WORKING ORDER. 9. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE. 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. 11. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. 12. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. 13. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. 14. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR, THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. 15. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 16. PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. 17. DISTURBED SOIL TREATMENT MUST BE RETREATED. 18. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, SOIL MUST BE RETREATED. 19. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE N00� -CELLULOSE CONTAINING MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. 11 e 00 7 VIOLET STREET BEACH, CONCRETE NOTES - 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STENGTH OF 3000PSI AT 28 DAYS FOR SLABS AND FOOTINGS. PROVIDE 350OPSI AT 28 DAYS FOR CONCRETE BEAMS AND COLUMNS. 2. ALL SLABS SHOULD HAVE A MIN OF 6X6 WWM PLACED IN THE CENTER OF THE SLAB. THE USE OF FIRBERMESH SHALL BE ALLOWED IN REPLACEMENT OF WWM. 3. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED STEEL WITH MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH THE APPLICABLE ASTM STANDARDS UNLESS NOTED OTHERWISE. 4. ALL STEEL REINFORCEMENT LAPS SHALL BEA MINIMUM OF 36 BAR DIAMETERS OR 24" WHICHEVER IS GREATER. CORNER REINFORCEMENT SHALL BE LAPPED A MIN. OF 30". 5. REINFORCEMENT SHALL HAVE A MIN. CONCRETE COVER OF 3" FOR CONCRETE PERMANENTLY EXPOSED TO EARTH; 2" FOR CONCRETED EXPOSED TO EARTH AND WEATHER, 1.5- FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH. 2. WIND LOADING CONDTIONS (ASCE-7-10) 6. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12" LAYERS (6" LAYERS FOR FOUNDATIONS) AND COMPACTED TO A MINIMUM OF 95% OF THE MODIFI D PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557. ALL FILL MATERIALS SHALL BE CLEAN AND FREE 0 ORGANIC OR OTHER DELETERIOUS MATERIALS. FRAMING NOTES- WIND IMPORTANCE CATEGORY 1.ALL FRAMING ANCHORS, TIES, STRAPS, ETC. SHOWN ON THE PLANS SHALL BE SIMPSON STRONG TIE PRODUCTS. OTHER PRODUCTS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER ALLOWABLE CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF CAPACITIES ARE NOT ACHIEVABLE. 2. ALL WOOD MEMBERS EXPOSED TO CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. 3. ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. 4. ALL HEADERS, BEAMS, AND PLATES SHALL BE No. 2 SYP. UNLESS NOTED OTHERWISE. 5. ALL ROOF/CONVENTIONAL FRAMING SHALL BE CONSTRUCTED WITH No. 2 SYP. 6. ALL EXTERIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEARWALL SEGMENTS. 7. ALL NAILS SHALL BE COMMON SIZE NAILS, UNLESS NOTED OTHERWISE ON THE PLANS. 8. DESIGN OF WOOD MEMBERS IS BASED ON THE 2 14 BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN FOR WOOD CONSTRUCTION. AEE -THREAD NOTES- EDENFIEL p RD/(mer O20 1.ALL-THREAD RODS TO BE 1/2" DIAMETER BAS PLACED AT 4' O.C. IN ALL EXTERIOR BEARING WALLS. 2. PLACE ALL -THREAD RODS AT 10" MAXIMUM FROM EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. PLACE ALL -THREAD RODS Ar 6" MAXIMUM FROM EACH SIDE OF ALL HEADER BEAMS. 3. ALL -THREAD RODS TO BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDM NTS FOR ALL EXTERIOR WALLS AND LOAD BEARING WALLS TO BE A MINIMUM OF 8" INTO FOOTIN 4. USE 2" SQUARE WASHERS ON ALL -THREAD A D ANCHOR BOLT LOCATIONS, UNLESS NOTED OTHERWISE. of FL 32233 BUILDING STRUCTURE INFORMATION CONDITIONED SPACE: ......................... 1) 421 S.F. UNCONDITIONED SPACE: .................... 595 S.F. TOTAL SPACE....................................2016 S.F. TYPE OF CONSTRUCTION ................... 5B OCCUPANCY: ..................................... R-3 FIRE SPRINKLERS: ............................. NO MAX HEIGHT OF STRUCTURE.............18' 15 PSF STRUCTURAL DESIGN CRITERIA- 1.DESIGN LIVE AND DEAD LOADS: a30 Mph Nz twd speed. 101, mph Expos e_ FLOORS: LL = 40 PSF DL = 15 PSF T-01 THRU T-11 STAIRS: LL = 40 PSF DL = 15 PSF J-01 THRU J -04T DECK: LL= 50 PSF DL = 15 PSF .a. Ems, . @! '� ROOF: PER TRUSS MANUF. OR 2 RD 42.-2'.�nS 1. LL = 20 PSF DL = 15 PSF - SHINGLE LL = 20 PSF DL = 25 PSF - TILE 2. WIND LOADING CONDTIONS (ASCE-7-10) ZC ULTIMATE WIND SPEED(3-SEC. GUSTS) 130 MPH BUILDING RISK CATEGORY �. "��li a * i _;a II WIND IMPORTANCE CATEGORY DUNN °AFF F G Aye 1.0 EXPOSURE CATEGORY 1 z & 22 AVE 104 BUSCH O RD ROS $$C" BUILDING CATEGORY Gree CLOSED END ZONE WIDTH 4.0 FT 3. COMPONENTS AND CLADDING a".te 1n's P ee_ a30 Mph Nz twd speed. 101, mph Expos e_ MAX UPLIFT/CONNECTOR MAX UPLIFT/CONNECTOR T-01 THRU T-11 :-Nmulm VT 419#/1 J-01 THRU J -04T �,,E .t1 `� s a' � R,r^ ' .a. Ems, . @! '� 65#/1 2 RD 42.-2'.�nS 1. P O/NT - FLASHING PLAN ELECTRICAL PLAN FF :(2:) {\ t4 79 `�21 a 2v�.'.�� a. 31 :. i + .11�. ilk. a 1 2 ZC ROAD Od 'fi If -011. C�, x _TI �. "��li a * i _;a 420-11=4E 4_ pff SHEET NO.- UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY MR. JACQUELINE E. ROWLAND, PE #80499 DTD. 5/16/16 TRUSS TO TOP PLATE CONNECTOR SCHEDULE TRUSS TRUSS END JACKSONVILLE INTERNATIONAL MAX UPLIFT/CONNECTOR MAX UPLIFT/CONNECTOR T-01 THRU T-11 AIRPORT 4t 102 DUv = AL STP tA s� 4 419#/1 J-01 THRU J -04T O TERRELL RD J O 115 HJ01 65#/1 2 RD � ROAD 95 NEW E G/ GEpPRD 17 N P O/NT - FLASHING PLAN ELECTRICAL PLAN p 2950 2 ZC ROAD Od N EASTppRT AVE. A DUNN °AFF F G Aye 1 z & 22 AVE 104 BUSCH O RD ROS Gree 3 m DR. 104 m ST YO TROBLVDIVER DR LU GARDEN 115 PO NEGKSGNER A 105 z a J0�1/js CISCO w Ribault S' Q Blount I. 105 w z 117 EDENFIEL p RD/(mer O20 41 PRITCHARD G�3� 21D 17 FORT EO ,p°� G109 2 CAROLINE RD Whitehouse Field (U.S Navy) Oa k/ 1 20 T ALT m G m N EC y 1 � N ROAD w 295 > 111 1 }MERRILL ¢ �JQ of n CQ U_ LuCn C0 O 5TH T w 23 95 17 Lu z MMCN ALT o 103 w > R Z F m w n p �O d_ z m 'OL D PL Lu O N R E w > ¢ 90 V y 109 O z o EAVER ALT -< ARLINGTON ¢ B D 90 EXPRESSWAY p Craig Mun. J= 113 MAirport �7inYt O Q = BEAVER ST 90 109A 10 13 yq ATLANTIC 1D ,o nBLVD 03 q 10 ALT BWp CRYSTA! SPRINGS «r Nnc yrr2 � F-1,° 1Gn� �L OP Y 90 - O RD rITE X O a w m �f O > 5 s CV 90 V �z Florida Jr. College ov, (South Campus) > U i LVD a 105 BEACH 90 BLVD RMPNp� p AVE 13A 13 �tJ o 0 115C w ` Herlong �OOJ� Airport pov�p qN ,p OJO = J LSON 2 FL 0`' 0 �� m University of North Florida m 213 0 ��T O ¢ ,p O UNIVL"i 11 m TURNER 7 BUTLER EXPRESSWAY c " 103rd ST 103rd TIMUQUA ST RD v m NAS. r -S C.F.G.c. , e 0 295 95 118th ST < o Cecil Field mJQ- W Jacksonville @ C7 � m BA EADO Jacksonville Naval Airp��p Station 0 o Naval BL D G m 4 21 Air Station w SUNBEAM < AL11 T 116 RD SCALE OF MILES p `° DUVAL CO RD ° ' 1 s CLAY CO 13 � 17 � G Orange � Park 295 N 224 m GREENL TO D STAUGUSTINE r KINGSLEY AVE gG0 RO VICINITY MAP UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY MR. JACQUELINE E. ROWLAND, PE #80499 DTD. 5/16/16 TRUSS TO TOP PLATE CONNECTOR SCHEDULE TRUSS TRUSS END INTERIOR BEARING POINTS MAX UPLIFT/CONNECTOR MAX UPLIFT/CONNECTOR T-01 THRU T-11 422#/1 419#/1 J-01 THRU J -04T 93#/1 14#/1 HJ01 65#/1 98#/1 GE -01 THRU GE -02 239#/1 - 1. (1) SIMPSON SDWC15600 TRUSS SCREW AT EACH TRUSS BEARING POINT TI TLE_ 1 SITE PLAN 2 ELEVATIONS 3 FLOOR PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 FRAMING PLAN 7 FRAMING DETAILS $ ROOF TRUSS PLAN 9 FLASHING PLAN ELECTRICAL PLAN 10 ,... 2425 BENTSHIRE DRIVE Ads CKSONVILLLE, FL 32246 . r ° TEL %"M-1459 FL C.A. NO. 13666 0 ry w w Z_ C� Z Lu Lu _ V) z O V) z Lu 0 F -- U Lu O LL ry Lu z O _ V) O J Z O z O V) z w z w C� w V) Z Q 0 w J U V) F_ O 0 d z ry Lu LU Z z w Z O LL F - z LU V) z O Z w F_ 3 O F_ O _ F_ ry O ItO O z z O w J O z 0 w O w w O 0 V) D w m F_ O J J = F- V) m `- O LU U �- z Q O z z O CD '_ V)o z L O 0 U zz Q Q v) ry z wO < N 2 w z Lu r) ry J LL Z 1U 3 > Q 0 � z 0 � z w a U Lu w J r w Z_ O CQ Q L F_ �o Z O O GENERAL NOTES 1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGARS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACHE AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 5. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE ENGINEER PRIOR TO COMMENCING WORK. 7. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN -KEY PROJECT. 8. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD WORKING ORDER. 9. CONTACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE. 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. 11. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. 12. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. 13. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDIN(D NECESSARY FOR COMPLETION OF WORK, FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. 14. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. GENERAL SOIL NOTES 1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2. PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFIILLING AND COMPACTION IS COMPLETE. 3. DISTURBED SOIL TREATMENT MUST BE RETREATED. 4. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, SOIL MUST BE RETREATED. 5. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE NON -CELLULOSE CONTAINING MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE. AND PIPE. 15" PVC 28.4'( IN 11 �11 1370VIOLET DESIGNED: (CM w �i w L� cn O REVISION: N/A � I CD Ua� z w O W~ i w m cn i O O 601 PIPE CONCRE- JTS) HEADWA ONCRETE IEADWALL BERT (9.91) 15"DIA. HDPE PIPE FOR DRIVEWAY CROSSING PEF CITY REQUIREMENTS. GENERAL NOTES 1, FINISHED FLOOR TO BE A MIN. 14" ABOVE CROWN OR ROAD. 2.FINISHED FLOOR TO BE MIN 8" ABOVE GRADE. 3. DRIVEWAY AND SIDEWALK TO BE 4" CONCRETE SLAB WITH 6X6. #10/10 OR FIBERMESH REINFORCED OVER CLEAN COMPACTED FILL. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE SITE HAS A MINIMUM BEARING CAPACITY OF 2,000 PSF. 6" PVC PIPE 24" RCF INLET TOP (9.34) SITE PLAN SCALE: 1:8 r00!,RG114 Q D W ry W 0 Z � LL Q Cn 2 U CL Lij < LLJ J LLJ H' Q 00 U) > U � H c`') Z Q � J Q PROJECT #: 1370VIOLET DESIGNED: (CM w I � w L� ISSUED: O REVISION: N/A � I CD w O O O H LCA PIPE CONCRE- JTS) HEADWA ONCRETE IEADWALL BERT (9.91) 15"DIA. HDPE PIPE FOR DRIVEWAY CROSSING PEF CITY REQUIREMENTS. GENERAL NOTES 1, FINISHED FLOOR TO BE A MIN. 14" ABOVE CROWN OR ROAD. 2.FINISHED FLOOR TO BE MIN 8" ABOVE GRADE. 3. DRIVEWAY AND SIDEWALK TO BE 4" CONCRETE SLAB WITH 6X6. #10/10 OR FIBERMESH REINFORCED OVER CLEAN COMPACTED FILL. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE SITE HAS A MINIMUM BEARING CAPACITY OF 2,000 PSF. 6" PVC PIPE 24" RCF INLET TOP (9.34) SITE PLAN SCALE: 1:8 r00!,RG114 Q D W ry W 0 Z � LL Q Cn 2 U CL Lij < LLJ J LLJ H' Q 00 U) > U � H c`') Z Q � J Q PROJECT #: 1370VIOLET DESIGNED: (CM DRAWN: KCM SCALE: AS -NOTED ISSUED: 5/20/16 REVISION: N/A • "* • SHEET M � i F a� fit; :1 fotr�41S n% w Lu Z_ Z Lu w _ V) z O V) z w 0 U w ry O U r iy w z O V) O LL J Z O V) z O z w 0 z w w V) ZD z Q ry 0 Lu J Q V) O O 0 , V Z w Lu z z w z F - Q O ry F - z w z O z w ry O w IL H -- O F- F- O w O w O z Q z Q O w J O >_ Z 0 w U D 0 O w IL Lu O 0 Lu w m O z J J z F- m ~ w O w U E— Z Q O U Z z O o 0 z o O p U Z � Q Z J Q Ln F�; Z Lu O w z � w n � J v (D w Z > 3:o Q Z W Q o �z z w w U w J Z J r V) w w Z O ry U Q Q •o Z o 0U PLATE HT. 1X TRIM 0 HARDIE-LAP SIDING F. F. E. — I PLATE HT. 12 51 M [— HARDIE-LAP SIDING c LEFT SIDE ELEVATION. PLATE HT. jz1X TRIM 1X TRIM 0 FINISH GRADE HARDIE-LAP SIDING FINISH GRADE FRONT ELEVATION 1/4 PLATE HT. DLUMN — X TRIM r— HARDIE-LAP SIDING — 1X TRIM PLATE HT. 6" X " COLUMN 0 cn I HARDIE-LAP SIDING F.F.E. RIGHT SID- ELEVATION HARDIE-LAP SIDING 0 f-- ,x TRIM nAnuiE—LAP $iuiivG —i REAR ELEVATION 6" X 6" COLUMN 0 FINISH GRADE ATE HT. 1X TRIM o - FINISH GRADE PROJECT #: 1370VIOLET a KCM DRAWN: 0 SCALE: wcj� ISSUED: 5/20/16 REVISION: O c/) .J O ma= U w < j J W W 0m w > U rl%� M z r Q r J Q PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: JWJ SCALE: AS -NOTED ISSUED: 5/20/16 REVISION: NIA SH EET cy w Lu z c� z w w _ 3 V) z O z w 0 U Lu O U U - w Z O F- O J z O z O V) z w p z w w V) cn z_ 3 ry p Lu J a U V) F_ O 0 d z w w z C) Lu Z a 2 O Li- F_z Li V) z O w F- F- O w F— O F- 3 O w 12 O z a z F— a CL O LuJ O z Lu U O Lu ry 0 w V) w coF— O J Lj J = F- V) V m F- CL O w -, U �- z a O v) U Z Z O O n Z w p O p U Z p a z Ja a V) 7-, z ED O F— N Lu z 2 LU n F— F— J � J O ry z LU a p ry z p z W �U LL, w J z -� c� _ z N LU W z O ►_ a � �o Z o O 0 O C.0 V) r� `N o I M 00 2 M \ffo4% r 00 Lo I r -IN I CV AL —1N o) t Co I _n COMP. 1/2" THREADED ROD ® 48" 0. C. MAX. TYP. ALL CORNERS AND EA SIDE OF WALL OPENINGS 0 Lo O 19'-1" 51_4111 13,_8190 12'-24" I 1 2-3050 SH I 6,_104" 34'-8" DATA: i� HEATED: W.I.C. Y I SF GARAGE: N ' CH=9'-0" 00 PORCH 95 SF C) N O 2 C) 0 I M R&S N I U) lid r Iw < MASTER BEDROOMROWER j C) • CH=9'-0"/10'-0" ' ( _104 I O� l2 0 C.o r �3'- 3 12" CY) Z N r V) r� `N o I M 00 2 M \ffo4% r 00 Lo I r -IN I CV AL —1N o) t Co I _n COMP. 1/2" THREADED ROD ® 48" 0. C. MAX. TYP. ALL CORNERS AND EA SIDE OF WALL OPENINGS 0 Lo O 19'-1" 51_4111 13,_8190 12'-24" I 1 2-3050 SH I 6,_104" 34'-8" 15-7" 7'-74" I 7'-114" LANAI CH=9'-4" 00 00 co co 2668 T I rO II c , GREAT ROOM -IC-4 I VAULTED Lo I ro DOWN DOWN I 15'—h 02" r NN 0 I ' DINING VAULTED u I In SIN — I � io In r -)W ° SINK Lo KITCHEN CH=9'-0" 010 C) cn ~oo r cm 3068 i a un V) I � w 2�10 • coo 0- O 00 o Q r r n 2-3050 SH 6'-8" 6'-11" 4' 0" 9'-0" 2'-7" 4'-4" 16'-0" 1,_62» 19'-1" 34'-8" FLOOR PLAN 1 / / 4 �) = l'—O" CH 1_4„ 8" X 8" COLUMNS 11'-3" 15'-7" V) 0 0 cn 0 Ln 0 M r 8" X 8" COLUMN 0 I �n CV N r 0 I n OR - DATA: DESIGNED: HEATED: W.I.C. Y I SF GARAGE: 391 ' CH=9'-0" 00 PORCH 95 SF C) N 109 0 TOTAL: R&S CD U) Iw < MASTER BEDROOMROWER j Lu • CH=9'-0"/10'-0" ' ( I O� l2 0 P41--" �3'- 3 12" CY) Z N w m M BATH occD CH rDO r c o IO N 00 CN coN • F jr� P_ 2668 ol I 2 TUB 6'-112" BEDROOM ' CH 9'-0" 13' 4" 5'-52" 5'-64» 5'-64» 2'-32" BATH 2 CH=9'-0" 4068 BF CLOSETLd \ U- m 00 Lo z R&S CLOSET R&S z 4068 BF 2668 / 4068 BF \ ' BED 0 0 M 3CLOSET CH 9'-0" R&S W D 0 LAUND. CH=9'-0" � AHU 3'-4» 5,_52„ ol NOTE: 1. DOOR FROM GARAGE TO P.C. HOME INTERIOR TO HAVE SELF CLOSING DEVICE 2. DOOR TO BE 3068 CLASS "C" ATTI C ACCESS (20 MIN. RATED DOOR) MIN. 22X30 OPENING U- 0- ckf o w LO 00 GARAGE ' CH=9'-4" 16'X7'OHD • 15-7" 7'-74" I 7'-114" LANAI CH=9'-4" 00 00 co co 2668 T I rO II c , GREAT ROOM -IC-4 I VAULTED Lo I ro DOWN DOWN I 15'—h 02" r NN 0 I ' DINING VAULTED u I In SIN — I � io In r -)W ° SINK Lo KITCHEN CH=9'-0" 010 C) cn ~oo r cm 3068 i a un V) I � w 2�10 • coo 0- O 00 o Q r r n 2-3050 SH 6'-8" 6'-11" 4' 0" 9'-0" 2'-7" 4'-4" 16'-0" 1,_62» 19'-1" 34'-8" FLOOR PLAN 1 / / 4 �) = l'—O" CH 1_4„ 8" X 8" COLUMNS 11'-3" 15'-7" V) 0 0 cn 0 Ln 0 M r 8" X 8" COLUMN 0 I �n CV N r 0 I n OR - r S.F. DATA: DESIGNED: HEATED: Ln SF GARAGE: 391 SF PORCH 95 SF LAN Al: 109 0 TOTAL: 2,016 CD U) r S.F. DATA: DESIGNED: HEATED: 1,421 SF GARAGE: 391 SF PORCH 95 SF LAN Al: 109 SF TOTAL: 2,016 SF ollsologp't o TAT a O • '°%,�'� °s 1w,IO'N A ''�,,,, *00010##1110 PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: JWJ SCALE: AS -NOTED ISSUED: 5120116 uj • LLJ jry LL U) ui < 0 j Lu • 000 LjL CY) Z PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: JWJ SCALE: AS -NOTED ISSUED: 5120116 REVISION: NIA SHEET W W z 0 z W W z O V) z W 0 U W Ulf0 LLW z O V) O z U- r J z O z O z W 12 z W W V) ZDz W J a U V) O z O 0 d z W W z 0 z W z O w LL z W cn z 0 W O w CLO a O w O O z a z F- fV ILa w O W J O Z r) W U n O W O 0 W W m F- 0 z J J = I- V) Z/-5 V) CO O W -> z Q O Z z O Z75 LU z o O p U z o a z J a a � z W O F- V) W z :5 - LU n F- J � J c� a o � z o < z w W U W J z -' W ry F- O a a ,o Z 0 0 N 0 21'- 9" 37'-4" 37'-4" ROOF PLAN $1 j 9$ 15'-7" 00 NOTE: ROOF SHALL HAVE 7/16" OSB SHEATHING W/ 8d RINGSHANK NAILS @ 6" O.C. AT ALL SUPPORTS AND 4" WITHIN 4' OF GABLE ENDS (SEE ROOF TRUSS ENGINEERING FOR ROOF TRUSS SPECIFICATIONS) Roof Data (Linear Feet) Eave Line 200' Gable Line 53' Ridge Line 44' Hip Line 53' Valley Line n/a NOTE: Attic Vents Will Be Provided At 1 Linear Foot Per 150 Square Feet Of Roof Surface. Roof Area -2654 1370VIOLET Sq. Ft. Total Divided by 150— 17.7 Linear Feet Req. I 7 10 r�J Fi PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: JWJ SCALE: AS -NOTED ry 5/20/16 REVISION: • LLJZ H U) Z: Uj < • j LL1• 0 in ii foy >(Y) Z PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: JWJ SCALE: AS -NOTED ISSUED: 5/20/16 REVISION: N/A SHEET Lu Lu Z Z w Lu Z O Z w n E -- U w ry w O U LL w Lu > Z O V) O Z u - J Z O (10z O V) z Lu n Z w > 0 Lu vi C� Z 0 Lu J Q U V) O O 0 d Z w Lu Z_ 0 Z w Z w O z w z O z w ry O w IL O 3 2 ry O O 0 Z Z F - w O LuJ O Z 0 Lu U 0 w Lu w r,vO n Lu Lu m F- 0 z J J = uj V) Z� V) CO `- O U �— z Q O z U O 0� 0 "' z 0 O p U Z n Q Z J Q QV) z ED O Q N w z:Ew o � J � J 3 >- vi u - (D ry z_ LU > Q W Z n Q Z w cl� _ w U w J Z —' 0 _ Z N w O Q Q 2 Cie �o Z 0 0 1 5 00 CO r 1'-0" 34'-8" 19'-1" 15'-7" 00 11'-112" 17'-14" 17'-11" ELEV 4-6" 16-0" cy) r 5 5 LL Q U11 a. 0 O 34'-8" 4 5 ELEV -0'-4" 3 5 O co ALL SLABS' 4 DEEP POURED CONC. SLAB �r- r ,iAl 3 5 O _ r 4'-0" 11'-7" ELEV -0'-4" � Y 4'-4" 0 r FOUNDATION PLAN SCALE: 1 i14'' GENERAL NOTES; 1.) CODES USED: 2014 FLORIDA BUILDING CODE 5TH EDITION, ACI AND ASCE-7-10. ALL LATEST EDITIONS USED 2.) ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3.) CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4.) DETAILS FOUND WITHIN THESE DRAWINGS SHALL ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 5.) CAST IN PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS 6.) ALL REINFOF-,CING SHALL BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE W/ CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF CONCRETE. 5'-10" 12" THICKENED EDGE POURED CONC. FTR. W/ 2 #5 BARS EACH WAY TYP. —15'-7" �1� 0 0 r- M c� 00 LO O I 1 12" THICKENED EDGE POURED CONC. FTR. W/ 2 #5 BARS EACH WAY TYP. (D LO 7.) UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERM TIED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC WIRE SPACING PLUS 6" REINFORCING BARS 40 BAR DIAMETERS 8.) ALL REINFORCING STEEL SHALL CONFORM TO A615, GRADE 60. MINIMUM COVER SHALL BE AS FOLLOWS: FOOTINGS: 3" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) 2" PEC)ESTALS AND COLUMNS: 2" SLAB AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER): 3/4" SLABS ON GRADE: 2" FROM TOP 9.) ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK. 10.) F(o,INDATION SHALL BE CONSTRUCTED ON FLAT GRADE 11.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE MINIMUM SIC)I, BEARING CAPACITY OF THE SITE IN 2,000 PSF OR GREATER. 4" CONCRETE SLAB W/ FIBERMESH OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 2X4 EXTERIOR WALL WITH THREADED ROD EVERY 4' O.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING FOOTING AND SLAB POURED WITH A MINIMUM OF 3000PSI CONCRETE. (2) - #5 BARS CONT. ON CHAIRS. TYPICAL MONOLITHIC FOOTING 1/2 )p=1 '-0" �k- 2X4 INTERIOR BEARING WALL WITH •" THREADED ROD EVERY 4'0.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. 4" PORCH RECESS J":12 PITCH AWAY FROM THE HOUSE 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAY CURE. (2) - #5 BARS CONT. INTERIOR BEARING FTG. w STEP 3 1 1/2"=1'-0" W/ 64 #10/10 W.W.F. OR SEE PLANS FOR CURB HEIGHT. FIBERMESH REINF. OVER 6 MIL r VAPOR BARRIER OVER CLEAN SCALE: COMPACTED FILL. COMPRESSIVE STRENGTH AFTER 0'-0" FIN. FLR. ELEV. l ASSUMED DATUM �r- r ,iAl 3 5 O _ r 4'-0" 11'-7" ELEV -0'-4" � Y 4'-4" 0 r FOUNDATION PLAN SCALE: 1 i14'' GENERAL NOTES; 1.) CODES USED: 2014 FLORIDA BUILDING CODE 5TH EDITION, ACI AND ASCE-7-10. ALL LATEST EDITIONS USED 2.) ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3.) CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4.) DETAILS FOUND WITHIN THESE DRAWINGS SHALL ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 5.) CAST IN PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS 6.) ALL REINFOF-,CING SHALL BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE W/ CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF CONCRETE. 5'-10" 12" THICKENED EDGE POURED CONC. FTR. W/ 2 #5 BARS EACH WAY TYP. —15'-7" �1� 0 0 r- M c� 00 LO O I 1 12" THICKENED EDGE POURED CONC. FTR. W/ 2 #5 BARS EACH WAY TYP. (D LO 7.) UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERM TIED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC WIRE SPACING PLUS 6" REINFORCING BARS 40 BAR DIAMETERS 8.) ALL REINFORCING STEEL SHALL CONFORM TO A615, GRADE 60. MINIMUM COVER SHALL BE AS FOLLOWS: FOOTINGS: 3" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) 2" PEC)ESTALS AND COLUMNS: 2" SLAB AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER): 3/4" SLABS ON GRADE: 2" FROM TOP 9.) ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK. 10.) F(o,INDATION SHALL BE CONSTRUCTED ON FLAT GRADE 11.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE MINIMUM SIC)I, BEARING CAPACITY OF THE SITE IN 2,000 PSF OR GREATER. 4" CONCRETE SLAB W/ FIBERMESH OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 2X4 EXTERIOR WALL WITH THREADED ROD EVERY 4' O.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING FOOTING AND SLAB POURED WITH A MINIMUM OF 3000PSI CONCRETE. (2) - #5 BARS CONT. ON CHAIRS. TYPICAL MONOLITHIC FOOTING 1/2 )p=1 '-0" �k- 2X4 INTERIOR BEARING WALL WITH •" THREADED ROD EVERY 4'0.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. 4" PORCH RECESS J":12 PITCH AWAY FROM THE HOUSE 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAY CURE. (2) - #5 BARS CONT. INTERIOR BEARING FTG. w STEP 3 1 1/2"=1'-0" 2 INTERIOR BEARING FOOTING 1/2 2X4 INTERIOR BEARING WALL WITH J' THREADED ROD EVERY 4' O.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAY CURE. (2) - #5 BARS CONT. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28DAY CURE #5 CONTINUOUS EACH WAY 4" CONCRETE SLAB SLOPES 114" PER FOOT AWAY FROM HOUSE. 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL. 4 THICKENED EDGE SLAB 1 /2"=1'-0” 4" CONCRETE SLAB W/ 6"X6" W1.4 X W1.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 2X4 EXTERIOR WALL WITH J" THREADED ROD EVERY 4' O.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. HEIGHT OF CURB VARIES WITH SLOPE OF GARAGE SLAB. FOOTING AND SLAB POURED WITH A MINIMUM OF 3000PSI CONCRETE. (2) -#5 BARS CONT. ON CHAIRS. GARAGE MONOLITHIC FOOTING 4" CONC. SLAB FOOTER -4 TEi PIPE THRU L ADD (1) #5 30 LAP FOOTER DPIPE THRU MONO FTG. DTL. N.T.S. F I L NO C; A44 *- s I 1370VIOLET SEE PLANS FOR CURB HEIGHT. KCM DRAWN: 3000PSI MINIMUM CONCRETE SCALE: *4 COMPRESSIVE STRENGTH AFTER ,� l 28 DAY CURE. f ' ' . '.d•° (2) #5 BARS CONTINUOUS ON CHAIRS $„8,. 4., 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. NON-BEARING CURB STEP 5 _ 1 /2" • 2 INTERIOR BEARING FOOTING 1/2 2X4 INTERIOR BEARING WALL WITH J' THREADED ROD EVERY 4' O.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAY CURE. (2) - #5 BARS CONT. 3000PSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28DAY CURE #5 CONTINUOUS EACH WAY 4" CONCRETE SLAB SLOPES 114" PER FOOT AWAY FROM HOUSE. 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL. 4 THICKENED EDGE SLAB 1 /2"=1'-0” 4" CONCRETE SLAB W/ 6"X6" W1.4 X W1.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. 2X4 EXTERIOR WALL WITH J" THREADED ROD EVERY 4' O.C. MINIMUM 8" EMBEDMENT DEPTH DRILLED AND EPDXIED INTO FOOTING. HEIGHT OF CURB VARIES WITH SLOPE OF GARAGE SLAB. FOOTING AND SLAB POURED WITH A MINIMUM OF 3000PSI CONCRETE. (2) -#5 BARS CONT. ON CHAIRS. GARAGE MONOLITHIC FOOTING 4" CONC. SLAB FOOTER -4 TEi PIPE THRU L ADD (1) #5 30 LAP FOOTER DPIPE THRU MONO FTG. DTL. N.T.S. F I L NO C; A44 *- s I • 4 l PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: KCM SCALE: AS -NOTED ISSUED: 5120116 REVISION: N/A • • 4 l PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: KCM SCALE: AS -NOTED ISSUED: 5120116 REVISION: N/A ,, 011, SH EET All, THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR s;STATS �F [t,►: EXCEED WIND LOAD REQUIREMENTS OF CHAPTER #3 OF • �+ 4Q THE FBC 2014 RESIDENTIAL Vult = 130MPH. liiff W W z z W W V) z O V) z W 0 w O W z 3 O V) F_ O z LL J z O z O V) z W 0 z W (D W V) (D_ 0 W J U V) O n O z C11W W z z W z O C11 - LL z W V) z O U Z W ckf O 0- F_ D O F_ O w O O z ¢ z ¢ CL w O W J O 3 z 0 W 0 O w CL W O 0 V) W m O z J J V) cn m O W U F - z ¢ O U Z z O nW C) O p U Z p ¢ z J ¢ ¢ Ln z w O < V) w z :E WQ � J >� J vi O a� z_ LLJ o ¢ W z o < z W w _ W U W J _z J z V) W W zO ¢ ¢ ]�i ry �2 z O 0 ALL -THREAD NOTES 1. ALL -THREAD RODS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR AND INTERIOR BEARING WALLS. 2. PLACE ALL -THREAD RODS AT 10" MAXIMUM FROM EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. PLACE ALL -THREAD RODS AT 3" MAXIMUM FROM EACH SIDE OF ALL HEADER BEAMS. 3. ALL -THREAD RODS TO BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR ALL EXTERIOR WALLS AND LOAD BEARING WALLS TO BE A MINIMUM OF 8" INTO FOOTING 4. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, UNLESS NOTED OTHERWISE. FRAMING NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X4 SPF ® 16" O.C. WITH A" OSB. 2. OSB PANELS SHALL BE INSTALLED HORIZONTALLY USING 8d RINGSHANK NAILS 6"0.0 ALONG EDGES AND 12" O.C. IN FIELD. 3. INTERIOR WALLS SHALL BE 2X4 SPF ® 24" O.C. HEADERS, TOP PLATES, AND BASE PLATES SHALL BE #2 SYP. 4. ALL EXTERIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED TO BE SHEARWALL SEGMENTS. FRAMING LEGEND EXTERIOR BEARING WALLS 1/2" THREADED RODS AT 4' O.C., TYP. PLACE DOUBLE STUD GROUP UNDER PORCH BEAM BEARING. FASTEN PORCH BEAM TO DOUBLE STUD GROUP W1 SIMPSON MTS16 TWIST STRAP. FASTEN DOUBLE STUD GROUP TO FOOTING WITH LTT206. FILL ALL HOLES WITH 10d NAILS. 2 PLY HEADER BEAMS FASTEN LVL PORCH BEAM TO POST/WALL FRAMING B W/ (1) SIMPSON HU9 HANGER, FILL ALL HOLES W/ 16d 2 PLY PORCH BEAMS NAILS. O 112" THREDDED ROD C PLACE DOUBLE STUD GROUP UNDER GARAGE LVL BEAM BEARING POINT. (2) (2) (2) 0 0 1 7 2 7 o❑ 5 7 (2) 2X8 2 7 00 1cl 2.0E 1.75" x 11.25" LVL (2) 2X8 CD FRAMING PLAN SCALE: 1/4" = 1'-0'' 00 0 (2) 2X8 (2) 2X10 in 0 2.OE 1.75" x 9.5" LVL (2) 2X10 (2) 2X10 IWT F -1OElin 1 1 (2) 2X8 4 7 (2) 2X10 (2) 2X10 - 4X4 P.T. PORCH POSTS, TYP. in (2) 2X8 (2) 2X8 1 7 1/2" THREADED RODS AT 4'0.C., TYP. ♦�� C • MA • '4 :. ,►i �3 ir 0 STATS OF • `i IN Im0 FILE COPY THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED WIND LOAD REQUIREMENTS OF CHAPTER #3 OF THE FBC 2014 RESIDENTIAL Vult = 130MPH. PROJECT #. 1370VIOLET DESIGNED: REM DRAWN: KCM SCALE: AS -NOTED ISSUED: 5/20116 REVISION: N/A SHEET w w Z_ (D Z w w H— Z O V) z Lu U w O U >- UU- ry w > Z O 17 V) I— O Z LL J Z O cn Z O z w n Z Lu 0 w cr) vi (D Z_ 0 Lu J U N H -- O /0 V Z Lu Lu z U z III z Q C� L O UL- z w Z O U z Lu O w F— Z) O CQ L O CO L O >- Z Q z Q O w J O> Z 0 Lu ZD n O w O Lu V) w m F— O J J = h— N 70 U0 m ~ O w U H— z Q O V) U z Z O 0 0 "'Z Q O p U Z o Q z J Q Q In cl�Z wO Q C-.0 Lu Z � w Q r— � J >� J Q U - (D w Z w > o Q � z o Z w Lu U Lu wJ Z -- 0 _ W z O ry U Q Q H -- ,o Z o OU WALL SECTION TYPICAL 1 1 /2»=i ►_o» ROOF PITCH PER ELEVATIONS AND ROOF PLAN PRE -ENGINEERING TRUSSES @ 24" O.C. (MAX) W/ SIGNED & SEALED CALCS. BY A FLORIDA REGESTERED ENGINEER ASPHALT SHINGLES OVER 30# FELT ON 7/16" O.S.B. SHEATHING RATED 16124 HUR^',ICANE TIE @ EA. TRUSS PER FRAMING PLAN MTL. DRIP EDGE F:€:SCIA AS SPEC (SEE DETAIL). VENTED VINYL ALUMINUM SORT R-11 BATT INSULATION 7/16" O.S.B. SHEATHING EXTERIOR FINISH PER ELEVATIONS SP' 2x4 P.T. SOLE PLAT[ SEE FOUNDATION PLAN FOR DETAILS THIS IS !FOR ILLUSTRATION PURPOSE: ONLY AND MAY NOT REFLECT THI ACTUAL FOUNDATION SYSTEN 7/16" OSB ROOF DECK FASTENED TO TRUSSES. SEE TRUSS PLAN FOR FASTENING DETAILS. SEE CONNECTOR SCHEDULE ON COVER SHEET FOR TRUSS TO TOP PLATE CONNECTIONS. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 1 Od AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 1 Od IN LAP. 112" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR NSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. FASTEN 7/16" OSB SHEATHING W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x4 SPF STUDS AT 16" O.C. 2x4 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT 4' O.C. WITH 8" MIN EMBEDMENT, CENTERED BETWEEN ALL -THREADS AND AT EACH SIDE OF BOTTOM PLATE SPLICES. 1/2" ALL -THREAD RODS MAY BE USED IN PLACE OF ANCHOR BOLTS. SEE ALL -THREAD NOTES FOR DETAILS. 3000PSI CONCRETE FOR ALL FOOTINGS AND SLABS. SEE FOUNDATION PLAN FOR ALL FOOTING DETAILS. THIS IS FOR ILLUSTRATION ONLY AND MAY NOT REFLECT THE ACTUAL FOUNDATION SYSTEM. 91NSUL. 8' PLATE HT. BLKG @ GABLE ENDS L. 2x4 TOP PLATE (STAGGER JOINTS 4'-0" MIN.) W/ SP4 @ EACH STUD ODER PER FRAMING PLAN IDOW UNIT AS PER ELEVATIONS AND FLOOR PLAN NDOW SILL PER BUILDERS SPEC. CAULKED @ WINDOW CONC. SLAB 0'-0" FIN FI -R CLEAN FILL OR ACARE SYSTEM MAY BE USED IN SIL TREATMENT FOR TERMITES) TYP. EXT. WINDOW FRAME WALL SECTION FASn (1) Ml (2) 2x BEAR KING STUDS CRIPPLE STUDS r a.• y a' .. . s HEADER FRAMING DETAIL TYPI AL 31/2„_l,_o„ a a : .2t. I. 11. . 4: . • a. PORCH POST TO BEAM 4 �2»_� ►_o» WHERE DISTANCE B/T TIE -RODS EXCEEDS MAX. SPACING, INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE DETERMINED IN FIELD EDGE OF ALL THREAD WASHER MUST BE WITHIN 3” OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER BEAM TYP. WITH �' FLITCH. SEE FRAMING PLAN FOR SIZES. 2 KING STUDS AND 1 CRIPPLE, TYP. FASTEN DOUBLE KING STUDS TO SINGLE CRIPPLE STUD WITH (6) 16d NAILS. OPENING SIZES VARY. SEE PLANS FOR OPENING SIZES THREADED ROD EMBEDMENT DEPTH 8" MINIMUM DRILLED AND EPDXY INTO FOOTING WITH SIMPSON SET EPDXY OR SIMILAR. 1/2" ANCHOR BOLTS AT 6' O.C. WITH 8" MIN EMBEDMENT, CENTERED BETWEEN ALL -THREAD RODS AND AT EACH SIDE OF BOTTOM PLATE SPLICES OR 1/2" THREADED ROD WITH NUT AND WASHER EPDXIED WITH SIMPSON SET EPDXY OR SIMILAR. (2) No. 2 SYP- PORCH BEAMS, SEE FRAMING PLAN FOR SIZES. FASTEN POST TO PORCH BEAMS W/ SIMPSON AC4 POST CAP FILL HOLES W/ 10d NAILS. NO. 2 SYP 4x4 PT. PORCH POST. (TYP 2 PLACES) SIMPSON ABU44 FILL ALL HOLES WITH 16d NAILS. USE A 5/8" ANCHOR DRILLED AND EPDXIED INTO FOOTING, MINIMUM EMBEDMENT OF 7". SEE FOUNDATION PLAN FOR FOOTING DETAILS. GARAGE DOOR TRACK. SEE FRAMING PLAN FOR GARAGE HEADER BEAM SIZE AND DETAILS 2X8 (PT) PLATE EACH SIDE OF GARAGE DOOR OPENING. (4) 1/2" X 4" LAG BOLTS AT EACH DOOR TRACK WITH 2" SQUARE WASHER AND NUT AT GARAGE HEADER BEAM DOUBLE STUD GROUP BEARING. SEE FOUNDATION PLAN FOR ALL FOOTING DETAILS. THIS IS FOR ILLUSTRATION ONLY AND MAY NOT REFLECT THE ACTUAL FOUNDATION SYSTEM. GARAGE DOOR TRACK MOUNT DTL. 1/2"=V—o" ROOF DECK NANUNG PATTERN: 1370VIOLET EDGE: 8d 0 4" (). C. 7/16 -OSS FIELD: 8d 0 6" 0. C. KCM 4" O.C. WITHIN 48' OF GABLES ROF DECK ISSUED: CONT. 2X4 BLOCKING 20 BLOCKING O X—BRACING 4-16d NAILS O ALL SHEATHING JOINTS WITHIN 48' OF GABLE TRUSS 4-1 4-12d (2 ES) TOE NAILS EA. END FROM BLOCKING 2X4 X NG, TO TRUSS TOP CORD I SEE Chi BELOW I 3-12d h A LS TYP. O VERTliIV XZII— ' JC. FROM LA T] d BLOCKING BELO' N S2q��ART eQow 4-16d NAILS —4 1 TO EA. TRUSS 4-16d NAILS 20 BLOCKING 0 48" O.C. BETWEEN GABLE AND TWO TRUSSES X—BRACE CHART 4/12 PITCH —BRACE 0 8'-0" O.C. ( MAX. } 5/12 TO 7/12 PITCH —BRACE 0 6'-0" O.C. ( MAX. ) GREATER THAN 7/12 PITCH—X—BRACE 0 4'-0" O.C. ( MAX. ) 4-12d (2 ES) TOE NAILS EA. END FROM BLOCKING TO TRUSS TOP CORD 2X4 CONT. BLOCKING SIMPSON H2.5 HURRICANE CUP, EA. OUTRIGER 1X2 P.T. DRIP BD. WOOD FASCIA \: 2X4 (SYP12) OUTRIGGER 0 24" O.C., ALIGN ONE OUTRIGGER W/ EA. X—BRACE OR 2X4 BLOCK 0 48" O.C. TOP CORD OF GABLE END TRUSS I DROP 31/2". CONT. 2X4 SCAB FROM TOP TO BOTTOM CORD AT "X" BRACING 7/16" OSB WALL SHEATHING I 2X4 SCAB 0 48" D.C. I IF VERT. WEB IS NOT PRESENT GABLE END TRUSS BRACING 6 �0 ,_o„ PROVIDE ADDITIONAL 2X4 (VERT.) IF GABLE IS HIGHER THAN 4'-0" TO FORM AN "L" SHAPE SIMPSON LSTA18 (14-10d ) O 32" O.C. BOTTOM CORD OF GABLE END TRUSS, 12d TOENAILS 0 8" O.C. FROM TRUSS BOTTOM CORD TO BOUBLE TOP PLATE 2-2X4 TOP PLATES (SYP 12 ) 2X4 STUDS O 16" O.C. ( SPF #2 ) NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. I {51, PREAMCKW H044ES �CHQRM MUM � w.� ,x `? SPEMCA Mi NOTES: SatEi T: Ps+sr� e arlr mss i1hf�.'kl part�{r�d as€�ia ucirul Alla �ra;vl a AIAhYLduA'Id€ s r i vr:t 1t ;ares ter+# Iy u# � ,# ire ill. 9r .sr d1voo,l ; "fr ye eh rfk a �r# irk mel�re r ream E=^��r�irli i3`J� �I� #faHSi1F!� 1►"a�.7FlI�CS, a R 3 tSRC f i t o > s tis i �i€a� emirs �sirr h s 11 ?r # rqt msqokee, a Flm 1W, A LLATtd ;,00h Ipwso resw:pmslr`f#..) 4m owa* riloo, f►it 'r :��r�hp, r{t�=s* aL i� a:�� rl bNs; �r itE cn tamm �b, iam car. ve#rrts;7�we pig lledli�i�€i##�I 1€�s lombw,adp WA ba'F'i r�s�"llP.9if��vP�t��:y tPL�#r��if�4f 'di�4,t ��v�#tomsc�,�L u��#si�twr� d�a'ut� Mrd �rF� csx�s. �t3T�, Taw slr�'�'•�1:(�I� rs#�l#s� �!l�s �a�F� _ ♦°��11i1f�ftlf��! G- MAO / f 40 03 f* r '6 ►ww : r i C r ;�`0 '! �• STAT E QF 4f • 10 W R ,�„' •.�...• ��frilt�sre� r PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 5/20/16 REVISION: • • 1 , 1 PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 5/20/16 REVISION: N/A SHEET THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED WIND LOAD REQUIREMENTS OF CHAPTER #3 OF7 THE FBC 2014 RESIDENTIAL Vult = 130MPH. W Lu z z w w _ _ V) z O V) z W 0 W lyO LL w w z 0 O LL J z O z O z Lu 0 z w Lu V) vi z 0 Lu U V) F- 0 z 0 z W Lu z c� z W 7- 0 O w z w V) Z O U z w O w O Q O O O z Q z Q O W J O 3 z 0 w U O ILw O 0 W V) Lu caO z J J = I— V) IL m w O U s - z Q O V) U Z Z O C� n Lu z Lu O p U Z p Q Z --1 Q Q N 7v Z Lu O Q"' Lu Z 2 w n >� J LL - c) C) L Z_ '-'-' Q 7 W z o z w _ Lu w U W J Z J C� _ V) w W z O Q 'o Z o OU TRUSS NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS EACH SIDE— TO 6'-0" ---� I [-�- 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0" 2 HEADER STUDS REQ. 1) FULL LENGTH STUD 3 HEADER STUDS REQ. 2) FULL LENGTH STUDS 4 HEADER STUDS REQ. 2 FULL LENGTH STUDS 4. BEARING WALL NAIL PATTERN, ALSO GABLE ENDS 1. PLYWOOD: (FIELD) DGE USE USE 8D N8D NAILS AILS ' Ca? 6/C ) O/C 2. GYPSUM: (FIELD) USE 5D NAILS ® 8" 0/C (EDGE) USE 5D NAILS ® 4" 0/C 4' 4T I 5. ROOF NAILING PATTERN ZONE CHART 1 ZONE 1 — USE 8D COMMON NAILS ® 6" 0/C 2 ZONE 2 — USE 8D COMMON NAILS @ 6" 0/C 3 ZONE 3 — USE 8D COMMON NAILS ® 4" 0/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS ® 7" 0/C 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 5" O.C. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF ® 16" O.C. UNLESS OTHERWISE NOTED. 9. GABLE END SHEATHING SHALL BE NAILED WITH 8—d's 4" 0/C EDGES AND 6" 0/C FIELD 10. TABLE 2304.9.1, OF THE FLORIDA BUILDING CODE 2014 5th ED., NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. 11. PROVIDE 5/8" TYPE X GYP. BD. ® GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN GYP. BD. @ GARAGE SIDE WALLS & UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE 12 UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY JACQUELINE E. ROWLAND PE #80499 DTD. 5/16/2016 IS STRUCTURE HA=S BEEN DESIGNED TO MEET OR CEED WIND LOAD ';REQUIREMENTS OF CHAPTER #3 OF E FBC 2014 RESIDENTIAL Vult = 130MPH. ti - o7 J01 J02 J03 T10 T09 T08 T07 T06 T05 T04 T04 T04 T04 T04 T04 T04 T04 T03 T03 T03 TO T0' T0%*'- T0'--: T0%': T012 T01 T01 GEO' T1' L-GEO; ALL FRAMED WALLS HELD BACK 1/2" FOR SHEATHING 19' 15'7" �- N co 'T 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 O� 0 0 34'7" ROOF TRUSS PLAN SCALE: 114' J01 J02 F J03 0%J111111111 0` A 'iii t�'...�R Bfl .* i • ;^ • i w OF STATE ; k�z o °••w•••••' t`�1 '004s'S/ O N A\- ►1111111�� mv FILE COr i PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: KCM SCALE: AS -NOTED ISSUED: 5/20/16 REVISION: N/A SHEET W LU LU Z_ Z LU LU I— 3 V) Z O V) Z W 0 U LU O U LL ry LU z O O Z J Z O V) Z O Z LU 0 Z w C� w V) ZD ,Vi V Z Q 0 LU J V) O 0 d Z LU w Z Z LU Z ry Q O W L z LU z O U Z LU O F- O 3 F- 0 W O O Z Q Z rV O W J O _ Z 0 w U n O 0. w O 0 w V) LU m O z J J =I— V) m O W -, U Z Q O z Z O "'Z o O p U Z o Q Z JQ V) Z w O V) Z Z :E LU o I- � J >� J V; u- () 0:� Z_ I -'-I Z W Z o Q _z 'i _ �U W W J 7- 7 z v) w Z O CQ Q L � I— �o Z O O CONCRETE SLAB —SHEATHING WEATHER BARRIER (Tvyek "Or" Equiv.i ,^-STUCCO FINISH 41/4" DRIP SCREED 4" Above Grade (Minimum) =-- _rade 0 0 (Installed Per ASTM Standard 1063-03) Stucco Termination 0 Base Of Wood Frame Stucture (Slab) \• NOTE: FINISHED► 1 ■ AS • ►TER FLASHING BARRIER MUST EXTEND DOWN • \ FLASHING (INCLUDE METAL LATH STUCCO ROOF DECKING NG -5"x 5" GALV. FLASHING CONTINUOUS 26 Ga. Galv., ROOFING -' ROOF TO WALL FLASHING (P rnendicular�L Scale: 3/4 =1 —0 NOTE: WEATHER -RESISTIVE BARRIER MUST EXTEND DOWN OVER FLASHING FOR LAP SIDING (INCLUDE METAL LATH w/ STUCCO FINISH) ROOF DECKING ZZ ROOF DECKING -CRICKET/SADDLE "4-5% 5" GALV. FLASHING CONTINUOUS T26 Go. Galva CHIMNEY FLASHING (AlI Exteriors) Scale: 314-=I'—U-- ROOFING 4 =1 —0 No te : See Attached Engineering for Exact Structural Specifications. SHEATHING BARRIER STUCCO - METAL ■ \ • TREATED LUMBER 1 ■ HOLD-DOWN ANCHOR RI.. GRADE Stucco Termination 0 Base Of Wood Frame Stucture (Off—Grade Scale: 3/4"=1'-0" 73 A I n A A I CI STEEL LINTEL SEALANT BRICK VENEER BEYOND AT JAMB SEALANT SLOPED BRICK SILL _WEEPHOLES THROUGH -WALT FLASHING (INSTALLED BEFORE WINDOW) o 11 WOOD STRUCTURAL PANEL WEATHER RESISTIVE BARRIER BRICK VENEER AIR SPACE CROSS—SECTION 2 WINDOW HEAD AND SILT_ (Brick Veneer Scale: 3/4"=1'-0 NOTE: WEATHER -RESISTIVE BARRIER MUST EXTEND DOWN OVER FLASHING (INCLUDE METAL LATH W/ STUCCO FINISH) WOOD STRUCTURAL PANFI 5"x GALV. FLASHING \\ SHEATHING CONTINUOUS 26 Go. Galva LAP SIDING "OR" Nail In Upper 1/3 Portion STUCCO FINISH -ROOF DECKING ROOFING -/ ROOF TO WALT- FLASHING (Perpendicular) Scale: 3/4"=1'-0" SEALANT SCREWS 100fi ST; ►G 'G► LUMBER WEATHER—RESISTIVE SYSTEM AT AN EXTERIOR DECK Scale: 3/4"=1'-0" WOOD STRUCTURAL PANEL 1 • LAYERS OF WEATHE RESISTIVE -BARRIER METAL � ■ �' ■ AD FLASHI► • Go. Galy. SEALANT- AV- • Ga. 1 • •E VFATHERI RESIST VE -BARRIER METAL LATHE E�I STUCCOWOOD STRUCTURAL C •• ► C► ►1�Z• A �a ilk I ej awl 111111• 0•.a. jir� 11 WIN Q-07) W//, WFA 4 % ME_ 1)" vff/i SCALE: VARIES FLASHING SECTION Q BRICK LFDGE Scale: 3/4"=1'-0" 1 t ■ 040L K61=8 ■ TD - ■ ••D SIDING MOOD STRUCTURAL PANEL SHEATHING Tl!f:: THROUGH WALL SEALANT FLASHING (26 Ga. Galv.) _ SILL FLASHING (26 Ga Galv DRIP FaGE CAULKING/SEALANT WITH WEATHER -R BAC KERROD ISTIVF BARRIER WINDOW FLANGE - SIDING WOOD SIDING MOOD STRUCTURAL PANFI SHEATHING CROSS—SECTION (9 WINDOW HEAD AND SILI (Si Scale: 3/4"=1'-0" ►r lf SEAL WINDOW OPENING _W1TW■ .t■ ♦ AS REQUIRED WINDOWBY �=vSHEATHING SHEATHING WEATHER BARRIER WEATHER BARRIER (Tyvek "Or" Equiv.) (Tyvek "Or" Equiv.) WINDOW FLASHING APPLIED BEHIND WINDOW FLASHING APPLI D OV R WINDOW FLANGE WINDOW FLANGE SEALANT APPLIED BETWE SEALANT APPLIED BEHIND (Use Self -Adhesive Tape) FLANGE & FLASHING SELF—FLASHING WINDOW INSTALLATION TYPE "A" (Top View) Scale: 3 "=1'—O" WINDOW TYPE "A" ( Self—Flashing) STEPS: WINDOW FLANGE ASREQUIRED BY WINDOW MANUFACTURER _WINDOW INSTALLATION TYPE "B" (Tole Vi w) Scale: 3"=1'— " ** AS REQUIRED BY WINDOW MANUFACTURER Brick Veneer Notes R703.7.4.1 ize and Spacing Veneer ties if strand wire, shall not be less in thickness than No. 9 U.S. gage wire and shll have a hood embedded in the mortar join , or if sheet metal, shall be not less than No. 22 U.S. gage by 7/8 inch corrugated. Each tie shall be spaced not more than 24 inches on center horizontally and vertically and shall suppo t not more than 2.67 square feet of wall area. Execptio : Where the wind pressure exceeds 30 pounds per square foor pressure, each tie shall support not more than 2 square feet of wall area. R703.7.4.1.1 Veneer ties around openings Veneer ties around wall openings. Additional metal ties shall be provided around all wall openings greater than 16 inches in either dime sion. Metal ties around the perimeter of openings shall be sp ced not more than 3 feet on center and placed within 12 inches of the wall opening. R703.7.6 W epholes Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less th n 3/16 inch in diameter. Weepholes shall be located immediately,above the flashing. jir� 11 WIN Q-07) W//, WFA 4 % ME_ 1)" vff/i SCALE: VARIES FLASHING SECTION Q BRICK LFDGE Scale: 3/4"=1'-0" 1 t ■ 040L K61=8 ■ TD - ■ ••D SIDING MOOD STRUCTURAL PANEL SHEATHING Tl!f:: THROUGH WALL SEALANT FLASHING (26 Ga. Galv.) _ SILL FLASHING (26 Ga Galv DRIP FaGE CAULKING/SEALANT WITH WEATHER -R BAC KERROD ISTIVF BARRIER WINDOW FLANGE - SIDING WOOD SIDING MOOD STRUCTURAL PANFI SHEATHING CROSS—SECTION (9 WINDOW HEAD AND SILI (Si Scale: 3/4"=1'-0" ►r lf SEAL WINDOW OPENING _W1TW■ .t■ ♦ AS REQUIRED WINDOWBY �=vSHEATHING SHEATHING WEATHER BARRIER WEATHER BARRIER (Tyvek "Or" Equiv.) (Tyvek "Or" Equiv.) WINDOW FLASHING APPLIED BEHIND WINDOW FLASHING APPLI D OV R WINDOW FLANGE WINDOW FLANGE SEALANT APPLIED BETWE SEALANT APPLIED BEHIND (Use Self -Adhesive Tape) FLANGE & FLASHING SELF—FLASHING WINDOW INSTALLATION TYPE "A" (Top View) Scale: 3 "=1'—O" WINDOW TYPE "A" ( Self—Flashing) STEPS: WINDOW FLANGE ASREQUIRED BY WINDOW MANUFACTURER _WINDOW INSTALLATION TYPE "B" (Tole Vi w) Scale: 3"=1'— " ** AS REQUIRED BY WINDOW MANUFACTURER STEPS: 1. IN WATER SHEDDING FASHION STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE TYVEK "OR" EQUIV. TO THE FACE OF THE SHEATHING. 2. APPLY SILL FLASHING 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. 4. APPLY BEAD OF SEALANT AT SIDE JAMBS & EXTEND AS REQUIRED BY WINDOW MANUFACTURER 5. APPLY JAMB FLASHING 6. APPLY BEAD OF SEALANT AT HEAD. 7. APPLY HEAD FLASHING. 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUTS AT CORNERS. i $ sk OR yy� arxi�W�o WINDOW OPENING DETAIL61 OP lop Scale: 112"=1'-0" # : -9 11 40 in • do ;� STA E OF • • N A1-�,��'' 1. IN WATER SHEDDING FASHION ING STARTING AT THE BASE OF THE DRAWN: WALL & WORKING TOWARDS THE SCALE: TOP, INSTALL THE TYVEK "OR" 1 EQUIV. TO THE FACE OF THE SHEATHING. REVISION: 2. APPLY SILL FLASHING 3. APPLY JAMB FLASHING 4. APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW FLANGE. 5. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. 6. APPLY BEAD OF SEALANT ACROSS THE FACE OF THE MOUNTING FLANGE AT HEAD. 7. APPLY HEAD FLASHING. 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUTS AT CORNERS. WINDOW TYPE "B" STEPS: 1. IN WATER SHEDDING FASHION STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE TYVEK "OR" EQUIV. TO THE FACE OF THE SHEATHING. 2. APPLY SILL FLASHING 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. 4. APPLY BEAD OF SEALANT AT SIDE JAMBS & EXTEND AS REQUIRED BY WINDOW MANUFACTURER 5. APPLY JAMB FLASHING 6. APPLY BEAD OF SEALANT AT HEAD. 7. APPLY HEAD FLASHING. 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUTS AT CORNERS. i $ sk OR yy� arxi�W�o WINDOW OPENING DETAIL61 OP lop Scale: 112"=1'-0" # : -9 11 40 in • do ;� STA E OF • • N A1-�,��'' PROJECT #. 1370VIOLET DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED 1 5/20/16 REVISION: • PROJECT #. 1370VIOLET DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 5/20/16 REVISION: N/A SHEET 0% w w Z_ C� Z LU w _ _ V) Z O V) Z W 0 U w O U U_ LU z O O Z LL J Z O Z 0 Z W Z w LU V) ZD z 0 w J U V) O Z 0 6 z LU LU Z Z w z O LL z u., V) Z O U Z W CYO CL F_ O ry O O O LL Z ¢ Z F_ ¢ IL W O LU J O Z n W U n O IL w O 0 w w coO z J J V N N m O U E— Z ¢ O Z Z O c� o LU Z o O p U Z p ¢ Z J ¢ ¢ V) Z wO F N Z Z � W o F_ t= J � J LL O w z > �o ¢Z cl�f ¢ o z_ LU U W W J Z J z N W W z O be U C¢ ¢ L � E -- -,o Z O 0 NOTE: All Electrical Wiring To Be In Accordance With Florida Building Code, 2014. NOTE: Smoke Detectors Shall Be Installed According To Florida Building Code, 2014. 220 VOLT SERVICE CONNECTION NOTE: All Electrical Wiring To Be In Accordance With 2011 NEC. Provide Arc—Fault Circuit Interruptors In Living And All Bedrooms Per Article 210—.12 NOTE: Stack Switches As Required NOTE: All Duct Sizing Shall Be In Accordance w/ RCCA, Manual "D' . Provide Duct Testing In Accordance w/ ASHRAE Standard 152. All Ducts & Air Handlers Not Located In Conditioned Space Shall Be Tested To Be "Substantially" Leak Free. P E R PLAN 1 % = 1'-0" ELECTRICAL LEGEND �- DUPLEX CONVENIENCE OUTLET AFCI DESIGNED: WEATHERPROOF DUPLEX OUTLAT GFCI 01- HALF -SWITCHED DUPLEX OUTLET ® 220 VOLT SERVICE CONNECTION SD OCO LIGHT SWITCH $2 3 -WAY SWITCH + CEILING LIGHT Oc RECESSED LIGHT CEILING FAN --�-- UNDERCOUNTER LIGHT (I� EXHAUST FAN F �- EXHAUST FAN / LIGHT DESIGNED: DOUBLE FLOOD LIGHTS 01- TELEPHONE JACK --M CABLE TELEVISION JACK SD OCO COMBINATION SMOKE DETECTOR REVISION: CARBON MONOXIDE DETECTOR [-0 WALL MOUNTED LIGHT THERMOSTAT ELECTRICAL SERVICE ENTRANCE + P PENDANT LIGHT FLOURESCENT LIGHT NOTES: Idmik � 2 1. 100% PERCENT OF PERMANENTLY INSTALLED INTERIOR AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. �+ �G� .' 'Y s •ss � s ��►� 0.00 •*• no " STATE OF • �"y+Va s/y S,got`9/0n AI i�' N $'##hies►�� Z Q J CL J ry Q U H U W J W PROJECT #: 1370VIOLET DESIGNED: KCM DRAWN: JWJ SCALE: AS -NOTED ISSUED: 5/20/16 REVISION: N/A SHEET