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2236 Barefoot Tr RESA20-0022 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: MONS NARAYAN C 2236 BAREFOOT TRCE ATLANTIC BEACH FL 32233-4564 COMPANY:ADDRESS:CITY:STATE:ZIP: PHILLIPS BUILDERS LLC 1250 SELVA MARINA CIR ATLANTIC BEACH FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169463 0588 OCEANWALK UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2236 BAREFOOT TRACE RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION GARAGE ADDITION $125000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 1/26/2021 PERMIT NUMBER RESA20-0022 ISSUED: 1/26/2021 EXPIRES: 7/25/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $555.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $277.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $13.24 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.83 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $1,104.57 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 1/26/2021 PERMIT NUMBER RESA20-0022 ISSUED: 1/26/2021 EXPIRES: 7/25/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $1,104.57 RESA20-0022 Address: 2236 BAREFOOT TRACE APN: 169463 0588 $1,104.57 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $555.00 BUILDING PERMIT 455-0000-322-1000 0 $555.00 BUILDING PLAN REVIEW $277.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $277.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $22.07 STATE DBPR SURCHARGE 455-0000-208-0700 0 $13.24 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.83 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14706 $1,104.57 Printed: Tuesday, January 26, 2021 11:45 AM Date Paid: Tuesday, January 26, 2021 Paid By: PHILLIPS BUILDERS LLC Pay Method: CREDIT CARD 417221408 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14706 ~+; CENTRALSQUARE RESA20-0022 ,. ·.::, ,,, :, <) ·, Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. .;;:.._!H t 9~ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: _______ _ I .,-I Revision to Issued Permit OR ~ Corrections to Comments Project Address: 2."2-3~ ?HG: ,-grr----rf2--A(-t Contractor/Contact Name: Pt-\,ll;j>,s ·&_:; \t)t.fl-'S Date: i-13··'2..I Contact Phone: lc..'<J-155 ~ 'lC/4H Email: ?µ\\\, ~~\\C£i?&S~~ Cc..Vv-t:..A"":>T • Ni:?T Description of Proposed Revision/ Corrections: Pl Ptt.oov -1 Ai>i>(ly vA.\ :sH.EET / rlei'--4 • • Will proposed revision/corrections add additional square footage to original submittal? ~o 0 Yes (additional s.f. to be added: ____________ ) (Office Use Only) ft Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services ----------------------------- Reviewed By Date Updated l0/17/18 IIARDIE BOARD BATTEN SIDIN5 ' i,,c)OO IJRACKET5 DETAIL IM 5EE IIARDIE &' TR IIARDIE 2X4 l.ED6E -~ TRIM ~ an / / / . / " /_ ' / / . / / ./ -"' □ L ---FIBER5LA96 SHIN6LE5 OVER :lOII FELT 4 1/16'----~ 05B ROOF DEGK TO MATGH EXIST. 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F . 1 2 ' H A R D I E T R I M B A N D W 2 ' H A R D I E T R I M B A N D S T O P t B O T T O M E X I S T I N 6 S l l J G G O V E N E E R . R E P A I R A N D R E P A I N T A S R E W I R E D . F . F . E . = 0 ' - - 0 ' - ~ / ( I • ~ j ' , < : ) . , - r , I ; - - - ' . • £ : ! I - = . . o T " " F I N . 5 R A D E I I ~ ) ' ) ' R E V I S I O N S F R E L I M I F R E L I M 2 l " l ' < . E L I M 5 F l ' < . E L I M 4 F R E L I M 5 C D I C D 2 s i - + e e , - , 0 1 - 1 e . - 2 0 1 ' l o e . - : : 1 0 - 2 0 1 ' 1 O " l - 1 2 - 2 0 1 " 1 1 1 - l ' l - : : ! O l ' l 1 1 - 2 4 - : Z O l ' l O " I - O t > - 2 0 2 0 0 1 - 1 2 - 2 0 : Z I A 3 . J 0 e N O · 1 . o r - 1 1 0 c > R A H N B Y , > e a D A T E , 0 1 - 1 . 2 - : . 1 0 . : 2 1 T l - E S E ! 9 1 - A N $ A R E F ' O R T H E E X ' - W . I S I V E l J S e 0 1 " I M A 6 1 N e A l l i . G H l ~ 1 U l l , , A , , L . D e & l 1 5 N S I N l : . . A N D A e N O T T O e ~ R e F R O O U G e D 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the Energy Performance Index, the more efficient the home. 1. New home or , addition 2. Single-family or multiple-family 3. No. of units (if multiple-family) 4. Number of bedrooms 5. Is this a worst case? (yes/no) 6. Conditioned floor area (sq. ft .) 7. Windows , type and area a) U-factor:(weighted average) b) Solar Heat Gain Coefficient (SHGC) c) Area 8. Skylights a) U-factor:(weighted average) b) Solar Heat Gain Coefficient (SHGC) 9. Floor type, insulation level: a) Slab-on -grade (R-value) b} Wood, raised (R-value} c) Concrete , raised (R-value} 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) B. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 11. Ceiling type and insulation level a} Under attic b} Single assembly c) Knee walls/skylight walls d) Radiant barrier installed 1. Addition 2. Single-family 3. 4. 5. No 6 . 759 7a. 0.340 7b. 0.290 7c. 60.0 8a. NA 8b. NA 9a. 9b. 19.0 9c . 10A1 . 19.0 10A2. 10B1. 10B2. 11a. 0.0 11b. 11c. 0.0 11d. No 12. Ducts , location & insulation level a) Supply ducts R 6 .0 b) Return ducts R 6 .0 c) AHU location 13. Cooling system: Capacity a) Split system SEER Addition 48 .0 18.0 b) Single package SEER __ _ c) Ground/water source SEER/COP __ _ d) Room uniUPTAC EER. __ _ e} Other 14 . Heating system : Capacity a) Split system heat pump HSPF 48.0 10.0 b) Single package heat pump HSPF __ _ c) Electric resistance COP __ _ d) Gas furnace, natural gas AFUE __ _ e) Gas furnace , LPG AFUE __ _ f) Other 15. Water heating system a) Electric resistance EF __ _ b) Gas fired, natural gas EF __ _ c) Gas fired, LPG EF 0.86 d) Solar system with tank EF __ _ e) Dedicated heat pump with tank EF __ f) Heat recovery unit HeatRec% __ _ g) Other 16. HVAC credits claimed (Performance Method) a) Ceiling fans b) Cross ventilation No c) Whole house fan No d) Multizone cooling credit e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code. Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code , Energy Conservation , through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise , a new EPL display card will be completed ba on installed code compliant features. Date :~///_;;;___,,.~'-=--faj-'----- Address of New Home: --=2=2=36-=-=B=a""'re""'fo"""o""'t'"'T'-'-r=ac=e"---------City/FL Zip: Atlantic Beach FL 12/9/2020 10 :24:02 PM EnergyGauge® USA 6.0 .04 (Rev. 1) -FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 '· ~ FORM'R.405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation -Residential Performance Method Project Name: Stree.t: City , State , Zip: Owner: PHILL759 Addit ion 2236 Barefoot Trace Atlantic Beach , FL , Mons Residence Builder Name: Phillips Builders , LLC . Permit Office: Ci ty of Atlantic Beach Permit Number: Jurisdiction: 261100 Design Location : FL, Jacksonville County : Duval (Florida Climate Zone 2 ) 1. New construction or exist ing Addition 2 . Single family or multiple family Single-family 3. Number of units , if multiple fam il y 4. Number of Bedrooms(Bedrms In Addition) 1 (1) 5. Is th is a worst case? No 6. Conditioned floor area above grade (ft') 759 Conditioned floor area below grade (ft') 0 7. W in dows(60.0 sqft.) Description a . U-Factor : Dbl , U=0.34 SHGC: SHGC=0.29 b. U-Factor: N/A SHGC : C. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC : Area 60.00 ft2 9 . Wall Types (703.6 sqft.) a. Frame -Wood , Exterior b. NIA c. N/A d. N/A 10. Ceiling Types (814.3 sqft.) a . Roof Deck (Unvented) b . Knee Wall (Unvented) c. N/A 11. Ducts a. Sup : Attic, Ret: Attic, AH : Addition 12. Cooling systems a . Central Unit 13. Heating systems a. Electric Heat Pump Insulation Area R=19.0 703.63 ft2 R= ft ' R= ft' R= ft2 Insulation Area R=20.0 759 .00 ft ' R=0 .0 55.30 ft ' R= ft ' R ft' 6 151.8 kBtu /hr Efficiency 48.0 SEER:18.00 kBtu/hr Efficiency 48 .0 HSPF :10.00 Area Weighted Average Overhang Depth : Area Weighted Average SHGC : 1.333 ft. 0.290 14. Hot water systems -Replacement equipment 8. Floor Types (575.0 sqft.) a. Floor over Garage b . N/A c . N/A Insulation R=19.0 R= R= Area 575 .00 ft' ft' ft2 a. Propane Tankless b. Conservation features None 15. Cred its Glass/Floor Area: 0.079 Total Proposed Modified Loads: 15.62 Total Baseline Loads : 21.76 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY : D191 tally s1gneo by Douglas R Douglas R. Stickles St ic kles Oa te 101011.1009:3419 -0S 'OO DATE: I hereby certify that this building, as designed, is in compliance with the Florida En~rg Cod , OWNER/AGENJ:: DATE : 1/11/c Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code . Before construction is completed this building will be inspected for compliance with Section 553 .908 Florida Statutes. BUILDING OFFICIAL: ~ DATE: Cap: 1 gallons EF : 0 .860 Pstat PASS -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1 . -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402 .4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4 .1.2). (Exception may apply) 12/9/2020 10:23 PM EnergyGauge® USA 6.0.02 (Rev. 1) -FlaRes2017 FBC 6th Ed ition (2017) Comp li ant Software Page 1 of 4 RE S A 2 0 - 0 0 2 2 r, "~· -:J r, - ,, ' PR O D U C T AP P R O V A L IN F O R M A T I O N SH E E T FO R TH E CI T Y OF AT L A N T I C BE A C H , FLORIDA (*REQUIRED) *P r o j e c t Ad d r e s s : 22 3 f o p ~ ' Z . E t< ; , C 1 " ' · , ~ < - G Pe r m i t # : _ _ ________ _ *O w n e r / P r o j e c t Na m e : C \- \ t2 - ' \ ~ Mc : . ~ S As re q u i r e d by Fl o r i d a St a t u t e 55 3 . 8 4 2 an d Fl o r i d a Ad m i n i s t r a t i v e Co d e Ru l e 9B -72 , pl e a s e pr o v i d e th e in f o r m a t i o n an d pr o d u c t approval number{s) for th e bu i l d i n g co m p o n e n t s li s t e d be l o w as ap p l i c a b l e to th e bu i l d i n g co n s t r u c t i o n pr o j e c t fo r th e pe r m i t nu m b e r li s t e d ab o v e . You should contact your pr o d u c t su p p l i e r i f yo u do no t kn o w th e pr o d u c t ap p r o v a l nu m b e r fo r an y o f th e ap p l i c a b l e li s t e d pr o d u c t s . In f o r m a t i o n re g a r d i n g statewide product ap p r o v a l ma y be ob t a i n e d at : ww w . f l o r i d a b u i l d i n g . o r g . Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # Local# A. EX T E R I O R DO O R S 1. Sw i n g i n g 2. Sl i d i n g 3. Se c t i o n a l 4 . Ga r a g e Ro l l - U p 5. Au t o m a t i c 6 . Ot h e r B. W I N D O W S 1. Si n g l e hu n g ? L " ' ' r,: : - 1 ·rt , 4 3 5 2. Ho r i z o n t a l sl i d e r 3. Ca s e m e n t 4 . Do u b l e hu n g 5 . Fi x e d ? L ~ , t= I it - !: J " b • Z . 6. Aw n i n g ? l : - , ·"T ' ~ i ¢ , 7 ,~ 2 ~ 7. Pa s s - t h r o u g h 8. Pr o j e c t e d 9. Mu l l i o n 10 . Wi n d br e a k e r 11 . Du a l ac t i o n 12 . Ot h e r Page 1 of 4 Updated 10/17 /18 Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # Local# C . PA N E L WA L L 1. Si d i n g N ~ l l- - \ ~ l- \ A - -~ ) D . ~ : ) "& : . - , , - r e - J ( - t • I 2, C ><" ' f f'> _ 2 2. So f f i t s ·-p i ' ' {"" \ I . e . " " ' - -. . : . ~ --.l \ · - p i 41 ~ • 5 1' - i ~ · ~ - U L 3. EI F S 4. St o r e f r o n t s 5. Cu r t a i n wa l l s 6. Wa l l lo u v e r s 7 . Gl a s s b l oc k 8. M e m b r an e 9 . Gr e e n h o u s e 10 . Sy n t h e t i c st u c c o 11 . Ot h e r D. RO O F I N G PR O D U C T S 1. As p h a l t sh i n g l e s 0 •~ ~ N ~ ) ( t l{ L N ·, ,' \ J ( ~I r : ! IO tJ . ,i 4 ~ fZ . / 2 2 . Un d e r l a y m e n t s 3. Ro o f i n g fa s t e n e r s 4. No n s t r u c t u r a l me t a l ro o f 5. Bu i l t - u p ro o f i n g 6 . Mo d i f i e d bi t u m e n 7 . Si n g l e pl y ro o f i n g 8. Ro o f i n g ti l e s 9. Ro o f i n g in s u l a t i o n 10 . Wa t e r p r o o f i n g 11 . Wo o d sh i n g l e s / sh a k e s 12 . Ro o f i n g sl a t e 13 . li q u i d ap p l i e d ro o f i n g 14 . Ce m e n t -ad h e s i v e co a t s 15 . Ro o f ti l e ad h e s i v e 16 . Sp r a y ap p l i e d po l y u r e t h a n e ro o f 17 . Ot h e r Page 2 of 4 Updated 10 /17 /18 Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n li m i t a t i o n of Us e St a t e # Local# E. SH U T T E R S 1. Ac c o r d i o n 2 . Ba h a m a 3. St o r m pa n e l s 4. Co l o n i a l 5. Ro l l -u p 6. Eq u i p m e n t 7. Ot h e r F. ST R U C T U R A L CO M P O N E N T S 1. Wo o d co n n e c t o r /a n c h o r 2. Tr u s s pl a t e s 3. En g i n e e r e d lu m b e r 4. Ra i l i n g 5. Co o l e r s - f r e e z e r s 6 . Co n c r e t e ad m i x t u r e s 7. Ma t e r i a l 8. In s u l a t i o n fo r m s 9. Pl a s t i c s 10 . De c k - r o o f 11 . W a l l 12 . S h e d s 13 . Ot h e r G. SK Y L I G H T S 1. Sk y l i g h t 2 . Ot h e r H. NE W EX T E R I O R EN V E L O P E PR O D U C T S 1. 2. Page 3 of 4 Updated 10/17 /18 In ad d i t i o n to co m p l e t i n g th e ab o v e li s t of ma n u f a c t u r e r s , pr o d u c t de s c r i p t i o n an d St a t e ap p r o v a l nu m b e r fo r th e pr o d u c t s used on this project, the Co n t r a c t o r sh a l l ma i n t a i n on th e jo b si t e an d av a i l a b l e to th e In s p e c t o r , a le g i b l e co p y o f ea c h ma n u f a c t u r e r ' s pr i n t e d sp e c i f i c a t i o n s and installation in s t r u c t i o n s al o n g wi t h th i s Pr o d u c t Ap p r o v a l Sh e e t . I ce r t i f y th a t th i s pr o d u c t ap p r o v a l li s t is tr u e an d co r r e c t to th e be s t of my kn o w l e d g e . I fu r t h e r ce r t i f y th a t us e o f di f f e r e n t co m p o n e n t s other than the on e s li s t e d in th i s do c u m e n t mu s t be ap p r o v e d by th e Bu i l d i n g Of f i c i a l . *C o n t r a c t o r Na m e (P r i n t Na m e ) : 6A A i 3 A t 2 . A ' " " i b ~ tl ~r r *C o m p a n y Na m e : ':P \ - \ t \ \ \ ~ 'Tu n \t ) f . ' 2 S *M a i l i n g Ad d r e s s : 'o / " t Z. QC . l ; A N B\ VD ~ •c o n t r a c t o r Si g n a t u r e : ~ ~ *C i t y : 4 , jS . *S t a t e : _F _ - _ l _ _ _ _ _ _ *Z i p Co d e : ·3 2. 2 . . . 3 3 *T e l e p h o n e Nu m b e r : 90 L / - 3 4_ < f , . . zc J < j <1 Ce l l Ph o n e Nu m b e r : Fa x Nu m b e r : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 4 of 4 Updated 10/17 /18 RESA20-0022 c ~·./ Building Permit Applicatio~ ~ t~.; __ Jj City of Atlantic Beach Building Department **ALL INFORMATION Updated 10/9/18 ,-,.~111 ,,► J_J 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ~ ~ IS REQUIRED. --Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address : Z2.,3 (p :B AeE (:'aa'\"' 1:?ALE' Permit Number: ___________ _ Legal Description 1./2 -13 DA -ZS -Cf€ Olf:Atv A l"-. 11 /'J T 2.. Lo--r-/3 RE# llcfLlfo3 -os9e Valuation of Work (Replacement Cost)$ I 2-'? oo o Heated/Cooled SF _____ Non-Heated/Cooled ____ _ • Class of Work: □New $Addition □Alteration □Repair □Move □Demo □Poo l □Window/Door • Use of existing/proposed structure(s): □Commercial IR.Residential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will treelsl be removed in association with orooosed oroiect? □Yes /must submit seoarate Tree Removal Permit) &N o Describe in detail the type of work to be performed: (J Af..K..,-,G A t>t>,,-,Q\..) Florida Product Approval# ___________________ for multiple products use product approval form Property Owner Information Name C,Htz.i~ MON ~ City A ·~- E-Mail t-JC.~ON ':>@ '{Al-j()O. Lot'\I\. State C::: \ Address 2-2.3(£ Zip ;32'2..33 Foo-r ~A Phone_9~0_4~-~5'~11'\~--(p~9 _0_t../~---- Owner or Agent (If Agen t , Power of Attorney or Agency Letter Required) ____________________ _ Contractor Information Name of Company ?\\\\\\P~ ~v,\ D'-1'~S Qualifying Agent JSAe-E>~ '.P\:h\\ •p~ Address 95 2 OLEAN 1S\\J D City A • B State I Zip 3"2--Z...33 Office Phone <tot/-3Y9 -Z..0)99 Job Site Con tact Number '704 -7:::SS:-°14 4& State Certification/Registration# CBl-12.5 131 '-/ E-Mail :Pt\,\\ w~ &i, \'\)G'~S ~ CQM(,A6.,.... NG''\ ArchitectName&Phone# Ram,, g::Swt:t •HJII 9'18 @~]3-wi,-'f ~WN -C::,{)(/-70t/-let77 Engineer's Name & Phone# l.,;Qt.{o.§ et#df£:a \ lD ,· •rB b -(,eDEx (;Ptl-t e~ C,c:.LJ -4108 -D5'o 4 • Workers Compensation Insurer _______________ OR Exempt>( Expiration Date _______ _ Application is hereby made to obta in a perm it to do the work and installat ions as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work w ill be performed to meet the standards of all the laws regulating cons tru ction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc . NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies . OWNER'S AFFIDAVIT : I certify that all the foregoing information is accurate and that all work will be done in compl i ance with all applicable laws regulating const ru ct ion and zoning . WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A EV BEFORE R NOTICE OF COMMENCEMENT. / Si~ned and sworn to (or affirmed) before me this J..Q day of ~U\/e,'."') 'bif __ _, Wersonally Kno 9~~~~;:,--. THU"LEY ADOLPH [ ] Produced ldenti '?;~o _ \;~ CommissionlGG155741 Type of ldentificati ~;.-;'·~~:•,:....f ......,Wlim...__......,~.....,.------1t-- ·-,,~{.r,;?-,•·· Bonded Tlru Troy Fain lnSinl!CII -31~711t (Signature o Contractor) ['lPersonally Known o-------- [ ] Produced Identification efore met Type of Identification~---.._..,• ,-....., ~ _..-·ft!\Y.~\i;-.__ TONI GIND LES PERGER ;:b . F. _:;~ MY COMMISSION# GG 353178 '.'/ ·-r:-,q .. ~s:-:· EXPIR ES: October 6 2023 • '•· Qr .-1,_0' 8 I '-6.,'.;~;/ .. ~_nded Thru Notary Public Unde;wrilers ___ _ RESA20-0022 NOTICE OF COMMENCEMENT State of _~(-_/~o~f2~i~D~A _____ _ Tax Folio No. _____________ _ County of Dv ·vA \ To Whom It May Concern : The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENC ENT. Legal Description of property being improved: RE tt I~ · -6 t/Z -i 3 OCE.ANwA, \'--uN.1 T z. I L.l-Tf '-13 Addressofpropertybeingimproved : 223& BA1cef'ocT T?--AC:..E 32233 General description of improvements: -~{}~-:,_A_fZ._A_C::i~IZ-~P,_'D_b ~lT~·-, O_~--------------------- Owner: CH/'.'.-\~ M N5 Address : 2-2. 3(p &-t/2-t: F061 Tf2ACIE 3 'Z2. 33 Owner's interest in site of the improvement: -~1'.J~f.~vv __ ~J<_-G_-~N~O~V~A~""t"~i~o~N~------------------ Fee Simple Titleholder (if other than owner): ______________________________ _ Name:----------------------------------------- Contractor: p1.r1 l \'[ 1? $ Bn'l \'i)~ f s Addres s: CfCJ2 0L€A tv BI\) b Telephone No .: CfOL{ -34'1 -z.qqq Fa x No : ____________ _ Surety (if any) ________________ ~------------------------- Address: _______________________ Amount of Bond$ _________ _ Telephone No: __________ _ Fax No: ------------- Name and add ress of any pe rs on making a loan for the con stru ction of the improvements Name:--------------------------------------- Addres s: ---------------------------------------- Phone No : -------------Fax No : ____________ _ Name o f person within the State of Florida, other than himself, designated by own er upon whom notices or other documents may be served : Name:---------------------------------------- Addre ss: -------------------------------------- Telephone No: __________ _ Fa x No : ____________ _ In addition to himself, own er d esig nates the following person to receive a copy of the Li enor's Notice as provid ed in Section 713 .06(2) (b), Florida Statues. (Fi ll in at Own er's option) Name:----------------------------------------- Address: ---------------------------------------- Telephone No: __________ _ Fa x No : ____________ _ Expiration date of Notice of Commencement (th e expiration date is one (1) year from the date of recording unless a different date is specified):------------------------------------------ THIS SPACE FOR RECORDER'S USE ONLY Doc# 2020264551 , OR BK 19470 Page 721 , Number Pages : 1 Recorded 12/0112020 10:09 AM , RONNIE FUSSELL CLERK C IRCUIT COURT DUVAL COUNTY RECORDING $10.00 OWNER Signed: c...------Date: \\b c/?-.o Before ~~ __ day of-+;:,...;,,~::....:::::..,.,_::L'--'---in the County of Duv al, State Of Florid a, has pe rs onally appeared V'v\:o~ Notary Public at Large, State of Florfda, Count o Duval. url · ~l,O h My commi ss ion ex Personally Known : A~-1~~~'j.Ji.~.L_Ljl,J~JltlP.DBlffl.:rn~ll.rtt... or Produced ld ent ifi ca f :' ,., ~~ <>--i___.,,, ~~{ •1..f Elpq1 Februi,y 19, 2022 --/ ·-.~~~?~··· 8trllld'llwlaTrtyFainlftw.-Ml-5701t DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00-THERMAL INSULATION REPORT HOLDER: ICYNENE, INC. EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC ULTRA, CLASSIC ULTRA SELECT AND CLASSIC PLUS ICC ICC ~ ICC~ @~MG~ISTED g ~ • "201 4 Recipient of Prestigious Western States Seismic Policy Council (WSSPC} Award in Excellence " !-J.lRNA,tOM~ A Subs i diary of cooE cov~c1r I CC-ES Eva luation Reports are not to be co nstrued as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a rec ommenda tion fo r its use. There is no warranty by I CC Evalu ation Service, LL C, express or im p lied, as to any fi nding or o th er matter in this report, or as to any product covered by the report. Copyright © 2019 ICC Evaluat ion Service, LLC. All ri ghts r eserved . ISO·lfC 17065 PtOOocl Cerl f1ca!Jon Dody :/1000 EVALUATION [g lCC SERVICE • •---,._ i;;;,.;;..,;; Most Widely Accepted and Trusted I L.:J--.uiooviN ICC-ES Evaluation Report www.icc-es.org I (800) 423-6587 I (562) 699-0543 DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION Section: 07 21 00-Thermal Insulation REPORT HOLDER: ICYNENE, INC. EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC ULTRA, CLASSIC ULTRA SELECT AND CLASSIC PLUS 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 20 15 , 2012 and 2009 International Building Code® (IBC) ■ 2015 , 2012 and 2009 In ternationa l Residential Code® (IRC) ■ 2015, 2012 and 2009 International Energy Conservation Code® (IECC) ■ 2013 Abu Dhabi International Building Code (ADIBC/ t The ADIBC is based on the 2009 IBC . 2009 IB C code sections re ferenced in th is report are the same sections in the ADIBC . Properties evaluated: ■ Surface burning characteristics ■ Physical properties ■ Thermal performance (R-values) ■ Att ic and crawl space installation ■ Fire-resistance-rated construction ■ Air permeability ■ Exterior walls of Types I-IV construction 1.2 Evaluation to the following green standard: 2008 ICC 700 Na tiona l Green Building Standard™ (ICC 700-2008) Attributes verified: See Section 2.0. 2.0 USES l cynene Classic , Class ic Ultra , Class ic Ultra Select (replaces Classic Max and Class ic Max Select, respectively) and Classic Plus are used to provide thermal ESR-1826 Reissued February 2019 This report is subject to renewal February 2020. A Subsidiary of the International Code Council ® insulation in buildings and to seal areas such as plumbing and conduit penetrations against ai r infiltration . The insulations are for use in wall cavities and floor assemblies; and in attic and crawl space installations as described in Section 4.4. The Classic , Classic Ultra and Classic Ultra Select insulations are for use in Type V construction under the IBC and dwell ings under the IRC ; fire-resistance-rated construction when installed in accordance with Section 4.5; and in Types I through IV construction when installed in accordance with Section 4.6. The Classic Plus insulation is for use in nonfire- resistance-rated construction under the IBC and IRC and in Types I through IV construction when installed in accordance w it h Section 4.6. The attributes of the insulations have been ve ri fied as conforming to the provisions of ICC 700-2008 Section 703 .2 .1.1.1 (c) as an air impermeable insulation . Note that decisions on compliance for those areas rest with the user of this rep ort. The user is advised of the project-spec ific prov isions that may be contingent upon meeting specific conditions , and the verification of those conditions is outside the scope of this report . These codes or standards often provide supplemental information as gu idance. 3.0 DESCRIPTION 3.1 General: 3.1.1 Classic, Classic Ultra and Classic Ultra Select: lcynene Classic , Classic Ultra and Classic Ultra Select are low-density, open-cell , polyurethane foam plastic insulations and air barrier systems that are 100 perce nt water-blown with an installed nominal density of 0 .5 pct (8 kgim3). The insulations are two-component , spray- appl ied products. The two components of the insulation are po lymeric isocyanate (A-Component, also kn own as Base Seal ®) and proprietary resin (B-Component, Classic , Classic Ultra or Classic Ultra Select Resin). When stored at temperatures between 50 °F (10 °C) and 100 °F (38 °C), the components have a she lf life of six months. 3.1.2 Classic Plus: The lcynene Class ic Plus foam plastic insulation is two-component , low density, open cell , spray-applied , foam plastic with a nominal density of 0.7 pct (11 kg /m 3 ). The polyurethane foam is produced by combining a polymeric isocyanate (A component) and proprietary resin , Class ic Plus (B component). When stored at temperatures between 50 °F (10 °C) and 100 °F (38 °C), the components have a shelf life of twelve months. ICC-ES Evaluation Reports are no t to be construed as representing a esth etics or any oth er attributes not specijically addressed, nor are th ey to be cons tn,ed as an endorsemem of the s ubj eel of th e report or a recommendation for its use. Th ere is uo warranty by ICC Evaluation Sen1ice, LLC, e.xpreu or implied, as to any finding or o th er matter in this report, or as to any product co..,·ered hy the report . Copyrigh t © 2019 ICC Evaluati on Service, LLC. All ri ghts rese rved. Page 1 of 7 ESR-1826 I Most Widely Accepted and Trusted 3.2 Surface Burning Characteristics: 3.2 .1 Classic, Classic Ultra and Classic Ultra Select: When tested in accordance with ASTM E84/UL 723 , at a thickness of 6 inches ( 152 mm) and a nominal density of 0.5 pcf (8 kg/m 3 ), lcynene Classic , Classic Ultra and , Classic Ultra Select have a flame spread index of 25 or less and a smoke-developed index of 450 or less. There is no thickness lim it when installed behind a code-prescribed 15-minute thermal barrier, except as noted in Section 4.3.1.2 and Table 2. 3.2 .2 Classic Plus: When tested in accordance with ASTM E84/UL 723 , at a th ickness of 4 inches (152 mm) and a nominal density of 0.7 pcf (11 kg/m 3 ), lcynene Classic Plus has a flame spread index of 25 or less and a smoke-developed index of 450 or less . There is no th ickness lim it when installed behind a code-prescribed 15-minute the rmal barrier, except as noted in Section 4.3.1.2 and Table 2. 3.3 Thermal Resistance: l cynene Classic , Classic Ultra, Classic Ultra Select and Classic Plus have thermal resis tance (R-values) at a mean temperature of 75 °F (24°C) as shown in Table 1. 3.4 Air Permeability: lcynene spray-applied foam plastic insulations are considered air-impermeable insulation in acco rdance with 2015 IBC Section 1203.3 and 2015 and 2012 IRC Sections R202 and R806.5 (2009 IRC Secti ons R202 and R806.4), at the following thicknesses : ■ Classic, Classic Ultra and Classic Ultra Select: Minimum, 3 inches (76 mm) based on testing in accordance with ASTM E2178 . ■ Classic Plus: Min imum , 2 inches (5 1 mm) based on testing in accordance with ASTM E2178. 3.5 lntumescent Coatings: 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent coating is a latex-based coating supplied in 1-gallon (4L) and 5-gallon (19L) pails and 55-gallon (208 L) drums. The coating material has a shelf life of 12 months when stored in factory-sealed conta iners at temperatures between 40°F (4.4 °C) and 90 °F (32.2 °C). 3.5.2 DC 315 Coating: DC 315 coating (ESR-37 02 ), manufactured by International Fireproof Technology , International Inc . I Pa int To Protect Inc ., is a water-based intumescent coating supplied in 5-gallon (19L) pails and 55-gallon (208L) drums. The coating material has a shelf l ife of 12 months when stored in factory-sealed containers at temperatures between 50°F (10°C) and 80°F (27°C). 3.5.3 Fireshell ® F10E Coating: Fireshell ® F10E coating, manufactured by TPR2 Corporation (ESR-3997), is a water-based intumescent coating supplied in 5-gallon (19 L) pails and 55-gallon (208L) drums. The coating material has a shelf li fe of 12 months when stored in factory-sealed containers at temperatures between 45°F (7.2°C) and 95°F (35°C). 4.0 INSTALLATION 4.1 General: The manufacturer's published installation instructions and this report must be strictly adhered to and a copy of these instructions and this evaluation report must be available on the jobsite at all t imes during installation . 4 .2 Application : 4.2.1 General: lcynene Classic, Classic Ultra , Classic Ultra Select and Classic Plus foam plastic insulations must Page 2 of 7 be applied on the jobsite using two-component , 1-to-1 ratio, spray equipment specified by lcynene , Inc. The foam plastic must not be sprayed onto a substrate that is wet, or covered with frost or ice, loose scales, rust, oil or grease . The foam plastic insulation must not be used in electrical outlet or junction boxes or in contact w ith rain or water, and must be protected from the weather during and after application . Where the insulation is used as air- i mpermeable insulation , such as in unvented attic spaces regulated by 2015 IBC Section 1203.3 or IRC Section R806 , the insulation must be installed at a minimum thicknesses noted in Section 3.4 . The insulation can be installed in one pass to the maximum thickness. Where multiple passes are required , the cure time between passes is negligible . 4.2 .2 Classic, Classic Ultra and Classic Ultra Select: The insulation must be used in areas where the maximum service temperature is no greater than 180 °F (82 °C). The insulation must be applied when the temperature is at or above 14 °F (-10 °C) and be protected from the weather during and after application. 4.2 .3 Classic Plus: The insulation may be used in areas where the maximum service temperature is no greater than 180 °F (82 °C). The insulation must be applied when the temperature is at or above 14 °F (-10 °C) and be protected from the weather during and after application. 4.3 Thermal Barrier: 4.3 .1 Classic, Classic Ultra, Classic Ultra Select and Classic Plus: 4.3.1.1 Application with a Prescriptive Thermal Barrier: lcynene Classic , Classic Ultra , Class ic Ultra Select and Classic Plus foam plastic insulations must be separated from the interior of the building by an approved thermal barrier, such as 1/2-inch (12 .7 mm) gypsum wallboard installed using mechanical fasteners in accordance with the applicable code , or an equivalent 15-minute thermal barrie r complying with the applicable code. When installation is within an attic or crawl space as described in Section 4.4 , a thermal barrier is not required between the foam plastic and the attic or crawl space, but is required between the foam plastic insulation and the interior of the building . There is no thickness limit when installed behind · a code-prescribed 15-minute thermal barrier, except as noted in Section 4.3.1.2 and Table 2. 4.3 .1.2 Application without a Prescriptive Thermal Barrier or Ignition Barrier: The prescriptive 15-minute thermal barrier or ign ition barrier may be omitted when installation is in accordance with the following requirements : 4.3.1.2.1 The insulation must be covered on all surfaces with a fire protective coating at the mi nimum thickness set forth in Table 2. 4.3.1.2.2 The maximum installed thickness of the insulation must not exceed the thicknesses set forth in Table 2. 4 .3 .1.2 .3 The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report . 4.4 Attics and Crawl Spaces: 4.4.1 Classic, Classic Ultra and Classic Ultra Select: 4.4.1 .1 Application with a Prescriptive Ignition Barrier: When lcynene Classic , Classic Ultra and Classic Ultra Select foam plastic insulations are installed with in attics where entry is made only for service of utilities, an ignition ESR-1826 I Most Widely Accepted and Trusted barrier must be installed in accordance with IBC Section 2603.4.1 .6 and IRC Sections R316.5.3 and R316 .5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is not exposed . The Classic , Classic Ultra or Classic Ultra Select insulation may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 3 inches (76 mm) in accordance with 2015 IBC Section 1203.3 or 2015 and 2012 IRC Section R806 .5 (2009 IRC Section R806.4), as applicable . 4.4.1.2 Application without a Prescriptive Ignition Barrier: Where lcynene Classic , Class ic Ultra and Classic Ultra Select foam plastic in sulations are installed in an attic or crawl space without a prescriptive ignition barrier , in accordance with Sections 4.4 .1 .2 .1, 4.4.1.2 .2 , 4.4.1 .2.3 and 4 .4.1.2.4, the following conditions apply: 1. Entry to the attic or crawl space is only for service of utilities and no storage is permitted. 2. There are no interconnected attic, crawl space or basement areas . 3. Air in the attic or crawl space is not circulated to other parts of the building . 4. Combustion air is provided in accordance with IMC Section 701. 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented attics in accordance with 2015 IBC Section 1203.3 or 2015 and 2012 IRC Section R806 .5 (2009 IRC Section R806 .4), as applicable . 6. Under-floor (crawl space) ventilation is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC Section R408.1 , as applicable. 4.4.1.2.1 Attics-Classic, Classic Ultra and Classic Ultra Select: In attics, lcynene Classic, Classic Ultra and Class ic Ultra Select foam plastic insulations may be spray- applied to the underside of the roof sheathing and/or rafters , as described in this section . The thickness of the foam plastic applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The thickness of the spray foam insulation appl ied to vertical wall surfaces must not exceed 5.5 inches (140 mm). The insulation must be covered on all surfaces with one of the coatings described in Section 3.5. The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coati ng is applied in one coat with low- pressure a irl ess spray equipment. The coating must be applied to a thickness as follows: ■ No Burn Plus XO at a minimum thickness of 6 wet mils (0.15 mm) (4 dry mils (0.1 mm) dry film thickness], applied at a rate of 0.4 gallon (1.5 L) per 100 square feet (9.2 m2 ). ■ DC 315 at a minimum thickness of 4 wet mils (0.1 mm) (3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per 100 square feet (9.2 m2 ). The coatings must be applied when ambient and substrate temperature is at least 60 °F (16 °C) and no more than 95 °F (35°C). All other surfaces (including glass) must be protected against damage from the coating. The insulation may be installed in unvented attics when the Page 3 of 7 foam plastic is applied at a minimum thickness of 3.5 inches (89 mm) as described in this section in accordance with 2015 IBC Section 1203.3, 2015 and 2012 IRC Section R806.5 or 2009 IRC Section R806.4 , as applicable. 4.4.1.2.2 Attics-Classic Ultra and Classic Ultra Select: When Classic Ultra or Class ic Ultra Select is applied in unvented attics conforming to 2015 IBC Section 1203.3 and 2015 and 2012 IRC Section R806.5 or 2009 IRC Section R806.4, the insulation may be applied to the underside of roof sheathing and/or rafters to a minimum thi ckness of 31'2 inches (90 mm) and may be applied to vert ical wall surfaces to a minimum thickness of 3 '2 inches (90 mm). Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 20 inches (508 mm). The insulation may be left exposed to the attic without a prescriptive ignition barrier or an intumescent coating. The attic must have attic access complying with IRC Section R807 , horizontally placed in the floor, and opening outward toward the living space. Items penetrating the roof deck or walls , such as skylight wells and vents, must be covered with a minimum of 31/2 inches (90 mm) of the Classic Ultra or Classic Ultra Select insulation . 4.4.1.2.3 Crawl Spaces: In crawl spaces , lcynene Classic , Classic Ultra or Classic Ultra Select insulations may be spray-applied to vertical walls and the underside of floors , as described in this section. The thickness of the foam plastic applied to the underside of the floors must not exceed 14 inches (356 mm). The th ickness of the spray foam plastic in sulation applied to vertical wall surfaces must not exceed 3 1/2 inches (88.9 mm). The foam plasti c does not require an ignition barrier or a coat ing . 4.4.1.2.4 Use on Attic Floors: When used on attic floors, lcynene Classic , Class ic Ultra or Classic Ultra Select foam plastic in sulations may be installed at a maximum thickness of 11 1/2 inches (292 mm) between joists in attic floors. The insulation must be separated from the interior of the building by an approved thermal barrier. The coatings specified in Section 4 .4.1.2 .1 and the ignition barrier in accordance with IBC Section 2603.4 .1.6 and IRC Section R316.5.3, may be omitted. 4.4.2 Classic Plus: 4.4.2 .1 Application with a Prescriptive Ignition Barrier: When lcynene Classic Plus is installed up to a maximum thickness of 4 inches (102 mm) within attics or crawl spaces where entry is made only for service of utilities , an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 and IRC Sections R316.5 .3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is not exposed. lcynene Classic Plus may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) in accordance with 2015 IBC Section 1203 .3, 2015 and 2012 IRC Section R806.5 or 2009 IRC Section R806.4 , as appl icable. 4.4.2.2 Application without a Prescriptive Ignition Barrier: Where lcynene Classic Plus insulation is installed in accordance with Sections 4.4.3.2.1, 4.4 .3.2 .2 , and 4.4.3.2.3 , the following conditions apply: 1. Entry to the attic or crawl space is to service utilities , and no storage is permitted. 2 . There are no interconnected attic or crawl space areas. ESR-1826 I Most Widely Accepted and Trusted 3. Air in the attic or c rawl space is not circulated to other parts of the building . 4. Combustion air is prov ided in accordance with IMC Section 701. 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806 , except when air-impermeable insulation is permitted in unvented attics in accordance with 2015 IBC Secti on 1203 .3 or 2015 and 2012 IRC Section R806 .5 or 2009 IRC Section R806.4, as applicable. 6. Under-floor (crawl space) ventilat ion is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC Section R408.1 , as applicable . 4.4.2.2.1 Attics: In attics, lcynene Classic Plus insulation may be spray-applied to the underside of the roof sheathing and/or rafters, the underside of wood floors , and vertical surfaces, as described in this section. The thickness of the foam plastic applied to the unders ide of the top of the space must not exceed 14 inches (356 mm). The thickness of the spray foam plastic insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The foam plastic insulation must be covered on all exposed surfaces with DC315 intumescent coating at a minimum thickness of 4 wet mils (0 .1 mm) (3 dry mils (0.0 8 mm)], applied at a rate of 0.25 gallon (0.95 L) per 100 square feet (9 .2 m2 ). The coating must be applied over the lcynene Classic Plus insulation in accordance with the coa ting manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating . The coating is applied in one coat with low-pressure airless spray equ ipment. The coating must be applied when ambient and substrate temperature is at least 60 °F (16 °C) and no more than 95 °F (35 °C). All other surfaces (including glass) must be protected against damage from the coating . lcynene Classic Plus insulation may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) as described in this section , in accordance with 2015 IBC Section 1203.3 , 2015 and 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable . 4.4.2.2 .2 Crawl Spaces: In crawl spaces, lcynene Classic Plus insulation may be spray-applied to vertical walls and the underside of floors , as described in th is section . The thickness of the foam plastic applied to the underside of the floors must not exceed 14 inches (356 mm). The thickness of the spray foam plastic insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The insulation must be covered with DC-315 coating as described in Section 4 .4 .2 .2 .1. 4.4.2.2.3 Use on Attic Floors : lcynene Classic Plus insulation may be installed at a maximum th ickness of 13 inches (330 mm) between joists in attic floors . The insulation must be separated from the interior of the building by an approved thermal barrier. The insulation does not require an ignition barrier or a coat ing. 4.5 One-hour Fire-resistance-rated Assemblies: 4.5.1 Classic, Classic Ultra and Classic Ultra Select: 4.5.1.1 Assembly 1 (Limited Load -bearing Wood Stud Wall): Minimum nominally 2-by-4 (1 1/2 by 31h inches (38 mm by 89 mm)] southern pine (G = 0.55), No . 2 grade studs spaced 16 inches (406 mm) on center with a base layer of 1/2-inch-thick (12.7 mm) wood fiber sound board Page 4 of 7 installed horizontally on each face with vertical joints located over the studs , attached with 6d box nails, 2 inches (51 mm) long and spaced 24 inches (610 mm) on center along the studs , and a second layer of 5/s -inch-thick (15 .9 mm) Type X gypsum wallboard installed vertically on each face , attached w ith 8d box na ils , 2 1/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs. The stud cavity contains lcynene Classic , Classic Ultra or Classic Ultra Select insulation nominally 2 inches (51 mm) thick. Axial loads applied to the wall assembly must be limited to the least of the following : ■ 1,805 pounds (8029 N) per stud. ■ Design stress of 0.78 Pc. ■ Design stress of 0.78 F'c at a maximum lefd of 33 . 4.5 .1.2 Assembly 2 (Limited Load-bearing Wood Stud Wall): Minimum nominally 2-by-4 [1 1/2 by 31/2 inches (38 mm by 89 mm)] southern pine (G = 0.55), No . 2 grade studs spaced 16 inches ( 406 mm) on center with two layers of 1/r inch-thick (12.7 mm) Type X gypsum wallboard installed vertically with joints staggered on each face , attached with 8d box nails, 2 1/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs for the face layer and 6d cement coated box nails, 2 inches (51 mm) long and spaced 24 inches (610 mm) on center along the studs. The stud cavity contains lcynene Classic , Classic Ultra or Classic Ultra Select insulation nominally 2 inches (51 mm) thick . Axial loads applied to the wall assembly must be limited to the least of the foll owing: ■ 1,805 pounds (8029 N) per stud. ■ Des ign stress of 0 .78 F'c. ■ Design stress of 0.78 F'c at a maximum lefd of 33 . 4.5.1.3 Assembl¥, 3 (Floor/Ceiling): Minimum nom inally 2-by-10 (1 1/2 by 9 /4 inches (38 mm by 235 mm)] Douglas fir, No . 2 grade wood joists spaced 24 inches (610 mm) on center , with min i mum 1-by-3 [3/4 by 2 1/2 inches (19 .1 by 64 mm)] spruce bridging at mid-span . Floor decking must be minimum 1/2-inch-thick (12.7 mm) exterior grade plywood installed perpendicular to joists and fastened w ith 2-inch-long (51 mm) ring shank na ils 6 inches (152 mm) on center at the joints and 12 inches (305 mm) on center at the intermed iate joists. Plywood joints must occur over joists. lcynene Classic, Classic Ultra or Classic Ultra Select insulation must be applied to the underside of the plywood deck between the joists to a depth of 5 inches (127 mm). Two layers of minimum %-inch-thick (15.9 mm), Type X gypsum wallboard must be attached perpendicular to the joists on the ceiling side of the assembly . The first layer must be attached with 11/4-inch-long (32 mm), Type W drywall screws , spa ced 24 inches (610 mm) on center. The second layer must be applied perpendicular to the joists , offset 24 inches (610 mm) from the base layer. The second layer must be attached with 2-inch-long (51 mm), Type S drywall screws spaced 12 i nches (305 mm) on center. Additional fasteners must be installed along the butt joints of the second layer, securing the two layers together. These fasteners must be 11/r inch-long (38 mm), Type G drywall screws placed 2 inches (51 mm) back from each end of the butt joint and spaced 12 inches (305 mm) on center. The wallboard joints on the exposed side must be treated with paper tape embedded in joint compound and topped with an added coat of compound , and the fastener heads must be coated with joint compound in accordance with ASTM C840 or GA-216. ESR-1826 I Most Widely Accepted and Trusted 4.5.1.4 Assembly 4 (Non-loadbearing Steel Stud Wall): Nom inally 6-inch -deep (152.4 mm), No . 18 gage , galvanized steel studs spaced 16 inches (406.4 mm) on center , are friction-fit into No. 18 gage galvanized steel floor and ceiling track with a layer of 5/a-inch-thick (15.9 mm),Type X gypsum board applied to the interior side with the long edge parallel to steel studs and secured using No. 6 , 11/4-inch-long (31.7 mm), self-drilling drywall sc rews spaced 8 inches (203 mm) on center around the perimeter and 12 inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or casein , dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic , or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. The stud cavity is filled with lcynene Classic , Classic Ultra or Classic Ultra Select insulation up to 6 inches (152 mm) thick. DensGlass® Exterior Sheathing , 1/2 inch (12.7 mm) thick, is installed parallel to steel studs with vertical joints offset a minimum of 16 inches (406 mm) from the vertical joints of the gypsum board and the horizontal joints offset a minimum of 24 inches (610 mm) from the horizontal joints of the ~ypsum board. The sheath ing is attached using No. 6 , 1 /4-inch-long (31.7 mm), self-drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and in the field. Hohmann & Barnard DW-10 brick ties , 6 inches (152 mm) long by 11/2-inches (38 mm) w ide , are spaced 16 inches (406.4 mm) on center vertically on each steel stud, and secured , using two 15/a-inch-long (41 .3 mm) self-drilling screws , through 4-inch (102 mm) red clay brick [3 1/2 inches (88 .9 mm) by 2 1/4 inches (57.1 mm) by 73/4 inches (197 mm)] laid in a running bond pattern with Type S mortar, leaving a nominally 1-inch (25.4 mm) air gap between the brick and the exterior sheathing . Optional: It is permitted to add code-complying , expanded polystyrene (EPS), extruded polystyrene (XPS), foil-faced , rigid polyurethane board stock or polyurethane spray foam on the exterior of the wall (between the DensGlass® sheathed wall and the brick), while mainta ining the 1-inch (25.4 mm) air space. The length of the brick ties must be increased to account for the thickness of the insulation. 4.6 Exterior Walls in Type I, II, Ill and IV Construction : 4.6.1 General : When used on exterior walls of Types I, II , Ill or IV construction , the assembly must comply with IBC Section 2603 .5 and this section , and the Classic , Classic Ultra and Classic Ultra Select insulations must be installed at a maximum thickness described in Table 3. The potential heat of lcynene insulations tested in accordance with NFPA 259 is as follows : ■ Classic, Classic Ultra and Classic Ultra Select: 494 Btu/ft2 (5.6 MJ/m 2) per inch of thickness 4.6.2 Specific Wall Assemblies: Wall assemblies complying with Section 4.6 must be as described in Table 3 . 5.0 CONDITIONS OF USE The lcynene Classic , Classic Ultra , Class ic Ultra Select and Classic Plus spray-applied polyurethane foam plastic insulations described in this report comply with , or are su itable alternatives to what is specified in , those codes listed in Section 1.0 of this report , subject to the following co nditions: 5.1 This evaluation report and the manufactu rer's published installation instructions , when required by the code official, must be submitted at the time of permit application. Page 5 of 7 5.2 The insulation must be installed in accordance with the manufacturer's publ ished installation instructions , this evaluation report and the applicable code . If there is a conflict between the installation instructions and this report , this report governs . 5.3 The insulation must be separated from the interior of the building by an approved 15-minute thermal barrier, except as noted in this report. 5.4 Since the performance of Classic Ultra and Classic Ultra Select, when installed in unvented attics without a code-prescribed igni ti on barrier or an intumescent coating , is based on fire performance of an unvented att ic , the installation must be approved by the code official as conforming with the provisions of Section 4.4 .1.2.2 and Conditions 1 to 5 of Section 4.4 .1.2. 5.5 When Classic Ultra and Classic Ultra Select insulation is installed under Section 4.4.1.2 .2 of this report , a certificate must be placed in the attic stating that the foam plastic insulation has been installed in accordance with Conditions 1 through 5 of Section 4.4.1 .2 and the terms of Section 4.4 .1.2.2 of ESR-1826 ; any alterations to the att ic or insulation must be consistent with those requirements. 5.6 The insulation must not exceed the thicknesses and densities noted in this report. 5.7 The insulation must be protected from the weather during and after application. 5.8 The insulation must be applied by licensed dealers and installers certified by lcynene, Inc. 5.9 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance w ith IRC Section R318.4 or IBC Section 2603 .8, as applicable. 5.10 Jobsite certification and labeling of the insulation must comply with 2015 IRC Sections N1101 .10.1 and N1101.10.1.1 (2012 IRC Sections N1 10 1.12.1 and N1101.12 .1.1 or 2009 IRC Sections N1101.4 and N1101.4.1) and 2015 and 2012 IECC Sections C303 .1.1 , C303.1 .1.1 , R303.1 .1 and R303.1.1 .1 (2009 IECC Sections 303.1 .1 and 303.1 .1.1 ), as applicable. 5.11 A vapor retarder must be installed in accordance with the applicable code . 5.12 lcynene Classic , Classic Ultra , Classic Ultra Select and Classic Plus foam plastic insulations are manufactured in Mississauga , Ontario , Canada , under a quality control program w ith inspections by ICC-ES . 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation (AC377), dated April 2016 . 6 .2 Reports of tests in accordance with AC377 Appendix X [Classic , Classic Ultra and Classic Ultra Select (Section 4.4.1 .2.1) and Classic Plus (Sections 4.4.3.2 .1 and 4 .4.3 .2.3)) and Appendix C [Classic , Classic Ultra and Classic Ultra Select (Section 4.4 .1.2 .3)]. 6.3 Test report on air leakage rate in accordance with ASTM E2178 (Classic, Classic Ultra and Classic Ultra Select and Classic Plus). 6 .4 Reports of room corner fi re testing in accordance with NFPA 286 (Classic , Classic Ultra , Classic Ultra Select and Classic Plus). ESR-1826 I Most Widely Accepted and Trusted 6.5 Test reports in accordance with ASTM E119 (Classic , Class ic Ultra and Class ic Ultra Select). 6.6 Test report in accordance with NFPA 285 , and related engineering analysis (Classic , Classic Ultra and Classic Ultra Select). 6.7 Reports of tests in accordance with NFPA 259 (Classic, Classic Ultra and Classic Ultra Select). 6.8 Reports of fire tests in accordance with ASTM E970 (Classic, Classic Ultra , Classic Ultra Se lect and Classic Plus). 6.9 For Classic Ultra and Classic Ultra Select, an engineering evaluation, in cluding full-scale fire testing, small-scale testing and fire model ing (Section 4.4.1.2.2). 7.0 IDENTIFICATION 7.1 All packages and containers of Classic , Classic Ultra , Classic Ultra Select and Classic Plus insulations must be labeled with the lcynene, Inc., name and address ; the product name ; component designation (A or B); the flame spread index and the smoke-developed index; the expiration date ; the name of the inspection body (ICC-ES); and the evaluation report number (ESR-1826). Page 6 of 7 No Bum Plus XP lntumescent coating described in Section 3.5 .1 is identified with the manufacture r's name and address, the product trade name and use instructions. The International Fireproof Techno logy , Inc. / Paint To Protect Inc. DC 315 coating described in Section 3.5.2 is identified with the manufacturer's name and address, the product trade name, date of manufacture , shelf life or expiration date, the manufacturer's appl ication instructions and the evaluation report number (ESR-370 2 ). Fireshell F10E coating is labeled wit h the manufacturer's name and address; the product name; the date of manufacture; the shelf life or expiration date ; the manufacturer's instructions for application; and the evaluation report number (ESR-399 7). 7.2 The report holder's contact information is as follows : ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA (905) 363-4040 www.icynene .com TABLE 1-THERMAL RESISTANCE (R-VALUES) R-VALUE (°F·ft2·h/Btu) THICKNESS Classic, Classic Ultra and Classic Plus (inches) Classic Ultra Select 1 3.7 4.0 2 7.4 8.0 3 11 12 3.5 13 14 4 14 16 5 18 20 5.5 20 22 6 22 24 7 25 28 7.5 27 30 8 29 32 9 32 36 9 .5 34 38 10 36 40 11.5 41 42 13.5 -54 14 50 56 Fo r SI: 1 inch= 25.4 mm , 1°F-ft2 -h/Btu = 0.176110°K-m 2NV . 1R-values are calculated based on tested Kvalues at 1-and 3.5-inch th ick nesses. 2R-va lues greater than 10 are rounded to the nearest whol e number. ESR-1826 I Most Widely Accepted and Trusted Page 7 of 7 TABLE 2-USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER1 MAXIMUM MAXIMUM FIRE-PROTECTIVE COATING MINIMUM THEORETICAL INSULATION TYPE THICKNESS (in.) THICKNESS (In.) MINIMUM THICKNESS & APPLICATION TESTS (Walls & Vertical (Ceilings, Underside of Roof TYPE (Applied to all Foam RATE OF FIRE-SUBMITTED Surfaces) Sheathing/Rafters & Floors) Surfaces)' PROTECTIVE COATING 3 6 14 OC315 1.25 gal / 100 ft 2 NFPA 286 CLASSIC, CLASSIC 20 mils WFT / 13 mils OFT ULTRA AND CLASSIC ULTRA 7 1/2 11 1/2 Fireshell F1 OE 1.31 gal/ 100 ft 2 SELECT 21 mils WFT / 14 mils OFT NFPA286 CLASSIC PLUS 61/2 11 1/2 OC315 1.25 gal/ 100 ft 2 NFPA286 20 mils WFT / 13 mils OFT For SI: 1 inch= 25.4 mm ; 1 mil= 0.0254 mm; 1 gallon= 3.38 L; 1 tt2 = 0.093 m2; NA= not applicable. 1See Section 4.3.1.2. 2See Sections 3.5 .2 and 3.5.3 . 3 As reported in the manufacturer's appl icatio n instructions. Actual application rate, based on specific project conditions, must be in accordance wit h the manufacturer's application instructions . TABLE 3-NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System -1-Concrete wall. Use either 1, 2 or 3 2-Concrete masonry wall. 3-Minimum 3%-inch-deep (92 mm}, No. 20 gage, C-s haped steel studs , spaced a maximum of 24 inches on center with lateral bracing every 4 feet (1219 mm) as required by code . Sheathing shall be a described in Exterior Sheathing below. Floorline Firestopping Minimum 4 pcf mineral wool in each stud cavity at each floorline, attached with Z-clips. Thickness must match stud cavity depth. Cavity Insulation -1-None. Use either 1, 2 , 3, 4 or 5 2-Partial cavity fill with a maximum air space of 2 inches (51 mm) or full cavity depth not exceeding 7% inches (194 mm) of Classic, Classic Plus, Classic Ultra or Class ic Ultra Select (ESR-1826); MD-R-210 (ESR-3493); MO-C-200 (ESR-3199); or Proseal (ESR-3500). 3-Any insu lation qualified as noncombustible in accordance with ASTM E136. 4-Glass fiber batt insulation•. 5-Mineral fiber insulati on •. a. Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2 (2009 IBC Section 719 .2). Exterior Sheathing -Only for Base Wall 1-Minimum 1/,inch-thick (12.7 mm),), glass mat gypsum sheathing complying with ASTM C1 177. System No.3 -2 -Sheathing shall be attached with No. 6, 111.-in ch-long (32 mm)self-tapping screws located Use either 1 or 2 8 inches (203 mm) on center along the perimeter and 12 inches 302 mm) on center in the field of wallboard. Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Exterior Insulation Maximum thickness of 5 1/2 inc hes (140 mm) of Proseal Eco (MD-R-210) (ESR-3493) or Prosea l (ESR-3500). Exterior Wall Covering -1 -Brick -standard nominally 4-inch-thick (102 mm) clay brick ; brick veneer anchors -standard Use either 1, 2, 3, 4, 5, 6 or 7 types installed a maximum of 24 in ches OC vertically on each studb. 2-Stucco -minimum 3/4-inch-thick (19.1 mm), exterior cement plaster and lath with a secondary water-resistive barrier may be installed between the exterior insulation and the lath. 3-Natural stone (limestone, granite, marble, sandstone), minimum 2-inch-thick (51 mm)°. 4-Cast artificial stone , minimum 11/,inch-thick (38 mm), complying with AC51 and subject of a current ICC-ES evaluation reportc. 5-Terracotta cladding, minimum of 111.-inch-thick (32 mm)°. 6-Precast concrete panels, minimum of 1 1/,-inch-thick (32 mm)°. 7-Concrete masonry un its (CMU), minimum of 11/,-inch-thick (38 mm)°. bThe maximum air gap between exterior insulation and cladding shall be 2 inches (51 mm). c.Any standard non-open-jointed installation technique such as ship-lap , etc., may be used. MANNING ---------8 U IL DING ---------SUPPLIES PGT WINDOWS -M.B.S. JACKSONVILLE ShipTo: MANNING BUILDING SUPPLIES Account#: A00543 10900 PHILIPS HIGHWAY JACKSONVILLE , FL 32256-1551 Phone# Fax# (904) 262-5267 005593-8 Line# 0001 (1.00) Item Description PW5440 PW5440 VINYL PICTURE WINDOW Quantity Ordered: 1.00 Last Modified Date: 11/20/2020 14 :50 :06 PO#: Job Name:PHILLIPS BAREFOOT TRACE Job Address: Quote # 6463286 Ship Date : Sales Person:Lee Gautney Customer Manning Building Supplies*2021 Account# , FL Phone# Fax# Line Pricing Sell Price $228 .80 Ext Price $228.80 Configuration: 23.5X23.5,1-3/8" NAIL FIN ,W,TIG ,CL,ES Max ,OUTSIDE GLZ,NO GRID Location : 0002 (2.00) 23-1/2" 'i Certification Type: AAMAA440 Size Selection : CUSTOM Width: 23.5000 Actual Size : 23 1/2 X 23 1/2 Wood Frame Opening: 23 3/4 X 23 3/4 Glass Family: JG -Insulating Glass Makeup : IGT21 0T2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE DP Upgrade : N Ace Glass Breakage : N CAR#: 190-1011 NegativeDesignPressure : 50.0000 EnergyStar: 123 .0000 UF: 0 .2900 VT: 0.4900 Notes: AW5440 VINYL PROJECTED 5440 Ordered: 3.00 Frame Type: 1.375FIN Size Ref: ACTUAL Height: 23.5000 Rough Masonry Open ing : 25 1/4 X 24 1/2 Frame Color: W -White Tempered Location: UNIT Glass: 7/8" JG (1/8 TMP -5/8 AIR -1/8 TMP) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE -NO Grid Boxing Options: N -None Prep for Mull: N PositiveDesignPressure : 50.0000 PANumber: FL 5012 CondensationResistance : 60 .0000 SolarHeatGainCoeff: 0.2100 VTCOG : 0.6400 Sell Price $447.32 Configuration: 23.5X23.5,2020,1-3/8" NAIL FIN,W,CL ,ES Max,IG ,NO GRID ,XP,XP,Nesting,1816K-INSTALLED Quote # 6463286 Print Date 11/20/2020 Page 1 of 4 Ext Price $1,341.96 Certification Type: AAMAA440 Unit Configuration : XP Size Code: 2020 .0000 Actual Size: 23 1/2 X 23 1/2 Wood Frame Opening: 23 3/4 X 23 3/4 Glass Family: IG -Insulating Glass Makeup: IGA208A2 Frame Type : 1.375FIN Size Selection : NOMINAL Si ze Ref: ACTUAL Rough Masonry Opening: 25 1/4 X 24 1/2 Frame Color: W -White Glass Type: 1/8"-1/8" Glass : 3/4" IG (1/8 AN-1/2 AIR -1/8 AN) Glass Color: CL -CLEAR < 2 3 -1/2 " o; Does unit need to meet Turtle Code : NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE Argon Gas: NONE Grid Type: NONE -NO Grid Screen Frame Type : EXTRUDED Upgrade Hardware Finish: N Boxing Options: N -None Location: 0003 (3.00) Location: 0003 (4.00) Screen Type: 1816K -1816 Charcoal Handle Type: NESTING Stainless Steel Package : N Ace Glass Breakage: N CAR#: 190-1064 NegativeDesignPressure : 70 .0000 EnergyStar: 1.0000 UF: 0.3100 VT: 0.4000 MUL Tl -PART MUL Tl -PART UNITS Notes: Ordered: 5.00 Prep for Mull: N PositiveDesignP ressure: 65 .0000 PANumber: FL2329 Condensat ionResistance: 55.0000 SolarHeatGainCoeff: 0.1800 VTCOG : 0.6400 Sell Price $1,018.32 Configuration: 72 .25X63 .5X.,5400,TW ,FCTRY ML ,W , 1 .375FIN ,EQUAL BEGIN MODEL SET 003: ::::::::::::::::::::::::::::: Combo Config : TW -Twin Unit 1 (Bottom Left Unit): SH5400 .FM Frame Type : 1.375FIN Width Equal or Width : EQUAL Size Selection: ACTUAL Height: 63 .5000 Frame Color: W -White Boxing Options : BS -Box Screen SH5400 VINYL SINGLE HUNG 5400 Notes: Ordered: 5 .00 Series: 5400 .0000 Factory Mull : Y Unit 2 : SH5400 .FM Assembly Options: FCTRML Mull Part Selection: MULUCVR/CLPS Width: 72.2500 Vertical Mull : 1.25X3.25X.62FM Glass Color: CL -Clear Sell Price $0 .00 Ext Price $5 ,091.60 Ext Price $0 .00 Configuration : 35 .5X63 .5X.,STD ,1-3/8" NAIL FIN ,HYBRID,W,PROVIEW/ORIEL,IG,CL ,ES Max,NO GRID ,DBL ,SWEEP,1816K- BOXED ,CMFRT LFT HNDL Certificat ion Type: AAMAA440 Vent Configuration : VIEW Size Selection: CUSTOM Actual Size: 35 1/2 X 63 1/2 Wood Frame Opening: 35 3/4 X 63 3/4 Frame Color: W -White Glass Fami ly: IG -Insulating Glass: 3/4" IG (1/8 AN -1/2 AIR -1/8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type : NONE -NO Grid Screen Type: 1816K -1816 Charcoal Vent Latch: N Lock Type: SWEEP -Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Ace Glass Breakage : N Prep for Mull : Y Right: Y Btm : N PositiveDes ignPressure: 50 .0000 PANumber: FL 14 35 CondensationRes istance: 56 .0000 SolarHeatG ainCoeff: 0.2200 VTCOG : 0.6400 Frame Type: 1.375FIN Window Style: STD Size Ref: ACTUAL Rough Masonry: 37 1/4 X 64 1/2 Egress Opening : 31 1/4 X 2 1 5/8 (4 .6893 SOFT) Balance Type: CONSTANT Glass Makeup: IGA208A2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass : NONE -NONE Reinf. Upgrade: NONE -None Screen Frame Type: ROLLFORM WOCD : N Upgrade Hardware Finish: N Lift Rail : N Boxing Options : BS -Box Screen Vent Ht: 25 .6492 Left : N Top :N CAR#: 190-1021 NegativeDesignPressure: 50.0000 EnergyStar: 1.0000 UF: 0 .3300 VT : 0.4900 Quote # 6463286 Print Date 11/20/2020 Page 2 of 4 Location : 0003 (5.00) Location : 0003 (6.00) Location: 0004 (7.00) SH5400 VINYL SINGLE HUNG 5400 Notes: Ordered: 5.00 Sell Price $0 .00 Ext Price $0.00 Configuration: 35.5 X63.5X .,STD, 1-3/8" NAIL FIN ,HYBRID,W,PROVIEW/ORIEL,IG ,CL ,ES Max.NO GRID,DBL ,SWEEP, 1816K- BOXED,CMFRT LFT HNDL Cert ification Type: AAMAA440 Vent Configuration : VIEW Size Selection : CUSTOM Actual Size : 35 1/2 X 63 1/2 Wood Frame Opening : 35 3/4 X 63 3/4 Frame Color: W -Wh ite Glass Family: IG -Insulating Glass : 3/4" IG (1/8 AN -1/2 AIR -1/8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE -NO Grid Screen Type: 1816K -1816 Charcoal Vent Latch: N Lock Type: SWEEP -Sweep Latch Comfort Lift: Y Lock Quantity : 2.0000 Ace Glass Breakage: N Prep for Mull: Y Right: N Btm: N Positi veDesignPressure : 50.0000 PANumber: FL 1435 CondensationRes istance: 56 .0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6400 MULL MULL BARS Notes: Ordered: 5.00 Frame Type: 1.375FIN Window Style : STD Size Ref: ACTUAL Rough Masonry: 37 1/4 X 64 1/2 Egress Opening: 31 1/4 X 21 5/8 (4.6893 SQFT) Balance Type: CONSTANT Glass Makeup: IGA208A2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE Reinf. Upgrade: NONE -None Screen Frame Type : ROLLFORM WOCD :N Upgrade Hardware Finish: N Lift Rail: N Boxing Options: BS -Box Screen Vent Ht: 25 .6492 Left:Y Top: N CAR#: 190-1021 NegativeDesignPressure : 50 .0000 EnergyStar: 1.0000 UF : 0 .3300 VT : 0.4900 Sell Price $0.00 Configuration : ,63 .5 ,W , 1.375FIN ,SERIES 5400,FCTRML ,MULUCVR/CLPS Product Family Series : 5400 .0000 Part Select ion: MULUCVR/CLPS -Mull , Ext/Int Mull Bar Type: 1.25X3.25X.625 Size Selection: CUSTOM Assembly Options : FCTRML END MODEL SET 003: :::::::::: :::::::::::::::::::: AW5440 VIN YL PROJECTED 5440 Notes: Ordered: 3.00 Certification Type: AAMA Frame Type: 1.375FIN Mull Clip Type: OFFCLP/OFFCLP Frame Color: W -Wh ite Boxing Options: BS -Box Screen Sell Price $447.32 Configuration: 23 .5X23 .5,2020,1-3/8" NAIL FIN,W,CL ,ES Max,IG,NO GRID ,X P,XP ,N esting ,1816K-INSTALLED Quote # 6463286 Print Date 11/20/2 020 Page 3 of 4 Ext Price $0 .00 Ext Price $1 ,341.96 -------------------- Location: Product§ Ordered PW5440 AW5440 MULTI-PART SH5400 MULL Certification Type: AAMAA440 Unit Configuration: XP Size Code : 2020.0000 Actual Size: 23 1/2 X 23 1/2 Wood Frame Opening: 23 3/4 X 23 3/4 Glass Family : IG -Insulating Glass Makeup: IGA208A2 Does un it need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE Screen Type : 1816K -1816 Charcoal Handle Type: NESTING Stainless Steel Package: N Ace Glass Breakage: N CAR#: 190-1064 NegativeDesignPressure: 70 .0000 EnergyStar: 1.0000 UF: 0 .3100 VT: 0.4000 Total Qu,m1i1~ 6 5 10 5 Notes: Frame Type: 1.375FIN Size Selection: NOMINAL Size Ref: ACTUAL Rough Masonry Opening : 25 1/4 X 24 1/2 Frame Color: W -White Glass Type: 1/8"-1/8" Glass : 3/4 " IG (1/8 AN-1/2 AIR -1/8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE -NO Grid Screen Frame Type : EXTRUDED Upgrade Hardware Finish: N Boxing Options : N -None Prep for Mull: N PositiveDesignPressure : 65 .0000 PANumber: FL2329 CondensationResistance: 55.0000 SolarHeatGainCoeff: 0 .1800 VTCOG: 0.6400 TOTAL SALE AMT: $8,004 .32 $560.30 $8,564.62 TOTAL CUSTOMER TAX: NET SALE AMOUNT: PLEASE REVIEW QUOTE CAREFULLY. ALL WINDOWS AND DOORS ARE CUSTOM MADE PER JOB AND CAN NOT BE RETURNED. ALL WINDOW SIZES, COLOR, GLASS TYPE, AND GRILLE CONFIGURATIONS TO BE VERIFIED BY BUILDER. QUOTE MUST BE SIGNED AND FAXED TO 904-260-0705 BEFORE MATERIAL WILL BE ORDERED. Quote# 6463286 Print Date 11/20/2020 Page 4 of 4 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) Testing is not required for additions in which the new construction is less than 85% of the thermal envelope. (R402.4.1.2, Florida Energy Code) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) . 12/9/2020 10:23:29 PM EnergyGauge® USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 □ □ □ □ □ □ □ □ EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 412/9/2020 10:23 PM Project Name: Owner: Builder Name: Permit Office: Jurisdiction: 261100 City of Atlantic Beach Phillips Builders, LLC. Mons Residence PHILL759 Addition Street: City, State, Zip: Atlantic Beach , FL , 2236 Barefoot Trace Permit Number: Design Location: FL, Jacksonville County: Duval (Florida Climate Zone 2 ) 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area above grade (ft²) Addition Single-family 1 No 759 7. Windows a. U-Factor: S H G C : b. U-Factor: S H G C : c. U-Factor: S H G C : d. U-Factor: S H G C : Dbl, U=0.34 60.00 ft² SHGC=0.29 N/A f t ² N/A f t ² N/A f t ² 8. Floor Types a. Floor over Garage b. N/A c. N/A R=19.0 575.00 ft² R=f t ² R=f t ² 9. Wall Types a. Frame - Wood, Exterior R=19.0 703.63 ft² b. N/A R=f t ² c. N/A R=f t ² 10. Ceiling Types a. Roof Deck (Unvented)R=20.0 759.00 ft² 55.30 ft² R=0.0b. Knee Wall (Unvented) c. N/A R = f t ² 11. Ducts a. Sup: Attic, Ret: Attic, AH: Addition 12. Cooling systems 13. Heating systems 14. Hot water systems a. Propane Cap: 1 gallons b. Conservation features None d. N/A R=f t ² Area Weighted Average Overhang Depth:1.333 ft. Area Weighted Average SHGC:0.290 Description Area Insulation Area Insulation Area Insulation Area 15. Credits Pstat - Replacement equipment (Bedrms In Addition) 1(1) (60.0 sqft.) (703.6 sqft.) (814.3 sqft.) (575.0 sqft.) Conditioned floor area below grade (ft²) 0 a. Central Unit a. Electric Heat Pump k B t u / h r 48.0 SEER:18.00 Efficiency k B t u / h r Efficiency 48.0 HSPF:10.00 f t ² R 6 151.8 Tankless EF: 0.860 Glass/Floor Area: 0.079 Total Proposed Modified Loads: Total Baseline Loads: 15.62 21.76 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: BUILDING OFFICIAL: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). (Exception may apply) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method FORM R405-2017 PROJECT Title: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: 261100 City of Atlantic Beach Phillips Builders, LLC. 1 Mons Residence PHILL759 Addition Family Type: New/Existing: Bedrooms: Conditioned Area: Total Stories: Worst Case: Rotate Angle: 0 No 1 759 1 Addition Single-family Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: FL , Atlantic Beach , Duval 2236 Barefoot Trace Lot Information Comment: Building Type: User Cross Ventilation: Whole House Fan: TMY Site Design Temp Int Design Temp Heating Design Daily Temp Design Location 2.5 %97.5 %Degree Days Moisture RangeWinter Summer CLIMATE 93 70 75 1281 49 Medium32FL_JACKSONVILLE_INTFL, Jacksonville______ Number Name Area Volume BLOCKS 1 Block1 759 5313 Number Name Area Volume SPACES Kitchen Occupants Bedrooms Cooled HeatedInfil ID Finished 1 Addition 759 5313 No 1 1 Yes Yes1 Yes # Floor Type Area Tile Wood Carpet FLOORS R-ValueSpace 1 575 ft² 0.15 0.85 0______19Floor over Garage 19 - - - - - - - -Addition # Type Materials Color Absor. Roof Solar Deck Insul. Pitch ROOF Tested Roof Area Gable Area Emitt Tested EmittSA (deg) Rad Barr 1 Hip Composition shingles 879 ft² Medium 0.7 20 30.3______No0 ft² 0.7 NoN ATTIC # Type Ventilation Area RBS IRCCVent Ratio (1 in) ______ 1 Full attic Unvented 759 ft² N N0 # Ceiling Type R-Value Area Framing Frac Truss Type CEILING Space Ins Type 1 Under Attic (Unvented)0 759 ft² 0.11 Wood______Addition Blown 2 Knee Wall (Unvented)0 55.3 ft² 0.11 Wood______Addition Blown 12/9/2020 10:23 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT ✓ v ✓ ✓ v WALLS #Wall Type R-Value Area Adjacent Framing Solar Ornt Fraction Absor. HeightWidth Ft In Ft InTo Cavity Sheathing R-ValueSpace Grade% Below 1 19 0Addition635 6WFrame - Wood 0.750.23Exterior34.1 ft² ____ 2 19 0Addition666 6SFrame - Wood 0.750.23Exterior42.3 ft² ____ 3 19 0Addition69 6WFrame - Wood 0.750.23Exterior58.5 ft² ____ 4 19 0Addition6634 6NFrame - Wood 0.750.23Exterior224.3 ft² ____ 5 19 0Addition665 6EFrame - Wood 0.750.23Exterior35.8 ft² ____ 6 19 0Addition61 6NFrame - Wood 0.750.23Exterior6.5 ft² ____ 7 19 0Addition612 6EFrame - Wood 0.750.23Exterior78.0 ft² ____ 8 19 0Addition61 6SFrame - Wood 0.750.23Exterior6.5 ft² ____ 9 19 0Addition665 6EFrame - Wood 0.750.23Exterior35.8 ft² ____ 10 19 0Addition628 6SFrame - Wood 0.750.23Exterior182.0 ft² ____ # Ornt Panes NFRC U-Factor SHGC Area Depth Separation Int ShadeFrame Screening WINDOWS Overhang Orientation shown is the entered, Proposed orientation. Wall ID Imp 1 N Low-E Double 0.34 0.29 12.0 ft² 1 ft 4 in 1 ft 0 in Drapes/blindsVinyl None______Yes4 N 2 E Low-E Double 0.34 0.29 32.0 ft² 1 ft 4 in 1 ft 0 in Drapes/blindsVinyl None______Yes7 N 3 S Low-E Double 0.34 0.29 12.0 ft² 1 ft 4 in 1 ft 0 in Drapes/blindsVinyl None______Yes10 N 4 S Low-E Double 0.34 0.29 4.0 ft² 1 ft 4 in 1 ft 0 in Drapes/blindsVinyl None______Yes10 N # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation GARAGE 1 575 ft² 575 ft² 108.3 ft 8 ft 1______ Method CFM 50 ACH 50ELASLAScope INFILTRATION ACHEqLA# 619.8 734.03.000311Wholehouse .11164Proposed ACH(50)1 HEATING SYSTEM # System Type Efficiency Capacity DuctsSubtypeBlockSpeed 1 Electric Heat Pump/Replacem HSPF:10 48 kBtu/hr ______sys#1Split1 Singl # System Type Efficiency Capacity Air Flow SHR COOLING SYSTEM DuctsSubtypeBlockSubtype 1 Central Unit/Replacement for SEER: 18 48 kBtu/hr 1440 cfm 0.75______sys#1Split1 Singl 12/9/2020 10:23 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT ✓ ✓ v v v # System Type EF Cap Use SetPnt Conservation HOT WATER SYSTEM SubType Location 1 Propane 0.86 1 gal 40 gal 120 deg None______Tankless Exterior FSEC Company Name System Model #Collector Model # Collector SOLAR HOT WATER SYSTEM Storage FEFCert #Area Volume None None f t ² ______ # Location R-Value Area Location Area ---- Supply -------- Return ---- Leakage Type Handler CFM 25Air QN RLF DUCTS Heat Cool HVAC # TOT OUT CFM25 1 Attic 6 151.8 ft Attic 37.95 ft Default Leakage Addition ( D e f a u l t ) ______1 1 ( D e f a u l t ) TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec [ ] Dec [X] Dec[X] Nov [X] Nov [ ] Oct [X] Oct [ ] Sep [ ] Sep [ ] Aug [ ] Aug [ ] Jul [ ] Jul[ ] Jun [ ] Jun [X] Jun [ ] May [ ] May [ ] Apr [X] Apr [X] Mar [X] Mar [X] Feb [ ] Feb [X] Jan [ ] Jan Heating Venting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD)AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH)AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD)AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH)AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft.0 ft² 0 ft 0.3 Addition 12/9/2020 10:23 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT v ✓ ✓ 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. __________ Addition 2. Single-family or multiple-family 2. __________ Single-family 3. No. of units (if multiple-family)3. __________ 1 4. Number of bedrooms 4. __________ 1 5. Is this a worst case? (yes/no)5. __________No 6. Conditioned floor area (sq. ft.)6. __________759 7. Windows, type and area a) U-factor:(weighted average)7a._________0.340 b) Solar Heat Gain Coefficient (SHGC) 7b._________0.290 c) Area 7c._________60.0 8. Skylights a) U-factor:(weighted average)8a._________NA b) Solar Heat Gain Coefficient (SHGC) 8b._________NA 9. Floor type, insulation level: a) Slab-on-grade (R-value)9a._________ b) Wood, raised (R-value)9b._________19.0 c) Concrete, raised (R-value)9c._________ 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R-value) 10A1.________19.0 2. Masonry (Insulation R-value)10A2.________ B. Adjacent: 1. Wood frame (Insulation R-value) 10B1.________ 2. Masonry (Insulation R-value)10B2.________ 11. Ceiling type and insulation level a) Under attic 11a.________0.0 b) Single assembly 11b.________ c) Knee walls/skylight walls 11c.________0.0 d) Radiant barrier installed 11d.________No 12. Ducts, location & insulation level a) Supply ducts R_______6.0 b) Return ducts R_______6.0 c) AHU location Addition 13. Cooling system: Capacity_______48.0 a) Split system SEER_______18.0 b) Single package SEER_______ c) Ground/water source SEER/COP_______ d) Room unit/PTAC EER_______ e) Other __________ 14. Heating system:Capacity_______48.0 a) Split system heat pump HSPF_______10.0 b) Single package heat pump HSPF_______ c) Electric resistance COP_______ d) Gas furnace, natural gas AFUE_______ e) Gas furnace, LPG AFUE_______ f) Other 15. Water heating system a) Electric resistance EF_______ b) Gas fired, natural gas EF_______ c) Gas fired, LPG EF_______0.86 d) Solar system with tank EF_______ e) Dedicated heat pump with tank EF_____ f) Heat recovery unit HeatRec%_______ g) Other 16. HVAC credits claimed (Performance Method) a) Ceiling fans _________ b) Cross ventilation _________No c) Whole house fan _________No d) Multizone cooling credit _________ e) Multizone heating credit _________ f) Programmable thermostat _________Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature:_________________________________________ Date:____________________________________ Address of New Home: ____________________________________ City/FL Zip: ________________________________2236 Barefoot Trace Atlantic Beach, FL 12/9/2020 10:24:02 PM EnergyGauge® USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods Florida Building Code, Energy Conservation, 6th Edition (2017) ADDRESS: 2236 Barefoot Trace Atlantic Beach , FL , Permit Number: The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. MANDATORY REQUIREMENTS - See individual code sections for full details. R402.4 Air leakage (Mandatory). During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. R401.3 Energy Performance Level (EPL) display card (Mandatory). 12/9/2020 10:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 R402.4.3 Fenestration air leakage. R402.4.1.1 Installation. Exception: Site-built windows, skylights and doors. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. Exception: R402.4.1.2 Testing. R402.4.1 Building thermal envelope. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer’s instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. SECTION R401 GENERAL✓ □ □ □ □ □ □ □ MANDATORY REQUIREMENTS - (Continued) Building framing cavities shall not be used as ducts or plenums. Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. 12/9/2020 10:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 R403.3.5 Building cavities (Mandatory). R403.4 Mechanical system piping insulation (Mandatory). R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). SECTION R403 SYSTEMS R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be “substantially leak free” in accordance with Section R403.3.3. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer’s air handler enclosure. Registers shall be taped or otherwise sealed during the test. Rough-in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer’s air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. 1. Exceptions: A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. Duct testing is not mandatory for buildings complying by Section 405 of this code.2. 1. R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer’s designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. 1. 2. R403.5.1.1 Circulation systems. R403.5.1.2 Heat trace systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. □ □ □ □ □ □ □ □ □ □ □ □ □ MANDATORY REQUIREMENTS - (Continued) 12/9/2020 10:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 ½ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water-heating systems should meet the following criteria: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. 1. 2. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. When installed to function as a whole-house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. R403.6.1 Whole-house mechanical ventilation system fan efficacy. E x c e p t i o n : R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. 1. 2. 3. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY For SI: 1 cfm = 28.3 L/min.a. When tested in accordance with HVI Standard 916 Range hoods In-line fan Bathroom, utility room Bathroom, utility room FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY AIRFLOW RATE MAXIMUM (CFM)(CFM/WATT) a Any Any 10 90 2.8 cfm/watt 2.8 cfm/watt 1.4 cfm/watt 2.8 cfm/watt Any Any <90 Any (CFM) □ □ □ □ □ □ □ □ □ MANDATORY REQUIREMENTS - (Continued) R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.4 Gas- and oil-fired pool and spa heaters. All gas- and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: Where public health standards require 24-hour pump operation. R403.10.2 Time switches. Pumps that operate solar- and waste-heat-recovery pool heating systems. Where pumps are powered exclusively from on-site renewable generation.3. 2. 1. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site-recovered energy, such as from a heat pump or solar energy source, covers or other vapor-retardant means shall not be required. 12/9/2020 10:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice-melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer’s product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. 2. Attached single- and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida-registered engineer, in attached single- and multiple-family units, the capacity of equipment may be sized in accordance with good design practice. The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing. Manufacturer’s expanded performance data shall be used to select cooling-only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water-source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. □ □ □ □ □ □ □ □ □ □ □ □ R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. Low-voltage lighting. SECTION R404 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions-Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory). The energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. ELECTRICAL POWER AND LIGHTING SYSTEMS Page 5 of 512/9/2020 10:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software □ □ □ Project Name: Owner: Builder Name: Permit Office: Jurisdiction: 261100 City of Atlantic Beach Phillips Builders, LLC. Mons Residence PHILL759 Addition Street: City, State, Zip: Atlantic Beach , FL , 2236 Barefoot Trace Permit Number: Design Location: FL, Jacksonville CH E C K AIR BARRIER CRITERIA A continuous air barrier shall be installed in the building envelope. The exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top of exterior walls shall be sealed. Knee walls shall be sealed. The space between window/door jambs and framing, and skylights and framing shall be sealed. Rim joists shall include the air barrier. The air barrier shall be installed at any exposed edge of insulation. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Shafts, penetrations Crawl space walls Floors (including above-garage and cantilevered floors) Rim joists Windows, skylights Walls Ceiling/attic General COMPONENT Garage separation Recessed lighting Plumbing and wiring S h o w e r / t u b HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. The air barrier shall be installed behind electrical or communication boxes or air-sealed boxes shall be installed. The air barrier installed at exterior walls adjacent to showers and tubs shall separate them from the showers and tubs. Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. Air sealing shall be provided between the garage and conditioned spaces. When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. C o n c e a l e d Electrical/phone box on exterior walls Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA INSULATION INSTALLATION CRITERIA EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software12/9/2020 10:24 PM Page 1 of 1 Air-permeable insulation shall not be used as a sealing material. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. Cavities within corners and headers of frame walls shall be insulated by completely filling the cavity with a material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Rim joists shall be insulated. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of subfloor decking, or floor framing cavity insulation shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. and doors on exterior wall requirements Recessed light fixtures installed in the building thermal envelope shall be air tight and IC rated. sprinklers Where provided instead of floor insulation, insulation shall be permanently attached to the crawlspace Exterior walls adjacent to showers and tubs shall be insulated. 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit #: Job Information Builder: Phillips Builders, LLC. Community:Lot: Address: 2236 Barefoot Trace City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub-section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 7.000 _________ x 60 ÷ ______________ = ____________5313 CFM(50) Building Volume ACH(50) PASS When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Method for calculating building volume:_____________________________ Retrieved from architectural plans Code software calculated Field measured and calculated R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control m e a s u r e s . 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: ______________________________________ Phone: ________________________ I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: ____________________________________ Date of Test: ______________________ Printed Name of Tester: _________________________________ License/Certification #: _____________________________ Issuing Authority: _________________________ 12/9/2020 10:24:59 PM EnergyGauge® USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 I I 0 lo I I I □ 0 • □ 0 2020-Dec-09 22:05:41 Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1 ...p s B ldrs\MISC\2236 Barefoot Trace(Mons Add).rup Calc = MJ8 Front Door faces: E PHILL759 AdditionJob:Manual S Compliance Report 12/09/20Date:Entire House DRSBy: A/C Masters HVAC, Inc. 445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944 Project Information Phillips Builders, LLC.For: 992 Ocean Boulevard, Atlantic Beach, FL 32233 Phone: 904.349.2999 Cooling Equipment Design Conditions °F77.4Entering coil DB:Btuh36607Sensible gain:°F92.8Outdoor design DB: °F63.7Entering coil WB:Btuh5753Latent gain:°F77.0Outdoor design WB: Btuh42360Total gain:°F75.0Indoor design DB: cfm1550Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 4TWV8048A1+TEM8A0C48V41++TDRModel:TraneManufacturer: cfm1550Actual airflow: % of load105Btuh38401Sensible capacity: % of load137Btuh7896Latent capacity: %83SHR:% of load109Btuh46297Total capacity: Heating Equipment Design Conditions °F68.8Entering coil DB:Btuh37790Heat loss:°F32.5Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 4TWV8048A1+TEM8A0C48V41++TDRModel:TraneManufacturer: cfm1550Actual airflow: °F26Capacity balance:% of load122Btuh46033Output capacity: °F-99Economic balance:Btuh0Supplemental heat required: Elec stripBackup equipment type: Model:Manufacturer: cfm1550Actual airflow: °F35Temp. rise:% of load90kW9.9Output capacity: Meets all requirements of ACCA Manual S. ~ -+-vvrightsoft® ,,,.,.,,__,. A Mffeka> / Berkshire Hathaway Company ACC~ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Dec-09 22:05:41 Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1 ...p s B ldrs\MISC\2236 Barefoot Trace(Mons Add).rup Calc = MJ8 Front Door faces: E PHILL759 AdditionJob:Project Summary 12/09/20Date:Entire House DRSBy: A/C Masters HVAC, Inc. 445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944 Project Information Phillips Builders, LLC.For:992 Ocean Boulevard, Atlantic Beach, FL 32233 Phone: 904.349.2999 2236 Barefoot Trace Mons Addition Notes: Design Information Jacksonville/Intnl., FL, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F33 Outside db °F93Inside db °F70 Inside db °F75 Design TD °F38 Design TD °F18Daily range M Relative humidity %50Moisture difference gr/lb50 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh27856 Structure Btuh24375 Ducts Btuh9934 Ducts Btuh12232Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0 (none)(none)Humidification Btuh0Blower Btuh0 Piping Btuh0Equipment load Btuh37790 Use manufacturer's data y Rate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh36607 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average0Fireplaces Structure Btuh2945 Ducts Btuh2808Central vent (0 cfm)Btuh0 CoolingHeating (none)21712171Area (ft²) Equipment latent load Btuh5753 1519715197Volume (ft³)Air changes/hour 0.160.32 Equipment Total Load (Sen+Lat)Btuh42360 Equiv. AVF (cfm) 4181 Req. total capacity at 0.74 SHR ton4.1 Heating Equipment Summary Cooling Equipment Summary Make Trane Make TraneTrade TRANE Trade TRANE Model 4TWV8048A1 Cond 4TWV8048A1AHRI ref 10153728 Coil TEM8A0C48V41++TDR AHRI ref 10153728Efficiency10 HSPF Efficiency 18.0 EER, 12.5 SEER Heating input Sensible cooling Btuh34410Heating output Btuh @ 47°F42500 Latent cooling Btuh12090 Temperature rise °F25 Total cooling Btuh46500Actual air flow cfm1550 Actual air flow cfm1550 Air flow factor cfm/Btuh0.041 Air flow factor cfm/Btuh0.042Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.86Capacity balance point = 26 °F Backup:Input = 10 kW, Output = 33868 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Dec-09 22:05:41Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1...p s B ldrs\MISC\2236 Barefoot Trace(Mons Add).rup Calc = MJ8 Front Door faces: E PHILL759 AdditionJob:Right-J® Worksheet 12/09/20Date:Entire House DRSBy:A/C Masters HVAC, Inc. 445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944 1 Room name Entire House Whole House 2 Exposed wall 220.3 ft 220.3 ft 3 Room height 7.0 ft 7.0 heat/coolft 4 Room dimensions ft1.0x2171.0 5 Room area 2171.0 ft²2171.0 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft) (Btuh)or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 12C-0sw12C-0sw 0.0910.091 nn 3.413.41 2.292.29 248 224 764 514 248 224 764 514 .GG 3A-2ov3A-2ov 0.5300.530 nn 19.8719.87 21.0521.05 24 0 477 505 24 0 477 505 .WW 12E-0sw12E-0sw 0.0680.068 nn 2.552.55 1.431.43 231 219 558 314 231 219 558 314 .GG 3A-2ow3A-2ow 0.5300.530 nn 19.8719.87 21.0521.05 12 0 238 253 12 0 238 253 11 WW 12C-0sw12C-0sw 0.0910.091 nene 3.413.41 2.292.29 24 14 48 32 24 14 48 32 GG 3A-2ov3A-2ov 0.5300.530 nene 19.8719.87 38.8438.84 10 0 199 388 10 0 199 388 WW 12C-0sw12C-0sw 0.0910.091 ee 3.413.41 2.292.29 168 96 328 220 168 96 328 220 GG 3A-2ov3A-2ov 0.5300.530 ee 19.8719.87 53.7853.78 52 3 1033 2797 52 2 1033 2797 DD 11J011J0 0.6000.600 ee 22.5022.50 18.1218.12 20 20 450 362 20 20 450 362 WW 12E-0sw12E-0sw 0.0680.068 ee 2.552.55 1.431.43 150 118 301 169 150 118 301 169 GG 3A-2ow3A-2ow 0.5300.530 ee 19.8719.87 61.7861.78 32 2 636 1977 32 1 636 1977 WW 12C-0sw12C-0sw 0.0910.091 ss 3.413.41 2.292.29 32 32 109 73 32 32 109 73 GG 3A-2ov3A-2ov 0.5300.530 ss 0.000.00 0.000.00 0 40 0 0 0 20 0 0 WW 12E-0sw12E-0sw 0.0680.068 ss 2.552.55 1.431.43 231 201 513 288 231 201 513 288 GG 3A-2ow3A-2ow 0.5300.530 ss 19.8719.87 21.0521.05 30 60 596 631 30 30 596 631 WW 12C-0sw12C-0sw 0.0910.091 ww 3.413.41 2.292.29 304 97 331 222 304 97 331 222 GG 3A-2ov3A-2ov 0.3500.350 ww 13.1313.13 27.3327.33 207 11 2717 5658 207 6 2717 5658 WW 12E-0sw12E-0sw 0.0680.068 ww 2.552.55 1.431.43 93 93 237 133 93 93 237 133 WW 12C-0sw12C-0sw 0.0910.091 nwnw 3.413.41 2.292.29 24 14 48 32 24 14 48 32 GG 3A-2ov3A-2ov 0.5300.530 nwnw 19.8719.87 38.8438.84 10 0 199 388 10 0 199 388 PP 12C-0sw12C-0sw 0.0910.091 --3.413.41 1.391.39 96 78 266 109 96 78 266 109 DD 11J011J0 0.6000.600 ww 22.5022.50 18.1218.12 18 18 405 326 18 18 405 326 PP 16C-0w16C-0w 0.4080.408 --15.3015.30 17.8317.83 55 55 841 981 55 55 841 981 CC 16B-38ad16B-38ad 0.0260.026 ww 0.980.98 1.401.40 2171 2171 2117 3031 2171 2171 2117 3031 FF 19A-19bswp19A-19bswp 0.0490.049 --1.441.44 0.680.68 575 575 828 393 575 575 828 393 FF 22A-tph22A-tph 1.3581.358 ww 50.9350.93 0.000.00 1412 202 10277 0 1412 202 10277 0 6 c) AED excursion 1164 1164 Envelope loss/gain 24516 20963 24516 20963 12 a) Infiltration 3339 793 3339 793 b) Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 4 920 Appliances/other 1700 1700 Subtotal (lines 6 to 13)27856 24375 27856 24375 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 27856 24375 27856 24375 15 Duct loads 36%50%9934 12232 36%50%9934 12232 Total room load 37790 36607 37790 36607 Air required (cfm)Air required (cfm)1550 1550 1550 1550 L L L t::: L L L L L L 2020-Dec-09 22:05:42 Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1 ...p s B ldrs\MISC\2236 Barefoot Trace(Mons Add).rup Calc = MJ8 Front Door faces: E PHILL759 AdditionJob:Building Analysis 12/09/20Date:Entire House DRSBy: A/C Masters HVAC, Inc. 445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944 Project Information Phillips Builders, LLC.For: 992 Ocean Boulevard, Atlantic Beach, FL 32233 Phone: 904.349.2999 Design Conditions Location:CoolingHeatingIndoor:7570Indoor temperature (°F)Jacksonville/Intnl., FL, US 1838Design TD (°F)ft33Elevation: 5030Relative humidity (%)°N30Latitude: Outdoor:50.311.0Moisture difference (gr/lb)CoolingHeating Infiltration:9333Dry bulb (°F) SimplifiedMethod)M(18-Daily range (°F) AverageConstruction quality77-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Doors Ceilings Floors Infiltration Ducts % of loadBtuhBtuh/ft²Component 11.543443.5Walls 16.1609616.2Glazing 2.385522.5Doors 5.621171.0Ceilings 29.4111055.65.6Floors 8.833392.2Infiltration 26.39934Ducts 00Piping 00Humidification 00Ventilation0Adjustments 100.037790Total Cooling Walls Glazing Other CeilingsInfiltration Ducts Internal Gains % of loadBtuhBtuh/ft²Component 8.430882.5Walls 37.61376136.5Glazing 1.968918.1Doors 8.330311.4Ceilings 1.13930.2Floors 2.27930.5Infiltration 33.412232Ducts 00Ventilation 7.22620Internal gains 00Blower 0Adjustments 100.036607Total Latent Cooling Load = 5753 Btuh Overall U-value = 0.113 Btuh/ft²-°F Data entries checked. ..::::_ -ti,,-wrightsoft:~ ~ AM,l~k •/1 ... ,bho,o,H,,lh,,w.,y<:Omp.ar,y Job #: PHILL759 Performed for: Phillips Builders, LLC. Atlantic Beach, FL 32233 Phone: 904.349.2999 A/C Masters HVAC, Inc. 445 Tresca Road, Suite #306 Jacksonville, FL 32225 Phone: 904.722.8995 office@acmastersjax.com Scale: 1 : 54 Page 1 Right-Suite® Universal 2019 19.0.21 RSU13256 2020-Dec-10 09:29:47 ...36 Barefoot Trace(Mons-ManD).rup N Sheet 1 Storage/Mech Sitting Bath Guest/Office WI C 29 cfm 24 cfm 155 cfm 181 cfm 181 cfm 245 cfm 347 cfm 45 cfm 4 " 4 " 14 " 8 " 7 " 4 " 8 " 16 " 12 " 8 " 2020-Dec-10 09:28:57 Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1 ...s B l drs\MISC\2236 Barefoot Trace(Mons-ManD).rup Calc = MJ8 Front Door faces: E PHILL759Job:Duct System Summary 12/10/20Date:Entire House By: A/C Masters HVAC, Inc. 445 Tresca Road, Suite #306, Jacksonville, FL 32225 Phone: 904.722.8995 Email: office@acmastersjax.com Project Information Phillips Builders, LLC.For: Atlantic Beach, FL 32233 Phone: 904.349.2999 CoolingHeating External static pressure in H2O0.50in H2O0.50 Pressure losses in H2O0.16in H2O0.16 Available static pressure in H2O0.34in H2O0.34 Supply / return available pressure 0.193 / 0.147 in H2O in H2O0.193 / 0.147 Lowest friction rate in/100ft0.060in/100ft0.060 Actual air flow cfm567cfm567 Total effective length (TEL)ft265 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm) (cfm)FR (in)(in)Matl Ln (ft)Ln (ft) Trunk st1115.020.9VlFx0x04.00.0601629750hBath st1115.021.3VlFx0x07.00.0601551283407cGuest/Office st1115.016.2VlFx0x08.00.0601811703971cSitting st1115.018.1VlFx0x08.00.0601811703971cSitting-A st1115.022.2VlFx0x04.00.06023451171hStorage/Mech st1120.030.4VlFx0x04.00.0601124610hWIC Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st1 Peak AVF 567 567 0.060 530 14.0 0x0 VinlFlx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in) Matl Trunk rb2 0x 3220 347 114.9 0.128 1052 7.8 x0 0 VlFx rt1 rb1 0x 2450 219 94.3 0.156 311 12.0 x0 0 VlFx rt1 (!!;)Masters I I I I I I I I I I ~ -+-wrightsoft® .,CCP\ A Molek•/ Be,kshi,e Hathaway Company 2020-Dec-10 09:28:57 Right-Suite® Universal 2019 19.0.21 RSU13256 Page 2 ...s B l drs\MISC\2236 Barefoot Trace(Mons-ManD).rup Calc = MJ8 Front Door faces: E Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk rt1 Peak AVF 567 567 0.128 406 16.0 0x0 VinlFlxI I I I I I I I I I ~ -+-wrightsoft® .,CCP\ A Molek•/ Be,kshi,e Hathaway Company -------------------------------------------------------------N IOD 05' S6" E: qo.40' :20'SRL r-----------------------------1 I ------------------, I I -~----------------------1 ------------------------~-----1 I I I I I I I I I I E:XISTIN6 FOOL E:XISTIN6 FOOL DECK. : ~---~r::::=======-=--=--=--=----=----=----=---~ I I I I I I I I I I I I I I I I I I i: ffll - I "' I i-I I I I I I I I I I I L ___ _ -----E:XISTIN6 MOTORCOURT ------------E:XISTIN6 PATIO / ' ' " " '-------------5GALE, I" = I0'-0' :20'SRL CS = S ISD :2S' 54" Jl'i CH = e,e,_;q• "-= 105q_t,t,' SA"-1::FOOT i"FtACE ---------i "' i-□□ rT ___ :!::I ------.J d) "' II) II\ IU II\ .,.. \T" II\ n 0 d) lfl , , , , / / L / , , , / _ , , r / ' / " L ~ □ □ . - . . . N O T E : T H E S I T E F L A N A N D L O T C O V E R A G E C A L C U L A T I O N S A R E B E I N G P R O V I D E D F O R I N F O R M A T I O N A L P U R P O S E S O N L " T " . A L L N E H H O R I < H I L L S E I N T E R N A L A N D H I L L N O T I N C R E A S E I M P E R V I O U S C O V E R A G E . S I T E C O V E R A 6 E T A B U L A T I O N Z O N I N 6 R S - I L O T H I D T H 8 G f ' V A R I E S L O T S I Z E 1 3 4 2 6 S f E X I S T I N 6 R E S I D E N C E 3 5 4 6 S f E X . D R I V E 4 H A L K 1 6 5 5 S F E X I S T I N 6 P A T I O 4 5 6 S F E X I S T I N 6 P O O L D E C K 8 6 O S F E X I S T I N 6 P O O L @ 5 0 % 2 1 4 S F E X I S T . E Q U I P . 4 J E A P A D S 6 1 S f E X I S T . 6 A R A 6 E S T O O P 2 G f S f T O T A L E X . I M P E R V . 6 8 2 1 S f E X . L O T W Y E R A 6 E 5 0 . 8 % M A X . A L L O H . I M P E R V I O U S 4 5 % A D D I T I O N S A N D F l E : N O V A T I O N S r O F l T H E M O N S R E S D E N C E 2 2 S ~ B A R E F O O T T R A C E A T L A N T I C B E A C H , F L O R I D A . / ' - - . . . , L / / , , , ' I U I □ □ . . , f . : . ' - ' ' / / / " " ✓ : I I I I I ~ - - - ~ ~ 0 ~ ~ - ~ ~ □ D □ - " 1 : l I X J S C A L E , N O T T O S C A L E . r . " - / " ' - / - " ' ' ' ' . ' ' ' " ' - D i I J " ; . , " _ . . . . . _ , , , ' / / ' ✓ ' / / ' ✓ , / / / / / / / □ " - I I I / . · ~ □ . N . . . . . . _ _ ' - ' . . . _ I " - " - ' ' ' ' ' ' . . . . , _ ' □ ' □ ~ - . - $ l l U I L D I N e 5 E C T I O I I D E 5 1 6 N A T I O I I - S I E E T - 5 E C T I O N 1 5 F O I W @ D E T A I L D E 5 1 6 N A T I O I I - 5 H E E T - D E T A I L 1 5 F a t l D , @ H A U . 5 E C T I O N O R 8 . E V A T I O I I D E 5 1 6 N A T I O I I - S I E E T - 8 . E V A T I O l l 1 5 F O I W ~ R O O M D E 5 1 6 N A T I O I I - 5 E I : F I N l 5 H 5 C H : l l U . . E e D O O R I U - I B E R D E 5 1 6 N A T I O I I - 5 E I : D O O R 5 G 1 1 1 D 1 L E @ H I N O O H l t M E R D E 5 1 6 N A T I O I I - 5 E I : H I N : > O H 5 C t E D l . l E + D A 1 ™ P O I N T F l ' O M f l < l 5 1 1 N e F I N l 5 H F L O O R L E V E L . L M . J : 9 5 O T H E l < H l 5 E H O T l : D . L . I S T O f = c : : > F t A ~ I N c S S : C : . I c : . o v 9 t G I 1 e : · 1 • / G I ~ . - L A N D I l ! X I G T J O ! ! M O L I T I O N f l ' L A N A l P I M T P I - O O f l t . - L A N A 2 ~ P ' I - O O f l t . - L A N A ' 1 ' l ! X " l " e R I O R ~ A T I O N G M l ! X " l " e R I O R ~ A T I O N G A S l l t O O f l l . - L A N A 6 G l ! c : . T I O N G • P " ' ! C , • E ~ r A I L G A i P L A S l i l N e t . , E I A I L G M P ' L A G H I N e t . , E I A I L G E l E l E c : , ' T R I C : . A L . - L A N R E V I S I O N S ~ L . I M I ~ L . I M 2 ~ L . I M S ~ L . I M 4 ~ L . I M 5 C D I 0 1 - l e > - 2 0 1 " 1 o e > - S 0 - 2 0 1 " 1 0 " 1 - 1 2 - 2 0 1 " 1 I l - 1 " 1 - 2 0 1 " 1 1 1 - 2 4 - 2 0 1 " 1 0 " l - 0 6 - 2 0 2 0 0 \ ) z C l . J O B N O , I C f - 1 1 0 D R , l l , I I I I N B ' T " , 1 , , £ 6 T H E I ! ~ A N ! ~ T H I I X C U J & l \ / 8 I . e l ! ! ~ I M . A e ! N ! ! ! . A . R C - H I ~ ~ 0 e e l e t e I N G . A t o e A l l l ! N O T T O H ~ OPEN EXISTIN6 il'IALL /'6 REGlJIRED FOR N&I POCKET DOOR / -7i ; II / 11 REMOVE EXISTIN6 HA51£R4DR'l'ER AND 1\J6 "------'>--J Le----+----~--------~- - ~ REMOVE EXISTIN6 allLT INS REMOVE EXISTIN6 il'IALL 4 DOOR --+-+--' 5•-4• REMOVE EXISTIN6 S11JGGO CORNER TRIM TYP. . F~l~WS ~ RELOGAlED 0 . . EXIST. PANEL TO BE RELOGAlED TO 5EGOND FLOOR REMOVE PD5 REMOVE EXISTIN6 il'IALL 4 DOOR ---~ l::XISTINcSft)l::MOLITION PLAN SCALE, 1/4" = l'-0" 1 : : T . ~ R E E N F E N C E T O B E R E L O G A l E D D E M Q L I I I Q N N O T E S I . R E M O V E E X I S T I N 6 G O N 5 1 R I J G T I O N A S I N J I G A l E D I N T I - I E D R A l ' l l N 6 5 U N L E 5 5 N 0 1 E D O T H E R W I S E . 2 . D E M O L I T I O N 1 ' I O R K S H A L L B E E X E G I / T E D I N C O N F O R M A N C E W I T H A L L C O D E S A N D O R D I N A N C E S / ' 6 S E T F O R T H 6 Y A L L 6 0 V E R N I N 6 A I I T I D R I T I E S . 3 . C O N T R A C T O R S H A L L V I S I T G O N S l R I J G T I O N S I T E 5 0 / ' 6 T O F A M I L I A R I Z E W I T H 1 ' I O R K T O B E D O N E A N D R E G l J I R E M E N T S O F T I - I E O W N E R S T O A C C O M P L I S H T H I S 1 ' I O R K . 4 . A L L E X I S T I N 6 E L E C T R I C A L C I R C U I T S T H A T A R E A B A N D O N E D S H A L L B E G A P P E D A N D S E A L E D . E L E C T R I C I A N T O V E R I F Y C A P A C I T Y O F E X I S T I N 6 P A N E L . 5 . A L L E X I S T I N 6 P L l , M 3 I N 6 L I N E S T H A T A R E A B A N D O N E D S H A L L B E G A P P E D A N D S E A L E D . P l . l , M B E R T O V E R I F Y E X I S T I N 6 C O N D I T I O N S 6 . B R A G E A L L E X I S T I N 6 S l R I J G M a : O R S l R U G M W . a E M E N r 5 / ' 6 N E C E S S A R Y D I R I N 6 D E M O L I T I O N . A R E / ' 6 T O B E R E M O V E D F I E L D V E R I F Y E X I S T I N 6 F R A M I N 6 I N T H I S A R E A . A N Y F L O O R J O I S T S N O T R U N N I N 6 L E F T T O R l 6 H T O N T H _ . - - r - - E S H O R T S P A N O F T I - I E 6 A f l A € £ T O B E R E M O V E D . R E M O V E ' - _ ; - _ E : S T I N 6 A H J R E M O V E 4 I I ; : R E L O C A T E , E X I S T I N 6 H H L _ _ _ _ _ _ J ( \ R E M O V E E X I S T I N 6 ~ - - I N T E R M E D I A T E F R A M I N 6 F O R P D 5 " / R E M O V E E X I S T I N 6 ~ - - R O O F 1 R U 5 5 E 5 - - - - . O V E R 6 A R A 6 E l : : X I S T I N c S f t ) l : : M O L I T I O N P L A N S C A L E , 1 / 4 " = l ' - 0 " R E V I S I O N S P l ' i . E a L . I M I P l ' i . E a L . I M 2 F I i i . E a i . . i M S P I i i . E a i . . i M 4 P I i i . E a i . . i M 5 G D I i l l ~ I ~ ~ 0 " 7 - l . ! ' , - 2 0 1 " ' 1 0 . ! ' , - 5 0 - 2 0 1 " ' 1 0 " ' 1 - 1 2 - 2 0 1 " ' 1 1 1 - 1 " ' 1 - 2 0 1 " ' 1 1 1 - 2 4 - 2 0 1 " ' 1 0 " ' 1 - 0 6 - 2 0 2 0 0 D I . . . l 0 e N O , l c : : t - 1 1 0 " ! " H e s ! ! f D L A ' N S A I I I ! ! ~ T H I ! ~ I V ! ! U S I ! O f ' I M A 5 1 N I ! ~ I ~ ~ C l e l e N S l ' N C : , . A N C I A I I I I N O T T O H ~ I I . ? I □ PROPOS!:c:> r=IRST r= L O O R P L A N SC.ALE, 1/4" = l'-0" I X I S T , l < I I G H I N 2 8 b b P D I N E X I S T . - - - , O P E N I N 6 5 • - 4 • 1 2 ' U P P E R 2 4 ' B A S E - G A B . , G A B . \ \ • A G I , 1 2 ' U F l ' E R G A B . ' B ' P R O V I D E N E H L A U N D R Y P L I A ' 1 B I N 6 B O X A N D D R A I N . E X I S T . r ~ G A B . ' ~ I E > ' B A S E + - - - - - - + - - + . , I ~ ' , - - ~ f - - - - - - + - - - - , - , ' ' - - - ~ I u ' I I / I ' : ' = ' " ' • ' " ' - i " r S I N K l - - 1 1 - - - + l - - - - ' < - - - - _ , 1 _ _ , \ . I E t - R O D _ - 1 ' \ / ' E N T T O U - - - ; , ; ; ~ - - - _ _ , r - - - E X 1 E R . I ~ 4 1 I I ~ ~ I I - I A 5 H E R D R Y E R u - ' 1 1 P A N T R Y 2 M P , \ 4 1 / ~ " I " ' ! d l ~ r n - - - - E > _ ' _ G _ l . 6 _ ~ ' 2 ! J 6 1 : > - / V A L l T E D G E I L I N 6 , 1 2 ' P A N T R Y G A B S . L , e : S O F F I T ~ t - - + ~ = ; : = ; : = ; : = ; : = ; : = ; : ~ = ' n F - ' ¥ ' ~ ~ ¥ - - ~ ~ - - - - - i > - - ~ - + - O P E N - - T O ~ I T ; t 1 F I ~ t ; ; A B O V E I I I ' l o - - O H C , ' p X l " I L , . . . . _ _ R E L O G A T E D V D O O R 2 ' l ' ~ ~ ~ . , / I l ' . 1 , _ G ) I I / V ~ f = = 9 i ~ - + ) _ ! J = : : O F B l = l W E R = . - - - < = 1 = = ~ ~ ~ ~ - ~ - t V A I J L ~ / S T O O P 3 1 - 1 0 1 ; t ; S T A I R G E I L I N 6 ~ 1 - - - _ _ J ~ 1 = □ = = □ R E L O G A T E H S . F I E L D V E R I F ' f F I E L D V E R I F ' f I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J R E L O G A T E D 5 G R E E N F E N G E N O T E S I . D I M E N S I O N S A R E F R O M F A G E O F F I N I S H O N I N T c R I O R H A L L S A N D T O F A G E O F F I N I S H O R S H E A 1 H I N 6 O H N E H E X T E R I O R H A L L S . 2 . c . o m R A G T O R 5 H A L L F l a . D V E R I F Y E X I S T I N 6 G O N 5 1 R U C , T I O N A N D G O N D I T I O N 5 B E F O R E 1 H E S T A R T O F A N Y D E M O L I T I O N O R N E H G O N 5 1 R L , t ; T I O N . C , , G O N I R A G T O R 5 H A L L P R O V I D E P l < O P E R T 1 ' P R O ' T c G T I O N F O R A L L A R E l 6 N O T A F F E G T E D B Y D E M O L I T I O N O R N E H G O N 5 1 R L t ; T I O N 4 . G O N ' T R A G T O R 5 H A L L P R O \ I I D E A L L A P P L I C A B L E P E R M I T S F O R D E M O L I T I O N A N D N E H G O N 5 1 R U C , T I O N . 5 . G O I I J R A C , T O R ' 5 E I . . E C , T R I G A L , P L l , t 1 B I N 6 , A N D H E G H A N I G A L S l . B - G O N T R A C , T O R 5 5 H A L L F I E L D V E R I F Y E X I S T I N 6 G O N D I T I O N 5 B E F O R E 1 H E S T A R T O F A N Y D E M O L I T I O N O R N E H G O N 5 1 R U C , T I O N . 6 . A L L D E M O L I S H E D M A T E R I A L , T R A S H , 5 G R A P 5 , A N D G O N 5 1 R U C , T I O N 1 1 - i A S T E S H A L L B f D l 5 P 0 5 E D O F I N A T I M E L Y A N D A P P R O P R I A T E F A S H I O N A N D 1 H E S I T E 5 H A L L B f K E P T I N A G L E A N A N D O R D E R L Y G O N D I T I O N . 1 . A L L l t J R K 5 H A L L B f D O N E I N A G G O R D A ~ E H l l H C I T Y O F A l l A N T I C B E A C H B V I L D I N 6 D E P A R T l " E N T C O D E S , R U L E S , A N D R E 6 1 . 1 . . A T I O N 5 . G O N ' T R A G T O R S H A L L F A M I L I A R I Z E H I M S E L F A N D H I S 5 1 B - G O N T R A G T O R 5 H l l H T l £ 5 E R E G U I R E M E N T S . ! > . A L L 5 E I . . E C , T I O N 5 F O R F L O O R I N 6 , F I N I S H E S , E I . . E C , T R I C A L A N D P I . . U H B I N 6 F I X ' J U ' i j 3 , D O O R S , H A R D W A R E , A P P L I A = , E T C . A R E T O B f M A D E B Y O R A P F R O V E D B Y 1 H E O l o + E R . q , A N Y E X I S T I N 6 P I . . U H B I N 6 O R E I . . E C , T R I C A L L I N E S T O B f A B A N D O N E D A R E T O B f C A P P E D A N D S E A L E D I N A G G O R D A N C E H l l H G O D E . 1 0 . E X I S T I N 6 P I . . U H B I N 6 S U P P L Y A N D D R A I N L I N E S T O B f M O D I F I E D A 5 N E C E 9 5 A R Y T O A C C O M P L I S H 1 H E l t J R K A 5 5 H O H N , A N D I N A G G O R D A N C E H l l H 1 H E G O D E . I I . N E H H I N D O H S S H A L L M A T C H E X I S T I N 6 M A N J F A C l l J R E R , M O D E L , A N D C O L O R . N E H H I N D O H S S H A L L M E E T A L L A P P L I C A B L E F L O R I D A B V I L D I N 6 G O D E R E G U l l < E H : I I T 5 A N D G O N T R A G T O R S H A L L P R O V I D E A L L R E G U I R E D F L O R I D A H I N D L O A D T E S T N ! M B E R 5 . 1 2 . N E H H I N D O H S S H A L L M A T C H E X I S T I N 6 H I N D O H H E A D H E l 6 1 f T 5 E X C E P T H H E R E O l l i E R H I S E N O T E D . I , , , 1 ' & l C E I L I N 5 H E l 6 1 f T 5 T O M A T C H E X I S T I N 6 C E I L I N 6 H E l 5 H T 5 E X C E P T H H E R E N O T E D O l l i E R H l 5 E 1 4 . D O O R O R H I N O O H D E 5 1 6 N A T I O N E X A M P L E - 3 0 5 0 I N D I C A T E S 3 1 - 0 1 1 X 5 • - 0 1 1 I N D I C A T E S 1 ' & l 2 X 4 O R 2 X 6 S T U D H A L L . S T U D 5 o 1 6 ' O . G . I N D I C A T E 5 E X I S T I N 6 C H J B L 0 C , K O R S T U D H A L L . 5 G l . F T . T A B L l A T I O N N E H S T A I R I I - I A Y N E H 5 E W N D F L O O R N E H S T O R . / M E C , l t . 6 6 5 F 5 1 5 5 F I I ! > 5 F R E V I S I O N S P l ' i . E a L . I M I P l ' i . E a L . I M 2 F I i i . E a i . . i M S P I i i . E a i . . i M 4 P I i i . E a i . . i M 5 G D I i l l ~ I ~ ~ 0 " 7 - l . ! ' , - 2 0 1 < ! 0 . ! ' , - 5 0 - 2 0 1 < ! 0 < ! - 1 2 - 2 0 1 < ! l l - l < ! - 2 0 1 < ! 1 1 - 2 4 - 2 0 1 < ! 0 < ! - 0 6 - 2 0 2 0 0 A l . . . l 0 e N O , l c : : t - 1 1 0 _ _ . . . . . . . _ _ _ _ " ! " H e s ! ! f D L A ' N S A I I I ! ! ~ T H I ! ~ I V ! ! U S I ! O f ' I M A 5 1 N I ! ~ I ~ ~ C l e l e N S l ' N C : , . A N C I A I I I I N O T T O H ~ I I . ? □ PROPOS!:C, S ! : C O N C , f l = L O O R P L A N SGALE: 1/4" = l'-O" . 2 X h F R A M E 5 0 F F I T . T O P 4 8 ' - 6 ' A F F I 1 " I I r - I I i ~ + - - - + ~ l l ~ ! f . ~ r s I I I S I T T I N \ 9 l b ' - 5 ' X 1 1 ' - 1 1 ' < l ' G l . 5 . 4 1 - 1 1 : « M f f i I / Q l " l " ' I ~ : ~ ~ @ t i ! . I 1 6 ' - 5 ' x 1 1 ' - 0 ' , . I 5 ' - 1 0 ' ~ ~ ~ ~ I < l ' G L 6 . · 1 _ 1 - ~ ~ ~ I I : : ~ I ' J r - ) - = I • . ~ ~ / - - - - - - - - - - - - - - - - - l l f - - l L , - 1 : " , I I + - - - + ~ I I ~ ~ / / , - - - - - - - - - - - - - - V i J & , ; , l . ~ ~ ~ , I ' - , . / 8 ' G L 6 . 2 3 0 5 4 5 H R 4 5 H I 0 0 ' H D H 6 T I + - - - + - - - - · ~ = ~ = ~ e ~ ~ = = L l - - - - - - l - - - - t 7 ? 5 ' - 1 1 ~ " 5 ' - 1 1 ~ " 1 1 • - 1 1 ~ • R E V I S I O N S P l ' i . E a L . I M I P l ' i . E a L . I M : : 2 F I i i . E a i . . i M 5 P I i i . E a i . . i M 4 P I i i . E a i . . i M 5 G D I i l l ~ I ~ ~ & H e ! ! T : 0 " 7 - l . ! ' , - : : 2 0 1 " 1 0 . ! ' , - 5 0 - : : 2 0 1 " 1 0 " 1 - 1 : : 2 - : : 2 0 1 " 1 I 1 - 1 " 1 - : : 2 0 1 " 1 1 1 - : : 2 4 - : : 2 0 1 " 1 0 " 1 - 0 6 - : : 2 0 : : 2 0 0 A 2 . J O e N O , l , q ' - 1 1 0 . , , . , . , . , , . . , . , . . . e s t : : i i A i ' T ! ! , O q ' - 0 6 - 2 0 2 0 " ! " H e s ! ! f D L A ' N S A I I I ! ! ~ T H I ! ~ I V ! ! U S I ! O f ' I M A 5 1 N I ! ~ I ~ ~ C l e l e N S l ' N C : , . A N C I A I I I I N O T T O H ~ I I . ? IN6U:5 FIBER6LA55 5H OVER:lotlFELT 05B ROOF DECK MATCH EXIST. 4 1/16' TO FASC.IA 4 50FF MATCH EXIST. ITTO HARDIE 4' lRIM HARDIE BOARD BATTEN SIDINe 12' HARDIE lRIM (r(PJ 4 BAND W 2" HARDIE 1R BANDS TOP 4 BOTT IM OM EXISTIN6 SlUGGO VENEER. REPAIR REPAINT AS REGllJ AND IRED. ,, / ,, ~ / '-... ,, ~ -----~ -------/'--. / ""-,<' -.._ I ....,_ ,.L, ' ' L ------..;;:--~ / -~ ~ / '- ' -~ ~ ' 7 = ' "- / / ~ / / / / / ~ R ! : A R c L c V A T I O N S C A L E , 1 / 4 " = l ' - 0 " , L , , ~ - / / / / L L / / / / / / / / / / / ' ' □ □ ' ~ " H A R D I E 4 ' l R I M ~ , a a a a ' . ' · u , . + I I I I I I H A R D I E B O A R D 4 ~ c · B A T T E N S I D I N 6 / H A R D I E 2 X 4 L E D 6 E l R I M W O D B R A C K E T S S E E / D E T A I L L c f = T S I C > ! : c L c V A T I O N S C A L E , 1 / 4 " = l ' - 0 " / / . . . . ' - - - - - - " ' - . ' " - ' " ' ' ' ' . / ' - . . . ' ' - . . _ □ □ ~ ~ a a a a a a a a a a a a n " D D D D I i ~ ' ' ? - - 1 / I - / / - - ~ F I B E R 6 L A 5 5 5 H I N 6 U : 5 O V E R 3 o t l F E L T 4 1 / 1 6 ' 0 5 B R O O F D E G K T O M A T C H E X I S T . F A S C . I A 4 S O F F I T T O M A T C H E X I S T . W O D B R A C K E T S S E E D E T A I L H A R D I E 5 H I P L A P S I D I N 6 H A R D I E 4 ' l R I M ( r ( P J H A R D I E B O A R D 4 B A T T E N S I D I N e l ' I O O D P E R 6 0 L A S E E D E r A I L I 2 ' H A R D I E T R I M B A N D W 2 ' H A R D I E l R I M B A N D S T O P 4 B O T T O M E X I S T I N 6 S l U G G O V E N E E R . R E P A I R A N D R E P A I N T A S R E G I J I R E D . l R I M S E E D E T A I L R E V I S I O N S F R E a L . I M I F R E a L . I M 2 F R E a L . I M S F R E a L . I M 4 F R E a L . I M 5 C D I o - r - 1 . e . - 2 0 1 " 1 o e . - S 0 - 2 0 1 " 1 0 " 1 - 1 2 - 2 0 1 " 1 l l - 1 " 1 - 2 0 1 " 1 1 1 - 2 4 - 2 0 1 " 1 0 " 1 - 0 6 - 2 0 2 0 0 A 4 . J 0 e N O , l l i : : f - 1 1 0 - - - - - - - - - ~ B Y ' i , , , e e - - - - - - - = - - - - ' ! ' H e ! ! ~ N S A l e ~ T H I ! ~ I V ! ! U E I ! O f ' I M A e l N I ! ~ l " T a : . ~ O & l e N E o I N C - . A N D A l t . ! ! ! N O T T O 5 e : ~ EXIST. ROOF E X I S T . R O O F EXIST. ROOF E X I S T . R O O F E X I S T . R O O F E X I S T . R O O F EXIST. ROOF BOOE f8AMIN B N O T E S I. NEH ROOF SHALL B E C O N V E N T I O N A L L Y F R A M E D R A F T E R S 4 J O I S T S 2 4 " O . C . 2. NEH ROOF FRAMIN G L U M B E R S H A L L B E 1 1 2 S P F O R B E T T E R . 3. ROOF SLOPE SHAL L M A T C H E X I S T I N G U N L E S S O T H E R H I S E N O T E D . 4. ROOF OVERHANG S H A L L M A T C H E X I S T I N G U N L E S S N O T E D O T H E R H I S E . 5. NEH ROOFING SHA L L B E A R C H I T E C T U R A L F I B E R G L A S S S H I N G L E S - MATCH EXISTING. 6. FASCIAS AND SOFF I T S S H A L L M A T C H E X I S T I N G . 1. HEADER AND BEAM S I Z E S T O B E D E T E R M I N E D B Y S T R U C T U R A L E N G I N E E R . SCALE, 1/4' = l'-0' E X I S T . R O O F E X I S T . R O O F E X I S T . R O O F 1 - - - - \ l ) I l - o = r ; - 1 . f ) / □ ( S L O P E # 4 / , ~ ~ . f ) ; 1 5 ' - l P L T . H 6 T . ( S L O P E S L O P E ) ~ S L O P E i i 1 ~ - - S L O P E ) - - - - - ~ - m l - s ; . . . . , 1 1 ' - 2 P L T . H 6 T . F I B E R 6 L A 5 5 5 H I N 6 L E 5 O V E R : J O # F E L T 4 1 / 1 6 ' 0 5 6 R O O F D E C , K T O M A T c . H E X I S T . . , . - + - R O O F A T N E W A D D I T I O N T O B E G O W E N T I O N A L L ' r ' F R A M E D / S E E S l l < I J C 1 1 J R A I . . ) I - \ l ) I I - _ j Q _ i - - I - l . f ) R E V I S I O N S P l ' i . E a L . I M I P l ' i . E a L . I M 2 F I i i . E a i . . i M S P I i i . E a i . . i M 4 P I i i . E a i . . i M 5 G D I i l l \ ) < ( Q z I t ( ) I t i l l _ J I L : t ' o D \ ) I L < ( ~ - I l l S ! U ) \ ) I - i l l I - ~ z ( ) ( i 1 z I - ~ < ( ~ U ) w \ ) < ( I t ~ z I - I - ~ ( ) ( ) ( ) ~ L I L w I i l l s l ' I U \ l ' 1 I l ' 1 ~ 0 " 7 - l . ! ' , - 2 0 1 < ! 0 . ! ' , - 5 0 - 2 0 1 < ! 0 < ! - 1 2 - 2 0 1 < ! l l - l < ! - 2 0 1 < ! 1 1 - 2 4 - 2 0 1 < ! 0 < ! - 0 6 - 2 0 2 0 0 \ ) z a i u ) ~ ~ I - ! u ) I i l l I ( l i . . . 1 i i \ ) _ J ~ ' < ( f O l ! \ ) = : ) ~ \ ~ ~ \ J f i l l i \ ~ ~ - - t . I ; \ ) ~ O l I < ( ; } - i l l I z " - 1 © ; < ( L A 5 . . . l 0 e N O , l c : : t - 1 1 0 " ! " H e s ! ! f D L A ' N S A I I I ! ! ~ T H I ! ~ I V ! ! U S I ! O f ' I M A 5 1 N I ! ~ I ~ ~ C l e l e N S l ' N C : , . A N C I A I I I I N O T T O H ~ I I . ? FlllER6l.A55 SHIN6LES OVER 30tl FELT 4 1/lb" 056 ROOF ---------DEc.K TO MATGH EXIST. NEW ROOF ADDITION TO BE CONYENTIONALL Y FRAMED 2Xl2 --...,_ SIN6LE A55EMBLY RAFTERS. 5EE STRJJG11RAI.. FOR SPEGS. 2X4 EAVE EXTENSION. 5EE ~ STRJJGTURAL FOR GONNEGTION DETAILS. 5EE STRJJG11RAI.. DRAl'IIN65 ----.. FOR GONNEGTOR 5PEGIFIC.ATION5 AUJM. DRIP ED6E OVER PT NAILER AND FASC,IA {MA TGH EXISTIN6) UNVENTED HARDIE--~ BEAD BOARD 50FFIT 5PRA Y FOAM IN5U.A TION 5EE ENER6Y C.Alc.. FORMS FOR THIC.KNES5 AND R VALUE ~-1/2' GYPSIA'1 C.EILIN6 BOARD '----2-2X PLATES 2Xb lRIM ,_ +----R-lq IN5U.ATION HARDIE BOARD 4 __ .../ BATTEN SIDIN6 c.ONT. AUJM. -------..... FLASHIN6 lxl2 HARDIE 6ANDIN6 ---....._ Hi lx21RIM, 2Xl2 BLOCKING _____ ,.,.-IX4 Bl.OC,KIN6 _____ _,,, OVERLAP N&I STRJJGTURAL SHEATHING OVER FIRST FLOOR WALL S1L05 A5 DIREGTED BY S11<UC,TURAL ENGINEER. NEW GONT. C.ABI..E ROD __ _,,, SYSTEM. IMBED INTO EXIST. FOUND. ff<,11-----2X S1L05 lb" 0£. ,-, A6 (SEE PLANS) --PT 2X PLATE 3/4" T4G PLYI-IOOD FLOOR R-lq IN5UL. IN FLOOR EXISTIN6 2Xl2 FLOOR JOISTS TO HAVE IH/4" STRJJG11RAI.. MEMBER SISTERED TO SIDE. TYP. FOR ALL FLOOR JOISTS. 5EE S11<UC,TURAL FOR DETAILS AND SPEGS. '----EXIST.PLATES '----EXIST. FRAME WALL ~-EXIST.PLATES EXIST. FOIID. 4 SLAB B/4" = l'-0" '----2Xb COLI.AR TIE o EAGH RAFTER TOP PLATE 61-611 A.F.F. SEWNDFLOOR TOP PLATE 8'-1 1/8' A.F.F. FF.E. = 0'-0' ~ . " f T d : , ' < I ' 3 - 2 X l 2 S T R I N G E R S I X W O O D R I S E R - 1 5 E Q U A L R I S E R S @ 1 . 2 1 5 " E A . 2 X W O O D T R E A D 1 0 " T R E A D W I I " N O S I N G ~ , . . . . . . . . ; . i . r - - = t < t r - - = r - . t " ' . " ' - = , , . . , , : , " ' N i , , N i , , = ! ' l ) l v = ! ' l ) l v I " 1 0 " , _ ' 2 X 4 P T P L A T E A 6 1 - 1 / 2 " = l ' - 0 " ' . ' ¼ " 2 " 2 ' 2 " I " 2 • ~ · p - 4 ! 1 1 3 A b I " 1 2 L E D 6 E R B A N D W 2 " T R I M 2 X b N O M I N A L P T i . - l O O D P E R 6 0 L A M E M B E R S 1 1 1 1 3 - 1 / 2 " O . C . 4 X b N O M I N A L P T i . - l O O D C . R O S S B E A M 4 X b N O M I N A L P T i . - l O O D B R A C K E T M E M B E R 4 X 4 P T i . - l O O D B R A C K E T 2 X 4 N O M I N A L P T i . - l O O D B R A C K E T M E M B E R 2 ' 2 ' P E : ~ 0 1 . . A D E : T A I L . I " 3 / 4 " = 1 ' - 0 " n S M O O T H F I N I S H m o o B R A C K E T P A I N T I : D = ' f e A A C t < E T C , E T A I L . 1 - 1 / 2 " = l ' - 0 " - , I " - S T A I R N O T E S : I . ( 1 5 ) E Q U A L R I S E R S A T 1 . 2 1 5 " E A ( 1 4 ) E Q U A L T R E A D S A T 1 0 . 0 " W I " N O S I N G E A 2 . T R E A D S S H A L L B E 2 x l 2 ' s G L U E D a n d N A I L E D ( R I P P E D D O H N A S R E Q U I R E D ) 3 . R I S E R S S H A L L B E l x 8 ' s G L U E D a n d N A I L E D ( R I P P E D D O H N A S R E Q U I R E D ) 4 . S T R I N G E R S S H A L L B E 3 2 x l 2 ' s E Q U A L L Y S P A C E D ( T Y P ) ~ ~ I " , . _ _ - . . . . / ~ I ~ V - I < - I " - I X 3 T R I M 2 X 6 T R I M I X 4 T R I M I X 2 T R I M I X 4 T R I M 5 ~ I N D O ~ T F c . l M D E : T A I L . A b I " = l ' - 0 " R E V I S I O N S P l ' i . E a L . I M I P l ' i . E a L . I M 2 F ! ' i . E a l . . 1 M S P l ' i . E a L . I M 4 P l ' i . E a L . 1 M 5 G D I i l l ~ I ~ ~ & H e ! ! T : 0 " 7 - l , ! ' , - 2 O 1 < ! 0 , ! ' , - 5 0 - 2 0 1 < ! 0 < ! - 1 2 - 2 0 1 < ! I H < ! - 2 O 1 < ! 1 1 - 2 4 - 2 0 1 < ! 0 < ! - 0 6 - 2 0 2 0 0 \ ) z a i u ) ~ ~ I - ! u ) I i l l I ( l i . . . 1 i i \ ) _ J ~ ' < ( f O l ! \ ) = : ) ~ \ ~ ~ \ J f i l l i \ ~ ~ - - - t . I ; \ ) ~ O l I < ( ; } - i l l I z " - - 1 © ; < ( L - - A 6 . J O e N O , l c : t - 1 1 0 . , , . , . . , . . , , . . , . , " " " " ' t : : i i A i ' T ! ! , O q ' - 0 6 - 2 0 2 0 " ! " H e s ! ! f D L A ' N S A 1 1 1 ! ! ~ T H I ! ~ I V ! ! U S 1 ! O f ' I M A 5 1 N I ! ~ I ~ ~ C l e l e N S l ' N C : , . A N C I A I I I I N O T T O H ~ I I . ? DOOR HEADER (RE: STRUCTURAL) (RE: STRUCTURAL) FOR SHEATING ATTACHMENT TO STUDS STEP 1 INSTALL 6" WIDE SELF-ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME Y,( EXTEND SELF-ADHERING MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING '-1" MIN APPROVEDHOUSEWRAP OVER SHEATHING OVER WDSTUDWALL }:· 11\ LINE OF DOOR O,PEl->--t-----'1I: \ II / / GITT HOUSEWRAP AT 45° ANGLE INSTALL MTL DRIP CAP HEAD FLASHING y ---~-~-1 w STEP2 -, ~ tt ~ I I I STEP 6 STEP 7 ' \---> CUT MTL FLASHING& FOLD FLANGE DN FOL D H O U S E W R A P I N - - - + - - + - - . . - + - + - - - - - l AND A R O U N D J A M B S I N S T A L L D O O R P L U M B , L E V E L A N D S Q U A R E P E R M A N U F A C T U R E R S W R I T T E N I N S T R U C T I O N S AND H E A D S T E P 3 M T L D R I P ~ - , C A P ✓ I • \ $ L P M I N 1 5 " / • • l \ t o 1 8 ° I ~ ~ I ' I ~ ~ L I F O L D D R I P \ ~ 1 / / F L A N G E O V E R \ V A R I E S ..... . _ . . . . . . . , . . . _ _ . , . . . M E T A L D R I P C A P : A P P L Y S E A L A N T A T C O R N E R S A N D F R O N T E D G E O F T H R E S H O L D S T E P 4 1 . S E P A R A T E D I S S I M I L A R M A T E R I A L S A S T O N O T A L L O W G A L V A N I C R E A C T I O N 2 . S T E E L F L A S H I N G S H A L L B E ( M I N I M U M 2 4 G A ) P A I N T E D , P R E F I N I S H E D , O R S T A I N L E S S S T E E L 3 . A L U M I N U M F L A S H I N G S H A L L B E M I N I M U M . 0 4 0 P R E F I N I S H E D K Y N A R C O A T E D METAL DRI P C A P D E T A I L INST A L L 6 " W I D E SELF - A D H E R I N G I N S T A L L 6 " W I D E MEM B R A N E S E L F - A D H E R I N I N G FLAS H I N G O V E R M E M B R A N E DRIP C A P N A I L I N G ~ ~ F L A S H I N G O V E R FLAN G E D R I P C A P C O R N E R J O I N T I I ' - 1 " M I N I I S E E D O O R D E T A I L S F O R F I N I S H f T R I M D E T A I L S S T E P S S T E P 9 E:XTE:FtlOFt DOOFt TAFINc5/rLASHINc5 INSTALLATION DE:TAILS - O U T S ~ I N c 5 W E : X F O S E : D O F E : N I N c 5 APPROVEDHOUSEWRAPOIVEi',-+--.... SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING rr,... ·< +k. i,_, Ii I ....,,__ II I 1_7·......_ II ,j r· ", II I +, 1: 1 I r, II :> I I GITT HOUSEWRAP -----t-+----'--,,_ 1I I I I I I I ii: I~. ·j II+ · I II 1• I II I I'' 1·: II ·, I II : I I II I I II I <.I I H I I II I I I II , I I I Ii f I STEP 1 r ·l I I I•.-I I I I I I FOLD HOUSEWRAP IN --i---..._ AND AROUND JAMBS STEP2 >-1 I I I I ii I I I I I I I I •.,[ ;z. 'I I 1/. INSTALL DOOR PLU M B , LEVEL AND SQUAR E P E R MANUFACTURERS WRITTEN INSTRUC T I O N S APPLY SEALANT A T J A M . . 1 ! 1 8 B , , - - - - - - . , c , . . - - FRONT EDGE AND INTERIOR EDGE O F THRESHOLD S T E P 3 I N S T A L L a • W I D E S E L F - A D H E R I N G F L A S H I N G O V E R L A P P I N G D O O R F R A M E ) 4 • E:XTE:RIOFt DOOR TAFINc5/rLASHINc5 INSTALLATION DE:TAILS -I N S ~ I N c 5 W C O Y E : F t ! : D O F E : N I N c 5 S T E P 4 I I I I I N S T A L L 6 " W I D E S E L F - A D H E R I N G M E M B R A N E F L A S H I N G O V E R L A P P I N G D O O R F R A M E X " A P P L Y , I M E M B R A N E / F L A S H I N G O V E R ' i J O I N T O F D R I P C A P I N S T A L L 6 " W I D E S E L F - A D H E R I N G F L A S H I N G O V E R L A P P I N G D O O R F R A M E X • E X T E N D S E L F - A D H E R I N G F L A S H I N G 1 " M I N B E Y O N D J A M B F L A S H I N G S T E P S S T E P S N T S T S 5 1 \ J G G O V E N E E R O V E R A P P R O V E D H O U 5 E W R A P I N S T A L L E D P E R M A N I F I - I R I T T E N 5 P f G I F I G A T I O N 5 E X T E N D H O U 5 E W R A P - - - ~ O V E R N A I L I N 6 F L A N G E M T L D R I P F L A 5 H I N 6 W - - ~ H E M M E D E D 6 E S E T I N C O N T B E D O F S E A L A N T I X 4 P R E G A 5 T G O N G . l R I M - - - ~ H E A D E R ( R E , 5 T R ! X ; . T 1 R A L ) E X T E N D 1 2 ' S E L F - A D H E R I N 6 - - - - - , , . ; l l l ' " " ~ d - l M E M B R A N E F L A S H I N G O V E R W I N D O W F L A N G E S E T I N C O N T B E D O F S E A L A N T M T L D R I P F L A 5 H I N 6 W _ _ . . . . . . . J H E M M E D E D 6 E S E T I N C O N T B E V O F 5 E A L A N T A 1 1 - 1 / 2 " = l ' - 0 " 5 1 \ J G G O V E N E E R O V E R A P P R O V E D ~ P I N S T A L L E D P E R M A N J F H < I T T f N 5 P E G I F I G A T I O N S G O N T l t u : l U S B E A D O F 5 E A L A N T a t P E R I M E T E R l ' x l " F I B E R G E M E N T l R I M E X T E N D ~ P O V E R W I N D O W F L A N 6 E S E T I N G O N T I W O U 5 B E V O F S E A L A N T ¼ ' J O I N T W B A C K E R R O D 4 S E A L A N T 2 A 1 1 - 1 / 2 " = 1 ' - 0 " 2 1 / 2 ' P R O . J E G T I O N E X T E N D H O U S E W R A P - - , O V E R W I N D O W 5 1 L L ¼ ' J O I N T W B A C K E R - - , R O D t S E A L A N T P R E G A 5 T G O N G . 5 1 L L - - - , G O N T l t u : l U S B E A D O F - - - - J S E A L A N T a t P E R I M E T E R 5 1 1 J G G O V E N E E R O V E R A P P R O V E D H a . 5 E W R A P I N S T A L L E D P E R M A N I J F W R I T T E N 5 P E G I F I G A T I O N 5 A 1 1 - 1 / 2 " = l ' - 0 " ~ O O R S I M I L A C , O O R S I M l 1 . A R E V I S I O N S F R E a L . I M I F R E a L . I M 2 F R E a L . I M S F R E a L . I M 4 F R E a L . I M 5 C D I i l l ~ I N ! l - o - r - 1 e . - 2 0 1 q o e . - S 0 - 2 0 1 ' 1 0 ' 1 - 1 2 - 2 0 1 ' 1 l l - 1 ' 1 - 2 0 1 ' 1 1 1 - 2 4 - 2 0 1 ' 1 0 ' 1 - 0 6 - 2 0 2 0 0 A 7 . J O B N O , _ _ _ , _ . , _ - _ 1 1 _ 0 _ _ _ ~ e v , _ _ _ . . . . _ . . . . , = e . _ _ _ C l ' A T ! ! , o q - 0 6 - 2 0 2 0 T H e e i - L A N & ~ ~ T t - e e x G , L J J e , I ~ U 9 ! ! 0 1 " ' I M J a . 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F I B E R C E M E N T L A P S I D I N 6 O V E R A P P R O V E D H O U S E H R A P I N S T A L L E D P E R M A f l L F J , , R I T I E N S P E C I F I C A T I O N S E X T E N D H O l J S E H R A p - - - - O V E R N A I L I N 6 F L A N 6 E M 1 1 D R I P F L A 5 H I N 6 W - - - H E M M E D E D 6 E 5 E T I N C O N T B E D O F S E A L A N T I X F I B E R C E M E N T l R I M - - - - - - E X T E N D 1 2 " 5 E L F - A D H E R I N G - - - - - ' j ~ ~ J . l M E M B R A N E F L A S H I N G O V E R H I N D O H F L A N G E 5 E T I N C O N T B E D O F S E A L A N T M 1 1 D R I P F L A 5 H I N 6 W - - - ~ H E M M E D E D 6 E 5 E T I N C O N T B E D O F S E A L A N T H E A D E R ( R E , S T R O C , 1 1 J R A L J J l ' I I I N D O J l ' I I H E A t , t , O O R S I M I L A 1 - 1 / 2 " = I ' - 0 " F I B E R C E M E N T L A P S I D I N 6 - ~ O V E R A P P R O I I E D H O U 5 & I W ' I N S T A L L E D P E R M A N U F H R I T I E N S P E C I F I C A T I O N S C O N T l 1 ' 1 J O U 5 B E A D O F - - , S E A L A N T a t P E R I M E T E R = = l R I M ~ l 1 1 , , - ~ 4 1 O V E R H I N D O H F L A N 6 E - 1 1 + - ~ . f ' I 5 E T I N C O N T I I I I J O U 5 B E D J l - - 1 1 ! 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R I P P E D / > 5 D I M E N S I O N E D ( P A I N T E D ) C O N T I N J O U S B E A D O F - - - - - ' S E A L A N T a t P E R I M E T E R F I B E R C E M E N T L A P S I D I N 6 - - J O V E R A P P R O V E D H O U S E H R A P I N S T A L L E D P E R M A t t f J , , R I T I E N S P E C I F I C A T I O N 5 @ J l ' I I I N D O J l ' I I S I L L b 1 - 1 / 2 " = I ' - 0 " S l \ J C C O V E N E E R O N C O M P O S I T I : 1 - - - - - - L A T i i E O N T Y P A R I N F I L l R A T I O N B A R R I E R O N 1 / 1 6 " S " I R O C , " J l R A L 5 H E A T H I N 6 , - - 0 5 B 5 H E A T H I N 6 T O B E R A I S E D O F F O F C O N C R E T E A N D A L I S N E D W F A C E O F F O I I D A T I O N . . . . . . . . _ _ _ C O N T . G A L V . F L A 5 H I N 6 R I P P E D S U R F A C E A G A I N S T S H T H G - - - - - - - , 1 - + + - - - - , 1 - - - - - - - 1 - 1 1 4 V E R T . o 4 e > ' O . C . - i . - - - - - - - e , • C . M J J . S T E M 1 - i A L L H I T H F I L I . B J C E L L S ( I Y p l C A L ) @ , - v , . e 1 I I N S C E i A I L ( S ' T ' U c : G O ) 5 " = l ' - 0 " R E V I S I O N S F R E a L . I M I o - r - I . e . - 2 O I " 1 F R E a L . I M 2 o e . - S 0 - 2 0 1 " 1 F R E a L . I M S 0 " 1 - 1 2 - 2 0 1 " 1 F R E a L . I M 4 l l - I " 1 - 2 O I " 1 F R E a L . I M 5 1 1 - 2 4 - 2 0 1 " 1 C D I 0 " 1 - 0 6 - 2 0 2 0 0 i l l \ ) < n z I l l ( ) i l l - I I L I l l 0 : c 0 \ ) I L < I l l - - I l l z i l l l f l 0 \ ) l = I - < i l l z > < 0 ( i ~ z I l l < I l l n i n i l l i z < I l l z ~ z 0 ( ) ~ l = i ' i n 2 i < l f l i l l , & ) l 1 \ l ' I I l ' I ! l - s t e T , A S . J O B N O , l c : J - 1 1 0 ~ B Y ' , > - E B C l ' A T ! ! , o q - 0 6 - 2 0 2 0 T H e e i - L A N & A . . e ~ n e e x c . u , e , 1 ~ U 9 ! ! 0 1 " ' I M J a . S o l t e ~ l f e e ~ C l ' S l e t e I N G . . A N D ~ N O T T O ~ ~ --~, ------~ ----l!XISI, 1<1Ic;.Hl!N d F', ~ 11 -<~-~ ' I-IA5HER DRYER 11 l!ANMY I I" f L Ill\ I LAUNC?R'T'. 4,.. ___ /4 i --( Ll't-H. -0+-+-+--t-f--~~•~li~~~~olR;jall ~--.... -~~-,1 : \, r•i 1SHr i AB\i ) : 'H'6FI ~e' \'loti.To EXIST. EXIST. Ll6HT Ll6HT I RELOGATE H-5. TO ~--EXIST. Ll6HT l L ______________ _J f=IRST f=LOOR !:L!:CTRICAL PLAN SC.AL£, 1/4" = l'-0" I / / / ' i ) _ _ _ . J . . / I I I I I / / / $ ! : C O N J : ) f = L O O R ! : L ! : C T R I C A L P L A N S C . A L E , 1 / 4 " = l ' - 0 " E l E c : . T R I C : : . A L . L . E 5 E N t , l ! Q I E ; A L L F I X T I J R E 5 D E 5 1 6 N A T E D ' ' E ' A R E E X I S T I N 6 T O R E M A I N ( T Y P I C A L ) • 2 - H A Y S i l ' I I T C H £ 5 : : 1 H A L L S C O N C E L l 6 H T F I X T U R E f : H " i A Y S H I T C H 0 P U S H B l / T T O N • 4 4 - H A Y S H I T C H . . . . T E L E P H O N E O I I T L E T f I I F L O O R M O W I E D D I M M E R S H I T C H T E L E P H O N E O I I T L E T . - i J A M B S i l ' I I T C H . . . C A B L E T . V . O I I T L E T d b I I O V D U P L E X O I I T L E T S ' t ' I F L O O R M O W I E D C O M P U T E R O U T L E T 4 b I I O V D U P L E X O I I T L E T • c C O M P U T E R O U T L E T O N E S I D E S i l ' I I T C H E D • 2 2 0 V O I I T L E T ~ S M O K E D E T E C T O R l i l l i l F L O O R O I I T L E T ~ E X H A U S T F A N e p - E X H A U S T F A N H I T H L l 6 H T d b 6 F I I I O V D U P L E X O U T L E T 6 R O L W F A U L T I N T E R R I P T E R V F L O O D L l 6 H T d b 3 e • I 0 1 B E R I N D I C A T E S □ P C P O O L C O I I T R O L H E l 6 H T A . F . F . d b . . . . , H E . A T H E R P R O O F O U T L E T □ s c S P R I N K L E R S Y S T E M C O N T R O L d b s o o 6 A A A 6 E D O O R O P E N E R R O P E L l 6 H T Q ) - ¢ - ( > i C J ( i J I ] 0 □ M P - ¢ - L v C L V . . I J N C T I O N B O X c : : : : : : a U N D E R C A B I N E T L l 6 H T I N 6 C E I L I N 6 M O U N T E D L l 6 H T F I X J U R E F L U O R f S C E N T L l 6 H T F I X T U R E H A L L M O U N T E D L l 6 H T F I X J U R E c g ] 2 \ c 4 ' F L I J O R E 5 C E N T L l 6 H T F I X T U R E R E C E S S E D C E I L I N 6 L l 6 H T 1 ~ 1 P A N E L R E C E S S E D E Y E B A l . l . L l 6 H T R E C E 5 5 E D H A L L I - I A 5 H E R , - - - . . . . . . . . . _ 1 s S U B P A N E L C H A N D E L I E R ~ C E I L I N 6 F A N R E C E S S E D C E I L I N 6 L l 6 H T - M O I S M < E P R O O F ~ C E I L I N 6 F A N W L l 6 H T S I R F A C E M O U N T E D 4 / ) . L O H V O L T A 6 E L l 6 H T F I X T U R E C L I E M E R 6 E N C Y l l : X I T L l 6 H T R E C E 5 5 E D L O H V O L T A 6 E f . g t - C A R B O N M O N O X I D E L l 6 H T F I X J U R E D E T E C T O R I . P R E - H I R E F O R S E C I R I T Y S Y S T E M . C O O R D I N A T E H I T H 5 E C U R I T Y S U B - C O N l R A C T O R A N D B U I L D E R F O R P O H E R R E G U I R E M E N T 5 A N D L O C A T I O N S . 2 . P R E - H I R E F O R H O M E E N T E R T A I N M E N T A N D C O M f ' l / r E R H I R I N 6 . C O O R D I N A T E H I T H H O M E E N T E R T A I N M E N T A N D C O M P U T E R H I R I N 6 S I J B - - C O N 1 R A C T O R 5 A N D B U I L D E R F O R P O H E R R E G U I R E M E N T S A N D L O C A T I O N S . 3 . A L L E L E C T R I C A L H I R I N 6 T O 6 E I N A C C O R D A N C E H I T H T H E 2 0 1 1 E D I T I O N O F T H E N E C . P R O V I D E A R C - F A U L T C I R a . l l T I N T E R l < I P T E R 5 I N A L L R O O M S P E R A R T I C L E 2 1 0 - 1 2 4 . A L L H E H I N T E R I O R L l 6 H T I N 6 T O 6 E 1 - 1 1 6 , , E l I I C A C Y F I X T I J R E 5 . P R O V I D E I O O ! I I T O T A L H l 6 1 I E l I I C A C Y L l 6 H T I N 6 . 5 E I . . E C , T I O N 5 B Y O H N E R . 5 . A L L I N T E R I O R 1 1 0 V R E C E P T A C L E S N O T L A B E L E D A S 6 F I S H A L L 6 E A R C F A L L T A F C I P R O T E C T E D I N A C C O R D A N C E H I T H T H E 2 0 1 1 E D I T I O N O F T H E N E C . b . E X I S T I N 6 E L E C T R I C A L P A N E L T O 6 E R B . . O C A T E D T O S T O R A 6 E / M E C , H A N I C A L R O O M O N S E C O N D F L O O R . 4 I I R E V I S I O N S P l ' i . E a L . I M I P l ' i . E a L . I M : : 2 F ! ' i . E a l . . 1 M 5 P l ' i . E a L . I M 4 P l ' i . E a L . 1 M 5 G D I i l l ~ I ~ ~ & H e ! ! T : E . J O e N O , . , , . , . , , . , , . . , . , 0 " 7 - l . ! ' , - : : 2 0 1 < ! 0 . ! ' , - 5 0 - : : 2 0 1 < ! 0 < ! - 1 : : 2 - : : 2 0 1 < ! I l - l < ! - : : 2 0 1 < ! 1 1 - : : 2 4 - : : 2 0 1 < ! 0 < ! - 0 6 - : : 2 0 : : 2 0 0 1 l c : t - 1 1 0 " " " " ' t : : i i A i ' T ! ! , O q ' - 0 6 - 2 0 2 0 " ! " H e s ! ! f D L A ' N S A I I I ! ! ~ T H I ! ~ I V ! ! U S I ! O f ' I M A 5 1 N I ! ~ I ~ ~ C l e l e N S l ' N C : , . A N C I A I I I I N O T T O H ~ I I . ? GENERAL NOTES ALL-THREAD N O T E S E P O X Y N O T E S 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL-THREAD CONNEC T O R S T O B E 3 1 8 " D I A M E T E R B A R S P L A C E D A T 4 ' O . C . I N A L L B E A R I N G 1 . A N C H O R B O L T S , R E I N F O R C I N G S T E E L , T H R E A D E D R O D S , S T A I R H A N D R A I L S , A N D O T H E R E M B E D D E D S T E E L I T E M S S H A L L B E S E T I N T O H A R D E N E D C O N C R E T E W I T H E P O X Y O R E P O X Y G R O U T O N L Y W H E R E D E T A I L E D O N T H E D R A W I N G S O R W H E R E A P P R O V E D B Y T H E E N G I N E E R . APA AND ASCE7-10. WALLS, UNLESS NOTE D O T H E R W I S E O N P L A N S . 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 2. ALL-THREAD USED IN S H E A R W A L L A N D H I G H U P L I F T T R U S S H O L D - D O W N A P P L I C A T I O N S M A Y B E OF THE EXISTING BUILDING CODE. COUNTED AS PART OF T H E D E S I G N A T E D O . C . S P A C I N G . 2 . M A N U F A C T U R E R ' S D A T A F O R A L L E P O X Y A N D E P O X Y G R O U T S H A L L B E S U B M I T T E D T O T H E 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 3. PLACE ALL-THREAD R O D S W I T H I N 6 " T O 1 0 " O F E A C H C O R N E R A N D A T E A C H I N T E R S E C T I O N O F AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. REC O M M E N D E D I N S T A L L A T I O N S E Q U E N C E I S : 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE NOTES 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LA TEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1½" INCHES FOR FOUNDATIONS, AND¾" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. A. PLACE SHEARWAL L R O D S ( S P E C I F I E D O N P L A N S ) B. PLACE HIGH UPLIF T R O D S ( S P E C I F I E D O N P L A N S ) C. PLACE CORNER R O D S D. PLACE ALL OTHER R O D S . 4. ALL-THREAD SHALL B E D R I L L E D A N D E P O X I E D I N T O F O O T I N G W I T H S I M P S O N S E T E P O X Y SYSTEM, OR APPROVE D E Q U I V A L E N T . A L L - T H R E A D E M B E D M E N T S F O R S H E A R W A L L S A N D H I G H UPLIFT TRUSS CONNE C T I O N S A R E S P E C I F I E D I N T H E I R R E S P E C T I V E D E T A I L S . 5. WHERE NECESSARY, A L L - T H R E A D C O U P L E R S S H A L L B E R A T E D N O T L E S S T H A N 3 2 0 0 L B S . 6. MINIMUM EMBEDMENT O F A L L - T H R E A D S H A L L B E : 6" -TYPICAL WALLS, M O N O L I T H I C F O O T I N G 7" -EXTERIOR WALLS , S T E M W A L L F O O T I N G 8" -MASONRY WALLS 7. ALL-THREAD EMBEDM E N T S F O R S H E A R W A L L S A N D H I G H U P L I F T C O N N E C T I O N S A R E S H O W N I N THEIR RESPECTIVE DE T A I L S O N T H I S S H E E T . 8. USE 2" SQUARE WASH E R S O N A L L - T H R E A D A N D A N C H O R B O L T L O C A T I O N S , U . N . O . 9. WHERE THREADED R O D S A R E N O T A B L E T O B E I N S T A L L E D D U E T O F I E L D L I M I T A T I O N S , I T I S ACCEPTABLE TO PLAC E A D O U B L E 2 X S T U D G R O U P . F A S T E N S T U D S T O G E T H E R W I T H ( 1 ) R O W OF 10d NAILS. FASTEN T H E S T U D S T O T H E T O P A N D B O T T O M P L A T E S W I T H ( 2 ) S P H . P L A C E A 1 1 2 " ANCHOR BOLT WITH 6" E M B E D M E N T W I T H I N 6 " O F D O U B L E S T U D G R O U P . 10. IN LOCATIONS WHERE S E C O N D F L O O R B E A R I N G W A L L S B E A R O N B E A M S / H E A D E R S B E L O W , I T I S ACCEPTABLE TO DRIL L T H E T H R E A D E D R O D S T H R O U G H T H E H E A D E R A N D F A S T E N T H E B O T T O M OF THE ROD WITH A 3" S Q W A S H E R A N D N U T . CONVENTION A L F R A M I N G N O T E S 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1 .4 X W1 .4 WWM OR 112" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 1. ALL CONVENTIONAL F R A M I N G L U M B E R I S N o . 2 S Y P . TERMITE TREATED SOIL. 2. ALL RIDGE AND VALLE Y B E A M S I Z E S A R E N O T E D O N T H E P L A N S . 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY 3. ALL ROOF RAFTER SIZ E S A R E N O T E D O N T H E P L A N S . FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 4. FASTEN ROOF RAFTER S T O R I D G E B E A M S W I T H ( 4 ) 1 6 d T O E - N A I L S . 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE 5. FASTEN ROOF RAFTER S T O B E A R I N G W A L L S W I T H A S I M P S O N H 2 . 5 A W I T H ( 5 ) 8 d N A I L S I N T O T H E IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. RAFTER AND (5) 8d NAI L S I N T O T H E T O P P L A T E . 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR 6. FASTEN ROOF RAFTE R S T O S L E E P E R W I T H S I M P S O N H 3 W I T H ( 5 ) 8 d N A I L S I N T O T H E R A F T E R MECHANICAL TRADES BEFORE CONCRETE IS PLACED. AND (5) 8d NAILS INTO T H E S L E E P E R . 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 7. FASTEN HEEL OF RAFT E R T O C E I L I N G J O I S T W I T H ( 4 ) 1 6 d N A I L S . GREATER. 8. HIP RIDGE BEAMS TO H O R I Z O N T A L R I D G E B E A M W I T H S I M P S O N A 3 5 W I T H ( 1 2 ) 8 d X 1 - 1 / 2 " N A I L S . 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". E N G I N E E R F O R A P P R O V A L P R I O R T O I N S T A L L A T I O N . A C C E P T A B L E E P O X Y P R O D U C T S A R E : H I L T I H Y 1 5 0 , H I L T I H S E 2 4 2 1 , S I M P S O N S T R O N G - T I E S E T O R A P P R O V E D E Q U A L . I N U S I N G T H E A B O V E P R O D U C T S , F O L L O W S T R I C T L Y T H E M A N U F A C T U R E R ' S S P E C I F I C A T I O N S A N D D I R E C T I O N S F O R M I X I N G A N D A P P L I C A T I O N . H E E D A L L L A B E L W A R N I N G S . I N S T A L L I N A C C O R D A N C E W I T H A P P L I C A B L E S A F E T Y L A W S . 3 . A L L E P O X Y A N D E P O X Y G R O U T S H A L L D E V E L O P A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 8 , 0 0 0 P S I A N D T E N S I L E S T R E N G T H O F 2 , 3 0 0 P S I . 4 . A L L H O L E S S H A L L B E D R I L L E D W I T H A D I A M E T E R N O L A R G E R T H A N 1 1 8 " G R E A T E R T H A N T H E D I A M E T E R O F T H E S T E E L M E M B E R B E I N G I N S T A L L E D . 5 . A L L H O L E S S H A L L B E C L E A N E D W I T H C O M P R E S S E D A I R A N D S H A L L B E D R Y P R I O R T O I N S T A L L A T I O N O F E P O X Y . H O L E S S H A L L B E F R E E O F A L L D E L E T E R I O U S M A T E R I A L S U C H A S L A I T A N C E , D U S T , D I R T , A N D O I L . 6 . C O N T R A C T O R P E R F O R M I N G E P O X Y W O R K S H A L L B E A N A P P R O V E D C O N T R A C T O R B Y T H E M A N U F A C T U R E R F U R N I S H I N G T H E E P O X Y M A T E R I A L S , A N D S H A L L H A V E N O L E S S T H A N F I V E Y E A R S E X P E R I E N C E I N T H E V A R I O U S T Y P E S O F E P O X Y R E L A T E D W O R K R E Q U I R E D I N T H I S P R O J E C T . A N O T A R I Z E D C E R T I F I C A T I O N F R O M T H E M A N U F A C T U R E R A T T E S T I N G T O T H E T R A I N I N G S H A L L B E S U B M I T T E D T O T H E E N G I N E E R / A R C H I T E C T A L O N G W I T H T H E P R O P O S A L T O D O T H E W O R K . S H E A T H I N G N O T E S F O R W A L L S H E A T H I N G : 1 . F O R S T U C C O A N D S T O N E : M I N P , " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D V E R T I C A L L Y , O R M I N m " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D H O R I Z O N T A L L Y , T O W A L L F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2 . F O R A L L O T H E R V E N E E R : M I N m " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D V E R T I C A L L Y O R H O R I Z O N T A L L Y , T O W A L L F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D ( B L O C K E D P A N E L E D G E S ) O R 6 " O . C . E D G E A N D F I E L D ( U N B L O C K E D P A N E L E D G E S ) . 3 . F O R C U R V E D W A L L S : T W O ( 2 ) L A Y E R S O F ¾ " P L Y W O O D . F A S T E N W I T H 1 0 d N A I L S A T 6 " O . C . O N E D G E A N D 1 2 " O . C I N F I E L D . O U T E R L A Y E R O F P L Y W O O D P A N E L E D G E S M U S T B E L A P P E D 2 4 " M I N W I T H I N N E R L A Y E R . S H I M F R A M I N G A S N E E D E D F O R T I G H T F I T . F O R R O O F S H E A T H I N G : 1 . F O R S H I N G L E A N D M E T A L R O O F : M I N m " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D P E R P E N D I C U L A R T O R O O F F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2 . F O R T I L E R O O F : M I N P , " P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D P E R P E N D I C U L A R T O R O O F F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 3 . S I N G L E C L I P P A N E L E D G E S . I N S T A L L P A N E L S C O N T I N U O U S O V E R T W O O R M O R E S P A N S W I T H S T A G G E R E D E N D J O I N T S . W H E R E P A N E L S A R E I N S T A L L E D O V E R S I N G L E S P A N S D U E T O F I E L D C O N D I T I O N S , B L O C K P A N E L S A T 1 2 " O . C . F O R F L O O R D E C K I N G : 1 . M I N i " T & G O S B O R P L Y W O O D , S P A N R A T I N G 4 8 1 2 4 , I N S T A L L E D P E R P E N D I C U L A R T O F L O O R F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2 . U S E O F A P A R A T E D S T U R D - I - F L O O R I S A L L O W E D W I T H A M I N I M U M S P A N R A T I N G O F 4 8 1 2 4 A N D M I N I M U M ¾ " T H I C K N E S S . 9. FASTEN RIDGENALLE Y B E A M T O W A L L W I T H ( 1 ) M S T A 2 4 W I T H ( 1 1 ) 1 0 d N A I L S I N V A L L E Y B E A M , F O R P O R C H C E I L I N G S H E A T H I N G : 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1112" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FILLED. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d=0.131"x2-1/2" 10d =0.148"x3" 12d =0.148"x3-1/4" 16d = 0.162" X 3-112" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. BEARING CONDITION ONE STORY TWO STORY NOTES EXTERIOR WALL STUD SPACING BRITTLE FINISH WALL HEIGHT (U360) STUD SIZE AND GRADE 8 FT 9FT 10 FT 11 FT 12 FT 2X4 SPF STUD 16 12 X X X 2X4 NO.2 SPF 16 12 X X X 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 2X4 SPF STUD 16 12 .>< >< .>< 2X4 NO.2 SPF 16 12 >< X X 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 FLEXIBLE FINISH WALL HEIGHT (U120) 8FT 9 FT 10 FT 11 FT 16 16 >< >< 16 16 16 12 16 16 16 16 16 12 ><. .>< 16 16 12 X 16 16 16 16 1. ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. 12 FT X >< 16 .>< X 16 (11) INTO STUD BELOW . 1 . M I N i " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 0 , I N S T A L L E D P E R P E N D I C U L A R T O C E I L I N G F R A M I N G . 10. 2X6 No.2 SYP COLLAR T I E S T O B E A P P L I E D . F A S T E N E A C H E N D W I T H ( 6 ) 1 6 d N A I L S . B O T T O M O F COLLAR TIES TO BE N O L O W E R T H A N 1 1 3 T H E D I S T A N C E F R O M T H E T O P P L A T E T O T H E P E A K . 11. ALL SLEEPERS ARE F A S T E N E D T O E X I S T I N G F R A M I N G W I T H ( 4 ) 1 6 d N A I L S A T E A C H INTERSECTION OF SLE E P E R A N D E X I S T I N G F R A M I N G . ~ ¥ LOAD TABLE ROOF: LIVE LOAD: DEAD LOAD: CEILING: LIVE LOAD: LIVE LOAD-STORAGE: DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: S L E E P E R R O O F R A F T E R R I D G E B E A M C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S 2 0 . 0 P S F 7 . 0 P S F E F F E C T I V E A R E A , S F 0 . 0 P S F 0 - 2 0 3 0 . 0 P S F 5 . 0 P S F 2 0 - 5 0 5 0 - 1 0 0 4 0 . 0 P S F 1 0 . 0 P S F 1 0 0 - 2 0 0 5 0 . 0 P S F 1 3 0 M P H C 1 . 0 I I 0 . 1 8 8 : 1 2 E N D Z O N E S , P S F I N T E R I O R Z O N E S , P S F 2 4 . 4 - 3 2 . 0 2 4 . 4 - 2 6 . 6 2 2 . 9 - 2 8 . 8 2 2 . 9 - 2 5 . 3 2 1 . 6 - 2 7 . 2 2 1 . 6 - 2 4 . 0 2 0 . 8 - 2 4 . 4 2 0 . 8 - 2 2 . 9 F A S T E N W I T H 8 d N A I L S A T 3 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . S H E E T I N D E X G E N E R A L N O T E S S 1 . 0 1 F O U N D A T I O N P L A N A N D D E T A I L S S 2 . 0 1 F I R S T L E V E L F R A M I N G P L A N S 2 . 0 2 S E C O N D L E V E L F R A M I N G P L A N S 3 . 0 1 F R A M I N G D E T A I L S S 3 . 0 2 F R A M I N G D E T A I L S # 5 R E I N F O R C E M E N T , D R I L L E D A N D E P O X I E D U S I N G S I M P S O N S E T A D H E S I V E . S P A C E B A R A T 4 8 " O . C . 1 0 " X 1 0 " C O N T I N U O U S F O O T I N G W I T H ( 1 ) # 5 B A R C O N T I N U O U S . j - - - - - - - - - - - - - - - 7 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - + - - - ~ _ _ _ _ ± _ _ _ _ + : - ~ 7 , - - - - - - - - - - - - - - - - - - - - - - - - - 7 ' I I t - + - ' ' I ' I ' I I I ' ' I - - - - - - - - - - - - - - - - - r - - 7 : i i I I ' I ' I ' - 4 - . 1 + ' ' I I I I I ' ' I I ~ 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I . . . l . . l 1 + ' I I I ' : : I : I I I : I I ' I I I I I I . . . , . . , , - , - I I I : I I I I I I I : I ' ' I . . . . : . . . . l I ~ I I I : I ~ _ _ _ . 1 _ . , . . _ - - - ; . . . _ _ _ , ' - - 1 - ' + - , _ _ . ■ I : ~ : : : 1 : : - + f 1 r - t - I 1 - _ J : I L _ _ J _ j I : ' I I E X I S T I N G C O N C R E T E I S L A B A N D F O O T I N G 0 4 ~ 1 ~ _ N D A T I O N P L A N I 4 - 1 I ! ' ' S 1 . 0 1 0 C l a . ; : a . C l < ( C l > - ; : " ' C l a , ~ " > - ~ w C l ' . - 0 6 N z < ( t - z ~ w " . c " E z 0 a ( ) z 0 . c i = C l ' . 0 a . 0 7 i i ' u _ ( ) 0 ( / ) w w = > 0 ( / ) ~ , ; z - w ( . ) " ' z L U " ' w N C l ) u N a . . 0 ~ " ' - - . . . J . . . J C l ) I - L L . . . J I - w 0 : i : : : - u I c : : : 0 < a . . L L L U C l ) L U C l : ' . C i l w z < u : : : i C ' . 0 C i l I - - " ' z ~ : ! : " ' < N . . . J w N I - I < I - 0 > , N 0 . c ' ) I > , A ' C J j ~ " ' . c C l ' . " ; : 0 ~ u _ e C l . . 6 ~ w m C l " - - ; ~ ~ " - 0 ( ) < ( 0 0 a , N u N , o C : . . , " ' a , . . . . C l : / 1 i i i : C : W < ( . , a . ( ) : , m m e n . . , . . , C : · c · c : 0 0 0 U ) ( ) u : : : u : : : Q ) " " ' 0 ~ , 0 ( . ? ( ) 1 ' i ~ . ! l . . , Q ) · - ~ " O a u _ C : ( / ) - - < ~ a f t s l ! : ! m < i : - " ' 0 " ' m - 0 ' E = g N " ' > . 0 C - ( / ) 0 . . N o ~ " ! @ 0 n : l ~ . . , 7 a , S h e e t N o . S 1 . 0 1 -I □ -EXIST. KITCHEN m Ill = ~ --~ -:;; Ll----""""-------',--0 I 0 I -I ll:'. I Cl I I -I I ::, 'J :;; -OPEN TO ABOVE UP (3) 16" LVL 3:4 VERIFY OR INSTALL I PANTRY I i ~------ ---r I I I I I I I I I I I I I I ! _ _J_ _ _l GARAGE LAUNDRY - I i I o ! I I I I ~82: 1 ! ! ' - I -0~}~-~T LEVEL WALL PLAN / ~ ~ ~ / : - ' \ ~ ~ □ □ S 3 . 0 1 D ' I I I I I I I I I I C 7 3 . 5 " X 1 4 " T J l 5 6 0 F L O O R J O I S T S A T 1 6 " O . C . W I T H M I S - S P A N B L O C K I N G c ~ = = = = = = = = = = ~ = = = = = = = = = = = = = = = = = = = = = ~ ~ 0 . - ~ ~ - ~ N D L E V E L F L O O R P L A N F R A M I N G N O T E S A N D L E G E N D T O P A N D B O T T O M P L A T E M A T E R I A L : 2 x N o . 2 S Y P , U N O . 2 x N o . 2 S P F , U N O . S T U D M A T E R I A L : H E A D E R S : A L L H E A D E R S A R E ( 2 ) 2 x 6 N o . 2 S Y P W I T H T W O K I N G S A N D O N E C R I P P L E , U N O . F A S T E N H E A D E R L U M B E R T O G E T H E R U S I N G ( 2 ) R O W S O F 1 6 d ( 0 . 1 4 8 " X 3 . 5 " ) C O M M O N N A I L S A T 1 2 " O N C E N T E R U S E O S B S H I M S A S N E C E S S A R Y T O M A K E T H E H E A D E R T H I C K N E S S E Q U A L T O T H A T O F T H E W A L L I T I S I N . S E E T H E H E A D E R D E T A I L F O R F A S T E N I N G S P E C I F I C A T I O N S . H E A D E R N O T A T I O N I S : ) - - - - - - N U M B E R O F P L I E S I N H E A D E R / N U M B E R O F K I N G S T U D S ( 2 ) , 2 x 6 , 2 : 1 ~ N U M B E R O F C R I P P L E S T U D S S I Z E O F D I M E N S I O N A L L U M B E R P O R C H / G L U L A M B E A M V / / / Z l 7 7 7 7 7 7 7 Z Z Z Z Z Z A I N T E R I O R B E A R I N G W A L L @ 1 - S T O R Y T H R E A D E D R O D 2 - S T O R Y T H R E A D E D R O D I N D I C A T E S G L A Z I N G C L A S S I F I E D A S E N D Z O N E . A L L O T H E R G L A Z I N G L O C A T E D O N E X T E R I O R O F S T R U C T U R E W I L L B E C L A S S I F I E D A S I N T E R I O R Z O N E . S E E " C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S , " O N C O V E R S H E E T . A B B R E V I A T I O N S : I C R L V L M I R M S R O . C . O S B S I M S P F S P H S Y P T Y P U N O C A N T I N T E R M E D I A T E C R I P P L E S R E Q U I R E D . H E A D E R T O C R I P P L E S W I T H S D W C 1 5 6 0 0 S C R E W S . 1 . 7 5 " W I D E 2 . 0 E T R U S J O I S T 2 . 0 E M I C R O L A M L V L O R E Q U I V A L E N T M I R R O R . M A C H I N E S T R E S S R A T E D L U M B E R . O N C E N T E R . O R I E N T E D S T R A N D B O A R D . S I M I L A R . S P R U C E P I N E F I R . S T R U C T U R A L P A N E L H E A D E R . S O U T H E R N Y E L L O W P I N E . T Y P I C A L . U N L E S S N O T E D O T H E R W I S E . C A N T I L E V E R a , " - ~ - 6 N ~ . c E a z . c 0 7 C l ) a . . - . . . J . . . J - I a . . w : : : i C ' . - ~ s : . . c C l ' . ~ u _ ~ w 0 0 C l a . ; : a . C l < ( C l > - ; : " ' C l ~ > w C l ' . D z < ( I - z w : ; ; : ; ; z 0 ( ) 0 ; : : C l ' . a . 0 i i ' u _ ( ) 0 ( / ) w w : : , 0 ( / ) ~ 0 z - w ( . ) z L U w u 0 ~ - C l ) I - I - w 0 c : : : 0 u . C l ) L U C l : ' . z < 0 C i l " ' : ! : " ' N w N I I - s : . . c A ' C J j ~ " ; : e C l m C l C . ~ C . ( ) < ( z . . . J < ( w . . . J > a . . ~ C 9 I - ~ e n ~ ~ ~ L L 0 u C : C l C : . , : , e n C : 0 U ) ( ) Q ) " " ' ~ ( . ? ~ Q ) " O C : - < ~ < i : 0 N 0 N @ S h e e t N o . " ' " ' N N " ' . . . J u . : i : : : u < L U C i l u I - z < . . . J I - < 0 N 0 ' ) I " ' 0 . . 6 - ; ~ 0 a , N N ' ° . . , " ' a , . . . . : / 1 i i i : W < ( a . ( ) m m . . , . . , · c · c : 0 0 u : : : u : : : 0 " ' ( ) 1 ' i . ! l . . , · - ~ a u _ ( / ) - a f t s l ! : ! m - " ' 0 " ' m - ' E = g " ' > . C - ( / ) 0 . . o ~ " ! 0 n : l ~ " ' 7 a , S 2 . 0 1 □ (2) 2X6 2:1 (2) 2X6 2:1 SITTING GUEST/OFFICE I I I --+-+-+-+-+-+-t lf'W~2) 2X6 2:1 I a I I I I I I I I I I I I I I I I I I Bf\TH (2) 2X6 2:1 o o (2) X6 2:1 r-----------------------------1 I I I I (2) 2X6 2:1 O.~S-~ND LEVEL WALL PLAN TOP PLATE HEIGHT: 6'-6" !½½½½½½/Al TOP PLATE HEIGHT: 8'-1Y," ~ ~ P . ~ ( 2 1 2 X 1 2 _ / ~ ' ~ l ' 2 x r 2 [ : : : : : : 1 ! ~ ! ! , I i r D O U B ~ E 1 R A F f T E R A N D C E I L I N G ' f l I i i J O I S T , i i l j c q M M O N R I D G E E N D S ~ - - ~ ~ - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ J - , _ - _ - _ j - - - - - - - - - - - - ~ ~ - - ~ 1 1 1 r - - - - - - - - - - - - - - - - - - - - - , I I I I I I I I I I I I I I I I I I I R A I E R S S P A N - - - - - - • - - - - - R A F l ! ~ R S S P A N - - - + - ' - ' I I I I L _ _ _ 1 _ ~ = = = - - 1 _ _ _ 1 _ = - - - - - - - ~ ~ ( 2 ) 2 X 1 2 I I I 7 I - - - - - - - · ~ - - - - - - - - - - - - - - " i S 3 . 0 2 - - - - - - - - 1 . . . - - - - - - - ; - , . . - - - 1 - - - - - - - - - - - - - - - , - r - - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . ~ - - - - - = - - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - : : . - = - - - - - - - - - - - - - - - - 1 1 - : . - : . - : . 1 - - \ - - - B E J U B f f i R A J T E R A N D C E I L I N G 1 ~ - - - - - - - - - - - - - - - - - - - - I I I I ' I I I I I r 2 ) 2 X 1 2 \ I I I I i J O I S T C Q M M O N R I D G E E N D S r ( 2 ) 2 X 1 2 1 I Z I I ( / ) ~ ! I I I f f i I [ : : : : : : 1 , - - : ✓ - " = - - + " = • ' 1 i 1 - - r - - I : I \ _ I I : : I ( 2 ) 9 . 5 " L V L - 1 1 1 1 : I I I 1 , } ' - - - - - - - - ' 1 - 1 ( 2 ) 2 X 1 2 R A F T E R 1 1 - - - - - - - - - - - ~ , I I ~ , - - - - - - - - , • ' - - - ~ - - - - - - - - - ~ - - ~ , - - - - - - - - - - - - - - - - - - - - L - - - - - - - ~ - - - - - - - - ~ - - - - - - - - J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 . - ~ S - ~ N D L E V E L R O O F P L A N N O T E : F R A M E M A I N R O O F W I T H 2 X 1 2 N O . 2 S Y P R A F T E R S A T 2 4 " O . C . A N D 2 X 1 0 N O . 2 S Y P C E I L I N G J O I S T S . B O T T O M O F C E I L I N G J O I S T A T 9 ' - 0 " A B O V E S E C O N D F L O O R F F E . S E E A R C H . A L L R I D G E / H I P N A L L E Y B E A M S A R E 2 X 1 2 N O . 2 S Y P U N O . O ~ - ~ 9 , F O V E R F R A M E P L A N F R A M I N G N O T E S A N D L E G E N D T O P A N D B O T T O M P L A T E M A T E R I A L : 2 x N o . 2 S Y P , U N O . 2 x N o . 2 S P F , U N O . S T U D M A T E R I A L : H E A D E R S : A L L H E A D E R S A R E ( 2 ) 2 x 6 N o . 2 S Y P W I T H T W O K I N G S A N D O N E C R I P P L E , U N O . F A S T E N H E A D E R L U M B E R T O G E T H E R U S I N G ( 2 ) R O W S O F 1 6 d ( 0 . 1 4 8 " X 3 . 5 " ) C O M M O N N A I L S A T 1 2 " O N C E N T E R U S E O S B S H I M S A S N E C E S S A R Y T O M A K E T H E H E A D E R T H I C K N E S S E Q U A L T O T H A T O F T H E W A L L I T I S I N . S E E T H E H E A D E R D E T A I L F O R F A S T E N I N G S P E C I F I C A T I O N S . H E A D E R N O T A T I O N I S : - - - - - - N U M B E R O F P L I E S I N H E A D E R t N U M B E R O F K I N G S T U D S ( 2 ) , 2 x 6 , 2 : 1 ~ N U M B E R O F C R I P P L E S T U D S S I Z E O F D I M E N S I O N A L L U M B E R P O R C H / G L U L A M B E A M V / / / Z l 7 7 7 7 7 7 7 Z Z Z Z Z Z A I N T E R I O R B E A R I N G W A L L ® 1 - S T O R Y T H R E A D E D R O D 2 - S T O R Y T H R E A D E D R O D I N D I C A T E S G L A Z I N G C L A S S I F I E D A S E N D Z O N E . A L L O T H E R G L A Z I N G L O C A T E D O N E X T E R I O R O F S T R U C T U R E W I L L B E C L A S S I F I E D A S I N T E R I O R Z O N E . S E E " C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S , ' ' O N C O V E R S H E E T . A B B R E V I A T I O N S : I C R L V L M I R M S R O . C . O S B S I M S P F S P H S Y P T Y P U N O C A N T I N T E R M E D I A T E C R I P P L E S R E Q U I R E D . H E A D E R T O C R I P P L E S W I T H S D W C 1 5 6 0 0 S C R E W S . 1 . 7 5 " W I D E 2 . 0 E T R U S J O I S T 2 . 0 E M I C R O L A M L V L O R E Q U I V A L E N T M I R R O R . M A C H I N E S T R E S S R A T E D L U M B E R . O N C E N T E R . O R I E N T E D S T R A N D B O A R D . S I M I L A R . S P R U C E P I N E F I R . S T R U C T U R A L P A N E L H E A D E R . S O U T H E R N Y E L L O W P I N E . T Y P I C A L . U N L E S S N O T E D O T H E R W I S E . C A N T I L E V E R a , " - ~ - 6 N ~ . c E a z . c 0 7 ( / ) z 0 ~ > U J C l ' . C l ) a . . . . . J . . . J - I a . . w : : : i C ' . - ~ s : . . c C l ' . ~ u . ~ U J " 0 C l a . ; : l l . C l < ( C l > - ; : " ' C l U J > U J C l ' . 0 z < ( t - z U J " " z 0 ( ) 0 i = C l ' . l l . 0 i i ' u . ( ) 0 ( / ) U J U J = > 0 ( / ) ~ 0 ' : ' " ' 0 U J 0 - ~ 0 z w ( . ) z L U w u 0 ~ - C l ) I - I - w 0 c : : : 0 L L C l ) L U C l : ' . z < 0 C i l " ' : ! : " ' N w N I I - s : . . c A ' C J j ~ " ; : e C l m C l C . ~ C . ( ) < ( . . . J z ~ : 5 w a . . . . . J C ) O z Z - 0 ~ f d ~ e n L L 0 u C : C l C : . , : , e n C : 0 U ) ( ) Q ) " " ' ~ ( . ? ~ Q ) " O C : - < ~ < i : 0 N 0 N @ S h e e t N o . " ' " ' N N " ' . . J L L : i : : : u < L U C i l u I - z < . . J I - < 0 N 0 ' : ' " ' 0 . . c l - ; ~ " a , N N ' ° . . , " ' a , , . _ : / 1 i i i : W < ( l l . ( ) m m . . , . . , · c · c 0 0 u : : : u : : : 0 " ' ( ) 1 ' i . ! l . . , · - ~ a u . ( / ) . a f t s l ! : ! m - " ' 0 " ' m - ' E = g " ' > . C - ( / ) 0 . . o ~ " ! 0 n : l ~ " ' 7 a , S 2 . 0 2 ROOF RAFTER. SEE PLAN FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. ¾" ALL THREAD CONNECTORS. SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. • ALTERNATE HURRICANE TIE-DOWNS" • TOP PLATE TO STUD: SDWC15600 AT32"O.C. • STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. • STUDS TO STUDS BELOW WITH MSTAM36 AT 32" O.C. ~ 14" FLOOR SYSTEM. SEE PLAN. EXISTING WALL FRAMING. VERIFY OR INSTALL 2x SPF STUDS AT 16" O.C. VERIFY OR INSTALL¾" ALL THREAD CONNECTORS. SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. • ALTERNATE HURRICANE TIE-DOWNS" • TOP PLATE TO STUD: SDWC15600 AT32"O.C. • STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. VERIFY 2x NO. 2 SYP PT BOTTOM PLATE WITH 1/2" ANCHOR BOLTS WITH AT EACH SIDE OF BOTTOM PLATE SPLICES AND AT 48"O.C. EXISTING FOOTING. 0 ~~!.CAL WALL SECTION 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. 2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. -' ' ' ' ' ' . ' ' ' ' - - - ' - - . , - - - - - - ~ L - - - - - - - - ' , - - - - - - - - - , . _ _ _ _ ~ I ' - - ~ ' " ' r - - - - - . . _ v L - - - - - - - E D G E O F A L L T H R E A D W A S H E R M U S T B E W I T H I N 3 " O F T H E H E A D E R K I N G S T U D , T Y P B O T H S I D E S O F O P E N I N G . ~ - - - - - - - - - - - - H E A D E R S O V E R 6 ' - 0 " L O N G : I N S T A L L S P H A T 2 4 " O . C . F R O M T O P P L A T E T O H E A D E R . " ~ N O . 2 S Y P H E A D E R , T Y P . S E E P L A N S F O R S I Z E , P L I E S , A N D N U M B E R O F K I N G S A N D - C R I P P L E S . - / r - - - - - - - . ~ K I N G S T U D S & C R I P P L E S : ( 6 ) 1 6 d - B E T W E E N A D J A C E N T K I N G S T U D S A N D C R I P P L E S . P L A C E 1 / 2 " A N C H O R B O L T S P E R L - - - - - ' V - T H E T Y P I C A L W A L L S E C T I O N . F L O O R T R U S S S Y S T E M B Y O T H E R S . 0 Y4~~~CA L H E A D E R F R A M I N G D E T A I L NOTES 1. IF OPENINGS ARE LOC A T E D B E T W E E N S T A N D A R D A L L T H R E A D S P A C I N G , N O A D D I T I O N A L CONNECTORS ARE REQ U I R E D F O R T H E H E A D E R , C R I P P L E S , K I N G S O R T O P P L A T E . " ~ ~ , " ? ' , " - 7 ' - " ' - 7 ' , " ! - ~ , _ , - - - - - - C V , , " . . • . . . : • . · . . . - . ~ / : > , · · . < : . : • . ~ : ' [ > > _ . b _ ' . . . ' . . · . . . . • . . . ; . . . . - ~ - - . . . . · - • · · · · · ' ~ . " " . . · , " ' · . " . ' ' ' • . ' ' ' • • ' , . ' - ~ . ' • . ' ' • • · , • I ' ' ' . ' ' . I > ' ~ I > ; ' ~ ' . ' . , · ' t > : _ t > m l I l n i l 1 1 1 1 1 1 1 1 m l 1 1 1 i r l l i n f f i 1 I J n i i l l n i l l J 1 1 1 1 1 T T l 1 1 1 f f i t " : : l 1 1 = 1 I = 1 1 1 = 1 I l = I I I = 1 1 1 - 1 I 1 - = 1 1 1 = 1 = = 1 1 1 1 1 ' . . . • - - / - - - V V v v ~ • ~ ~ e : i r - - - - - - - - - I ' - - - - ? " ' ~ v - [ e : i E X I S T I N G T O P P L A T E A N D W A L L F R A M I N G . E X I S T I N G H E A D E R F I L L O P E N I N G S W I T H 2 X 4 N O . 2 S P F S T U D S A T 1 6 " O . C . F A S T E N T O H E A D E R / F R A M I N G A B O V E A N D B O T T O M P L A T E B E L O W W I T H ( 4 ) 1 0 d T O E - N A I L S . W H E R E D O O R S / W I N D O W S E X I S T , U S E 2 X 4 B U C K . F A S T E N E A C H E N D W I T H ( 4 ) 1 0 d T O E - N A I L S . 2 X 4 P T N O . 2 S Y P B O T T O M P L A T E . F A S T E N T O E X I S T I N G S L A B W I T H 1 / 4 " T A P C O N S A T 6 " 0 . C . I N - F I L L C O N C R E T E U P T O F I N I S H E D F L O O R E L E V A T I O N E X I S T I N G F O U N D A T I O N © Y Y , ~ ~ L F I L L D E T A I L ~ ' - - . . . - - - - - - - - - - - ; ~ - - - - - - - - - - - - - - - - - - - - - • ~ ~ ~ - - - - - - - - - - - ~ - / - - ~ r - - - - - - - , ~ v ~ V J W • • • • • - ~ S P H W I T H ( 1 0 ) 8 d A T 2 4 " O . C . I N H E A D E R , M I N I M U M ( 2 ) P E R H E A D E R T O P P L A T E P E R T Y P I C A L W A L L S E C T I O N . N O . 2 S Y P H E A D E R , T Y P . S E E P L A N S F O R S I Z E , P L I E S , A N D N U M B E R O F K I N G S A N D C R I P P L E S . C R I P P L E S T O H E A D E R W I T H M S T A 1 8 W I T H ( 6 ) 1 0 d I N H E A D E R , ( 8 ) 1 0 d I N C R I P P L E K I N G S T U D S & C R I P P L E S : ( 6 ) 1 6 d B E T W E E N A D J A C E N T K I N G S T U D S A N D C R I P P L E S . A L L C R I P P L E S A N D K I N G S T O B O T T O M P L A T E W I T H W I T H S D W C 1 5 4 5 0 . B O T T O M P L A T E T O T R U S S O R G I R D E R B E L O W W I T H S D S 2 5 3 1 2 A T 1 2 " O . C . O R ( 2 ) S D S 2 5 3 1 2 A T E A C H T R U S S I N T E R S E C T I O N . • • · . • • " ' ? " ' • ' , . · . ' . ' ' , , • ' ' . I > _ * ' ' ~ i l l . . . 1 1 . ? T O P P L A T E T O H E A D E R : S S P O R S D W C 1 5 6 0 0 A T 1 6 " o . c . E X I S T I N G T O P P L A T E T O R E M A I N . . . . . ' ' 1 1 K I N G S T U D S T O T O P A N D • 1 1 B O T T O M P L A T E W I T H S S P O R ' S D W C 1 5 6 0 0 . · _ _ U _ N E W H E A D E R . S E E P L A N F O R - - - - S I Z E , K I N G S A N D C R I P P L E S . C R I P P L E S T O H E A D E R : M S T A 1 8 W I T H ( 6 ) 1 0 d I N - - H E A D E R , ( 8 ) 1 0 d I N C R I P P L E - - O P E N I N G B U C K S A S N E E D E D , F A S T E N A T E N D S W I T H ( 3 ) 1 0 d T O E - N A I L S . C R I P P L E S / K I N G T O B O T T O M P L A T E W I T H S S P O R S D W C 1 5 4 5 0 . 1 / 2 " X 6 " T I T E N H D S C R E W S N O F U R T H E R T H A N 3 " A W A Y , , _ , _ F R O M C R I P P L E S T U D S . . . . . . . . . · , ' , . • ' • • ' ' . ' ' . · • ' " • ' . ' . ' . ' ' ' . ' ' I > ' , ' ' • ' • , . ' ' ' ' · . ' ' ' k E X I S T I N G F O O T I N G T O • ' , , ' R E M A I N ' . . ' I > . t > . ' ' . • ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 1 1 1 1 1 1 1 1 1 1 l f l I I l = = I 1 1 - 1 1 , - , I 1 - 1 I I . . ; _ 1 1 " 1 1 1 1 " 1 1 1 1 " 1 1 1 I I 1 1 1 , I I 1 1 1 , I I I © ~ - ~ ~ - ~ E R F R A M I N G D E T A I L , , . , • • I ' - . ' . . " " . ~ . ' ' ~ ' . I ' - - - . " ' ? v , , v . , . , - v , ' . ' ' ' • ' ' ' ' ' . . t > ' t > I . . . i l l . ~ l l ~ ~ ~ ~ ~ V " - - - - - - - v v ' • ' , . ' . . ' ' B E W I T E D G E O F A L L T H R E A D W A S H E R M U S T H I N 3 " O F T H E H E A D E R K I N G T Y P B O T H S I D E S O F O P E N I N G . S T U D , T O P P L A T E T O G A R A G E H E A D E R E C T I O N : S I M P S O N S P H A T 2 4 " T H ( 1 2 ) 1 0 d X 1 - 1 / 2 " C O M M O N S . C O N N O . C . W I I ' - - - T O P P L A T E T O K I N G S T U D C O N N E C T I O N : ( 2 ) S I M P S O N S P H W I T H d X 1 - 1 / 2 " C O M M O N S A T E A C H ( 1 2 ) 1 0 E N D O F H E A D E R . I ' - - - - _ G A R A G E D O O R H E A D E R . S E E v - v - F R A M I N G P L A N S F O R S I Z E , P L I E S , E R O F K I N G A N D C R I P P L E N U M B S T U D S F A S T E N A D J A C E N T S T U D S W / ( 2 ) R O W S 1 0 d C O M M O N N A I L S @ 8 " O . C . , S T A G G E R E D . F A S T E N 7 / 1 6 " O S B T O I O R O F R E T U R N S & A B O V E E X T E R D O O R W I 8 d @ 3 " O . C . O N E D G E , 1 2 " F I E L D . O . C . I N L T T l 3 1 F O R G A R A G E H E A D E R G R I P P L E S . A L L H O L E S F I L L E D W I T H I L S . 1 0 d N A G A R A G E S L A B t = : : 1 1 1 ; I I I = ~ 1 1 i ' 1 1 1 1 1 1 1 J J . . . i l l , . . 1 1 1 © Y 4 ~ ~ ~ C A L G A R A G E O P E N I N G D E T A I L a , " - ~ - 6 N ~ . c E a z . c 0 7 ( / ) z 0 ~ > U J C l ' . C l ) a . . . . . J . . . J - I a . . w : : : i C ' . - ~ s : . . c C l ' . ~ l L ~ U J " 0 C l a . ; : a . 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FASTEN TO RAFTER WITH (4) 16d NAILS. 1--.,L---"-.c-- - -1----------=:s.__-- - -CEILING HT. ------===='---'- J I ! - ± 9'-0" A.F.F. -+--- - - - - - - - T O P P L T . ~ 6 1 - 6 1 1 A . F . F . 0~~S.!ION AT ROOF / / / / / / / / / / / 2 X 8 O V E R F R A M E R A F T E R S A T 2 4 " O . C . C E I L I N G H T . ± 9 ' - 0 " A . F . F . _ _ _ _ _ _ T . : _ O : : . : . . _ P . : _ P . = L . : _ T · c . _ _ _ 4 ( ) 1 A - 8 ' - 1 Y , " A . F . F . " f ( 2 ) 9 . 2 5 " L V L B E A M . F A S T E N T O D O U B L E R A F T E R A T B O T H E N D S W I T H H U C 4 8 . / / T O P P L T . ~ - i ; . J - - H : . _ : : : c , . _ _ _ _ - - - - - - _ _ , . _ _ - - _ : _ : : : . _ : _ : : _ : _ : _ - - - - - ' - A - , , , . , , , . , , , I " " " = 6 ' - 6 " A . F . F . , , , . , , , , , , I I I I I L 1 - - o . . - J f - - - - - j 1 ' - 4 " _ _ , , 2 X 8 S Y P C E I L I N G J O I S T S A T 2 4 " O . C . 2 x S P F A T 1 6 " O . C . F A S T E N S T U D S T O T O P P L A T E W I T H S D W C 1 5 6 0 0 . F A S T E N S T U D S T O B O T T O M P L A T E W I T H S D W C 1 5 4 5 0 . F A S T E N B O T T O M P L A T E T O F L O O R J O I S T S W I T H ( 2 ) S D W C 1 5 4 5 0 A T E A C H J O I S T I N T E R S E C T I O N . C A N T I L E V E R F L O O R J O I S T . S E E P L A N . F A S T E N T O E X I S T I N G W A L L W I T H H 3 . F A S T E N T O J O I S T W I T H M I U 3 . 5 6 / 1 4 . E X I S T I N G F I R S T F L O O R W A L L . © ~ ~ S . ! I O N A T R O O F R O O F R A F T E R . S E E P L A N F O R S I Z E A N D S P A C I N G . T O P P L T . ~ 6 ' - 6 " A . F . F . S E E C O N V E N T I O N A L F R A M I N G N O T E S F O R R A F T E R T O T O P P L A T E F A S T E N I N G . 2 x S P F A T 1 6 " O . C . F A S T E N S T U D S T O T O P P L A T E W I T H S D W C 1 5 6 0 0 . F A S T E N S T U D S T O B O T T O M P L A T E W I T H S D W C 1 5 4 5 0 . F A S T E N B O T T O M P L A T E T O F L O O R J O I S T S W I T H ( 2 ) S D W C 1 5 4 5 0 A T E A C H J O I S T I N T E R S E C T I O N . B L O C K I N G B E T W E E N F L O O R J O I S T S F O R S E C O N D F L O O R W A L L B E A R I N G . F A S T E N B O T H E N D S W I T H I U S 3 . 5 6 1 1 4 . 1 4 " F L O O R S Y S T E M . S E E P L A N . © ~ ~ S . ! I O N A T W A L L 0 a . a . < ( > - " ' a , " - ~ - 6 N ~ . c E z a z 0 . c i = 0 a . 7 i i ' ( ) ( / ) U J 0 U J ( / ) ~ z 0 ~ > 0 U J z C l ' . C l ) a . . . . . . J . . . . J - I a . . w : : : i C ' . - ~ C l ; : C l C l ; : C l U J > U J C l ' . 0 z < ( t - z U J " " 0 ( ) C l ' . 0 u _ 0 U J = > ( / ) ~ 0 ' : ' " ' 0 0 - - w ( . ) z w 0 - C l ) w c : : : C l ) z 0 : ! : w I I - C J ) _ J - ~ w 0 C J z - ~ ~ L L u U ) - < S h e e t N o . " ' l l J " ' N u N ~ " ' _ J I - L L . I - 0 : i : : : 0 u < L L . l l J l l J C l : ' . C i l < u C i l I - " ' z " ' < N _ J N I - < 0 a , N N ' ° C : . . , " ' C l a , . . . . : / 1 i i i : C : W < ( . , a . ( ) : , m m e n . . , . . , C : · c · c : 0 0 0 ( ) u : : : u : : : Q ) " " ' 0 ~ " ' ( . ? 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