The URL can be used to link to this page

1205 Hibiscus St ACC21-0053 Detached Garage, Guest RoomOWNER:ADDRESS:CITY:STATE:ZIP: HUTCHCRAFT WILL J 1205 HIBISCUS ST ATLANTIC BEACH FL 32233-2609 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171058 0100 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1205 HIBISCUS ST ACCESSORY SINGLE OR TWO FAMILY ACCESSORY DETACHED GARAGE AND GUEST ROOM $63240.22 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: 11/22/2021 PERMIT NUMBER ACC21-0053 ISSUED: 11/22/2021 EXPIRES: 5/21/2022 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $336.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $168.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.56 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.04 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $641.60 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 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. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 11/22/2021 PERMIT NUMBER ACC21-0053 ISSUED: 11/22/2021 EXPIRES: 5/21/2022 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $641.60 ACC21-0053 Address: 1205 HIBISCUS ST APN: 171058 0100 $641.60 BUILDING $336.00 BUILDING PERMIT 455-0000-322-1000 0 $336.00 BUILDING PLAN REVIEW $168.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $168.00 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $12.60 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.56 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.04 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R18104 $641.60 Printed: Monday, November 22, 2021 9:17 AM Date Paid: Monday, November 22, 2021 Paid By: HUTCHCRAFT WILL J Pay Method: CREDIT CARD 549268239 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R18104 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION DJA 9/08/16 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 CALCULATING MINIMUM FINISH FLOOR ELEVATION (FFE) Depending on the location, the minimum Finish Floor Elevation (FFE) for new construction is calculated three different ways in the City of Atlantic Beach. A proposed site plan is necessary to calculate FFE. The final minimum FFE must be the highest of the three methods. NON FLOOD ZONES: 1. City of Atlantic Beach. Per COAB LDR, Section 24-251(c), the minimum FFE, in the City of Atlantic Beach, is 7.5 feet above mean sea level (NAVD 1988). 2. Florida Building Code. Per FBC-R 403.1.7.3, the FFE must extend above the elevation of the street gutter 1-FOOT plus 2% slope (HEIGHT ABOVE STREET) (See examples in table below) HEIGHT ABOVE STREET: 2% at 20 feet from street = .4 feet Total height above street = 1.4 feet 2% at 30 feet from street = .6 feet Total height above street = 1.6 feet 2% at 40 feet from street = .8 feet Total height above street = 1.8 feet In non-flood zones, minimum FFE must be above 7.5 feet (NAVD) and at least the appropriate HEIGHT ABOVE STREET in front of the building, whichever is higher. FLOOD ZONES: 3. Per COAB LDR, Section 24-251(c), the FFE must be 2.5 feet above the Base Flood Elevation (BFE) or, in an A Zone, 4.5 feet above the highest adjacent grade and at least the appropriate HEIGHT ABOVE STREET, whichever is higher. The BFE for any location can be found on the 7/29/2016 Flood Insurance Rate Map (FIRM). * Other Code provisions may apply. ACC21-0053 ~·.iir1?., Building Permit Application <' ~ City of Atlantic Beach Building Department ,, .. .. ' 800 Seminole Road, Atlantic Beach, FL 32233 ,.,~ Phone: (904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 uALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED . Job Address : /Z ()$ fl i 6~~ S S-/: Permit Number: __________ _ Legal Description Ltrl'" Sile . :ti\«k: '2,!\ RE# / 71P SX -t2LaJ Valuation of Work (Replacement Cost)$ 3 1:>, 0 0(:) . C O Heated/Cooled SF ____ Non-Heated/Cooled. ____ _ • • • Class of Work: □New 11t<cldition □Alteration □Repair □Move □Demo □Pool □Window/Door Use of existing/proposed structure(s): □Commercial ~sidential ff an existing structure, is a fire sprinkler system installed?: □Yes ~ Describe in detail the type of work to be performed : Covt'>h-vc.h'r;vt (/; ~ ~,e, w~ () <,>Q.';,,r ¥COH-t • No Florida Product Approval # __________________ for multiple products use product approval form Property Owner Information Name C-4;l €,, )t,JQ.W cw,,) CcH'. lc+: 1::1,. ~ Address __.1.l,120i...,....';.2,L...,...rl:~~ .... ri...,c_u'-l~~Sc ......... __ . ,.....------~--~ City f\-4-\c.uA~ '.?>ea.c~ State B Zip 32!2..?,?;, Phone o/O'L ·#?-oio4 E-Mail 11. JQ,..("cic./fl Efl ~ ~M°"-"~ l COVVI Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) __________________ _ Contractor Information Name of Company Q~ex' .5¾~ Qualifying Agent--------=_..,:::._ ______ _ Address ... ,:_' __ .-.,...........,._...... ....... ____ .,,....._.,__, ___ City _______ ,:.;;, Office Phone ________________ Job Site Contact Number_-7""',::;__ ___________ _ State Certification/Registration# E-Mail ____ ---=.,,,,.:.;.__--------------- Architect Name & Phone# ________________ ,,,,..... _________________ _ Engineer's Name & Phone# ____________ _.,, ____________________ _ Workers Compensation Insurer _________ __,, _____ OR Exempt o Expiration Date ____ _,._ __ _ Application is hereby made to obtain a permit to do the and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and th II work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand t a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEAT , TANKS, and AIR CONDITIONERS, etc . NOTICE: In addition to the requirements of this permit, there may be additional restri ns 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 compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYJNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ff YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD YOUR NOTICE O~•~,MENCEMENT. ~~e~::=~~~~===-< _________ _ (Signature of Contractor) Signed and sworn to (or affirmed) before me this Signed and sworn to (or affirmed) before me this__ ay of seer. , 2-0 2-! ,by~~=.e~c:..!../...L~-,:.,..~1l!,.L.l.:,;___.,c.,,._ n ___ __, __ __,by _______ _ ,: [ ) ~onally Known OR ./~.}/!\'·~~-·\_ CHRJS1JMRRSally Kno n OR l\tProduced Identification MY COMMISSldlflJ4Hl'1"'1!Wn ication Type of Identification: ...J..._L~'---"'-L!...-'--...__ ....... t ... ~~-~~-~;::,:;} _ _.!=,EX~Pl..!.!R6S:1-tt1. Mtifica n: _ __,.___ _________ _ ··{Ri':f.~S··· Bonded Thru Notary Pubic ~r.riera NOTICE OF COMMENCEMENT -,'. State of /--:4 /' ;t(q County of _.._/ .... h_/~t~,.--;,z~/~----- To Whom It May Concern: Tax Folio No. J ·7/ 0:5 :J -12/t){) The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 7B of the Florida Statutes, the following information is stated in this NOTICE OF COM MENCEMENT . Legal Description of property being improved: L<>:b, S ~ lo 1!,l cac-k 2..':> \ A:\:kJ::'l c.-CB.Prado $ecl:loV\ fr Address of property being improved: ... ( .... 2-""'0'5.__.._......_.l-t..._: ... b .... 1 s,..c,..:.v:5.....___.S"'"t--'----_ ___.Af-'--'-l=C-u/\"""°"'.._.h.._, ........ 't>R-t.r .... , ..... 2 • .__fL'--'"' _ _.3 .... 22.-='"'"~--'3,~----- General description of improvements: -'(;_e> __ V\!_!'J_I\V-'--u_c..,n ___ • c,~n'-'--__,ck.....____._f,9......,.h"'--l -§'11'.--Wj-:<? ....... __,l..,u""'\_.,\-! .... &=--§-LR='>...,,¼-_~tro~~lfY\~----- Owner's interest in site of the improvement: _____________________________ _ Fee Simple Titleholder (if other than owner):------------------------------ Name: ---------------------------------------- Contractor: C::o,\IV\.R (),9, (j.U\f\01( Address:--------------------------------------- Telephone No.: _________ _ Fax No: ___________ _ Surety (if any) _______________________________________ _ Address; ______________________ Amount of Bond $ _________ _ Telephone No: _________ _ Fax No: ___________ _ Name and address of any person making a loan for the construction of the improvements Name: _______________________________________ _ Address:--------------------------------------- Phone No: ___________ _ Fax No: ___________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: ______________________________________ _ Address: ______________________________________ _ Telephone No: __________ _ Fax No: ___________ _ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fit! in at Owner's option) Name:--------------------------------------- Address:-------------------------------------- Telephone No: __________ _ Fax No: ___________ _ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording uni ess a different date is specified): _______________________________________ _ THIS SPACE FOR RECORDER'S USE ONLY Doc# 2021253019, 0 R BK 19931 Page 652. Number Pages 1 Recorded 09127i202 1 01 :46 PM. JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECO RDI NG $10.00 OWNER EXPIR&S; April 13, 2025 Bomed Thn,i Nota,y Pablc IMerwrflllfll ACC21-0053 Owner Builder Affidavit City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 0 ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Bu ildi ng-Dept@coab.u s PERMIT#: ______ _ I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/ BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPER1Y, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A CO MM ERCIAL BUILD! NG AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES RE UIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION .INSURANCE BE PURCHASED .. Ill. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BU ILDI NG-DEPT@COAB .US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: /,£c?,5 //;h.s/4{5 Sl Owner Name: Cu.ii (-: 1JNCo> o.w) Cw:lA>-1-:\.. k\9 \:-&,cr:o,,£}: Phone Number: 9flt ·Mi.a ·Q9M Mailing Address: 17 0 5 B dais.c ws St-City: At~, \?>eB.9½ State: FL Zip : '.!)'2..:Z..~'.3, {j??-•:~~·,. CHRISTIAN GllfS f•:,:•i MYCOMMISSION#HH117153 ,~. ·~· ~--~ .. ¥!/ EXPIR&S:April 13.2025 .. •~~ • ••• 8oMe'1 Thlll Nute,y PullJlc ~ Signature of Notary Public {l,fi~ <½ A ·,IJA , [ ) Personalty Known OR [ 1.(P';oduced Identification County Type of Identification: _ _..F__,l __ ..... D"'-"-... _L---"--. ___________ _ Updated 10/24/18 AC C 2 1 - 0 0 5 3 PR O D U C T A. P 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 : /4 2 t' S f/ i 6 i :S c us St •a w n e r / P r o j e c t Na m e : / ~ £ / ) /g ~ r C R Q ? # r T l Pe r m i t # : _ _ _ _ _ _ _ _ _ _ _ A5 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 61 G 2 0 - 3 , pl 'ea 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), fo r 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 ti l 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 yo u r pr o d u c t su p p l i e r if 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 regarding statewide pr o d u c t ap p r o v a l ma y be ob t a i n e d at : ww w .fl o r i d a b u i l d i ng .or 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 S t a t e # Local# A. EX T E R I O R DO O R S 1. Sw i n g i n g , [ 1- [ ) . . v \ / £ . . 1' / --r . , •. ,, d ~l d c o r JL / 5 be ; , '- I 2. Sl i d i n g /2 £ L I. R R. /l . . t i . I S'L J ? - t l , 1 : l a l ~ ½ ol P o r J /6 ✓6 3. Se c t i o n a l i /t J t l . j / J f c L) d /./ o r , >{-/. 1 ~ ~ k , () M l t .; t q , l i ~I 4. Ga r a g e Ro l l - U p I I 5. Au t o m a t i c 6. Ot h e r B. W I N O O W S 1. Si n g l e hu n g . J ( !.. b -J ~ t" £ N Ih m ( T, 1-/ - J 4 ! o1 . / . f 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 6. Aw n i n g 7. Pa s s - t h r o u g h 8. Pr o j e c t e d I ' 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 I I I ,1 I I Page l of 4 Upda~ed 06/21/21 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 c k . I d Oe s a i p t i o n Um 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 J/1 1 , r l ; A., i kt ~ { Pju t i, , J - - tl l k J J i LA p < i/ J / ~ /3 . : 2 . ' 2 - 3 , , ) . . 2. S o f f i t s Jt.. P/ 1 . ,A- ,J . <(P ✓Im J1 ~ , . . ' t l , 1 6 5 0 3 .. I 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 bl o c k 8 . Me m b r a n 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 1 1 . 0 t h e r 0 . 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 c ; ~ lk m ; I Y J ; , / SL n 1 t / , _ J / C l .: 2 " / . J 2. Un d e r l a y m e n t s ~r T / ; , y , / R ?v , ; J ; f l ~ ~ l C,1 1 J t . t " 1 ~ £J ? . I - o- l t J ( Ot . l 1. 4 1 1 > 4 Tl- l & t . / S s . ) 3. Ro o f i n g fa s t e n e r s 0 ( ' 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 / s h 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 - a d 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 1 7 . 0 t h e r Page 2 of 4 Updated 06/11/11 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. S H 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 S. 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 \ J R A L CO M P O N E N T S 1. Wo o d µz , . 5 J v - 1 5 ~ - 5 co n n e c t o r / a n c h o r ), , rt ~ ~ / \ /J t t- L ' ? - ... j 7 2. Tr u s s pl a t e s V J 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 1 3 . 0 t h e r G. SK Y L I G H T S 1. Sk y l i g h t 2 . 0 t h e r H. NE W EX T E R I O R EN V E L O P £ PR O D U C T S 1. 2. Page J of 4 Updated 06/Zl/2 J In addition to completing th e a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain on t h e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this Pr o d u c t A p p r o v a l S h e e t . I certify that this product app r o v a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this document m u s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . •Contractor Name (Print Na m e ) : C c i / f / t J c , r c f *Co N llv h ? c ~ J r A / t ; : R - mpany ame: ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ *Mailing Address:. J;i. OS / J , 1 : , j · , C { A S S f *City: J/flttu J;, &fl v { • s t a t e : _ _ n _ l _ _ _ _ _ _ * Z i p C o d e : j ~ 2 . . 3 3 *Telephone NtJmber: 9 L t : - 4 4 1 , p · · 2 , ~ Cell Phone Number: F a x N u m b e r : --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P a g e 4 o f 4 U p d u t e d 0 6 / 1 1 / 1 1 R :\ +Ki n g s o u t h C o n s t r u c t i o n \Or i g i n a l s V 17 \JO H N M I S C \Wi l l H u t c h c r a f t \Hu t c h c r a f t G a r a g e .pl n COPYRIGHT 2018 DOSTIE HOMES, LLC PLAN NO. OF DATE: DESIGN BY: 26-MAY-2021 DOSTIE HOMES TEAM DRAWN BY: JOHN FORBESS 93 0 1 OL D K I N G S R O A D S O U T H JA C K S O N V I L L E , FL O R I D A 32 2 5 7 PH O N E (90 4 ) 73 9 -91 2 1 FA X (90 4 ) 73 9 -72 9 2 CB C #12 5 8 7 4 4 TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E T H E SO L E A N D E X C L U S I V E P R O P E R T Y O F D O S T I E HO M E S . TH E U S E O F T H E S E P L A N S A N D SP E C I F I C A T I O N S O R A N Y P O R T I O N T H E R E O F O R RE P R O D U C T I O N O F S A M E W I T H O U T T H E P R I O R WR I T T E N C O N S E N T O F D O S T I E H O M E S I S ST R I C T L Y P R O H I B I T E D A N D W I L L B E PR O S E C U T E D T O T H E F U L L E S T E X T E N T O F T H E LA W . CO P Y R I G H T W A R N I N G REVISIONS: SAM CLAUSEN DE T A C H E D GA R A G E 12 0 5 HI B I S C U S S T R E E T AT L A N T I C B E A C H , FL 32 2 3 3 H.B. 43 ' - 0 " 16'-6" 16'-6" 43 ' - 0 " 31 ' - 4 " 7' - 8 " 4' - 0 " 6'-0"8'-0"2'-6" 8'-6"8'-0" 3'-9"4'-3" 38 ' - 0 " 5' - 0 " 7' - 0 " 8' - 0 " 8' - 0 " 11 ' - 6 " 3' - 6 " 7'-4"8'-8"6" 20 ' - 3 " 5' - 6 " 17 ' - 3 " 2X6 WALL 2X6 WALL 8'X7' GARAGE DOOR W/ ENGINEERED BEAM ABOVE SH 3050 #5 REBAR IN pvc SLEEVE FOR GROUND ROD (ACCESS COVER IN GARAGE) 3068 DR. INSLU. 6X6 P.T. POST SH 3050 EGRESS SH 3050 EGRESS HS 3020 TEMPERED CLEAR GLASS 6068 s.g.d. M /CR&S 2X6 WALL LAV. MIRROR W/C 2868 PKT. 2068 2X6 WALL R &S TE M P . GL A S S S H W 'R . EN C L . ELC. W.H. SINK 18" 36"X36" LAZY SUSAN 18 " 2X6 WALL 36" VANITY SH 3050 TEMPERED WINDOW A/C UNIT 30 " RE F . SP A C E 2X 4 WA L L 15'-6" X 19'-6" 8' CLG. GARAGE 48"X48" CONC. STOOP 8'-0" X 5'-0" 8' CLG. ENTRY 15'-6" X 16'-6" 8' CLG. LIVING TOTAL A/C: 339 ENTRY: 40 GARAGE: 330 TOTAL COVERED: 709 SQ. FT'G. TABS. SEE PAGE 2 OF THE ENERGY CALC'S. FOR CONDITIONED AREA VOLUME . ______ CUBIC FEET BUILDING VOLUME GARAGE AND HOUSE COMMON DOOR SHALL HAVE A MIN. FIRE RATING OF 20 MINUTES AND HAVE A SELF-CLOSING DEVICE INSTALLED. DRAFT STOPPING PER BUILDING CODE. BUILDING CODE NOTES ALL 1ST. FLOOR EXTERIOR WALLS ARE 2X6 UNLESS OTHERWISE NOTED CABINET BLOCKING INSTALLATION: UPPER CABINET BLOCKING TO BE INSTALLED AS FOLLOWES. 36" UPPERS: BOTTOM OF CABINET 54" SET UP TOP OF CABINET 90" SET DOWN 42" UPPERS: BOTTOM OF CABINET 54" SET UP TOP OF CABINET 96" SET DOWN FLOOR PLAN NOTES 8' CLG. BATH 54" X 22 1/2" ATTIC ACCESS #5 REBAR IN pvc SLEEVE FOR GROUND ROD (ACCESS COVER IN GARAGE) Floor Plan 1/4" EQUALS 1'-0" H.B. 16'-6" 43 ' - 6 " 17'-0" 43 ' - 6 " 6'-0"8'-0"2'-6" 43 ' - 0 " 6" 38 ' - 0 " 5' - 6 " 15 ' - 0 " 4' - 1 0 " 8" 5' - 0 " 12 ' - 6 " 5' - 0 " 6" 8'-6"8'-0"6" 3'-9"4'-3"6" 19 ' - 1 0 " 5" 5' - 6 " 6' - 1 " 6' - 2 " 5' - 0 " 6" 12'-3"4'-3" 9'-2"2'-11"4'-5" 2'-6"6" #5 REBAR IN pvc SLEEVE FOR GROUND ROD (ACCESS COVER IN GARAGE) LAV.W/C ELC. W.H. SINK 30 " RE F . SP A C E Foundation Plan #5 REBAR IN pvc SLEEVE FOR GROUND ROD (ACCESS COVER IN GARAGE) THICKENED EDGE PER ENGINEERING PI T C H S L A B @ 1 /8 " P .FT . CONTROL JOINTS CO N T R O L JO I N T S 6 " FO R M A N D P O U R AT S H O W E R W A L L 48"X48" CONC. STOOP THICKENED EDGE PER ENGINEERING TH I C K E N E D E D G E PE R E N G I N E E R I N G ELEV. @ -5 1/2" ELEV. @ 0.0 ELEV. @ -5 1/2" ELEV. @ -5 1/2" PI T C H S L A B @ 1 /8 " P .FT . PIER FT'G. AS PER ENGINEERING RECESS FOR S.G.D. MONOLITHIC FOUNDATION THICKENED EDGE AT SHOWER ELEV. @ 0.0 3068 DOOR 1/4" EQUALS 1'-0" H.B. S F WP 4 F 3 V GAS H.B. F 3 3 S/C S/C #5 REBAR IN pvc SLEEVE FOR GROUND ROD (ACCESS COVER IN GARAGE) 30 " RE F . SP A C E Electrical Plan WALL LIGHT FIXTURE WATER PROOF OUTLET FLOOR OUTLET WALL OUTLET 220 WALL OUTLET RECESSED EYE LIGHT RECEPTACLE OUTLET SWITCH ONE LEG SURFACE MOUNT CEILING LIGHT FIXTURE ELECTRICAL LEGEND FLOURESCENT SMOKE DETECTOR TELEPHONE JACK CABLE OUTLET EXHAUST FAN FLOOD LIGHTS RECCESSED CEILING LIGHT FIXTURE TRIM (1)PHONE (1)CABLE LIGHT DOORBELL SINGLE SWITCH 3-WAY SWITCH 4-WAY SWITCH PREWIRE & BRACE FOR FAN FAN/LIGHT COMBO. SPEAKER CONTROL UNDER COUNTER LIGHTING GAS STUB SPEAKERS CEILING MOUNT SPEAKERS WALL MOUNT BUYER LOCATED HOSE BIB SMOKE AND CARBON MONOXIDE DETECTOR ELECTRICAL NOTES: ALL OUTLETS SHALL BE AFCI OUTLETS UNLESS THEY ARE GFCI OUTLETS. THE FIRST SWITCH IN ALL BATHROOMS SHALL BE TO VANITY LIGHTS. SMOKE DECTECTORS AND CARBON MONOXIDE DETECTOR AS REQUIRED PER BUILDING CODE. LIGHTING SHALL BE 100% HIGH-EFFICANCY (CFL OR LED) LAMPS IN PERMANENTLY INSTALLED FIXTURES. LOW VOLTAGE APPLICATIONS EXCEPTED. 2017 N.E.C. PA N E L #5 REBAR IN pvc SLEEVE FOR GROUND ROD (ACCESS COVER IN GARAGE) GFI GFI GFI 20 AMP DEDICATED FOR GARAGE DOOR OPENER WP GFIGFI WP GFI GFI DEDICATED 20 AMP WINDOW A/C UNIT GFI GFI GFI 1/4" EQUALS 1'-0"A-1 f¢-IQ' '" @, 0 ~ ► ,e ► (~ t- @, 0 • ) -¢- } t t ~ le: - -:,] '-'= ~ □ <D I ® Ill! ■ ➔ -!llf 0 -------75<1 --------r7 I I I I I I I!, - - - - - I L ___ _J /. " 7''.J '-'= ---~ --·-. / I ~ - --~ -J. _,, I ' I / / ' I/ ' / / / ' / I ' / I )< / / ' I ' _I ' / ' r-- - ---7 I I , V I/ I • I ~r---'l-'--------'1<----'I< L--~----7 I I 0 I I I i -~ I ' I L -r-l I ~======7,= --~~~-~IJ~1,~-=-y~~IO,r--------,.. I 11 7 11_,~~ I I I ,.....,.1 I I 11,,.=-., I I 0 11 l\. JJ t--- - - - - -Ll -: --- • "t 711" L _______ .j,.. ----~-~ I 0 ' I I '--'1 ' I I :~ : i :~~---1------'k I ' I I I I : i I +--------_J_ ______ _J I I I I ' I I I I I ' I I I I _..,~: i :ok-- ' I I I I I L - - - - - --t------_...J ------~t-----1--t I i!c---=t~~~~ ,---7 I I L ___ _J L_ f"-:--------,, ' / I , / I / / ' / / ' / ' / / / )< ' ' I I I I I I R :\ +Ki n g s o u t h C o n s t r u c t i o n \Or i g i n a l s V 17 \JO H N M I S C \Wi l l H u t c h c r a f t \Hu t c h c r a f t G a r a g e .pl n COPYRIGHT 2018 DOSTIE HOMES, LLC PLAN NO. OF DATE: DESIGN BY: 26-MAY-2021 DOSTIE HOMES TEAM DRAWN BY: JOHN FORBESS 93 0 1 OL D K I N G S R O A D S O U T H JA C K S O N V I L L E , FL O R I D A 32 2 5 7 PH O N E (90 4 ) 73 9 -91 2 1 FA X (90 4 ) 73 9 -72 9 2 CB C #12 5 8 7 4 4 TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E T H E SO L E A N D E X C L U S I V E P R O P E R T Y O F D O S T I E HO M E S . TH E U S E O F T H E S E P L A N S A N D SP E C I F I C A T I O N S O R A N Y P O R T I O N T H E R E O F O R RE P R O D U C T I O N O F S A M E W I T H O U T T H E P R I O R WR I T T E N C O N S E N T O F D O S T I E H O M E S I S ST R I C T L Y P R O H I B I T E D A N D W I L L B E PR O S E C U T E D T O T H E F U L L E S T E X T E N T O F T H E LA W . CO P Y R I G H T W A R N I N G REVISIONS: SAM CLAUSEN DE T A C H E D GA R A G E 12 0 5 HI B I S C U S S T R E E T AT L A N T I C B E A C H , FL 32 2 3 3 ROOF PLAN NOTES: 1) 12" SOFFITS TYPICAL AT ALL FIRST FLOOR AREAS 2) ROOF TO BE 30 YEAR ARCHITECTURAL OR EQUAL RI D G E HIP H I P 5 :12 FR A M E R T O F R A M E FO R O F F R I D G E V E N T S H I PHIP 5 :12 5:125:12 5:125:12 Roof Plan 1/4" EQUALS 1'-0" 6' - 8 " 6' - 8 " 12 5 8'-1 1/8" HOUSE F.F. 11'-11" BUILDING HEIGHT 15'-0" BUILDING HEIGHT LIMITS 8'X7' GAR. DR. 8'-1 1/8" HOUSE F.F. 1/4" EQUALS 1'-0" REAR ELEVATION 12 5 8'-1 1/8" HOUSE F.F. 12 5 8'-1 1/8" HOUSE F.F. 12 5 1/4" EQUALS 1'-0" RIGHT SIDE ELEVATION 30 YEAR ARCHITECTURAL SHINGLES 30 YEAR ARCHITECTURAL SHINGLES LAP SIDING 4" TRIM 4" TRIM 4" TRIM 4" TRIM 4" TRIM LAP SIDING 6" SQ. COL. W/ 6" BASE AND 4" CAP LAP SIDING 4" TRIM 4" TRIM LAP SIDING 4" TRIM 4" TRIM 4" TRIM 6' - 8 " 6' - 8 " 8'-1 1/8" HOUSE F.F. 12 5 8'-1 1/8" HOUSE F.F. 12 5 8'-1 1/8" HOUSE F.F. 12 5 8'-1 1/8" HOUSE F.F. 12 5 1/4" EQUALS 1'-0" LEFT SIDE ELEVATION 1/4" EQUALS 1'-0" FRONT ELEVATION 11'-11" BUILDING HEIGHT 15'-0" BUILDING HEIGHT LIMITS LAP SIDING 4" TRIM 4" TRIM 4" TRIM FRAMER TO FRAME OPENINGS FOR 72" OFF RIDGE VENTS 30 YEAR ARCHITECTURAL SHINGLES 30 YEAR ARCHITECTURAL SHINGLES LAP SIDING 4" TRIM 4" TRIM LAP SIDING 4" TRIM 4" TRIM4" TRIM 4" TRIM LAP SIDING 6" SQ. COL. W/ 6" BASE AND 4" CAP A-2 R :\ +Ki n g s o u t h C o n s t r u c t i o n \Or i g i n a l s V 17 \JO H N M I S C \Wi l l H u t c h c r a f t \Hu t c h c r a f t G a r a g e .pl n COPYRIGHT 2018 DOSTIE HOMES, LLC PLAN NO. OF DATE: DESIGN BY: 26-MAY-2021 DOSTIE HOMES TEAM DRAWN BY: JOHN FORBESS 93 0 1 OL D K I N G S R O A D S O U T H JA C K S O N V I L L E , FL O R I D A 32 2 5 7 PH O N E (90 4 ) 73 9 -91 2 1 FA X (90 4 ) 73 9 -72 9 2 CB C #12 5 8 7 4 4 TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E T H E SO L E A N D E X C L U S I V E P R O P E R T Y O F D O S T I E HO M E S . TH E U S E O F T H E S E P L A N S A N D SP E C I F I C A T I O N S O R A N Y P O R T I O N T H E R E O F O R RE P R O D U C T I O N O F S A M E W I T H O U T T H E P R I O R WR I T T E N C O N S E N T O F D O S T I E H O M E S I S ST R I C T L Y P R O H I B I T E D A N D W I L L B E PR O S E C U T E D T O T H E F U L L E S T E X T E N T O F T H E LA W . CO P Y R I G H T W A R N I N G REVISIONS: SAM CLAUSEN DE T A C H E D GA R A G E 12 0 5 HI B I S C U S S T R E E T AT L A N T I C B E A C H , FL 32 2 3 3 6 " MI N . 6 " MI N . 4 1 /4 " 4 1 /4 " 4 1 /4 " 6 " 1 " 4 1 /4 " 1 "1 " 2'-8" 1'-4"1'-4" MI N I M U M H E I G H T 3 '-0 " 10'-0" 2 '-0 " 2" 2" 5" 4 " 5" 8 " F-1 FLASHING DETAILS WINDOW INSTALLATION METHOD "A-1" 2 X WALL PER PLAN SILL PLATE FOUNDATION PER STRUCTURAL ENGINEER FOUNDATION AND SHEATHING FOUNDATION, 1/4" GAP BETWEEN FLUSH WITH THE EDGE OF THE EXTERIOR SHEATHING TO BE 7/16" APA RATED SHEATHING SEE STRUCTURAL ENGINEERING STUCCO FLASHING SCALE: N.T.S. FIN. GRADE FOUNDATION WEEP SCREED, BLOCKED WITH FINISH MATERIAL SURFACE SHALL NOT BE SCALE: N.T.S.MID-WALL WEEP SCREED SURFACE SHALL NOT BE BLOCKED WITH FINISH MATERIAL FOUNDATION WEEP SCREED, SYNTHETIC STONE VENEER MOTAR PER MFR. SPEC. FIN. GRADE SEE STRUCTURAL ENGINEERING 7/16" APA RATED SHEATHING EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING STRUCTURAL ENGINEER FOUNDATION PER SILL PLATE 2 X WALL PER PLAN STONE VENEER FLASHING SCALE: N.T.S. FOUNDATION WEEP SCREED WITHEXTENDED LEG SHALL BE USEDWHEN THE BOTTOM OF THE WOODSTRUCTURAL PANEL IS EXPOSED. SYNTHETIC STONEVENEER FOUNDATIONWEEP SCREEDFOUNDATIONWEEP SCREED 1/2" MAX. REVEAL 2 PIECE MID-WALL WEEPSCREED FOR MULTISTORY FRAMECONSTRUCTION 1 PIECE MID-WALL WEEPSCREED FOR MULTISTORY FRAME& MASONRY CONSTRUCTION FEMALE EXPANSIONCOMPONET MALE EXPANSIONCOMPONET FLOOR SYSTEM FOUNDATION WEEP SCREED WITHEXTENDED LEG SHALL BE USEDWHEN THE BOTTOM OF THE WOODSTRUCTURAL PANEL IS EXPOSED. WEATHER RESISTANT BARRIER (W.R.B.) 7/8" STUCCO, 3 COAT SYSTEM 3/8" SCRATCH COAT 3/8" BROWN COAT 1/8" FINISH COAT WEATHER RESISTANT BARRIER (W.R.B.) 3/8" STUCCO SCRATCH COAT 3/8" STUCCO BROWN COAT 7/8" STUCCO, 3 COAT SYSTEM 3/8" SCRATCH COAT 3/8" BROWN COAT 1/8" FINISH COAT PAPER BACKED STUCCO LATHE FASTEN AT 7" O.C. W/MIN. 3/4" PENETRATION IN TO FRAMING MEMBERS WEATHER RESISTANT BARRIER (W.R.B.) MID-WALL WEEP SCREED WITHBACKER ROD AND SEALANTAT REVEAL NOTE:IF PAPER BACKED LATHE IS NOT USED, TWO LAYERS OF W.R.B. ARE REQUIREDTO ACHIEVE BOND BREAK BETWEEN FIRST W.R.B. AND LATHE. NOTE:IF PAPER BACKED LATHE IS NOT USED, TWO LAYERS OF W.R.B. ARE REQUIREDTO ACHIEVE BOND BREAK BETWEEN FIRST W.R.B. AND LATHE. BACKER ROD "HOUR GLASS" SHAPE SEALANT PAPER BACKED STUCCO LATHE FASTEN AT 7" O.C. W/MIN. 3/4" PENETRATION IN TO FRAMING MEMBERS PAPER BACKED STUCCO LATHE FASTEN AT 7" O.C. W/MIN. 3/4" PENETRATION IN TO FRAMING MEMBERS SCALE: N.T.S. DRIP EDGE FLASHING: DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. VALLEY FLASHING: VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BE AT LEAST 16" WIDE AND OF ANY OF CORROSION-RESISTANT METAL. 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18" AND THE TOP LAYER A MINIMUM OF 36" WIDE. 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), THE VALLEY LINING SHALL BE AT LEAST 16" WIDE AND OF ANY OF CORROSION-RESISTANT METAL. RIDGE FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE RIDGE. HIP FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. AT THE HIP LINE FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. 1 1 2 3 4 1 2 3 4 5 6 5 CRICKETS AND SADDLES FLASHING: A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON THE MAIN ROOF. BASE AND COUNTER FLASHING: BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR A CONTINUOUS METAL "L" FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" ON CENTER WITH APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4" FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO ENSURE WATER-SHEADING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. BASE FLASHING SHALL BE OF EITHER CORRISION- RESISTANT METAL OR MINERAL SURFACE ROOL ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE CORROSION-RESISTANT METAL 6 26 GA. GALVANIZED 5 X 5 ANGLE FLASHING (NOT TO SCALE)(NOT TO SCALE) METAL DRIP EDGE 26 GA. GALVANIZED SEE ELEV. OVERLAPS THE 5X5 FLASHING. WEATHER RESISTANT BARRIER WATER AWAY FROM THE HOUSE. TO FORM KICK-OUT AS TO SHED CUT AND FOLD 5X5 FLASHING WRB WRB 5X5 TO SHED WATER W/ KICK-OUT 5X5 FLASHING PER. SPEC. FIBERGLASS SHINGLES EXTERIOR FINISH PER PLAN ALUMINUM WRAP 2X6 FASCIA W/ METAL DRIP EDGE +12" +16" +0"BRG. HT. PER PLAN (NOT TO SCALE) "Z" FLASHING 29 GA. GALVANIZED 7 FIBER CEMENT SIDING FLASHING: PANEL SIDING: PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER FRAMING MEMBERS AND SHALL BE SEALED WITH CAULKING OR COVERED WITH BATTENS. HORIZONTAL JOINTS SHALL BE FLASHED WITH "Z-FLASHING" AND BLOCKED WITH SOLID WOOD FRAMING. HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN H-SECTION JOINT COVER, OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. GABLE HIP RETURN FLASHINGWALL AND ROOF INTERSECTION FLASHING 1 6 7 7 CHIMNEY FRAMING & FLASHING 2X4 #2 SPF 3 PLY CORNERS & 16" O.C. 2X6 #2 SPF 2X4 #2 SPF VALLEY FLASHING 5X5 FLASHING UNDER HOUSE WRAP (WRB) @ CHIMNEY & CRICKET (16 TOTAL) EACH CORNER EACH SIDE OF (2) #8X1" SCREWS ALUM WRAP 2X4 PINE W/ & 16" O.C. 3 PLY CORNERS 2X4 #2 SPF @ EACH CORNER TO BLOCKING MSTA18 W/14 10d. NAILS .131X3" NAILS EACH END (2) 2X SYP BLOCKING W/4 CHIMNEY FLUE OR WRAP (WRB) OVER HOUSE NAILS 6"/12" O.C. SHEATHING W/ 8d. APA RATED SYSTEM OVER 7/16" 3 COAT STUCCO WRAP (WRB) O.C. OVER HOUSE W/ 8d. NAILS 6"/6" 5/16" HARDI PANEL ARESTORR METAL SPARK WRAP (WRB) UNDER HOUSE 5X5 FLASHING PER PLAN EXTERIOR FINISH PER SPEC. WIND SCREEN AS REQ'D. CRICKET THE CHIMNEY PASSES THROUGH THE ROOF. 3 FEET ABOVE THE HIGHEST POINT WHERE WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN HIGHER THAN ANY PORTION OF A BUILDING CHIMNEYS SHALL EXTEND AT LEAST 2 FEET CHIMNEY HEIGHT REQUIREMENTS EX T E R I O R W A L L S T U D S OUTSIDE FACE OF EXTERIOR WALL 2X6 FASCIA W/ ALUMINUM WRAP METAL DRIP EDGE WRB OVERLAPS THE 5X5 FLASHING ROOF SHEATHING TO SHED WATER AWAY FROM HOUSE 5X5 FLASHING W/ KICK-OUT 3 COAT STUCCO SYSTEM STUCCO LATHE (WRB) WEATHER RESISTANT BARRIER EXTERIOR WALL SHEATHING METAL DRIP EDGE 2X6 FASCIA W/ ALUMINUM WRAP FROM FACE OF WALL AND DRIP EDGE 2" HOLD BACK FASCIA WALL OF EXTERIOR OUTSIDE FACE PER PLAN EXTERIOR FINISH PER SPEC. SHINGLES FIBERGLASS ELEV. SEE BRG. HT. PER PLAN KICK-OUT ROOF FLASHING THROUGH WINDOW JAMB FLASHINGWRB SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. SEALANT 9"135° SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. INTERIOR VIEW TOP LEFT CORNER OF WINDOW 9" AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. WEATHER RESISTANT BARRIER (WRB) SEALANT BEAD BEHIND MOUNTING FLANGE. A INSTALLATION STEPS: 1. CUT THE BUILDING PAPER AT A 45° ANGLE TO A POINT 9" UP AND 9" OUT FROM THE UPPER CORNERS OF THE ROUGH OPENBING. THIS WILL MAKE A "FLAP" THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP #6. 2. INSTALL SILL FLASHING 4" BEYOND THE ROUGH OPENING ON EACH SIDE. 3. APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK OF THE WINDOW FLANGE PROVIDE (2) 2" GAPS IN SEALANT FOR THE BOTTOM. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. 4. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. EXTEND THE JAMB FLASHING 4" ABOVE THE ROUGH OPENING AND 8" BELOW THE ROUGH OPENING. 5. INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. EXTEND THE HEAD FLASHING 1" JAMB FLASHING. 6. ALLOW THE BUILDING PAPER "FLAP" TO DRAPE OVER THE HEAD FLASHING. 7. APPLY WEATHER RESISTANT TAPE OVER THE 45° ANGLE CUT IN THE BUILDING PAPER. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J-ROLLER. SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8" NOM. DIA. BEAD TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE HEAD AND JAMB. APPLY A DISCONTINUOUS BEAD TO THE BOTTOM FLANGE LEAVING (2) 2" GAPS. SECTION A WINDOW INSTALLATION METHOD "A-1" WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SECURE WRB AT HEAD EXTERIOR DOOR FLASHING SCALE: N.T.S. CUT IN WRB MODIFIED "I" CUT45° INTO OPENING WRAP WRB WRBWRB WRBWRB WRB WRB REMOVE BOTTOM WRB FLAP INSTALL VULKUM AT THRESHHOLD PER MFR. INSTRUCTIONS. WRB WRB WRB WRB APPLY HEAD FLASHING, EXTENDING 10" BEYOND DOOR ROUGH OPENING. PLUMB AND SQUARE DOOR IN OPENING. INSTALL DOOR , SHIM DOOR TO LEVEL,EXTENDING 8 1/2" ABOVE DOOR ROUGH OF DOOR FROM DOOR FRAME TO WRB, APPLY JAMB FLASHING TO BOTH SIDES WRB WRB CUT IN WRB WITH SHEATHING TAPE. UNFOLD TOP FLAP AND COVER DIAGONAL OPENING. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J-ROLLER. TEMPORARLY TAPE UP TOP FLAP 1 2 3 654 TYPICAL FRAME WALL SECTION WITH SIDING SCALE: N.T.S. SEE DETAILS FOR WATERPROOFING 1'-4" O.H. OR HARDIE BOARD FACIA MATERIAL ALUMINUM WRAP 2X6 FASCIA W/ VINYL SOFFIT OR HARDIE BOARD SOFFIT MATERIAL 8 " MI N . 1X WOOD SILL W/ CASING UNDER P.T. 2X BOTTOM PLATE EAVE DRIP , VALLEY AND EDGE FLASHING SHALL BE 26 GA. METAL SEE MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION SEE WINDOW MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION DATA VAPOR BARRIER ABOVE SOFFIT SEE FLOOR PLAN FOR WINDOW SIZE INSTALLATION CODE COMPLIANCE AND SEE MFR. SPECIFICATIONS FOR SEE ELEVATIONS FOR TYPE EXTERIOR ROOFING MATERIAL SEE FLOOR PLAN 2X STUDS @ 16" O.C. @ 24" O.C., PER TRUSS MFR. PRE-ENG. ROOF TRUSSES ELEV. SEE DOUBLE 2X TOP PLATE S.Y.P. #2 7/16" APA RATED SHEATHING , SEE STRUCTURAL ENGINEERING NOTE: SEE STRUCTURAL ENGINEERING FOR FOUNDATION TYPE AND FOOTING SPECIFICATIONS. FINISH GRADE 0'-0" FIN. FLR. MAIN HOUSE WINDOW HEADER FOUNDATION AND SHEATHING FOUNDATION, 1/4" GAP BETWEEN FLUSH WITH THE EDGE OF THE EXTERIOR SHEATHING TO BE APPLY A LIGHT COAT OF STUCCO TO FILL VOIDS AND HONEY COMBS INSULATION PER ENERGY CALCULATIONS INSULATION PER ENERGY CALCULATIONS SEE ELEV. WINDOW TRIM PER ELEVATIONS SIDING INSTALLED PER MFR. SPEC. 7/16" APA RATED SHEATHING W/ WEATHER RESISTANT BARRIER SEE STRUCTURAL ENGINEERING STARTER STRIP FOR SIDING FOUNDATION PER STRUCTURAL ENGINEER WINDOW TRIM PER ELEVATIONS FORM R405-2020 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2020 Florida Building Code, Energy Conservation via the Residential Simulated Performance Alternative shall include: This checklist Form R405-2020 report 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: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed 2020 Envelope Leakage Test Report (usually one page); exception in R402.4 allows dwelling units of R-2 Occupancies and multiple attached single family dwellings to comply with Section C402.5 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 2020 Duct Leakage Test Report - Performance Method (usually one page) . 4/15/2021 1:01:39 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1 EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 47/10/2021 5:04 PM Project Name: Owner: Builder Name: Permit Office: Jurisdiction: Duval County Hutchcraft - 1205 Hibiscus St Street: City, State, Zip: Atlantic Beach , FL , 32233 1205 Hibiscus St 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 Detached 1 No 339 7. Windows a. U-Factor: S H G C : b. U-Factor: S H G C : c. U-Factor: S H G C : Dbl, U=0.29 91.00 ft² SHGC=0.22 N/A f t ² N/A f t ² 9. Floor Types a. Slab-On-Grade Edge Insulation b. N/A c. N/A R=0.0 339.00 ft² R=f t ² R=f t ² 10. Wall Types a. Concrete Block - Int Insul, Exterior R=4.1 504.00 ft² b. Frame - Wood, Adjacent R=13.0 136.00 ft² c. N/A R=f t ² 11. Ceiling Types a. Under Attic (Vented)R=30.0 339.00 ft² f t ² R=b. N/A c. N/A R = f t ² 12. Ducts 13. Cooling systems 14. Heating systems 15. Hot water systems a. Electric Cap: 40 gallons b. Conservation features None d. N/A R=f t ² Area Weighted Average Overhang Depth:2.945 ft. Area Weighted Average SHGC:0.220 Description Area Insulation Area Insulation Area Insulation Area 16. Credits Pstat - Replacement equipment (Bedrms In Addition) 0(0) (91.0 sqft.) (640.0 sqft.) (339.0 sqft.) (339.0 sqft.) Conditioned floor area below grade (ft²) 0 a. Central Unit a. Electric Heat Pump k B t u / h r 9.0 SEER:16.00 Efficiency k B t u / h r Efficiency 9.0 HSPF:8.50 f t ² R EF: 0.950 8. Skylights c. U-Factor:(AVG) S H G C ( A V G ) : N/A N/A f t ² Area Glass/Floor Area: 0.268 Total Proposed Modified Loads: Total Baseline Loads: 9.04 10.99 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) - Proposed Qn of NAN exceeds the performance method default limit of 0.08 and therefore does not require duct testing. R405 .2.3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method FORM R405-2020 E-Calcs Plus, Inc. July 10, 2021 PROJECT Title: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Duval County 1 Hutchcraft - 1205 Hibiscus St Family Type: New/Existing: Bedrooms: Conditioned Area: Total Stories: Worst Case: Rotate Angle: 0 No 1 339 0 Addition Detached Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: FL , 32233 Atlantic Beach , Duval 1205 Hibiscus St Street Address Comment: Building Type: User Cross Ventilation: No Whole House Fan: No 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 Entire House 339 2712 Number Name Area Volume SPACES Kitchen Occupants Bedrooms Cooled HeatedInfil ID Finished 1 WIC1 35 280 No 0 Yes Yes1 Yes 2 BA1 50 400 No 0 Yes Yes1 Yes 3 Living 254 2032 No Yes Yes1 Yes # Floor Type Area Tile Wood Carpet FLOORS Perimeter R-Value Joist R-ValueSpace Perimeter 1 35 ft² 1 0 0______ Slab-On-Grade Edge Insulatio - - - -012 ft WIC1 2 50 ft² 1 0 0______ Slab-On-Grade Edge Insulatio - - - -015 ft BA1 3 254 ft² 1 0 0______ Slab-On-Grade Edge Insulatio - - - -053 ft Living # Type Materials Color Absor. Roof Solar Deck Insul. Pitch ROOF Tested Roof Area Gable Area Emitt Tested EmittSA (deg) Rad Barr 1 Gable or Shed Composition shingles 367 ft² Medium 0.85 0 22.62______No70 ft² 0.9 NoN ATTIC # Type Ventilation Area RBS IRCCVent Ratio (1 in) ______ 1 Full attic Vented 339 ft² N N150 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 2 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT # Ceiling Type R-Value Area Framing Frac Truss Type CEILING Space Ins Type 1 Under Attic (Vented)30 35 ft² 0.1 Wood______WIC1 Blown 2 Under Attic (Vented)30 50 ft² 0.1 Wood______BA1 Blown 3 Under Attic (Vented)30 254 ft² 0.1 Wood______Living Blown WALLS #Wall Type R-Value Area Adjacent Framing Solar Ornt Fraction Absor. HeightWidth Ft In Ft InTo Cavity Sheathing R-ValueSpace Grade% Below 1 4.1 0WIC10005 8SConcrete Block - Int Insul 0.540Exterior40.0 ft² ____ 2 13 0WIC10007 8EFrame - Wood 0.010.23Garage56.0 ft² ____ 3 4.1 0BA10005 8NConcrete Block - Int Insul 0.540.25Exterior40.0 ft² ____ 4 13 0BA100010 8EFrame - Wood 0.010.23Garage80.0 ft² ____ 5 4.1 0Living00018 8NConcrete Block - Int Insul 0.540.25Exterior144.0 ft² ____ 6 4.1 0Living00018 8SConcrete Block - Int Insul 0.540.25Exterior144.0 ft² ____ 7 4.1 0Living00017 8WConcrete Block - Int Insul 0.540Exterior136.0 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 0.29 0.22 6.0 ft² 1 ft 4 in 0 ft 6 in NoneVinyl None______Yes3 N 2 N Low-E Double 0.29 0.22 15.0 ft² 1 ft 4 in 0 ft 6 in NoneVinyl None______Yes5 N 3 S Low-E Double 0.29 0.22 30.0 ft² 1 ft 4 in 0 ft 6 in NoneVinyl None______Yes6 N 4 W Low-E Double 0.29 0.22 40.0 ft² 5 ft 0 in 0 ft 6 in NoneVinyl None______Yes7 N # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation GARAGE 1 330 ft² 330 ft² 64 ft 8 ft 1______ Method CFM 50 ACH 50ELASLAScope INFILTRATION ACHEqLA# 316.4 717.36.000356Wholehouse .137232.59Proposed ACH(50)1 HEATING SYSTEM # System Type Efficiency Capacity DuctsSubtypeBlockSpeed 1 Electric Heat Pump/Suppleme HSPF:8.5 9 kBtu/hr ______DuctlessSplit1 Singl # System Type Efficiency Capacity Air Flow SHR COOLING SYSTEM DuctsSubtypeBlockSubtype 1 Central Unit/Supplemental for SEER: 16 9 kBtu/hr c f m 0.75______DuctlessSplit1 Singl 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 3 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT # System Type EF Cap Use SetPnt Conservation HOT WATER SYSTEM SubType Location 1 Electric 0.95 40 gal 60 gal 120 deg None______None Garage FSEC Company Name System Model # Collector Model # Collector SOLAR HOT WATER SYSTEM Storage FEFCert #Area Volume None None f t ² ______ 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 WIC1 Default(8 lbs/sq.ft.f t ² f t 0.3 BA1 Default(8 lbs/sq.ft.f t ² f t 0.3 Living 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT 1205 Hibiscus St, Atlantic Beach, FL, 32233 7/10/2021 5:04 PM7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 The lower the EnergyPerformance Index, the more efficient the home. 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 (ft²) Addition Detached 1 0(0) No 339 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=0.29 91.00 ft² SHGC=0.22 N/A f t ² N/A f t ² N/A f t ² 9. Floor Types a. Slab-On-Grade Edge Insulation b. N/A c. N/A R=0.0 339.00 ft² R=f t ² R=f t ² 10. Wall Type and Insulation a. Concrete Block - Int Insul, Exterior R=4.1 504.00 ft² b. Frame - Wood, Adjacent R=13.0 136.00 ft² c. N/A R=f t ² 11. Ceiling Type and insulation level a. Under Attic (Vented)R=30.0 339.00 ft² f t ² R=b. N/A c. N/A R = f t ² 12. Ducts, location & insulation level 13. Cooling systems 14. Heating systems k B t u / h r 15. Hot water systems a. Electric Cap: 40 gallons EF: 0.95 b. Conservation features None d. N/A R=f t ² Description Area Insulation Area Insulation Area Insulation Area Credits (Performance method)Pstat - Replacement equipment Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2.945 ft. 0.220 a. Electric Heat Pump 9.0 HSPF:8.50 a. Central Unit 9.0 SEER:16.00 k B t u / h r Efficiency Efficiency R f t ² 8. Skylights a. U-Factor(AVG): S H G C ( A V G ) : Description Area N/A N/A f t ² I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction 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: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. Page 1 of 1 FORM R405-2020 7/10/2021 5:04 PM Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods Florida Building Code, Energy Conservation, 7th Edition (2020) ADDRESS: 1205 Hibiscus St Atlantic Beach , FL , 32233 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). 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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 SECTION R402 BUILDING THERMAL ENVELOPE 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. If heated water circulation systems are installed, they 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. 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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. Duct leakage testing is required for Section R405 compliance where credit is taken for leakage, and a duct air leakage Qn to the outside of less than 0.080 (where Qn = duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is indicated in the compliance report for the proposed design. 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) 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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. R403.7.1 Equipment sizing (Mandatory). 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 an air handler that is integral to tested and listed HVAC equipment is used to provide whole-house mechanical ventilation, the air handler 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 HRV or ERV 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 1.2 cfm/watt 2.8 cfm/watt 1.4 cfm/watt 2.8 cfm/watt Any Any <90 Any (CFM) Range hoods Any 2.8 cfm/watt Any 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. 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. 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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 Florida Building Code, Energy Conservation—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 R403.7, 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 90 percent of the lamps in permanently installed luminaires shall have an efficacy of at least 45 lumens-per-watt or shall utilize lamps with an efficacy of not less than 65 lumens-per-watt. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 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 57/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software 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. R403.10.4 Gas- and oil-fired pool and spa heaters. 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. Exception: 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. R403.10.3 Covers. R403.13 Dehumidifiers (Mandatory Ducted dehumidifiers shall, in addition to conforming to the requirements of Section R403.13, conform to the following requirements: R403.13.1 Ducted dehumidifiers. If installed, a dehumidifier shall conform to the following requirements: 1. The minimum rated efficiency of the dehumidifier shall be greater than 1.7 liters/ kWh if the total dehumidifier capacity for the house is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity for the house is greater than or equal to 75 pints/day. 2. The dehumidifier shall be controlled by a sensor that is installed in a location where it is exposed to mixed house air. 3. Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated to a minimum of R-2. 4. Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential. 1. If a ducted dehumidifier is configured with return and supply ducts both connected into the supply side of the cooling system, a backdraft damper shall be installed in the supply air duct between the dehumidifier inlet and outlet duct. 2. If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central heating and cooling system, a backdraft damper shall be installed in the dehumidifier supply duct between the dehumidifier and central supply duct. 3. A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side upstream from the central cooling evaporator coil. 4. Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6. Project Name: Owner: Builder Name: Permit Office: Jurisdiction: Duval County Hutchcraft - 1205 Hibiscus St Street: City, State, Zip: Atlantic Beach , FL , 32233 1205 Hibiscus St 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 supply and return register boots that penetrate building thermal envelope shall be sealed to the sub-floor, wall covering or 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 finished surface. 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 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software7/10/2021 5:04 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 walls. Exterior walls adjacent to showers and tubs shall be insulated. 2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. a Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2020 Florida Building Code, Energy Conservation, 7th Edition Jurisdiction:Permit #: Job Information Builder:Community:Lot: NA Address: 1205 Hibiscus St City: Atlantic Beach State: FL Zip: 32233 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 R405-2020 (Performance) or R406-2020 (ERI), section labeled as infiltration, sub-section ACH50. ACH(50) specified on Form R405-2020-Energy Calc (Performance) or R406-2020 (ERI): 7.000 _________ x 60 ÷ ______________ = ____________2712 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 2020 7th 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: _________________________ 7/10/2021 5:05:16 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1 2021-Jul-10 13:33:56 Right-Suite® Universal 2021 21.0.07 RSU28254 Page 1 ...s St\Hutchcraft - 1205 Hibiscus St 7.6.2021.rup Calc = MJ8 Front Door faces: W Hutchcraft - 1205 Hibisc...Job:Manual S Compliance Report Jul 06, 2021Date:Entire House E-Calcs Plus, IncBy: E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 Email: eric@ecalcsplus.com Web: www.ecalcsplus.com License: HERS Rater ID# 0757810 Project Information Hutchcraft - 1205 Hibiscus StFor: 1205 Hibiscus St, Atlantic Beach, FL 32233 Cooling Equipment Design Conditions °F75.0Entering coil DB:Btuh6405Sensible gain:°F92.8Outdoor design DB: °F62.5Entering coil WB:Btuh966Latent gain:°F77.3Outdoor design WB: Btuh7371Total gain:°F75.0Indoor design DB: cfm300Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 38MAQB09+40MBCQ09Model:CarrierManufacturer: cfm300Actual airflow: % of load111Btuh7109Sensible capacity: % of load123Btuh1188Latent capacity: %86SHR:% of load113Btuh8297Total capacity: Heating Equipment Design Conditions °F70.0Entering coil DB:Btuh7396Heat loss:°F31.8Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 38MAQB09+40MBCQ09Model:CarrierManufacturer: cfm300Actual airflow: °F23Capacity balance:% of load122Btuh9000Output capacity: °F-99Economic balance:Btuh0Supplemental heat required: Meets all requirements of ACCA Manual S. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Jul-10 13:33:56Right-Suite® Universal 2021 21.0.07 RSU28254 Page 1...s St\Hutchcraft - 1205 Hibiscus St 7.6.2021.rup Calc = MJ8 Front Door faces: W Hutchcraft - 1205 Hibisc...Job:Project Summary Jul 06, 2021Date:Entire House E-Calcs Plus, IncBy: E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 Email: eric@ecalcsplus.com Web: www.ecalcsplus.com License: HERS Rater ID# 0757810 Project Information Hutchcraft - 1205 Hibiscus StFor:1205 Hibiscus St, Atlantic Beach, FL 32233 Notes: Design Information Jacksonville, FL, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F32 Outside db °F93Inside db °F70 Inside db °F75Design TD °F38 Design TD °F18Daily range MRelative humidity %50Moisture difference gr/lb52 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh7396 Structure Btuh6405DuctsBtuh0DuctsBtuh0Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0(none)(none)Humidification Btuh0 Blower Btuh0PipingBtuh0Equipment load Btuh7396 Use manufacturer's data yRate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh6405 Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Semi-tight0Fireplaces Structure Btuh966DuctsBtuh0Central vent (0 cfm)Btuh0 CoolingHeating (none)351351Area (ft²)Equipment latent load Btuh96628082808Volume (ft³)Air changes/hour 0.220.41 Equipment Total Load (Sen+Lat)Btuh7371Equiv. AVF (cfm)1019 Req. total capacity at 0.75 SHR ton0.7 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTrade Mini Split Trade Mini SplitModel 38MAQB09 Cond 38MAQB09AHRI ref Coil 40MBCQ09AHRI refEfficiency8.5 HSPF Efficiency 12.0 EER, 16 SEERHeating input Sensible cooling Btuh6750Heating output Btuh @ 47°F9000 Latent cooling Btuh2250Temperature rise °F27 Total cooling Btuh9000Actual air flow cfm300 Actual air flow cfm300Air flow factor cfm/Btuh0.041 Air flow factor cfm/Btuh0.047Static pressure in H2O0.50 Static pressure in H2O0.50Space thermostat Load sensible heat ratio 0.87Capacity balance point = 23 °F Backup: CarrierInput = 5 kW, Output = 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Jul-10 13:33:56 Right-Suite® Universal 2021 21.0.07 RSU28254 Page 1 ...s St\Hutchcraft - 1205 Hibiscus St 7.6.2021.rup Calc = MJ8 Front Door faces: W Hutchcraft - 1205 Hibisc...Job:Load Short Form Jul 06, 2021Date:Entire House E-Calcs Plus, IncBy: E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 Email: eric@ecalcsplus.com Web: www.ecalcsplus.com License: HERS Rater ID# 0757810 Project Information Hutchcraft - 1205 Hibiscus StFor: 1205 Hibiscus St, Atlantic Beach, FL 32233 Design Information InfiltrationClgHtg SimplifiedMethod9332Outside db (°F) Semi-tightConstruction quality7570Inside db (°F) 0Fireplaces1838Design TD (°F) M-Daily range 5050Inside humidity (%) 5234Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Mini Split Trade Mini Split Model 38MAQB09 Cond 38MAQB09 AHRI ref Coil 40MBCQ09 AHRI ref Efficiency 8.5 HSPF Efficiency 12.0 EER, 16 SEER Heating input Sensible cooling Btuh6750 Heating output Btuh @ 47°F9000 Latent cooling Btuh2250 Temperature rise °F27 Total cooling Btuh9000 Actual air flow cfm300 Actual air flow cfm300 Air flow factor cfm/Btuh0.041 Air flow factor cfm/Btuh0.047 Static pressure in H2O0.50 Static pressure in H2O0.50 Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 23 °F Backup: Carrier Input = 5 kW, Output = 17061 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) WIC1 35 946 211 38 10 BA1 50 1234 339 50 16 Living 266 5216 5856 212 274 Entire House p 351 7396 6405 300 300 Other equip loads 0 0 Equip. @ 1.00 RSM 6405 Latent cooling 966 TOTALS 351 7396 7371 300 300 Job #: Hutchcraft - 1205 Hibiscus St Performed by E-Calcs Plus, Inc for: Hutchcraft - 1205 Hibiscus St 1205 Hibiscus St Atlantic Beach, FL 32233 E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 www.ecalcsplus.com eric@ecalcsplus.com Scale: 1 : 64 Page 1 Right-Suite® Universal 2021 21.0.07 RSU28254 2021-Jul-10 13:34:25 ... - 1205 Hibiscus St 7.6.2021.rup N First Floor Garage WIC1 BA1 Living LOTS BLOCK AS SHOWN ON MAP OF PIAI$ 34.. OF THE PUBI-IC RLCORDS OF DUVAL COANTY, \LARDA CERTIFIED FOR:FT"CARLA HU AS RECORDED IN PLA BOOK IA PAGES LEVY ROAD LOi 4. oU 2A LOT 4 BLOCK 2J2r08.00 t (to.ez)!F- ,q l+l \ucl-\- q. q2 O o bEO x,r 6$a -r,\Jr A LOr 5 BLOCK 2J2 E Htrrulaf (4 Ns tsrfIH (>aI e q S (to.ae) LOr 6 BLOCK 232 () =s {l h t{J(!I Ir r. ,,J Us<09, >-*Ala t.I LOr I BLOCK 195 tor 1 ELOCK 194 LOT AREA 10,260 SO/FT. IMFERVIOUS AREA HOUSE t,215 SQ/FT PROPOSEDGARACE 7a9 SO/FTPORCH tJo gA/FT DECK 176 SO/FT S\DEWALK s2 SA/FT fi.8X EXISIIN6 ELEVANCNS sHowN |HUS (11"0) 6.9% 1.3% 1.77" 0.6% TO\AL 2,282 SO/FT 22.2r' NOIE: FENCES NOf SHOlul\l. +BENCH MARK NNL & TAB IN PAWMENT ELEV_|I.OO 88 DAruM.TOPOGRAPHTC WTH PLOT PLAN: W.O. 2021-440. FB 1234-52. 6-03-2021. BRL PROPOSED GARAtr lcr $(j H G aTza- ) 2 I25'X /", j l POR cov wooD DTCK AV \ c;ta) # t20s I STORY wo00 (t 1.5) (t 1.4) 27.3' (t t.o) Nst (t t.s) vdh") /€ Ef' 'r\tti A (fi.r) (fi.8) t.(1 t) IO" BRL l (fiH be{ 30.c' HEREON APPEARS TO LIE YlITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP_491L FOR DUVAL COUNTY FLORIDA, DATED IS SHOWY AS A COURTESY ONLY AND DOES NOT CONSNruTE A CERNFCANON OF SAME. fi-02-2018 THE PROPERTY SHOWU . AND ,Ttnr ?ilTlAtTtl:l r llTnI fi,L-,J I /-r. t -rJ iiLiV lJ5875 MlUlNG TERRACE #209, JACKSON SI.IRVEYORS. II'{C. vtLLE, FLORTDA 3225/ rcO+) 880-2535 LEGENDCM CONC. MONIP IRON PIPE I (,rrDl I I I ; ,,rrtrl H ua E (a Ns tsrtlH p \.)102.O0 ,20 LOT AREA 10,260 SO/FL IMPERVIOUS AREA HOUSE 1,215 SQ/Fr PROPOSEDGARAaE 709 SO/FTPORCH t30 5O/FTDECK 176 SQ//FT S\DEVALK 52 SO/FT LOT 4 BLOCK 232 a.p F\ A t*l\! c1-\.< q a,l\<O sbe AKt 6$s \IBln Ilql\sts f,,,,,itqlAlle LOr 5 ALOCK 2J2 aS L ao q S LOT 6 BLOCK 232 $ s o-lII a 102., t02. LOr I BLOCK 195 LOr I BLOCK 194 fi.8X EXIS/ING ELEVANONS sHow THUi (fi.o) NO\E: FENCES NOf SHOWI. 6.9% 1.32r t.7Z a.6z +BENCH MARK NAIL & TAB IN PAWMENT ELEV-II.OO E6 DAruM.TOPOGRAPHTC \UTH F|OT PLAN: W,O, 2O2l-440, FB 1234-52, 8-O3-2O21 TOTAL 2,282 SO/FT 22.2r" tf,)(t 4J. PRAPOSED GARAGE $ e ,r1 aTea ) 4I Il-5'x POR cov wooD D€CK AV \ eik) f t2a5 I STOIiY w0ao (t t.5)(t t.s) \ r.ji^) (71"1.(fi. (11.3)(lf 4) (fi.8) 27.3" @\\t 00.e) <- A A(l/,tryc,\6 oo"1.t) IO, BRL N "i H b 30.0' THE PROPERTY SHOWN HEREON APPEARS TO LIE WTHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP*409_ FOR DUVAL COUNTY, FLOR\DA, DATED ll-O2-2018 . AND IS SHOWV AS A COURTESY ONLY AND DOES NOT CONSNruTE A CERNFCANON OF SAME. TRI-STATE i.Ai{D SURVEYORS. II,{C.5875 MINING TERRACE #209, JACKSONVILLE, FLORIDA 32257 GO+) 880_2535 IHIS SURWY DOES NOT REFLECT OR DETERMINE OWVERSHIP.RIGI.IT-OF-WAY SIDEWALK DRIWWAY COWRED AREA CENTERLINE(il PLAT MEASUREMENTGM) FIELD MEASUREMENT.A/C AIR CONUNOMNG PAD(R) RADIAL DISTAN)E cot'tc. coNcREtt ESM'T EASEMENT A.R.L. BUILDINC RESIruCNON UNE PC POINT OF CURW PT PqNT OF TANGENCY LEGENO coNc. MoN IRON PIPE REBAR CM IP RA R/w s/w D,/w cov. e NOT VALID WTHOUT THE SIGNAruRE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURWYQR AND MAPPER, THIS SURIEY 9ASED APON DESCRIPNAN AS FURNISHED, AND IUTHOUT EENEFIT OF A NTLE BINDER qSTRACT OF NTLE_4VD ^ DEED RESEARCH. 1GNATRE DATE: 5-16-2o19 STATE AF FLORTDA (LB NO. 56t4M.P.5C,4LE:l'=20' REGISTEREDFIELD WORK DA CDF:.NO. / _l FORM R405-2020 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2020 Florida Building Code, Energy Conservation via the Residential Simulated Performance Alternative shall include: This checklist Form R405-2020 report 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: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed 2020 Envelope Leakage Test Report (usually one page); exception in R402.4 allows dwelling units of R-2 Occupancies and multiple attached single family dwellings to comply with Section C402.5 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 2020 Duct Leakage Test Report - Performance Method (usually one page) . 4/15/2021 1:01:39 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1 EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 47/10/2021 5:04 PM Project Name: Owner: Builder Name: Permit Office: Jurisdiction: Duval County Hutchcraft - 1205 Hibiscus St Street: City, State, Zip: Atlantic Beach , FL , 32233 1205 Hibiscus St 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 Detached 1 No 339 7. Windows a. U-Factor: S H G C : b. U-Factor: S H G C : c. U-Factor: S H G C : Dbl, U=0.29 91.00 ft² SHGC=0.22 N/A f t ² N/A f t ² 9. Floor Types a. Slab-On-Grade Edge Insulation b. N/A c. N/A R=0.0 339.00 ft² R=f t ² R=f t ² 10. Wall Types a. Concrete Block - Int Insul, Exterior R=4.1 504.00 ft² b. Frame - Wood, Adjacent R=13.0 136.00 ft² c. N/A R=f t ² 11. Ceiling Types a. Under Attic (Vented)R=30.0 339.00 ft² f t ² R=b. N/A c. N/A R = f t ² 12. Ducts 13. Cooling systems 14. Heating systems 15. Hot water systems a. Electric Cap: 40 gallons b. Conservation features None d. N/A R=f t ² Area Weighted Average Overhang Depth:2.945 ft. Area Weighted Average SHGC:0.220 Description Area Insulation Area Insulation Area Insulation Area 16. Credits Pstat - Replacement equipment (Bedrms In Addition) 0(0) (91.0 sqft.) (640.0 sqft.) (339.0 sqft.) (339.0 sqft.) Conditioned floor area below grade (ft²) 0 a. Central Unit a. Electric Heat Pump k B t u / h r 9.0 SEER:16.00 Efficiency k B t u / h r Efficiency 9.0 HSPF:8.50 f t ² R EF: 0.950 8. Skylights c. U-Factor:(AVG) S H G C ( A V G ) : N/A N/A f t ² Area Glass/Floor Area: 0.268 Total Proposed Modified Loads: Total Baseline Loads: 9.04 10.99 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) - Proposed Qn of NAN exceeds the performance method default limit of 0.08 and therefore does not require duct testing. R405 .2.3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method FORM R405-2020 E-Calcs Plus, Inc. July 10, 2021 PROJECT Title: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Duval County 1 Hutchcraft - 1205 Hibiscus St Family Type: New/Existing: Bedrooms: Conditioned Area: Total Stories: Worst Case: Rotate Angle: 0 No 1 339 0 Addition Detached Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: FL , 32233 Atlantic Beach , Duval 1205 Hibiscus St Street Address Comment: Building Type: User Cross Ventilation: No Whole House Fan: No 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 Entire House 339 2712 Number Name Area Volume SPACES Kitchen Occupants Bedrooms Cooled HeatedInfil ID Finished 1 WIC1 35 280 No 0 Yes Yes1 Yes 2 BA1 50 400 No 0 Yes Yes1 Yes 3 Living 254 2032 No Yes Yes1 Yes # Floor Type Area Tile Wood Carpet FLOORS Perimeter R-Value Joist R-ValueSpace Perimeter 1 35 ft² 1 0 0______ Slab-On-Grade Edge Insulatio - - - -012 ft WIC1 2 50 ft² 1 0 0______ Slab-On-Grade Edge Insulatio - - - -015 ft BA1 3 254 ft² 1 0 0______ Slab-On-Grade Edge Insulatio - - - -053 ft Living # Type Materials Color Absor. Roof Solar Deck Insul. Pitch ROOF Tested Roof Area Gable Area Emitt Tested EmittSA (deg) Rad Barr 1 Gable or Shed Composition shingles 367 ft² Medium 0.85 0 22.62______No70 ft² 0.9 NoN ATTIC # Type Ventilation Area RBS IRCCVent Ratio (1 in) ______ 1 Full attic Vented 339 ft² N N150 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 2 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT # Ceiling Type R-Value Area Framing Frac Truss Type CEILING Space Ins Type 1 Under Attic (Vented)30 35 ft² 0.1 Wood______WIC1 Blown 2 Under Attic (Vented)30 50 ft² 0.1 Wood______BA1 Blown 3 Under Attic (Vented)30 254 ft² 0.1 Wood______Living Blown WALLS #Wall Type R-Value Area Adjacent Framing Solar Ornt Fraction Absor. HeightWidth Ft In Ft InTo Cavity Sheathing R-ValueSpace Grade% Below 1 4.1 0WIC10005 8SConcrete Block - Int Insul 0.540Exterior40.0 ft² ____ 2 13 0WIC10007 8EFrame - Wood 0.010.23Garage56.0 ft² ____ 3 4.1 0BA10005 8NConcrete Block - Int Insul 0.540.25Exterior40.0 ft² ____ 4 13 0BA100010 8EFrame - Wood 0.010.23Garage80.0 ft² ____ 5 4.1 0Living00018 8NConcrete Block - Int Insul 0.540.25Exterior144.0 ft² ____ 6 4.1 0Living00018 8SConcrete Block - Int Insul 0.540.25Exterior144.0 ft² ____ 7 4.1 0Living00017 8WConcrete Block - Int Insul 0.540Exterior136.0 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 0.29 0.22 6.0 ft² 1 ft 4 in 0 ft 6 in NoneVinyl None______Yes3 N 2 N Low-E Double 0.29 0.22 15.0 ft² 1 ft 4 in 0 ft 6 in NoneVinyl None______Yes5 N 3 S Low-E Double 0.29 0.22 30.0 ft² 1 ft 4 in 0 ft 6 in NoneVinyl None______Yes6 N 4 W Low-E Double 0.29 0.22 40.0 ft² 5 ft 0 in 0 ft 6 in NoneVinyl None______Yes7 N # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation GARAGE 1 330 ft² 330 ft² 64 ft 8 ft 1______ Method CFM 50 ACH 50ELASLAScope INFILTRATION ACHEqLA# 316.4 717.36.000356Wholehouse .137232.59Proposed ACH(50)1 HEATING SYSTEM # System Type Efficiency Capacity DuctsSubtypeBlockSpeed 1 Electric Heat Pump/Suppleme HSPF:8.5 9 kBtu/hr ______DuctlessSplit1 Singl # System Type Efficiency Capacity Air Flow SHR COOLING SYSTEM DuctsSubtypeBlockSubtype 1 Central Unit/Supplemental for SEER: 16 9 kBtu/hr c f m 0.75______DuctlessSplit1 Singl 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 3 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT # System Type EF Cap Use SetPnt Conservation HOT WATER SYSTEM SubType Location 1 Electric 0.95 40 gal 60 gal 120 deg None______None Garage FSEC Company Name System Model # Collector Model # Collector SOLAR HOT WATER SYSTEM Storage FEFCert #Area Volume None None f t ² ______ 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 WIC1 Default(8 lbs/sq.ft.f t ² f t 0.3 BA1 Default(8 lbs/sq.ft.f t ² f t 0.3 Living 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT 1205 Hibiscus St, Atlantic Beach, FL, 32233 7/10/2021 5:04 PM7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 The lower the EnergyPerformance Index, the more efficient the home. 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 (ft²) Addition Detached 1 0(0) No 339 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=0.29 91.00 ft² SHGC=0.22 N/A f t ² N/A f t ² N/A f t ² 9. Floor Types a. Slab-On-Grade Edge Insulation b. N/A c. N/A R=0.0 339.00 ft² R=f t ² R=f t ² 10. Wall Type and Insulation a. Concrete Block - Int Insul, Exterior R=4.1 504.00 ft² b. Frame - Wood, Adjacent R=13.0 136.00 ft² c. N/A R=f t ² 11. Ceiling Type and insulation level a. Under Attic (Vented)R=30.0 339.00 ft² f t ² R=b. N/A c. N/A R = f t ² 12. Ducts, location & insulation level 13. Cooling systems 14. Heating systems k B t u / h r 15. Hot water systems a. Electric Cap: 40 gallons EF: 0.95 b. Conservation features None d. N/A R=f t ² Description Area Insulation Area Insulation Area Insulation Area Credits (Performance method)Pstat - Replacement equipment Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2.945 ft. 0.220 a. Electric Heat Pump 9.0 HSPF:8.50 a. Central Unit 9.0 SEER:16.00 k B t u / h r Efficiency Efficiency R f t ² 8. Skylights a. U-Factor(AVG): S H G C ( A V G ) : Description Area N/A N/A f t ² I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction 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: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. Page 1 of 1 FORM R405-2020 7/10/2021 5:04 PM Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods Florida Building Code, Energy Conservation, 7th Edition (2020) ADDRESS: 1205 Hibiscus St Atlantic Beach , FL , 32233 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). 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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 SECTION R402 BUILDING THERMAL ENVELOPE 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. If heated water circulation systems are installed, they 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. 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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. Duct leakage testing is required for Section R405 compliance where credit is taken for leakage, and a duct air leakage Qn to the outside of less than 0.080 (where Qn = duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is indicated in the compliance report for the proposed design. 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) 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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. R403.7.1 Equipment sizing (Mandatory). 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 an air handler that is integral to tested and listed HVAC equipment is used to provide whole-house mechanical ventilation, the air handler 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 HRV or ERV 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 1.2 cfm/watt 2.8 cfm/watt 1.4 cfm/watt 2.8 cfm/watt Any Any <90 Any (CFM) Range hoods Any 2.8 cfm/watt Any 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. 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. 7/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) 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 Florida Building Code, Energy Conservation—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 R403.7, 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 90 percent of the lamps in permanently installed luminaires shall have an efficacy of at least 45 lumens-per-watt or shall utilize lamps with an efficacy of not less than 65 lumens-per-watt. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 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 57/10/2021 5:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software 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. R403.10.4 Gas- and oil-fired pool and spa heaters. 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. Exception: 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. R403.10.3 Covers. R403.13 Dehumidifiers (Mandatory Ducted dehumidifiers shall, in addition to conforming to the requirements of Section R403.13, conform to the following requirements: R403.13.1 Ducted dehumidifiers. If installed, a dehumidifier shall conform to the following requirements: 1. The minimum rated efficiency of the dehumidifier shall be greater than 1.7 liters/ kWh if the total dehumidifier capacity for the house is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity for the house is greater than or equal to 75 pints/day. 2. The dehumidifier shall be controlled by a sensor that is installed in a location where it is exposed to mixed house air. 3. Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated to a minimum of R-2. 4. Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential. 1. If a ducted dehumidifier is configured with return and supply ducts both connected into the supply side of the cooling system, a backdraft damper shall be installed in the supply air duct between the dehumidifier inlet and outlet duct. 2. If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central heating and cooling system, a backdraft damper shall be installed in the dehumidifier supply duct between the dehumidifier and central supply duct. 3. A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side upstream from the central cooling evaporator coil. 4. Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6. Project Name: Owner: Builder Name: Permit Office: Jurisdiction: Duval County Hutchcraft - 1205 Hibiscus St Street: City, State, Zip: Atlantic Beach , FL , 32233 1205 Hibiscus St 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 supply and return register boots that penetrate building thermal envelope shall be sealed to the sub-floor, wall covering or 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 finished surface. 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 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software7/10/2021 5:04 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 walls. Exterior walls adjacent to showers and tubs shall be insulated. 2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. a Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2020 Florida Building Code, Energy Conservation, 7th Edition Jurisdiction:Permit #: Job Information Builder:Community:Lot: NA Address: 1205 Hibiscus St City: Atlantic Beach State: FL Zip: 32233 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 R405-2020 (Performance) or R406-2020 (ERI), section labeled as infiltration, sub-section ACH50. ACH(50) specified on Form R405-2020-Energy Calc (Performance) or R406-2020 (ERI): 7.000 _________ x 60 ÷ ______________ = ____________2712 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 2020 7th 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: _________________________ 7/10/2021 5:05:16 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1 2021-Jul-10 13:33:56 Right-Suite® Universal 2021 21.0.07 RSU28254 Page 1 ...s St\Hutchcraft - 1205 Hibiscus St 7.6.2021.rup Calc = MJ8 Front Door faces: W Hutchcraft - 1205 Hibisc...Job:Manual S Compliance Report Jul 06, 2021Date:Entire House E-Calcs Plus, IncBy: E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 Email: eric@ecalcsplus.com Web: www.ecalcsplus.com License: HERS Rater ID# 0757810 Project Information Hutchcraft - 1205 Hibiscus StFor: 1205 Hibiscus St, Atlantic Beach, FL 32233 Cooling Equipment Design Conditions °F75.0Entering coil DB:Btuh6405Sensible gain:°F92.8Outdoor design DB: °F62.5Entering coil WB:Btuh966Latent gain:°F77.3Outdoor design WB: Btuh7371Total gain:°F75.0Indoor design DB: cfm300Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 38MAQB09+40MBCQ09Model:CarrierManufacturer: cfm300Actual airflow: % of load111Btuh7109Sensible capacity: % of load123Btuh1188Latent capacity: %86SHR:% of load113Btuh8297Total capacity: Heating Equipment Design Conditions °F70.0Entering coil DB:Btuh7396Heat loss:°F31.8Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 38MAQB09+40MBCQ09Model:CarrierManufacturer: cfm300Actual airflow: °F23Capacity balance:% of load122Btuh9000Output capacity: °F-99Economic balance:Btuh0Supplemental heat required: Meets all requirements of ACCA Manual S. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Jul-10 13:33:56Right-Suite® Universal 2021 21.0.07 RSU28254 Page 1...s St\Hutchcraft - 1205 Hibiscus St 7.6.2021.rup Calc = MJ8 Front Door faces: W Hutchcraft - 1205 Hibisc...Job:Project Summary Jul 06, 2021Date:Entire House E-Calcs Plus, IncBy: E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 Email: eric@ecalcsplus.com Web: www.ecalcsplus.com License: HERS Rater ID# 0757810 Project Information Hutchcraft - 1205 Hibiscus StFor:1205 Hibiscus St, Atlantic Beach, FL 32233 Notes: Design Information Jacksonville, FL, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F32 Outside db °F93Inside db °F70 Inside db °F75Design TD °F38 Design TD °F18Daily range MRelative humidity %50Moisture difference gr/lb52 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh7396 Structure Btuh6405DuctsBtuh0DuctsBtuh0Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0(none)(none)Humidification Btuh0 Blower Btuh0PipingBtuh0Equipment load Btuh7396 Use manufacturer's data yRate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh6405 Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Semi-tight0Fireplaces Structure Btuh966DuctsBtuh0Central vent (0 cfm)Btuh0 CoolingHeating (none)351351Area (ft²)Equipment latent load Btuh96628082808Volume (ft³)Air changes/hour 0.220.41 Equipment Total Load (Sen+Lat)Btuh7371Equiv. AVF (cfm)1019 Req. total capacity at 0.75 SHR ton0.7 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeMini Split Trade Mini SplitModel38MAQB09Cond38MAQB09AHRI ref Coil 40MBCQ09AHRI refEfficiency8.5 HSPF Efficiency 12.0 EER, 16 SEERHeating input Sensible cooling Btuh6750Heating output Btuh @ 47°F9000 Latent cooling Btuh2250Temperature rise °F27 Total cooling Btuh9000Actual air flow cfm300 Actual air flow cfm300Air flow factor cfm/Btuh0.041 Air flow factor cfm/Btuh0.047Static pressure in H2O0.50 Static pressure in H2O0.50Space thermostat Load sensible heat ratio 0.87Capacity balance point = 23 °F Backup: CarrierInput = 5 kW, Output = 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Jul-10 13:33:56 Right-Suite® Universal 2021 21.0.07 RSU28254 Page 1 ...s St\Hutchcraft - 1205 Hibiscus St 7.6.2021.rup Calc = MJ8 Front Door faces: W Hutchcraft - 1205 Hibisc...Job:Load Short Form Jul 06, 2021Date:Entire House E-Calcs Plus, IncBy: E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 Email: eric@ecalcsplus.com Web: www.ecalcsplus.com License: HERS Rater ID# 0757810 Project Information Hutchcraft - 1205 Hibiscus StFor: 1205 Hibiscus St, Atlantic Beach, FL 32233 Design Information InfiltrationClgHtg SimplifiedMethod9332Outside db (°F) Semi-tightConstruction quality7570Inside db (°F) 0Fireplaces1838Design TD (°F) M-Daily range 5050Inside humidity (%) 5234Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Mini Split Trade Mini Split Model 38MAQB09 Cond 38MAQB09 AHRI ref Coil 40MBCQ09 AHRI ref Efficiency 8.5 HSPF Efficiency 12.0 EER, 16 SEER Heating input Sensible cooling Btuh6750 Heating output Btuh @ 47°F9000 Latent cooling Btuh2250 Temperature rise °F27 Total cooling Btuh9000 Actual air flow cfm300 Actual air flow cfm300 Air flow factor cfm/Btuh0.041 Air flow factor cfm/Btuh0.047 Static pressure in H2O0.50 Static pressure in H2O0.50 Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 23 °F Backup: Carrier Input = 5 kW, Output = 17061 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) WIC1 35 946 211 38 10 BA1 50 1234 339 50 16 Living 266 5216 5856 212 274 Entire House p 351 7396 6405 300 300 Other equip loads 0 0 Equip. @ 1.00 RSM 6405 Latent cooling 966 TOTALS 351 7396 7371 300 300 Job #: Hutchcraft - 1205 Hibiscus St Performed by E-Calcs Plus, Inc for: Hutchcraft - 1205 Hibiscus St 1205 Hibiscus St Atlantic Beach, FL 32233 E-Calcs Plus, Inc Serving all of Florida Phone: 833.322.5271 www.ecalcsplus.com eric@ecalcsplus.com Scale: 1 : 64 Page 1 Right-Suite® Universal 2021 21.0.07 RSU28254 2021-Jul-10 13:34:25 ... - 1205 Hibiscus St 7.6.2021.rup N First Floor Garage WIC1 BA1 Living 8' F L A T C E I L I N G EX P O S E D T O W I N D 8' F L A T C E I L I N G AL L B E A M S A N D H E A D E R S B Y O T H E R S A0 1 A0 2 A0 2 A0 2 A0 2 A0 2 A0 2 A0 2 HJ7 C J 1 C J 3 C J 5 CJ 1 CJ 3 CJ 5 E J 7 H J7 C J 1 C J 3 C J 5 CJ 1 CJ 3 CJ 5 E J 7 E J 7 A0 1 A0 2 A0 2 A0 2 A0 2 A0 2 A0 2 A0 2HJ7C J 1 C J 3 C J 5 CJ 1 CJ 3 CJ 5 E J 7 HJ7A C J 1 C J 3 C J 5 CJ 1 CJ 3 CJ 5 A E J 7 A E J 7 7 - 0 0 - 0 0 1 4 - 0 0 - 0 0 1- 0 0 - 0 0 1 4 - 0 0 - 0 0 7 - 0 0 - 0 0 5 - 0 0 - 0 0 3 8 - 0 0 - 0 0 4 3 - 0 0 - 0 0 16 - 0 6 - 0 0 8- 0 0 - 0 0 8- 0 6 - 0 0 16 - 0 6 - 0 0 4 3 - 0 0 - 0 0 8' B E A R I N G CAUTION!!!DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS.ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING,SHINGLES, ETC.)ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES.REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING.1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE.2) BEARING BLOCK REQUIREMENTS.3) SCAB DETAILS (IF REQUIRED)4) UPLIFT AND GRAVITY REACTIONS.WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By BUILDERS FIRST SOURCE.NO EXCEPTIONS.The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent B r a c i n g , A n d C e i l i n g A n d Roof D i a p h r a g m C o n n e c t i o n s . BEARING H E I G H T S C H E D U L E 4408 A i r p o r t R o a d Plant C i t y , F L 3 3 5 6 3 Ph. ( 8 1 3 ) 3 0 5 - 1 3 0 0 Fax ( 8 1 3 ) 3 0 5 - 1 3 0 1 IMPORTANT This D r a w i n g M u s t B e A p p r o v e d A n d Returned B e f o r e F a b r i c a t i o n W i l l Begin. F o r Y o u r P r o t e c t i o n C h e c k A l l Dimensions A n d C o n d i t i o n s P r i o r T o Approval O f P l a n . SIGNATURE B E L O W I N D I C A T E S A L L NOTES A N D D I M E N S I O N S H A V E BEEN A C C E P T E D . By _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ VERIFY A L L D I M E N S I O N S A N D C E I L I N G C O N D I T I O N S P R I O R T O A P P R O V A L SOME C E I L I N G F R A M I N G R E Q U I R E D I N F I E L D B Y B U I L D E R CITY:SCALE:MODEL:ADDRESS:SUBDIVISION:JOB # : DRAWN B Y : BUILDER:DATE:PROJECT:LOT / B L O C K : 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2832796 - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 10 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: N/A Customer Info: WILL HUTCHCRAFT Project Name: HUTCHCRAFT RES DETACHED GARAGE Model: N/A Subdivision: N/A Address: 1205 HIBISCUS ST, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 19,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No. Seal# Truss Name 1 T24711270 A01 Date 7/19/212 T24711271 A02 7/19/213 T24711272 CJ1 7/19/214 T24711273 CJ3 7/19/215 T24711274 CJ5 7/19/216 T24711275 CJ5A 7/19/217 T24711276 EJ7 7/19/218 T24711277 EJ7A 7/19/219 T24711278 HJ7 7/19/2110 T24711279 HJ7A 7/19/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss A01 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T24711270 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:42 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-NAcGanL2TpM8z812F9CjiZ4cLRuIJEMlRnpUokyxUHt Scale = 1:31.6 1 2 3 4 5 6 9 8 7 16 5x6 5x6 4x4 4x6 2x4 2x4 4x4 7-0-0 7-0-0 9-6-0 2-6-0 16-6-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 9-6-0 2-6-0 16-6-0 7-0-0 17-10-0 1-4-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.96 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.29 -0.06 (loc) 9-12 7-15 5 l/defl >918 >693 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. REACTIONS. (size) 2=0-5-8, 5=0-5-8 Max Horz 2=115(LC 7) Max Uplift 2=-1232(LC 8), 5=-1232(LC 8) Max Grav 2=1398(LC 1), 5=1400(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2771/2336, 3-4=-2518/2254, 4-5=-2771/2336 BOT CHORD 2-9=-1957/2491, 7-9=-1973/2518, 5-7=-1958/2490 WEBS 3-9=-318/638, 4-7=-317/641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1232, 5=1232. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 lb down and 433 lb up at 7-0-0, and 127 lb down and 240 lb up at 8-3-0, and 225 lb down and 433 lb up at 9-6-0 on top chord, and 460 lb down and 377 lb up at 7-0-0, and 83 lb down at 8-3-0, and 460 lb down and 377 lb up at 9-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 10-13=-20 Continued on page 2 July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss A01 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T24711270 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:42 2021 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-NAcGanL2TpM8z812F9CjiZ4cLRuIJEMlRnpUokyxUHt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-153(B) 4=-153(B) 8=-63(B) 9=-408(B) 7=-408(B) 16=-127(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss A02 Truss Type ROOF TRUSS Qty 14 Ply 1 Job Reference (optional) T24711271 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:43 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-rMAen7MgE7U?aIbFpsjyFndtUrLf2fAugRZ2LAyxUHs Scale = 1:31.1 1 2 3 4 5 6 7 9 8 16 17 18 19 3x4 5x6 4x4 2x4 3x4 2x4 3x4 4-6-0 4-6-0 12-0-0 7-6-0 16-6-0 4-6-0 -1-4-0 1-4-0 4-6-0 4-6-0 8-3-0 3-9-0 12-0-0 3-9-0 16-6-0 4-6-0 17-10-0 1-4-0 0- 4 - 1 3- 9 - 5 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.50 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.21 0.02 (loc) 8-9 8-9 6 l/defl >999 >953 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-5 oc bracing. REACTIONS. (size) 2=0-5-8, 6=0-5-8 Max Horz 2=132(LC 11) Max Uplift 2=-585(LC 12), 6=-585(LC 12) Max Grav 2=743(LC 1), 6=743(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1324/1295, 3-4=-1373/1491, 4-5=-1347/1455, 5-6=-1321/1298 BOT CHORD 2-9=-1029/1185, 8-9=-594/761, 6-8=-1053/1182 WEBS 4-8=-577/606, 5-8=-259/464, 4-9=-611/628, 3-9=-265/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 8-3-0, Exterior(2R) 8-3-0 to 11-3-0, Interior(1) 11-3-0 to 17-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=585, 6=585. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss CJ1 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T24711272 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:43 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-rMAen7MgE7U?aIbFpsjyFndw_rSn2j9ugRZ2LAyxUHs Scale = 1:6.6 1 2 3 4 3x4 0-11-4 0-11-4 -1-4-0 1-4-0 0-11-4 0-11-4 0- 4 - 1 0- 8 - 1 2 5.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-7(LC 9), 2=-297(LC 12), 4=-21(LC 1) Max Grav 3=20(LC 12), 2=183(LC 1), 4=58(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=297. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss CJ3 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T24711273 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:44 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-KYk1_TNI?RcrCSARMaEBn_A5kElunAP1u4IbtcyxUHr Scale = 1:10.8 1 2 8 3 4 3x4 2-11-4 2-11-4 -1-4-0 1-4-0 2-11-4 2-11-4 0- 4 - 1 1- 6 - 1 2 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=187(LC 12) Max Uplift 3=-104(LC 12), 2=-274(LC 12), 4=-6(LC 9) Max Grav 3=91(LC 17), 2=219(LC 1), 4=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 2-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=104, 2=274. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss CJ5 Truss Type Jack-Open Qty 7 Ply 1 Job Reference (optional) T24711274 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:45 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-olIPCpOxmkkiqcldwHlQKCi8zezcWdfB7k29P3yxUHq Scale = 1:14.9 1 2 8 3 4 3x4 4-11-4 4-11-4 -1-4-0 1-4-0 4-11-4 4-11-4 0- 4 - 1 2- 4 - 1 2 2- 0 - 5 2- 4 - 1 2 5.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.79 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.09 -0.00 (loc) 4-7 4-7 3 l/defl >612 >632 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=271(LC 12) Max Uplift 3=-207(LC 12), 2=-321(LC 12), 4=-12(LC 12) Max Grav 3=167(LC 17), 2=297(LC 17), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 4-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=207, 2=321. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss CJ5A Truss Type Jack-Open Supported Gable Qty 1 Ply 1 Job Reference (optional) T24711275 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:45 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-olIPCpOxmkkiqcldwHlQKCiDve6zWaSB7k29P3yxUHq Scale = 1:14.9 1 2 3 4 6 5 7 2x4 2x4 4x4 2x4 2x4 -1-4-0 1-4-0 4-11-4 4-11-4 0- 4 - 1 2- 4 - 1 2 5.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.07 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=4-11-4, 2=4-11-4, 6=4-11-4 Max Horz 2=203(LC 9) Max Uplift 5=-41(LC 9), 2=-236(LC 12), 6=-137(LC 12) Max Grav 5=51(LC 19), 2=204(LC 1), 6=214(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/211 WEBS 3-6=-329/691 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-11 to 1-7-5, Exterior(2N) 1-7-5 to 4-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=236, 6=137. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss EJ7 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T24711276 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:46 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-GxsnP9PZX2sZRmKpU_GfsPFNH2FCF4uKMOnixVyxUHp Scale = 1:19.1 1 2 8 9 3 4 4x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.57 0.90 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.25 -0.01 (loc) 4-7 4-7 3 l/defl >352 >339 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-6-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-218(LC 12), 2=-300(LC 12) Max Grav 3=187(LC 1), 2=369(LC 1), 4=123(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=218, 2=300. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss EJ7A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24711277 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:47 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-k7Q9dVPBIM_Q3vv02inuPdnXoSdh_X8Ub2XFUxyxUHo Scale = 1:19.1 1 2 9 10 3 11 12 5 4 4x4 5-2-12 5-2-12 7-0-0 1-9-4 -1-4-0 1-4-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.82 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 0.18 -0.01 (loc) 5-8 5-8 3 l/defl >322 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-5-8, 5=0-5-8. (lb) - Max Horz 2=278(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=-220(LC 12), 2=-396(LC 12), 5=-290(LC 12) Max Grav All reactions 250 lb or less at joint(s) 3, 4, 5 except 2=316(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=220, 2=396, 5=290. July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T24711278 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:47 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-k7Q9dVPBIM_Q3vv02inuPdnY8Sjr_R0Ub2XFUxyxUHo Scale = 1:21.6 1 2 3 7 6 11 12 4 13 14 15 53x4 3x4 2x4 3x4 5-8-1 5-8-1 9-10-1 4-1-15 -1-10-10 1-10-10 5-8-1 5-8-1 9-10-1 4-1-15 0- 4 - 1 3- 2 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.42 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 -0.02 (loc) 6-7 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-5-8, 5=Mechanical Max Horz 2=276(LC 8) Max Uplift 4=-166(LC 8), 2=-608(LC 8), 5=-367(LC 8) Max Grav 4=112(LC 1), 2=607(LC 28), 5=451(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1045/788 BOT CHORD 2-7=-900/987, 6-7=-900/987 WEBS 3-7=-56/295, 3-6=-1079/984 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=166, 2=608, 5=367. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 119 lb up at 4-2-15, 88 lb down and 119 lb up at 4-2-15, and 151 lb down and 231 lb up at 7-0-14, and 151 lb down and 231 lb up at 7-0-14 on top chord, and 46 lb down and 8 lb up at 1-4-15, 46 lb down and 8 lb up at 1-4-15, 29 lb down and 21 lb up at 4-2-15, 29 lb down and 21 lb up at 4-2-15, and 50 lb down and 39 lb up at 7-0-14, and 50 lb down and 39 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-76(F=-38, B=-38) 14=-10(F=-5, B=-5) 15=-64(F=-32, B=-32) July 19,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2832796 Truss HJ7A Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24711279 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 16 13:01:48 2021 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Jk43zaV1I75W6drkA_?XkoyxUZr-CKzXqrQp3f6Hh3UCbPI7yqKhXs2ojzkdpiGp0OyxUHn Scale = 1:21.6 1 2 3 7 6 11 4 12 13 53x4 3x4 2x4 3x4 7-4-0 7-4-0 9-10-1 2-6-1 -1-10-10 1-10-10 7-4-0 7-4-0 9-10-1 2-6-1 0- 4 - 1 3- 2 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.51 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 0.19 -0.00 (loc) 7-10 7-10 5 l/defl >372 >461 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-5-8, 7=0-5-8. (lb) - Max Horz 2=276(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=-512(LC 8), 5=-126(LC 8), 7=-606(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=425(LC 28), 7=521(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-7=-254/177, 6-7=-254/177 WEBS 3-7=-286/314, 3-6=-250/358 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=512, 5=126, 7=606. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 119 lb up at 4-2-15, 88 lb down and 119 lb up at 4-2-15, and 127 lb down and 55 lb up at 7-0-14, and 151 lb down and 231 lb up at 7-0-14 on top chord, and 119 lb down and 5 lb up at 1-4-15, 119 lb down and 5 lb up at 1-4-15, 101 lb down and 15 lb up at 4-2-15, and 101 lb down and 15 lb up at 4-2-15, and 52 lb down and 21 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-38(F) 7=-32(F) 13=-10(F=-5, B=-5) July 19,2021 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s GENERAL NOTES: 1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be furnished by those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as a thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 and 1610 of the Florida Building Code, and/or Sections R301.1 (excluding "flood" design, unless specifically noted within these documents), R301.1.3 and R301.2.1.4 along with Tables R301.5, R301.6 and R301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, drawings, details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally, the engineer's scope of work specifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products design (except EWP specified herein), etc.] as well as other disciplines of engineering - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc. And, the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature, including but not limited to egress and life safety; moisture protection, infiltration and/or resistance; resistance to wood destroying organisms ("WDO"); fire-resistance; energy efficiency, etc. The engineer further warrants that the structure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections of the code and makes no other claims, warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be responsibility of the appropriate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify as appropriate for the intended purpose. 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effects thereof. It is the responsibility of others - i.e. owner, architect, contractor, site developer and/or building official, individually and collectively - to establish the minimum appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than the minimum prescribed by FEMA, as prescribed by FEMA and enhanced by the local controlling authority, or as prescribed by the community engineering and approved by the local controlling authority. Furthermore, the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone "V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V-class flood zones. 4. The design(s) depicted within these engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referenced herein) as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors or omissions contained within the design(s) or documents, nor of any inconsistencies between the design(s) and documents and the applicable laws, codes, et al. However, should any portion of these engineering documents be found to include an error or omission, the engineer, upon appropriate notification, will correct the document(s) in a timely fashion without additional fee to the client - unless the error or omission arose from flawed, incomplete or ambiguous data provided to the engineer, which will result in additional fees due to the engineer for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision, correction or update to the engineering documents or addendum thereto. 5. These engineering documents may be used one-time-only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used to execute (a) subsequent structure(s) or elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. 8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to the engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during construction, construction should cease until such time as the discrepancies have been resolved. 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations and other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information or for claims arising from the use thereof. 10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. 11. These engineering documents should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall framing shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings, or based upon notes or references included in the architectural drawings. 12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts, studs, joists, rafters, sheathing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on the associated architectural drawings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced, within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using the documents for any purpose. If (a) page(s) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents before proceeding with intended use. 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having jurisdiction over the construction and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible for the means and methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes and standards. Under no circumstance shall these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed, b) they have been approved, and c) (an) appropriate permit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) or their designee(s). Furthermore, all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authority(ies) responsible for the issuance of any permit(s) and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or similar statement of completion) shall be issued for the structure depicted within these engineering documents, nor shall the structure be occupied or otherwise used for any purpose, until such time as the authority(ies) having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe, sound and in compliance with all applicable laws, rules, codes, etc., and consistent with the drawings, details, tables, references and specifications depicted within these engineering documents. 15. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to determine the proper erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs, as well as insure the soundness of the structure and its sub-elements and/or components throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s) and labor contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe, plumb and level structure during the construction process, until such time as all of the structural elements and components depicted within these documents are properly installed, inspected and approved. Bracing shown throughout these engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 16. Yet-to-be-installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on the floor(s) or roof(s) of the structure depicted within these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of the floor or roof; Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf for roofs. 17. All materials specified within these engineering documents shall be installed properly, in a workman-like manner and in accordance with the directions and instructions provided by the manufacturer, or as otherwise indicated by the code or associated product approval document. 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associated standards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are routinely updated and/or supplemented, the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and enforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective date of the edition of the code, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to the engineer, who may subsequently be contracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/or methodologies. In no case shall these documents be used for permitting or construction more than one (1) year after their date of original issue. 19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extreme care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors, omissions and/or conflicts. However, the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the engineer to foresee every potential conflict, ambiguity, inaccuracy or oversight during the "paper" phase, opportunities do exist for the design to require additional effort once construction has commenced. This, combined with the relatively low fee (relative to the cost of the structure) associated with providing the engineering services as depicted herein, causes the engineer to be unable to accept "back-charges" for errors or omissions contained within the design(s) depicted herein. 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. For cause, upon notice, the documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements contained herein are prohibited without the expressed written consent of the engineer. 21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used resources reasonably available to him, based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site or location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps published by the local controlling authority and/or the state DCA, and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the wind speed, exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him by the client (or others), or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. SPECIFICATIONS: WOOD FRAME WALLS 1. Unless otherwise specifically indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform-framed") when fully-braced by an intersecting sheathed floor system. Stairs, stair stringers and some intermediate roofs do not qualify as an "intersecting floor system" and should not be used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing (studs) shall be continuous and uninterrupted between points of lateral support. 2. All top- and shoe- or sole-plate material shall be #2 SYP lumber w/ maximum 19% moisture content. Shoe- or sole-plate material in contact with concrete or masonry shall be pressure preservative treated. 3. All vertical wall framing (studs) - including "jacks" and "trimmers" - through 2x6 shall be #2, #3 or Stud Grade SPF lumber, as indicated on the plan(s) and/or table(s), w/ maximum 19% moisture content - except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing (studs) larger than 2x6 shall be #2 SYP lumber w/ maximum 19% moisture content unless otherwise noted or specified on the framing plans and/or details. 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. 5. In some instances, these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as specified either in the stud table(s) or relevant notes. In such instances, any of the following three options may be used to resolve the conflicting thicknesses: a) The thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall; b) The adjacent wall may be furred-out to a thickness similar to that of the column so as to conceal the thickness of the column within the wall; or, c) The column and adjacent wall may remain different thicknesses and the column "wrapped" with a finish material (i.e. gypsum, etc.) and left semi-exposed into an interior space within the structure. Additionally, if none of the three aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood (EWP) or structural steel column may be used within the allotted wall cavity. FIELD FRAMING 1. Limited elements or areas of the design(s) depicted within these engineering documents may include the label or reference "field frame" or similar. At these confined locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include stairs and/or landings, plant shelves, widows walks, radiused floors and/or walls, decorative or volume ceiling treatments and similar, non-typical construction and/or accessories. As such, the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or her own design for elements or applications specified as "field framing" or similar. The design(s) and execution thereof shall be in conformance with all applicable laws, rules, codes, etc. and shall be to the executed to the satisfaction of the Building Official. SPECIFICATIONS: (continued) OTHER FRAMING 1. All structural (dimensional/solid-sawn) framing members, except as noted or specified otherwise, shall be #2 SYP lumber w/ maximum 19% moisture content. 2. All engineered wood beams shall be Trus Joist/I-Level/Weyerhaeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. 3. All engineered wood posts or columns shall be Trus Joist/I-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members, as specified, or equivalent, except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form the specified dimensions; they must be solid, one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members - i.e. 4x4, 4x6, 6x6, etc. - may be replaced by a similar-sized (e.g. a 5.25" x 5.25" EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or documentation required by the engineer. 4. All nailing shall be with "common" nails, except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails or screws. 5. All engineered components, including roof trusses, floor trusses, I-joist, etc., shall be installed in accordance with the manufacturer's specifications, instructions and directions. 6. All sheathing shall be either APA- or TECO-rated, Eposure 1, PS1/PS2 (Structural 1 rated sheathing NOT required except when specifically identified as such). Sheathing may be either OSB or plywood, unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly blocked. Use of "ply clips" or similar edge support is required at unsupported panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. Use of "ply clips" or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of "ply clips" or similar edge support is recommended at unsupported panel edges of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roof and wall sheathing shall not be less than 7/16" thick. Floor sheathing shall not be less than 23/32" thick, with all panel edges supported (tongue & grove or blocked). Some design loads require thicker panels; see sheathing specifications for specific minimum panel thicknesses, required span ratings and fastening information. 7. At exterior walls clad with a stucco or an applied-stone veneer finish, the APA (www.apawood.org) recommends the use of either 15/32" thick, 32/16 span-rated sheathing (Exposure 1, PS1/PS2) or 7/16" thick, 24/16 span-rated Structural I rated sheathing when the sheathing is installed with a vertical orientation (long axis parallel to the studs) on the wall (see Technical Bulletin TB-202 for additional information). The discretion to enforce the aforementioned recommendation is at the sole discretion of the local Building Official. Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance the construction of the exterior walls. 8. Metal connectors shall be Simpson brand hardware, as specified herein, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. Alternates to the specified Simpson connectors may be used, provided that the alternate connectors meet or exceed the specifications of the connector(s) specified and have appropriate product approval and installation instructions and directions. FOUNDATIONS, CONCRETE & MASONRY 1. The foundation design(s) depicted within these engineering documents has been completed in accordance with recognized standards, recommended soil design parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s) depicted herein is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage, maintenance, the construction of partitions above floor slabs, finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future performance. 2. The foundation design(s) depicted within these engineering documents has/have been prepared based on a relatively flat, well drained building site featuring exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load (at-rest pressure) of 60#/sf per foot of depth with a level back slope. Should site conditions be adverse to- or otherwise inconsistent with the aforementioned parameters, construction shall cease immediately and the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. 3. Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor system above or otherwise properly braced or shored to prevent damage to the wall. 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the Building Official. 5. All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated column or wall, unless indicated otherwise. 6. The location of steps, jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps, jogs and elevation changes indicated or otherwise known to the engineer have been depicted within these engineering documents, it is understood that some of these items may change during actual construction. The design(s) depicted herein can only address the proper foundation configuration as specifically depicted herein and could require additional analysis and effort should field revisions merit. 7. Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural system. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to adequately shore the walls throughout the construction process to maintain the integrity of the design(s). 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location, as well as for an additional five feet or more beyond the perimeter thereof. Unless otherwise indicated, all footings and flat concrete shall bear upon non-organic, undisturbed soils compacted to a density of not less than 95% of Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of not less than two feet (24 inches) below the bottom of the footing or slab; Or, upon clean GW-, GP-, SW-, and/or SP-class fills with any organic materials removed. Fill, as required, shall be placed atop non-organic, undisturbed soils (with the compaction thereof verified as previously referenced) and added in one foot (12 inch) lifts and each lift shall be compacted to a density of not less than 95% of Modified Proctor Maximum Dry Density (ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the building site or at the direction of the Building Official, as deemed necessary to achieve the minimum required (2,000#/sf) soil bearing capacity, but in no case shall the site be prepared to a lesser degree than that which is outlined herein. 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings (no less than 4" nominal thickness in any instance) and be placed atop (minimum) 6mil polyethylene (visqueen) barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4x1.4 WWM, lapped not less than 8" at edges/ends, in conformance with ASTM A-185, or Fiber-Mesh reinforcement shall be used with minimum 2" fiber length at a rate of 1 lb. per cubic yard of concrete, complying with ASTM C-1116. 10. Minimum compressive strength of all concrete used for foundations, slabs, etc. shall be 2,500psi at 28 days. 11. Where indicated, cores or cells of block masonry (CMU) shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less than 3,000psi at 28 days. 12. Reinforcement shall be detailed in accordance with ACI 315, Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: a) Concrete cast against earth:3" b) Formed concrete exposed to earth or weather:1½" c) Interior slabs, walls, etc.:¾" 13. All reinforcement shall be conform to ASTM A-615 and be grade 40 (G40) unless indicated on the plans and/or details as grade 60 (G60). All longitudinal (horizontal) reinforcing in walls and footings shall be continuous at/around corners and intersections, and/or matching corner bars shall be used. All longitudinal (horizontal) reinforcing shall be lapped at splices a minimum of 40 bar diameters (20" minimum lap for #4 and smaller reinforcing) and all vertical reinforcing shall be lapped at splices a minimum of 25". 14. ALL concrete operations - including but not limited to mix design, mixing, transporting, reinforcing detailing and placing, placing, curing and testing - shall be done in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." 15. All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. 16. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrete Masonry Units, Type I, Grade N-1, normal weight, with a minimum compressive strength of 2,000psi (f'm = 1,500psi). 17. Mortar shall conform to ASTM C270 and be Type S. 18. Grout, when specified, shall conform to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" and 11". 19. Pre-cast and/or pre-stressed lintels, manufactured by CastCrete, shall be provided over all openings in CMU walls, unless specified differently on the drawings. Lintels shall be of adequate size, strength and reinforcement for the given span and loading conditions. 20. Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304. STEEL 1. Steel elements shall be detailed, fabricated and erected in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel Buildings," 9th edition. 2. Structural steel shall be ASTM A36, except as noted below: a) Pipe ASTM A53, Type E or S, grade B b) Tube ASTM A500 3. All bolts, anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. 4. Hex nuts and couplers/couplings used for bolts, anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM A307, A36, SAE 1018 and Grade 2 bolts. 5. Hex nuts and couplers/couplings used for high-strength bolts, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 grade DH. CORROSION & DECAY RESISTANCE: 1. All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil - i.e. deck/balcony boards/lumber, joists, posts, etc. - shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the application. 2. All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. 3. All fasteners (nails, screws, bolts, etc.) less than ½" in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized (HDG) or stainless steel (SS). All metal fasteners & connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS connectors and fasteners. 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z-MAX, HGD, etc.) connectors & fasteners shall not be combined. Use only SS fasteners with SS connectors. Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. 5. Regular inspection and maintenance of wood, wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive environments or applications is essential for continued, long-term satisfactory performance. HARDWARE/ CONNECTOR NAILS / SCREWS TO FRAMING MEMBERS ASTM 307 (SAE 1018) ATR DIA. 5-1/2"ABU-44, -66(12) 16d 5-1/2"3"12"1-3/4" / 6"5/8" LTT20B & DTT2(10) 16d / EACH 5-1/2"4" w/ 2-1/2" SPC'G 2" w/ 4" SPC'G 12"1-3/4" / 6"1/2" (EA) 5-1/2"SINGLE MGT(22) 10d 5-1/2"3"12"1-3/4" / 6"5/8" 5-1/2"DOUBLE MGT2x (22) 10d 9-1/2"3"12"(2) 5/8" 5-1/2"SINGLE HTT16/4(18) 16d 7-1/2"2"12"1-3/4" / 6"5/8" 5-1/2"DOUBLE HTT16/42x (18) 16d 7-1/2"4"12"3-1/2" / 4"(2) 5/8" 5-1/2"SINGLE HTT22/5(32) 16d Sinkers 9-1/2"2"15"1-3/4" / 6"5/8" 5-1/2"DOUBLE HTT22/52x (32) 16d Sinkers 9-1/2"5"SEE PLAN(2) 5/8" 8"SINGLE HDU8(20) 14"~ x 2-1/2" SDS 8"3"13-1/2"3-1/2" / 4"7/8" 8"DOUBLE HDU8 13-1/2"3"(2) 7/8"2x (20) 1 4"~ x 2-1/2" SDS 4-1/4" w/ MIN 2-1/2" SPC'G 9"SINGLE HDU11(30) 14"~ x 2-1/2" SDS 15"1-3/4"1" 15"DOUBLE HDU11 15"4"SEE PLAN(2) 1"2x (30) 1 4"~ x 2-1/2" SDS SEE PLAN 9"SINGLE HDU14(36) 14"~ x 212" SDS 15"3"1" 15"DOUBLE HDU14 15"4"SEE PLAN(2) 1"2x (36) 1 4"~ x 21 2" SDS SEE PLAN 7"HGT2, HGT3(16) 10d 11-1/2"3"(2) 3/4"SEE PLAN 7"HGT4(16) 10d 9"3"(2) 3/4"SEE PLAN 5-1/2"TANDEM HTT16/42x (18) 16d 9-1/2"5"15"1-3/4" / 6"(1) 5/8" 13-1/2"3-1/2" / 4" 12"C.L. w/ MIN 3" SPACING 12"C.L. 12" 12" 12" N/A N/A 13-1/2" 13-1/2" N/A N/A N/A N/A N/A C.L. C.L. C.L. C.L. C.L. 11-1/2" 11-1/2" C.L. C.L. CLIP, TIE or STRAP FASTENERS or NAILS H2.5 (5) 8d PER END H8 (5) 10d x 1-1/2" PER END MTS12 (14) 10d or 10d x 1-1/2" TOTAL HTS20 (20) 10d or (24) 10d x 1-1/2" TOTAL LGT2 (16) 16d SINKERS TO TRUSS, (14) 16d SINKERS TO > & POST MSTA18 (10) 10d TOTAL MSTA24 (14) 10d TOTAL (18) 10d TOTAL CS16 (42) 16d TOTAL HPAHD22 (46) 16d TOTAL LTP4 (56) 16d TOTAL A35 (30) 8d or (26) 10d TOTAL (12) 10d x 1-1/2" (23) 16d (12) 8d x 1-1/2" TOTAL MSTA12 (2) 10d x 1-1/2" TO TRUSS, (10) TO >/POST N/A SPH4, -6, -8 H16, -16S, -16-2 MST48 MST60 MST37 H5 (4) 8d PER END (12) 8d x 1-1/2" TOTAL META20 HETA20 LGT2-MASONRY (12) 10d x 1-1/2" (12) 10d x 1-1/2" (16) 16d SINKERS TO TRUSS, (7) 1/4"~ x 2-1/4" TITEN SCREWS TO WALL MTSM16 (7) 10d or 10d x 1-1/2" TO TRUSS, (4) 1/4"~ x 2-1/4" TITEN SCREWS TO WALL HTSM16 (8) 10d or 10d x 1-1/2" TO TRUSS, (4) 1/4"~ x 2-1/4" TITEN SCREWS TO WALL H16, -16S, -16-2 (2) 10d x 1-1/2" TO TRUSS, (6) 1/4"~ x 2-1/4" TITEN SCREWS TO WALL FGTR (18) 1/4"~ x 3" SDS TO TRUSS, (2) 1/2"~ x 5" TITEN HD's TO WALL MSTAM36 (8) 10d TO FRAMING, (4) 1/4"~ x 2-1/4" TITEN TO MASONRY 3-1/2" / 4" "FRAMING" and "FRAMING-TO-FOUNDATION" CONNECTOR SCHEDULE NOTES: 1) USE SIMPSON AT ACRYLIC TIE TWO-PART EPOXY FOR ATR-TO-FOUND. CONNECTIONS U.N.O. 2) ALL DIMENSIONS (ROD DIAMETER, EMBEDMENT, EDGE, ETC.) ARE MINIMUM DISTANCES U.N.O. 3) "DOUBLE" HOLD-DOWNS REQUIRE MINIMUM 8" SPACING BETWEEN ATR ANCHORS U.N.O. 4) EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXTERIOR FACE OF THE FOUNDATION, CURB OR CMU WALL TO THE < OF THE ATR ANCHOR 5) MIN. EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MIN. EMBEDMENT IS MEASURED FROM THE LOWER SLAB ELEVATION 6) ALL PARTS / MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS & DIRECTIONS 7) ALL NAILS SPECIFIED ARE "COMMON" SIZES U.N.O. 8) MINIMUM ROD SIZE/GRADE, EMBEDMENT & EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN ON THIS CHART 9) MINIMUM EDGE DISTANCES OF 4" OR MORE REQUIRE MINIMUM 6" WALL FRAMING 10) MINIMUM 8" SPACING BETWEEN META- or HETA- ANCHORS U.N.O. 11) MINIMUM 1-1/2" EDGE DISTANCE FOR TITEN SCREWS 12) MINIMUM 4" EDGE DISTANCE FOR TITEN HD's FRAMING-TO-FOUNDATION / MASONRY CONNECTOR SCHEDULEFRAMING CONNECTOR SCHEDULE GUARDRAILS, HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF (POSTS, BALUSTERS, ETC.) SHALL BE COMPRISED OF EITHER A PROPRIETRAY SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE. THE PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S) AND ASSOCIATED DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R. PRIOR TO CONSTRUCTION. (2) 2x10-2 / 3 HEADER/BEAM CALL-OUT NUMBER OF KING-STUDS EACH SIDE OF OPENING NUMBER OF JACK-STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (#2 SYP U.N.O.) NUMBER OF PLIES IN HEADER ALL EXTERIOR HEADERS (2) 2x6 - 1/2 UNLESS NOTED OTHERWISE ALL INTERIOR HEADERS (2) 2x6 - 1/1 UNLESS NOTED OTHERWISE "RSD" IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE > LINE INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER Project Engineer: 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 (904) 680-6279 Designers Engineers Group CASTILLO The A Florida Corporation 6550 Roosevelt Blvd. Jacksonville, FL 32244 (904) 680-6279 FL CoA No. 32137 FL O R I D A - W I N D S P E E D S 1 0 0 m p h - 1 4 0 m p h , E X P O S U R E S B , C & D ST R U C T U R A L C O V E R S H E E T , G E N E R A L N O T E S , S P E C I F I C A T I O N S , C O N D I T I O N S Michael G. Holder, PE Professional Engineer FL License No. 16215 ENCLOSED 130 mph (3 sec. gust) C II +0.18/-0.18 DESIGN CRITERIA: BUILDING TYPE BASIC WIND SPEED EXPSOUIRE CATEGORY BUILDING CATEGORY INTERNAL PRESSURE Coef. 20#/sf 7#/sf 20#/sf 1.25 40#/sf 12#/sf (Including Cln'g Below) 1.00 10#/sf (Non-concurrent) 20#/sf (Concurrent) 5#/sf PER TABLES 1.60 N/A DESIGN LOADS: ROOFS LIVE LOAD DEAD LOAD/SHINGLES DEAD LOAD/TILE DURATION FACTOR FLOORS LIVE LOAD DEAD LOAD DURATION FACTOR CEILINGS/ATTICS LIVE LOAD/NO STORAGE LIVE LOAD w/ STORAGE DEAD LOAD WIND LOADING DURATION FACTOR SIESMIC ZONE "1" ZONE "1" ZO N E " 1 " ZONE "1" ZONE "1" ZONE "1" ZONE "1" ZONE "2R" GA B L E H I P R I D G E H I P R I D G E " 2 R " VAL L E Y V A L L E Y HIP R I D G E GABLE HI P BO S T O N H I P ZONE "1" - INTERIOR ZONE(S) ZONE "2R" - END/EDGE ZONE(S) ZONE "2E" ZONE "3" - CORNER ZONE(S), TYPICAL ROOF PLAN/VIEW "EZ" DIMENSION: ** 3'-0" ** ZONE "4" - INTERIOR ZONE(S) ZONE "5" - END/EDGE ZONE(S) FLOOR PLAN/VIEW ZONE "3" ZONE "3" - CORNER ZONE(S), TYPICAL ZO N E " 2 R " ZO N E " 2 E " ZONE "2E" ZONE "2E" ZONE "2R" ZONE "2N" ZONE "2N" ZONE(S) "3R" ZO N E ( S ) "3 R " ZO N E "2 N " ZO N E "2 N " ZONE "3" - CORNER ZONE(S), TYPICAL ZONE "3E"ZONE "3E" ZO N E " 2 R " Z O N E " 2 R " HI P RI D G E "2 R " ZONE "3/3E" - CORNER ZONE(S) ZONE "2N" ZONE "3R" ZO N E " 2 E " ZONE "2E" CODES & DESIGN STANDARDS: Florida Building Code - Residential 2020 Florida Building Code 2020 (as applicable) ASCE 7-16 NDS-18 TPI 1-14 ACI 332-14 WFCM-18 COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: ROOFS (all values negative - i.e. "UPLIFT") ZONE "1" HIPS GABLES 2N/2R/3E1/2E 3R 18.36-35.10 -66.42-32.94 <10 20 50 >100 AREA (in sq.ft.) WIND Mn. Rf. Ht. 130/C < 30' PITCH <6/12 -45.50 15.80 -55.89-29.16 13.50-29.84 -41.31-24.17 -25.65-20.40 -40.64 -34.30 -29.43 ZONE "2E/2R/3" WALLS (incl. Windows & Doors) END ZONES INTERIOR ZONES POSITIVENEGATIVE POSITIVENEGATIVE 24.60 -26.70 23.56-30.86 -25.65 21.90-27.73 -23.98 20.86-25.65 -22.94 24.61 23.56 21.90 20.86-41.31 -35.10 13.50 -32.94 24"/24" 24"/24" 12"/16" 10"/12" 6"/8" N.P. 24"/24" 24"/24" 12"/16" 10"/12" 8"/12" N.P. 24"/24" 24"/24" 12"/16" 8"/8" 8"/8" 6"/8" 6"/6" 24"/24" 24"/24" 8"/12" 8"/8" 8"/8" 6"/8" 24"/24" 24"/24" 12"/12" 8"/12" 8"/8" 8"/8" 24"/24" 24"/24" 24"/24" 16"/24" 16"/16" 16"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 130/C < 30' FLEX. 24"/24"24"/24"24"/24"24"/24"24"/24" 24"/24"24"/24"24"/24"24"/24"24"/24" 24"/24"24"/24"24"/24"24"/24"24"/24" 12"/16"24"/24"24"/24"24"/24"24"/24" 16"/16"16"/24"24"/24"24"/24"N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. 24"/24"24"/24" 6"/6"6"/8"N.P. 16"/16" 12"/16" 10"/12" 6"/8" N.P. N.P. 16"/24" 12"/16" 10"/12" 8"/8" N.P. N.P. 24"/24" 18"/20" 8"/12" 6"/8" N.P. 24"/24" 22"/26" 12"/12" 8"/8" N.P. 24"/24" 24"/24" 12"/16" 8"/12" 6"/6" 5"/6" N.P. 24"/24" 24"/24" 24"/24" 12"/12" 8"/12" 8"/8" 8"/8" 24"/24" 24"/24" 24"/24" 24"/24" 16"/24" 16"/16" 16"/16" < 30' BRIT. 24"/24"24"/24"24"/24"24"/24"24"/24" 24"/24"24"/24"24"/24"24"/24"24"/24" 20"/24"24"/24"24"/24"24"/24"24"/24" 16"/24" 12"/16" 24"/24" 24"/24" N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P. N.P. N.P. N.P. N.P.N.P. N.P. N.P.N.P. N.P. #2 SYP#2 SYP#2 SYP#2 SPF #2 SPF#3 SPF #2 SYP 8' 9' 10' 11' PLATE HEIGHT 12' 14' 16' 18.5' 19.5' 20.5' 21.5' 22.5' (NOMINAL) 2x102x82x42x6 END-ZONE/INTERIOR ZONE: MAX. ON-CENTER STUD SPACING (in INCHES) WIND Mn. Rf. Ht. FINISH F L E X I B L E F I N I S H E S (NOT STUCCO) 24"/24" 24"/24" 12"/16" 10"/12" 6"/8" N.P. 24"/24" 24"/24" 12"/16" 10"/12" 8"/12" N.P. 24"/24" 24"/24" 12"/16" 8"/8" 8"/8" 6"/8" 6"/6" 24"/24" 24"/24" 8"/12" 8"/8" 8"/8" 6"/8" 24"/24" 24"/24" 12"/12" 8"/12" 8"/8" 8"/8" 24"/24" 24"/24" 24"/24" 16"/24" 16"/16" 16"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" < 30' FLEX. 24"/24"24"/24"24"/24"24"/24"24"/24" 24"/24"24"/24"24"/24"24"/24"24"/24" 24"/24"24"/24"24"/24"24"/24"24"/24" 12"/16"24"/24"24"/24"24"/24"24"/24" 16"/16"16"/24"24"/24"24"/24"N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. 24"/24"24"/24" 6"/6"6"/8"N.P. #2 SYP#2 SYP#2 SYP#2 SPF #2 SPF#3 SPF #2 SYP 8' 9' 10' 11' PLATE HEIGHT 12' 14' 16' 18.5' 19.5' 20.5' 21.5' 22.5' (NOMINAL) 2x102x82x42x6 END-ZONE/INTERIOR ZONE: MAX. ON-CENTER STUD SPACING (in INCHES) WIND Mn. Rf. Ht. FINISH B R I T T L E F I N I S H E S (STUCCO, et al) 16"/16" 12"/16" 10"/12" 6"/8" N.P. N.P. 16"/24" 12"/16" 10"/12" 8"/8" N.P. N.P. 24"/24" 18"/20" 8"/12" 6"/8" N.P. 24"/24" 22"/26" 12"/12" 8"/8" N.P. 24"/24" 24"/24" 12"/16" 8"/12" 6"/6" 5"/6" N.P. 24"/24" 24"/24" 24"/24" 12"/12" 8"/12" 8"/8" 8"/8" 24"/24" 24"/24" 24"/24" 24"/24" 16"/24" 16"/16" 16"/16" 130/C < 30' BRIT. 24"/24"24"/24"24"/24"24"/24"24"/24" 24"/24"24"/24"24"/24"24"/24"24"/24" 20"/24"24"/24"24"/24"24"/24"24"/24" 16"/24" 12"/16" 24"/24" 24"/24" N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P.N.P. N.P. N.P. N.P. N.P. N.P.N.P. EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL BE SHEATHED WITH MINIMUM 19 32" (5 8" NOMINAL) SHEATHING WITH VERTICAL APPLICATIONS & STUCCO FINISHES. N.P. N.P.N.P. N.P. MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING 7 16" THICK WALL SHEATHING. STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6" OR 8" MAY BE DOUBLED AND SPACED AT 12" OR 16" ON-CENTER, RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. "EZ" DIMENSION: ** 3'-0" ** WI L L H U T C H C R A F T 12 0 5 H I B I S C U S S T R E E T , D U V A L C O U N T Y , F L Project Engineer: 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 (904) 680-6279 Designers Engineers Group CASTILLO The A Florida Corporation 6550 Roosevelt Blvd. Jacksonville, FL 32244 (904) 680-6279 FL CoA No. 32137 WI L L H U T C H C R A F T Michael G. Holder, PE Professional Engineer FL License No. 16215 ST R U C T U R A L WALL ANCHORAGE LEGEND 1 2" DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3"x3"x10ga. SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER-MOST TOP PL. ASSEMBLY. 3 8" TO 1 2" DIAMETER HYBRID THREADED ROD ASSEMBLY. 1 2" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ 1 2-to-3 8 REDUCING COUPLING TO 3 8" DIAMETER FULL-HEIGHT THREADED ROD w/ 2"x2"x1 8" WASHER ATOP UPPER-MOST TOP PL. ASSEMBLY. 3 8" DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"x1 8" WASHER ATOP UPPER-MOST TOP PL. ASSEMBLY. 5/8" DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"x3"x1 4" ROUND HOLE WASHER ATOP UPPER-MOST TOP PL. ASSEMBLY. MO D E L : D E T A C H E D G A R A G E 12 0 5 H I B I S C U S S T R E E T , D U V A L C O U N T Y , F L FOUNDATION PLAN 3/16" = 1'-0" STRUCTURAL PLAN 3/16" = 1'-0" A01 A02 A02 A02 A02 A02 A02 A02 H J 7 CJ 1 CJ 3 CJ 5 CJ1 CJ3 CJ5 EJ 7 HJ 7 CJ 1 CJ 3 CJ 5 CJ1 CJ3 CJ5 EJ 7 EJ 7 A01 A02 A02 A02 A02 A02 A02 A02 H J 7 CJ 1 CJ 3 CJ 5 CJ1 CJ3 CJ5 EJ 7 HJ 7 A CJ 1 CJ 3 CJ 5 CJ1 CJ3 CJ5A EJ 7 4" CONC. SLAB REINFORCED W/ EITHER 6x6 10/10 WWM OR FIBER MESH ON 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED FILL. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR INSECT AND DECAY RESISTANCE CONSTRUCTION PRACTICES. PROCESSES AND TREATMENTS TO MEET APPLICABLE CODE REQUIREMENTS. SLAB 4" CONC ALL PORCH PADS TO BE: 24"x24"x16" W/ 3-#4'S BOTH WAYS RO D S A T M A X . 6 ' - 8 " o / c . SHEATH PORCH CEILING PER DETAIL Q/ST1 RODS AT MAX. 5'-10"o/c W/ (1) 1/2"DIA. STUBBY BTWN. EA. (2)2x12-1/3 (1) MSTA12 @ EA. END OF HEADER TO JACK STUD W/ (1) LTT20B @ POST BASE TO A.T.R.. (2)2x8-1/3 (2)2x10 (2 ) 2 x 1 0 RO D S A T M A X . 6 ' - 8 " o / c . RODS AT MAX. 5'-10"o/c W/ (1) 1/2"DIA. STUBBY BTWN. EA. SW (REFER TO DETAIL F/ST1) OSB 6"/12" o/c 8D'S W/ (1) HYBRID THREADED ROD ASSEMBLY @ EACH END. SEE DETAIL: H/ST1 SW (REFER TO DETAIL F/ST1) OSB 6"/12" o/c 8D'S W/ (1) HYBRID THREADED ROD ASSEMBLY @ EACH END. SW (REFER TO DETAIL F/ST1) OSB 6"/12" o/c 8D'S W/ (1) HYBRID THREADED ROD ASSEMBLY @ EACH END. SW (REFER TO DETAIL F/ST1) OSB 6"/12" o/c 8D'S W/ (1) HYBRID THREADED ROD ASSEMBLY @ EACH END. < < < < > > > EXTEND TO STUD BEYOND LAST TRUSS. > < > < Project Engineer: 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 (904) 680-6279 Designers Engineers Group CASTILLO The A Florida Corporation 6550 Roosevelt Blvd. Jacksonville, FL 32244 (904) 772-6100 FL CoA No. 32137 ROOF SHEATHING WALL SHEATHING MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING MIN. THICKNESS 8d RING SHANK NAILING WIND SPEED & EXPOSURE 115 < 130 mph EXP. C (SPAN INDEX) INT ZONE PERIMETER/ END ZONES HORIZONTAL APPLICATION VERT APP. W/ OUT STUCCO VERT APP. W/ STUCCO INT ZONE END ZONE 6"/12"6"/6" 7/16" (24/16) 7/16" (24/16) 15/32" (32/16) 6"/12" 6"/12" 15/32" (32/16) (supported @ 24" O/C MAX.)(supported @ 16" O/C MAX.) *** * ** HORIZONTAL APPLICATION VERT APP. W/ OUT STUCCO VERT APP. W/ STUCCO INT ZONE END ZONE MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING (supported @ 24" O/C MAX.) ** 15/32" (32/16) 19/32" (40/20) 6"/12" 6"/6" 15/32" (32/16) * Michael Glynn Holder, PE Professional Engineer FL License No. 16215 1 / 3 / 2 < < < ; < ; Michael Glynn Holder, PE Professional Engineer FL License No. 16215 Project Engineer: 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 (904) 680-6279 Designers Engineers Group CASTILLO The A Florida Corporation 6550 Roosevelt Blvd. Jacksonville, FL 32244 (904) 772-6100 FL CoA No. 32137