Loading...
606 Coastal Oak Lane RES19-0206 New Single Family HomeSECOND FLOOR LAYOUT SCALE: NTS — - —,74�W OVERHANGS FIELD ATTACHED - •-.1TT�JZZIl� 3 �w z �ty III 5-02-00 /R..1 FRAMING OTHERS - THIS AREA 200-00 I z o000 --i — -w I 200-00 \ U Q N N 0 0 0 00-00 D r0 i- TOS 2-01-00=— Z i j � i S �T06 s 2-ob�00 > R TI C S BUILDING COMPONENT SUPPLY, INC, OFFICE 4627 JP HALL BLVD. SUITE 208 GREE ® GREEN COVE SPRINGS, FL 32043 Cop O: 904.297.9390 F: 904 529 F02 I I _— O 4-00-00 $ 2502-00 -- ` -._—_20-0[1-00.- 32-08-08 _. Products - Truss Connector Roof List - - -- -- - PlotlD Length Product Plies Net Qty Manuf Product Qty Manuf Product Qt BM1 20-03-08 1-3/4" x 18" VERSA-LAM%12.0 3100 SF 2 2 USP JUS24 16 USPS Co THDgfi nnector Floor gist, BM2 15-06-08. 1-3/4" x 20" VERSA -LAME 2.0 9100 SP 3 3 ---- -- FIRST FLOOR LAYOUT SCALE: NTS rzc LL I I o TYP. CORNER SCAB 0 i - W . y' Q T r M CJo1,I& LUh O i 1406 BEARING HEIGHTS 1 /Bn l���l 1 0'- 1 1 /BI' 1 <R 19 9 II 241-6° N A THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at. the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. s For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/ 1 5 CLIENT SH DESIGN SUBDIVISION 606 COASTAL OAKS LN MODEL p 2-01-00 ELEVATION ARNOLD RESIDENCE LOT # DRAWN BY AW DATE N A •, 2 BEAM POCKET @912 18951 �$ 2 -00 BOTTOM OF BEAM �- r � -- �@ 9-'2 TRUSSES HANGER @ 10-1-2- 2 2 C S BUILDING COMPONENT SUPPLY, INC, OFFICE 4627 JP HALL BLVD. SUITE 208 GREE ® GREEN COVE SPRINGS, FL 32043 Cop O: 904.297.9390 F: 904 529 F02 I I _— O 4-00-00 $ 2502-00 -- ` -._—_20-0[1-00.- 32-08-08 _. Products - Truss Connector Roof List - - -- -- - PlotlD Length Product Plies Net Qty Manuf Product Qty Manuf Product Qt BM1 20-03-08 1-3/4" x 18" VERSA-LAM%12.0 3100 SF 2 2 USP JUS24 16 USPS Co THDgfi nnector Floor gist, BM2 15-06-08. 1-3/4" x 20" VERSA -LAME 2.0 9100 SP 3 3 ---- -- FIRST FLOOR LAYOUT SCALE: NTS rzc LL I I o TYP. CORNER SCAB 0 i - W . y' Q T r M CJo1,I& LUh O i 1406 BEARING HEIGHTS 1 /Bn l���l 1 0'- 1 1 /BI' 1 <R 19 9 II 241-6° N A THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at. the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. s For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/ 1 5 CLIENT SH DESIGN SUBDIVISION 606 COASTAL OAKS LN MODEL CUSTOM ELEVATION ARNOLD RESIDENCE LOT # DRAWN BY AW DATE N A 06-07-19 REF # 18951 } A55REVIAT1ON5 A.C.T. ACOUSTICAL CEILING: TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT. ALTERNATE ALUM. ALUMINUM AWN. AWNING WINDOW BLK. BLOCK BOT. 50TTOM BLDG, BUILDING B.U, BUILT-UP CAB. CABINET CPT. CARPET C.E. CAST IRON CL, CENTERLINE C.T. CERAMIC TILE G.W. COLD WATER CONC. CONCRETE C.M.U. CONCRETE MASONRY MIT CONT. CONTINUOUS C.J. CONTROL JOINT CFM. CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW DISP, DISPENSER DN. DOWN DWG. DRAWING EA. EACH ELEC. - ELECTRIC E.W.C. ELECTRIC WATER COOLER EIU,W. ELECTRIC WATER HEATER MIN. MINIMUM EL. ELEVATION N.I.G. NOT IN CONTRACT EXH. EXHAUST N,T.S, NOT TO SCALE EXT. EXTERIOR O.C, ON CENTER F.G. FIBERGLASS OPNG. OPENING FIN. FINISH PT PAINT FIN, GLG. FINISHED CEILING P.V.G. POLYVINYL CHLORIDE FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED F.D. FLOOR DRAIN Q.T, QUARRY TILE GALV. GALVANIZED REINF, REINFORCED GL. BK GLASS BLOCK WINDOW READ. REQUIRED GWB GYPSUM WALL BOARD R. RISER WDW. HARDWARE R.D. ROOF DRAIN HGT. HEIGHT S.W. SINGLE HUNG WINDOW WORZ, HORIZONTAL SWT, SHEET W$. HOSE BIBB SIM, SIMILAR W.W. HOT WATER 5L, SLOPE ID. INSIDE DIAMETER SPEC. SPECIFICATIONS 1N5UL. INSULATION 5TL. STEEL JAN. JANITOR TI -K THICK JT. JOINT T4G TONGUE AND GROOVE LAM. LAMINATE (D) TYP. TYPICAL LAV. LAVATORY VERT. VERTICAL M.O. MASONRY OPENING V,C.T, VINYL COMPOSITION TILE MATL. MATERIAL W.I.C. WALK-IN CLOSET MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD MECH, MECWANICAL W.W.M. WELDED WIRE MESH MTL, METAL W.G. WATER CLOSET M.P. METAL PANEL UR URINAL SCALE: 3/4"=I'-0' 1, PLACE FENCE AT ENTIRE PERIMETER OF 51TE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SPALL BE REPLACED AT THE END OF WORK PERIOD. WJII V LOADS 51LT FENCE w/ FILTER CLOTH POST CONSTRUCTION: (MIRAFI, POLYFILTER OR APPROVED 10,519 S.F. EQUAL) ON WOOD STAKES a MAX, 6'-0" O.C. FLOW ` GRADE ,,,, /4BACKFILL FENCE AFTER PLACING FENCE it>�iaa EQUIPMENT PADS SCALE: 3/4"=I'-0' 1, PLACE FENCE AT ENTIRE PERIMETER OF 51TE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SPALL BE REPLACED AT THE END OF WORK PERIOD. WJII V LOADS AREA: POST CONSTRUCTION: WIND DESIGN PER FBC RESIDENTIAL 2011, TABLE 83012(2) 10,519 S.F. BASIC WIND SPEED: WIND DESIGN METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF WEIGHT ROOF ANGLE., (30-45 DEGREES) EDGE STRIP 130 MPH I C (5x1.4 COFF.) ENCLOSED 2S FT, 33.6901 DEGREES (8:12) 4.0 FT, COMPONENT AND CLADDING WIND LOADS 1,669 5F. EQUIPMENT PADS ZONE EFFECTIVE WIND AREA (6F) ADJUSTED WIND LOAD(PSF) 1 10 38.92 -42.56 1 20 31.8 - 40.46 1 50 36.4 -31.52 1 100 35.28 -36.28 2 10 38.92 -49.0 2 20 31.6 -41.6 2 50 36.4 -448 2 100 3528 -42.56 3 10 38.92 -49.84 3 20 31.8 -41,6 3 50 36.4 -448 3 100 35.28 -42.56 4 10 42b -462 4 20 40b -44.2 4 50 36.1 -41,1 4 100 36.3 -39.8 5 10 42b -51.0 5 20 40b -532 5 50 38.1 -48.0 5 100 36.3 -442 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RE5PON515ILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES mom NORTH INDICATES DIRECTION OF NORTH DRAWING NUMBER SECTION X q_ SHEET NUMBER WHERE SECTION 15 DRAWN X DRAWING NUMBER DETAIL A- SWEET NUMBER WHERE DETAIL 15 DRAWN A ELEVATION LETTER ELEVATIONS D A-5 Bf - SHEET NUMBER WHERE C ELEVATION IS DRAWN DOOR DOOR NOMENCLATURE* - 3648 = 3'-6" x 4'-8" WINDOW WINDOW NOMENCLATURE* - 3648 = 3'-6" x 4'-8" ARNOLD RESIDENCE 606 COASTAL OAKS LANE ATLANTIC BEACH, FLORIDA PROPERTY LINE ----r-r--- -- -- - ---�----------------- ----- --------------------- ---- 5' SETBACK LINE ----------I------ I I I I I I1 1 �: f ] _� I 1 ' E:1 u �� j [mc 61FJF I AIG I I I 1 � I , � I tl�B P L I l I. IOWN I PAVER DkIVE 51 5F. 538 S.F. 1, IV 1K FLOOR X41W I - ----------------- I ' � I Y!' x 24' I ----------- ----------------- I 0 I � i I I , I , I 928 Sr-, , I WOWE 48" VLACKI METAL ---------- -- :: ; ---- r----- PICKET FE"ANDGATE l I I I I I I I I I I i so� I 1 __. ------ z ------ m__ \ FIK FLOOR .4239' CIARAWI F ' I � ' Z -------------------------- I QMRO taEDR=j a I t w , I -------- E ❑� a f i 10 SETBACK LINE _ -1 - - _ - _ fL________________mss_ _--------------------- ---J I t _.._I I I _ L_ _ \ I 142 SF. - PROPERTY LINE i PAVER DRIVE APPROX. MARITIME OAK DRIVE IMFERVOU5 SURFACE ALCULATION5: AREA: POST CONSTRUCTION: LOT 10,519 S.F. WOU5E 4,341 SF, DRIVE, WALK, POOL DECK, POOL) 1,669 5F. EQUIPMENT PADS 21 SF. BUILDING SECTION A-6 TOTAL IMPERVIOUS SURFACE AREA 6,031 5F. 9. IMPERVIOUS 51.0 I, FIRST FLOOR A/C AREA :2,506 S.F. 2. SECOND FLOOR A/C AREA - 920 5F. 3. GARAGES (3) = 1,158 5F. 4. FRONT PORCH = 184 SF. 5. LANAI = 214 5F, SITE FLAN SCALE: INDEX OF DfRALUIN S T -I TITLE SWEET, SITE PLAN, DATA A -I FIRST FLOOR PLANS A-2 SECOND FLOOR PLAN, TOWER PLAN, ROOF PLAN A-3 ELEVATIONS A-4 ELEVATIONS A-5 BUILDING SECTION A-6 BUILDING SECTION A-1 BUILDING SECTION A-8 BUILDING SECTION A-9 BUILDING SECTION A-10 BUILDING SECTION A -II BUILDING SECTION A-12 ROOF PLAN 5-1 FOUNDATION PLAN, DETAILS 5-2 LOW ROOF, SECOND FLOOR FRAMING PLAN, DETAILS 5-3 HIGH ROOF, TOWER FRAMING PLAN, ROOF PLAN 5-4 SHEAR WALL PLAN, NOTES 5-5 NOTES, SCHEDULES E -I FIRST FLOOR ELECTRICAL PLAN E-2 SECOND FLOOR ELECTRICAL PLAN, LEGEND o 5UILEDING GOIDE 5UMM� OFFICE COPY REVISIONS aD96 r) 41� o.ri> DATE OF ISSUE 5-12-19 DRAWN BY: HGP AFFL IC,45LE CCDE5: SHEET NO. REVIEWED FOR CODE COMPLIANC ARNOLD CITY OP ATLANTIC BEACH ZONING: CODE CITY OF ATLANTIC BEACH FLORIDA RESIDENTIAL CODE 2011 SEE P.-RMITS FOR ADDITIONAL T-1 NATIONAL ELECTRIC CODE 2011 REQUIREMENTS AND CONDITIONS 18016 REVIEWED BY. DATE: 7 3 00. �+ mm uITI a U m L p za� W 0 W '-a ¢ U pow Ei DATE OF ISSUE 5-12-19 DRAWN BY: HGP AFFL IC,45LE CCDE5: SHEET NO. REVIEWED FOR CODE COMPLIANC ARNOLD CITY OP ATLANTIC BEACH ZONING: CODE CITY OF ATLANTIC BEACH FLORIDA RESIDENTIAL CODE 2011 SEE P.-RMITS FOR ADDITIONAL T-1 NATIONAL ELECTRIC CODE 2011 REQUIREMENTS AND CONDITIONS 18016 REVIEWED BY. DATE: 7 3 00. �+ mm uITI a v� m L U W d W DATE OF ISSUE 5-12-19 DRAWN BY: HGP AFFL IC,45LE CCDE5: SHEET NO. REVIEWED FOR CODE COMPLIANC ARNOLD CITY OP ATLANTIC BEACH ZONING: CODE CITY OF ATLANTIC BEACH FLORIDA RESIDENTIAL CODE 2011 SEE P.-RMITS FOR ADDITIONAL T-1 NATIONAL ELECTRIC CODE 2011 REQUIREMENTS AND CONDITIONS 18016 REVIEWED BY. DATE: 7 3 M n "v_ -------------- ----- 3062 D.N. EGRESS 48" BLACK METAL PICKET FENCE AND GAT Ij 2 A-5 — — v �i --- - --- -- -eusi .— — — — — — I r-------------- ---� I'"8 I 1 ------------ I POOL EGkJIP. I 3' 6" `9 I U I.I.C. 2880 P� I PEDEST a 514OWER TUB _ '9 'r A/C I M. 5 A7�I ° 2880 POC. ----------------- LINEN � e 2880 POC. A/C I I I I TANKLE u i i --- --------- GAS WATER WEATER --------- -------------------- _ PEAK t CEILINA--? U1.1.C. PANTRY L QUN = Y a cl I I n I I n I i m -------- 2'-0 �-------------- ---�� U�AS�4 PRYER ----- --- — — — — T I DOOR BY I F-- ----------- A51NET 3/411 3j4" DI --— — — — — —— -- - - - - - - - - - — -- I 3/ --------- •. M e i WET I BAR I' `- 3" DROP f w I I I (Lti SUN SHELF POOL 12'x24' HOT TUB I � I A-9 14'-61%" 5'-91f" 2 A -II ill I I i 77-N, POOL / DOOR BY POWDER ¢ SAUNA MFGR I I _ 5AU I X I _ I I 2880 POC. STEAM/ I SHOWER MUD �� �^ A/C N a � = r EQ. � r � x' im 6' -1014" 8'HIGH WOOD WALL, OPEN TOP SUOtiIER I I I _I I I I JA STEAM GENERATOR7 j Q I DOIlii � e 14'-hY° HB.I 'ATTIC- I { 400A MAIN �! PANEL GARAGE I I ------ ---- — -------I — -- e IIdI e GARAGE GAS WATER 3' 0„ 5EDROOM ; HEATER I I _ 3' " 2-1014" 5'-I" IL 1 SLOPED LEVEL = I 1 SiM. 2 SIM. A-6 A-5 I I i I I I WATER---_--- a SOFTEPdER I LOOP ^T , I 1 I I 1 f 305(o DA 3056 10' SETBACK LINE Ioo80O.H. n BRICK WAINSCOT BELOW, TYR. _ I I FIRST FLCCF FLAN SCALE: -8 A/C AREA = 2,506 S.F. AREA UNDER ROOF = 4,221 SF, 25'-2" 20'-0" 1 0 i I I I i 48" BLACK METAL PICKET FENCE AND GATE OFFICE COPY IONTTS DATE OF ISSUE 1-21-19 DRAWN BY: HGP SHEET NO. ARNOLD A- 1 18016 PLIE-- SUMMER KITCHEN 2x6 _ - ---_----------� HB ROUGH FOR GAS NEC I e WATER, SEWER, ELEC. I I I I I I I I I cOORD►NATE STAIR I I i I I I I I KITCHEN LAYOUT KITGPEN I I WITH FINAL KITGHEN ci ININC I DE51GN N I -- -- ---------i i _ 0 eIZ I--------4-------- ----- I 0 i II' -415" 4 LANAI 1�" 1 I e I PORCH I 3 i i ------- — -- — — — — — — — — — LJ -111 _ I SrnT�-{ETic DECKING I 2 ; i i I lif [0 ON WOOD FRAME j I I _ 6" I'll ICE \0007 I I I i DOlt�l IIS " L— — —f--————t----I-- --� — I,u 3 z DROP ILLER1' w 1 l GREAT! ROOM u ► 6► 1 FIN. FLOOR P +131.85' r j I I6-2" I 3'-14�" 201-594" i O B V-1/ " PLATE 3/411 3j4" DI --— — — — — —— -- - - - - - - - - - — -- I 3/ --------- •. M e i WET I BAR I' `- 3" DROP f w I I I (Lti SUN SHELF POOL 12'x24' HOT TUB I � I A-9 14'-61%" 5'-91f" 2 A -II ill I I i 77-N, POOL / DOOR BY POWDER ¢ SAUNA MFGR I I _ 5AU I X I _ I I 2880 POC. STEAM/ I SHOWER MUD �� �^ A/C N a � = r EQ. � r � x' im 6' -1014" 8'HIGH WOOD WALL, OPEN TOP SUOtiIER I I I _I I I I JA STEAM GENERATOR7 j Q I DOIlii � e 14'-hY° HB.I 'ATTIC- I { 400A MAIN �! PANEL GARAGE I I ------ ---- — -------I — -- e IIdI e GARAGE GAS WATER 3' 0„ 5EDROOM ; HEATER I I _ 3' " 2-1014" 5'-I" IL 1 SLOPED LEVEL = I 1 SiM. 2 SIM. A-6 A-5 I I i I I I WATER---_--- a SOFTEPdER I LOOP ^T , I 1 I I 1 f 305(o DA 3056 10' SETBACK LINE Ioo80O.H. n BRICK WAINSCOT BELOW, TYR. _ I I FIRST FLCCF FLAN SCALE: -8 A/C AREA = 2,506 S.F. AREA UNDER ROOF = 4,221 SF, 25'-2" 20'-0" 1 0 i I I I i 48" BLACK METAL PICKET FENCE AND GATE OFFICE COPY IONTTS DATE OF ISSUE 1-21-19 DRAWN BY: HGP SHEET NO. ARNOLD A- 1 18016 M, - SCALE; 1/4"=1'-O" A/C AREA = %2 Sr-. OFFICE COPY DATE OF ISSUE I-21-19 DRAWN BY: HGP SHEET NO.-� AFNOLD A-2 ISra16 o � � N M a 'u! U w g� w H DATE OF ISSUE I-21-19 DRAWN BY: HGP SHEET NO.-� AFNOLD A-2 ISra16 UJEF ELEVATION SCALE: 1/4" =1'-O" NORTH ELEVATION SCALE: 1/4"=l'-0" incl FLOOR 3EARNG OFFICE COPY (REVISIONS / 1 DATE OF ISSUE I-21-19 DRAWN BY: i SHEET NO. ARNOLD A-3, �S��b GARAGE 5EARI FIN15H FLOOF GRADE 50UT ELEVATION SCALE: 114"=l'-0" SNOUJER STALL NOT 5NO1N EA5T ELEV,4Tf®N SCALE: 1/4"=1'-0" :r r OFFICE COPY IONS � d 1, � O (Yi vi u m W N a M d I U DATE OF ISSUE 1-21-19 DRAWN BY: NGP SHEET NO. AWOL[) A-4 IS�16 d" TRICK CONCRE' BARRIEF COMPAC TYF. EIGHT 6 E COPY ('REVISIONS) � � O a l x � z 44 � � PM �¢ w L>� �J ¢ �U � w u DATE OF ISSUE 1 -21 -IS DRAWN BY: wup SHEET NO. AWOLD A-5 :o . "NIGH WIND" ASPHALT SHINGLES ON 30' FELT ON '/2" I, 0„ NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ad II 0,1 RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" OL AT COMPONENT AND CLADDING EDGE STRIP r 3 ON PREENGINEERED II I/'1/1f1 T�I,L`CCC ICE COPY DATE OF ISSUE iZ-I-IS DRAWN BY: HGP SHEET NO. ARNOLD A-6 ® 18016 � z d w V [� M x a ['' 0 cq o r� v �w W F, Q DATE OF ISSUE iZ-I-IS DRAWN BY: HGP SHEET NO. ARNOLD A-6 ® 18016 Ml OPY M, rEVISI NO S � � o w � M a N � m L � x 0 V �aWa � W � P F n% DATE OF ISSUE 12-1-I8 DRAWN BY; NGF SHEET NO. AWOL[) A-7 1816 35' HEIGHT LIMIT A -S SCALE: i!2"=1'-0" ri DATE OF ISSUE 12-1-I8 DRAWN BY: I�CsP SHEET NO. PY ARNOLD A-8 18o 16 tYi � m W � N M �L1jr Gl QI u V W V W W Q DATE OF ISSUE 12-1-I8 DRAWN BY: I�CsP SHEET NO. PY ARNOLD A-8 18o 16 ION SCALE: OFFICE COPY S��ao. p A-9 ® 1801(0 4 ION SCALE: OFFICE COPY S��ao. p A-9 ® 1801(0 35' WEIGWT LIMIT r2-V3ULI)ING 5CTION 1 BUILDING 5ECTION A-I� SCALE:1l2°=r-m° A-l� SCALE: 1/2° -r -m° PAO REVISIONS a Q a DATE OF ISSUE 12 -1 -IS DRAWN BY: HGP OFFICE COPY SHET NO. A�dOLDWOLD A-11 18016 • N M x wg� w � w DATE OF ISSUE 12 -1 -IS DRAWN BY: HGP OFFICE COPY SHET NO. A�dOLDWOLD A-11 18016 25UILDING SECTION A-9 SCALE: 1/2"=I' -D" r-i'V3ULDING SECTION A-9 SCALE; 1/2" -r -m" VISIONS' � � o �i C/1 r , v m N M W a C' N x wS� � U � W W OFFICE COP CC-] DATE OF ISSUE 12-1-18 DRAWN BY: WGF SHEET NO. AFNOLD k-11 15016 SCALE: IREVISIONS� OFFICE COPY U DATE OF ISSUE 1-Z1-19 DRAWN BY: WGF SHEET NO. AWOLD A-12 w UM W N x a c7 x ! N < mu � U ¢� Q OFFICE COPY U DATE OF ISSUE 1-Z1-19 DRAWN BY: WGF SHEET NO. AWOLD A-12 CORNER REINR DOWELS IN FILLED CELL, SEE CMU SLAB EDGE BLOCK V � \I I - N R ill 50 ;5:3, R,F511-9I., lf��J-1 SCALE: 3/4"=I'-0" AT ALL CMU COMERS 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR I`,0 BARRIER ON 96% MODIFIED PROCTOR ADJUST TOP OF SLAB TO COMPACTED FILL w/ TERMITE TREATMENT, ALLOW FOR OWNER TYP. SELECTED FINISH MATERIAL a I-"5 BAR CONT. TYP, nieAol; 3000 P51 REINFORCED CONC. FOOTING w/ 2-05 BAR$ CONT. 5TEF5 LANAI �_'SCALE: 3/4"4-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON S690 MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED CONIC. FOOT►NG w/ I-"5 BARS CONT. w/ MIN. 30" LAP GRADE \\ \ SEE SECTION FOR STAIR FRAMINAND FOOUNCDATION TH«RENEE) 5LAE3 EDGE (GARAGE) SCALE: 3/4'=V-0" 6 Ni K NEI) &L A. SCALE: 3/4"=1'-0"—^�— 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MOq FIED PROCTOR COMPACTED FILL w/ T WITE TREATMENT, TYP. // 4" MI( 4" THICK 3000 P51 FIBER REINFORCED j CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP.4 T1'P 05-2 2,-05 CONT. - 3-05 CONT. INTERIOR S DOWELS w/ 12" BEND INTO STEM WALL AND SLAB, COORDINATE w/ DOWELS '5 DOWELS w/ 12 BEND a FOOTING w/ 3-05 BARS CONT. w/ MIN. 30" LAP 8" CMU, GROUT ALL CELLS SOLID 3000 PSI CONC. FOOTING w/ -- -- ----------------- 3-05 BARS CONT. w/ MIN 30" :; = LAP • T*'l. FEI IUJAL L FOOTING, S-1 SCALE: 3/4"=l'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON96% MO FIED PROCTOR S -I COMPACTED FILL w/RMITE TREATMENT, TYP. I! ------------------------- - ---- ------------- ---_--------- " Ir------------------------ - ---- - - - ------------------- - 1 I I I 1 I t I t 1 I I I I I I I I I I----�•--------------------------- II 1 r-------- -r+---1 I I I I I I I # I I I I I I I 1 I I 1 1 I t I I I I I t t I I I I 1 1 1 11 I I I I I 4" THICK 3000 PSI FIBER REINFORC b I '5 DOWELS w/ 12" BEND INTO STEM WALL AND SLAB, COORDINATE w( DOWELS 05 BAR CONT. 8" CMU, GROUT ALL CELLS SOLID 05 DOLLS w/ 12 BEND im FOOTING w/ 3-05 BARS CONT, w/ MIN. 30" LAP r 3000 PSI CONC. FOOTING w/ - 3-"5 BARS CONT, w/ MIN 30" e LAP CONCRETE SLAB ON 10 MIL PVC VAt®R j I T'r' 5�`L /A L L FOOTING BARRIER 96�• MODIFIED PROCt 1 1 1 I {� I I COMPACTED FILL w/ TERMITE TREAT NT, 1 1 I I 1 CJ-) SCALE: 3/4"=1'-0" 1 1 TYP. X A -X 1 i 1i ii 6 i i I 1 i 1i ii 5-1 1 1 t l I I t 1 ! I I I ® 1 1 1 1 I 5-1 1 1 11 I I _ I I 1 t i 1 i l i -- i 1 1 1--------- t r 1 1 5.1 , I if 1 1 1 1 fit Il- --__---- SIMPSON ABU66 ON 11/2"o _ _ ------t L---�-- r ------- ---------- I �------------ ---� i i 1 I I ��-- - - ------------- I ��----------------- 1 INTO EWE ABDw 2lbd O EMBEDDED 1 -f ---------------------- --� I t I I I I 5-1 ----- rr-!" -- '------------- {---------------------- 1 I 1 1 I I I I I I I I I I I KITCHEN I 1, I I I t „ I POST I -- = 1 I ® t 1 I I I t 11 HIB.ROUGH FOR GAS HiC ,_-_---i r-_---� I I 1 1 1 1 , , WATER, 5E R, ELEC. I 1 ---- `--J 1 t t I I I 4" THICK 3000 PSI FIBER REINFORCED -----------_, L____J COORDINATE I 1 1 I I I f 1 1 t l I I 1 1 1 1 1 i i CONCRETE SLAB ON 10 MIL PVC VAPOR I I r l I I 1 1 KItG�I�N BARRIER ON 96go I I I 6 I I I t I I 1 KITCHEN LAYOUT I t I I I I I I 11 I I I i I I I I 1 MODIFIED PROCTOR WITH FINAL KITCHEN COMPACTED FILL w/ TERMITE TREATMENT, 1 I I I f 11 I I ,► t 1 DESIGN , I I TYP. I I � ii ii ii ii I! II 6 d -i 11 „ II 11 I 4 II II It II 11 -- 11 I �1 tl II II !I � 11 It If (1 .L1_ t l I I I II ,t II II_I II 11 I I I f 11 I{ I I 1 1 I 51MPSON ABU66 ON 1/t"0 SYNTHETIC DECKING I I I I I 1 1 I f I I I I I I I I I t t I I I t I t I I I I I t t 1 1 1 5-2 I THREADED ROD EMBEDDED 7" ON P.T. 2x8 JOISTS t;t I I I I I I I I t I t 11 1 1 I I 11 I I 1 INTO NEW SLAB w/12 1bd TO j (�' - I I I II 11 tl II II II !I It t P05T t ! 1 1 I I 1 1 I I 1 1 I I SIMPSON ABU66 ON 11/2"0 /— 51MP50N ABU66 ON 1/7"0 I t if II 11 II It II t II If I 1 1 I I I I I I I t 1 1 THREADED ROD EMBEDDED 7" THREADED ROD EMBEDDED 7" 1 1 t 1 I 3' I I I I I I I I I INTO NEW SLAB w/la-Ibd �TQ___ INTO NEW SLAB w/12 -16d TO ► I t l 1 i ------1 I 1 1 -I I I 1 1 1 C-----------� -----J 1 1 P05T I r-- 1 POST 1 11 II 11 It 11 I t 11 11 I -1 ----------------------- -------J I I I I t DPIIN 9/4 it 3,4' D] #5 BAR CONT, 8" CMU, GROUT ALL CELLS 50LID "5 DOWELS w/ 12 BEND 9 FOOTING w/ 3-"5 BARS CONT. w/ MIN. 30" LAP 3WIV PSI CONC. FOOTING w - 3-"5 BARS CONT, w/ MIN 30" 0 LAP I ----------�--------- � LL ---J1 5-I ------------- r-r--------------------------------- , I ! I t � i DROP 1 v, l OP /2 5�JL III w a LFOOTING N N L----------1 1 I I I I I t t I I\ I{ I I I 1 I 1 1 I I I I I t t 1 1 i i ° 1 t 1 # i i t t 1 I � z 1 I I 1 1 1 11>I 1 i i i 1 m �¢ w I 5-1 SCALE: 3/4770" 1 1 I I 1 4" THICK 3000 PSI F15ER REINFORCED F I 1 1 11 I f 1 I 1 I I CONCRETE SLAB ON 10 MIL PVC VAPOR i i 1 i1 I i BARRIER ON 96� MODIFIED PROCTOR I I 1 1 4 THICK 3000 P51 FIBER REINFORCED I t II I t S -I 400- MAINCONCRETE ---- I I ► COMPACTED FILL w/ TERMITE TREATMENT, 1 1 1 CONCRETE SLAB ON 10 MIL PVC VAPOR I BARRIER ON %% MODIFIED PROCTOR I 1 1 i i i i 1 TYP. i t iBARRER ON MDFIEITTE IED FILL 7IID ROP I r I L---------------------------------------- 1 --------J---L 1 COMPACTw/O EIRMI% TREATMENT, 1 1 Q------� � 1 I I iT ------------ 1 L ------------------------- --------------------r-----------, r- --------- I i i I I i i TYP. I I I 1 I I L---------------- ®� 1 ---------------------- ------------------------- r1 I 1 1 L ------------------ l 1 1 1 I 1 1 I I I i 1 I i 5-I 1 f 1 I i 1 1 1 ® i 1 ii ii ii I 1 1 1 I I i 1 l I S -I 1 1 I I -------------------------------------------------------- t 1 1 1 --------J 11 I I I 1 I 5-2 I I I 1 1 1 1 1 CONCRETE SLAB ON 14 f l II I I I 2 ;--1�----------� I I I1 1 1 1 1 I I , 5-2 - - - - - - - - - - - - - - - - - - - - - - I I # I 1 I 1 1 TTP. 771 L _ 5-2 I 1 I IIv ® t ® I® ® 1 2 51M 1 I I 1 1 I I I # I I I 23"DRP I I j I I 1 t 1 l _ 11 r------------------------- �_ r- T I I 1I I 1 1 1 I 1 1 1 1 i t t1 I ------------------------- - - - - - - - ------� 1 t I I I I I L------� I L----- r ------T-_ f I I 1 i% L------------------ IL-'------ Is ® I I I I I 1 I 11 II I I I I LL_ _J 2 I ( I 1'---------- 11 11 1 I t I I # I 2 FOUNDATION PLAN SCALE: 114"=V-0" I I I 1 I I REINFORCED 1 1 1L PVC VAPOR _D PROCTOR i 1 11TE TREATMENT, t t I t 1 t 1 I 1 ! 1 f 1 I I I � 1 ------------- ------------ Is --- - ----- I , I I I -----------'----- -J 5 S -I H$. OFFICE COPY IONS / L , I f I l 11 11 w a I I < N N L----------1 1 I I I I I t t I I Q I I I I I IR I I I I 1 I 1 1 I I I I I t t 1 1 i i ° 1 t 1 # i i t t 1 I � z I I I 1 1 1 11>I I 1 1 m �¢ w I 1 1 1 I I 1 1 1 F I 1 1 11 I f 1 I I BREAK I J� Ikoh/m/n.-1 4" THICK 3000 P51 FIBER REINFORCEDI I t II I t S -I 400- MAINCONCRETE ---- SLAB ON 10 MIL PVC VAPOR1 I I t t # ---------- ---_--_ PAN€L. --- I BARRIER ON %% MODIFIED PROCTOR I 1 1 i i i i 312" DROP 1 COMPACTED FILL w/ TERMITE TREATMENT, 7IID ROP I r I L---------------------------------------- 1 --------J---L \ \ 1 Q------� � 1 L----------------------- ----------------------- ------ 1 r- --------- -- 1 1 BREAK 1 I I L---------------- ��1 1 ---------------------- ------------------------- r1 I 1 1 L ------------------ l 1 1 1 I 1 1 I I I i 1 I i 5-I 1 f 1 I i 1 1 1 I i 1 1 g 1 i I I I I 1 1 1 I I i 1 l I S -I 1 1 I I I 1 1 t 1 1 1 4" THICK 3000 P51 FIE I I SLOPED LEVEE I I I 1 1 1 1 1 CONCRETE SLAB ON 14 f l I 1 I I I 2 BARRIER ON %% MOC 1 1 I 1 1 1 I I , 5-2 COMPACTED FILL w/ TI I I # I 1 I 1 1 TTP. 3/4" D 1 1 I I 1 1 1 I I l i 1 1 2 51M 1 I I 1 1 ! 1 f I I I I I I f S -I j I I 1 t 1 �_ r- T I I I 1 1 1 I 1 1 1 1 i t t1 I ------------------------- - - - - - - - ------� 1 t I I I I I L------� I L----- r ------T-_ 1 i% L------------------ IL-'------ Is ® 1 L---------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L--------------------- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 1-- - - - -.- -� 2 m�� I 2 = 5- I m,.• S -I S-1 FOUNDATION PLAN SCALE: 114"=V-0" I I I 1 I I REINFORCED 1 1 1L PVC VAPOR _D PROCTOR i 1 11TE TREATMENT, t t I t 1 t 1 I 1 ! 1 f 1 I I I � 1 ------------- ------------ Is --- - ----- I , I I I -----------'----- -J 5 S -I H$. OFFICE COPY IONS / L l M M w a N N � JL M A, � z N w vwi u �¢ w W F u DATE OF ISSUE 1-21-19 DRAWN BY: HGP SHEET NO. ARNOLD S-1 1816 SEE SECTION FOR WALL FINISHES CONT. METAL FLASHING SYNTHETIC DECKING AS SELECTED ON P,T. 2x8 9 16" O.C. SIMPSON LU526 w/8 -10d NAILS, TYP. EA END P.T. 2x8 LEDGER FASTENED TO WALL w/ 2-1/24 SIMP50N TITEN SCREWS w / MIN. Y' SPACER SEE 1/5-1 FOR NOTES, NO BRICK 3 LEDGED IDTAIL 6 - 7 SCALE: 3/4" = I'-0" P.T. 6x6 P05T SIMPSON A5U66 ON Y0 ANCHOR BOLT w/ 12-1(od NAILS TO P05T 8" CMU, FILL ALL CELLS 3000 PSI REINFORCED CONC. FOOTING w/ 2-05 BARS CONT, E. W. F05T FOOTING 5-2 1 SCALE: 3/4"=1'-0" 1- 6" SIMP50N SOX SCREWS = 465 Ibs UPLIFT 2- 6" 51MPSON 5DWC SCREW = 910 lbs UPLIFT %'-� SIMPSON TITEN HD _ SCREW w/ MIN. 31%" EMBED\ ON SIMPSON BP1/2 BEARING PLATE, TYP. 9 MAX, 32" O.C., MAX. 8" FROM CORNER5 AND SILL PLATE SPLICE. 12 I VARIERIES AA N I 3-2 /2/I 3-2x4/1 I I I I I O I N I � I u - C x N STAIR x b N N 5 2x TeG DECKING ON 3x8 2-2x4/1/1 RAFTERS AS SHOWN 4 I 3 I � I I I � I p 3-12" L)z i I O Ll 2x8 11 I6" C. I OPE x x N M � STRUCTURAL SHEATHING INSTALLED FULL HEIGHT VERTICALLY FROM I" BELOW TOP OF SLAB TO TOP OF TOP PLATE, NAIL w/ 8d NAILS, 4" O.G. TOP AND BOTTOM AND EDGES AND (b" O.0 ALL OTHER CROS511455. ONE 5T0 �r HOLIDE)OWN 5 PULL HEIGHT SHEATHING S-2 SCALE: 1/2"=1'-0" N OPEN 3-2x8/2/1 POST -1-2x6 I I I J N 1i2" NOM. STRUCTURAL SHEATHINGI DECKING NAILED w/ Sd RING SHANK NAILS 6 6" O,�. AT PANEL COMPONENT AND CLADDING E E STRIP " 3, ON c -x, PERENGINEERED TRUSSES THIC<EN ID INTERIOR l BEARING DROP 5LAE3 �J-2 SCALE: 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR 05 DOWELS w/ 12" BEND INTO STEM WALL BARRIER ON 96% MODIFIED PROCTOR AND SLAB, COORDINATE w/ DOWELS COMPACTED FILL w/ TERMITE TREATMENT, 15 BAR CONT. TYP. I 1-10" LVL LVL I I I I 1 I I f I I ( I � I N � I Q 8" CMU, GROUT ALL CELLS SOLID 05 DOWELS w/ 12 BEND a FOOTING w/ 3-"5 BARS CONT, w/ MIN. 30" LAP EXPANSION JOINT 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, 3000 P51 GONG. FOOTING w/ -------------- ------ 3-5 BARS CONT, w/ MIN 30" -----' LAP 3" 2•.0.. /`215TE1 U ALL POOTIN cJ-2 %SCALE: 3/4"=I'-0" - - 3-2x8ll it 3-2x8/2 I — — — 2-2x4/VI i \ \ 2-2x4/1/1 I x I \ LLL 12'-0" Bq 2-2x4/1/1 3-2x&2/1 3-2x8/2 / { /x i I A-6 i I I 140LDDQWN NOTE5: 1. REFERENCE TW55 PACKAGE FOR UPLIFT AT EACH LOCATION, i N 2. SILL PLATES TO FOUNDATION, ONE 11/2 %6" 5IMP50N SCREW AT MAX. 32" O.C., MAX. 8" FORM CORNERS AND SPLICE. I 3-2 i2/i1 113- 8/2/1 3.1/2" NOM, ZIP SHEATHING VERTICAL FULL HEIGHT FROM SILL PLATE TO MIN. TOP OF TOP PLATE. { 4. TOP PLATE TO BEARING MEMBER: x / { N / cn n / I '-ATTIC- _ a o ; / I — --------------- • d , ------------------• ----- --- o _ Kl D D COMPONENT AND CLADDING EDGE STRIP " 3, ON x PERENGINEEREO TRUSSES m 3" \ { 6" P.T. 6x6 P05T SIMPSON A5U66 ON Y0 ANCHOR BOLT w/ 12-1(od NAILS TO P05T 8" CMU, FILL ALL CELLS 3000 PSI REINFORCED CONC. FOOTING w/ 2-05 BARS CONT, E. W. F05T FOOTING 5-2 1 SCALE: 3/4"=1'-0" 1- 6" SIMP50N SOX SCREWS = 465 Ibs UPLIFT 2- 6" 51MPSON 5DWC SCREW = 910 lbs UPLIFT %'-� SIMPSON TITEN HD _ SCREW w/ MIN. 31%" EMBED\ ON SIMPSON BP1/2 BEARING PLATE, TYP. 9 MAX, 32" O.C., MAX. 8" FROM CORNER5 AND SILL PLATE SPLICE. 12 I VARIERIES AA N I 3-2 /2/I 3-2x4/1 I I I I I O I N I � I u - C x N STAIR x b N N 5 2x TeG DECKING ON 3x8 2-2x4/1/1 RAFTERS AS SHOWN 4 I 3 I � I I I � I p 3-12" L)z i I O Ll 2x8 11 I6" C. I OPE x x N M � STRUCTURAL SHEATHING INSTALLED FULL HEIGHT VERTICALLY FROM I" BELOW TOP OF SLAB TO TOP OF TOP PLATE, NAIL w/ 8d NAILS, 4" O.G. TOP AND BOTTOM AND EDGES AND (b" O.0 ALL OTHER CROS511455. ONE 5T0 �r HOLIDE)OWN 5 PULL HEIGHT SHEATHING S-2 SCALE: 1/2"=1'-0" N OPEN 3-2x8/2/1 POST -1-2x6 I I I J N 1i2" NOM. STRUCTURAL SHEATHINGI DECKING NAILED w/ Sd RING SHANK NAILS 6 6" O,�. AT PANEL COMPONENT AND CLADDING E E STRIP " 3, ON c -x, PERENGINEERED TRUSSES THIC<EN ID INTERIOR l BEARING DROP 5LAE3 �J-2 SCALE: 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR 05 DOWELS w/ 12" BEND INTO STEM WALL BARRIER ON 96% MODIFIED PROCTOR AND SLAB, COORDINATE w/ DOWELS COMPACTED FILL w/ TERMITE TREATMENT, 15 BAR CONT. TYP. I 1-10" LVL LVL I I I I 1 I I f I I ( I � I N � I Q 8" CMU, GROUT ALL CELLS SOLID 05 DOWELS w/ 12 BEND a FOOTING w/ 3-"5 BARS CONT, w/ MIN. 30" LAP EXPANSION JOINT 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, 3000 P51 GONG. FOOTING w/ -------------- ------ 3-5 BARS CONT, w/ MIN 30" -----' LAP 3" 2•.0.. /`215TE1 U ALL POOTIN cJ-2 %SCALE: 3/4"=I'-0" - - 3-2x8ll it 3-2x8/2 I — — — UPLIFT 0-450 LB. 1-51MFSCN 6" SDWC SCREW UPLIFT 450 LB. 865 LB. - 2-SIMPSON 6" 5DWC SCREWS UPLIFT 865 LB. - 1295 LB, - 3-SIMPSON 6" SDWC SCREWS -8 5. AT OTHER CONDITIONS, SEE DRAWINGS. 6. SEE SHEAR WALL LOCATIONS FOR SHEAR WALL HOLDDOWN. LOUD ROOF / 5 GOND FLOOK FRAt'lING FLAN -9 SCALE: 1/4"=1' -0" 1' -8" �REVISIONS 92) AD ov Cd11 o%rf, OFFICE COPY DATE OF ISSUE 5-12-19 DRAWN BY: HGP SHEET NO. ARNOLD S-21 18o 16 2-2x4/VI i \ \ 2-2x4/1/1 I x I \ LLL 12'-0" Bq 2-2x4/1/1 3-2x&2/1 3-2x8/2 / { /x i I A-6 i I I 140LDDQWN NOTE5: 1. REFERENCE TW55 PACKAGE FOR UPLIFT AT EACH LOCATION, i N 2. SILL PLATES TO FOUNDATION, ONE 11/2 %6" 5IMP50N SCREW AT MAX. 32" O.C., MAX. 8" FORM CORNERS AND SPLICE. I 3-2 i2/i1 113- 8/2/1 3.1/2" NOM, ZIP SHEATHING VERTICAL FULL HEIGHT FROM SILL PLATE TO MIN. TOP OF TOP PLATE. { 4. TOP PLATE TO BEARING MEMBER: x / { N / cn / I '-ATTIC- 'LY-WOOE) DECK TO )OR TRUSSES 6 / I IU15ROOM \ 1112" NOM. STRUCTI RAL SHEATHING DECKING NAILED -� w/ Sd RING SHA NAILS 9 6" O.C. AT PANEL "' COMPONENT AND CLADDING EDGE STRIP " 3, ON x PERENGINEEREO TRUSSES m \ { 3_2x1 !1 3-2x8/1/1 UPLIFT 0-450 LB. 1-51MFSCN 6" SDWC SCREW UPLIFT 450 LB. 865 LB. - 2-SIMPSON 6" 5DWC SCREWS UPLIFT 865 LB. - 1295 LB, - 3-SIMPSON 6" SDWC SCREWS -8 5. AT OTHER CONDITIONS, SEE DRAWINGS. 6. SEE SHEAR WALL LOCATIONS FOR SHEAR WALL HOLDDOWN. LOUD ROOF / 5 GOND FLOOK FRAt'lING FLAN -9 SCALE: 1/4"=1' -0" 1' -8" �REVISIONS 92) AD ov Cd11 o%rf, OFFICE COPY DATE OF ISSUE 5-12-19 DRAWN BY: HGP SHEET NO. ARNOLD S-21 18o 16 BEARING: ABOVE, FLOOR OR ROOF FRAMING HEADER, SEE EE PL FRAMING PLAN 4- SIMPSON M5TA24 w/ 18-106 NAIL ON IN51DE AND OUTSIDE, TYP BOTH JAMB5 OPENING, GARAGE, DOOR, WINDOW, SEE PLAN 3 - 2x6 JACK STUDS 51MP50N LSTHD8 w/ 24-16d SINKERS, TYP. EA. GARAGE DOORJAMB ALTERNATE HOLDDOWN: SIMP50N HTT5 ON Sia"hxb" IT TITEN SCREW w/ 26 10d x 11/2" z SIDE A,4I S - 3 SCALE: 1/2": V-0" STUDS /114LE END 5FRACNG IDETAIL SCALE: .2x4 OUTRIGGERS 9 9.C. ON TOP CHORD Or- LE FSLE TRUSS. IMPSON H2.5A w/ 5-10d x 111/2" TO RIGGER t 5-10d x 11/2" TO EA, SLE TRUSS. IMP50N H2.5A w/ 5-10d x 111/2" TO ?RAL BRACE t 5-10d x 11i2" TO 'SABLE TRUSS. IMPSON M5TA9 w/ 8-10d a 48" III TOWEIR ROOF FRAMING FLAN HIGH fROOF FRAMING FLAN SCALE: 1/4"_ I'-0" OFFICE COPY EVISIONS i DATE OF ISSUE 12-1-18 DRAWN BY: I-ICsP SHEET NO. ARNOLD S-3 v 3a nn / -77 1112" NOM, STRUCTURAL SHEATHING DECKING NAILD w/ Sd RING 5HANK NAILE(a 6" O.C. AT PANEL COMPONENT AND CLAbb]NG EDGE STRIP " 3, O PERENGfNEERE /TRU55ES\ \ /3-2x8 /1 \ TOWEIR ROOF FRAMING FLAN HIGH fROOF FRAMING FLAN SCALE: 1/4"_ I'-0" OFFICE COPY EVISIONS i DATE OF ISSUE 12-1-18 DRAWN BY: I-ICsP SHEET NO. ARNOLD S-3 i SCALE: 1/ "ml' -O" SHEAR WALLS: AT ALL SHEAR WALL LOCATIONS NOT NOTED OTHERWISE, WALL TO BE SHEATHED WITH 1i2" NOM, ZIP 5HEATHIWs NAILED w/ 8d NAILS eV 4" O.G. AT BOUNDARIES AND At ALL OPENIWG5, AND 6" O.C. AT ALL PANEL EDGE$, AT INTERIOR LOCATIONS TO BE FIN15HED w/ GUS, SHEAR WALL SHEATHING t0 BE UNDER CiLS. Q SHEAR WALL HOLD DOWN SYSTEM: I-SIMPSON HDU4-5DS25 ON 5%4 THREADED ROD SET 1" INTO SLAB w/ 51MP50N "SET" EPDXY AND 10-5D5144"41/2" TO POST, TYP. EACH SIDE, INSTALL 51MP50N CNW sks"-112" TRANSITION COUPLER NUT AND 1/2"0 THREADED ROD TO TOP PLATE ABOVE AS DESCRIBED AT VERTICAL THREADED ROD HOLD DOWN NOTE. OFFICE COPY L) Amw � � o � u m a N M vU o a Ems., ISI - ¢ W W W � DATE OF ISSUE 12-1-18 DRAWN BY: WIP SHEET NO. ARNOLD S-4 � 1816 � FRUCTU AL NCT 5: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2017 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor -15 psf unless otherwise noted Dead Load, Roof -15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at I lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around comers or corner bars shall be installed. 15, The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM B695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shalt submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated toad capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. FASTENING5C H E IDU L E REPRODUCED FROM FBC TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ROOF 1, BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR 3-8d (211/2"xO.121") OR EACH END, TOENAIL TW55ES TO TOP PLATE OR OTHER FRAMING BELOW 3-0d BOX (3"xO.12&9 OR 3-IOd BOX (3"x{0,128"9 OR 3" 14 GAGE STAPLES, 1" CROWN 3-3"xO.131" NAILS OR 3-3"xO.131" NAILS OR 6, RAFTER OR ROOF TRU55 TO TOP PLATE(SEE SECTION 3-3" 13 GGE STAPLES, J" CROWN TOENAIL BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT WALL TOP PLATE, TO TRUSS OR RAFTER 2-8d COMMON (21/2"xO.121") OR 2-3NO,131" NAILS OR EACH END, TOENAIL 8" O.C. TOENAIL 2-14 GAGE STAPLES IOd BOX (3NO.128") OR 3- BOX (YxO.128") OR 2-16d COMMON (31/2"x0.162") OR END NAIL 1. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR 3-3"x0,131" NAILS OR END NAIL ROOF RAFTERS TO 2" RIDGE BEAM 3-3" GAGE 5TAPLE5 2-8d COMMON (21/2"xO.131") OR FACE NAIL I6d COMMON (31/2NO.162") 6 6" O.C. FACE NAIL FLAT BLOCKING TO TRUSS AND WEB FILLER 3NO.131" NAILS e 6" O.G. 2-Ibd COMMON (31/2"x0.162") FACE NAIL 3-14 GAGE STAPLES m 6" O.C. TOENAIL 2, CEILING JOISTS TO TOP PLATE 3-8d (21/2"x0,121") OR EACH JOIST, TOENAIL 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 3-1Od BOX (3"x6.128") OR ON OPPOSITE SIDES 3-3NO.131" NAILS OR 8. STUD TO STUD (NOT A1BRACED WALL PANEL) 3-3" 14 GAGE STAPLES, r,," CROWN 24" O.G. FACE NAIL 3. CEILING JOISTS NOT ATTACHED TO PARALLEL 3-I6d (3'/2"x0.162") OR FACE NAIL RAFTERS, LAP OVER PARTITION (NO THRUST) 4-10d BOX (3"xO.128") OR (o" (SEE SECTION 2308.1.3:, TABLE 2308.13.1) 4-3"x0.131" NAILS OR 9. STUD TO STUD (NOT AT BRACED WALL PANEL) 4-3" 14 GAGE STAPLES, Ig" CROWN 16" O.C. FACE NAIL 4. CEILING JOISTS ATTACHED TO PARALLEL RAFTERS, PER TABLE 2308.13.1) FACE NAIL (HEEL JOINT), (SEE SECTION 2308.13.1, TABLE 2308.13,1) YxO31" NAILS 12" O.C. FACE NAIL 5. COLLAR TIE TO RAFTER 3-10d (3"xO.148") OR FACE NAIL 24" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 4-10d BOX (3"xO.128") OR 3-Sd COMMON (2'/2"xO.131") OR TOENAIL 4-3"xO.131" NAILS OR 3-IOd BOX (3"x{0,128"9 OR 3" 14 GAGE STAPLES, 1" CROWN 4-3" 14 GAGE STAPLES, CROWN 3-3"xO.131" NAILS OR 6, RAFTER OR ROOF TRU55 TO TOP PLATE(SEE SECTION 3-10d (3"x0.148") OR TOENAIL 2306.1.5, TABLE 2308,15) 3-16d BOX (31/2"xO.135") OR 8d COMMON (V/2"xO.131") OR 8" O.C. TOENAIL 4-10d BOX (3"x0.128") OR IOd BOX (3NO.128") OR 3- BOX (YxO.128") OR 4-3" 14 GAGE STAPLES, J" CROWN 3"x0.131" NAILS OR 1. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR 3-I6d COMMON (3'/2"xOA02") OR END NAIL ROOF RAFTERS TO 2" RIDGE BEAM 3-10d BOX (3"xO.128") OR 2-8d COMMON (21/2"xO.131") OR FACE NAIL 3-3"x0.131" NAILS OR 2-I0d BOX (3"x0.128") 8d COMMON l2'/2"xO.13I'9 OR 3-3" 14 GAGE STAPLES, I'" CROWN 2-Ibd COMMON (31/2"x0.162") FACE NAIL 3-10d COMMON (311/2NO.148") OR TOENAIL EACH BEARING, FACE NAIL 3-I6d BOX (31/2"xO.135") OR 20d COMMON (4"xO,192") 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 4-3"x0.131" NAILS OR ON OPPOSITE SIDES 4-3" 14 GAGE STAPLES, J" CROWN 8. STUD TO STUD (NOT A1BRACED WALL PANEL) I6d COMMON (31/2NO.162") 24" O.G. FACE NAIL 12" IOd (YxO.148") OR 16" O.C. FACE NAIL 1'/2" GALVANIZED ROOFING NAIL (16" HEAD 3"xO31" OR (o" 3-3" 14 GAGE STAPLES, J" CROWN 9. STUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMON (31/2"x0,162") 16" O.C. FACE NAIL I6d BOX (3'/2 "x0.135") 12" O.C. FACE NAIL 13j4" GALVANIZED ROOFING NAIL (1116" HEAD DIAMETER) OR YxO31" NAILS 12" O.C. FACE NAIL 3-3" 14 GAGE STAPLES, J" CROWN 10. BUILT-UP HEADER (2" TO 12" HEADER) I6d COMMON (31/2NO.162") 16" O.G. EACH EDGE FACE NAIL 8d COMMON (2'/2"xO.131") OR 6d DEFORMED (2NO.113") I6d BOX (3'/2 "xO.135") 12" O.C. EACH EDGE FACE NAIL IL CONTINUOUS HEADER TO STUD 4-8d COMMON (21/2NO.131") ITOENAIL 12" 4-10d BOX (YxO.128" ) 10d COMMON (3"x0,148") OR 8d DEFORMED (211/2"xO.131") 12. TOP PLATE TO TOP PLATE 16d COMMON (31/2"x0.162") I6" O.C. FACE NAIL 39. 1/2" OR LESS 10d BOX (3"x0.128") OR 12" O.C. FACE NAIL I2" 3-3"xO31" OR 6d CORROSION RESISTANT CASING (2NO,099") 3-3" 14 GAGE STAPLES, 116" CROWN 40. 5/8" 13. TOP PLATE TO TOP PLATE AT END JOINTS 8-16d COMMON (31/2"x0.162") OR EACH SIDE OF END JOINT, FACE 12-10d BOX (3NO.128") OR NAIL (MINIMUM 24" LAP SPLICE 12-3"x0.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, J" CROWN JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR I6d COMMON (311/2NO.162") 16" OC, FACE NAIL BLOCKING (NOT BRACED WALL PANEL)STUD TO STUD (NOT AT BRACED WALL PANEL) I6d (31/2x0.135") OR 12" O.C. FACE NAIL 6d CASING (2"x0.099") OR bd FINISH (PANEL SUPPORTS AT 24" O.C. 3"x0.131" NAILS OR 12111 3-3" 14 GAGE STAPLES, J" CROWN 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 8-16d COMMON (31/2"x0.162") OR EACH SIDE OF END JOINT, FACE BLOCKING (NOT BRACED WALL PANEL)STUD TO STUD 12-10d BOX (3"xO.128") OR NAIL (MINIMUM 24" LAP SPLICE AT BRACED WALL PANEL 12-3"x0.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, J" CROWN JOINT) 16. STUD TO TOP OR BOTTOM PLATE 4-6d COMMON (21/2"xO.131") OR TOENAIL 4-I0d BOX (3"x0.128") OR 4-3NO.131" NAILS OR 4-3" 13 GAGE STAPLES, j- CROWN 2-16d COMMON (311/2"x0,162") OR END NAIL 3-10d BOX (3NO.128") OR 3-3"x0.131" NAILS OR 3-3" 13 GAGE STAPLES, CROWN 11, TOP OR 50TTO M PLATE TO STUD 2-I6d COMMON (31/2"x0.162") OR END NAIL 3-I0d BOX (3"x0.128") OR 3-3NO.13I" NAILS OR 3-3" 13 GAGE STAPLES, "' CROWN 0. TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON (31/2"x0.162") OR FACE NAIL 3-I0d BOX (3NO.128") OR 3-3"x0.131" NAILS OR 3-3" 13 GAGE STAPLES, a" CROWN WALL 19. 1" BRACE AT EACH STUD AND PLATE 2-8d COMMON (211/2"x0.131") OR FACE NAIL 2-10d BOX (YxO.128") OR 2-3"xO.131" NAILS OR 2-3" 13 GAGE 5TAPLE5, CROWN 20. 1x6 SHEATHING AT EACH BEARING 2 -Std COMMON (211/2"xO.131") OR FACE NAIL 2-10d BOX (3NO.128") 21. Ix8 AND WIDER SWEAT141NG AT EACH BEARING 3-8d COMMON (21/2NO.131") OR FACE NAIL 3-10d BOX (3NO.128") DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 10d BOX (YxO,128") OR FLOOR 24" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 22, JOIST TO SILL, TOP PLATE OR GIRDER 3-Sd COMMON (2'/2"xO.131") OR TOENAIL ON OFF051TE SIDES 3-IOd BOX (3"x{0,128"9 OR 3" 14 GAGE STAPLES, 1" CROWN L 3-3"xO.131" NAILS OR U � AND 3-3" 13 GAGE STAPLES, F' CROWN ENDS AND AT EACH SPLICE, 23. RIM JOIST. BAND JOIST OR BLOCKING TO TOP PLATE, 8d COMMON (V/2"xO.131") OR 8" O.C. TOENAIL SILL OR OTHER FRAMING BELOW IOd BOX (3NO.128") OR 3- BOX (YxO.128") OR w 3"x0.131" NAILS OR 3-3"x0,131" NAILS OR 3" 14 GAGE STAPLES, "" CROWN gid 24. Ixb SUBFLOOR OR LE55 TO EACH JOIST 2-8d COMMON (21/2"xO.131") OR FACE NAIL 6" 2-I0d BOX (3"x0.128") 8d COMMON l2'/2"xO.13I'9 OR 25. 2" SUBFLOOR TO JOIST OR GIRDER 2-Ibd COMMON (31/2"x0.162") FACE NAIL 26. 2" PLANKS (PLANK 4 BEAM - FLOOR t ROOF) 2-I6d COMMON (3/2"xO.162") EACH BEARING, FACE NAIL 21, BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4"xO,192") 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 8" ON OPPOSITE SIDES 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON (3'/2"x0.162") OR EACH J015T OR RAFTER, FACE NAIL 4-10d BOX (3"x0.128") OR 4-3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, i" CROWN 29. JOIST TO BAND JOIST OR RIM JOIST 3-I6d COMMON (31/2NO.162") OR END NAIL 4-10d BOX (3"x0.128") OR 4-3"x0,131" NAILS OR 4-3" 14 GAGE STAPLES, F" CROWN 30, BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRU55 2-8d COMMON (21/2"x0.131") OR EACH END, TOENAIL 2-10d BOX (3NO.126") OR 2-3"x0.131" NAILS OR 2-3" 14 GAGE STAPLES, J" CROWN WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) 31. 3/8" TO 1/2" bd COMMON OR DEFORMED (2"x0.113") 6" 12" 10d BOX (YxO,128") OR 24" O.C. FACE NAIL TOP AND BOTTOM STAGGERED l� 3"x0.131" NAILS OR 6" ON OFF051TE SIDES N 3" 14 GAGE STAPLES, 1" CROWN L U � AND 6" ENDS AND AT EACH SPLICE, 2-20d COMMON (4"x0.192") OR 4" FACE NAILS 3- BOX (YxO.128") OR w 3-3"x0,131" NAILS OR 4" gid 3-3" 14 GAGE STAPLES, 7" CROWN 3" 6" 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON (3'/2"x0.162") OR EACH J015T OR RAFTER, FACE NAIL 4-10d BOX (3"x0.128") OR 4-3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, i" CROWN 29. JOIST TO BAND JOIST OR RIM JOIST 3-I6d COMMON (31/2NO.162") OR END NAIL 4-10d BOX (3"x0.128") OR 4-3"x0,131" NAILS OR 4-3" 14 GAGE STAPLES, F" CROWN 30, BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRU55 2-8d COMMON (21/2"x0.131") OR EACH END, TOENAIL 2-10d BOX (3NO.126") OR 2-3"x0.131" NAILS OR 2-3" 14 GAGE STAPLES, J" CROWN WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) 31. 3/8" TO 1/2" bd COMMON OR DEFORMED (2"x0.113") 6" 12" OFFICE COPY 9 ('REVISIONS) (SUBFLOOR AND WALL) o l� 8d BOX OR DEFORMED (21/2"x0.113") 6" 12" N (ROOF) L U � 21/2"xO.113" (SUBFLOOR AND WALL) 6" 12" 13/4" 16 GAGE STAPLES, 1116" CROWN 4" 8" (SUBFLOOR AND WALL) w 2%`x0.113" NAIL (ROOF) 4" gid 13/4" 16 GAGE STAPLE 1116" CROWN (ROOF) 3" 6" 32. 19/32" TO 3/4" 8d COMMON l2'/2"xO.13I'9 OR 0 12" 6d DEFORMED (2"x0.113") 23/sNO.113" NAIL OR 4" 8" 2" 16 GAGE STAPLE 1A6" CROWN 33. 1/8" TO 1 114" ]Old COMMON (3"x0.148") OR 8d DEFORMED (2 /2 "x0,131" J 6" 12" OTHER EXTERIOR WALL SHEATHING 34. '/2" FIBERBOARD SHEATHING 1'/2" GALVANIZED ROOFING NAIL (16" HEAD 3" (o" DIAMETER) OR 1 1/4" 16 GAGE STAPLE WITH "' OR I" CROWN 35. 25/32" FIBERBOARD SHEATHING 13j4" GALVANIZED ROOFING NAIL (1116" HEAD DIAMETER) OR 3" (o" 1'1/2" 16 GAGE STAPLE WITH 1" OR I" CROWN WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 3j4" OR LESS 8d COMMON (2'/2"xO.131") OR 6d DEFORMED (2NO.113") 6" 12" 31. pis" - I" Sd COMMON (2'1/2"x0.131") OR 8d DEFORMED (2"xO.131") b" 12" 38. I'/," _ 1'/4" 10d COMMON (3"x0,148") OR 8d DEFORMED (211/2"xO.131") 6" 12" PANEL SIDING TO FRAMING 39. 1/2" OR LESS bd CORROSION FRES15TANT SIDING (11/6" x 0.106) OR 6" I2" 6d CORROSION RESISTANT CASING (2NO,099") 40. 5/8" 8d CORROSION RESISTANT SIDING (234" x 6" 12" 0.128) OR 8d CORROSION RE515TANT CASING (21/2"xO,113") INTERIOR PANELING 41. 1/4" 4d CASING (1'/2 "x0.080'7 OR 4d FINISH (1 X1/2 "xO.012") 6" 12" 42, 31/," 6d CASING (2"x0.099") OR bd FINISH (PANEL SUPPORTS AT 24" O.C. 6" 12111 OFFICE COPY 9 ('REVISIONS) DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. ARNOLD S-5 18016 (..j o l� N � L U � U � �¢ w w DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. ARNOLD S-5 18016 - - - - - - - - - - - - - - - - - - - - PIF5T FLCCi� ELECTRICAL FLAN SCALE: 1/4" = I' -V OFFICE COPY m DATE OF ISSUE 12-1-I8 DRAWN BY: WISP SHEET NO. AWOLD E- 1 o C� W U M w Nas m G L ux ¢w w DATE OF ISSUE 12-1-I8 DRAWN BY: WISP SHEET NO. AWOLD E- 1 ELECTRICAL LEGEND SWITCH, SINGLE POLE 3 SWITCH, THREE-WAY SWITCH, FOUR-WAY R SWITCH, RHEOSTAT Cj 110V DUPLEX OUTLET 44 110v DUPLEX OUTLET w/ MOUNTING HEIGHT 1�10v DUPLEX OUTLET, WATERPROOF 110V DUPLEX OUTLET, FLOOR MOUNTED G 110V DUPLEX OUTLET, CEILING MOUNTED 110v DUPLEX OUTLET, HALF SWITCHED l 110v DUPLEX OUTLET ON DEDICATED CIRCUIT 220V OUTLET 110v DUPLEX OUTLET, ARC FAULT 110v DUPLEX OUTLET, ARC FAULT, HALF SWITCHED QUAD 110v DUPLEX OUTLET 110v USB CHARGING OUTLET, ARC FAULT --- 110v GFI UNDER CABINET STRIP OUTLET $ 110V DUPLEX OUTLET, GFI OJ JUNCTION BOX ® CEILING SPEAKER, BY SYSTEMS CONTRACTOR Q DOOR CHIME BUTTON © DOOR CHIME SMOKE / CARBON MONOXIDE DETECTOR PZ�TvCOMBINATION PHONE TV OUTLET A PHONE Zv Tv, CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED LIGHT FIXTURE, WALL MOUNTED FLUORESCENT LIGHT FIXTURE, UNDER CABINET MOUNTED LIGHT FIXTURE, 2.48" BULB FLUORE-SCENT LIGHT FIXTURE, RECESSED STEP 1F-=PANELBOARD, 12" TO TOP DISCONNECT, 12" TO TOP i CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT 84" CEILING FAN ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM AS REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12, ELECTRIC CONTRACTOR SHALL INSTALL ALL BOXES AND HAVE OWNERS APPROVAL OF LOCATIONS AND QUANTITY PRIOR TO BEGINNING WIRING. 100% OF FIXTURES SHALL BE BULBED WITH HIGH -EFFICACY BULBS AS DEFINED BY FBC-ENERGY R404 LED%OOM { �4{ { SECOND L AVt � ---------- J LAV. { I { { { { { { ----------------------------------------- — ---- ----------------------------� SECOND FL00 ELECTRICAL f L,4N SCALE: 114"--l'-O" OFFI 1 Revision Request/Correction to Comments `*ALL INFORMATION HIGHLIGHTED IN f 1 City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: - /i -OZ NG Revision to Issued Permit OR Corrections to Comments Date: /7 Project Address: 60.6 QAC/6 1..." / / Contractor/Contact Name: 5 / ,j, ,v L..LC i He SS 1-v'/ Contact Phone: 401(4-(Zq—y6.SZ Email: 4 M -S/,✓/k °_ „iy�St+►11,4 .Cc,,` Description of Proposed Revision/Corrections: AU 6G) SJ�••41 A -J /-- t.1.401C., c$ 7/0•44./ /(Y4--44--S I ly/ 4—i 11.4.5-3( A `t- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil roposed revision/corrections add additional square footage to original submittal? o ❑ Yes (additional s.f.to be added: ) •ill proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ,•••• ( (Office Use Only) Approved 1_] Denied 1 I Not Applicable to Department Permit Fee Due$ 0 Revision/Plan Review Comments 10 1 T 9C 7 '/cre-k —vT /QpvI Tic,r 011OC Li mPr+S Pay Pe-e- . D-•. tment Review Required: Building m • . .g : Zoning j Reviewed By Tree Administrator Public Works Public Utilities /v / 6 -(30 Public Safety Date Fire Services Updated 10/17/18 � rL�J f 10 s_te "A; • .. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 r inc) BUILDING REVIEW COMMENTS Date: 1/14/2020 Permit#: RES19-0206 Site Address: 606 COASTAL OAK LN Review Status: Denied _ RE#: 169505 2010 Applicant: SH DESIGN LLC Property Owner: DAVID SCOTT ARNOLD Email: bmessina@shdesignjax.com Email: DAVIDSARNOLD@GMAIL.COM Phone: 9043391126 Phone: 9045637387 9044249652 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. The recently submitted revision documents have spaces for signatures and dates needed by the builder. The documents have sticky notes attached to them and can be retrieved for you by the Permit Techs if you return to the Building Department to sign. Remember all documents submitted for the construction of homes are legal documents. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 S rn f N'1 a , Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. ALL Revision Request/Correction to Comments **HIGHLI HIED I ON '''`�. HIGHLIGHTED IN :.:(fLa: City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ,J' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES 19-0206 ERevision to Issued Permit OR t Corrections to Comments Date: 1/9/2020 Project Address: 606 Coastal Oaks Ln Contractor/Contact Name: SH Design LLC Brian Messina Contact Phone: 904-424-9652 Email: bmessina@shdesignjax.com Description of Proposed Revision/Corrections: r. 7. n, ; 1'+ \ T E ,. ; :Lam ) ,...,� .,'� t:,,� i1 �^' /• Revised ECALCs to match as built onsite due to conditions Revised Product Approvals for upgraded window package to Impact and manufacturer J%\N 1 0 2020 '•,iIrtinri fl ' v"1'.'. .t I SH Design LLC Brian Messina affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? EINo ❑Yes (additional s.f.to be added: N/,4 ) • ill proposed revision/corrections add additional increase in building value to original submittal? "No ❑*Yes(additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ,.....s _m___i Approved ArDenied Li Not Applicable to Department Permit Fee Due$ ia o) Revision/Plan Review Comments /! 'iScI !15 S,5,aiV/-,-5 if if a/'e--S en 4' (Act/flexe✓tih- PplItment Review Required: rBuildini> ,% Q,- Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities /— l Public Safety Date Fire Services Updated10/17/18 a-- PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF JACKSONVILLE BEACH,FLORIDA OFFICE COPY Project Name: Arnold Residence Project Address: 606 Coastal Oaks Ln ' s required by Florida Statute 553.842 and Florida Administrative Code 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable o the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed ,roducts. Information re•arding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategor Manufacturer Product Description Limitation of Use State# Local# y A. EXTERIOR DOORS 1. Swinging Thermatru Fiberglass Smooth Star FL 15225.5 W&W/O sidelite 2.Sliding Kolbe Windows Forgent Per Mfg. Install Inx. FL22641.4 3.Sectional Clopay Sectional Exterior 16' Max Width x 8' FL 15279.17 Door Assemblies B.WINDOWS 1.Double hung Kolbe Windows Forgent Per Mfg. Install Inx. FL22655.2 2. Horizontal slider Kolbe Windows Forgent Per Mfg. Install Inx. FL22656.2 Awning Kolbe Windows Forgent Per Mfg. Install Inx. FL22241 5.Fixed Kolbe Windows Forgent Per Mfg. Install Inx. FL22242 5.Fixed PGT WinGuard Impact Per Mfg. Install Inx. FL 5012 Category/Subcategor Manufacturer Product Description Limitation of Use State# Local# y C. PANEL WALL 1. Siding James Hardie Panel FL13223.2 2. Soffits James Hardie Panel FLI3223.2 D. ROOFING I. Asphalt shingles GAF Materials Asphalt Shingles FL10124.1 2. Underlayment's Polyglass Underlayment's FL5259.1 3. Metal Roofing Exterior Metal Galvalume FL17022.5 Fabricator Category/Subcategor Manufacturer Product Description Limitation of Use State# Local# y E.SHUTTERS 3. Storm panels F.STRUCTURAL COMPONENTS 1.Wood Simpson Strong Tie FL 10441.4 connector/anchor � Z 2.Truss plates Mitek Industries MII 16 ga.Truss Connector plate FL 2197.2 3.Engineered Weyerhaeuser TJI FL1630.1-.6 OFFICE COPY lumber Rimboard/Microllam LVL/Parallam FL6527.1-.5 PSL/Timberstrand LSL 11.Wall Category/Subcategor Manufacturer Product Description Limitation of Use State# Local# y H.NEW EXTERIOR ENVELOPE PRODUCTS 1. James Hardie Bldg. Panel FL13223.2 Products En addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,it is the Contractor's or Authorized Agent's responsibility o have a legible copy of each manufacturer's printed instructions,along with the list above,on the job site available to the inspector. the products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected,they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: Brian Messina , ///02,1.)L U 'Contractor or Design Professional) / ignafure� �ompany Name: SH Design f Mailing Address: 830 3rd St.S#101 City: Jacksonville State: FL Zip Code: 32250 Telephone Number: 904-755-5393 Fax Number: OFFICE COPS; FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 143 Atlantic Beach CC Builder Name: SH Designs Street: 606 Coastal Oaks Lane Permit Office: Duval City,State,Zip: Atlantic Beach, FL ,32233 Permit Number: Owner: Jurisdiction: Design Location: FL.Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (4496.2 sqft.) Insulation Area a. Frame-Wood. Exterior R=19.0 3682.90 ft' 2. Single family or multiple family Single-family b. Frame Wood,Adjacent R=13.0 546.18 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=19.0 267.21 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types (2966.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Roof Deck(Unvented) R=20.0 2506.00 ft2 6. Conditioned floor area above grade(ft2) 3468 b. Knee Wall(Unvented) R=19.0 460.00 ft' Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft' 7. Windows(581.5 sqft.) Description Area a.Sup:Attic, Ret:Attic.AH:Attic 6 178 a. U-Factor: Dbl, U=0.31 581.50 ft2 b.Sup: Attic, Ret:Attic.AH:Attic 6 109 SHGC: SHGC=0.20 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:18.00 b.Central Unit 24.0 SEER:18.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 48.0 HSPF:9.60 SHGC: b. Electric Heat Pump 24.0 HSPF:9.60 Area Weighted Average Overhang Depth: 4.024 ft. Area Weighted Average SHGC: 0.200 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (3468.0 sqft.) Insulation Area EF:0.930 a.Slab-On-Grade Edge Insulation R=0.0 2506.00 ft2 b. Conservation features b. Floor over Garage R=0.0 704.00 ft2 None c.other(see details) R= 258.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 75.64 PASS Glass/Floor Area: 0.168 Total Baseline Loads: 101.10 rN•✓1.1.wM..•._ I hereby certify that the plans and specifications covered by Review of the plans and .j O,•Sk1E Si ; ..A„'.: this calculation are in compliance with the Florida Energy specifications covered by this 'V , - - ,.0�; Code. calculation indicates compliance /V'a,,��oo • = s e I 1 with the Florida Energy Code. •ti +r,,,, ',, .:: „WS ,�O': PREPARED BY: Cristina McAnallyCBefore construction is completed • ,, O i 1* rr- ! 0 i DATE: 0 this building will be inspected for s- 0 1, :,a i compliance with Section 553.908 * ��• ' I herebycertifythat this building, as designed,: n compliance Florida Statutes. 4 �" with the Florida Energy Code. • p •- .COD WE1*-, •• .... ),,_ OWNER/AGENT: BUILDING OFFICIAL: DATE: ._ i.- _ __ DATE: /-f6 `ad - 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). 10/31/2019 10:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 143 Atlantic Beach CC Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3468 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: Yes PlatBook: Builder Name: SH Designs Rotate Angle: 315 Street: 606 Coastal Oaks Lane Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: Custom CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2506 25310.6 2 Block2 962 8850.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Inn ID Finished Cooled Heated 1 1st Floor 2506 25310.6 Yes 3 2 1 Yes Yes Yes 2 2nd Floor 962 8850.4 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 267 ft 0 2506 ftp ____ 0.5 0 0.5 2 Floor over Garage 2nd Floor 704 ft2 0 0.5 0 0.5 3 Floor Over Other Space 2nd Floor258 ft2 0 0.5 0 0.5 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2714 ft2 0 ft2 Medium N 0.75 No 0.9 No 20 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2506 ft2 N N 10/31/2019 10:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORW1 R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 2506 ft2 0.11 Wood 2 Knee Wall(Unvented) 1st Floor 19 Batt 102 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 19 Batt 358 ft' 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below __ V # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value.... Fraction Absor__ Grade% _ 1 N=>NW Exterior Frame-Wood 1st Floor 19 19 8 10 1 198.3 ft2 0.23 0.6 0 2 W=>SW Exterior Frame-Wood 1st Floor 19 2 0 10 1 20.2 ft2 0.23 0.6 0 3 N=>NW Exterior Frame-Wood 1st Floor 19 24 10 10 1 250.4 ft2 0.23 0.6 0 - 4 W=>SW Exterior Frame-Wood 1st Floor 19 17 8 10 1 178.1 ft2 0.23 0.6 0 5 N=>NW Garage Frame-Wood 1st Floor 13 26 0 10 1 262.2 ft2 0.23 0.01 0 6 E=>NE Garage Frame-Wood 1st Floor 13 9 8 10 1 97.5 ft2 0.23 0.01 0 7 W=>SW Garage Frame-Wood 1st Floor 13 7 4 10 1 73.9 ft2 0.23 0.01 0 8 E=>NE Exterior Frame-Wood 1st Floor 19 15 9 10 1 158.8 ft2 0.23 0.6 0 9 S=>SE Exterior Frame-Wood 1st Floor 19 12 5 10 1 125.2 ft2 0.23 0.6 0 10 E=>NE Exterior Frame-Wood 1st Floor 19 20 0 10 1 201.7 ft2 0.23 0.6 0 11 S=>SE Garage Frame-Wood 1st Floor 19 8 4 10 1 84.0 ft2 0.23 0.01 0 -12 E=>NE Garage Frame-Wood 1st Floor 19 18 2 10 1 183.2 ft2 0.23 0.01 0 13 S=>SE Exterior Frame-Wood 1st Floor 19 19 10 10 1 200.0 ft2 0.23 0.6 0 14 E=>NE Exterior Frame-Wood 1st Floor 19 5 2 10 1 52.1 ft2 0.23 0.6 0 15 S=>SE Exterior Frame-Wood 1st Floor 19 15 8 10 1 158.0 ft2 0.23 0.6 0 16 W=>SW Exterior Frame-Wood 1st Floor 19 17 4 10 1 174.8 ft2 0.23 0.6 0 17 S=>SE Exterior Frame-Wood 1st Floor 19 5 11 10 1 59.7 ft2 0.23 0.6 0 18 W=>SW Exterior Frame-Wood 1st Floor 19 28 1 10 1 283.2 ft2 0.23 0.6 0 19 N=>NW Exterior Frame-Wood 2nd Floor 19 28 10 9 2 264.3 ft2 0.23 0.6 0 20 E=>NE Exterior Frame-Wood 2nd Floor 19 27 2 9 2 249.0 ft2 0.23 0.6 0 21 S=>SE Exterior Frame-Wood 2nd Floor 19 28 10 9 2 264.3 ft2 0.23 0.6 0 22 W=>SW Exterior Frame-Wood 2nd Floor 19 4 7 9 2 42.0 ft2 0.23 0.6 0 23 S=>SE Exterior Frame-Wood 2nd Floor 19 3 7 9 2 32.8 ft2 0.23 0.6 0 24 E=>NE Exterior Frame-Wood 2nd Floor 19 4 0 18 4 73.3 ft2 0.23 0.6 0 25 S=>SE Exterior Frame-Wood 2nd Floor 19 12 8 18 4 232.2 ft2 0.23 0.6 0 26 W=>SW Exterior Frame-Wood 2nd Floor 19 12 8 18 4 232.2 ft2 0.23 0.6 0 27 N=>NW Exterior Frame-Wood 2nd Floor 19 12 8 18 4 232.2 ft2 0.23 0.6 0 28 S=>SE Garage Frame-Wood 1st Floor 13 7 4 10 1 73.9 ft2 0.23 0.01 0 29 E=>NE Garage Frame-Wood 1st Floor 13 3 10 10 1 38.7 ft2 0.23 0.01 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>SE Insulated 1st Floor None .35 3 8 24 ft2 2 S=>SE Wood 1st Floor None .35 2 8 8 21.3 ft' 3 N=>NW Wood 1st Floor None .35 2 8 8 21.3 ft2 10/31/2019 10:37 AM EnergyGaugei? USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered orientation(=>)changed to Worst Case. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>NW 1 Metal Low-E Double Yes 0.31 0.2 N 10.8 ft' 1 ft 6 in 10 ft 0 in Drapes/blinds None 2 N=>NW 1 Metal Low-E Double Yes 0.31 0.2 N 15.4 ft' 1 ft 6 in 10 ft 0 in Drapes/blinds None 3 N=>NW 3 Metal Low-E Double Yes 0.31 0.2 N 29.0 ft' 11 ft 4 in 10 ft 0 in Drapes/blinds None 4 N=>NW 3 Metal Low-E Double Yes 0.31 0.2 N 96.0 ft2 11 ft 4 in 10 ft 0 in Drapes/blinds None 5 W=>SW 4 Metal Low-E Double Yes 0.31 0.2 N 21.3 ft2 2 ft 0 in 10 ft 0 in Drapes/blinds None 6 E=>NE 8 Metal Low-E Double Yes 0.31 0.2 N 30.0 ft2 1 ft 6 in 10 ft 0 in Drapes/blinds None 7 E=>NE 10 Metal Low-E Double Yes 0.31 0.2 N 30.0 ft2 1 ft 6 in 10 ft 0 in Drapes/blinds None 8 S=>SE 13 Metal Low-E Double Yes 0.31 0.2 N 24.0 ft' 11 ft 0 in 10 ft 0 in Drapes/blinds None 9 S=>SE 15 Metal Low-E Double Yes 0.31 0.2 N 61.7 ft' 1 ft 6 in 10 ft 0 in Drapes/blinds None 10 W=>SW 16 Metal Low-E Double Yes 0.31 0.2 N 37.0 ft' 1 ft 6 in 10 ft 0 in Drapes/blinds None 11 W=>SW 18 Metal Low-E Double Yes 0.31 0.2 N 11.3 ft' 1 ft 6 in 10 ft 0 in Drapes/blinds None 12 W=>SW 18 Metal Low-E Double Yes 0.31 0.2 N 4.5 ft' 1 ft 6 in 10 ft 0 in Drapes/blinds None 13 N=>NW 19 Metal Low-E Double Yes 0.31 0.2 N 16.5 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 14 E=>NE 20 Metal Low-E Double Yes 0.31 0.2 N 30.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 15 E=>NE 20 Metal Low-E Double Yes 0.31 0.2 N 12.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 16 S=>SE 21 Metal Low-E Double Yes 0.31 0.2 N 66.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 17 S=>SE 23 Metal Low-E Double Yes 0.31 0.2 N 5.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 18 E=>NE 24 Metal Low-E Double Yes 0.31 0.2 N 9.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 19 S=>SE 25 Metal Low-E Double Yes 0.31 0.2 N 18.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 20 S=>SE 25 Metal Low-E Double Yes 0.31 0.2 N 18.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 21 W=>SW 26 Metal Low-E Double Yes 0.31 0.2 N 18.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 22 W=>SW 26 Metal Low-E Double Yes 0.31 0.2 N 18.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 760.76 ft' 760.76 ft2 60.33 ft 10.1 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000438 3985.4 218 8 411.48 .2364 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9.6 48 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:9.6 24 kBtu/hr 2 sys#2 10/31/2019 10:37 AM EnergyGauge8 USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 18 48 kBtu/hr 1400 cfm 0.75 1 sys#1 2 Central Unit/ None SEER: 18 24 kBtu/hr 700 cfm 0.75 2 sys#2 HOT WATER SYSTEM 1 # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0 93 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply--- ----Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 178 ft2 Attic 75 ft2 Default Leakage Attic (Default)c(Default)c 1 1 2 Attic 6 109 ft2 Attic 75 ft' Default Leakage Attic (Default)c(Defautt)c 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ ]Jan Feb lMar r Ma X Jun X Jul X Au X Se Oct Nov Dec HeatinX]Jan XI Feb tX Mar fr f Ma4 Jun 4 Jul AugSeOct X Nov X Dec Venting ]Jan Feb X' Mar X Apr [ May ` Jun [ Jul Aug SepOct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 -Electric Heat Pump 0% 1 -Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Defautt(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 10/31/2019 10:37 AM EnergyGauge )USA 6.0.02(Rev. 1)- FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the Energy Performance Index, the more efficient the home. 1 New home or, addition 1. New(From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 72.0 a) Split system SEER 5. Is this a worst case? (yes/no) 5. Yes b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 3468 d) Room unit/PTAC EER e) Other 18.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.310 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.200 14. Heating system: Capacity 72.0 c) Area 7c. 581.5 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9.60 9. Floor type; insulation level: a) Slab-on-grade (R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 0.0 15 Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 0.93 10. Wall type and insulation: c)Gas fired, LPG EF A. Exterior d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10B1. varies 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. 0.0 b)Cross ventilation No b) Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11c. 19.0 d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features 1c.) l( Co.0 Builder Signature: \ l� Date: 1 \.\ Address of New Home. 606 oastal 0 s Lane City/FL Zip: Atlantic Beach, FL 32233 10/31/2019 10:37:42 AM EnergyGauge�,USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, fith Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 606 Coastal Oaks Lane Permit Number: Atlantic Beach. FL .32233 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL n R401.3 Energy Performance Level(EPL)display card(Mandatory).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. n R402.4 Air leakage(Mandatory). 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. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. ❑ R402.4.1 Building thermal enveloolae 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. 111 R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers 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. ❑ R402.4.1.2 Testing. 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. Exception: 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. 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. ❑ 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. a R402.4.3 Fenestration air leakageWindows, 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 101,9 S.2/A440 by an accredited.independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows, skylights and doors. 10/31/2019 10:37 AM EnergyGaugeF'USA 6.0.02(Rev. 1)- FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) OR402.4.4 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code. Residential. OR402.4.5 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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. • 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 0403.2.9.2 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. 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. O R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1 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 manufac handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. 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. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. OR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. OR403.4 Mechanical system piping insulation(Mandatory). 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. 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. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory).Heated water circulation systems shall be in accordance with Section R403,5,1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1 2 Automatic controls.temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall 111 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. ❑ R403.5.1.2 Heat trace systems.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. 10/31/2019 10:37 AM EnergyGaugeiP,USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 • MANDATORY REQUIREMENTS - (Continued) ❑ 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 Y2 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). Q 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 bumer(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: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal:and 2. Be installed at an orientation within 45 degrees of true south. • 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. O R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor ❑ 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: 1. 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. 2. 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. 3. 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. R403.7 Heating and cooling equipment(Mandatory). O R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies.based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFMNVATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 10/31/2019 10:37 AM EnergyGauge F USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal.rating-test value and shall not be used for equipment sizing. Manufacturers 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. 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. 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. 2 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. 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. D 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. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. • R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). • R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10 1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater. or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots R403.10.2 Time switches.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: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems 3. Where pumps are powered exclusively from on-site renewable generation. O R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season.is from site-recovered energy, such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013,when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/31/2019 10:37 AM EnergyGaugeP USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 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(Mandatorne energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS 0 R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. 10/31/2019 10:37 AM EnergyGaugef USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 - AIfk BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 143 Atlantic Beach CC Builder Name: SH Designs Street: 606 Coastal Oaks Lane Permit Office: Duval City,State,Zip: Atlantic Beach, FL.32233 Permit Number: Owner: Jurisdiction: w Design Location: FL,Jacksonville CJ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. 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. Windows,skylights The space between window/door jambs and framing.and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side of floors) 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. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation.insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts.penetrations Duct shafts. utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring 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. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed. concealed fire sprinklers shall only be sealed sprinklers 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. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 10/31/2019 10:37 AM EnergyGaugei USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: 143 Atlantic Beach CC + - wrightsoft Date: 2019 Down Stairs By: A/C Designs of St. Augustine Inc. Plan: custom, 3370 Agricultural Center Dr.St.Augustine.FL 32092 Phone:904-829-8898 Fax License:CAC1813372 Project Information For: SH Designs Fl Cooling Equipment Design Conditions Outdoor design DB: 90.4°F Sensible gain: 30470 Btuh Entering coil DB: 77.8°F Outdoor design WB: 77.5°F Latent gain: 9072 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0'F Total gain: 39542 Btuh Indoor RH: 50% Estimated airflow. 1380 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type SpIitASHP Manufacturer Amana Model: AVZC180481A+AVPEC59D14A Actual airflow 1380 cfm Sensible capacity: 35037 Btuh 115%of load Latent capacity: 9282 Btuh 102%of load Total capacity: 44320 Btuh 112%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 36 9 F Heat loss: 37859 Btuh Entering coil DB: 68.5`F Indoor design DB: 70.0 F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer Amana Model: AVZC180481A+AVPEC59D14A Actual airflow 1380 cfm Output capacity: 44000 Btuh 116%of load Capacity balance: 32 `F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1380 cfm Output capacity: 10.0 kW 90%of load Temp. rise: 21 'F Meets all requirements of ACCA Manual S. wrightsoft' 2019-0c1-31 10:5826 Right-Suite©Universal 2019 19.0.13 RSU01648 Page 1 AC R:Wlanual ASH Design\143 Atlantic Beach CC/up Calc=MAFront Door faces:N Job: 143 Atlantic Beach CCManual S Compliance Report wrightsoft Date: 2019 Up Stairs By: Plan: Custom A/C Designs of St. Augustine Inc. 3370 Agricultural Center Dr.St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 License:CAC1 813372 Project Information For. SH Designs FI Cooling Equipment Design Conditions Outdoor design DB: 90.4°F Sensible gain: 16922 Btuh Entering coil DB: 75.6°F Outdoor design WB: 77.5°F Latent gain: 4736 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 21658 Btuh Indoor RH 50% Estimated airflow. 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: AVZC180241 A+AVPEC25B14A Actual airflow 700 cfm Sensible capacity: 16752 Btuh 99%of load Latent capacity: 4618 Btuh 98%of load Total capacity: 21371 Btuh 99%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 36.9F Heat loss: 10953 Btuh Entering coil DB: 69.8`F Indoor design DB: 70.0•-F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: AVZC180241 A+AVPEC25B14A Actual airflow: 800 cfm Output capacity: 22200 Btuh 203%of load Capacity balance: 18 `F Supplemental heat required: 0 Btuh Economic balance. -99 `F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 5.0 kW 156%of load Temp. rise: 21 'F Meets all requirements of ACCA Manual S. -1114- wrightsoft' 2019-0c1-31 1058:26 Right-Suite®Universal 2019 19.0.13 RSU01648 Page 2 A — ` R:'Manual ASH Design\143 Atlantic Beach CC.rup Calc=MJ8 Front Door faces:N +i- ' Pro Project Summa Job: 143 Atlantic Beach CC wrightsoft Date: 2019 Entire House By: NC Designs of St. Augustine Inc. Plan: Custom 3370 Agricultural Center Dr.St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 License:CAC1 813372 Pro'ect Information For. SH Designs Fl Notes: 143 Atlantic Beach CC Faces North Desi• n Information Weather: St Augsutine AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 37 "F Outside db 90 °F Inside db 70 °F Inside db 75 °F Design TD 33 °F Design TD 15 °F Daily range L Relative humidity 50 % Moisture difference 57 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 37679 Btuh Structure 33961 Btuh Ducts 11132 Btuh Ducts 13430 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 48812 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 47391 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 9638 Btuh Ducts 4171 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 3468 3468 Equipment latent load 13809 Btuh Volume(ft') 34161 34161 Air changes/hour 0.28 0.15 Equipment Total Load(Sen+Lat) 61200 Btuh Equiv. AVF(cfm) 159 85 Req.total capacity at 0.70 SHR 5.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. • 4 wrightsoft- 2019-Oct-31 10:58:26 1 Right-Suiten Universal 2019 19.0.13 RSU01648 Page 1 ��` RNAanual ASH Deslgn1143 Atlantic Beach CC.rup Calc=MJ8 Front Door faces:N • Job: 143 Atlantic Beach CC +14: wrightsoft Project Summary Date: 2019 Down Stairs By. Plan: A/C Designs of St. Augustine Inc. custom 3370 Agricultural Center Dr.St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 License:CAC1 813372 Pro"ect Information For: SH Designs Fl Notes: 143 Atlantic Beach CC Faces North Desi•n Information Weather: St Augsutine AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 37 °F Outside db 90 °F Inside db 70 °F Inside db 75 °F Design TD 33 °F Design TD 15 °F Daily range L Relative humidity 50 % Moisture difference 57 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 29205 Btuh Structure 19988 Btuh Ducts 8654 Btuh Ducts 10482 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37859 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30470 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5468 Btuh Ducts 3605 Btuh Central vent(0 On') 0 Btuh Heating Cooling (none) Area(ft?) 2506 2506 Equipment latent load 9072 Btuh Volume(ft') 25311 25311 Air changes/hour 0.21 0.11ui menu Loadn+Lat 39542 Btuh Equiv. AVF(cfm) 89 48 Req. •o capacity at 0.75 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model AVZC180481A Cond AVZC180481A AHRI ref 9114952 Coil AVPEC59D14A AHRI ref 9114952 Efficiency 9.6 HSPF Efficiency 11.0 EER, 18 SEER Heating input Sensible cooling 33000 Btuh Heating output 44000 Btuh @ 47 F Latent cooling 11000 Btuh Temperature rise 29 "F Total cooling 44000 Btuh Actual air flow 1380 cfm Actual air flow 1380 (-I'm Air flow factor 0.036 cfm/Btuh Air flow factor 0.045 cirri/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.77 Capacity balance point=32"F Backup: Input= 10 kW, Output=34121 Btuh, 100AFUE Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2019-Od-31 10:58:26 .,.... - ._ .. Right-Suiten:Universal 2019 19.0.13 RSU01648 Page 2 A'CA R:`Manual JOSH Design\143 Atlantic Beach CC.rup Calc=MJ8 Front Door faces:N r Project SummaryJob: 143 Atlantic Beach CC +i+ wrightsoftDate: 2019 Up Stairs By: NC Designs of St. Augustine Inc. Plan: Custom 3370 Agricultural Center Dr.St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 License:CAC1 813372 Pro'ect Information For: SH Designs Fl Notes: 143 Atlantic Beach CC Faces North Desi•n Information Weather: StAugsutineAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 37 "F Outside db 90 °F Inside db 70 °F Inside db 75 °F Design TD 33 °F Design TD 15 °F Daily range L Relative humidity 50 % Moisture difference 57 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8475 Btuh Structure 13973 Btuh Ducts 2478 Btuh Ducts 2949 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10953 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration EgUir Dmentsensible load 16922 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4170 Btuh Ducts 566 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 962 962 Equipment latent load 4736 Btuh Volume(ft3) 8850 8850 Air changes/hour 0 48 0.25 Equipmvit Total Load(Sen+Lat) 21658 Btuh Equiv. AVF(cfm) 70 38 Req.total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model AVZC180241A Cond AVZC180241A AHRI ref 9114948 Coil AVPEC25B14A AHRI ref 9114948 Efficiency 9.6 HSPF Efficiency 12.5 EER, 18 SEER Heating input Sensible cooling 16500 Btuh Heating output 22200 Btuh @ 47'F Latent cooling 5500 Btuh Temperature rise 25 `F Total cooling _22QQ0 Btuh_ Actual air flow 800 cfm Actual air flow 700 cfm Air flow factor 0.073 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=18 `F Backup: Input=5 kW, Output=17061 Btuh, 100 AFUE Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. wrightsoft' 2019-Oct-31 10:58:26 ':- - Right-Suite.Universal 2019 19.0.13 RSU01648 Page 3 SCA R Manual JSH Design\143 Atlantic Beach CC.rup Calc=MAFront Door faces:N g lie! wrigh'tsoft Right-J® Worksheet Job: 143 Atlantic Beach CC Entire House Date: 2019 By: A/C Designs of St. Augustine Inc. Man: Custom 3370 Agricultural Center ix St.Augustine.FL 32092 Phone 904-829-8898 Fax:904-829-6587 License:CACI 813372 1 Room name I Entire House Up Stairs 2 Exposed wall 267.0 ft 0 ft 3 Room height 9.9 ft 92 ft 4 Room dimensions 5 Room area 3468.0 ft2 962.0 ft' Ty Construction U-value Or HTM Area (ff) Load Area (f') Load number (Btrh/ft'-'F) (Btuh/r) or perimeter (ft) (Btuh) or perimeter (ft) (Btih) Heat Cool Gross N/P/S Heat Cod Gross NIPS Heat Cod 612E-Osw 0.068 n 2.25 1.39 1072 855 1924 1189 529 422 950 587 2 glazing,clr love 0310 n 1026 893 193 0 1980 1724 107 0 1098 956 D 11 J 0 0600 n 19.86 1773 24 24 477 426 0 0 0 0 W 12E-Osw 0.068 e 225 1.39 930 820 1846 1140 274 238 536 331 11 L—G 2 glazing.clr low-e 0310 e 1026 23.96 110 0 1129 2636 36 0 369 863 VfJ 12E-Osw 0.068 s 2.25 1.39 944 776 1747 1079 496 479 1078 666 �G 2 glazing clr low-e 0.310 s 1026 9.10 168 296 1724 1529 17 30 174 155 1J12E-Osw 0.068 w 225 1.39 735 624 1404 868 322 271 610 377 2 dazing.clr Io -e 0.310 w 10.26 23.96 111 0 1139 2660 51 0 523 1222 12C-Osw 0.091 - 3.01 1.33 547 526 1584 701 0 0 0 0 0 11D0 0.390 s 12.91 11.52 21 21 271 242 0 0 0 0 q 12E-Osw 0.068 - 225 0.82 247 226 509 185 0 0 0 0 L—D 11D0 0.390 n 1291 1152 21 21 271 242 0 0 0 0 P 168-19ad 0.049 - 1.62 2.60 460 460 746 1196 358 358 581 931 C 16X19-0ad 0.408 - 1.87 1.52 2506 2506 4697 3799 0 0 0 0 F 22A-cpm 1.180 - 39.06 0.00 2506 267 10428 0 0 0 0 0 1 I I 6 c)AED excursion 0 0 Envelope loss/gain 31877 19615 5919 6086 12 a) Infiltration 5802 1446 2555 637 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 250 4 1000 1 250 Appliances/other 11900 7000 Subtotal(lines 6 to 13) 37679 33961 8475 13973 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 37679 33961 8475 13973 15 Duct loads 30% 40% 11132 13430 29% 21% 2478 2949 Total room load 48812 47391 10953 16922 Air required(c fm) 2180 2080 800 700 Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. -4.- wrliatstsoft• 2019-Od-31 10:58:26 A Right-Suite°Universal 2019 19.0.13 RSU01648 Page 1 R'Menual,ASH Design\143 Atlantic Beach CC.rup Calc=MJ8 Front Door faces:N +� wrigh'tsoft Right-J®Worksheet Job: 143 Atlantic Beach CC Entire House Date: 2019 By: A/C Designs of St. Augustine Inc. Plan: Custom 3370 Agricultural Center Dr.St Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 License:CACI 813372 1 Room name Darn Stairs 2 Exposed wall 267.0 ft 3 Room height 10.1 ft 4 Room dimensions 5 Room area 25060 ft' Ty Construction U-value Or HTM Area (ft) Load Area Load number (Btuhilf- F) (Btuh)F) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�J 12E-Osw 0.068 n 2.25 1.39 543 433 975 602 768 I} G 2 glaang,clr lave 0.310 n 10.26 8 93 86 0 882 D 11J0 0.600 n 19.86 17.73 24 24 477 426 101 12E-Osw 0.068 e 2.25 1.39 656 582 1310 809 11 l—G 2 glazing.clr low-e 0.310 e 10.26 23.96 74 0 759 1773 W 12E-Osw 0.068 s 225 1.39 448 297 668 413 —G 2 slang,clr low-e 0.310 s 10.26 9.10 151 266 1549 1374 W 12E-Osw 0068 w 225 139 413 353 795 491 2 glazing.clr low-e 0.310 w 10.26 23.96 60 0 616 1438 P 12C-Osw 0.091 - 3.01 1.33 547 526 1584 701 Pi 11D0 0.390 s 12.91 11.52 21 21 271 242 R 12E-Osw 0.068 - 2.25 0.82 247 226 509 185 D 11D0 0390 n 12.91 11.52 21 21 271 242 P 16B-19ad 0049 - 1.62 2.60 102 102 165 265 C 16X19-Oad 0408 - 1.87 1.52 2506 2506 4697 3799 F 22A-cpm 1.180 - 39.06 0.00 2506 267 10428 0 6 c)AED excursion 0 Envelope loss/gain 25958 13528 12 a) Infiltration 3247 809 b) Room vent lab on 0 0 13 Internal gains: Occupants @ 250 3 750 Appliances/other 4900 Subtotal(lines 6 to 13) 29205 19988 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 29205 19988 15 Duct loads 30% 52% 8654 10482 Total room load 37859 30470 Air required(cfm) 1380 1380 Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. -4e- wrly1itsoft 2019-Od-31 10:58:26 A ' - -'"---"' Right-Suite F Universal 2019 19.0.13 RSU01648 Page 2 R.^Manual.ASH Design\143 Atlantic Beach CC.rup Calc=MJ8 Front Door faces:N It wrightsoft Right-J® Worksheet Job: 143 Atlantic Beach CC Down Stairs Date: 2019 By: A/C Designs of St. Augustine Inc. Pan: Custom 3370 Agricultural Center Dr.St.Augustine.FL 32092 Phone 904-829-8898 Fax:904-829-6587 License:CAC1 813372 1 Room name I Down Stairs 1st Floor 2 Exposed wall 267.0 ft 267.0 ft 3 Room height 10.1 ft 10.1 ft heat/cool 4 Room dimensions 2506.0 x 1.0 ft 5 Room area 2506.0 ft' 2506.0 ft' Ty Construction LI-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/}Y-'F) (Btuh)WP) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross NiP/S Heat Cod Gross N/P/S Heat Cool 6 t 12E-Osw 0.068 n 2.25 1.39 543 433 975 602 543 433 975 602 7 G 2 glazing.clr low-e 0 310 n 10.26 893 86 0 882 768 86 0 882 768 D 11J0 0.600 n 19.86 1773 24 24 477 426 24 24 477 426 W 12E-Osw 0.068 e 225 1.39 656 582 1310 809 656 582 1310 809 1 1 L—G 2 glazing.clr low-e 0.310 e 1026 23.96 74 0 759 1773 74 0 759 1773 i 12E-Osw 0068 s 225 1.39 448 297 668 413 448 297 668 413 G 2 glazing.clr low-e 0310 s 1026 9.10 151 266 1549 1374 151 133 1549 1374 V 12E-Osw 0.068 w 225 1.39 413 353 795 491 413 353 795 491 G 2 c;iaanq.clr low-e 0310 w 1026 23.96 60 0 616 1438 60 0 616 1438 P 12C-Osw 0.091 - 3.01 1.33 547 526 1584 701 547 526 1584 701 1-0 11D0 0390 s 1291 11.52 21 21 271 242 21 21 271 242 R 12E-Osw 0.068 - 225 0.82 247 226 509 185 247 226 509 185 I D 1100 0.390 n 12.91 11.52 21 21 271 242 21 21 271 242 P 168-19ad 0.049 - 162 2.60 102 102 165 265 102 102 165 265 C 16X19-0ad 0.408 - 1.87 1.52 2506 2506 4697 3799 2506 2506 4697 3799 F 22A-cpm 1.180 - 39.06 000 2506 267 10428 0 2506 267 10428 0 6 c)AED excursion 0 0 Envelopeloss/gain 25958 13528 25958 13528 12 a) Infiltration 3247 809 3247 809 b) Room ventilation 0 0 0 0 • 13 Internal gains: Occupants @ 250 3 750 3 750 Appliances/other 4900 4900 Subtotal(lines 6 to 13) 29205 19988 29205 19988 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 29205 19988 29205 19988 15 Duct loads 30% 52% 8654 10482 30% 52% 8654 10482 Total room load 37859 30470 37859 30470 Air required(cfm) 1380 1380 1380 1380 Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. -Se- wrtyt,toft' 2019-Od-31 10:58:26 idiatck Right-Suite:,Universal 2019 19.0.13 RSL701648 Page 3 R'Manual DISH Destgn1143 Atlantic Beach CC.rup Calc=MJ8 Front Door faces:N +e-'wrightsoft Right-J®Worksheet Job: 143 Atlantic Beach CC Up Stairs Date: 2019 By. A/C Designs of St. Augustine Inc. Plan: Custom 3370 Agricultural Center Dr.St Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 License:CAC1813372 1 Room name Up Stairs 2nd Floor 2 Exposed wall O ft O ft 3 Room height 9.2 ft 92 ft heatkod 4 Room dimensions 962.0 x 1.0 ft 5 Room area 962.0 W 962.0 ft' Ty Construction U-value Or WWI Area (W) Load Area (ft) Load number (BtuhAf-'F) (Btuhlff) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NJP/S Heat Cool Gross NIPS Heat Cool 6 W 12E-Osw 0.068 n 225 1.39 529 422 950 587 529 422 950 587 —G 2 glazing.clr low-e 0310 n 1026 893 107 0 1098 956 107 0 1098 956 D 11 J 0 0.600 n 0.00 000 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 a 2.25 1.391 274 238 536 331 274 238 536 331 11 IG 2 glazing,clr low-e 0.310 e 10.26 23.96 36 0 369 863 36 0 369 863 W 12E-Osw 0.068 s 225 1.39 496 479 1078 666 496 479 1078 666 2 glazing,clr lone 0.310 s 1026 9.10 17 30 174 155 17 15 174 155 1/ 12E-Osw 0.068 w 225 1.39 322 271 610 377 322 271 610 377 G 2 dazing,clr lone 0.310 w 10.26 23.96 51 0 523 1222 51 0 523 1222 P 12C-Osw 0.091 - 0.00 000 0 0 0 0 0 0 0 0 t—D 11D0 0.390 s 0.00 0.00 0 0 0 0 0 0 0 0 Ft12E-Osw 0068 - 0.00 000 0 0 0 0 0 0 0 0 �—D 11D0 0390 n 0,00 000 0 0 0 0 0 0 0 0 P 168-19ad 0.049 - 1.62 260 358 358 581 931 358 358 581 931 C 16X19-0ad 0.408 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 - 0.00 000 0 0 0 0 0 0 0 0 1 I 6 c)AED excursion 0 0 Envelope loss/gain 5919 6086 5919 6086 12 a) Infiltration 2555 637 2555 637 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 250 1 250 1 250 Appliances/other 7000 7000 Subtotal(lines 6to 13) 8475 13973 8475 13973 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8475 13973 8475 13973 15 Duct loads 29% 21% 2478 2949 29% 21% 2478 2949 Total room load 10953 16922 10953 16922 Air required(cfm) 800 700 800 700 Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. - wrlyhtscwirt- 2019-Oct-31 10:58:26 �cA "- -""'-"`_. Right-Suite' Universal 2019 19.0.13 RSU01648 Page 4 R:Wtanual ASH Design 143 Atlantic Beach CC rup Calc=MJ8 Front Door faces:N A level 1 Garage' Sara JJ132 cin g" Bed2 Po vder 92 an Mid 2 NO 12" 6" I 8.. fa SO ct11 1 BS c i• 6.' i 1 140ctn 8 ►i ►1 8„ / EQ II Landry /12" NYBAh �' Kin 16" Great Room AC �a 95 cin Ilr"`�., I;ncin 6"rl'i i" 140cin 135 Or - M 18" d 34 cfm 8 'g /I2' 45cin nNW>:: to k3A _7 s" s _ - ig" ..7.4 WWic.N IW = ►:i 12" D • " a t 71 cin 6 71ctr� 16" :. 76ctn Ret-.ser 8" 0 Sup Rtser ISA \ 4x18 12" 8., 11;_j 12" 8„itr Gzilery I 126 cfm 126 cfm Gaage Mesta Saks I __ - rar-cm— J Job#: A/C Designs Scale: 1 : 117 Performed for: Page 1 SH Designs 3370 Agrcu It ural Center Dr Right-Stites Urxversal 2019 Saint Augustine, FL32092 19.0.13RSU01648 FL Phone 904-829-8898 Fax: 904-829-6587 2019-Oct-31 10:27:28 ..esigns\143 Manic Beach CC.rup Level 2 ctn 33 ctn 71(1 Bah Sup Poser 4 12" Office 8„ 8- 8„ 8,. 37 cfm 162cfm 14x6 14x 6 162ctr g Wi 4tr 4 Sidi open below F." p, -._ - . • �� 767 cfn 168 cfm Slits 2 G4he'.. Bed / 8" M4 /;/ 168 cfm .. 160 cfm Job#: NC Designs Scale. 1 : 117 Performed for: Page 2 SH Designs 3370 Agrtu Rural Center Dr Right-Si.a Fi Universal 2019 Saint Augustine, FL 32092 19.0.13 RSU01648 FL Phone: 904-829-8898 Fax: 904-829-6587 2019-Oct-3110:27:28 .esigns\143Atlarltic Beach CC.rup Duct System Summary �°� + wrightsoft yDate: 2019 1st Floor AH By: Plan: Custom A/C Designs 3370 Agricultural Center Dr.Saint Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project Information For SH Designs FL Heating Cooling External static pressure 0.22 in H2O 0.22 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/return available pressure 0.110/0.110 in H20 0.110/0.110 in H20 Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 1517 cfm 1517 cfm Total effective length (TEL) 178 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (aril) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bed 2 c 2416 130 132 0.100 8.0 Ox 0 VIFx 49.8 125.0 st2 Dining c 1392 9 76 0.100 6.0 Ox 0 VIFx 18.4 115.0 st1 Gallery h 1907 85 81 0.100 8.0 Ox 0 VIFx 22.7 115.0 st1 Great Room c 2468 85 135 0.100 8.0 Ox 0 VIFx 42.9 135.0 st5 Great Room-A c 2468 85 135 0.100 8.0 Ox 0 VIFx 33.7 135.0 st5 Kitchen c 2574 80 140 0.100 8.0 Ox 0 VIFx 28.9 115.0 st1 Kitchen-A c 2574 80 140 0.100 8.0 Ox 0 VIFx 19.3 115.0 st1 Laundry h 1109 50 31 0.100 6.0 Ox 0 VIFx 25.8 115.0 st3 M/Bath h 2129 95 53 0.100 6.0 Ox 0 VIFx 13.6 115.0 st3 M/Wc c 628 26 34 0.100 4.0 Ox 0 VIFx 13.7 115.0 st3 M/wc c 1295 6 71 0.100 6.0 Ox 0 VIFx 17.3 115.0 st3 M we 2 h 1596 71 30 0.100 6.0 Ox 0 VIFx 17.1 115.0 st3 Master h 2813 126 96 0.100 8.0 Ox 0 VIFx 22.8 115.0 st3 Master-A h 2813 126 96 0.100 8.0 Ox 0 VIFx 25.8 115.0 st3 Mud h 999 45 25 0.100 6.0 Ox 0 VIFx 38.8 135.0 st5 Pantry c 123 4 7 0.100 4.0 Ox 0 VIFx 19.4 115.0 st3 Powder h 2051 92 46 0.100 6.0 Ox 0 VIFx 42.6 125.0 st2 open below h 3624 162 94 0.100 8.0 Ox 0 VIFx 33.0 142.0 st4 openbelow-A h 3624 162 94 0.100 8.0 Oxo VIFx 31.3 142.0 st4 , 44I- wrightsoft' 2019-Oct-31 10:27:23 Am -.••- -•,--. Right-Suite F Universal 2019 19.0.13 RSU01648 Page 1 ...Manual Ds\SH Deslgns\143 Atlantic Beach CC.rup Calc=MJ8 Front Door races: Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H xW Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 503 418 0.100 360 16.0 0 x 0 VinIFIx st4 Peak AVF 324 189 0.100 412 12.0 0 x 0 VinIFIx st1 st5 Peak AVF 215 294 0.100 374 12.0 0 x 0 VinIFIx st1 st1 Peak AVF 792 920 0.100 521 18.0 0 x 0 VinlFlx st2 Peak AVF 222 178 0.100 282 12.0 0 x 0 VinIFIx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H xW Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1517 1517 0 0 0 0 Ox 0 VIFx C wrightsoft. 2019-Oct-31 10:27.23 •• •. ••• -• Righl-SuiteF Universal 2019 19.0.13 RSU01648 Page 2 ...Manual Ds\SH Deslgns\143 Atlantic Beach CC.rup Calc=M.18 Front Door faces. g -44- wrightsoft Duct System Summary Job:Date: 2019 2nd Floor AH By: A/C Designs Plan: Custom 3370 Agricultural Center Dr.Saint Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project Information For. SH Designs FL Heating Cooling External static pressure 0.22 in H2O 0.22 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/return available pressure 0.110/0.110 in H20 0.110/0.110 in H20 Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 767 cfm 767 cfm Total effective length (TEL) 109 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 918 44 17 0.100 4.0 Ox 0 VIFx 12.4 95.0 Bed c 1643 117 160 0.100 7.0 Ox 0 VIFx 12.5 95.0 Gathering h 3478 168 137 0.100 8.0 Ox 0 VIFx 12.2 95.0 Gathering-A h 3478 168 137 0.100 8.0 Ox 0 VIFx 14 1 95.0 Office-A h 4357 210 206 0.100 8.0 Ox 0 VIFx 14.1 95.0 Sink 1 h 690 33 30 0.100 4.0 Ox 0 VIFx 11.2 95.0 Sink c 441 23 43 0.100 4.0 Ox 0 VIFx 11.1 95.0 we c 384 3 37 0 100 4.0 Ox 0 VIFx 7.6 95.0 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H xW Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 767 767 0 0 0 0 Ox 0 VIFx wrightsoft' 2019-0d-31 10:27:23 ^'�- �� -- - Right-Suite©Universal 2019 19.0.13 RSU01648 �� ...Manual Ds\SH Designs\143 Atlantic Beach CC.rup Calc=MJ8 Front Door faces: Page 3 .vr Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN J b , City of Atlantic Beach Building Department GRAY IS REQUIRED. ' 800 Seminole Rd, Atlantic Beach, FL 32233 ``II 9.- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES19-0206 0 Revision to Issued Permit OR ❑Corrections to Comments Date: 2/11/2020 Project Address: 606 Coastal Oaks Ln Contractor/Contact Name: SH DESIGN, LLC, Brian Messina Contact Phone: 904-424-9652 Email: bmessina@shdesignjax.com Description of Proposed Revision/Corrections: Letter from Design Professional of Record for as built conditions. SH DESIGN, LLC, Brian Messina affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ONo ❑Yes (additional s.f.to be added: • ill proposed revision/corrections add additional increase in building value to o ' ' a sub ittal? "No ❑*Yes(additional increase in building value: $ )(Contra r must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) IJP Approved ❑ Denied Not Applicable to Department Permit Fee Du $ V r _-- Revision/Plan Review Comments (-o/17 c1 'u pi-C-04" iL0`— ci Scs 4Q4V, SiC 1^ Ql 0 c v m-✓t- - / 71 1pq y re e . Department Review Required: 1),-- Building `, Planning&Zoning eviewed By Tree Administrator Public Works FEB 1 1 2020 Public Utilities I/ y1 a-6 Public Safety F / Date Fire Services BuildingG`' Updated 10/17/18 REVISION BP# SES/4^ v?a6 i�t �a HARLESTON PARKES, R.A. DATE / /SIGNED ARCHITECT 1838 Seminole Road ATLANTIC BEACH, FLORIDA 904-962-6368 OFFICE COP V February 4, 2020 Brian Messina SH design Re; 606 Coastal Oaks Lane Atlantic Beach, FL 32233 This letter is to inform the you and the City of Atlantic Beach Building Department, that the following additional comments are added to the drawings; 1. At vertical king/jacks studs between north stair tower windows, 1- Simpson HTT5 on 3/8" dia X5" Titen screw at sill and straps, either CS18 or LSTA type long enough for min. 6 -10d nails into studs above and below the horizontal members, 1-4" SDWC screw @ each king stud to double top plate and 1- 6" SDWC from top plate to rafter. 2. At Section 1/A-10 at Porch roof, intention was for roof rafters to be cont. from Porch beam to Bridge wall with the lx shown at the door wall to be a closure only. If the rafters are not continuous, ledger shown should be nailed to top plate with 3-16d at ea. Stud and rafters to ledger with 6" SDWC screws Thank you, Harleston Parkes AR0006496 V. FEB 1 1 2020 Building Department City of Atlantic Beach, FL HARLESTON PARKES, R.A. ARCHITECT 1838 Seminole Road REVISION ATLANTIC BEACH, FLORIDA BF# 904-962-6368 DATE '-/ / c7 / .o2a SIGNED January 14, 2020 <1 Brian Messina SH design OFFICE COPY Re; 606 Coastal Oaks Lane Atlantic Beach, FL 32233 This letter is to inform the you and the City of Atlantic Beach Building Department, that the following additional comments are added to the drawings; 1. All Simpson HDU4 holddowns may be replaced with Simpson HTT5 devises. 2. At all interior bearing walls; Sill plate to slab, 1-3/8" dia. X 5" Simpson Titen screw at max. 32" o.c., max. 8" from ends of plate or each side of splice. Studs to sill plate and top plate, 1-4" Simpson SDWC screw at each stud. Double top plate to roof member, 1-6" Simpson SDWC screw at each roof member 3. At each jamb of; South Garage door opening Door from Great Room to Lanai Opening from Kitchen to Dining Opening from Dining to Hall Entry Door 1-Simpson LTT20 on '/2"x5' Titen Screw w/ 10-10d nails Header to jack studs, 1-Sompson MSTA21 W/ 16-10D NAILS Cripple studs to header and double top plate, 1-4" Simpson SDWC screw. 4. At balloon Framing at Master Bedroom north wall, Typ. Sill plate, '/2"x5" Tien Screw at 32" o.c., Full height studs, including king studs to sill plate, including kings between window openings, 1-4" Simpson SDWC screw. Full height studs to double top plate, 1-4" Simpson SDWC screw typ. Double top plate to rim truss, 1-6" SDWC screw at 32" o.c. 5. Front Porch, 6X6 post to 2-2x10 beam, 2-6" Simpson SDWC screws ea. Post. 6. Front Porch roof rafters to supports, 1-6" SDWC at ea. Crossing, beam, entry wall and bridge wall. HARLESTON PARKES, R.A. I sa BEVY- ARCHITECT yE 4_140 1838 Seminole Road ATLANTIC BEACH, FLORIDA 904-962-6368 OFFICE COPY 7. All roof trusses to bearing wall, 1-6" SDWC screw to bearing below. 8. Bridge joist hangers, Simpson LUS26 with 4-10d to header and 4-10d x 1-1/2" to joist. 9. 2x6 truss tails to truss, 6-10d nails, 2 max. 3" from interior end and 2- 3" from exterior truss plate and 2centered between. 10. Bridge rafters to double to plate and to ridge board, 1-6" SDWC screw. 11. Anchor bolts at ledger, (3/S-2), at 48" o.c., max. 8" from ends. 12. interior LVL beams, 3-jacks ea. End 13. Pad footing is sufficient. 14. LVL at Lanai door, 3 jacks, 2 kings. 15. This letter is to inform the you and the City of Atlantic Beach Building Department, that you may screw the roof deck to the T&G 1X6 at the perimeter of the eave with 1"-#8 galv. "gyp. Board" type screws at 4" o.c. in lieu of 8d nails into the cement fiber fascia. Thank you, Harleston Parkes AR0006496