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Y GRP2 SHEET LIST Sheet Number Sheet Name GRP2 0.1 COVER GRP2 0.2 SLAB PENETRATIONS ELEV 'A' GRP2 0.3 SLAB PENETRATIONS ELEV 'B' GRP2 0.4 PLUMBING & ISOMETRICS PLAN ELEV 'A' GRP2 0.5 PLUMBING & ISOMETRICS PLAN ELEV 'B' GRP2 1.0 PRODUCT APPROVAL GRP2 1.OA PRODUCT APPROVAL - SOUTHWEST GRP2 1.1 FLOOR PLANS 'A' GRP2 1.2 FLOOR PLANS 'B' GRP2 2.1 ELEVATIONS 'A' GRP2 2.2 ELEVATIONS 'A' 5-12 GRP2 2.3 ELEVATIONS 'B' GRP2 2.4 ELEVATIONS 'B' 5-12 GRP2 3.1 ROOF PLAN 'A' GRP2 3.2 ROOF PLAN 'A' 5-12 GRP2 3.3 ROOF PLAN 'B' GRP2 3.4 ROOF PLAN 'B' 5-12 GRP2 4.0 WATER INTRUSION DETAILS GRP2 4.OA EXTERIOR TRIM DETAILS GRP2 4.1 SECTIONS ELEV 'A' GRP2 4.2 SECTIONS ELEV'A' 5-12 GRP2 4.3 SECTIONS ELEV 'B' GRP2 4.4 SECTIONS ELEV 'B' 5-12 GRP2 5.1 INTERIOR ELEVATIONS GRP2 5.2 OPTIONAL COVERED PATIO GRP2 6.1 ELECTRICAL & FLOORING ELEV 'A' GRP2 6.2 ELECTRICAL & FLOORING ELEV 'B' BUILDING CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCE CURRENTLY IN USE WITH THE LOCAL JURISDICTION. PRODUCT: NEW SINGLE FAMILY DETACHED OCCUPANCY CLASSIFICATION: RESIDENTIAL R-3 CONSTRUCTION CLASS: UNPROTECTED CONSTRUCTION TYPE: TYPE VB EMERGENCY ESCAPE: EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE MINIMUM OF 5.7 SQUARE FEET APPLICABLE CODES: FOLLOW ALL APPLICABLE STATE AND LOCAL CODES, FLORIDA STATE SUPPLEMENTS AND AMENDMENTS. 2020 INTERNATIONAL RESIDENTIAL CODE 2020 INTERNATIONAL FIRE PREVENTION CODE 2020 INTERNATIONAL PLUMBING CODE 2020 INTERNATIONAL MECHANICAL CODE 2020 INTERNATIONAL FUEL GAS CODE 2020 INTERNATIONAL ENERGY CONSERVATION CODE 2017 NATIONAL ELECTRICAL CODE NFPA 70 3511246 GROUP 2 INSULATION VALUES COMPONENT VALUE SLAB R-0 WINDOWS u-0.34 SHGC-0.32 WALL -WOOD FRAME R-11 WALL - CMU/RADIANT BARRIER R-4.1 ATTIC R402.2.1 R-30 R-VALUES ARE MINIMUMS u-VALUES ARE MAXIMUMS VOLUME SCHEDULE Name Volume CF 1ST FLOOR 9208 CF Grand total 9208 CF GRP2 - ELEV 'B' - AREA Name Area HEATED 1STFLOORI 1246 SF 1246 SF UNHEATED GARAGE 404 SF OPT. COV. PATIO 100 SF PORCH 54 SF 557 SF UNDER ROOF 1803 SF GRP2 - ELEV 'B' (STUD) - AREA Name Area 1ST FLOORI 151 SF 1151 SF Uri W z_ J d U V) 0 Cff H O O f- w Q J F- LU NO z O Q O LL z cr- w 2 F- O z Q 0 w w_ w I- O z N Q J) z Q } 0 V�O�LU LU r � r�COW U -6 1. CAACI�µ ■ _ bW\.' REV, DESCRIPTION DRAWN DATE BY 2.00 ADDED 5:12 ROOF OPTION. REMOVED CLG. FANS EXCEPT FOR LIVING ROOM & MASTER BEDROOM. REMOVED ALL SWITCHED OUTLETS. JHM 10/24/19 2.01 REVISED FLOOR BREAKS ON FIRST FLOOR TO SHOW CARPET IN BEDROOMS ONLY. ADDED JHM 01/02/20 WINDOW TRIM TO SIDE ELEVATIONS WITH 5:12 ROOF OPTION FOR CITY OF PALM COAST 2.02 REPLACED RANGE HOOD WITH MICROWAVE JHM 03/05/20 2.03 ADDED PRODUCT APPROVAL SHEET GRP2 1.OA FOR SOUTHWEST & WEST FLORIDA. ADDED JHM 06/26/20 CORNICE ELEMENT AS REQUIRED TO ELEVATIONS. ADDED EXTERIOR TRIM DETAILS ON SHEET GRP2 4.OA 2.04 REVISED VOLUME CALCULATIONS TO MATCH ENERGY CALCULATIONS. ADDED DETAILS FOR JHM 09/04/20 WINDOW FLASHING & WATERPROOFING WITH BLOCK WALLS. ADDED NOTE FOR PAN UNDER WATER HEATER. ADDED PORCH CEILING DETAIL TO BUILDING SECTION PAGES. 2.05 CODE UPDATE. ATTIC VENT CALC. REVISION FOR 50% UPPER VENTING. JHM 1/08/21 FEB 0.4 2021 No 77 24 ' STATE OF 4/ G e �a�F*ss'0 N A, EN. w Q a J Y 0? W J Z) 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 J N CN � Z o aL C) N M O w m� o o C) 0 Q ° tiu PLAN # / ORIENTATION 3511246 /RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP2 Oil '0SO PQ �` yel \t `�9 6e ccUI vi w z_ J d _ U cry 0 34'-8" OC w 18'-41/2" 3'-0" 13-31/2" _ O o O co I— w g w Z O a O LL Z w H O a w O 00 N o a Ln Lo a J O w U co c~ UP O J a H 0 w w a 11'-0" 3'-8" 20'-0" 34'-8" SLAB PENETRATIONS ELEV IB' a Y 1 114" =1'-0" AT 22" X 34" LAYOUT = 118" = V-0" AT 11" X 17" LAYOUT D 2 Lco Lu Lu cr- Li LL i aLu I 11 Ij I I it I; I 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, UlC ©2020 m d ��LAJ LAJ z m Q ME O � J N o � � � � L o o z g u, 0 i i m� o o p C PLAN # /ORIENTATION 3511246 HRH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 03 C TO 4" SEPTIC LINE 1 1/2" VTR A PLUMBING ISOMETRIC PLUMBING PLAN ELEV'B' U 114" = V-0" AT 22" X 34" LAYOUT 118" =1'•0" AT 11" X 17" LAYOUT f EB_ 0,42021 J,o0i"S G oq i No 77824 -�: i STATE OF x$ LUC I►�� i l l l i III CENTURY �.p. MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 �m J W 0 > J CN O ? (B i co LJ T- O � N M O D � w Q i m� 000 o ou Q O C ti L PLAN # / ORIENTATION 3511246 /RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 0,5 vi w Component Model/Series Impact Approvalri Date Pressures Resist, Attachment method ll�� I I I I Irl� Anr ; of MORE HC►iViE LESS NI®iVEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC ©2010 N L7 df O 1� J N _IleI � ( N 00 � LJ � O F CU � O co O Z = w � ( � 000 O o ® C U Q ti u PLAN # /ORIENTATION 3511246 HRH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP21,0 WALL LEGEND FULL HEIGHT 8" C.M.U. WALL FULL HEIGHT 2X4 WOOD STUD PARTITION STONEVENEER BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FULL HEIGHT 2X6 WOOD STUD PARTITION DRYWALL OPENING HEIGHT AS NOTED ON PLAN, 61-8" HDR HT, 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16" O.0 INTERIOR NON - BEARING WALLS FRAMED AT 24"0C.REFTOSTRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION TABLE R302.6 Dwell'mglGarage Separation Se arp anon Material From the residence and allics Not less than''/2-indl gypsum board or equivalent applied to the garage side Rom all habilable rooms above lha garage Nol less than 5 A -Inch Type X gypsum boxcl or equivalent Structure)s�supporfinglloor-ceiling assemblies used for separation required by ins section Nolless nan'/z•inchgypsum board or equivalent PLAN NOTES 1. VERIFY ROUGH OFENINGDIMENSIONS FOR ALL WINDOWS &DOORS, 2. PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R308.42 3. PROVIDE SAFETY GLAZING ATBATHISHOWER PER FLORIDA BUILDING CODE R308.4.5 4. NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5. PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE, 6. WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" O.C., USE 518" DRYWALL OR 112" SAG RESISTANT PER SEC.702.3.5. 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE& ATTIC BY NOT LESS THAN112" GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 518" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN V2" GYPSUM BOARD OR EQUIVALENT 8 INSTALL 1318" THICK SOLID WOOD DOOR BETWEEN LIVING & GARAGE PER FLORIDA BUILDING CODE R302.1.5. 9. ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST COMPLY WITH R6122MIN, 24"SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE, 10. PROVIDE FIRE BLOCKING PER SECTION R302.11 11, PROVIDE DRAFT STOPPING PER SECTION R302.12 14'-101/2" 12'-5" 1/2" I. I. 4'-0" 3.0 5.0 SH TEMP 6' • 8" H.H. 1 6068 SGD M. 3.0 5.0 SH 6'•R'HH L EGRESS N rx OWNER'S BEDROOM LIVING ROOM r x 121•0" X 13'-0" N 16' 8" X 13' 0° 0 N 10' 7" 3' 71/ PROVIDE PAN PER P2801.6 M WATER r HEATER V80 ?1868 N w 0, BA GR 2P 5,1 DINING r M x3 r co LO N 3'-1 1/2" 11'-1 1/2' N MECH HOOKu S KITCHEN DW �. N 0 x co GRP2 5 2 e 50 O N BEDROOM 2 10'0"X10'0" l T m o _ �_ z 1 0 q T -1 °° 10'-31/2" � _ - � Y - O fl O a o _ to r 491- 4 '-31/2" r N ELECTniC RHi;ac q _ _. w M , Ln o= _ - m o 8-4 1' 11 1/2' 4' 01/2" 4'-9" 3' 0" 2' 6" ' 8' 9" 218 0 20 MIN. RATE DRYER VENT <0 \, 4 N PER R302.5.1 OF THE CODE r ch x z �, in x ~ BA GRP25.1 N O'M P16618 GARAGE m>< 191" X 204" o N N 8' 4" 4'-81/2" 1914" 1'-71 /2" `° 0 BEDROOM 3 ESCAPE 9',8" X10'•0" 3068 EGRESS 2-03-0SH 3.05-0SH o 16070SECTIONAL • 8" H.H. " 1'-10" 1'-10" 3'-2" 5'-2" 2'-8" 2'-0" 16'-0" 2'-0" q " 3'-10" 311111 I' 81'x8" CMU COLUMN o PORCH 6-8 1/2" FIRST FLOOR PLAN ELEV'B' 114" = V-0" AT 22" X 34" LAYOUT 118" = V-0" AT 11" X 17" LAYOUT w z_ J a U V) 0 Of w 2 I-- O O H 0 w 45 w rY w O z 0 w w z c/) Q z Q J O w f U H— V) cc O LL Q a a FEB 04 2D`t1 co z ,0ppueuiiit°< % W Z) No 77824 C7 0 9 . STATE Or' �j 0 o • • w 0 1 A •. 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 I WJH, LLC © 2020 Z J I a CD O � J a' N o Li ca i N m � o Lu N M o z C) w c ca ° o o O 0 u a ti u PLAN # / ORIENTATION 3511246 /RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 1,2 CEMENTITIOUS FINISH m ;HINGLES AS SPECIFIED fffi PL. HT ■ u I '! 1ST FL��� ■ ❑� ❑■ n -1 �•n FEWE ■ ® 1111 IGi Em u u ICi ICi I� FRONT ELEVATION'B' U 114" =1'•0" AT 22" X 34" LAYOUT 118" =1''0" AT 11" X 17" LAYOUT SHINGLES AS SPECIFIED t r „ , r r" r + r, REAR ELEVATION'B' II 114 =1.0 AT 22 X 34 LAYOUT 11811=11•0" AT I I" X 17" LAYOUT REFER TO SHEET GRP2 4.0 FOR WATER INTRUSION DETAILS, REFER TO SHEET GRP2 4.0 FOR DOOR & WINDOW TRIM DETAILS & STUCCO CORNICE DETAIL. SHINGLES AS SPECIFIED CEMENTITIOUS FINISH Y i - t t 4 71 ELEMENT RED r , ` y r co i „r r r , , N. FLR. 3 LEFT ELEVATION B II 114 =1.0 AT 22 X 34 LAYOUT 118" =1'•0" AT 11" X 17" LAYOUT CORNICE ELEMENT (AS REQUIRED) CORNICE ELEMENT SAS REQUIRED) N w z_ J d U cn a w T H- 0 0 F- Lu H g w z 0 r-= a 0 Li- 2 0 a 1ST FLOOR FIN. FLR. Lu w H 0 Ln z J z' 0' W H- U Z) FEB 0 4 2021 H 'SS 0 .,0 LL E N c . No 77824 S � z ATE OF C/) /0Na+I�R� ui SHINGLES AS SPECIFIED FIL w w 1ST FLOOR PL. HT. oC , A r CEMENTITIOUS El CEMEN TI TIOUS FINISH r r, FINISH _ _ _ + , rr v r + co 1ST FLOOR FIN. FLR. r, r ' 1ST FLOOR FIN. FLR, z w J RIGHT ELEVATION'S' :D 4 114" =1'•0" AT 22" X 34" LAYOUT 118" =1'•0" AT 11" X 11" LAYOUT 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 2 1i V a W W o J i L`f c N O i Z (Ci 00 a LJ O N CD OM O j i7 2 w 0 i cli moo ° 0 o o Q p C ti u PLAN # / ORIENTATION 3511246 /RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP223 GRP2 ELEV'B' - ATTIC VENTILATION CALCS 1/300 (SQ. IN.) Ventilation Max Min Upper Lower Total Ridge Roof Soffit Required Upper Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (In. ft.) (ea) (In. ft.) 1703 SF 817 409 327 430 420 850 10 4 70 CALCS BASED ON THE FOLLOWING VALUES; -Ridge Venis =15 in 2 of net free area per I'maarlool -Pool VenIsz701n 2of nel he area per unii •Soflil Vents = 6 in 2 of nel free area persquare fool SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELF-SEALING STRIPS OR BE INTERLOCKING & COMPLYWITH ASTM D255 OR D3462, & SHALL BE SECURED TO THE ROOF WITH NO LESSTHAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SINGLE TAB, & SHALL IN NO CASE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D3161, FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F1667, & SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0105") WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENETRATE THE SHEATHING, THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A641, CLASS 1,OR EQUAL, &SHALL BE CORROSION RESISTANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, OR SHALL BE MADE OF STAINLESS STEEL, OR NON FERROUS METAL, j 85 ROOF PLAN ELEV'B' U 1A =1'-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT FEB 0 4 2021 G. �s N 0ENgF�y No 77824 .0- STATE OF %O T vi w a N W 2 H O O f— w g w z O Q O LL z C] z Q J Z O W I-- U Z) I— N 0 w a a J M, w J 1111111111111 CENT'LTR MORE HOME . LESS MONEI' 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Vf m Q ■ !'V C3. d LA. DC C� O CC o � Q N Li 0 L o } o M � Q ' O w f ca o O C U Q ti LJ PLAN # / ORIENTATION 3511246 /RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP23■3 VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL. "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE - APPLY WITH ADHESIVE (DO NOT NAIL) ROOF FLASHING DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT ROOF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION WEATHER RESISTANT BARRIER GJ. FLASHING (EXTEND 6" ABV. TRIM BD.) CLAD 2x TRIM BOARD (REFER TO ELEVATION FOR SIZE) TRIM BD. TO LAP TOP OF BLOCK 2" Gl FLASHING WI314" PROJECTION PAINTED CEMENTITIOUS FINISH 8" BLOCK WALL OR WOOD STUD FRAMING, REFER TO TRIM BD, LOCATION ON ELEVATIONS TRIM BOARD DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'.0" AT 11" X 17" LAYOUT �olmilII■11� ffd N V) W LJ a o ° : d i 8 a Q 9 d' e SGD THRESHOLD DETAIL THRESHOLD AT DOORWAYS SHALL NOT EXCEED 314" IN HEIGHT, RECESS THRESHOLD IF NECESSARY. 3" =1'41 AT 22" X 34" LAYOUT 1112" =1'-0" AT 11" X 17" LAYOUT 8" C.M.U. BEYOND S.G.D. THRESHOLD SET IN SEALANT - ATTACH PER MANUF. SPECS, PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL 1/2":12 SLOPE BUILT UP FOAM TRIM (REF. TO ELEVATION FOR SIZE) PRE -CAST LINTEL (REF. TO STRUCTURAL) WINDOW ANCHOR CAULK BETWEEN WOOD AND CMU SEALANT AT FRAME WINDOW FRAME P.T. NAILING STRIP SEALANT AT FRAME WINDOW HEAD 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'41 AT 11" X 17" LAYOUT 1x P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP, WALLBD. FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME SGD JAMB DETAIL U 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT ix P.T. NAILING STRIP GYP. BOARD FINISH FURRING STRIP CMU WALL - REFER TO STRUCTURAL WINDOW ANCHOR BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) CEMENTITIOUS FINISH SEALANT AT FRAME WINDOW FRAME PRE -CAST SILL WITH DRIP EDGE WINDOW JAMB U 1112" =1'•0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT 1x SILL WINDOW FRAME SEALANT AT FRAME PRE -CAST SILL WITH DRIP EDGE BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) FLASHING CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL WINDOW SILL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT No 77824 �O. STATE OF - si�,n�.R� i�oossr� Al O a O LL z W 0 a W w w O cn 2 Z z O Lu N O LL z a J a Lu w w w a a .J 06 W �III��I��III� CENTURY , off " M MORE HOME • LESS MONEN 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 J 0 0 C.7 CC H Z W IF- 0 � < 04 L o ml 00 aL oz i MD V) o W coN o p C c000 ° o a ti L PLAN # / ORIENTATION 3511246 /RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 4,0 SLOPE TOP 11211;12" SLOPE TOP 1/211;12" w 2" BUILT-UP STUCCO TRIM 2" BUILT-UP STUCCO TRIM z J LL PER ELEV, 12 SMOOTH CEMENTITIOUS r) X FINISH of SHAPED FOAM w TRIM 0 FACE OF WALL FACE OF WALL 6e00000li „ o w g w z 0 1" a 1" 5" 6° 5° �� 0 211 31_011 411 211 31-011 Q11 I�1_O11 4 1.On z U J WALL LINE TYP, W _ _ H STUCCO CORNICE DETAIL z U 1112" =1'-0" AT 22" X 34" LAYOUT o 3A =1'41 AT'I 1" X 17" LAYOUT Lu w 1 SINGLE WINDOW TRIM DETAIL 2 TWIN WINDOW TRIM DETAIL re 1" =1'-0" AT 22" X 34" LAYOUT 1" =1'41 AT 22" X 34" LAYOUT 0 11211-1.0 AT 11 X 17 LAYOUT 112 -1.0 AT 11 X 11 LAYOUT z a SLOPE TOP 112":12" z Q 2" BUILT-UP STUCCO TRIM J z 0 d- w V I�- FACE OF WALL c 0 z Q a 4�� w w W w a a J M 4 4 2021 Y "`„1111G 11jr:1, ,max ♦, ,,. �CJ Ft ! W G E N `' z N 7 824 L.JLu J STATE (r &DOOR TRIM DETAIL 11 = 1'-0" AT 22" X 34" LAYOUT 1/2" =1'-0" AT 11" X 17" LAYOUT �t- 4" °° 4"TYP, REF. ELEV, 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, lLC ©2020 F— W 0 L411t o J N o � � co 0-u M j N Q i mN 000 � a ti u PLAN # /ORIENTATION: 3511246 HRH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP2 410A vi w RAKE DETAIL VARIES z .4 CEMENTITIOUS FINISH U 10 ° MAX .1/2":12 vx SLOPE BUILT UP FOAM TRIM NAILING STRIP (REF. TO ELEVATION FOR SIZE) =YL SOFFIT H (INSTALL PER PRE -CAST LINTEL O MANUF. e (REF. TO STRUCTURAL) O SPECIFICATIONS) SHALL MEET 0 R703.11.1 w H g PORCH SOFFIT DETAIL w 2 1112" =1'-0" AT 22" X 34" LAYOUT z 0 314" =1'-0" AT 11" X 17" LAYOUT < a 2 o Li- w H— O z Q 0 w WHEN TRUSSES ARE SPACED 3j 24' o,c., THE CEILING w STRUCTURE MUST BE 518" > DRYWALL OR Ii? SAGLu RESISTANT DRYWALL O Q� z \� Q 1� 1ST FLOOR PL, HT, z a J z O Co w Z) i I Ln REFER TO STRUCTURAL PAGES FOR FOUNDATION SIZE ey � W BUILDING SECTION 1 a 1 114" =1'.0" AT 22" X 34" LAYOUT a 118" =1'-0" AT 11" X 17" LAYOUT Uj FILE COPYLU w a= w Q a J FEa 4 utiNeu1181, `a ** G. Fo40jB'ti z Lu No 77824 ' JC ° 4' STATE OF10. .00 TABLE R302,6 DwellinglGarage Separation Se arp af'rorl Malarial From the residence and alllas Nof lass Ihao'/s�inch gypsum board or aquNalaof applied tothe garage side From all habitable rooms above the garage Not less than 5 � -inch Type X gypsum board Or egUNaellt SUucture�s�supporfingfloorceilingassemblies Nof�ssfhan'/rinchgypsumboard used for separation required by this section or equivalent CENTURY /10 o OWNER'S BEDROOM 1ST FLOOR FIN. FLR. P MORE HOME - LESS` MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC ©2020 _ cn m Z O N 1- � W C� Vf o j Q 0 Co C N i Z oNo a u � � N Q i N 2 w C m � � Q ° � a ti u PLAN # /ORIENTATION 3511246 HRH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP24,3 CENTURY /10 o OWNER'S BEDROOM 1ST FLOOR FIN. FLR. P MORE HOME - LESS` MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC ©2020 _ cn m Z O N 1- � W C� Vf o j Q 0 Co C N i Z oNo a u � � N Q i N 2 w C m � � Q ° � a ti u PLAN # /ORIENTATION 3511246 HRH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP24,3 P MORE HOME - LESS` MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC ©2020 _ cn m Z O N 1- � W C� Vf o j Q 0 Co C N i Z oNo a u � � N Q i N 2 w C m � � Q ° � a ti u PLAN # /ORIENTATION 3511246 HRH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP24,3 vi w z_ J V cn 0 w H O 0 0 Lu w z O Q O LL z w Micro[ 30'w X ~ 36"h Mi[ror 69'w X 0 36'h >- An Q p w 0 0 uj w w 32"X60" ~ 7 1 VAIn I yLWo 32 X60 TUBISHOWER TUBISHOWER 0z 1' 51 /2" 1' S" 1' 31 /'�" I Q II 3 -11 6-31 /2" _ p , BATH a 4 BATH 2 0 112 =1'-0" AT 22" X 34" LAYOUT 3 112" =1'-0" AT 22" X 34" LAYOUT z 114" =11-0" AT 11" X 17" LAYOUT 114" =1'-0" AT 11 X 17" LAYOUT O w V V) O LL W24 30 W36 30 W36 30 W3012 W24 30 z / I Q Lu uj a p 00 O [[[ \ / ELEC RIC �\ LU-j DW RA GE Q a J FEB 0 4 N21 KITCHEN 2 °� KITCHEN 1 z U 112" =1'-0" AT 22" X 34"LAYOUT Dj- 112" =1'-0" AT 22" X 34"LAYOUT'� w 114" =1'-0" AT 11" X 17" LAYOUT 114" =1'-0" AT 11" X 17"LAYOUT No 77824 D :9STATE OF k ��1°�pS�ONA� ��q;•, 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC ©2020 p4m�� Q W W J i C\f N i Z o a u o � o � N 2 W p i � m� 000 2 o � Q O 0 r;u PLAN # /ORIENTATION 3511246 HRH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET # GRP2 5.1 lCT ELECTRICAL • 1 ST FLOOR - ELEV'B' U 11411= 1'-0'I AT 22" X 3411 LAYOUT 11811 = 1'41 AT 11"1 X 1711 LAYOUT GENERAL NOTES 1, INSTALL ARC FAULT CIRCUIT•INTERCEPTORS&TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 201.12 & 406.12 2. ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE ROOD ELEVATION, 3. ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BEGFI, 4. ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 98-3.04.72. INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC2014 1202 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VAEACH 1500 1200 SF GENERAL LIGHTING @ 3W / SQ. FT 1 WATER HEATER 1 REFRIGERATOR 0 FREEZER 1 DISHWASHER 1 DISPOSAL 0 TRASH COMPACTOR 1 MICROWAVES 0 CENTRALVACUUM 0 MINI FRIG AND ICE MAKER 0 JENN AIRE 1 CLOTHES DRYER ELECTRIC 1 RANGE 0 COOKTOP 0 WALL MOUNTED OVEN 1 GARAGE DOOR 0 LANDSCAPE 0 POOL PANEL FIRST 10,000 @ 100 % REMAINDER @ 40 % (25,117) HEAT LOAD 8750 W NC LOAD 2.0 tons 3750 VA (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES DEMAND LOAD AMPERES NEUTRAL DEMAND AMPERES 3600 4500 1440 0 1030 690 0 1630 0 0 0 5000 11600 0 0 1127 0 0 35,117 10000 10047 iI6lFl1 5688 65% 0 100% 25,735 VA 107 @ 240V 74 ELECTRICAL LEGEND WALL MOUNTED FIXTURES WLINU MUUN I to 41 UHL6 OUTLET 110V OUTLET TV WALL LIGHT � GARAGE DOOR O SMOKE DETECTOR Q OPENER PREWIRE OUTLET • 110V GROUND FAULT OUTLET • PHONE 18' LIGHT BAR OO FLUSH MOUNT SIC SMOKE DETECTORICO2 INTERRUPTER O a OUTLET • 110V GROUND FAULT COACH LIGHT • El BATHROOM INTERRUPTER SWITCH SINGLE POLE FRONT DOOR O SURFACE CAN LIGHT EXHAUST FAN p WATERPROOF OUTLET • 220V CL3 SWITCH • 3 WAY �4 _ SWITCH • 4 WAY METER MAIN COMBO 150 AMP NEMA3R OR 200 AMP NEMA 311 91 COACH LIGHT I I REAR DOOR C 0 OPTIONAL \ \\ FAN PREWRE V v 200 AMP INSIDE PANEL 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 TO POWER CO, TRANSFORMER BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) BY UTILITY COMPANY FLUORESCENT 1'X4' 2 LAMPS WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 #4BARE COPPER 3 310 SERAL (FOR 150 AMP) OR 410SERAL (FOR 200 AMP) PER NEC ELECTRICAL RISER DIAGRAM NOT TO SCALE PANEL SCHEDULE # I # # DESCRIPTION # 1 AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 3 3 4 4 5 DRYER 30AMP # 10 5 6 ACU 30AMP # 10 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 TILE E;0 12 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 19 LTG-GAR-KTI'-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP # 14 21 22 NOOK/ DR 20AMP # 12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 27 BED 3/ BATH 15AW #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 IIII�fII���Ii CENYURY MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 z Q J d. UVII C= m C' N .�J CID .J aC c ll�__ L.LJ J ■ ■ ■ is o Q( N � ? S CD f3 co ❑' LJ 0 N ® S ® Lu t m00 o ® C o Q ti L PLAN # / ORIENTATION 3511246 /RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET # GRP2 6,2 MEANS 4 METHODS NOTES THE 5TRUGTURE 15 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROGEDURES AND 5EQUENGE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THIS INGLLIDE5, BUT 15 NOT LIMITED TO, THE ADDITION OF NF-CE55ARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, AND TIE-DOWN5. CONTRACTOR SHALL 13E RESPONSIBLE FOR ALL SHORING AND BRAGING REQUIRED TO STABILIZE AND PROTECT EXISTING AND ADJACENT STRUGTURE5 AND 5Y5TEM5 DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. LATERAL BRACING METHODOLOGY • THE WDOD FRAME STRUCTURE OF THIS UNIT/MODEL 15 DESIGNED TO RE-515T LATERAL LOADINGS AS PERMITTED BY SECTION 4.3.5 OF THE SPECIAL PE516N PROVISIONS, FOR WIND AND SEISMIC (50P105). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENING5 METHODOLOGY PER THE REQUIREMENT5 SET FORTH IN SECTION 4.3.5.2, AS, SUCH, WALL5 WITH OPENINGS ARE CONSIDERED A SINGLE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE DE-516N OF THE STRUCTURE ARE DESIGNED TO RE515T BOTH SHEAR AND UPLIFT, AS, PERMITTED THROUGH SECTION 4.4 Cr- THE 5DPW5. AS SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCESS UPLIFT LOAD THAT HAS NOT BEEN RE50LVED THROUGH THE EXTERIOR 5HEATHING FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION (ONLY TMWITH BAIT STATIONS ARL' TO Be INSTAUM) TERMITE PROTECTION SHALL BE PROVIDED BY REC715TERED TERMITIGIDE5, WHIGH MAY INCLUDE 501L-APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE ISSUED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PACKAGE AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT WILL CONTAIN THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAY45 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVI6E5 ---------------- THIS MODEL HAS BEEN ENGINEERED TO RESIST LATERAL FORGES RESULTING FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATEGORY II $ 5E15MIG CATEGORIES A/B. ENGL05ED, 0.18 INTERNAL PRESSURE GOEFF. ENGINEERED DESIGN WA5 GOMPLETED PER THE 1TH EDITION 2020 FLORIDA RESIDENTIAL 4 BUILDING GODE5 (5EGTION5 R301.1.3 (RES) B 1609 (BUILDING)) $ ASGE 1-I6 STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED WALL5 w/ 112" PLYWOOD OR 055 FASTENED W/ 21�"Xo.131" NAILS 0 6" D.G. ALONG PANEL EDGE5 AND 12" O.G. IN THE PANEL FIELD. I. ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STU05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL E06E5 4 EDGE FASTENING. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TD STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 32"xO.131" NAILS 0 Ib"o.c. USE (8) %"xo.131" NAILS o EA. LAP 5PLIGE. (TYP. U.ND) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALL5 EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 6. SEE ARCHITECTURAL PRI MING5 FOR ADD'L WALL CONSTRUCTION REOU REMENT5. 1. ALL EXTERIOR CONSIDERED AS SHEARS. 8. WHERE PANELS ARE APPLIED TO BOTH FAGES OF WALL, PANEL JOINTS SHALL BE 07T`riT TO FALL ON DIFFERENT FRAMING MEMBERS. ®®® INDIGATES LOGATION AND EXTENT OF 5HEARW/LL WHIGH REQUIRES SHEATHING AND/ OR FASTENING SPEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L SHEAR PANEL 5PEG. O1/2" PLYWOOD OR 05B FASTENED W/ 2Y211x0.131" NAILS @ 3" o.G. ALONG PANEL EDGE5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR TH15 ASSEMBLY. HOLD-DOAN SCHEDULE 5YMB0L SPECIFICATION ® HP-] U5P HTT45 HOLDOWN* FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO GMU WALL W/ (I) U5P ® 5T-1 M5TGM40 5TRAP Our (14) Y4" DIA x 2Y" LONG TAPCON5 INTO GMU. N9E ONE STRAP TOTAL PER BUILT-UP POST, U.N.D) *ALTERNATIVE TO 5TB16 ANCHOR BOLT 5FEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO LISP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ LISP CIA -GEL 1000 EPDXY SYSTEM PER MANUF. Ri=GOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 %" OF FACE ON CONCRETE FOUNDATION WALL GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516% ARE STILL ADEQUATE. • FASTEN SILL PLATE-5 TO FOUNDATION WALL5 WITH 1/2" DIA. ANCHOR 501-1-5 o 4'-0" oa. w/ I" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) STRAP5 W/SPAGING PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE EN05 (SEE FND DETAIL5). • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION 514ALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ FRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER € HARDWARE SUPPLIERS TO COORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 26 DAYS, U.N.O.: Pc. = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA55 ON GRADE (INTERIOR € EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN -1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15'-0" MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTINUOM END OF REINF. • GROUT SHALL BE A5TM C416 Pc--5" P51 w/ MAX %" AGGREGATE • CONCRETE MASONRY UNIT5 SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE STRENGTH OF 1900 P51 (FM = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE546N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL LIJ BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOV EL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. ( SHOWN ON PLANS) • ROUGH OPENINGS ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARGHITEGTURAL DLAN5. • ARGHITEGT/BUILDER O REVIEW 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. Fu _ am ;m GARAGE SLAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN SOIL PORCH 5LAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% GOMPACTED FILLNIRGIN 501L SLAB ON GRADE 3 1/2" GONG. SLAB Wl bxb 01I.444 WWF (OR FIBER MESH ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIR(5IN 501L FLOOR FRAMING • I-J015T5M;ZUSSE5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN5ER5 SHALL BE SPECIFIED BY I-J015T /TRU55 MANUFACTURER, UNLESS OTHERWI5E NOTED. • I-JO15T/TRU55 SHOP DW55. SHALL BE SUBMITTED TO ARCH. 4 ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23132" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGE5, FASTEN SHEATHING TO FRAMING MEM13ER5 W/ GLUE AND 3"x0.131" NAILS o 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S 13651 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 € BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU% CONNECTORS. • ROOF SHEATHING SHALL BE Iq/32" MIN. 05B/PLYWOO9 SHEATHING 40/y0, EXPOSURE I. FASTEN 5HEATH'6 TO ROOF MEMBERS w/ 2Y2x0.131' RING SHANK NAILS (R5R5-03 OR EQUIVj o 4" O.G. AT PANEL EDGE5 4 o 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 W/ RING SHANK NAILS o 3" O.G. AND). PROVIDE BLOCKING ALONG PANEL EDGE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TR1155E5 5HALL EXTEND CoNTIULISLY UNDER ALL OVERFRAMING. • TRU55 ALL LARGE VALLEY SETS. FASTEN EACH END TO TRU56 BELOW W/ U5P MTH12 AND (2) 3'xO.131' TOENAILS TO EACH TRUSS BETNEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMING 0 24' O.G. FASTENED TO TM BELOW W LISP MTWI2 4 (2) 310.131" TOENAILS EA. END (MAX. 4' LENGTH BETWEN 5UPPORT POINTS) • ALL METAL KW,-ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACR)RER, UNLESS OTHEM15E NOTED. • ROOF TRL% SHOP 12W65. SHALL BE 91.6MITTED TO ARCH 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FASTENED TO FRAMING 42) 3'x0.131' NAILS o IV O.G. 0) 3"x0.l31' NAIL5 0 24" Of,) rx 4L- mc. Sao,* 21110frolz IIR R 1> •I .Ib 1i ..0 CII 1: rr ."♦ '. ,I.LI. P• ♦ L Ii: , .I.hi�. 111 1"'rr • 1' rr .. �u�- ,�� lip ��!•.••i� l Ii 1♦. 1:. rr W1 9-:Vol 1Ili :42 Window if Door Allowable Wind Pre55ures UP TO 160 MPH Wind Zone Exp G. Ri5k Gat II Enclosed 0_I8 Internal Pressure Goeff. OPENING 51ZE INTERIOR ZONE5 END ZONES 5-0" X 6'48" DOOR AI +35.6 PSF/-38.8 P5F ®+35b P5F/-465 P5F 2'-0" X 3'-0" WNDW BI +313 P5F/-405 PEF B2 +37.3 P5F/-49.98 P517 @ +365 P5F/-3qb P5F G2 +365 P5F/-48.2 P5F 8'-0" X 1'-0" DOOR D1 +332 P5F/-36.3 P5F D2 +33.2 P5F/-41.1 P5F I61-0" X T-0" DOOR (El +31.1 P5F/-34.8 P5F ®+31.1 P5F/-38.b P5F 6'-0" X 6'-8" 5.&L, FI +342 P51F/-31.1 PSF F2 +342 P5F/-43.2 P5F m End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mern roof height, but not less than 4% oP least horiz. dim. or 3 ft. NOTE: Pressures cha^ted here are allowdcIle pressures W/ a max. mean ro(f height of 25ft. Values are permitted to be converted per A5GE 1-I6 Section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures 4 0 factor OP 0.6 to obtain ultimate pressures. . DE-516N 15 BA5E0 ON: ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN 51`EGIFIGATION FOR WOOD GON5TRUGTION' - LATEST EDITION. • DESIGN LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF 00 P5F o SLEEPING AREA5) DEAD = 10 P5F (1-JO15T5 4 SOLID SAWN) (20 P5F 0 TILE) LATERAL (SEE NOTES) SEISMIC (5EE NOTE5) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN 5TANOARD CONNECTIONS TABLE (IRC TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETER5 NOT TYPICAL FRAMING GUN NAB • EXT. 4 INT. BRIG WALL5 514ALL BE 2x4 04LE55 NOTED OTHERPoE ON PLAN) 0 I b" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. WALL5 OVER TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL h1EN3ER5 SHAD. BE SPRUGE-PINE-FIR #2 (5PF) OR 5011THERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DESIGNED BASED ON GALGULATED LOAD5 4 SIZED AGGORDINGLY. CODE TABLES HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBER5 SPACED o 24" O.G. (MAX., U.N.0) • HEADER5 IN NON -LOAD BEARING WALL5 SHALL BE: (1)2x4/6 FLAT o OPENiN65 UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMING LUMBEryZ SHALL BE DRIED TO 15% MG (KD-15). ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: 'L5L' - Fb--2325 psi; 310 p51; E=155x10"6 p51 • 'LVL' - Fb=2600 psi; F --285 psi; E=2.0xWb psi . FOR 2 € 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.120" NAILS o 8" O/C OR 2 ROWS Y4"x3Y2" 1.151`' WDOD SCREWS (OR.1'2 TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE. TOP 4 BOTTOM NAIL5/5GRE 6 2" FROM EDGE. SOLID 3)12" OR 5Y4" BEAM5 ARE ACCEPTABLE. 613E 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 W5 OF xb" LISP WOOD 5GREW5 (OR 6 5/4" TRU55LOK 5GREW5) P 16" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OF GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY TR 65LOK 5GREW5). LOCATE TOP AND BOTTOM SCREWS 2" FROM DGE. A 50LID I" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD € (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TU05 5PECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TV05 REQUIRED, U.N.O.. • FOR 5TUD P05T GROUPS SPECIFIED ON PLANS AS, (4),(5) OR (6), FASTEN PLY5 W/(20' 0.131" NAILS o 6" O.G. OR (2)3"0.120" NAILS o 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FNDA EARING. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x WOOD PLATE5 TO TOP FLANGE OF STEEL BEAM5 WITH P.A.F.'s ('HILTI' X-( F PINS OR EQUAL) 0 16" O.G. STAGGERED, OR 112" DIA. BOLTS o 48" O.G. STAGGERED. • ALL EXTERIOR 4x4 WOOD PO5T5 SHALL HAVE U5P C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/3LK'G. NAIL5 0 4" o.c. NAILS o 4" oc. STUD TO 501E PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o b" o.c.* BLK'G. BTWN. J015T5 TO TOP PL. (3) TOENAILS 3) TOENAIL5* DOUBLE STUD NAIL5 o 24" o.c. NAILS o I6' oa. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 I6" oc. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (112 NAILS IN LAST D AREA TOP PLATE LAP o CORNERS € INTERSECTING WALL5 (2) NAILS (2) NAILS * ;y21" 0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"4.120", 5AME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) O_-VIEWED FOR ')DE OO IM ! l NOE % Luci' seal: F FR 0 4 2021 J��"DES 1 G.1 oe`,P ��CEI�SFQ.0 ® 4 F s-o: :• STATE OF '! �'•.� •a4 S ` © copy gn�rfAYYSWh� KWhRta�°e Structural Enameerin", Inc. M&K project number: 1 95-21006 projectmgr: JSB drawn by: M,JT issue date: 02-02-2 1 REVISIONS: date: nitial: " UJ UJ w U U LLi Q > LO LO 0- LL t�[ I U` (2 U r- 1 N O LU Q. �l LL. sheet: P WC IN O Cz I SLAB FOUNDATION PLAN SCALE: I/S"=1'-0" (11"xl?" SHEET SIZE) ELEVATION B SCALE: I/4"=1'-0" (22"x34" SHEET SIZE) ROOF FR,�MING PLAN 2 SCALE: I/S"=1'-O" (II"xl9" SHEET SIZE) SCALE: 1/4"=1'-0" (22"xB4" SHEET SIZE) ELEVATION B "1I . III I I •' -11 'I-• - - . 1 III I I ® LI ■ - SEE DETAIL 67/501.0 FOR CORNER CONDITION CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRU55 TO DBL TOP PLATE OR BM. U55 RTI6A (q) IV"X0.148' TO TRUE, 0) Y'XOJ48' TO PLATE 61RDER TR. TO P05T (SPAN S20') U5P HTH20 114 (20) 'X0.148' 61RDER TR. TO P05T SPAN W 2 L HTW20 229 20 'X0.148' FLUSH BM. TO P05T U5P HTW20 1140# 20) YX0.148' VALLEY TRUSS TO BASE 2 820# a X . U5P MTW12 820# 14 X .I ' -EYFXOJ15211 R z ROOF TRU55 TO CMU U5P HTAi6 1810# (q "1 ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU U5P HTAIb 1810# (q) V2"X0.146' LEGEND • ® INTERIOR BEARING WALL. • c = _ _- BEARING WALL ABOVE • — .. -� BEAM / HEADER • [--7:7:779 EXTENT OF OVERFRAMING • J L METAL HANGER • INDICATES 5HEARWALL • INDICATES HOLOOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES GARAGE 5LAB 3 1/2" GONG. 5LA13 ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILL/VIRGIN 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB W bxb WIAAA MF (OR FIBER ME54 ILO MF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIR6IN SOIL HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HO-1 U5P HTT45 HOLDOWN* FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU WALL W (1) U5P 5T-I M5TGM40 STRAP W (14) Y4" DIA x ?Ya" LONG TAPCONS INTO GMU. 66E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPEGIFIGATION• ANGHOR HOLDOWN UTILIZING THREADED ROD (REFER TO LISP 5PEGIFIGATION FOR ANGHOR DIAMETER). EPDXY -SET INTO CONGRET3` FOUNDATION W U5P GIA-C-,EL 1000 EPDXY SYSTEM PER MANUR REGOMMENDATION5. PROVIDE a" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOGATE EPDXY-5ET ANGHOR5 WITHIN 1 %"' OF FACE ON GONGRETE FOUNDATION WALL seal FFR 0 4 2021 , m' ` No 7 24 " STATE :O T p y� .00 ,I�'SSoONAL Q copyright: WAI I ULF Structural Engineering, Inc. 0C Z Jw W z Z W d J N Q .p OC E Q ccC UJ N m y -J E Q A ¢' JZ =y m MacWi M$a M&K project number: 195-21006 projectmgr: JSB drawn by: MJT issue date: 02-02-21 REVISIONS date; mltial: W f- a Ld D Ia- �' z LI.1 0 V I W z O na �, z 0 LLJ LL� ¢ o �LL z N Li Ld dU W o °- LL � U. sheet: RIGHT HAND S 1.O8 seal: FEB 0 4 2021 a CMU BLOCK FOUNDATION PLAN SCALE: /S"=1'-O" (II"xil" SHEET SIZE) ELEVATION B SCALE: 1/4"=1'-0" (22"xB4" SHEET SIZE) MA50NRY LINTEL A55EMBL I E5 SEE SG EIAU AND SFEGIFIC.A11M FOR ADD'L INFO 9 BOTTOM REIN. PPEGAST LINTEL ml k6' EMBEDDED PRECAST LINTEL k6' REIN. EMBEDDED REIN. wAn I'iL—� �A p I' E3-2 TOP REIN. TOP REIN. '01 T16AL 6ROUT SHEAR TIES m BOTTOM REIN. 44 PRECAST.� LINTEL WI Eh®EDDED B 0M REIN. PREGAST LINTr_L _. I WEMBEDDED REIN. REIN. NQ] f THIS A55B-1BLY REG. %FAR M3-3/ MB-3A ME-4/ .Fl MB-4A WINr MB-#A LINTELS, LINTELS DESIGNATED WITH AN 43-3A(46 SHALL BE GONSTRUGTED THE SAME AS MB3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2" BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2". ALL OTHER SPEGIfIGATIONS SHALL REMAIN THE SANE. BOND BEAM REIN SHALL RUN GONT THRU TOP LINTEL 00A25E. MASONRY LINTEL DETAILS REINFOIRZEENr MARK DESI6NATION TOP BOTTOM SHEAR REINORGEMEW MB-I afa-mar — MB-2 aFa-IB/ar 0) #r? MB-3 aFlb-IEMT 0) #5 0)#5 MB 4 afib 2B/Ir (0 x5 (2) ps � IGAL TIES o 44oz. W Ib0 DEGREE HOOK T!B APPROVED LINTB MAMIFAGTURERS ARE: GAST-GRETE d QUALITY PRECAST GO. NOTES: I. ALL LINTELS W SPANS 6REATE2 THAN 14'-0" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTELS A5 RE IURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING UND. 4. DO MOT GUT OR MODIFY PREBTRE55ED LINTELS. 5. ALL REINORGEN ENT SHALL BE 6RADE 60, Ny=60 kei 6. ALL LINTS 5 SPEGIfED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. SENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N — THESE FOOTIN65 HAVE BEEN EN6INIEERED FOR A MINIMUM ALLOWABLE 5O1L BEARING CAPACITY OF I,500 PSF. THESE FOUNDATION DE516N5 ARE AL5O ADEQUATE FOR ALLOWABLE 5O1L BEARING CAPACITIES GREATER THAN THE 15O0 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 5O1L 15 PRESENT, THESE FOUNDATION DE516% ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION HALLS WITH I/2" VIA. ANCHOR BOLTS 0 4'-0" Oz. w/ l" MIN. EMBEDMENT INTO GONG. OR LISP FA3-TZ (GONG FIND) / 5T2-TZ (CMU FNC%J STRAPS w/SPA01146 PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER: PLATE, 12" MAXIMUM FROM PLATE ENDS (5H FND DETAILS). ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT IN/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED 5OUTHERN PINE #2. • BUILDER TO VERIFY CORROSION-RE515TANCE COMPATIBILITY OF HAIRDHARE E FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDHARE SUPPLIERS TO CHORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6THS IN 28 DAYS, U.N.O.: Pc = 2,500 psi:....... FOOTIN65 2,500 psi:....... 51_A% ON GRADE (INTERIOR t EXTERIOR) Fy = b0,000 psi ...... REAR • ALL GONGRETE EXPOSED TO THE HEATHER. SHALL NOT HAVE LESS THAN 5% OR MORE THAN l% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOH FINIISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIIR6IN 5O1L OR c15% COMPACTED FILL. PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED61I5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15'-0" MAXJ • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL. BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SMALL BE ASTM G416 F'G=3000 Psi v+/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE ASTM GAO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF HOO P51 (FM := 1500 P51). ALL MORTAR SHALL BE ASTM G21O, TYPE 5. GNN DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL AL16N HITH FOOTING DOHEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTINI6 DOWEL.. • GROUT 5OLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA5ONRY OPENIN65 AND AT ALL HALL CORNERS. VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE (,ENTER OF THE MA5ONRY SH GELL, AND ALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WAILS. (A5 SHOHN ON PLANS) • ROU61-I OPENIN65 ARE NOT SPECIFIED ON BLOGK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW d VERIFY ALL BLOGr, PLAN DIMENSIONS PRIOR TO CONSTRUCTION. FlEVIEWED FOR PLIA CE ST. LUCIE COUNTY OC FILE COPY No 7Zgpq ONAI- S © copyrig f!AfUI zq'dP structural Engineering, Inc. �C z . w w vvz iw a J N n (� U A 4 Wv, -J ry 3: M a .J j F y W O o� y mW M pp N om c+M G. e M&K project number 0 95-21006 projectmgr: JSB drawn by: NI.JT issuedate: 02-02-2 j date: initial: z J s Q z IL U .J W Q 2 a LLI f— Ld rJ (1. Q., U Ld �i LO `y J 0_ LL J U Q w O0. N >; rN LL sheet: RIGHT HAND SIA 0 11V MAX. W HT. 8' GMU BOND BEAM NY (1) #5 CONT. 8 REINF. CHU HALL- -SEE PLAN FOR VERT. & HORZ. REINF. 5PE65 PROVIDE SOLID SHIM BETW'N TRU55 # CONNECTOR IF TRU55 LOCATED LE55 THAN I Az' FROM CONNECTOR WHERE TRUSS 15 6REATER THAN I )2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONN✓£GTOR SPECIFICATIONS PROVIDE 4015TURE BARRIER PLATE W NOPI OR SIM) EACH TRUSS. VERT WALL RERF. TO EXTEND INTO BOND BEAM O 2x4 CATS ® 16"o.c. — FASTENED TO GABLE END TRU% W/ (2)3"X0.131" TOENAILS. �. �.. or is USP H6AMIO CLIP ® 36'ox,. EXTERIOR 5HEATHIN6 E06E NAILING - 2)�"x0.131 NAIL5 ® 6"oL. PROVIDE MOISTURE — BARRIER PLATE BELOW WOOD MEMBERS ON CM W-P NOR OR SIM) 8' GMU BOND BEAM w/— (1) #5 BAR GONT. 8' REINF. GMU WALL -SEE PLAN FOR VERT. 6 HORZ. REINF. SPECS — FASTEN 5HEATHIN6 TO 2x4 BLOCKING W/ 2 M0.113" RING SHANK NAILS ® 6'ox,. ROOF 5HT6 SMALL BE GONT. 24' MIN ONTO.ROOF 2x4 BRACE W/2x4 T-BRACE, SPACED ® 4'-0" OC. MAX. FASTEN 2x4 TO T' W/ 3 Aa'x0.13I" NAILS o 12' O.G. - llif il- • v • :r r TYPICAL SHEAR NOTES: ► BOND -BEAM--► 1. 2X PT BUGK5/NAIL.ER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY NU O) ROW OF 9iG,'x4' TAPGON5 6' FROM EN05 AND 16" O.G. MAX. TAPCONS TO BE I2' MIN. FROM EVC OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED NU CUT RAILS OR ECJIIVALENT. PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS 114 TH15 HEADER CASE. 3. ADDIT ONAL 2X KOOD BUCK MATERIAL MAY BE ADDED TO EX15TIN6 2X BUCKED OPENING, USE 0) ROWS OF 3'xO.131" NAILS 5TAGGERED o 12' O.G. EA.sUGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REOUIRENENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X EUGK NU (2) RONS OF 2-)�'xO.131" NAILS a 16' O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S 5PEGS. BY WINDONUDOOR 6. FA5TENING 5PEGIFIGATION5 ARE MINIMUM5. ANY FA5TENIN6 REGUIREMENT5 MANUFACTURER PROVIDE? BY THE MANUFACnM WHICH ARE GREATER THAN THOSE SPECIFIED SHALL 5UPER5EDE THOSE OF NOTE5 1-5. ( DOOR SUCK DETAIL 6 DOOR " l.; 2x4 BLOCKING w/ %3 A4 X0.131" TOENAILS EACH END W 3 1/4"x0.131 NAILS PROVIDE 2x4 BLOGKING 48" O.G. IN FIRST (3) BAYS OF ROOF TRUSSC-5-C.UT TO FIT T16HT BETNEEN TRUSS, BOTTOM CHORDS FASTEN DRYWALL TO 15LOGKIWo w/9GREW5 /NAIL5 ® 6" O.G. 4/ / 2x8xl2' P.T. CENTER BUCK As' VIA. J-BOLT` (SEE BELOK) 2X4 P.T. TOP EM 2X8 P.T. BUCK EACH 51DE OF OPENING PROVIDE (5 N DIA. J-BOLT* W/ 5V EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE (I)V' x % I THICK WASHER W/ EACH ANGHOR 05T BOLT TO BE 8' MAX ABV, CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) r PROVIDEN VIA. x 8' LONG U5P 5GRENSOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF M155ED DURING CONSTRUCTION 0) #5 IN BOND BEAM r --- — - --- yj I Q) #5 BAR IN PREGA5T LINTEL (2) #59 VERTICAL IN GROUT FILLED CELL. IN WALLS GREATER THAN 30" WIDE, ONLY (1) #5 15 REQUIRED N #5 VERTIGAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED 0'-0' PROVIDE # OF DOI 0 SLAB TO FIN. FL. MATCH VERT. BARS w/ 30' MIN LAP SPLICE NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES &ARA&E DOOR PERT. REINFORCING DETAIL A\'�y W#45 we SEE DETAIL 1 FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF T RU55 TO GMU w/ U5P HTWMI6 TW15T STRAP. FASTEN STRAP TO GMU W/ (4)Y4' VIA. x 2Y4' LONG PONERBOLT 5GREN5 PROVIDE MOISTURE BARRIER PLATE 95P NOPI OR SIM) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TI6HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) A4 VIA. x 3)4' LONG TAPC.ON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 W/ (2) 34xO.131" NAILS 0 EA. EW. ®RETROFIT DETAIL III OWN1W MITTS PREGAST GONGRETE LINTELS TO SNARE BEARING ON B'x8" CMU COLUMN, PER 2020 FBG. TIN ED. R103.1.2.1: SOFFITS AND THEIR ATTAGHMENTS SHALL BE GAPABIF OF RE5I5TIN6 WIND LOADS SPECIFIED IN TABLES R301.2(2) AND R 301.2(3) FOR WALL5 U51% AN EFFECTIVE WIND AREA OF 10 SQUARE FEET. E: NOall -)IRATE SOFFIT OVERHAR65 WITH ARCH AND TRUSS MANUF. DRAWINGS BLOWN INSULATION PER ARCH FI5ER6LA_%0, il.. OR TILE ROOFPER ARCH APA RATED STRUGGaa REFER TC, 5VID FOR ,IFASCIA vi/- 11I FAINFORMATION _. ►) BOARD III -PER ARGHo��l-VINYL 5OFFIT . O O 90 ►05 i•.CH INSULATION VENTILATED �i - 8" GMU BLOCK 1/2" DRYWALL -PER ARCH ASE NAILER VIA 011, P.T. , : y�•�'�� REFER TO r • . r r .r COMPACTED FILL 0 q% STANDARD DENSITY 6B�__ SCALE: N.T.S. CONNECT END OF MASONRY LINTEL TO TOP OF PER/ WALL W/ (1) #5 BENT DOWEL W/ 5TANUAR12 HOOK REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR 5PEGIFIGATION5. MONOLITHIC FOUNDATION NU (2) #5 HORIZ. CONT. ON CHAIRS W MEN. COVER) I -STORY WALL SECTION GROUT LINTEL A55EMBI-Y SOLID I%' MAX HIS HT. 43-2 PRECAST LINTEL -SEE PLAN REINF.6R.OUfED — 81Ix8" GOLUMN w/ (1) #5 BAR (1) #5 BENT DOWEL — W/ STANDARD HOOK GONNECT B05 OF MITRED MA50NRY LINTEL5 W/ (I) #5 BENT DOWEL u e�PORCH CMU CORNER COLUMN DETAIL tV`" seal: ITR n 4 3{12i ENSF'.G'P�a /9 .a%%% � © copy}rlldtf,' W.HERR L'KULP .— Structural Engineering, Inc. STATE OF 'Q/°= L.VCD z Z w w IN z co z w w J � :c Zrz = g `o y •g =J in rt a a . J ~ $ -o W �Y o sC9 y m o 0 s M&K project number: 195-21006 projectmgr: JSB drawn by: MJT issue date: 0 2-0 2-21 REVISIONS: date: initial: QED FOR ',CIE OOIJt`: T C a. 2 U BOND BEAM w/ UJ GONT. (1) #5 RE 3AR 0 J = GONNECT ENDS w OF MITRED MA50NRY Q LINTEL5 W/ p) #5 ® , BENT DOWEL LLJ Q drn CO m RTER5EGTIN5 MB-2 LINTEL LL -ANGLE GUT A5 5HOWN ON PLAN VIEW W r7WLLJ Q IL v ! ("�! M) r�_ L, sheet: S®1 r0 N 8' CMU BLOCK 8" CMU CONCRETE LEDGE CAN BLOCK TYP, SLAB ON GRADE: 3 1/2' GONG. SLAB w/ bxb `' FROM FTC BOTioMAGCOURSE GUT (1) #5 FROM FT6. TO BOND BEAM. WI.4xl.4 WWF (OR FIBER MESH TO SLOPE OF GARAGE To AND BEAM:* ILO NW) ON 6 MIL VAPOR SPLICE TO BE MIN. SLAB SPLICE TO MIN, 30" GROUT CELL 30' GROUT CELL BARRIER ON 4" MIN. SOLID TYP. GAGE �' SOLID GRANULAR FILL ON G5% 4" CONG. 5LA13 ON 4" GOMPAGTED FILL VIRGIN 501E MIN. GRANULAR FILL ON MATCH CMU "I ,15% COMPACTED LEDGE PER FI IR61N 501L 4 4.z_ g I/FDID ° I_I III III —I —III I�—ll l GRADE —III III —III. 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