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HomeMy WebLinkAbout211090.0628.2021.STR.61 NETTLES BLVD.SD � N � 0 0 JURISDICTION ST LUCIE COUNTY = o_ � o Q GENERAL NOTES: 32' o n o CODE FBCR 2020 7TH EDITION 60 �� L_ CO 1. CONSTRUCTION SHALL FOLLOW FLORIDA N Ln PROJECT NAME 61 NETTLES BLVD BUILDING CODE FBCR 2020 7TH EDITION" 22' 5'-9 1/2° 4'-2 1/2"ID U� w� 00 2. THE CONTRACTOR SUBCONTRACTOR,SUPPLIER WINDOW TO BE WINDOW TO BE o U ^ o PROJECT ADDRESS 61 NETTLES BLVD., JENSEN BEACH, FLORIDA ECT. SHALL VERIFY ALL DIMENSIONS, CONDITION REPLACED O O REPLACED OO J x -C s AT JOBSITE, PLANS SPECIFICATIONS,ECT. _ _ _ _ r- m 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED A �, TYPE OF CONSTRUCTION FRAMED NEW & EXISTING O DRAWINGS WINDOW TO BE BUILDING DESIGN OPEN ENCLOSED X PART. ENCLOSED 4. DESIGN LOADS IN ACCORDANCE WITH THE FBC g WINDOW TO BE REPLACED 1 WALL FRAMING ABOVE BAY 2020 REPLACED WINDOW TO BE REMOVED - N WIND SPEED (3 SEC. GUST) 160 MPH 5. ALL LUMBER IN CONTACT WITH CONCRETE OR SEE SHEET S1.02 FOR DETAILS N MASONRY SHALL BE PRESSURE TREATED v ASCE CATEGORY: SINGLE FAMILY X OTHER 6. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF O N EXPOSURE CATEGORY D D1 o HARDWARE IS NOT PERMITTED. ztw MEAN BUILDING HEIGHT 15' FT. 7. UNLESS OTHERWISE NOTED, THE INSTALLATION NEW FLAT WINDOW ° 5 TO REPLACE BAY 21 OF THE SPECIFIED HARDWARE SHALL CONFORM 00 WINDOW TO BE WINDOW ® I ! E OVERHANG VARIES EXISTING ROOF PITCH 6:12 TO THE MANUFACTURERS INSTRUCTIONS AND REPLACED EXISTING BAY 5'� T STANDARD PRACTICE. WINDOW OPENING ROOF DEAD LOAD 20 PSF 8. ALL DAMAGED OR DETERIORATED WOOD & in EXISTING DWELLING _ FRAMED FLOOR LIVE LOAD 40 psf DEAD LOAD 10 psf MATERIALS DISCOVERED AT THE EXISTING 12" TREADS ! \\\\\�\ /////� E STRUCTURE TO BE REPLACED W/ EQUIVALENT \\�\\ °L'2�3�N // SHUTTERS N/A PRODUCTS. 1' KEEP POST \ ��i - � 5 ° N LU IMPACT RESISTANT ASSEMBLY X WINDOW LOCATION TO 4" OFF SE NEW 8'x12' DECK °� 6 ?� 'N BE IN - SEE _ O °o = Termite Area: Very Heavy Weathering: Negligible DETAIL SHEET S1.02 (TREX COMPOSITE DECKING °z w DOOR & SL TO ow Insulation Flame Spread: Not to exceed 25 BE REPLACED w/ TREX RAILINGS) - SEE oU z Q Oo Z_� E `0 DECK FRAMING PLAN z O �o a o S PTO GRADE SHEET S1.02 C� �° o Insulation Smoke Developed Index: Not to exceed 450 DOOR TO BE OO AS REQ'D Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 o REPLACED a l�°• PROCP ���\ T s 4'x4' STOOP OB 2 \\\\\\\\IIII // ° y O N Ez f TREX DECKING O WINDOW TO BE \�\ O 1 1 /// .20 WINDOW TO BE � N REPLACED REPLACED ix ° i w WINDOW SCHEDULE O ° U o°°° p z DOORSCHEDULE 3 7„ _ o° O - 00 CUSTOM WINDOW SYSTEMS FROM ABC SUPPLY 4' 8'-9 1/16" -TOO 10'-7 3/4° -T OO 8'-7 3/16° 4 _ o _ C j o m_ m (FOR 2x4 WALLS) (FOR 2x4 WALLS) ;O - I- O U � � o ROUGH BHI ROUGH KEEP POST EXISTING 4x4 POST IS ROOF % Q TAG OTY HARDWARE DESCRIPTION SUPPORTING - REPLACE AS // �Y °°°° W m o TAG OTY GRIDS TYPE MODEL MODEL OPENING 4" OFF HOUSE Q (D �� '- y OPENING °° Q �� w REQUIRED POST TO REMAIN /// ° °°°°°°°°° �� ° OA 3 NONE AWNING,WHITE,VCASING 8450-AW 29-1/4'x26-1/4' O 1 PHS3068FULLVIEWw/ DBL.BORE,4-9/16'JAMB 3068w/2-12'SL 66-1/4"x82-3/4' - / \ ` AROUND ALL451DES FPA#7060.1 BLINDS B/W GLASS INSWING © EXISTING LOCATION /ii////CERT � 3 'A w OB 2 NONE MULLED AWNING,WHITE,4" 8450-AW 53"x25-3/4" 1 PH52868 DBL.BORE,4-9/16'JAMB 2868,6PANEL 34-1/4"X82-3/4"2 8'-0 7/16" CASING AROUND ALL SIDES FPA#7060.1 6 PANEL FIBERGLASS INSWING 28' z LN OC 2 NONE SLIPING,VCASINGAROUND 8200-XO 53-1/4'x50-3/4" j///////j - INDICATES WINDOW IN-FILL LOCATION - SEE Q °t ALL 4SIDES FPA#16735.1 SHEET S1.02 FOR DETAIL (ALL OTHER WINDOWS W/ o O WINDOW REPLACEMENT PLAN & DECK REPLACEMENT PLAN EXCEPTION ARE REPLACING EQUIVALENT SIZE D 1 NONE FIXED PICTURE,4'CASING 8150-PW 72-3/4"x40-3/4" WINDOWS AT EXISTING OPENING LOCATIONS) AROUNDALL4SIDES FPA#13010.1, ID o 138-562,&138-1362 SCALE: 1/4"=1'-0" E t 0 3 U Z ` N r � W � ° Q d O PRODUCT APPROVALS J 06 o 0 F. L.0 OPN'G PRODUCT MODEL# MANUFACTURER GLASS BUILDING DESIGN PRODUCT DESIGN PRODUCT APPROVAL 32' 00 ° I.D. DISCRIPTION PRESSURE PRESSURE z t 22' 5'-9 1/2" 4'-2 1/2" m +40.6 +65.0 w SINGLE HUNG 8450-AW CUSTOM WINDOW IMPACT FL#: 7060.01Lij 1O -54.4 -65.0 1 J C E G m°SYSTEMS �, 5'-2 1/2" w gw T o SINGLE HUNG 8150 PW CUSTOM WINDOW IMPACT +38.8 +65.0 FL#: 13010.1 m O -50.7 -65.0 U SYSTEMS EXISTING EXISTING EXISTING ;o z J J mL +40.6 +50.0 z OWIN. 2 WIN x26" 2 WN'x26" z N z J m SINGLE HUNG 8200-XO CUSTOM WINDOW IMPACT - 2 29"x26" ( ) ( ) - Q O3 -44.1 -50.0 FL#: 16735.1 w w U) w =y J J = = 3 � SYSTEMS v' N N r J J m J m 3: . w-x w_" 1'�� � w Q F z z W O +40.6 +50.0 N N = W u w uwi m t o O SINGLE HUNG 8200-XO CUSTOM WINDOW IMPACT -44.1 -50.0 FL#: 16735.1 C z z z z _ SYSTEMS v � � co I E m 5.9 +40.6 +65.0 CU v u.i w a SINGLE HUNG 8450-AW CUSTOM WINDOW IMPACT FL#: 7060.01 O o > O SYSTEMS -54.4 -65.0 LL a o N 3 t o z o o~ 8450-AW +40.6 +65.0 n 0 o w w w cn ~ a a � � z EXISTING 72%40" z Q ° O SINGLE HUNG CUSTOM WINDOW IMPACT -54.4 -65.0 FL#: 7060.01 co x N� i BAY WINDOW TO BE w � w m = SYSTEMS w N � oo REMOVEDOf 5 v o o O SINGLE HUNG 8450 AW CUSTOM WINDOW IMPACT -44.1 -65.0 FL#: 7060.01 in EXISTING DWELLING } , SYSTEMS 3 m aw J y o O SINGLE HUNG 8450-AW CUSTOM WINDOW IMPACT +40.6 _54.4 +65.0 _65.0 FL#: 7060.01 1, EXISTING � N SYSTEMS 4'xl 0' DECK N ° s (TO BE REMOVED & 3 REPLACED SEE NEW DECK U N PLANS) 3 x ° Lo LU �� r3068 G J ° ° OPN'G PRODUCT MODEL# MANUFACTURER GLASS BUILDING DESIGN PRODUCT DESIGN PRODUCT APPROVAL o @ 3 I.D. DISCRIPTION PRESSURE PRESSURE �' �� 0 i Q TE 6-1 W r ENTRY DOOR GLAZED PLASTPRO IMPACT +37.7 +50.0 FL#: 17184.09 �_ A -48.3 -50.0 o W/SIDELITES FIBERGLASS `� \ s 4'x4' STOOP G U f EXISTING X�S�\N OFZ U) O +38.8 +65.0 m E a� o p @) EXTERIOR DOOR FIBERGLASS PLASTPRO IMPACT -50.7 -70.0 FL#: 13010.1 g6$ in z n O U O U-2 A a� T =O E rE 4' 8'-9 1/16" - 10'-7 3/4' - _8'-7 3/16" 3'-7"--� > O o E ILL! t- o= O mM IN 7 PRODUCT MODEL# MANUFACTURER PRODUCT DESIGN PRODUCT APPROVAL `� EXISTING 4x4 POST IS ROOF N N PRESSURE U � SUPPORTING - REPLACE AS cn ° W REQUIRED - POST TO REMAIN W N ; ; ; ; ; ; ; ; ; ; E C�? EXISTING LOCATION 0 WINDOW DOUBLE 5 CUSTOM WINDOW + 80.0 FL# 17499.1 a, N o 72, MULL BAR PSS10V SYSTEMS - 80.0 a 28 4 4444444 i i i i = EXTERIOR HARDIEPLANK JAMES HARDIE N - 59.1 FL# 13192.2 0 w Q � � � � � � � � � � � � d N Q WALL SIDING LAP SIDING -16" BUILDING PRODUCTS EXISTING WINDOW DECK PLAN m� THICK x 7.25" SEE SIDING SCALE: 1/4"=1'-0" 0 o N 7 NM � lnCflf� oO � WIDE NOTES BELOW z 3 � o *EXTERIOR SIDING BEING REPLACED W/ HARDIE BOARD SIDING - INSTALL PER MANUFACTURES PROJECT#: 211090.STR_recove INSTRUCTIONS AND FLORIDA APPROVAL - CONTRACTOR TO VERIFY EXTERIOR SHEATHING DATE: June 10, 2021 m o MEETS MINIMUM INSTALLATION THICKNESS 16" OSB SHEATHING PER PRODUCT APPROVAL- SCALE: AS SHOWN N ATTACH SIDING TO SHEATHING BLIND NAILED W/0.090" SHANK x 0.215" HD x 1.5" LONG RING DESIGNED BY: CH SHANK NAILS @ 8" O.C. ` ° L � A DRAWN BY: JEM o *NOTE: HARDI EXTERIOR SIDING WILL IMPOSE ADDITIONAL DEAD LOAD ON STRUCTURE. AT TIME OF CHECKED BY: CH DEMO CONTRACTOR TO VERIFY FOLLOWING EXISTING CONDITIONS: EXTERIOR BEARING WALLS AT LEFT AND RIGHT SIDE OF STRUCTURE ARE ASSUMED TO BE SHEET TITLE o CONTINUALLY SUPPORTED BY RAISED CONCRETE BEAM FOUNDATION OR OTHER CONTINUAL `s SUPPORT TO SLAB FOUNDATION BELOW. AT THE FRONT AND REAR OF THE STRUCTURE IFUj g LOCATIONS EXIST WHERE CONTINUOUS CONCRETE BEAM, STEEL BEAM OR OTHER SUPPORT TO PLANS & SCHEDULES ~W E CONCRETE FOUNDATION BELOW IS NOT EXISTING THEN ANY EXISTING EXTERIOR WALL E SUPPORTING LUMBER SPANS ARE LIMITED TO THE FOLLOWING: o 0 y (2) 2x6 @ SPAN OF 6-0" T (2) 2x8 @ SPAN OF 8'-0" w - FRONT AND REAR WALL BEAMS ARE ASSUMED TO NOT BE SUPPORTING FLOOR JOISTSUj S1 . 01 I Z *IF THE ABOVE SPANS ARE EXCEEDED THE ENGINEER IS TO BE NOTIFIED. y z Z 0 SHEET 1 OF 3 J ), J Q N I I N i � oLn00 o 0 3/4" 4 1/4" = w Q 2 ~ moo 2' � � � 1"NOSING TREX DECKING C0 N THRU-BOLT& NOTCH ATLLi w BOTH BANDS @ CORNERS - U o 0 TRT(2)2x10 SEE DETAIL 1/S1.02 TREAD � ^ DECK BEAM z TREX GUARDRAIL SYSTEM 1 0 2x10 JOISTS @ 12"O.C. J x TO BE INSTALLED PER TREX DECKIN Q SIMPSON CONCEALED MANUFACTURERS cn HANGER LUC21 OZ JOIST TO = SPECIFICATIONS w = SIMPSON LUS28 @JOIST N 1 1' DECK STAIRS SEE DBL.2x10 BANDING BEAM W/(10)0.148x12 NAILS Q c o TO BEAM & (6)0.148x12 NAILS o o DETAIL o z_ TREX GUARDRAIL SYSTEM 2x8 STAIR HANGER(3) 16D v TO JOIST (TYP. (3) c\I x N SIMPSON LUS28-2 FROM 2 TO BE INSTALLED PER NAILS @ 8"O.C.TO DECK BAN N LOCATIONS) --- BAND TO BEAM W/ (6) M MANUFACTURERS NOTE: \ &SIMPSON A35 TO STRINGERS 2-05/8" GALV. THRU 0 °p 0.162x3Z NAILS TO BEAM & BOLTS INTO DECK o TREX DECKING INSTALLED = SPECIFICATIONS ALL LUMBER SHALL BE PRESSURE TREATED (4)2x12 STAIR STRINGERS (4)0.162x32 TO BAND BAND- NOTCH POST -- M PER MANUFACTURERS Q 1-PLY INSTRUCTIONS TYPICAL STAIR DETAIL o TRT(2)2x10 Q TRT 6x6 POST SCALE: 1/2" = 1'-0" � a 2x10 TRT(2)2x10 = TRT 2x10 JOIST@12" O.C. BAND BEAM -- 2-05/8" GALV. THRULU C� 0? - BOLTS INTO DECK BAND o TREX DECKING INSTALLED 00 Q 1'-6'x1'-6" FOOTING W/ FIELD VERIFY DIMENSION - PER MANUFACTURERS 0 o VARIES BASED ON 7" MAX 14 & BEAM - NOTCH POST INSTRUCTIONS o Q 6x6 TREATED POST - STEPDOWN FROM FRONT �+ SIMPSON LUS28 JOIST 1-PLY @ DECK BAND LU E It C\j X z (TYP. U.N.O.) DOOR THRESHOLD HANGER @ EACH JOIST W/ N Q TRT 6x6 POST- Q \ \III I I II/// " m co (6)0.148x3" NAILS TO BAND - TRT (2)2x10 BEAM \\ /// X w EXISTING CONCRETE ° a BEJOIST 4)0.148x3" NAILS TRT(2)2x10 a �����A �• ����i�� CV = DRIVE - CUT AS °°o 0 CV o BAND BEAM ° % 4 CD w s11o2 REQUIRED FOR FOOTING _ ° NOTCH 2x10 BAND & BEAM �' p o� %ao a ° 4 @ EXISTING HOUSE 00 �; w J =_C I1 3 CONCRETE BEAM -ffi ,uj°U Q O°Z _ O � SIMPSON HGAM10KT FROM CONCRETE _ z Q \ o CONCRETE TO BAND AND @ HOUSE EXISTING HOUSE 12"TALL PAD GRADE NOTCH & BOLT INTERMEDIATE TO EXISTING 6x6P POST&ATTACH 3000 PSI CONCRETE SIDE O BEAM TOE CONCS TORETE &/(4) CONCRETE BEAM @ GRADE tS j� ooao p0° O S G OS FOOTING 12"#5 REBAR EACH 2 O • PRO,* \\\ iv W/SIMPSON ABU66Z POST iv WAY THRU POST 1/4x1 a TITEN 2 TO CONCRETE `/////III I I I III\\���\ y BASE W/$"WEDGE ANCHOR 4 Z" SOLID 4" CMU a 4„ EMBED TO EXISTING FOOTING & V-6"13 ��A�A0 ICII1 (12)0.162x32 NAILS TO POST SECTION @EXISTING HOUSE CONC. BEAM P Y U ?/ TYPICAL POST SECTION SCALE: NTS \\ Q - rn - - - - - - _ SCALE: NTS W ° TRT(2)2x10 %O ~ O DECK BAND EXISTING 4x4 POST TO BE _ Q Q� BOX&WRAP EXPOSED - 1 Q (� REPLACED W/NEW TRT. 4x4 POST % U HOUSE CONCRETE BEAM 2 4 1/4" AT EXISTING LOCATION - POST ���� °°°Woo ° Q��x� W/TRT 2x4 FRAMING &8" s1.o2 BAND W/BASE IS E21 SIMPSON SON DPT7ZING -ATTACH TDECK ���/�////CE RT � AA 3 SHEATHING - FINISH TO ( ) MATCH HOUSE FINISH EXISTING 12"x12" POST TIES SPACED 5"VERTICAL EXISTING DBL TOP W RAISED CONCRETE �//(2)$"THRU BOLTS TO BAND & PLATE & ROOF HOUSE FOOTING L = (5) 0.148x3" NAILS TO POST EXISTING WINDOW TRUSSES L N T-7" 4'-5" . 0 STRAPPING TO I I I I I I I I °L T 2 TREX DECKING &HANDRAIL SYSTEM REMAIN @ ���� ���� ���� IIII EXISTING HOUSE WALL KINGS/JACKS ���� ���� ���� ICI LINE AND FLOOR (� .o SUPPLIED BY CONTRACTOR AND TO BE E FRONT DECK FRAMING PLAN INSTALLED PER MANUFACTURERS _ — — — — -I— — — — FRAMING J 0 c INSTALLATION INSTRUCTIONS - HANDRAIL I� EXISTING WIN. HEADER � 2- 05/8" GALV. THRU Q y ` SCALE: 1/4"= 1'-0" SYSTEM TO BE CAPABLE OF RESISTING III TREX DECKING INSTALLED 200-POUND CONCENTRATED LOAD AT EXISTING 2x4 KING & BOLTS INTO DECK w ANY POINT ALONG TOP RAIL PER R301.5 JACK STUDS TO BAND - NOTCH POST NSTRUCTIONSTURERS 0 o N OF THE 2020 FBCR REMAIN 1-PLY J " _ U SIMPSON A23 FROM STUDS TRT (2)2x10 m O� TO EXISTING HEADER&SILL TRT 2x10 JOIST@12" O.C. - 1„ BAND BEAM Cn PLATE W/(4) 0.148x1 2 NAILS bo - , EXISTING WINDOW III TO STUD & HEADER OR SILL FIELD VERIFY DIMENSION - W Z =~ OPENING TO BE III (TYP. TOP & BOTTOM OF VARIES BASED ON 7" MAX �� \_ E w IN-FILLED IN-FILL STUDS) STEPDOWN FROM FRONT + SIMPSON LUS28 JOIST J Q m o III HANGER @ EACH JOIST W/ 3 NEW 2x4 STUD @ FACE OF EXISTING - DOOR THRESHOLD TRT 6x6 POST-- (6)0.148x3" NAILS TO BAND m � a III FASTEN TO EXISTING W/#10 WOOD - BEAM & (4)0.148x3" NAILS a - III SCREWS @ 12" O.C. (TYP. EACH SIDE ° a TO JOIST z LD J = > OF EXISTING OPENING) z Q Q t a J m U m U `� o INFILL EXISTING - _ g w w " a J J m J m 3: . WINDOW OPENING III a = w cn w U) r EXISTING CONCRETE w w w DRIVE SLAB - CUT AS z z z z SIZE OF DECK IS REMAINING UNCHANGED W/2x4 STUDS @ 16" III Q w i U REPAIR EXTERIOR KNEE WALL OF EXISTING O.C. III a REQUIRED FOR FOOTING �/ m DECK AS REQUIRED AND REPLACE EXISTING LL ui w a 0 2x8 DECK JOIST AS REQUIRED - REPAIR OR 2x4 BLOCKING AS REQUIRED III 3000 PSI CONCRETE o Q o N r REPLACE HANDRAIL AS REQUIRED AND FF TT III 12"#5 RE BAR EACH o z o o BETWEEN STUDS -ATTACH - w Q Q y INSTALL NEW TREX DECKING PER IIII 11 IIIII WAY THRU POST MANUFACTURERS INSTRUCTIONS TO EXISTING W/(3)#10 IIII IIIII SOLID 4" CMU w 0 w } WOOD SCREWS EACH V-6" a a v z LOCATION IIII IIIII �IJ11— — H — — � — — 11111 — —IL Z5 TYPICAL POST SECTION @ EXISTING HOUSE E w EXISTING TREATED } REPLACE WALL SHEATHING @ INFILL AS 3 ' BOTTOM PLATE REQUIRED (MATCH EXISTING) &ATTACH SCALE: NTS W � P TO FRAMING W/8D NAILS AT 6" O.C. IN a o FIELD AND 4" O.C. @ EDGES WINDOW OPENING IN-FILL DETAIL U " L d 3 0 0 — — — SCALE: 1/2"= 1'-0" LLI 2 r a0 J �t REAR DECK REPAIR SIMPSON (2) KBS1ZTOP OF Q s ANGLE BRACE ATTACHED TO W s SCALE: 1/4"=1'-0" EXISTING ROOF FRAMING - (12) _ o SIMPSON H10A2 FROM WALL TO SD9x1z" SCREWS @ EACH (� a 3 ROOF FRAMING -W/(18) 0.148x12" CONNECTOR (n NAILS &SIMPSON HGA10KT FROM Z a NEW SOFFIT BRACES AS WALL PLATES TO ROOF FRAMING O E REQUIRED -SEE DETAIL W/(4)4x12 SIDS TO ROOF FRAMING 1'-5" EXISTING (2)2x4 ROOF � E FRAMING -SISTER Z T THIS SHEET & (4)1 3 SIDS TO PLATES > O m E ADDITIONAL 2x4 IF LU o , E 2x4 WOOD NEW SOFFIT BRACES AS INTERIOR WALL SECTION BEHIND EXISTING ° REQUIRED d 0 STUDS @ 16' REQUIRED -SEE DETAIL O.C. MAX THIS SHEET OVERHANG TO BECOME EXTERIOR WALL- /U�U// 3 ` / V! C N SHEATH EXISTING INTERIOR WALL SECTION / =z / SHEATH SIDES OF BRACE / w l l l l l l l l l l l l N W/ EXTERIOR SHEATHING TO MATCH o r / W/5" PLYWOOD ATTACHED (2) 2x4 BRACE FROM WALL HOUSE jj EXISTING -ATTACH TO EXISTING STUDS W/ / � a TO ROOF WRAP %j/�j/ 8D NAILS AT 6" O.C. IN FIELD AND 4" O.C. @ TO BRACE WITH 8D NAILS / /j// // '/ 4" O.C. / / iu I I I I I I I I I I I I Q z" DRYWALL j///////// EDGES - EXTERIOR FINISH TO MATCH _ @ / // / EXTERIOR GRADE // ��/ / ///// / / // // / HOUSE FINISH , / -ANGLE BRACING DETAIL SHOWN FOR \ \ \ \ \ \ \ \ \ \ \ \ = o , , , , , , , , , , , , 2w Q ..w // ////////////////////// / / CONNECTION/SUPPORT AT REMOVED y SHEATHING (MATCH / /�//// /// OVERHANG WALL - - / WINDOW OVERHANG WALL- BRACING TO BE EXISTING FASTENED TO OVERHANG WALL %�j//////////////////////// /// SECTION TO BE REMO � EXISTING ROOF TO SIMPSON 2 KBS1Z ` U SECTION TO BE REMOVED //////////////////////////�/�/�/ ( ) ADDED AT ALL ROOF FRAMING PROJECTIONS p o N FRAMING W 8D NAILS - REMAIN (V M � In (0 00 � z / @ HATCHED AREA BOTTOM OF ANGLE BRACE Z r 3 4" O.C. @EDGES AND 6" R-13 BATT INSULATION @ HATCHED AREA AS REQUIRED TO SIMULATE EXISTING WALL � o ATTACHED TO EXISTING SUPPORT (BRACING ASSUMED TO SUPPORT PROJECT#: 211090.STR_recove d O.C. IN FIELD EXISTING (2)2x4 WALL WALL FRAMING - (12) ROOF AT REMOVED WALL AREA ONLY& � STUDS -ADDITIONAL SD9x1"' SCREWS EACH DATE: June 10, 2021 W= DASHED LINES 2 @ EXISTING WALL STUD LOCATIONS)- . 0 HARDIE BOARD LAP SIDING - STUD TO BE ADDED AS CONNECTOR ENGINEER TO BE CONTACTED AFTER DEMO SCALE: AS SHOWN 015 INSTALLED PER FLORIDA PRODUCT INDICATE BAY WINDOW REQUIRED TO BE REMOVED IF EXISTING WALL & ROOF FRAMING VARIES - E APPROVAL, MANUFACTURER o' INSTALLATION INSTRUCTIONS & DASHED LINES NEW IMPACT WINDOW @ DESIGNED BY: CH N t N INDICATE BAY WINDO EXISTING BAY WINDOW DRAWN BY: JEM a R703.10.2 OF THE 2020 FBCR - SEE TO BE REMOVED _ OPENING - SEE FLOOR PLAN & SO�FFT BRACING DETAIL g PRODUCT APPROVALS SHEET S1.01 WINDOW SCHEDULE 4 CHECKED BY: CH U E SCAS SHEET TITLE 0 TYP. EXTERIOR WALL SECTION a FRONT ELEVATION @ FRONT BAY SIDE ELEVATION @ FRONT BAY �� NTS WINDOW & OVERHANG REMOVAL PLANS & DETAILS E *FIBER-CEMENT LAP SIDING SHALL COMPLY WITH THE REQUIREMENTS OF ASTM WINDOW & OVERHANG REMOVAL y SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" N C1186, TYPE A, MIN. GRADE II OR ISO 8336, CATEGORY A, MINIMUM CLASS 2. o LAP SIDING SHALL BE LAPPED A MINIMUM 1-1/4" AND LAP SIDING NOT HAVING S1 . 02 TONGUE & GROOVE END JOINTS SHALL HAVE THE ENDS PROTECTED WITH W Z XE CAULKING, COVERED WITH AN H-SECTION JOINT COVER OR LOCATED OVER A STRIP OF FLASHING. 0 SHEET 2 OF 3 T J Q N STRUCTURAL NOTES : � N1 � S SURFACE PREPARATION. Male sure the surface is clean, dust free and free from oil. Surface must bedSurfaceo o2 A. GENERAL w must be smooth and free from nails or staple head. Surface must be free from uncured solvent based solvents and sili- � N 9. MISCELLANEOUS: n t 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS a. GROUT UNDER COLUMN BASE PLATES SHALL BE NON-SHRINKING TYPE. THE USE OF LEVELING PLATES AT COLUMN cane caulk. Prime OSB} Plywood and cement surface with primers such as 3I1�IT Super 77T for best adhesion. �' U 00 o 0 SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE, AND TO ENSURE THE BASES IS PROHIBITED. GROUT BELOW BEARING PLATES, SETTING PLATES, AND COLUMN BASE PLATES IS TO BE p J x g STABILITY OF THE BUILDING AND ITS COMPONENT PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS, INSTALLED ONLY AFTER THE STEEL IS PLUMBED. APPLICATIO INSTRUCTION: ri 1 at tern temperature above 40' F Turin clear weather conditions. Use of heat � � � a DURING ERECTION. THIS INCLUDES THE ADDITION OF ANY SHORING, SHEETING, TEMPORARY, BRACING OR TIEDOWNS THAT PP p MIGHT BE NECESSARY. SUCH MATERIAL IS NOT SHOWN ON THE DRAWINGS. IF APPLIED, THEY SHALL BE REMOVED AS gun or primer improves adhesion during law temperature conditions. Ida not expose to direct sunlight over 120 CONDITIONS PERMIT. THE ENGINEER TAKES NO RESPONSIBILITY FOR, CONSTRUCTION MEANS AND METHODS OR JOB SITE C. MASONRY SAFETY DURING CONSTRUCTION. PROCESSING AND/OR APPROVING SUBMITTALS MADE BY THE CONTRACTOR WHICH MAY days. Leo not apply to flexible vinyl surface. Rigid PVC is acceptable. Apply pressure on the flashing with J-roller for � CONTAIN INFORMATION RELATED TO CONSTRUCTION METHODS OR SAFETY ISSUES, OR PARTICIPATION IN MEETINGS WHERE o 1. SPECIFICATIONS: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR good bondin • Remove wrinkles and bubbles. SUCH ISSUES MIGHT BE DISCUSSED, SHALL NOT BE CONSTRUED AS VOLUNTARY ASSUMPTION BY THE ENGINEER OF ANY o RESPONSIBILITY FOR SAFETY PROCEDURES. MASONRY STRUCTURES (ACI 530.1-11/ASCE 6-99)," PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. N 2. MATERIALS: 2. IT IS SOLELY THE RESPONSIBILITY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER DOES NOT SUPERVISE, CONSTRUCTION UNLESS CONTRACTED TO DO o SO. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL a. CONCRETE BLOCK: ASTM C90. MINIMUM NET AREA COMPRESSIVE STRENGTH OF C.M.U. = 1900 PSI. GRADE N-1 o FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE b. MORTAR: ASTM C270 (USING THE PROPERTY SPECIFICATION METHOD, PARAGRAPH 3.2), TYPE S, MINIMUM COMPRESSIVE IMPOSED. STRENGTH = 1800 PSI. 00f C. BOND BEAM AND CORE FILL: ASTM C476, COARSE OR FINE TYPE, PLACE PER ACI 530.1, TABLE 5. N 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL d. JOINT REINFORCING: HOT-DIPPED GALVANIZED FINISH, 9 GAGE MINIMUM SIDE WIRES AND CROSS WIRES, EXCEPT USE REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE THIS INFORMATION WITH THE 3/16 INCH DIAMETER SIDE WIRES WHERE "HEAVY-WEIGHT" IS REQUIRED. UJ INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE e. BAR REINFORCING: ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. E REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR. f. WIRE TIES AND ANCHORS: RECTANGULAR TYPE, 3/16" DIAMETER WIRE TIES (HOT DIPPED GALVANIZED). I I II/// 10 g. CONCRETE GROUT: ALL FILLED CELLS OF MASONRY UNITS SHALL BE FILLED WITH CONCRETE GROUT (CMU BLOCKFILL) 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND A MAXIMUM SLUMP OF 9". Jw\`'�'�-, °°°°�AV� SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS. 3. REINFORCED MASONRY: WHERE VERTICAL BARS ARE TO BE GROUTED INTO CORES, THE FOLLOWING REQUIREMENTS APPLY: 4�1LL O po ° a. PROVIDE DOWELS FROM FOOTING, SAME SIZE AND SPACING AS WALL BARS. LAP 12 INCHES MINIMUM WITH WALL BAR. 00 �% 5. GOVERNING CODE: 2020 FLORIDA BUILDING CODE IN ACCORDANCE WITH ASCE 7-10 BUILDING CATEGORY II 1e=1.0, Is=1.0, Iw=1.0, EMBED INTO FOOTING 9 INCHES. =U` 00 Q z li=1.0. b. PROVIDE A CONTINUOUS VERTICAL CAVITY, AT LEAST 3"x4" IN SIZE, FREE OF MORTAR DROPPING. g� 'i. -1/ 0 C. PROVIDE REBAR ALIGNMENT DEVICES AT A MAXIMUM SPACING OF 96 BAR DIAMETERS (MINIMUM OF 2 PER BAR). C. �o° 7 o d. AT SPLICES IN VERTICAL BARS, PROVIDE 48 DIAMETER LAP. 3 6. SOIL: FOUNDATION DESIGN BASED ON MINIMUM BEARING CAPACITY OF 2000 PSF. CONTRACTOR TO VERIFY SOIL CONDITIONS PRIOR TO PLACEMENT OF CONCRETE. ORGANIC SOILS TO BE REMOVED AND STRUCTURAL FILL PLACED AND COMPACTED PRIOR e. ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED IN PLACE PRIOR TO PLACEMENT OF GROUT. ,y�°�°PROF s TO CONCRETE PLACEMENT. CONTRACTOR TO NOTIFY OWNER IF SOIL CONDITIONS DO NOT HAVE ADEQUATE BEARING CAPACITY. f. MAXIMUM HEIGHT OF GROUT LIFT= 5'-0". g. ALL C.M.U.'S USED IN REINFORCED MASONRY SHALL BE TWO CELL UNITS. a ti 7. NOTE ON TREATED LUMBER CONNECTIONS -ALL NAILS, BOLTS, SCREWS, AND CONNECTORS THAT MAY COME INTO CONTACT 1. Make diagonal Guts on weather-resistant barrier. Gently 2. Before installing window, apply a continuous bead of WITH TREATED LUMBER WILL BE HOT DIPPED GALVANIZED (HDG), STAINLESS STEEL (SS), OR OTHER MATERIALS APPROVED BY 4. MISCELLANEOUS: lift and tape in place. Cut flashing long enough to extend sealant to interior window's mounting flange.. Install win- � ND 1 THE MANUFACTURE TO MINIMIZE CORROSION CAUSED BY ACQ TREATMENT CHEMICALS. beyond opening b a minimum of the width of flashing dow per manufacturer's instructions. Using release paper as \ °°°Y c� �cS► XX a. VERTICAL COLLAR JOINTS SHALL BE FILLED SOLID WITH MORTAR OR GROUT. � � w 8. CONTRACTOR TO INSTALL FLASHING, HOUSE WRAP AND WATERPROOFING AT ALL EXTERIOR LOCATIONS IN ACCORDANCE WITH b. FILL CORE SOLID AROUND ANCHOR BOLTS. p g g P p P 1°° � z 00 ° O PRODUCT MANUFACTURER'S GUIDELINES. FLASHING SHOULD BE LAPPED FROM THE BOTTOM TO THE TOP TO ALLOW MOISTURE C. PROVIDE 100% SOLID BLOCKS OR SOLIDLY-FILLED HOLLOW BLOCKS FOR AT LEAST 4"ALL AROUND ALL EXPANSION you arc using. Attach flashing along bottom of rough a guide slowly peel back release paper and press = W O - M °oZ TO ESCAPE THE BUILDING ENVELOPE. MATERIALS USED IN LOCATIONS SUBJECT TO MOISTURE INFILTRATION SHALL BE BOLTS. opening. Flashing _ in place. _ � _ 00 APPROPRIATE FOR THE LOCATION (E.G. PRESSURE TREATED OR BARRIER COATED)TO MINIMIZE SHRINK/SWELL, ROT, OR d. HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. - N o MOLD/MILDEW CONDITIONS. ALL EXTERIOR DECKS SHALL BE FLASHED TO REJECT MOISTURE TO THE OUTSIDE OF THE BUILDING WEBS SHALL ALSO BE BEDDED IN THE STARTING COURSE ON FOOTINGS, AND WHEN ADJACENT TO CELLS OR CAVITIES U o N ENVELOPE. TO BE REINFORCED OR FILLED WITH CONCRETE OR GROUT. SOLID UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS. i Q ( �C e. PROVIDE JOINT REINFORCING AT 16 INCHES, EXCEPT AS NOTED. i y ° W °°°° \ lo B. REINFORCED CONCRETE: f. LAP JOINT REINFORCING 6 INCHES FOR STANDARD, 15 INCHES FOR HEAVY WEIGHT. /// /CERT g. WHERE MASONRY UNITS ARE USED ABOVE HOLLOW UNITS OF A DIFFERENT THICKNESS, PROVIDE A CONTINUOUS UJ COURSE OF 100% SOLID MASONRY AT LEAST 8 INCHES HIGH BELOW TRANSITION. 1. MATERIALS: h. IN ALL WALLS WITH BRICK VENEER PROVIDE RECTANGULAR 3/16" DIA. WIRE WALL TIES (FIXED OR ADJUSTABLE)AT 16" 0 0 a. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-LATEST ED. (SPECIFICATIONS FOR STRUCTURAL CONCRETE) O.C. HORIZONTALLY AND VERTICALLY. s O U b. STRUCTURAL CONCRETE: i. BLOCK PLACEMENT: ALL CELLS TO BE FILLED WITH CONCRETE SHALL BE AS STRAIGHT AS POSSIBLE. THE BLOCK C L LOCATION F'c PSI) SHOULD NOT BE STAGGERED SO AS TO CONSTRICT THE FLOW OF CONCRETE IN ANY WAY. THIS SHOULD BE Im`° FOOTINGS 3000 ACCOMPLISHED BY PLACING PIECES OF BLOCK VERTICALLY BETWEEN FILLED CELLS IN NON-MODULAR SECTION OF WALL MONOLITHIC SLABS ON GRADE, AND ALL INTERIOR CONCRETE AND ABOVE AND BELOW NON-MODULAR MASONRY OPENINGS. NOT OTHERWISE IDENTIFIED. 3000 O RAISED STEMWALL SLABS AND CONCRETE ON GRADE, PIERS, D. STRUCTURAL LUMBER ~� U) ` AND ALL EXTERIOR CONCRETE NOT OTHERWISE IDENTIFIED. 3000 BACKFILL BELOW FOOTINGS (MUD MAT) 2000 0 UJ 1. MATERIALS: C. ALL DEFORMED REINFORCING BARS: FY= 60,000. ASTM A-615 GRADE 60 > Q m a. STRUCTURAL LUMBER INCLUDING BEARING AND EXTERIOR WALL STUDS: MINIMUM PROPERTIES OF SOUTHERN YELLOW I J d. MIXES: ALL CONCRETE MIXES SHALL BE DESIGNED BY THE SUPPLIER TO MEET THE REQUIREMENTS SET FORTH HEREIN. PINE#2 z I m SLUMP: MAXIMUM ALLOWABLE SLUMP FOR CONCRETE SHALL BE 4" UNLESS OTHERWISE NOTED OR APPROVED. IF o HIGHER SLUMP IS DESIRED TO INCREASE WORKABILITY, CONTRACTOR SHALL CONSULT WITH CONCRETE SUPPLIER b. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED s ABOUT USING A CONCRETE ADDITIVE THAT WILL INCREASE SLUMP WITHOUT INCREASING WATER/CEMENT RATIO OF THE IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE ALL W '~ CONCRETE. THE CONTRACTOR SHALL VERIFY THAT ANY CONCRETE ADDITIVES WILL NOT HAVE ANY DETRIMENTAL o w EFFECTS ON EMBEDDED ITEMS, FINISHES INDICATED ON PLANS OR LIKELY FUTURE FINISHES. EXPOSED CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON SITE J T o e. FINISHING: FINISHING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 (LATEST EDITION). CURING: BEGINNING FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% 3. Embed lamb flashing into the sealant and fasten In 4. Cut head flashing se It will extend beyond lamb lash- 310 r IMMEDIATELY AFTER PLACEMENT, CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING, EXCESSIVELY HOT OR METALLIC COPPER IN SOLUTION (PER AWPA STD. M4) place, Run jamb flashing beyond sill flashing and above ing. Finally, lay weather-resistant barrier overhead flash- � � COLD TEMPERATURES, AND MECHANICAL INJURY, AND SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT A 2. SPECIFICATIONS: UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION SHALL BE GOVERNED BY w a o � o N RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR THE HYDRATION OF THE CEMENT AND THE LATEST EDITION OF: where Sill flashing will intersect. Using release paper to ing. Apply sheathing tape over both diagonal cuts. z J J 1- 3 HARDENING OF THE CONCRETE. THE MATERIALS AND METHODS OF CURING SHALL CONFORM TO ACI 301. Biel aide flashin slowl eel release a er off as ou D m Q m Q =N a. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. P g g' Y p paper Y w m w m b. U.S. PRODUCT STANDARD PS1 press flashing in place. Insure flashing covers all nails Q z z w 2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF THE ACI FIELD REFERENCE MANUAL, SP-15, IN THE FIELD OFFICE AT ALL TIMES. w w F w 3. MISCELLANEOUS 3. CONNECTIONS: and mounting slots on windows mounting Mange. c� z z z z LU a. BENT BARS, IF REQUIRED, SHALL BE BENT PER MANUFACTURE RECOMMENDATION, UNLESS OTHERWISE APPROVED. a. JOISTS TO SIDES OF BEAMS: 16 GA. GALVANIZED STD. JOIST HANGERS, UNLESS SHOWN OTHERWISE. U) b. PROVIDE SUPPORTS AS REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED REINFORCING. b. JOISTS AND TRUSSES TO TOPS OF WALLS AND BEAMS: 18 GA. GALVANIZED HURRICANE ANCHORS. o a ° 4. SLABS: C. PLYWOOD TO ROOF TRUSSES OR RAFTERS: NAILED - USE 8d RING SHANK NAILS AT 3 INCHES O/C AT PANEL EDGES AND 6 FLASHING WOOD FRAMED WALL o Z INCHES O/C AT INTERMEDIATE SUPPORTS (UNLESS NOTED OTHERWISE). PROVIDE PLYWOOD CLIPS AT MID-SPAN OF PLYWOOD BETWEEN SUPPORTS. NTS a W w a. CONCRETE SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1 R-LATEST ED. (GUIDE FOR d. ALL METAL CONNECTIONS SHALL BE SIMPSON OR USP. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURERS ° N CONCRETE FLOOR AND SLAB CONSTUCTION); ACI 332-LATEST ED. (RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL INSTRUCTIONS. CONTACT ENGINEER WITH QUESTIONS PERTAINING TO HOLDOWNS SPECIFIED ON PLANS. a a v 7 15 0 CONCRETE) MAY BE USED FOR SLABS RESIDENTIAL CONSTRUCTION e. STUD COLUMNS SHALL BE SECURED WITH 2 ROWS OF 10d NAILS @ 24" O.C. (UNLESS NOTED OTHERWISE) 3e E 13 b. CONTROL JOINTS SHALL BE SPACED IN INTERIOR SLABS ON GRADE AT A MAXIMUM OF 15-O/C, AND IN EXTERIOR SLABS, f. LOAD VALUES FOR 8d, 10d, 16d AND 20d DESIGNATIONS IN THE FASTENER SCHEDULES THROUGHOUT THIS CATALOG 2e UJ ON GRADE AT A MAXIMUM OF 10'-O/C UNLESS NOTED. REFER TO COMMON WIRE NAILS UNLESS NOTED OTHERWISE. NAILS SHALL CONFORM TO A RECOGNIZED NATIONAL Ne c. CONTROL JOINTS SHALL BE PRODUCED USING CONVENTIONAL PROCESSES WITHIN 4 TO 12 HOURS AFTER THE SLAB HAS STANDARD, SUCH AS ASTM F1667, AS PRESCRIBED BY THE MODEL BUILDING CODES. o BEEN FINISHED. REINFORCING SHALL NOT EXTEND THROUGH THE CONTROL JOINT. �o d. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE STRUCTURAL ENGINEER. ALL 4. WOOD TRUSSES 2r1 ° CONSTRUCTION JOINTS ARE TO BE KEYED. KEYWAYS SHALL BE 1-1/2 INCHES DEEP X 1/3 MEMBER THICKNESS. .3 e. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER BETWEEN SUBGRADE & CONCRETE SLAB. a. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF y f. TREAT SOIL FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. THE LATEST ADDITION OF THE NATIONAL DESIGN SPECIFICATION OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3 g. PREPARE SITE BY REMOVING ORGANIC/EXPANSIVE SOILS AND COMPACTING TO 95% PROCTOR DRY DENSITY. THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE. o h. SLAB FINISHES: (A)ALL OFFICE SPACES, RETAIL, RESIDENTIAL AND SIMILAR SLABS, SHALL HAVE A MACHINE FINISH WITH b. WOOD TRUSSES SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S REQUIREMENTS. THIS WORK n' 3r 2r J 1/8" PER 10'-0"TOLERANCE. (B)ALL EXTERIOR, WET SURFACE, DRIVEWAYS, SIDEWALKS AND SIMILAR SLABS SHALL BE SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. TRUSS ERECTION BY AN INEXPERIENCED OR _.3 FINISHED WITH ROUGH NON-SKID SURFACE (BROOM FINISH). BRUSH LINES IN THE FINISH SHALL BE PARALLEL TO NONQUALIFIED CONTRACTOR CAN RESULT IN CONSTRUCTION COLLAPSE AND/OR SERIOUS INJURY AND DAMAGE. a DIRECTION OF SLOPE. C. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND W o 0 i. THE CONCRETE SLAB-ON-GRADE HAS BEEN DESIGNED USING A SUBGRADE MODULUS OF K=250 PCI AND A DESIGN PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTE PUBLICATION "HIB-91, 2 o LOADING OF 2000 PSF. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT, SLAB COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD a0 0 3 CRACKING OR OTHER FUTURE DEFECTS RESULTING FROM UNREPORTED CONDITIONS MITIGATING THE ABOVE TRUSSES" SHALL BE A MINIMUM REQUIREMENT. c ASSUMPTIONS. d. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOT OTHERWISE ALTERED IN ANY WAY 3r 2r z a j. REINFORCEMENT FOR SLAB ON GRADE SHALL BE PLACED AT A LOCATION B/N THE CENTER AND UPPER THIRD OF THE WITHOUT WRITTEN APPROVAL OF THE TRUSS ENGINEER O a� SLAB e. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE U) o CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS E 5 > o 5. OPENINGS: SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN 2n W o E THE STATE OF FLORIDA. d o a. OPENINGS SHOWN ARE FOR BIDDING PURPOSES ONLY. COORDINATE THEIR EXACT SIZES AND LOCATIONS WITH HVAC, U 3� PLUMBING, AND OTHER REQUIREMENTS BEFORE PROCEEDING WITH WORK. 5. STRUCTURAL WOOD PANELS 4 4 w E N D I I I I I I I I I I I I N b. IF ANY OPENING NOT SHOWN ON THE PLANS IS REQUIRED, SECURE APPROVAL OF THE STRUCTURAL ENGINEER BEFORE a. FABRICATION AND PLACEMENT OF STRUCTURAL WOOD SHEATHING SHALL BE IN ACCORDANCE WITH THE APA PROCEEDING. DESIGN/CONSTRUCTION GUIDE " RESIDENTIAL AND COMMERCIAL,"AND ALL OTHER APPLICABLE APA STANDARDS. 3e 2e U) C. PROVIDE TWO#5 BARS AROUND ALL SLAB OPENINGS, EXTENDING 2 FEET BEYOND OPENING IN EVERY DIRECTION, U.N.O. b. ALL STRUCTURALLY REQUIRED WOOD SHEATHING SHALL BEAR THE MARK OF THE AMERICAN PLYWOOD ASSOCIATION. iLi I I I I I I I I I I I I a OPENINGS NOT EXCEEDING 16 INCHES x 16 INCHES MAY BE SLEEVED AS REQUIRED BY WORKING THE REINFORCING WOOD WALL SHEATHING SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE. WOOD STEEL AROUND THEM. WALL SHEATHING SHALL BE CONTINUOUS OVER TWO SUPPORTS AND ATTACHED TO ITS SUPPORTING WALL FRAMING 5 5 0 WITH 8D NAILS @ 4" O.C. AT PANEL EDGES AND AT 6" O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ON THE END & OUTSIDE ZONES WITHIN 4'-0" 6. FOOTINGS AND PIERS: PLANS. SHOULD A CONFLICT OCCUR BETWEEN THESE DRAWINGS AND THE AFOREMENTIONED CODE REFERENCES, THE OF SIDES END & RIDGE pC) N N a. DOWELS IN FOOTINGS TO MATCH VERTICAL PIER OR WALL REINFORCING. MORE STRINGENT SHALL GOVERN. zT- C\41 M � In Cflrl- 00 � r - - 3 C. ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1 OR 2. ROOF SHEATHING SHALL BE CONTINUOUS OVER PROJECT#: 211090.STR_recove b. PROVIDE CORNER BARS AT FOOTING CORNERS TO MATCH HORIZONTAL REINFORCING. MINIMUM LAP LENGTH WITH TWO SUPPORTS AND ATTACHED TO IT'S SUPPORTING ROOF FRAMING WITH 8D RING SHANK NAILS AT 6" O.C. AT PANEL ROOF WIND ZONES ZONE 5 WITHIN 4 -0 OF CORNERS HORIZONTAL REINFORCEMENT- 35 BAR DIAMETERS. C. BACKFILL AGAINST BOTH SIDES OF WALLS EQUALLY UNTIL THE LOWER ELEVATION IS ATTAINED. EDGES AND AT 6" O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ON THE PLANS. SHEATHING SHALL BE APPLIED WITH SCALE:NTS DATE: June 10, 2021 J r THE LONG DIRECTION PERPENDICULAR TO FRAMING. SHEATHING SHALL HAVE A SPAN RATING CONSTANT WITH THE O d. PROVIDE MIN. 18 INCH THICK LAYER OF GRANULAR BACKFILL FULL HEIGHT OF ALL FOUNDATION WALLS. 3 3 e. CAST IN CONTINUOUS DOVE TAIL ANCHOR SLOTS ON VERTICAL SURFACES WHERE MASONRY ABUTS, 16 INCHES O.C. FRAMING SPACING. USE SUITABLE EDGE SUPPORT BY USE OF PLYWOOD CLIPS OR LUMBER BLOCKING UNLESS WALL WIND ZONES SCALE: AS SHOWN s OTHERWISE NOTED. WIND DESIGN PRESSURES DESIGNED BY: CH a FOR PARALLEL SURFACES, AT CENTERLINE OF MASONRY FOR PERPENDICULAR SURFACES. d. WOOD FLOOR SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1 OR 2 ATTACH SHEATHING TO IT'S SUPPORTING ZONES - PSF SCALE:NTS °o f. PROVIDE LEAN CONCRETE UNDER FOUNDATIONS FOR ACCIDENTAL OVER- EXCAVATION, SOFT SPOTS AND TRENCHES. END WIND TRIG. DRAWN BY: JEM g. VENTILATING FOUNDATION WALL OPENINGS SHALL BE WITHIN 3' OF EACH CORNER OF THE BUILDING. AREA OF FRAMING WITH (1)-8D CC RING-SHANK NAIL AT 6" O.C. @PANEL EDGES AND @ 12" O.C. IN PANEL FIELD UNLESS ZONE SPEED AREA 1, 2e 2n, 2r, 3e 3r 4 5 ;`o a OPENINGS SHALL NOT BE LESS THAN 1 SQ. FT. FOR EZCH 150 SQ. FT. OF UNDERFLOOR SPACE AREA. OTHERWISE NOTED ON THE PLANS. SHEATHING SHALL BE APPLIED PERPENDICULAR TO FRAMING. SHEATHING SHALL <10 S.F. -57.8 -92.3 -109.5 +40.6 +40.6 CHECKED BY: CH HAVE A SPAN RATING CONSTANT WITH THE FRAMING SPACING. USE SUITABLE EDGE SUPPORT BY USE OF T&G PLYWOOD -44.1 -54.4 Y 7. SPLICES: UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTHS TO BE AS FOLLOWS: OR LUMBER BLOCKING UNLESS OTHERWISE NOTED. PANEL END JOINTS SHALL OCCUR OVER FRAMING. APPLY BUILDING 20 S.F. -57.8 -80.9 -92.3 +38.8 +38.8 SHEET TITLE ° ° PAPER OVER THE SHEATHING AS REQUIRED BY THE STATE BUILDING CODE. 4 FT. 160 -42.2 -50.7 =o a. VERTICAL BARS (INCLUDING DOWELS) 30 DIAMETERS e. SHEATHING EDGES SHALL HAVE A 1/8" GAP AT ENDS AND EDGES AS RECOMMENDED IN ACCORDANCE WITH THE APA. MPH 50 S.F. -49.3 -65.7 -68.2 +36.5 +36.5 o b. HORIZONTAL BARS IN SLABS & FOOTINGS 30 DIAMETERS -39.8 -45.9 w 6. MISCELLANEOUS: 100 S.F. -42.3 -54.4 -68.2 +34.6 +34.6 UJ 3: � 8. CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER AS FOLLOWS: a. USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-0" O/C MAX. FOR ALL JOISTS AND RAFTERS, USE SOLID -37.9 -42.2 STRUCTURAL NOTES E E 500 S.F. +30.3 +30.3 a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 INCHES BLOCKING AT JOIST AND RAFTER BEARING. -33.7 -33.7 N N b. CONCRETE EXPOSED TO EARTH OR WEATHER: b. USE SOLID BLOCKING AT MID-HEIGHT FOR ALL EXTERIOR STUDWALLS AND INTERIOR BEARING PARTITIONS. ALLOWABLE PRESSURES ARE FOR wlNDows AND o #5 BARS AND SMALLER 1-1/2 INCHES C. USE DOUBLE STUDS UNDER BEAM AND LINTEL BEARING, UNLESS SHOWN OTHERWISE. o DOORS, FRAMING, ROOFING AND OTHER S1 . 03 wOTHERS 2 INCHES d. PROVIDE AND INSTALL BRIDGING FOR PREFABRICATED WOOD TRUSSES AS INDICATED ON THE TRUSS MANUFACTURER'S BUILDING COMPONENTS AND CLADDING.C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: APPROVED SHOP DRAWINGS. N Z SLABS 1 INCH e. PROVIDE BLOCKING IN THE FLOOR UNDER BRACED WALL IF JOISTS PERPENDICULAR TO THE WALL. WHERE JOISTS ARE ROOF ZONES: 1 THRU 3 c N Z ALL OTHERS 1-1/2 INCHES PARALLEL TO THE WALL LINE ABOVE OR BELOW, A RIM JOIST OR OTHER PARALLEL FRAMING MEMBER SHALL BE WALL ZONES: 4 AND 5 = d. 2-1/2 INCHES PILE CAPS PROVIDED FOR CONTINUOUS LOAD PATH TO LATERAL FORCES *ZONE 5 IS THE CORNER ZONE DEFINED AS A o WIDTH MEASURED FROM A CORNER OF 4'-0". SHEET 3 OF 3 J T J Q (6