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1710 BEACH AVE RES18-0410 new home permitA�ENt�E BEp,CH WAY PAVED PUBLIC ROAD 30° RIGHT OF w m M p X TERL1N O I.t 0 U J I� �o 2� U �W QW �W Q 4 No 2 z�� ? �_ �QQ �O J Q OC) kz Z� z �Q QZ o � (f) L Q��W W� W�Co( OOZQOLAi CEr� Q Zj �W �WV�Z N N a� � N N �I M � N ai O O J m04 LL 0 z° Z m UZ) cn Z Z U Z ZP�a.w z 0 W CQ � w cr- fill Z J M Q 00 I—�Qim g-0 Z N ct o=v`"��Q v Q 41 LC � U D���j�O ` fO��jai .. a'n0 WQ N v'�LC �OIti?lij�®_ Q Cf)J j p p Z C)CK N D w N � D 5 j CCrja Z O Q y Q o F— C) .— ' Q i C7 Q �O N m(�j� Q Luw kOZZo 5 Q wW�'K CN LIJ //per� ir O Q- 00 Z F2 W Q W Q�W <0 O O Q? 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O CD M. z N m N � nZOn � � co"'aom ��jntr Z m O ;j ��2ao : !: Ln r�0-rri Cpr-u)0 Z -ri ^lrr, _oZZ O :70 W rn \ y o� ao o� zm r I.c)--I-I�o-1 oo�Qc-'co o��oo CO GO C) �:u rrl Z C) Fri rc-0(JJ � �S,�70 rrl nI- ( n rTl �IZ�ORicri r1l GaO�Cn;pC.�N�'"Z O N ��Z co :,j rrv- n LO cn C) F4Z Ell �-Rl� a200?O LO ~O o� -0o 50 r?aa aZJ a ~�-2 0 O O r- ~ L,) 00 rTlZ c�cn O 0 oti �a� c 0 r'l 0z z z wQ-8 o119d N X fes._ w m 1 to 1--A 100 14 -OMD a a 1 7-05-00 EK PLATE APPR 11-08-00 SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements cf the shop drawings. Contractor shall determine and verify all held measurements. APPROVED ❑ RETURNED FOR COiRECTION ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL LET R COMMENTS BY DATE 4j� HULSBERG ENGINEERING, INC. FL CERT. 25346 11481 ST. AUGUSTINE RD. #202 JACKSONVILLE, FL 32258 AL #'S 2197.2-2197.4, BOISE EWP PRODUCT #'S L JOISTS F L 1392-R2 I -R2, BCI HAnH LEGEND 101-1/8" 20 9" 30'4-7/8" - Per ANSIITPI 1-2002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. All hangers are to be Simpson or equivalent U.N.O.- Use 10d x 1 112" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. Dimensions are Feet -Inches- Sixteenths Notes: No back charges will be accepted by Builders FirstSource unless approved in writing fust.. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact. with truss plates 6.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-Bl Summary Sheet: Guide for handling, Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, seta, so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads -on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be. sealed by the truss design engineer. Gable end trusses require continuous: bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truse drawings and truss placementt plans for proper orientation and placement. uilder FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904.772-6100 FAX: 904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Builder Pillar Construction Legal Address: 1710 BEACH AVENUE Model: GRIFFITH Date: Drawn By: Original Ref #: 11/15/18 CRB 1470875 Floor 1 Job #: Floor 2 Job #: Roof Job #: 1503486 11503491 11470875 WOOD POWER POLE* _ ( 50.55' FIELD 50.00' ---------------- ---- (50.08' FIELD ) SEWER 50.00' VALVE M LOT 10 (EXCEPT THE SOUTH 10.00 FEET) I I ( I I I _ 54.40' ! I (THE SOUTH 10.00 - 5' BRL FEET OF LOT 10) ' _ -__ ___ _-__ • 1 _;_ 0 - CONSTRUC j ION -- -- --- __ _ _____-NE_W. -_-___ ___ _____T ---- ------ --------------- - ONE MATERIAL LAY 6' UTILITY EASEMENT-' '" 1 e F. _ a DOWN ARA STORY 54.40' t ` ----------- - ° ------------------------------ N E W -------ARF,O--------- --= a ` NEW al ----------------------- -- I GRAVEL IFZT CONC. i WALKIINAY----- �_, I DRIVE ___ ___ ___ --.-_ I- I NEW GRAVEL j - I I 1 I I 8 - 1 DRIVEWAY j 1 1 NEW NEW I GRAVEL I A CONC. I o � �� �---, _� I APRON I Q EQUIPMENT= ® , 0 ;2 , AREA. - T , 'N W i I ry '•. I I 1 a U I I i I m I I I I 8 Z, ----- -'---- I ------------ NEW W a I 1 I I PERVIOUS j PAVE j > Q ri•- l� POOL I a +- �I TERR CE _ Q AC PAD--' NEVI, ;= r , I rTrI V POQL 1 1 0 ❑ \ - i --- I l l l ; I J 1- I I— "77o m y W CD O —j I-0 LL I 10 0IIN i O ----- -----1 a I I co O I Ji J iln II _ I_ m; 3 STORY •--------------- ---------- • I L01 WOOD FRAME o II RESIDENCE i� w I zj No. 1710 I- I 1 r I (� W ' I B V Q I I 1 1 ✓ 1 1, 1 11 1 I- I- Z F. F. E. = 13.10 i �I U i l I I U I I � --------�---- it I i I II ® I- I ' I i I CONSTRUCTION_- ;i---- SILT FENCE (TYO) TOILET _- SEE DETAILS j I II NS NEW Tl4(� cT/ON GRAVEL /�jps WALKWAY TER I I I _ , I I J ( 54.45' FIELD ) 54.50' CORAL STREET ---------------------- ----�STO_RM_ --- 40' RIGHT OF WAY PAVED PUBLIIC ROAD ,/ �iarckitqctural!5!te p ar SP1 SCALE: 1" = 101-0" IRE HYDRANT• WATER NEW 4'X 4' VALVE CONCRETE APRON - — — CEN — —INE---------------- GRIFFITH RESIDENCE 1710 BEACH AVENUE ATLANTIC BEACH, FLORIDA SHEET INDEX SP1 SITE PLAN D1 DRAINAGE PLAN Al FIRST AND SECOND FLOOR PLANS A2 THIRD FLOOR AND ROOF PLANS A3 EXTERIOR ELEVATIONS A4 EXTERIOR ELEVATIONS A5 EXTERIOR WALL SECTIONS A6 ELECTRICAL PLAN A7 ELECTRICAL PLAN S1 GENERAL NOTES S2 FOUNDATION PLAN S3 WALL LAYOUT FIRST FLOOR S4 WALL LAYOUT SECOND FLOOR S5 WALL LAYOUT THIRD FLOOR S6 TRUSS LAYOUT FIRST FLOOR S7 TRUSS LAYOUT SECOND FLOOR S8 TRUSS LAYOUT THIRD FLOOR S9 TIE DOWN LAYOUT FIRST FLOOR S10 TIE DOWN LAYOUT SECOND FLOOR S11 TIE DOWN LAYOUT THIRD FLOOR SD1 FOUNDATION DETAILS SD2 SECTIONS AND DETAILS (1 OF 2) SD3 SECTIONS AND DETAILS (2 OF 2) CODE REQUIREMENTS * TYPE 513 OCCUPANCY CLASS- GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBIL TY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CIN OF ATLANTIC BEACH ZONING AND CONStRUCTION CODES. i * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK * ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. * A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. COMMUNIT DEVELOPMENT APP OVED a & g FFR 15 2019 of KEVIN I,. MULLICAN PF15I6NF'r_1'_j INC COVERAGE OF LOT EXISTING COVERAGE: LOT AREA: 6,530 S.F HOME S.F.: 1,025 S.F. DRIVEWAY: 1,250 S.F. WALKWAYS: 305 S.F. TOTAL IMPERVIOUS: 2,580 S.F. % OF COVERAGE =2,580 _ 6,530= .40% PROPOSED COVERAGE LOT AREA: 6,530 S.F. (ALLOWABLE COVERAGE: 6530 x 50% = 3265 &F.) BEACH COMMEN,'S BUILDING S.F.: 2,700 S.F CARPORT: 317 S.F. DRIVEWAY: (GRAVEL) 0 S.F. POOL TERRACE: CITY OF ATLANTIC (PERVIOUS PAVERS) 180 x.5 = 90 S.F. POOL COPING: 65 S.F. WALKWAYS (GRAVEL): 0 S.F. EQUIP. AREA (GRAVEL): 0 S.F. CARPORT DRIVE: 90 S.F. TOTAL IMPERVIOUS: 3,262 S.F. % OF COVERAGE = 3,262 _ 6,530 =.50% NSW NOME F OP-1- F_ & C Nr"'IS F I TH & PILLAP-,,- LLC C 0 N UC _rI 0 N X167 5-r, JOHN5 f3LUFF P,,,OAP 5ouTH JAK FL, 32246 C6C 126 2296 C6C 60445 lTCN i� C�I,I�Ap 511-F- PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall a remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: � Sheet No. Date: 111 161 2018 Scale: 111 . 101-011 Drawn: K � M. Checked: REVISIONS: CITY OF ATLANTIC BEACH COMMEN,'S FNo:DATE: CITY OF ATLANTIC BEACH COMMENTS CITY OF ATLANTIC BEACH COMMENTS CITY OF ATLANTIC BEACH COMMENTS NSW NOME F OP-1- F_ & C Nr"'IS F I TH & PILLAP-,,- LLC C 0 N UC _rI 0 N X167 5-r, JOHN5 f3LUFF P,,,OAP 5ouTH JAK FL, 32246 C6C 126 2296 C6C 60445 lTCN i� C�I,I�Ap 511-F- PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall a remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: � Sheet No. Date: 111 161 2018 Scale: 111 . 101-011 Drawn: K � M. Checked: GRIFFITH RESIDENCE 1710 BEACH AVENUE ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 6,530 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 2,580 S.F. TOTAL IMPERVIOUS 2,580 S.F. = .40 % DESCRIPTION AREA LOT AREA 6530 x 50% = 3265 &F.) ONE 1 ----------------- BUILDING S.F.: (SQ. FT.) (SQ. FT.) (SQ. FT.) licit WtCI Eich IMPERVIOUS 2,580 6,530 1.00 0.40 PERVIOUS 3,950 6,530 0.20 0.12 RUNOFF CO. (C) = RUNOFF CO. (C) = 0.52 PRE DEVELOPMENT RUNOFF VOLUME = 0.52 x 6,530 S.F. x 9.3 in. / 12 in. / ft V = 2,632 cu. ft. POST DEVELOPMENT AREAS: LOT 6,530 S.F. BUILDING AREA 2,700 S.F. CARPORT, DRIVEWAY, POOL, TERRACE, PADS, STOOPS.- 562 S.F. TOTAL IMPERVIOUS 3,262 S.F. = .50 % DESCRIPTION AREA LOT AREA 6530 x 50% = 3265 &F.) ONE 1 ----------------- BUILDING S.F.: (SQ. FT.) (SQ. FT.) licit Wtd ttcit IMPERVIOUS 3,262 6,530 1.00 0.1150 PERVIOUS 3,268 61530 0.20 0.'10 404 cu. it. RUNOFF CO. (C) = 0.60 j POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 6,530 S.F. x 9.3 in. / 12 in. / ft V = 3,036 cu. ft. DELTA VOLUME = 3,036 - 2,632 = 404 cu. ft. STORMWATER STORAGE REQUIREMENTS (ALLOWABLE COVERAGE: 6530 x 50% = 3265 &F.) ONE 1 ----------------- BUILDING S.F.: AREA % IMPERVIOUS RUNOFF= VOLUME PREDEVELOPMENT 6,530 s.f. 40% 2,632 cu. ft. POST DEVELOPMENT 6,530 s.f. 50% 3,036 cu. ft. STORAGE VOLUME REQUIRED. ------------------------- NEW WALKWAYS (GRAVEL): 404 cu. it. STORAGE VOLUME PROVIDED: a - • d • j 703 cu. it. PROPOSED STORAGE AREA: EXFILTRATION = 790 S.F. x 2' DEPTH= 1580 CU. FT. x 30% = 474 CU. FT. RETENTION #1 = SLOPE: 207 S.F. X 4" DEPTH X.5 = 34 CU.FT. FIELD: 225 S.F. X 4" DEPTH = 75 CU. FT. STORAGE = 34 + 75 = 109 CU. FT RETENTION #2 = SLOPE: 192 S.F. X 4" DEPTH X.5 = 64 CU. FT. FIELD: 170 S.F. X 4" DEPTH = 56 CU. FT. STORAGE = 64 + 56 = 120 CU. FT. TOTAL RETENTION = 109 + 120 = 229 CU. FT. TOTAL STORAGE (EXFILTRATION 474 + RETENTION 229 = 703 CU. FT. FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. �~ PROVIDE GUTTER AND DOWNSPOUTS ON NEW CARPORT WITH PIPING i SILT FENCE (TYP) TO RETENTION AREA AND TO CORAL STREET. SEE DETAILS I I V V I I I I II --------------- -- -- ----- .------- ------ i ---------------------------------------- ----- ---' ----------- -- NEW -- ------ r -' b' 6' UTILITY EASEMENT 1 L-- 7-rr� I' I 111 PROVIDE GUTTER AND DOWNSPOUTS � ; I ; i pp ; L O ON NEW HOME WITH PIPING T~ _ i 2 TO RETENTION AREA AND - - ; i� W TO CORAL STREET. ' m I o 1 ----- -----; ; I- j co I I I a---------------- • 1= j 1 3 STORY I� I 1 WOOD FRAME i ,= W1 ZI a ! RESIDENCE ! i i i' J I 1 ; ; No. 1710 W I BEACH AVE ;_ z I ;I v I Li i �- SILT FENCE (TYP) SEE DETAILS =i `------------ ® -- SILT FENCE (TYI,) ------------------------------ I� S E DETAILS j -F---I--------------- ' RETEN_TION ��� \�� RETENTION .' i �_ I II �i I I I I I- I'I PROVIDE CORRUGATED PIPE -ll I I �; ---_ _ -_ ___ - _ ___ ,J� WITH POP UP DRAIN TO CORAL STREET. i I WOOD POWER POLE •FIRE HYD NT I D4 • SEWER WATE I VALVE E NEW NEW 4' X 4' i C O R A L S T R E E T GRAVELCONCRETE WALKWAY/APRON j ---------------------------------------- STO_RM_ i ----� DRAIN------ 40' RIGHT OF WAY PAVED PUBLIC ROAD 1 architectural draina e Ian D1 SCALE: 11. = 10'-01, CENTE PROVIDE GUTTER ANDOWNSPOUTS ON NEW HOME WI PIPING TO RETENTION A EA AND TO CORAL ST ET. RETENTION AREAS TO DRAIN TO CORAL STREET. A COUNITY DEVELOPMENT TIPPROVED KEVIN F,. M UL, L, I CAN nE51GN�p, INC C904> 745-5X574 COVERAGE OF LOT EXISTING COVERAGE LOT AREA: 6,530 S.F. HOME S.F.: 1,025 S.F. DRIVEWAY: 1,250 S.F. WALKWAYS: 305 S.F. TOTAL IMPERVIOUS: 2,580 S.F. % OF COVERAGE =2,580 = 6,530= .40% PROPOSED COVERAGE LOT AREA: 6,530 S.F. (ALLOWABLE COVERAGE: 6530 x 50% = 3265 &F.) ONE 1 ----------------- BUILDING S.F.: 2,700 S.F CARPORT: 317 S.F. DRIVEWAY: (GRAVEL) _ POOL TERRACE: A STORY I 1 d 180 x.5 = 90 S.F. POOL COPING: ------------------------- NEW WALKWAYS (GRAVEL): 0 S.F. _'_ 1 -_- --- ---- -CARPORT----------L a ° a - • d • N EW 90 S.F. TOTAL IMPERVIOUS: GRAVEL I1 d° v ----------------------------- - CONC. WALKWAY ! - - = 1 DRIVE 1 I - NEW j --I NEW CATCH i! BASIN WITH ; 1 ' :9 '° GRAVEL j ' DRIVEWAY , PIPING TQ ---J i e, NEW I I RETENTIQN AREAS. i NEW GRAVEL OQ �---, , CONC. I o EQUIPMENT] L ; ��, 1 i 1 I LL13 i. APRON I W j Q O AREA. ' 1 f r U II Z 1 I 1 - NEW W PERVIOUS > j o I PAVER POOL Q j > Q a- 1 , 1 I ❑ 1 !` i- TERRACE II I Q 1 NEW i '= I L-- 7-rr� I' I 111 PROVIDE GUTTER AND DOWNSPOUTS � ; I ; i pp ; L O ON NEW HOME WITH PIPING T~ _ i 2 TO RETENTION AREA AND - - ; i� W TO CORAL STREET. ' m I o 1 ----- -----; ; I- j co I I I a---------------- • 1= j 1 3 STORY I� I 1 WOOD FRAME i ,= W1 ZI a ! RESIDENCE ! i i i' J I 1 ; ; No. 1710 W I BEACH AVE ;_ z I ;I v I Li i �- SILT FENCE (TYP) SEE DETAILS =i `------------ ® -- SILT FENCE (TYI,) ------------------------------ I� S E DETAILS j -F---I--------------- ' RETEN_TION ��� \�� RETENTION .' i �_ I II �i I I I I I- I'I PROVIDE CORRUGATED PIPE -ll I I �; ---_ _ -_ ___ - _ ___ ,J� WITH POP UP DRAIN TO CORAL STREET. i I WOOD POWER POLE •FIRE HYD NT I D4 • SEWER WATE I VALVE E NEW NEW 4' X 4' i C O R A L S T R E E T GRAVELCONCRETE WALKWAY/APRON j ---------------------------------------- STO_RM_ i ----� DRAIN------ 40' RIGHT OF WAY PAVED PUBLIC ROAD 1 architectural draina e Ian D1 SCALE: 11. = 10'-01, CENTE PROVIDE GUTTER ANDOWNSPOUTS ON NEW HOME WI PIPING TO RETENTION A EA AND TO CORAL ST ET. RETENTION AREAS TO DRAIN TO CORAL STREET. A COUNITY DEVELOPMENT TIPPROVED KEVIN F,. M UL, L, I CAN nE51GN�p, INC C904> 745-5X574 COVERAGE OF LOT EXISTING COVERAGE LOT AREA: 6,530 S.F. HOME S.F.: 1,025 S.F. DRIVEWAY: 1,250 S.F. WALKWAYS: 305 S.F. TOTAL IMPERVIOUS: 2,580 S.F. % OF COVERAGE =2,580 = 6,530= .40% PROPOSED COVERAGE LOT AREA: 6,530 S.F. (ALLOWABLE COVERAGE: 6530 x 50% = 3265 &F.) BUILDING S.F.: 2,700 S.F CARPORT: 317 S.F. DRIVEWAY: (GRAVEL) 0 S.F. POOL TERRACE: A (PERVIOUS PAVERS) CITY 00 ATLANTIC BEACH COMMENTS 180 x.5 = 90 S.F. POOL COPING: 65 S.F. WALKWAYS (GRAVEL): 0 S.F. EQUIP. AREA (GRAVEL): 0 S.F. CARPORT DRIVE: 90 S.F. TOTAL IMPERVIOUS: 3,262 S.F. % OF COVERAGE = 3,262 _ 6,530 =.50% NSW NOME F Op J�NNI��I? & CHP",15 Gf?I�FITN & I'IL�AI? LLC CONSif2LICtION 316-7 ST. JOHN5 [3LUFF P -,,OAP SOUTH JAX, FL, X22-46 C13C 126 2296 C6C 60445 Af?CHITF-CTUAL Pl;�AI NAGF_ PIAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. job No: 17-203 Sheet No: Date: !1/ 1612018 Scale: 111 , 0_011 Drawn: V G AA C hocked: DATE: REVISIONS: 1 ENo: 2 1./x/19 C1�' C : F .^-T AINIT!C BEACH C(I BN Ts 3 A 2112/19 CITY 00 ATLANTIC BEACH COMMENTS NSW NOME F Op J�NNI��I? & CHP",15 Gf?I�FITN & I'IL�AI? LLC CONSif2LICtION 316-7 ST. JOHN5 [3LUFF P -,,OAP SOUTH JAX, FL, X22-46 C13C 126 2296 C6C 60445 Af?CHITF-CTUAL Pl;�AI NAGF_ PIAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. job No: 17-203 Sheet No: Date: !1/ 1612018 Scale: 111 , 0_011 Drawn: V G AA C hocked: ri"*� south elevation A3 SCALE: 1/4" = 1'-0" FAI 2 nOrt% elevation ���3SCALE: 1/4" = 1'-0" ALUMINUM CHIMNEY CAP WHITE VINYL RAILINGS 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER CONTINUOUS P.T. 2" x 8". 2 x HARDI TRIM BOARD 12" SQUARE PAINTED COLUMN WHITE VINYL RAILINGS ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARDI BOARD 1" x 8" TRIM BOARD. HARDI LAP SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. VINYL SHUTTER 2 x HARDI TRIM BOARD THIN BRICK VENEER ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. HARDI BOARD AND BATTEN SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. SMOOTH STUCCO OVER C.M.U. ALUMINUM CHIMNEY CAP 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER CONTINUOUS P.T. 2" x 8". 2 x HARDI TRIM BOARD ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARDI BOARD 1" x 8" TRIM BOARD. HARDI LAP SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. 2 x HARDI TRIM BOARD HARDI BOARD AND BATTEN SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. SMOOTH STUCCO OVER C.M.U. COUNITY DEVELOPMENT TPPROVED KEVIN E. M UL, L, I CAN PF1516NF-1Y, INC. C904> 74> - 5?5-74 No: DATE: REVISIONS: 1 2 3 a 2�12/19 CITY OF ATLANTIC BEACH COMMENTS NEW NOME WIN J�NNI��f? & CNf?IS I TH & I'IL�AI� LSC CONSTRUCTION 3167 St. JOHNS 13LUFF P -,,OAP 5OUTH JAXJ FL, 32246 C13C 126 2296 C6C 60445 pecked: , �x�r?Ior� �I-F_VAfION5 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. ,lob No: 17-20'3 Sheet No: Date: 11/ 16/ 2018 Scale: I/ ,q"-1'-0" A�5 Drawn: v r nn pecked: , HARDI BOARS ZIP WALL SHE 2" x 6" STUDS SMOOTH STI. OVER C.M.U. LOCATION OF PRE MANUFACTURED WHITE VINYL RAILINGS SPIRAL STAIR. i I 12 M 12.5 I 8'-0" CEILING = ROOF DECK to 4 TOP OF WINDOW 12" SQUARE PAINTED COLUMN SIN 00 00 WHITE VINYL RAILINGS m THIRD FLOOR C" 9'-0" CEILING TOP OF WINDOW -- HARDI LAP SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. OEll -1 SIN _ LO c _ M 0) p i HARDI SHAKE SIDING 00 IN GABLES. SECOND FLOOR — cYily 10'-0" CELIING THIN BRICK VENEER ON TOP OF WINDOW ZIP WALL SHEATHING ON _ 2" x 6" STUDS @ 16" O.C.. rIN r i HARDI BOARD AND BATTEN SIDING ON o ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. bo FIRST FLOOR Lj FINISH GRADE A 1 east elevation A4 SCALE: 1/4" = 1'-0" 2n \/CAMA Mr l nrrr.-r..r... ...... _— ,. .-- 12 —72.5 ALUMINUM CHIMNEY CAP 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER CONTINUOUS P.T. 2" x 8". - 2 x HARDI TRIM BOARD ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARDI BOARD 1" x 8" TRIM BOARD. HARDI LAP SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON 7/16" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER CONTINUOUS P.T. 2" x 8". 1 x HARDI TRIM BOARD HARDI LAP SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C..P RDI SHAKE SIDING IP GABLES, RDI BOARD AND BATTEN SIDING ON ZrWALL SHEATHING ON 2 TUDS @ 16" O.C.. A 2 west elevation A4 SCALE: 1/4" = 1'-0" ►W 10'-0" CELIIn TOP OF WINDOW FIRST <—IN A r 00 O i i FINISH, RADE V I N F, M 11, 1,ICAN] I�F,SIGNF,I:, INC, EXISTING SQUARE FOOTAGE UPPER LEVEL = 1810 12 SQUARE PAINTED COLUMN S OOTH STUCCO O ER C.M.U. No: DATE: REVISIONS: 2 1/4/19 CITY OF ATLANTIC BEACH COMMENTS 4_ 2/12/19 CITY OF ATLANTIC BEACH COMMENTS ■ ■ N� W HOME �Oh JNNI��� & CHRIS I CON S�L�C�'I ON �1�7 5�, JOHNS P -,,OAP SOUTH JAK FL, 152246 C[3C 126 2296 C6C 60+4 ? COMMUNITY EVELOPMENT This drawing is an instrument of service and the property of Kevin E. Mullican. and shall APl/�� Y remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 17.203 Sheet No: Date: 11/ 16/ 2018 Scale: I/ �h"-I'-0]f A4 Drawn: ;hecked: ■ O 1 wall 50dion A5 SCALE: 1/2" = 1'-0" *SEAL ALL TYVEKo JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEKo TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS. (ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. TYPICAL WALL CEDAR SHAKES WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"4" WOOD STUDS w/ R-19 BATT INSULATION MINIMALLY EXPANDING 1/2" GYPSUM BOARD POLYURETHANE FOAM OR APPROVED CAULK INSTALL TYVEKo FLEXWRAPTM (AROUND WINDOW RSO) OVER MOUNTING FLANGE. LAP WINDOW WITH TYVEKo & TAPE JOINTS, INTEGRAL MOUNTING FLANGE 3 W InjoW ho(aj jet(ail_ �A5NTS WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO) CAULKING WRAP TYVEKo INTO OPENING & TAPE TO TYPICAL W L SILL (ESP. @ CORNERS) USING TYVEKo FLEXWRAPT- CEDAR SHA ES WOOD FUR NG LAP & TAPE TYVEK. TYVEKo HO EWRAPo AT JOINTS(LIPPER SHEET 7/16" PLYW D SHEATHING OVER LOWER SHEET) 2"x6" WOOD >TUDS W/ R-19 BAT INSULATION 1/2" GYPSU BOARD FASTEN TYVEKo FLEXWRAPTM CORNER USING MECHANICAL FASTENER o INSTALL TYVEKo FLEXWRAP,- AROUND PERIMETER OF OPENING o®` o 4 Winjow sill j tail A5 NTS - r -,F, V M 11, L, I CAN PF1516NF1?, INC. C 909 745-557FY NO: DATE: REVISIONS: 2/12/11 CITY OF ATL BEAC:HCO]M. NSW NOME �Op J�NNI�Ep & CNI:IS Gf'I��IiN . & pILLAp LLC . CON511'.UCtION 316 5-r, JOHNS 13LU�F pOAI� SOU7N JAX-1 FL, 32296 Cl3C 126 2296 C6C 6045 ■ IN �XTF-PIoI? WAL� SF_C_rION5 This drawing is on instrument of service and the property of Kevin E. Mullican'and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to COMMUNI DEVELOPMENT Such use. /� �^�, Job No: I7-203 Sheet Nc: %'�P OVE ate: 11/16/2018 Score: 1/2" -I' -O" prawn: A� necked: ■ (3 c cs► 1 c v DESIGN SPECIFICATIONS: GENERAL NOTES: Clay Masonry (Brick): 13. Fasten plies of 1/<" wide engineered lumber as follows: Q Project has been designed in accordance with the 6th Edition 2017 Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 2 -ply beams with (3) rows of 0.131"x3 Y<" nails @ 12"o:c. J 9 ( ) 9 P P q p J All concrete slabs on rade shall be the thickness as indicated on the drawings over 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 00 ( (site), 8• g g 3 -ply beams with (3) rows of 0.131 "x3 1/4' nails @ 8"o.c. (each side) 'n Code, Residential, and the Florida BuildingCode, ExistingBuildingas applicable). Architectural, civilelectrical, mechanical (plumbingand HVAC), waterproofing,minimum 6 mil.polyethylene vis ueen va or barrier. Slabs shall be reinforced with Hollow Brick, respectively. Grade MW shall be used. c N and flashing requirements are not addressed in these plans. ( q ) P 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. w �� N 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, L M E DESIGN CRITERIA: 2, Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. o _i o or fibermesh reinforcement shall be used with a minimum fiber length of �" to 2 �" STRUCTURAL STEEL: 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall ell w 0 complying with ASTM C 1116. The dosage amount shall be 0.75 to 3.0 pounds per P N cm Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type openings greater than 16" in either direction, and shall be spaced no more than 36" tJJ c cubic yard in accordance with manufacturer's recommendations. 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and = Basic Wind Speed: 130 mph of construction and occupancy. o.c. and placed within 12" of the openings. ! aa) Erection of Structural Steel for Buildings (latest editions). E > a) Building Risk Category: II 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and a. Welded Connections: AWS D1.1 o z Wind Exposure: D (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall O c other deleterious material. Structural fill shall be compacted to a density of at least b. Structural Steel plates: ASTM A36 (Fy-_ 36 ksi) or ASTM A572 (Fy=50 ksi) 0 w Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary 95% of the Modified Proctor Maximum D Density (ASTM D1557). Termite protection have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural t W- = o a� Dry Y P 3 Seel shapes: ASTM A992 (Fy-50 ksi) cn � L Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during 22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. U a) shall be provided in accordance with applicable code requirements. If soil treatment d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) Q -0 Wind -Borne Debris: NOT located in the wind-borne debris region construction. is used, the treatment shall be done after all excavation, backfilling, and compaction Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) E n, is completed. f. Structural Steel Round HSS or Pipe: ASTM A500 F -46 Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for p (y- ksi) or � � o = owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. supporting brick veneer over openings. This angle will not be required for arched ASTM A53 (Fy=35 ksi) o N 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be I 3 determination of grade elevations, drainage features, and special requirements compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then 2. All structural steel connections and fabrications shall comply w 3 associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, the steel angle shall be attached to the wood framing with YB" x 3" la s with AISC specifications. N plates, openings, sleeves, hangers, slab depressions, or other components as may be (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. g g g crews @ 12" E5 co P9 P P Y o.c. or Simpson Y" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 2 U) DESIGN DEAD LOADS: required to attach and accommodate other work. 11. The following minimum concrete cover shall be provided for reinforcement: x Ci o WOOD FRAMING: a) to Floors: 6. All details and sections shown on the structural drawings are intended to be typical 3" Concrete cast against and permanently exposed to earth 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes Of N 2 Concrete exposed to earth or weather shall not be used. w The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except 1 %" Concrete not exposed to earth or weather 1. All wood framing has been designed in accordance with "National Design Specification c z_ wood subflooring over wood truss, wood 1 -joist, or solid sawn lumber framing. The floor where indicated otherwise. (NDS) for Wood Construction," 2015 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n.~ covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following 101 Z w notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor 2. Southern Yellow Pine member design incorporates design values for all sizes and minimum lengths: g P g 6. All structural steel shall be shop -painted with SSPC Paint 15 r N O o shall contact the Engineer for clarification in cases of conflict between the structural grades of visually graded Southern Yellow Pine dimension lumber per "Supplement (ed oxide) primer. Prior Q coli #4 bars: 21" minimum to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Clean ng". to Roofs: drawings and any drawings prepared by others prior to commencing work. #5 bars: 26" minimum No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by g ' o F__: 00 Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss)#6 bars: 32" minimum the Southern Pine Inspection Bureau (SPIB). 1 0 OR Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel Q a The design of the project structure assumes an allowable soil bearing capacity of surfaces exposed and visible to the exterior of the structure. rn Refer to Architectural Plans for Roof Covering System 9 p 1 g P Y 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. 3. All wood members exposed to weather or in contact with masonry, concrete or soil' O 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the g shall be treated with an appropriate preservative suitable for the exposure conditions. n n DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction 8. Field touch-up after installation where required to restore final finish. -O00 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support specified in the soils report shall be followed unless more stringent requirements are . 4If ACID treatment is used on any wood member, then all nailing shall require reinforcing steel. Support items which bear on exposed concrete surfaces shall have HARDWARE AND ANCHORS: Floors: specified in these plans. ends which are plastic tipped or stainless steel. hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM B695, Class 50. c If borate treatment is used then galvanizing is not required. cv Exterior Balconies: 40 psf 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, o Exterior Decks: 40 psf CONCRETE: MASONRY: Stairs: 40 psf (or 300 Ib point load) 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for United Steel Products (USP), or Engineer approved equal. a CD Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for Metal Plate Connected Wood Truss Construction TPI 1-2014 ." c Structural Concrete," ACI 318 14, and "Specification for Structural Concrete," ACI 301. General: ( ) 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM 2' All Other Areas: 40 psf p U) 6. All trusses shall be designed b the Truss Manufacturer's registered F1554, Grade 36. N Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 1. All masonry work shall be in accordance with "Building Code Requirements for 9 Y g'stered Engineer. FLORIDA C.A. NUMBER: 25846 Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI 3. All metal connectors and hardware which are exposed to the exterior or in contact Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi 7. The Truss Manufacturer shall submit shop drawings and design notes with a p o 530.1-13 P g 9 with ACID pressure treated lumber shall be Type 316 stainless steel or With Limited Storage: 20 psf Structural slabs, walls, beams and columns: fc=3000psi registered Engineer's seal for approval. Design notes shall include the rated load P Yp galvanized per ,, Designated radon zones only all concrete: fc=3000 sl ASTM Al 53, Class C, or ASTM B695, Class 50. 4 �tttunutitnu,�►� With Storage: 30 psf (fixed stair access) g Y - p 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of capacity of the truss to truss connectors, and the manufacturer's license to fabricate a� pThr, . 3000 psi erASTM C1019. Grout shall be mixed to provide a slum between 8" to 11". trusses utilizing the connector system proposed. The contractor shall approve ;v �o`'��*�Q Roofs: 3. Cement shall conform to "Specification for Portland Cement" ASTM C150 P P P P 4. Anchor adhesives shall be either SET 3G by Simpson Strong -Tie or HIT-HY 200 by ca �0 0 • p ( ) fabrication and installation drawings showing size, shape and layout. Hilti with Florida Product Approval and installed according to the manufacturer's `o V�.• �C NS Less than 4:12 slope: 20 sf F p p 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used instructions. Holes shall be cleaned of all debris and brushed out nor to Installation c ,' 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 8. Jobsite handling and erection, including temporary bracing, during Installation of P in brick veneer. g g P �' g, g of an adhesive. a`> _ 50791 trusses shall comply with TPI / WTCA BCSI 1. DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic ai ° ROOF COVERING: N * 71r material or other substances that are deleterious to concreteor steel reinforcement. 4. The contractor shall be responsible for the design and installation of all flashing. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened ;• TE O Walls: to their supporting walls F ort IIs or beams with metal connectors as noted oted in the Truss Concrete Masonry (CMU): 9 1. The contractor shall be responsible for the design installation of the roof covering 3 Wind loads with plaster or stucco finish: U360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Connection Schedule. P 9 g '.�� .�A, Wind loads with other brittle finishes: L/240 structural drawings. All reinforcing details shall conform to "Details and Detailing of system. EI 1. Concrete masonry units (CMU) shalt be ASTM C90-14, Hollow Load -Bearing Concrete _o , �'• ., ,...••"'� Wind loads with flexible finishes: U120 or U180* Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural 10. All able ends shall be balloon framed or braced in accordance with the a / Masonry Units, normal weight, with a minimum compressive strength of 1900 psi 9 applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the L ,� ® Qt �•N�``°�`, * L/180 for exterior walls with interior gypsum board finish. drawings. (fm=1900 psi). detail as shown in the structural drawings. P g P y g O "►u ``' Floors: manufacturer's requirements. Live Load: L/480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement 2. All continuous reinforcing steel in mason shall be lap -spliced with the following 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall c FLOYD S. SIMPSON, PE Total Load: 0240 * shall be in accordance with "Standard Tolerances for Concrete Construction and 9 masonry 9 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation minimum lengths: be provided by others. E FL PE No. 50791 * Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. 9 Manual," and the manufacturer's requirements. T OMMENTS #4 bars: 20" minimum #5 bars: 25" minimum 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according c Roofs: #6 bars: 30" minimum specifications: to the manufacturer's requirements. Live Load: L/240 LVL or Parallam LSL Total Load: L/180 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts. Fb=2,60,000 psi Fb=2,3 5 psi psi 5. The contractor shall be responsible for the design and installation of all metal flashing C Fb=2,600 psi Fb=2,325 psi and valley material. 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall Fc =750 psi Fc =900 psi o height exceeds 5'-0". Fv=285 psi Fv=310 psi a� 5. Beam reinforcement shall be continuous across control joints. o a� 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Q structural drawings. 0 0 c 2 C c a c c c N All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. v; c rn WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE(4) Pos Neg Pos Neg Fasteners Anchorage (U.O.N.) A35 0 to 20 sf 30.9 -41.4 30.9 33.5 20.1 to 50 sf 29.6 -38.5 29.6 -32.2 50.1 to 100 sf 27.8 -34.8 27.8 -30.4 100.1 to 200 sf 26.2 -32.2 26.2 -28.8 200.1 to 500 sf 124.9 -29.31 24.9 -27.5 Soffit Design Pressure 1 30.9 -41.41 30.9 -33.5 Base Design Pressure 26.20 GCpi = ±0.18 TYPICAL EDGE STRIP (5) TYPICAL EDGE STRIP (5) a=3.0' a=4.0' TYPICAL INTERIOR ZONE (4) TYPICAL INTERIOR ZONE (4) SEE PERMITS FOR ADDI ZONAL Cn REQUIREMENTS AND CO (TIONS = SHEET'. 00 REVIEWED BY.-___12)DA o N � Metal Connector Fastening Schedule Simpson ID FL # MITEKIUSP ID FL # Fasteners Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.131" x 1'/2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0 162" x 21/2" or (12) 0.162" x 3Y2" 5/8" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.162" x 2Y2" or (12) 0.162" x 3'/Z" 5/8" w/ 7" embed CS 16 10852.2 RS 150 17244.27 (11) 0.148" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0148" x 1'/z" into studs (6) 0.148" x 11/2" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8)'/4" x 11/2" SDS '/2" w/ 4%2" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0.131" x 11/2" into gable brace (7) 0.'131" x 21/2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0.131" x 2'/2" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0.131" x 1'/" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0.131" x 2Y2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0.131" x 21/2" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 (5) 0.148" x 11/2" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20)'%4" x 3" SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14)'%4° x 2'/2" SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 (20)'%4" x 3" SDS 7/8" w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) C. 148" x 11/2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) C. 148" x 3" in each end - (20) total n/a HTS M16/20 11473.12 HTWM16/20 6223.2 (8) 0.148" x 3" into wood (4) 1/4' x 21/4" Titen into CMU (4)1/4" x 1%" Titen into concrete n/a HTT4 11496.6 H174 17324.2 (18) C1.162" x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) 0.162" x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12) 0.131" x 1Y2" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0.148" x 3" in each end - (14) total n/a LTS12 10456.7 LTW12 17244.8 (6) 0.148" x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0.148" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.148" x 3" into wood (5) %4" x 21/4" Titen into CMU (5) 1/4" x 13/4" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 (11) 0.148" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 0.148" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.148" x 3" into wood (8) 1/4" x 2%" Titen into CMU (8) W x 1%" Titen into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 (7) 0.148" x 3" in each end - (14) total n/a MTSM16/20 11473.12 HTWM16/20 6223.2 (7) 0.148" x 3" into wood (4) 1/4" x 2'/4" Titen into CMU (4)1/4" x 13/4" Titen into concrete n/a PA51 13326.4 TA51 N/A (14) 0.162" x 2Y2" or (14) 0.162" x 3Y2" 4" embed SPH416 10456.12 SPTH4/6 17244.32 (12) 0.148" x 1'/2" n/a SSP 10446.1 RSPT6 17244.29 (4) 0.148" x 1Y2" into studs (3) 0.148" x 1'/2" into double plate n/a STHD14 13326.7 STAD14 17230.3 (30) 0.148" x 3 1/4" 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MITEK/USP (U.O.N.) 2.) Mono = monolithic concrete; stem = masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedment depths SEE PERMITS FOR ADDI ZONAL Cn REQUIREMENTS AND CO (TIONS = SHEET'. 00 REVIEWED BY.-___12)DA o N � .N a� c uS CU o CIDc ti c a� � Qt� L a> o c CU Z W CL T 0 O I- LLJ 3 V Z Z co Ex LU W 0 E ; cn a 0 v V = Q NcaL�c�Lo�' I- U_ 0 TW UJNwO c- m) JOB NUMBER: COUNTY :DUmAL wE' TT SS CID 0 DO NOT SCALE THIS DRAWING _RELEASE DATE: 11-19-18 OFFICE OPY c c WDRAWN a> BY: DJM REVIEWED FOR CODE C PLIANCE CHECKEDBY:FSS CITY OF ATLANTIC ACH W 01 TITLE: GENERAL NOTES SEE PERMITS FOR ADDI ZONAL Cn REQUIREMENTS AND CO (TIONS = SHEET'. 00 REVIEWED BY.-___12)DA o N � ------- (3)1"x114°LVL --------- III o N III _' III III NOTE: N III III THIS OPEN PORCH CEILING REQUIRES A MINIMUM YB SHEATHING. FASTEN WITH 6d III III COM OR BOX NAILS AT 6"O.C. ON EDGES III AND 12"O.C. IN THE FIELD. II II II 3rd FL00 DOUBL PLAT CS1 CS1 — — — — — — — — — — — — — — — — — — — — — — — — (3)1 "x 114" LVL OR SSP FE: :CIAL HUCQ612-SDS CONCEALED ,NGE HANGERS USING SDS SCREWS EACH END ARE REQUIRED. SILL PLATE " x 18" 2.OE ZALLAM FLOOR LEVEL FLOOR JBLE PLATE STUDS SILL PLATE " x 18" 2.0E tALLAM SECTION - STAIRCASE WALL FRAMING SUB -FLOORING INSTALL 2x10 BLOCKING BETWEEN TRUSSES, TOENAIL AT THESE EDGES WITH 0.131"x 3%" NAILS @ 4-O.C. (TYPICAL) FLOOR TRUSS DOUBLE PLATE OF SHEARWALL DETAIL - BLOCKING OVER SHEARWALLS BETWEEN TRUSS 45° KNEE BRACE (MATCH POST WIDTH) w/ SIMPSON KBS1Z STABILIZER EXTEND BRACE MINIMUM 24" DOWN POST NOTE: EACH EXTERIOR POST SHALL BE TREATED 6x6 POST MINIMUM ON ABU66 POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 CLIP OR (1) MSTA24. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 TF NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING. FASTEN WITH 6d 2 2x12 HEADER COM OR BOX NAILS AT 6"O.C. ON EDGES 2 J 2 K' AND 12"O.C. IN THE FIELD. R (4) 2x6 BUILT-UP (3) 2x6 BUILT-UP SD -3 POST (MIN.) POST (MIN.) SW3 ------ SW ---------- IIII ___ IIIII IIII - IIIII II Frw /(3) 2x6 BUILT-UP POST (MIN.) (3) 2x6 BUILT-UP —_ POST (MIN.) IIIII IIII N N N IIIII II I I IIII IIII IIIII III C„I I IIIII IIII � � illi III LNOTE: I �, VERIFY ELEVATOR FOUNDATION AND Cryllll IIII FRAMING REQUIREMENTS I `" IIIII mill I PER FINAL ELEVATOR SELECTION. I Lu a N IIIII N 1 IIII N N IIII I I III III (2) JACKS AND (3) JACKS AND SBS (1) KING STUD (1) KING STUD SW -3 IIIII IIII SW -3 -- __ —. ------ — SW -3--- (3)1�"x9'LVL ------ SW -3 --- — I (3) 2x6 BUILT-UP SW -3 III k� POST (MIN.) -- SOLID BUILT-UP `BLOCK BETWEEN IIII BLOCK BETWEEN CORNER (MIN.) TRUSSES OVER TRUSSES OVER SHEARWALL IIII SHEARWALL (SEE DETAIL) IIII (SEE DETAIL) Z z (Tfcuc-1__ IIII <� o ' II O N N IIIb �I 11! A POST (MIN.) IUP SBS SOLID BUILT-UP IA SBS i CORNER (MIN.) O �, — SW -3 — ---SW3 --- I� � -- BM -8 ------- Imo' R .. SD -3 44 SW -3 7SOLID — SW -3---- I II BUILT-UP III II CORNER (MIN.) II II IIII ............ ..FL. — Q M M III IIII NOTE: " IIk IIII UNDERSIDE OF FLOOR ASSEMBLY z Lu U-1 LL IIE I TO BE FIRE RESfSTANCE RATED PER L`5i �" II IIE _J Y IIII > FBC-R501.3 2 z co 0 ........... ��� IIII 3m ...........:; Ilk IIII X W ......:: �� III M N IIII �M L x w e,e cn UD NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED ITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1y8" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONS Ij UCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 /s" U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDIN) U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. 1. INSTALL (jj MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW, 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 30.1 psf ± �� III IIII NOTE: L2) 2x6 BUILT-UP IIII THIS EXTERIOR POST SHALL BE TREATED IIPOST (MIN.) IIII 6x6 POST ON ABU66 POST BASE. STRAP TGO 1 (2) 1"x 14" LVL POST TO EACH BEAM ABOVE WITH (1) H6 CLIP _ OR (1) MSTA24. TYPICAL ALL POSTS - (U.O.N.) ~�(3) 2x6 BUILT-UP BM2 I K, (3) 2x6 BUILT-UP L4 IIII I SEE DETAIL "U" ON SHEET SD -3 POST (MIN.) I POST (MIN.)co III IIII IIII X - M TFG�1 III (3) 2x6 BUILT-UP i� 2 2x12 HEADER III III POST (MIN.) (2) 2x6 BUILT-UP 2 J 2 K... ......... POST (MIN.) WALL LAYOUT -FIRST FLOOR 01 NOTE: THIS EXTERIOR POST SHALL BE TREATED 8x8 POST ON ABU88 POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 CLIP OR (1) MSTA24. . (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM a" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS, U C FLORIDA C.A. NUMBER: 25846 III 0 c III IIII v III (D \\\ I�► ►►k IIf J Lu IIII IIII IIII IIIITr J III Im N O III J Y = 10 �Iil E 122 c0 I�� M N cn IIII IIII / Lu �e U O c FLOYD S. SIMPSON, PE Irk �� O O %" = V-0" (U.O.N.) R :III Q rTl N � w cocn V jam/ SD -3 cts III N N cUJI IIII III = SHE WALLS FASTENED WITH c O IIS � z III III III BLOCK BETWEEN ON I III III Z ZD N Qto BLOCK BETWEEN III IIII NIII III TRUSSES OVER TOENAIL TRUSS BOTTOM CHORD WALLS FASTENED WITH � o O TRUSSES OVER IIII O IIII" (0.131"x 2Y" NAILS @@ IIIN SHEARWALL TO WALL WITH 0.131 x 3" NAILS ON EDGES AND 12"0.C. SHEARWALL UI CD III (SEE DETAIL "A" ON S-3) @ 4" O.C. - ALTERNATE SIDES. I.. (SEE DETAIL "A" ON S-3)F IIII H BOTH SIDES OF WALL C,;4< IIi.E SBS AT IN ICATED SHEARWALL I: J SYP I— (3) 2x6 BUILT UPSW-3 U I. IIIIII ps. NOTE: ALL EXTERIOR WAL POST (MIN.) III OS -------------- BM1 w _ _--------- till — ---- ----- --3 ------ ----- — SW3 ----- I - M TFG�1 III (3) 2x6 BUILT-UP i� 2 2x12 HEADER III III POST (MIN.) (2) 2x6 BUILT-UP 2 J 2 K... ......... POST (MIN.) WALL LAYOUT -FIRST FLOOR 01 NOTE: THIS EXTERIOR POST SHALL BE TREATED 8x8 POST ON ABU88 POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 CLIP OR (1) MSTA24. . (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM a" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS, U C FLORIDA C.A. NUMBER: 25846 � 0 c A v W LV (D \\\ Q 00 Lu ./• %. J N N Im N O TE OFOR M J O LL = 10 w E 122 c0 o J CD j W N cn (D / Lu �e U O c FLOYD S. SIMPSON, PE = NON- AIRING WALL O O %" = V-0" (U.O.N.) o = Q rTl N � w cocn V jam/ �M cts I� N cUJI = SHE WALLS FASTENED WITH c O 8d C ((0.131"x 2Yz") NAILS 6"O.Q 01V EDGES AND 12"O.C. z C) (13 LL z Z L ON I T \1 1 1 Z ZD N Qto V SW -3 00 � SHE WALLS FASTENED WITH � o O CL 8d C (0.131"x 2Y" NAILS @@ a L 3"0.0 ON EDGES AND 12"0.C. 0 IIOMMENTS: i U O CD Q CID O U a� .n 0 0 c ca s� c cu NOTE: vi (3) SYP #2 OR BT STU REQUIRED AT -moa EACH END OF ALL SW- (SBS) LOCATIONS o In c a cu NOTE: CD ALL METAL FASTENER AND HARDWARE ami SHALL BE HOT -DIP GA ANIZED (HDG) OR 316 STAINLES OTE S EL. FLORIDA C.A. NUMBER: 25846 0 A `/Iti11111111111111111/1/I/////' q S. W LV \\\ Q 0 .i No. ./• %. o - 0791CD NOTE: N O TE OFOR . 10 E o ,j�NA1L 11+ (D 11 19 18 O c FLOYD S. SIMPSON, PE = NON- AIRING WALL FL PE No. 50791 O IIOMMENTS: i U O CD Q CID O U a� .n 0 0 c ca s� c cu NOTE: vi (3) SYP #2 OR BT STU REQUIRED AT -moa EACH END OF ALL SW- (SBS) LOCATIONS o In c a cu NOTE: CD ALL METAL FASTENER AND HARDWARE ami SHALL BE HOT -DIP GA ANIZED (HDG) OR 316 STAINLES OTE S EL. W L1J 0 Z Z W LV 0_ Q J W = o Q W NOTE: GUARDRAILS BY BUILD R (TYPICAL) o m LLLL O SHEAR W L LEGEND: w r O y Z = NON- AIRING WALL . o' O %" = V-0" (U.O.N.) 0 NOT SCALE THIS DRAWING Q o = BEA NG WALL V cts SW -6 c = SHE WALLS FASTENED WITH o 8d C ((0.131"x 2Yz") NAILS 6"O.Q 01V EDGES AND 12"O.C. v z Y O ON I ERMEDIATE SUPPORTS. V SW -3 SHE WALLS FASTENED WITH (D 8d C (0.131"x 2Y" NAILS @@ T Q 3"0.0 ON EDGES AND 12"0.C. J ON I ERMEDIATE SUPPORTS. a O~ SBS = SHE H BOTH SIDES OF WALL W AT IN ICATED SHEARWALL c' J SYP TUD WALLS REQUIRED U CD .S JOB NUMBER: NOTE: ALL EXTERIOR WAL SHALL BE "SW -6" U.O.N. w WOOD FRAMED HE DER LEGEND: SIZE\ OF HEADER \ OF JACKS 0 KING STUDS NOTE: ALL WOOD FRAMED LOA BEARING HEA_ERS OFFICE COPY SHALL BE MINIMUM (2) 6 No.2 OR BE7ER SYP. INSTALL MINIMUM (1 JACK AND (1) KING STUD AT EACH ADER (U.O.N.) Im 00 0 04 BY. DJM .D BY: FSS WALL LAYOUT FIRST FLOOR W L1J 0 Z Z W LV 0_ to Q W = � V F— W m LLLL O � w r O 18.1630 COUNTY: DUVAL %" = V-0" (U.O.N.) 0 NOT SCALE THIS DRAWING 11-19-18 BY. DJM .D BY: FSS WALL LAYOUT FIRST FLOOR CHIMNEY FLUE GALVANIZED METAL CAP DOUBLE PLATE %6" OSB SHEATHING NAILED AT 6" O.C. ON EDGES AND 12" O.C. IN FIELD w/ 8d COM OR BOX. 2x4 STUDS AT 16" O.C. MINIMUM OF (2) STUDS AT EACH CORNER 2x4 PLATE NAIL w/ .131"x 3%" NAILS AT 4" O.C. ROOF DECK LSTA18 STRAP (AS NOTED) 2x4 BLOCKING BETWEEN TRUSSES TRUSS TOP CHORD SECTION A -A 0 DETAIL - TYPICAL CHIMNEY FRAMING (TYPICAL) )CKING BETWEEN TRUSSES STRAP CLIP (TYPICAL) 3 SHEATHING NAILED .C. ON EDGES AND 12" FIELD w/ 8d COM OR (TYPICAL) CLIP STRAP (TYPICAL) NIZED METAL CAP ,B SHEATHING- NAILED AT 6" O.C. ON > AND 12" O.C. IN FIELD TRUSS STUD TO STUD WITH LSTA30 AT CORNERS. N CENTER .UE 'WOOD DRAFTSTOP OR (2) S %B" OSB NAIL AT 4"OC w/ A OR BOX. ( INSTALL ABOVE -OW LEDGERS) UBLE PLATE JDS AT 16"OC HEADER AT FIREBOX SILL PLATE J J �- M zw g w_ u5 M �0 am J q J QH¢-- a- w w x w civ � HUCQ612 -SDS ( )RING SYSTEM AS PREVIOUSLY NOTED NCHOR BOLTS OR THREADED RODS) ATION AS PREVIOUSLY NOTED TEMWALL OR MONOLITHIC) DETAIL - TYPICAL CHIMNEY FRAMING TRUSS LAYOUT- FIRST FLOOR TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT ALL TRUSSES H2.5A -U.O.N. OR SDWC 15600 H2.5A OR SDWC 15600 SWC H2.5A OR 15600 =1 ,I CHIMNEY FLUE GALVANIZED METAL CAP DOUBLE PLATE %6" OSB SHEATHING NAILED AT 6" O.C. ON EDGES AND 12" O.C. IN FIELD w/ 8d COM OR BOX. 2x4 STUDS AT 16" O.C. MINIMUM OF (2) STUDS AT EACH CORNER 2x4 PLATE NAIL w/ .131"x 3%" NAILS AT 4" O.C. ROOF DECK LSTA18 STRAP (AS NOTED) 2x4 BLOCKING BETWEEN TRUSSES TRUSS TOP CHORD SECTION A -A 0 DETAIL - TYPICAL CHIMNEY FRAMING (TYPICAL) )CKING BETWEEN TRUSSES STRAP CLIP (TYPICAL) 3 SHEATHING NAILED .C. ON EDGES AND 12" FIELD w/ 8d COM OR (TYPICAL) CLIP STRAP (TYPICAL) NIZED METAL CAP ,B SHEATHING- NAILED AT 6" O.C. ON > AND 12" O.C. IN FIELD TRUSS STUD TO STUD WITH LSTA30 AT CORNERS. N CENTER .UE 'WOOD DRAFTSTOP OR (2) S %B" OSB NAIL AT 4"OC w/ A OR BOX. ( INSTALL ABOVE -OW LEDGERS) UBLE PLATE JDS AT 16"OC HEADER AT FIREBOX SILL PLATE J J �- M zw g w_ u5 M �0 am J q J QH¢-- a- w w x w civ � HUCQ612 -SDS ( )RING SYSTEM AS PREVIOUSLY NOTED NCHOR BOLTS OR THREADED RODS) ATION AS PREVIOUSLY NOTED TEMWALL OR MONOLITHIC) DETAIL - TYPICAL CHIMNEY FRAMING TRUSS LAYOUT- FIRST FLOOR TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT ALL TRUSSES H2.5A -U.O.N. OR SDWC 15600 H2.5A OR SDWC 15600 SWC H2.5A OR 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTUR DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) REFER TO MANUFACTURER'S INSTALLATION DETAI WHEN USING SDWC SCREWS. NOTE: ALL METAL FASTENERS AND HARDWARE SHALL BE HOT -DIP GALVANIZED (HDG) OR 316 STAINLESS STEEL. U C l a� c 00 C� LO N W N M JU � n LL J O E j o z 0 w cn Y An <CD o Q o = N 3 W W m U)co CL cop LU � � N c Ez rn .ffif .n ~ o w L W (D CD d- 4= ¢ N 00 L l , H 00 0 0 T J � 0- �n w v c ca 0 FLORIDA C.A. NUMBER: 25846 0 cu T � � tlf�lgllggff// C o= No. so 0 � IS L T'1°t�+fir+i II11111tiF\\\\\ FLOYD S. SIMPSON, PE cu E FL PE No. 50791 OMMENTS fa c i O m 0 0 c ca U c -N F -- .T J 0CID Q W o � D 0 0 cuc Z a' W o V W W W o Q > E (/) i/) Oct 0LLI O V z V = Q 1_ W ID tL m J LL- O Li w r Z � b OFFI E COPY a> '= JOB NUMBER: COUNTY: 18-1630 DUVAL w BEAM SCHEDULE %" _ �'o° (u.o.N.) tq DO NOT SCALE THIS DRAWING RELEASE DATE: BEAM I.D. BEAM SPECIFICATIONS _ 11-19-18 U c BM -1 (2) 14" x 18" LVL c c DRAWN BY: BM -2 (3)14"x 18" LVL DJM '�CHECKED BY: F SS BM -3 (4) 1 'x 18" LVL � TITLE' TRUSS LAYOUT BM -4 (3) 12"x 18" LVL N FIRST FLOOR = SHEET: BM -8 2 1 2"x 18" LVL '00 N w J m 0 w nf iu w 0 z Lu J CO 0 0 0 w ILL w w F- 0 0 z:5 zw �w Lli cr = M gC J a- w �w x LW HUC0612 -SDS ( a I II I I I II I II I Il I Ii I II I II I II I II I I II I II I II I II I I I II I II I II I II I II I I REATED JOISTS @ 16"O.C. EDGER WITH (2) 0.220"x 4" SCREWS AT EACH TRUSS END CAL (INSTALL (5) SCREWS ON EACH )F TRIPLE JOIST). REATED RIM JOIST LL TRIPLE JOIST TO ALIGN WITH POST SUPPORT. :R FRAME FROM DOUBLE TO GIRDER WITH 2x4 @ 24"O.C. 71 I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I i I I I ) I I I I I I I I I I I I \ II I i II I I TE -------J L----------L--------J TRUSS LAYOUT - SECOND FLOOR TRUSS CONNECTOR SCHEDULE BEAM SPECIFICATIONS TRUSS ID LEFT INTERMEDIATE RIGHT TFG17 (2) HTS24 (2)1 n"x 18" LVL HTS24 TFG15 HTS24 1HANGER ALL TRUSSES -U.O.N. H2.5A H2.5A OR OR SDWC 15600 SDWC 15600 H2.5A OR jDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTU ER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3 TRUSSCONNECTORS T NO ED SHALL BE INSTALLE6 AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD, 4) REFER TO MANUFACTURER'S INSTALLATION DET, LS WHEN USING SDWC SCREWS. NOTE: ALL METAL FASTENERS AND HARDWARE SHALL BE HOT -DIP GALVANIZED (HDG) OR 316 STAINLESS STEEL. OFFICE COPY BEAM I.D. BEAM SPECIFICATIONS BM -5 (3)1 x 18 LVL BM -6 (3)1 h 18" LVL BM -7 (2)1 n"x 18" LVL U C � � r l a� c 00 00 cli Lu N v� ch E: O J O LL U ]' ^ J ,L = V J N O Z c O c' N Y cp E / U o !'rY� n Q- I""h o = c I�1 N a to � N w er zc:> o U) r '�n L V 4=- = N Q E_ i cn 00 llq � U o a co v n. c ca 0 FLORIDA C.A. NUMBER: 25846 0 11 11 fill No. 791 = • � R :. 7E 0 r rig V Cy • . • \ ,1,,�� F'Ct''"`SIMPSON, PE E FL PE No. 50791 LO a 0 .n 0 0 c a� cu cn rn C ca a c ca vi c c ca ui m y m L .g Q o Q a> Lu t 0 06 c ca Z 0 F— w W o V V m W Ix W D E Q t j to ZO w V U a) w H — W V) a �- m J LLCD O � J CL U C� c w 61 Lu 0 J a> '= JOB NUMBER: 18.1 w2= 21 %" =1'-0" (U.O.N.) CD N DO NOT SCALE THIS DRAWING = RELEASE DATE: 11-19-18 U C DRAWN BY: a) DJM c CHECKED BY: FSS w TITLE: TRUSS LAYOUT SECOND FLOOR = SHEET; 0 T 0 CONVENTIONAL FRAME WITH 2x6 RAFTERS @ 24"O.C. AND TOENAIL AT EACH END WITH (3) 0.131'x 3 T' NAILS (TYPICAL) <c U L �o cnw Z)0 0 oQz co zQ ow U � �z �V z BLOCKING REQUIRED BETWEEN TRUSSES (SEE DETAIL "A" ON S-8) - — — — — — — — — — — — — — — — — — — — — — — I \r — — — — — — — — — — --_— / \\,�--------— I I M;NI�IUM 12-0, A�ONTINUOU UB -FASCIA / / / I MINIM'U r 12'-0" CONTINUOUS SUB -FASCIA / 71 I I - (NO BREAKS ALLOWD) / / / / I I I T(NO BREAKS ALLOWED) O O M\ M ch' M MM M I I U U F- \ F- I F- F- F- �0 EJO ;pftl II II II II I II II L_ HTS24 1 HTS24 T32 T31 T31 T31 T31 T30 T29 T28 I1PIA STRAP 0) M TRUSS ID LEFT INTERIMEDIA777 RIGHT T27 H2.5A Z co w OR �0 (2) H2.5A D SDWC 15600 HTS2 STRAP � o \ CIO_ —J\ Q LUm HTS24 ALL TRUSSES H2.5A CO L)..I z� -U.O.N. o Q OR OR ZD 00 z SDWC 15600 w EJO � °° CJO o EJ08 C) J 0 or EJ09 a STRAP 0) M CJ0 Z L j — I u co C/)w U)3: =)o OZD J z ~ Y Z Q O LtJ U � o m O Z z BLOCKING REQUIRED BETWEEN TRUSSES (SEE DETAIL "A" ON S-8) (2) H2.5A CLIPS CANTILEVER JOISTS T21 M ���� DOUBLE JOIST AT SUPPORT POST I- --- ---- m .................T.21 — — �— r ---------roe I I— I--- — — — — — — — —� --I� I T20 o I I I 2x10 & 2x8 TREATED JOISTS @116" 0'.C. LO ADJUST DEPTH TO MATCH TA ER 6F I I I MAIN DECK MINIMUM DEPTH 0f JOIST T20 I I I TO BE 7 -------------- IPLE J018TI I I T20 LUS28 HANGER (TYPICAL) BLOCK BETWEEN TRUSSES /JOISTS I I I rl— L —i T 19II Q I I I I I— —1 I � III II � T19 o II I III II III II r5 I it I III II T18 Ik I I I I- ------ i �L--,� II I I � I T17 x10 TREATED JOISTS @ 12"O.C. I I T 1 II E I (CLIP AT EACH END WITH H2.5A OR SDWC 15600) T15 TREATED RIMBOARD (TYPICAL) I 02 --- —� I u / 7r \ \ L 'r� o O O o o -� \ lu_u Lu L--------7 l-------1 --- ---1 I---------- J ----------J MINIMUM 10'-0" CONTINUOUS SUB -FASCIA MINIMUM 10'-0" CONTINUOUS SUB -FASCIA (NO BREAKS ALLOWED) (NO BREAKS ALLOWED) TRUSS LAYOUT - THIRD FLOOR TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERIMEDIA777 RIGHT T27 H2.5A Z co w OR �0 (2) H2.5A D SDWC 15600 EJ0 U � o HTS24 LUm HTS24 ALL TRUSSES H2.5A CO DO -U.O.N. o Q OR OR ZD SDWC 15600 SDWC 15600 w EJO � °° CJ0 Z L j — I u co C/)w U)3: =)o OZD J z ~ Y Z Q O LtJ U � o m O Z z BLOCKING REQUIRED BETWEEN TRUSSES (SEE DETAIL "A" ON S-8) (2) H2.5A CLIPS CANTILEVER JOISTS T21 M ���� DOUBLE JOIST AT SUPPORT POST I- --- ---- m .................T.21 — — �— r ---------roe I I— I--- — — — — — — — —� --I� I T20 o I I I 2x10 & 2x8 TREATED JOISTS @116" 0'.C. LO ADJUST DEPTH TO MATCH TA ER 6F I I I MAIN DECK MINIMUM DEPTH 0f JOIST T20 I I I TO BE 7 -------------- IPLE J018TI I I T20 LUS28 HANGER (TYPICAL) BLOCK BETWEEN TRUSSES /JOISTS I I I rl— L —i T 19II Q I I I I I— —1 I � III II � T19 o II I III II III II r5 I it I III II T18 Ik I I I I- ------ i �L--,� II I I � I T17 x10 TREATED JOISTS @ 12"O.C. I I T 1 II E I (CLIP AT EACH END WITH H2.5A OR SDWC 15600) T15 TREATED RIMBOARD (TYPICAL) I 02 --- —� I u / 7r \ \ L 'r� o O O o o -� \ lu_u Lu L--------7 l-------1 --- ---1 I---------- J ----------J MINIMUM 10'-0" CONTINUOUS SUB -FASCIA MINIMUM 10'-0" CONTINUOUS SUB -FASCIA (NO BREAKS ALLOWED) (NO BREAKS ALLOWED) TRUSS LAYOUT - THIRD FLOOR TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERIMEDIA777 RIGHT T27 H2.5A Z Z OR W (2) H2.5A D SDWC 15600 U T33 HTS24 LUm HTS24 ALL TRUSSES H2.5A H2.5A H2.5A -U.O.N. OR OR OR SDWC 15600 SDWC 15600 SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENT) SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACT REF DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLt AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) REFER TO MANUFACTURER'S INSTALLATION DET ILS WHEN USING SDWC SCREWS, NOTE: ALL METAL FASTENERS AND HARDWARE SHALL BE HOT -DIP GALVANIZED (HDG) OR 316 STAINLESS STEEL. ROOF SHEATHING -TRUSS DOUBLE PLATE - (HURRICANE CLIP NOT SHOWN FOR CLARITY) SIMPSON RBC CLIP - AT EACH BLOCK (OUTSIDE FACE INSTALLATION SHOWN - INSIDE FACE IS ACCEPTABLE) A S-8 U C � c a� 00 Lu N M E: J O N LL ul c' = J 'CD E J N Z ' cmc c c 21 a> E CD CL C N 3 2 m ci aa) co c LU rn ca m U) o T `1 O N = CO p o o� 0- a a w T c cu 0 c FLORIDA C.A. NUMBER: 25846 0 A N S cu u�►,,, > N i * 0.5079 t2 3: __ T E' '�'- F` �'•• R I D P .� '� kms,': o �. o E FL PE No. 50791 G L O u ca N a co a) H NOTE: 2" DIA. HOLE I BLOCKING ALLOWED FO VENTILATION 18-1630 W UJ 0 Z Z W W D U 0 LUm = 0 F a c A o .Q C) J 0 a Of W a CD CD COUNTY: DUVAL � 0 NOT SCALE THIS DRAWING 0 06 c c6 w Z a� .T CL V cu c o E co QZ OF ICE COPY .z 00 cn a) w FASTEN ROOF HEATHING w J TO BLOCKING WITH G. 0.113" x 2 l" RI G SHANK NAILS AT 4" O.C. Z INSTAL 2x_ BLOCKING c J U �BETWE TRUSSES .= JOB NUMBER: -TOENA AT EACH END WITH (2) 0.131 x 3" NAILS (TYPICAL) � A NOTE: 2" DIA. HOLE I BLOCKING ALLOWED FO VENTILATION 18-1630 W UJ 0 Z Z W W D U a LUm = GC F a o C) O Of a COUNTY: DUVAL %" = V-0" (U.O.N.) 0 NOT SCALE THIS DRAWING 11-19-18 `- DRAWN BY: DJM CHECKED BY: F SS l TITLE: TRUSS LAYOUT N THIRD FLOOR = SHEET: 0 N BRICK VENEER WITH 1"AIRSPACE AND WALL TIES o v c 00 CONT. FLASHING; PROVIDE WEEP CD w u') N N HOLES @ 33"O.C. J Eo GROUT AIR SPACE BELOW FLASHING SILL PLATE r I �- N _ ., u- 0 L c -j ( I CONCRETE SLAB I I E j zo CONCRETE SLAB. -� r N Y rn E ¢ ) N GRADE \/\ \ \/\/\/\/ CONCRETE SLAB BEA G POST (AS NOTED) Lu con GRADE \\ \\ /\/ .(1)#5 CONT. \\\\\ \\ \ //�//\ /�`/ IL 117 " CON ETE SLABr` M \\/8 CMU STEMWALL WITH (1) #4 @ 48 O.C. EACH CORNER. \\//\ /\ \\//\\//\ (1) #5 CONT, \\\�/ \�\� / // // //\ ADD 8" x 16" CMU TO INSIDE OF o -- ----� —� �o d ; II ` CONCRETE SLAB Q x _ �� coo n! FILL CELLS SOLID. HOOK REBAR 12 INTOSTEMWALL AT POST LOCATION WITH - o GRADE . p11,d ° �,\\/\\/\\/\\/\\�' \\ o —_ -_- w \\ '�' \\\\ SLAB AND 6" INTO FOOTING. // VERTICAL IN EACH j/\//\/ \//\//, o r\ \ ` o»- /�\;�\\� \. 24" 3 #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) (AS NOTED) REINFORCEMENT (AS NOTED) V° o 00 1'-0" (1) #5 CONT. (AS NOTED) REINFORCEMENT S NOTED) U) v 3 � o 0O rn co a A SECTION - STEMWALL WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P ETI SECTION ON - INTERIOR BEARIN PAD FOOTING -2 SD -1 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 c ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o ... 0 c rn N FLORIDA C.A. NUMBER: 25846 c SILL PLATE � _ PA51 STRAP NAILED TO GARAGE � J DOOR POST. BEND STRAP INTO 3" MAXIMUM OVERHANG OPTIONAL (OPTIONAL) .�trttnrtn� rrrrr� CONCRETE SLAB z � o FOOTING AS SHOWN. CONCRETE SLAB a� °� - _ a _ _ CONCRETE SLAB cu �.�► ' #4 WITH 6" HOOK INTO FOOTING \\\\ j \\//\\//\\i \\j\\/\\j\\� CURB HEIGHT VARIES 0 o _ * ' 50791 ' = AND BENT 12" MINIMUM INTO * i '; GRADE \\\�\\� //\///\ \/\ (1) #5 CONT. T _ — = _ _ — THICKENED EDGE./\�1) #5 CONT. GRADE /\\\ \\\ \\/\\ _ < + AT OF % O .c� CMU STEMWALL WITH (1) #4 @ 48"O.C. /�\\�\\�\\�/8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. //��� \ --- \ r,%/\//\//\ \//\ /\ �> E o -°o ••� • I D P`.••'� �C�,`°� �'�� S/ ""'•• ��°� EACH CORNER./�//� \%//\/j FILL CELLS SOLID. HOOK REBAR 12" INTO ° \/ \�//\�/j` FILL CELL SOLID AT EACH #4 REBAR. \�\\/ /�� ��%` o ��•,,,., L EN��.�`°�• Al SLAB AND 6" INTO FOOTING. HOOK REBAR 16" INTO PORCH SLAB n / 11 FLOYD S. SIMPSON, ° �y/\; a 8 a ° ` \// AND 6" INTO FOOTING. \ , j\\ \\ j\\\\\j \ 8" (1) #4 CONT. c � E PE FL PE No. 50791 --A —' — C OMMENTS: 24" (3 #5 CONT. a dd \ \ \/ 6 1-8"(2) #5 CONT. cu c -� ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD -1) B SECTION - STEMWALL DETAIL - PA51 INSTALLATION (STEMWALL) L SECTION - PORCH STEMWALL SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT Q SECTION - NON-BEARING ST SD 1 DOWN L Q SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o 0 r — — - SHOWER AREA 0 CID - BRICK VENEER WITH 1"AIRSPACE — cu co o AND WALL TIES „ ..% ' ,.......:<... , ., ., ... �-----�— 8" CMU STEMWALL FORM EDGE CONT. FLASHING; PROVIDE WEEP PLAN VIEW coma HOLES @ 33"O.C. GROUT AIRSPACE BELOW FLASHING SILL PLATE a� vi cu aa) SILL PLATE a) cn (1) #5 CONT. FILL JOINT WITH ELASTOMERIC 6" MIN. 1 #4 CONT, ( ) (2) MSTAM36-Z STRAPS F- JOINT FILLER HEIGHT OF CURB VARIES CONCRETE SLAB �„ w ° � NAIL EACH STRAP TO CRI PLE STUD o cn CONCRETE SLAB � CONCRETE SLAB a r- z u- WITH (13)10d COM NAILS • 0 0 0 - - ` o o FASTEN STRAP TO FOUN TION ui ! �\ \� �\ �\ N/, w ¢ WALL WITH(8)Y" x 2%" C NCRETE SCREWS s INTO MASONRY OR (8 /a 1 /a CONCRETE ami -a GRADE GRADE\ #5 CONT. "� SCREWS INTO CONCRET CONCRETE "TAPPER" N \�8" CMU STEMWALL WITH (1) #4 @ 48"O.C. DE j\\�//\///\% GRADE //\\//\\//\\ Z SCREWS SHALL BE POW S WITH PERMA SEAL FINISH ORE UAL. CE AND IN EACH CORNER. H. /\\ii\\ \\//\\% /\j\\\\� 8 CMU STEMWALL WITH (1) #4 @ 48"O.C. //\//%/%/%AND IN EACH CORNER. FILL CELLS SOLID. HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO _ 8" CMU STEMWALL WITH 1 #4 48'O.C. a �' \�j \�/\\�j AND IN EACH CORNER. O @ o o \\/ '� ':. ��f%\\//� FILL CELL SOLID AT EACH #4 REBAR. STRAP SHALL BE COVER WITH SIDING OR STUCCO � F; FOOTING, �' \\ n \\�\ FILL CELLS SOLID. HOOK REBAR 12" INTO \\/\\/\\i \�/ "` '° .a . \\\/� HOOK REBAR 16 INTO PORCH SLAB AND \// 6" INTO FOOTING. — _ °P _ . NOTE: �- /\\ SLAB AND 6" INTO FOOTING. \, \ \ \\ \\ \\ / / THIS DETAIL MAY BE SUBSTITUTED OR 8 6" EITHER THE PA51 STRAP (STEMWA ) OR n 24" 3 #5 CONT. 24" 3 #5 CONT. V-8" #5 CONT. THE STHD14 STRAP (MONOLITHIC). \,�\ \\ \\ \ //��//\\/f o W (2) \ c 06 c SECTION - STEMWALL AT GARAGE WITH BRICK G SECTION STEMWALL AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR P 1 STRAP OR cv Z SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT O w uj W SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT 0 SD 1 STHD14 STRAP fl fZ ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o V � _ LLLU W o E ; w a SILL PLATE OFF1 E COPY U Z W � V = Q (1) #5 CONT. I— W LL Im FILL JOINT WITH ELASTOMERIC NOTE: SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) m J L.L r JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH U CONCRETE SLAB SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TR TED POST Lu SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) w O \j/ j\\j\\� C N R T 0 C E E SLAB CURB HEIGHT VARIES PAVERS ABI, POST BASE WITH BY OTHERS LV. ANCHOR EMBEDDED a) a) o, U a_ a eoe NUMBER: MER. 18-1630 COUNTY: DUVAL RADE CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WIDE SAW 12" " 12 ET XP ADHESIVE) W / 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. _ _ ° ELASTOMERIC CUT AT DENOTED /2 -1 0' (U.O.N.) ANDINEACHCORNER. \�/\/j HOOK REBAR 12" INTO a------r--o---_.�-a--.; d; Cn _ Lu FILLER LOCATIONS. x DO NOT SCALE THIS DRAWING RE LEAseoaTE. FILL CELLS SOLID. UPPER COURSE OF BLOCKS AND 6 INTO FOOTING. o \/�\/�\� a <a ��/\\/\\%\ `//V//� s • Fav//V//' \ \ - \ \ \�\ a \���,,. \\ `, a ° Q\�\\ \\ ; o_ ° / ° 's� /� \ �\ \ \ °` )' •, ) - 8" TALL, " SQUARE GROUTED - :. c 11-19-18 8" • o- " ` Q• . CONCRE E PEDEST ON 24"X 24"X 12" PAD of C aa) DRAWN BY: DJM 24" (3) #5 CONT. 24 (3 #5 CONT. 24" 3 #5 CONT. CONCRETE SLAB FOOTINGWITH (2) #5 EACH WAY 2'-0" �' W CHECKED BY: FSS TITLE: FOUNDATION DETAILS E' D SECTION - STEMWALL AT GARAGE H SD 1 SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN T SECTION -TYPICAL SAW -CUT CONTROL JOINT SD 1 ru"N DETAIL- PAD FOOTING AT PAVES = °° SHEET: SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 SD 1 N ENGINEER FOR ADDITIONAL REQUIREMENTS. O c (TYPICAL DOUBLE PLATE SPLICE)' 48" MINIMUM SPLICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION7 m MINIMUM NAILING OF _ \ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT �`---� 00 (16) 0.131"x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD 2) r`-1 NAIL EACH PLY OF KING AND JACK STUDS TOGETHER \ (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL N PLATES WITH 0.131 "x 3" NAILS @ 8"O.C. JOINT IN LOWER PLATE JOINT IN UPPER PLATE WITH 0.131"x 3Ya" NAILS @ FO.C. STAGGERED STAGGERED (TYPICAL) /� %�' DOUBLE PLATE THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED I ( TYPICAL STUD TO DOUBLE PLATE // / 6" OF SPLICE IN LOWER PLATE I ON SPLICE IN PLATE OR THREADED ROD JACKS AND KING STUDS JACK STUD AND KING � � CONNECTION 8" MAX. 6" MAX. ALTERNATE: IF ROD IS GREATER ASSEMBLY WITHIN 12" ON EACH SIDE OF STUD REQUIREMENTS ( I I (AS NOTED) THAN 6" FROM SPLICE - ADD JOINT6" YOUT . MAX.. SEE WALL (SEE DETAIL "G" ON SD 2} I ( ) � � I HEADER (AS NOTED) HEADER SSP AT SPLICE. I MSTA36 STRAP CENTERED ON CHANGE IN NAILS AS NOTED 2x_ BLOCKING (TYPICAL) IN TABLE PLATE HEIGHT I I (3) 0.131 "x 3 X" TOENAILS AT EACH ND (TYPICAL) JACK STUD I NAIL EACH SILL PLY TO KING STUD I ' KING STUDS II I WITH 3 0.131"x 3Ya" NAILS - TOENAIL II I I 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL (TYPICAL) NAIL EACH PLATE TO JACK STUD \ I OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: it WITH (3) 0.131"x 3X" NAILS - TOENAIL I STUD WITH (3) 0.131"x 3Ya" NAILS MINIMUM 1 YY NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK OR ENDNAIL (TYPICAL) I INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. HEADER NAILINREQUIREMENTS STUD SIZE ENDNAIL TOENAIL 2x6 I) NAILS PER PLY 2x8 (4) NAIL 3 PER PLY 2x10 (5) NAI PER PLY 2x12 (6) NAI 3 PER PLY 9X" LVL (5) NAIII 3 PER PLY 11 %" LVL (6) NAI 3 PER PLY 14" LVL (7) NAT 33 PER PLY 16" LVL (8) NAIII 3 PER PLY w .a STUD SIZE ENDNAIL TOENAIL "n" <C N (3) 2x6 (3) Ja O LL U Ld cm 2x8 (4) (5) Z a, O c An (6) U2) a> cn W o= rTl N � w 3 CA w �% F- � to cco x C w Ecc Z rn (TYPICAL) O '^ N V O (2) 2x -SILL Q N 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.)m SHEATHING MAY CANTILEVER UP TO 0 O 00j; (SEE WALL LAYOUT) 2" MAXIMUM PAST SUPPORTS, ALL 3 0 0 II WINDOW ATTACHMENTS MUST BE 0 II I ANCHORED INTO 2x_ MEMBERS. j n n - II DOUBLE SILL REQUIRED WHERE OPENING v I' WIDTH EXCEEDS 61" (u.o.N,) D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL -TYPICAL HEADER TO KINGS! UD CONNECTION T THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD -3) SD 2 SD -2 _o ti II I I 2x_ TREATED SYP SILL PLATE !! JOINT IN SILL PLATE I c APPLY SHEATHING HORIZONTALLY FOR STUCCOcn FLORIDA C.A. NUMBER: 25846 APPLICATIONS, EXCEPT THAT 7/ 1 A" STRUCTURAL 1 RATED OR 15/ 32 RATED SHEATHING MAY BE n u n u n n u n n n u u n n n " II II II II „ II II II I' II .I II II II II II NAILING AT STUD 4 MIN.; " INSTALLED VERTICALLY. 12" MAX. y ANCHOR BOLT AS REQUIRED (SEE DETAIL "DD" ON SD -3) TYPICAL STUD TO SILL PLATE TO DOUBLE PLATE NOTE: CONNECTION THREADED ROD ASSEMBLY SILL PLATES ON EXTERIOR WALLS (SEE DETAIL "G" ON SD -2) F STUD (BEYOND) SHALL BE ANCHORED BY THREADED SD -2 BUILT-UP CORNER POST RODS SUPPLEMENTED BY ADDITIONAL NAILING AT STUD ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) METAL CONNECTOR REQUIRED METAL CONNECTOR TO SILL PLATE SIMPSON %"x 6 a" TITEN HD ROD COUPLER NAIL EACH PLY WITH 0.131"x 3%" (SEE CONNECTION SCHEDULE) - NOT REQUIRED NAILS @ 6"O.C. STAGGERED STUD TO Pu rE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) 2D CE cc c p • Z 79 o -�'t S • E OF a ;gyp ' 3 E (! _o pN E""Sm lilt NG��,,,., O j ALL NAILS NOTED ARE 0.131 3)/4"11-19-18 c DETAIL 'TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE E jFLOFLD S. E No. 50791 PE G DETAIL -TYPICAL WALL STUD CONN TION �COMMENTS: SD -22x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. SD 2 cu THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL QUICK -TIE AT NOTED SPACING @ 24"O.C. OR 4"x 3 J" TAPCON cm 2x_ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131'x 34 NDNAILS AT TRUSS c� �/—SILL PLATE (BELOW) SCREW @ 32"O.C. ROOF COVERING (BY OTHERS) 0 2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 `o HEIGHT STUDS (TYPICAL) ILL PLATE ILL PLATE ROOF TRUSSES ° ` y •� y CORNICE DETAIL a (2) ROWS OF 0.131"x 3�" _".� % (BY OTHERS) o H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT NAILS @ 12"O.C. UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR / a 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. A---- STAGGERED (TYPICAL) EASEDOVERHANG FOR OVERHANG ROOF SHEATHING (AS NOTED)ROOF SHEATHINGMETAL CONNECTOR OR METAL CONNECTOR / \ cu It AS NOTED (AS NOTED) �, 2x4 SYP BLOCKING BETWEEN ( ) 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED � © LOOKOUTS 2X4 SYP BLOCKING (AS NOTED) SIMPSON SDWC 15600 SCREW 1s 3 SILL PLATE (BELOW) @ 32"O.C. U.O.N. 19 2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF BETWEEN LOOKOUTS \ 22 RATED PLYWOOD SHEATHING] EXPOSURE I - TILE ROOF 2x4 CORNER FRAMING FULL DOUBLE PLATE DOUBLE PLATE / 132" RATED SHEATHING, EXPOSURE I - METAL ROOF ® BALLOON FRAMED HEIGHT STUDS cu BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) FASTEN WITH 0.113" x 2 %" RING SH NK vi DOUBLE PLATE MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"0.C. NAILS @ 6"O.C. ON EDGES AND IN RMEDIATE SUPPORTS. rn SINGLE PLATE NAIL TO TRUSS NAILED WITH 4 0.131"x 3X" NAILS TO SHEATHING (AS NOTED) v, INTERIOR VAULT EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. SI 32°O.N SDWC15450SCREW GYPSUM BOARD BOTTOM CHORD WITH 0.131" x 3Ya" CONNECTOR AT EACH TRUSS NAILS 6"O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @ � @ SHALL BE NAILED TO THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (SEE TRUSS CONNECTION SCHED E) EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE SPACING (48" O.C. MAXIMUM) SILL PLATE CD NAILED TO BOTTOM CHORD OF TRUSS 2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ( ANCHOR BOLTS AT NOTED (2) 2x_ SYP #2 DOUBLE PLATE (U. N.) PLATE @ 6"O.C. HEIGHT STUD ILL PLATE PACING (32" O.C. MAXIMUM) PAILS, .WITH 0.131" x 2X° WITH 0.131"x 2X" NAILS. ° - - NAILS, - - - - (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL (2) ROWS OF 0.131"x 34" i GYPSUM BOARD (U.O.N. ON WALL LAYOUT) NAILS @ 12"O.C' SHEARWALL UPLIFT (ROOF) SCREWS %s" RATED SHEATHING, EXPOSUR I. FASTEN WITH 0.131" x 2X" NAILS @ "O.C. ON H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL EDGES AND EDGES ON E 7" O EDI TE SUPPORTS. (U,O.N.) _� ( ) (BLOCK ALL EDGES) SEE "F" ONS 2 c sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD -2 INTERIOR CEILING PITCH EXCEEDSY2 OFXTERIOR ROOF PITCH sD 2 I� SD -2 2x_ SPF #2 STUDS @ 16"O.C. - U.O, ..(SEE WALL LAYOUT) NUT WITH 2" WASHER AT SOLE PLA FE 2x_ N0.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x 3Y" ENDNAILS AT TRUSS ROOF COVERING (BY OTHERS) 2x_ SPF #2 SOLE PLATE (U.O.N.) NiIL TO RIM m NOTE ROOF TRUSSES BOARD WITH 0.131"x 3%" NAILS @ 'O.C. m ALL MEMBERS SHALL BE #2 SYP. CORNICE DETAIL 2%2" RATED STURD-I FLOOR T&GHEATHING z- NUT & 3"x 3"x%MY' �3) 0.131"x 3%" TOENAILS AT EACH LOOKOUT ( ) (SEE THREADED ROD ASSEMBLY DETAILS.) NAILS 0 (BY OTHERS) / TOP CHORD OF TRUSS. GLUED AND NAILED. FASTEN WITH ,131" x MY RING 2x6 BLOCKING BETWEEN TRUSSES WITH SHANK @ 6"O.C. ON EDGES AND 1 O.C. IN THE H- 12" LONG 2x_ SCAB ( MATCH BOTTOM2x4 BLOCKING REQUIRED BETWEEN / FIELD. >, J (3) 0.131 "x 31/4" NAILS EACH END C Q CHORD) WITH X" SPACERS - NAIL w/ (3) 0.131"x LOOKOUTS I FLOOR JOIST (I -JOIST SHOWN, SA 0 3" NAIL $ ROOF SHEATHING (AS NOTED) JOIST SIMILAR SEE SECTION "Z" L W IE BOTTOM CHORD OF GABLE END TRUSS — 2x_ BARGE RAFTER / \ I SD 3 FOR OPEN WEB TRUSS) o c w THREADED ROD ASSEMBLY I I I I I I I FASCIA BY OTHERS '32" RATED SHEATHING EXPOSURE I - SHINGLE ROOF N Z ( ) I GYPSUM BOARD %32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF RIM BOARD O SECTION A A I I \ I I 2x4 LOOKOUTS @ 48"O.C. \ - ' 1 32" RATED SHEATHING, EXPOSURE I - METAL ROOF tW W I I I I FASTEN WITH 0.113" x 2 %" RING SHANK NAIL JOIST TO PLATE WITH (2) 0.13 'x 3%" TOENAILS V Z H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. = W Z I I I I LOOKOUT GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE (U. .N.) c w 0 W H3 OR EQUAL AT EACH LOOKOUT I �� im 2x4 LOOKOUTS @ 48"O.C. FOR I I I I I I CONNECTOR AT EACH TRUSS TOENAILRIMBOARD TO PLATE WI E � (n Q SEE TRUSS CONNECTION SCHEDULE OVERHANG I I I I I I GABLE END TRUSS (DROP GABLE) ( ) 0.131 x 3/a NAILS @ 8"O.C. Z W = ROOF SHEATHING (AS NOTED) I ( I I L� I I (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) THREADED COUPLING AS REQUIREy 0 V 2x6 BRACE SPACED @ 48"O.C. UNLESS m C.) = a GYPSUM BOARD TOP CHORD OF GABLE END TRUSS I I I I I I I OTHERWISE NOTED ON ROOF LAYOUT. GYPSUM BOARD W cn VERTICAL WEB OF GABLE END I I I \ I 2x— SPF #2 STUDS@ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16 O.C. - U.O N. (SEE WALL LAYOUT) 2 2s RATED SHEATHING, EXPOSURE I. m ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH „ � J W O I I 0.131"x 22' NAILS IF BRACE LENGTH FASTEN WITH 0,131" x 2X" NAILS 6"O.C. ON FASTEN WITH 0.131" x2)/2" NAILS 6"O.C. ON I TRUSS I I I II 1 , %s" RATED SHEATHING, EXPOSURE I. L -j r NUT & 3"x 3"x Ya" WASHER I I I I EXCEEDS 9'-0". @ a U 0 r EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS.(U.O.N.)EDGES AND 12 O.C. ON INTERMED TE SUPPORTS. (U.O.N.) v �-- I I I I II " BLOCK ALL EDGES SEE "F" ONS 2 zuj h I (BLOCK ALL EDGES) SEE F ON SD 2 ( ) - w A 12" LONG SCAB (MATCH BOTTOM I I I I I I ° I I �\ THREADED ROD ASSEMBLY AT O THREADED ROD ASSEMBLY AT (D U a CHORD) WITH Y2" SPACERS I I I I I I I ( \ LSTA12, LTP4, OR SDWC 15600 48"O.C. NOTED SPACING SEE DETAIL "DD" ON SD -3 NOTED SPACING (SEE DETAIL "DD" NSD 3) a) @ ( ) G JOB NUMBER: COUNTY: kWj NOTE: w 18-1630 DUVAL ----BOTTOM CHORD OF GABLE END NOTE: SILL PLATES ON EXTERIOR WALLS TRUSS \ /� SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED Y4" = V-0" (U.O.N.) q (2) 2xDOUBLEPLATE _ SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL DO NOT SCALE THIS DRAWING RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIELEASE DATE: = \ THREADED ROD ASSEMBLY ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) 11-19-18 ' GBC CLIP ;? REQUIRED AT EACH BRACE MAXIMUM 48"O.C. SPACING (U.O.N.) 2x STUDS / TOENAIL BOTTOM CHORD OF TRUSS TO Y' 1 2x_ TREATED SYP #2 SILL PLATE ITH ANCHORS 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "DD" ON SD -3) c INSET WALL 2 (SEE DETAIL "DD" ON SD -3) INSET WALL DRAWN BY: f DOUBLE PLATE WITH 0.131N3X" NAILS FOR STUCCO FOR STUCCODJM @ 8"O.C. APPLICATIONS APPLICATIONS I C E C O PY CHECKED BY: F \ 11 4II �'- ii' a a w TITLE: —�-SS THREADED ROD NOT SHOWN FOR CLARITY 2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING ;w '-- SEE FOUNDATION DETAILS 'w' SEE FOUNDATION DETAILS 2 SECTIONS AND DETAILS CONTINUOUSLY BETWEEN BRACES -(n (1 of 2) M SECTION - PLATFORM FRAMED GABLE END N SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO TORY WALL SHEET: SD -2 SD -2 It, SD -2 SD 2 0 04 SD•2 END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C, 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" I 100" TO 158" 146" TO 232" 127" TO 201" c � MSTA24 STRAP LOOPED OVER INSTALL DSP CLIP @ 32"O.C. cn 1 DOUBLE PLATE NAILED WITH MAXIMUM SPACING (U.O.N.) v (6)10d x 1)/2" NAILS INTO EACH c co SIDE OF STUD INSTALL MS A24 STRAP LOOPED OVE N DOUBLE PLATE 12" MAX. DOUBLE PL E. NAIL TO CRIPPLE ON u ~ rNi E EACH SIDE ITH (6) 0.131" x 1)/2" NAILS. � u- o EXTERIOR BEAM (AS NOTED) ME Ld WALL STUDS DOUBLE PLATE I I I I aoi NOTCH BEAM AS REQUIRED TO I o zz FIT BENEATH DOUBLE PLATEI I STRAP RIPPLE TO HEADER WITH 0 Y wa`� BEAM BEARS ON (2) 2x_ JACKS I I I LSTA18 TRAP u) Q -0 E U) (TYPICAL - U.O.N.) LTT20(U.O.N.) CONDITION:it I I I I � � W m SILL PLATE I I I (NOTCHED BEAM) I I L w I Icn I I I a CO co Ca. H 0 N � N RATED ROOF SHEATHING __ V — I J 2x_ L -BRACE NAILED TO �s a -- ------------------------------ VERTICAL WEB I UI 1 __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V n WITH 0.131'x 3" NAILS 6'O.C. --- I----nT------i7-----_n------n---I III IIII IIIII iIINAIL SHEATHING TO DOUBLE PLATE WITH THREADED ROD ASSEMBLY I I THREA D ROD A SSEMBLY �Qt CN�O �°OVERTICAL WEB IN GABLE END (2ROWS OF 0.131"x2/z NAILS@ 6 O.C. U) (19o TRUSS NIL SHEATHING ALONG BOTTOM OF MBLY •§ 0 0Lu NOTE: NOTE: mH, THREADED ROD ASSEMBLY THREA ED ROD ASSE0HEADER 3'O.C. m2x_ LOOKOUTS AT 48"O.C. INSTALL DSP CLIPS @ 24" O.C. OR NOT REQUIRED AT GARAGE NOT R UIRED AT GARAGE co DOOR OPENINGS. DOOR ENINGS. �SPH@ 32"O.C.W- 16" OR 24" 0. EXTERIOR BEAM (AS NOTED) w SPACING (SEE TABLE) (2) MSTAM24 STRAPS FASTENED TO " STUDS AND FACE OF FOUNDATION DOUBLE PLATE BEAM INSTALLED BENEATH DOUBLE PLATE a SILL PLATE cn NOTE: BEAM BEARS ON (2) 2x_ JACKS in m FLORIDA C.A. NUMBER: 25846 (TYPICAL - U.O.N.) ANCHOR BOLT AS REQUIRED ANCH BOLT AS REQUIRED a WHERE TRUSS CONTAINS DIAGONALS, INCREASE L -BRACE o \\\,�mrtr►m�u�// REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH CONDITION: 2 ,,.��`°����( D 6•,�;'I�ly., OVER DIAGONALS. J ��o° ............ •. (DROPPED BEAM) FLUSH HEADER CONDITION DROPPED HEADER CONDITION�\c- ALTERNATE m = S�,•; cS' N L • O ■ O791 �O rE 0oP DETAIL - TYPICAL VERTICAL BRACING AT ABLE END DETAIL -UPLIFT ANCHORAGE WITHOUT THREADED ROD DETAIL -EXTERIOR BEAM T WALL CONNECTION DETAIL -DOUBLE PLATE STRAPPING OVER WIDE OPENINGS sD 3 sD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3)I`SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED �,,��`• : . A EN���•� \� ''''"111111 Ift11111111111U\\\\ ALTERNATE ANCHOR: — o Y2" x 6" TITEN HD UPLIFT CONNECTOR AS NOTED \ _ = 11 1 18 (MECHANICALLY GALVANIZED) TRUSS (AS NOTED) ( ) NAIL EACH END OF BLOCKING TO c OYD S. SIMPSON, PE EXTERIOR BEAM BOTTOM CHORDS WITH (3) 0.131"x 3;/4" m a WITH 2" x%" WASHER 2x4 SPF BLOCKING- NAIL WITH (2) E L/ FL PE No. 50791 ROOF SHEATHING (AS NOTED) 2x4 SPF NAILER NAIL TO TOP PLATE 0.131"x 3Y4" NAILS AT EACH END INSTALL 2x4 BLOCKING BETWEEN C OMMENTS: H6 CLIP FROM WITH (END NAIL OR TOENAIL) TRUSS BOTTOM CHORDS @ 12"O.C. c -ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 0.131"x 3Ya" NAILS @ 6"O.C. BRACE (IF REQUIRED) LAP BEAM PLIES AND I BOTTOM CHORD OF TRUSS NAIL AS SHOWN - (5) TO REPLACE (1) ROW OF LATERAL 0.131"x 3%" NAILS PER PLY NAIL EACH BLOCK TO DOUBLE PLATE L 1 I BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST (AS NOTED) WITH (3) 0.131"x 3Ya" NAILS .0 I PT POST (AS NOTED) NAILED TO EACH PLY OF TRUSS WEB AT11 1NAIL PORCH SHEATHING AS NOTED Q ABU POST BASE o ' 6'IO.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST (AS NOTED) TRUSS BOTTOM CHORD DOUBLE PLATE U ` TO REPLACE (2) ROWS OF LATERAL TO BEAM BRACING INSTALL 2x6 No.2 SYP T BRACE EXTERIOR BEAM �" THREADED ROD EXTERIOR FRAMED WALL NAIL PORCH SHEATHING AS NOTED MINIMUM %s" RATED SHEATHING, • EXPOSURE I FASTEN AS NOTED o i'I I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) WITH NUT SET IN ON WALL LAYOUT BLOCK ALL -------- y ---------! - WITH 0.131" x 3" NAILS @ 6"O.C. PLAN VIEW AT TOP OF POST HESIVE � (TEMBEDMENT)~�__ ' EXTERIOR FRAMED WALL EDGES) ( <o`a ° II ° ° a I I \A 4 1 NOTE: °I ; a ° o , c(a co T -BRACING TO BE USED WHEN ° CONTINUOUS LATERAL BRACING IS c .N IMPRACTICAL. SIDE VIEW AT BASE OF POST m T SECTION - TYPICAL T -BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST v SECTION - EXTERIOR WALLPARALLEL TO TRUSS w SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS sD 3 sD 3 sD 3 sD 3 \,E-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY R FERENCED u NAIL SCAB TO TOP CHORD WITH m INSTALL SPH_ CLIPS AT 32"O.C. AT DOUBLE PLATE(4) 0.131"x 3 a" NAILS 0 LAST TRUSS IN ROW REQUIRING BRACING ALTERNATE: MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL SCAB IN EACH 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND DOUBLE PLATE NAILED WITH TRUSS IF NO WEB IS PRESENT m NAIL DIAGONAL BRACE TO BLOCKING (6)10d x 1 Y NAILS c, WITH 3 NAILS BOARD WITH 0.131"x 3Y" NAILS @ 6"O.C. INTO EACH SIDE OF STUD O (3 0.131"x &X' NAILS TYPICAL AT BAND BOARD ROOF SHEATHING UPPER LEVEL STUD EACH TRUSS 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x4 X -BRACE ACROSS LENGTH OF 3 EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING INSTALL 2x4 SYP FLATWISE BLOCKING 2 SHEARWALL (3) NAILS BETWEEN TRUSSES. TOENAL EACH CS16 STRAP (CUT TO LENGTH) FROM UPPER END WITH 3) 0.131"x 3%" NAILS, STUD TO HEADER BELOW @ 32"O.C. (U.O.N.).L CCAP D I _ _ ( NAIL INTO UPPER STUD WITH (11)10d AND NAIL /z"' NAIL SCAB TO PLATE WITH (3) I RAISED HEEL TRUSS WITH HEEL HEIGHT — INTO HEADER WITH (11)10d NAILS. 0.131"x 3Y" TOENAILS NAIL DIAGONAL BRACE TO INTERMEDIATE GREATER THAN 6" / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN TRUSSES rn H- WEBS WITH (2) NAILS OPEN WEB TRUSS / TOENAILED TO DOUBLE PLATE WITH T DOUBLE PLATE NAILING NOT REQUIRED BETWEEN UPPER SOLE o I --1,2x4 SPF No.2 DIAGONAL BRACE PLATE AND LOWER DOUBLE PLATE. 0.131"x3 4" NAILS @ 4"O.C. W (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) SHEATHING CONTINUOUS FROM BAND BOARD FLOOR Y A TRUSS (AS NOTED) TEM o S S NOTED S �� frGfjl - TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH pjS I NAIL DIAGONAL BRACE TO TRUSS EDGE NAILING REQUIREMENTS OR UPPER WALL SHEATH AREA BETWEEN DOUBLE PLATEm WEB WITH (3) NAILS BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE Z TOENAIL TRUSS TO PLATE WITH AND ROOF SHEATHING WITH /s" OSB MINIMUM %s" RATED SHEATHING, 6' „ RATED SHEATHING. NAIL WITH SHEARWALL DOUBLE PLATE '2, 0 W W 2 0.131 x 3 a NAILS EXPOSURE I FASTEN AS NOTED 1p O NAILING PATTERN FOR WALL. ON WALL LAYOUT (BLOCK ALL EDGES) a V V DOUBLE PLATE (U.O.N.) (SEE WALL LAYOUT) LOWER LEVEL HEADER (AS NOTED) 3 Z Z Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA DETAIL -TYPICAL RAISED HEEL TRUSS BLOCKING 0 - > CONTINUOUS LATERAL BRACE (QUANTITY SD 3SD-3 o i/) c',, a W I AND LOCATION DEFINED BY TRUSS SHOP w DRAWING.) in �■ I � i I I Q NAIL CONTINUOUS LATERAL BRACE TO y W EACH TRUSS WEB WITH (2) NAILS BB DETAIL -CONNECTION OF UPPER LEVEL STUD TO HEADER $FLOW cc SECTION -INTERIOR SHEARWALL PERPENDIC AR TO TRUSS ` `t °° I.L. sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY FERENCED ._J.I ROOF TRUSSES (BY OTHERS) U C r I I i c Z W I NOTE: W 00 I ATTACH DOUBLE PLATE TO STUD PER V Of 3 TRUSSES MINIMUM DETAIL "BB" ON SD -3 c FOR CONTINUOUS LATERAL BRACE c Job NUMBER: 18-1630 couNTv DUVAL UPPER LEVEL STUD a� DOUBLE PLATE w CS16 STRAP (CUT TO LENGTH) FROM UPPER A NUT WITH 2"x 2"x 3' WASHER STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). Y" =1'-0" (U.O.N.) NOTES: ALTERNATE: SIMPSON LBPSY2 SLOTTED NAIL INTO UPPER STUD WITH (11)10d AND NAIL DO NOT SCALE THIS DRAWING WASHER WITH 1" WASHER. / INTO BEAM WITH (11)10d NAILS. = RELEASE DATE: / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 11-19-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) 3/8"0 THREADED ROD BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.)SIMPSON 8"O x 6" TITEN HD OR SIMPSON %" 0 x 6 %" TITEN HD ROD COUPLER 3„ DRAWN Bv: DJM WITH 1" CUT WASHER g THREADED ROD SET IN ADHESIVE 3n WITH MINIMUM 4" EMBEDMENT BEAM (AS NOTED] �, CHECKED BY: F OR2 THREADED ROD SET IN ADHESIVE WITH WITH 1" WASHER w TITLE: MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER O Fi C E COPY SECTIONS AND DETAILS (2 of 2) = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD DETAIL - THREADED ROD ASSEMBLY DETAIL - ANCHOR BOLT FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG o SD 3 sD 3 SD -3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3SD�3 `V O LEG CY ENGINEERING, LEGACY 6424ABEACH BOULEVARD INC JACKSONVILLE, 32216 ENGINEERING, INC 904-721-11000OFFICE Project No.: 904-722-1100 FAX Report No.: Geotechnical&Materials Engineering and Testing page of Lab No.: Report of In-Place Density (Asphalt Soil ests or Coring for Thickness(--circle one--) Project: /-_-_,.&-..,„‘_,..r._i Fiji.I Contractor: P/C e ,'-!,t 7i.).-1.5-, 'cc N Method: -'7—fi-x,r - Reported To: Location by: Location: -,J,fs Course: `i, Material: Spec. Requirements: 9 s-, Date '7 ? (,/- ?v Pass/ Location Elev/ Base/LR/ Dry Max. %of Moist Fail/ Depth/ Asphalt Density Dry Max Retest t Thickness Density* Den ')) /2 ,, , , 97.7 /�• z_ / / o 5 - 3 , I 4 6,) yv. 1) -y/ti / 5 . 3 L/ 9S // *Source of Proctor(Project Number) P-Test Meets Specification Requirements F- Test Fails To Meet Specification Requirements R-Retest To Be Com•1.to• F • Employee Name_ _.----7r-------- ❑-Standby Time from to Total: Billing Comments ❑-Job Time from to Total: _ Trip Charge(Job Canceled) ❑-Travel Time from to Total: (To job) Out of Town Mobilization O-Travel Time from to Total: (From Job) City Total Hours: s White Copy-Office Use Yellow Copy-Field Box Pink Copy-Personal Use (Office use