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1296 BEACH AVE - REVISION 11-2-17CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 Telephone (904) 247-5800 FAX (904) 247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT ° bate: r< l 2 1 -7 Received by: Resubmitted: Perrmt Nduber; t original Plans Examiner: _ Project Name: Project Address: i Z� Contractor': t �{i 'C_ t c �„ (� , Confact Fame: 2 Contact Phone: ! Li 7 c 2 ]Z Contact e-mail: -z. ( r,1 Revision / Plan Check I Permit Fee (s) Uue Description of Pro ased Revision to Exi ting Permit: t.�..lei a V NOV 2 2017 Additional Increase in Building Value: Additional S.F. Site Plan Revised: Public W1 U Approval. B signing below, I (print name)_ affirm that the above revision =Signature proposed changes. ractor / Agent (Contractor must sign if increase in valuation) late i o'ice tlse C7n1y i Date, _ ` 1DPrcved Rejected: Notified by: Plante Corn =ts:COY _ iL vv C G R I ^P`e i 1 De artment review re uired Yes No URI I anntng mooning "free Administrator Public Works Public Utilities Public Safety Fire Services CITY OF ATLANTIC BEACH 800 SeinnIc Road Atlantic Beach, Florida 32233 Telephone (904) 247-5800 FAX (904) 247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: (11 1 Received by: Resubmitted: Permit Number:---- Original utxtber:Original Plans Examiner: _ Project Name: Traject Address: 1 2' Contractor s ,, cen 41 , `,,Contact Mame: Z e 4--e-te cif" Contact Phone f2 cA.{ _ -2 (a 02 Z Comet email: u i c o k,X,Js Revision / Plan Check I Permit Fee (s) Due: ll,esc1J tio>a f Proposed Revision to Exiltiin Permit: �.. VVN NOV 2 2017 Additional Increase in Building Value: � Additional S.F. Site Plan Revised. Public W 1 U Approval: By signing below. I (print �, affirm, that the above revision is inclusive f the proposed changes. Signature 4 Contractor I Agent (contractor ►Must sign it increase in valuation) � hate Mice Use only Lurie: ! ` ` 1 Approved. Rejected: Notified by: Plan Review Co eras: Department review re aired Yes No anrlln� . µhoning Tree Administrator Public Works Public Utilities Public Safety Fire Services DESIGN CRITIFRIA a THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION. FOUNDATIONS REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST 1 A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF THE PROjEcr SHALL INSPECT AND PUBLICATION. ASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILL5 BEFORE PLACEMENT OF 3 1 3 1 3 FOUNDATIONS, FOOTINGS, SLABS, ETC. WRITTEN ACCEPTANCE OF WORK INSPECTED AND - - -- - - - - - - - - - - - - - METHOD OF COMPLIANCE: ............................................................... PRESCRIPTIVE COMPLIANCE METHOD - - - - - - - - - - - VERIFICATION OF ASSUMED SOIL BEARING PRESSURE SHALL BE SUBMITTED TO THE ARCHITECT FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE LOAD OF 2,000 PSF. AND STRUCTURAL ENGINEER. 2 I ]. I 2 I I SUPERIMPOSED LIVE LOADS: STEEL ROOFS AND CANOPIES:REDUCIBLE)......................................................................................... 20 PSF ( ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: STAIRS......................................................................................................................................... 40 PSF FLOORS REDUCIBLE......................,......................,.................................................... .............. 40 PSF (REDUCIBLE) ASTM A36 FOR PLATES, ANGLES, & MISC FRAMING WIND LOADS: ASTM A500, GRADE B FOR TUBES ULTIMATEWIND SPEED....................................................................................... .......................130 MPH NOMINAL WIND SPEED................................................................................................................... 10f PH ALL CONNECTION BOLTS SHALL CONFORM TO ASTM A325. MEANROOF HEIGHT..................................................................................................................... 18 FT RISK CATEGORY.......................................................................................................................... II WELDING OF STRUCTURAL STEEL SHALL BE PER AWS D11. LATEST EDITION. WINDEXPOSURE ....................................................................................................................... D EXPOSURE CLASSIFICATION................................................................:.. .......... .............. .... ENCLOSED WHERE FILLET WELD SIZE ISN'T CALLED -OUT ON WELD SYMBOL, FIL LET SIZE SHALL BE 1/16 INTERNAL PRESSURE COEFFICIENT....................................................... ............................... ±0.18 ..SMALLER THAN THE THICKNESS OF THE THINNER OF THE ELEMENTS TO BE WELDED. DIRECTIONALITY FACTOR (Kd)...................................................................................................0.85 SHAPE FACTORS ................................................ ............................... .................. ......... PER CODE STRUCTURAL STEEL SHALL BE SHOP PRIMED PER SSPC PAINT SYSTEM NO. 7.00. PRIMER SHALL BE THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISrSSPC PAINT WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. OMIT PAINT AT SURFACES TO BE THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESIS T EPROOFED. TOUCH-UP BOLT HEADS NUTS FIELD WELDS AND RASIONS IN SHOP PRIMER WITH GLAZING IS REQUIRED. FIR O , SAME PAINT. CONCRETE IF ANY DISCREP BETWEEN SPECIFICATIONS, NOTES AND D WINGS ARE NOTED THE MORE DISCREPANCIES ENS C STRINGENT REQUIREMENT GOVERNS. ALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL CONFORM TO ACI 301. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF T 41SC STEEL SHOWN ON THE ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THE STRUCTURAL DRAWINGS SUCH AS SHELF ANGLES, LINTELS, SUPPOR r MEMBERS FOR CURTAIN WALL OR MASONRY AND EDGE ANGLES FOR OPENINGS AND PERIMETER CONDITIONS. IT IS THE INTENT OF REQUIREMENTS OF ACI 318 AND THE PROJECTS DESIGN BUILDING CODE. THESE DRAWINGS THAT THESE ITEMS ARE FIELD ATTACHED BY FIEL D WELDING OR FIELD BOLTING BY THE OTHER TRADES USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS CONCRETE IS PROHIBITED. TO MEET TOLERANCES REQUIRED ' THESE T LERANCES MAY BE MORE STRINGENT THAN AISC TOLERANCES. CONFORM TO THE FOLLOWING: CONCRETE SHALL C THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND I ETAILS WITH THE EXISTING F'c @ 28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX) CONDITIONS AND REPORT ANY DISCREPANCIES TO THE EOR PRIORT OTHE COMMENCEMENT OF 4,000 NORMAL WEIGHT SLAB -ON -GRADE 0.50 SHOP DRAWINGS. THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN I% & 4%. POST INSTALLED ANCHORS ACI .TED BELOW OR PER LATEST CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOPOST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION 3THAN THOSE LISTED: .18 FOR CONDITIONS OTHER DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM TI 1E EOR PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN-PLACE CONCRETE CAST AGAWST EARTH ........................ ANCHORS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE BEAMS AND COLUMNS...............................................................................1 1/2" MANUFACTURERS WRITTEN INSTRUCTIONS. SUBSTITUTION REQUES FS .FOR PRODUCTS OTHER ................................................................................2" FROM TOP THAN' SLABS ON GRADE ........................................................................................... HAI\ THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE EOR FORMED CONCRETE EXPOSED TO EARTH OR WEATHER...................2" ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED SLABS &WALLS NOT EXPOSED TO EARTH OR WEATHER F,THAT THE SUBSTITUTED OFESSIONAL E CALCULATIONS SHALL DEMONSTRA E I -- ------ ----------------- 3 I 3 ( 3' 3 ( 3 13 --I--- ------------------------I-- I i 1 1 i 2l 2 I I - - =-- - 3 I 3 13 ROOF PLAN (GENERIC BUILDING SHOV7! 5 T F 4 O a 5 5 4 5 0 ................. PR NGINEER. THE PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES CHAMFER ALL EXPOSED CORNER 3/4" MINIMUM. (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DI iSIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. PROVIDE CON NOUS SPECIAL a ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER Tf 1E APPLICABLE EVALUATION REPORT. ( REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 VNO. CONCRETE ANCHORS CING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL DO NOT WELD REINFORCING MECHANICAL ANCHORS. SHALL HAVE BEEN TESTED AND QU IFIED FOR USE IN WALLS (GENERIC BUILDING SHOWN) ENGINEER. ACCORDANCE WITH ACI 355.2 AND ICC -ES AC193 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE -APPROVED MECHANICAL ANCHORS INCLUDE TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. SIMPSON STRONG TEE "TITEN-HD" THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING -SIMPSON STRONG TIE "TITEN" POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. SIMPSON STRONG TIE "TORQ-CUT" -HILTI "KWIK BOLT 3.. i WIND PRESSURE DIAGRAMS THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE EOR PRIOR TO THE COMMENCEMENT OF ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND QUAL D FOR USE IN 50.1 SCALE: NTS SHOP DRAWINGS. ACCORDANCE WITH ACI'355.4 ANDICC-ES.AC3Q9 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: WOOD -HILTI "HY 200-A" CLIPS CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON STROAG-TIE -SIMPSON "SET - XP" PROVIDE (3)-2x4 FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVID LOAD ATTACH NEW & EXIST CONNECTORS, VNO. FAS POWDER AND GAS ACTUATED FASTENERS: SHALL HAVE BEEN ESTED AND QUALIFIED STUDS CONT TO EQUALS OR EXCFE SPECIFIED VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIES Q FOR USE IN ACCORDANCE WITH ICC -ES AC70. PRE -APPROVED MEC CAL ANCHORS E T FOUND ION CLN JOISTS TO NEW FASTENER. INCLUDE: BEAM & WALL WI -SIMPSON STRONG TIE "POWER DRIVEN FASTENERS" SIMPSON A34 (TYP) E SEE CODE FOR TABLE „ BUILDING CODE. . R SHALL BE IN ACCORDANCE W HE BU _. NAILING OF ALL SIMPSON STRONG TIE GAS ACTUATED FASTENERS -• ••• •••• • •M.••r •`• - •• ••• -•-- • • •• 2 F PRESSURE TREATED WO LBEM ADE O P SHAL _ . ....:. . � � EXIST CLNG JOISTS ASSUMED TO ALL SLEEPERS AND SILLS MASONRY ANCHORS . ,-. MECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AND..QUAl TIED FOR USE IN ...:... BE 2x6 JOISTS @ 16 OC MAX. ONE STUD UNDER HEADER. AT OPENINGS OTTER 6 PROVIDE 2 STUDS UNDER AT OPENINGS OR LESS PROVIDE O ACCORDANCE -E R A 106. PRE -APPROVED MECHANICAL ANCHORS INCLUDE.:. _ > (� > : EXIST JOIST ASSUMED TO ONLY ER. STU S FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF WITH ICC -ES ACO1 O C HEAD-SIMPSON STRONG TIE TITEN-HD SUPPORT GYPSUM BOARD STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE INTERRUPTED BY THE OPENING -SIMT ITEN" F THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). -SIMPSON STRONG IE T CEILING, ELECTRICAL PROVIDE 3 FULL HEIGHT STUDS EACH SIDE O-BUILDEX TAPCON MECHANICAL ELEMENTS (TYP) -HILTI "KWIK BOLT 3„ EACH END OF HEADERS. PROVIDE 2 HEADER STRAPS < < , AT OPENINGS, PROVIDE 1 LSTA12 SIMPSON STRAP TO STUDS ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND U IF'I'IED FOR USE IN ' BEATER. MOVE REQUIRED SEE SCHED) FLOOR TO FLOOR STRAPS BENEATH OPENING TO Q AT OPENINGS 6 AND G Q ( ACCORDANCE WITH ICC -ES AC58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE v' EACH SIDE OF OPENING (ONE HALF EACH SIDE). ALSO, PROVIDE LTT20 FOUNDATION HOLDOWN TO STUDS EACH -H"ILTI HY 70 w . SIDE OF OPENINGS 6 AND GREATER. SIMPSON SET -XP TIONS WITH UPLIFT. SHALL BE 1/8 x2 x2 AT BEARING LOCA SILL PLATE BO T AND ANCHOR BOLT WASHERS L BE IN TALLE INTO SOL GROUTED I " �. w ANCHORS INSTALLED IN CONCRETE MASONRY SHALL S ID _ <.: U CONCRETE MASONRY. O RATED SHEATHING EXPOSURE i WITH 24/16 SPAN RATING. - WALL SHEAT G SHALL BE 7/16 MINIMUM APA , �" BEAR BEAM ON TOP OF HORIZONTALLY FOR FLEXIBLE WALL FINISHES. SHEATHING MUST SHEATHING M BE ORIENTED VERTICALLY OR HO ADHESIVE ANCHORS SHALL BE INSTALLED WITH 12' BAR DIAMETER EMBEDMENT MINIMUM ! NEV BUILT-UP STUDS. ALLY FOR BRITTLE WALL FINISHES STUCCO UNLESS STRUCTURAL 1 RATED SHEATHING BE ORIENTED ORIZONT (STUCCO) UNO. v� �C _......_ _.._ AT W/ SIMPSON CS22 OR 15/32 5-PLY/5-LAYER PLYWOOD OR 15/32 OSB IS USED. cn & (�)-16dTOENAILS ASSUMED EXIST _ a _ fi..:... ..... .._.....,.. ..,. .. _........., .._..., CLNG JOIST NON SHEAR WALL WOOD WALL SHEATHING SHALL BE UNBLOCKED. FASTEN SHEATHING TO STUDS w/8d'@ 6 OC ~' ORIENTATION LEMS c� z „r,,.., a REQUIREMENTS AT SHEAR WALLS,SUPP NTARY NOTES p T 12 OC AT INTERMEDIATE SUPPORTS. FOR NAILING REQ AT PANEL EDGES ANDAZ � ,...,.. , _,� „ .__.,_ _,_,, k .... .... ..... ... .. .........._.....,. .,....... ..., REDUCE. C THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, SEE SHEAR WALL SC I ELEMENTS ARE NOT W W ...,,; �. f BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL� ` U ,Z ., . ....... . _...... .......... _._.., ..._..w ,. ,,__.,...... ,_.. .;.., R DECKING SHALL BE NAILED WITH 10d NAILS AT /4 DECK. SPACE NAILS AT 6 AT SUPPORTED EDGES OF Z FLOG CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. � " AND 12" SPACING AT INTERMEDIATE SUPPORTS. c� ATTACH EA CEILING t .DECK {4 AT EXTERIOR WALLS) U ............................ .__. , ..... . _........,_ .. , ,_....,.... , REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THE 3 H JOIST GIRDER TO NEW I w` � " N MOF 3 STUDS OR GIRDER TRUSSES CARRYING FLOOR OR ROOF LOADS. [ Z BEAM W/ (8)-#9x1 1/2 `. PROVIDE A MINIMUM PROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMEN IONS OR DETAILED QUANTITIES, _, ...M.. . ,_....., .....,, . ..........._ . NOR REVIEW OF THE CONTRACTORS :SAFETY MEASURES ON OF OFF HE WORKSITE OR THE MEANS , W SD SCREWS INTO T 1 ON CENTER 2" FROM TOP x BEAM ALL DOUBLE HEADERS SHALL BE NAILED TOGETHER WITH 16d NAILS STAGGERED A 6 AND METHODS OF DOING ANY WORK. S SHALL BE 2 2x12, VNO. AND BOTTOM. HEADER T AND PROVIDE (3)-2x STUDS THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND CHITEC URAL ND OF D THE NOTCHES ON THE S CO T TO EXIST BEAM Y THE ENGINEER. IF APPROVED UST BE APPROVED B .. ,....,�..v„ „ .,.,..• , ,..,,.,, .,, �„_ a.. ..��..-., .. ..., ..�,..,... ..�,, .u.,..._�,.. N > .HOLES AND NOTCHES. M ;, STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF . IPE OR CABLE SHALL NOT BEWITHIN BELOW. BEAR BEAM ON JOISTS SHALL NOT EXCEED ONE-FOURTH THE DEPTH; HOLES BORED FOR P CONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS. ONE- EXCEL TOP OF NEW B M THIRD OF THE JOIST DEPTH AND THE DIAMETER OF SUCH HOLE SHALL NO ,,, THE TOP OR BOTTO � UILT-UP D -SIXTH FOR PIPES IN THE TOP OR BOTTOM OF JOISTS SHALL L NOT EXCEED O STUDS. ATTACH Wl THIRD THE JOIST DEPTH NOTCHES STRUCTURAL OPENINGS. AROUND OR AFFECTED BY MECHANIC ELECTRICAL AND PLUMBING ALL S BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. .THE JOIST DEPTH AND SHALL NOT EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH _ S1M1'SON HTS 16 & (2)-16d Q Q , STRUCTURAL WORK AFFECTED. TOE NAILS NOV 2 2017 ll STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE UNDER 1. NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE.. SYP MAY BE SUBSTITUTED FOR SPF. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW .SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. PRESSURE TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE AMERICAN i WOOD PRESERVERS ASSOCIATION (AWPA . ) GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THECONTRACTOR'S SHOP DRAWING w <: LS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE 304 OR "RUBBERALL FASTENERS AND NAI STAMP OR HAVE BEEN MERELY STAMPED SHALL BE RETURNED WITHOUT REVIEW. ' H CCA -C OR SEX (DOT). BUT NOT SBX` DOT TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH ( ) � ) CONTRACTOR SHOULD ALLOW TWO WEEKS FOR SUBMITTAL REVIE ' WITH SODIUM SILICATE (NaSi02). REVISION '� j �®®®®®06111! I E X I S I O J./0100®®'11! CONTRACTOR SHALL NOT ORDER MATERIAL OR COMMENCE WITH CONSTRUCTION UNITL SHOP � �► ® BP# S '7 0/ CEN ICI s • R FOR FRAMING. PARTIAL 2ND FLOOR CEILING 9 UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBE DRAWINGS HAVEBEEN REVIEWED AND APPROVED. WORKbONE OR ORDERS PLACED BEFORE SHOP ,0 �•® � F n DAT ®2 i FRAMING MINIMUM GRADE DRAWING APROVAL IS AT THE CONTRACTORS R13K. _� No. 80481 SILL ON FOUNDATION WALLS OR NO.3 SYP 1 FRAMING PLAN 'SIGNED � • SLAB ON GRADE THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES THE PROPERTY OF LOWE 2 _ SCALE: 1 4" = F-0" e �'� • ; r STRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALLCOMPENSATE LOWE 50.1 / . 2 SYP JOISTS, RAFTERS & HEADERS NO STRUCTURES, INC. FOR THE USE OF THE PROJECTS CAD FILES FOR Y PURPOSE INCLUDING SHOP PLAN ® • P® ®® DRAWING PREPARATION. '` °®®®`- •o®•®•°° PLATES CAPS BUCKS N0.2 SYP 0 goo ®®®i S�O THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOI VN ON ARCHITECTURAL AND 1111111 OFFICE COPY STUDS SEE SCHEDULE STRUCTURAL PLANS AND DETAILS WILL CONTROL. 10/26/2017 POSTS & COLUMNS NO.2 SYP COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF ALL ZONES +45.6 +42.7 +41.4 1 -49.8 -43.9 -41.4 2 -58.3 -52.4 -49.8 3 -58.3 -52.4 -49.8 to & 20 -84.5 -78.6 -76.0 3o -84.5 -78.6 -76.0 WALLS ZONE 10 SF 100 SF 500 SF 4 +49.8 +42.4 +37.2 -54.1 -46.6 -41.4 5 +49.8 +42.4 +37.2 -66.7 -51.8 -41.4 NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING, NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR ZONE LOCATIONS. 4) ALL PRESSURES SHOWN ARE ULTIMATE PRESSURES. a=3'-10" I -- ------ ----------------- 3 I 3 ( 3' 3 ( 3 13 --I--- ------------------------I-- I i 1 1 i 2l 2 I I - - =-- - 3 I 3 13 ROOF PLAN (GENERIC BUILDING SHOV7! 5 T F 4 O a 5 5 4 5 0 ................. PR NGINEER. THE PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES CHAMFER ALL EXPOSED CORNER 3/4" MINIMUM. (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DI iSIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. PROVIDE CON NOUS SPECIAL a ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER Tf 1E APPLICABLE EVALUATION REPORT. ( REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 VNO. CONCRETE ANCHORS CING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL DO NOT WELD REINFORCING MECHANICAL ANCHORS. SHALL HAVE BEEN TESTED AND QU IFIED FOR USE IN WALLS (GENERIC BUILDING SHOWN) ENGINEER. ACCORDANCE WITH ACI 355.2 AND ICC -ES AC193 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE -APPROVED MECHANICAL ANCHORS INCLUDE TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. SIMPSON STRONG TEE "TITEN-HD" THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING -SIMPSON STRONG TIE "TITEN" POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. SIMPSON STRONG TIE "TORQ-CUT" -HILTI "KWIK BOLT 3.. i WIND PRESSURE DIAGRAMS THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE EOR PRIOR TO THE COMMENCEMENT OF ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND QUAL D FOR USE IN 50.1 SCALE: NTS SHOP DRAWINGS. ACCORDANCE WITH ACI'355.4 ANDICC-ES.AC3Q9 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: WOOD -HILTI "HY 200-A" CLIPS CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON STROAG-TIE -SIMPSON "SET - XP" PROVIDE (3)-2x4 FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVID LOAD ATTACH NEW & EXIST CONNECTORS, VNO. FAS POWDER AND GAS ACTUATED FASTENERS: SHALL HAVE BEEN ESTED AND QUALIFIED STUDS CONT TO EQUALS OR EXCFE SPECIFIED VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIES Q FOR USE IN ACCORDANCE WITH ICC -ES AC70. PRE -APPROVED MEC CAL ANCHORS E T FOUND ION CLN JOISTS TO NEW FASTENER. INCLUDE: BEAM & WALL WI -SIMPSON STRONG TIE "POWER DRIVEN FASTENERS" SIMPSON A34 (TYP) E SEE CODE FOR TABLE „ BUILDING CODE. . R SHALL BE IN ACCORDANCE W HE BU _. NAILING OF ALL SIMPSON STRONG TIE GAS ACTUATED FASTENERS -• ••• •••• • •M.••r •`• - •• ••• -•-- • • •• 2 F PRESSURE TREATED WO LBEM ADE O P SHAL _ . ....:. . � � EXIST CLNG JOISTS ASSUMED TO ALL SLEEPERS AND SILLS MASONRY ANCHORS . ,-. MECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AND..QUAl TIED FOR USE IN ...:... BE 2x6 JOISTS @ 16 OC MAX. ONE STUD UNDER HEADER. AT OPENINGS OTTER 6 PROVIDE 2 STUDS UNDER AT OPENINGS OR LESS PROVIDE O ACCORDANCE -E R A 106. PRE -APPROVED MECHANICAL ANCHORS INCLUDE.:. _ > (� > : EXIST JOIST ASSUMED TO ONLY ER. STU S FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF WITH ICC -ES ACO1 O C HEAD-SIMPSON STRONG TIE TITEN-HD SUPPORT GYPSUM BOARD STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE INTERRUPTED BY THE OPENING -SIMT ITEN" F THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). -SIMPSON STRONG IE T CEILING, ELECTRICAL PROVIDE 3 FULL HEIGHT STUDS EACH SIDE O-BUILDEX TAPCON MECHANICAL ELEMENTS (TYP) -HILTI "KWIK BOLT 3„ EACH END OF HEADERS. PROVIDE 2 HEADER STRAPS < < , AT OPENINGS, PROVIDE 1 LSTA12 SIMPSON STRAP TO STUDS ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND U IF'I'IED FOR USE IN ' BEATER. MOVE REQUIRED SEE SCHED) FLOOR TO FLOOR STRAPS BENEATH OPENING TO Q AT OPENINGS 6 AND G Q ( ACCORDANCE WITH ICC -ES AC58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE v' EACH SIDE OF OPENING (ONE HALF EACH SIDE). ALSO, PROVIDE LTT20 FOUNDATION HOLDOWN TO STUDS EACH -H"ILTI HY 70 w . SIDE OF OPENINGS 6 AND GREATER. SIMPSON SET -XP TIONS WITH UPLIFT. SHALL BE 1/8 x2 x2 AT BEARING LOCA SILL PLATE BO T AND ANCHOR BOLT WASHERS L BE IN TALLE INTO SOL GROUTED I " �. w ANCHORS INSTALLED IN CONCRETE MASONRY SHALL S ID _ <.: U CONCRETE MASONRY. O RATED SHEATHING EXPOSURE i WITH 24/16 SPAN RATING. - WALL SHEAT G SHALL BE 7/16 MINIMUM APA , �" BEAR BEAM ON TOP OF HORIZONTALLY FOR FLEXIBLE WALL FINISHES. SHEATHING MUST SHEATHING M BE ORIENTED VERTICALLY OR HO ADHESIVE ANCHORS SHALL BE INSTALLED WITH 12' BAR DIAMETER EMBEDMENT MINIMUM ! NEV BUILT-UP STUDS. ALLY FOR BRITTLE WALL FINISHES STUCCO UNLESS STRUCTURAL 1 RATED SHEATHING BE ORIENTED ORIZONT (STUCCO) UNO. v� �C _......_ _.._ AT W/ SIMPSON CS22 OR 15/32 5-PLY/5-LAYER PLYWOOD OR 15/32 OSB IS USED. cn & (�)-16dTOENAILS ASSUMED EXIST _ a _ fi..:... ..... .._.....,.. ..,. .. _........., .._..., CLNG JOIST NON SHEAR WALL WOOD WALL SHEATHING SHALL BE UNBLOCKED. FASTEN SHEATHING TO STUDS w/8d'@ 6 OC ~' ORIENTATION LEMS c� z „r,,.., a REQUIREMENTS AT SHEAR WALLS,SUPP NTARY NOTES p T 12 OC AT INTERMEDIATE SUPPORTS. FOR NAILING REQ AT PANEL EDGES ANDAZ � ,...,.. , _,� „ .__.,_ _,_,, k .... .... ..... ... .. .........._.....,. .,....... ..., REDUCE. C THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, SEE SHEAR WALL SC I ELEMENTS ARE NOT W W ...,,; �. f BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL� ` U ,Z ., . ....... . _...... .......... _._.., ..._..w ,. ,,__.,...... ,_.. .;.., R DECKING SHALL BE NAILED WITH 10d NAILS AT /4 DECK. SPACE NAILS AT 6 AT SUPPORTED EDGES OF Z FLOG CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. � " AND 12" SPACING AT INTERMEDIATE SUPPORTS. c� ATTACH EA CEILING t .DECK {4 AT EXTERIOR WALLS) U ............................ .__. , ..... . _........,_ .. , ,_....,.... , REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THE 3 H JOIST GIRDER TO NEW I w` � " N MOF 3 STUDS OR GIRDER TRUSSES CARRYING FLOOR OR ROOF LOADS. [ Z BEAM W/ (8)-#9x1 1/2 `. PROVIDE A MINIMUM PROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMEN IONS OR DETAILED QUANTITIES, _, ...M.. . ,_....., .....,, . ..........._ . NOR REVIEW OF THE CONTRACTORS :SAFETY MEASURES ON OF OFF HE WORKSITE OR THE MEANS , W SD SCREWS INTO T 1 ON CENTER 2" FROM TOP x BEAM ALL DOUBLE HEADERS SHALL BE NAILED TOGETHER WITH 16d NAILS STAGGERED A 6 AND METHODS OF DOING ANY WORK. S SHALL BE 2 2x12, VNO. AND BOTTOM. HEADER T AND PROVIDE (3)-2x STUDS THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND CHITEC URAL ND OF D THE NOTCHES ON THE S CO T TO EXIST BEAM Y THE ENGINEER. IF APPROVED UST BE APPROVED B .. ,....,�..v„ „ .,.,..• , ,..,,.,, .,, �„_ a.. ..��..-., .. ..., ..�,..,... ..�,, .u.,..._�,.. N > .HOLES AND NOTCHES. M ;, STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF . IPE OR CABLE SHALL NOT BEWITHIN BELOW. BEAR BEAM ON JOISTS SHALL NOT EXCEED ONE-FOURTH THE DEPTH; HOLES BORED FOR P CONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS. ONE- EXCEL TOP OF NEW B M THIRD OF THE JOIST DEPTH AND THE DIAMETER OF SUCH HOLE SHALL NO ,,, THE TOP OR BOTTO � UILT-UP D -SIXTH FOR PIPES IN THE TOP OR BOTTOM OF JOISTS SHALL L NOT EXCEED O STUDS. ATTACH Wl THIRD THE JOIST DEPTH NOTCHES STRUCTURAL OPENINGS. AROUND OR AFFECTED BY MECHANIC ELECTRICAL AND PLUMBING ALL S BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. .THE JOIST DEPTH AND SHALL NOT EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH _ S1M1'SON HTS 16 & (2)-16d Q Q , STRUCTURAL WORK AFFECTED. TOE NAILS NOV 2 2017 ll STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE UNDER 1. NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE.. SYP MAY BE SUBSTITUTED FOR SPF. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW .SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. PRESSURE TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE AMERICAN i WOOD PRESERVERS ASSOCIATION (AWPA . ) GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THECONTRACTOR'S SHOP DRAWING w <: LS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE 304 OR "RUBBERALL FASTENERS AND NAI STAMP OR HAVE BEEN MERELY STAMPED SHALL BE RETURNED WITHOUT REVIEW. ' H CCA -C OR SEX (DOT). BUT NOT SBX` DOT TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH ( ) � ) CONTRACTOR SHOULD ALLOW TWO WEEKS FOR SUBMITTAL REVIE ' WITH SODIUM SILICATE (NaSi02). REVISION '� j �®®®®®06111! I E X I S I O J./0100®®'11! CONTRACTOR SHALL NOT ORDER MATERIAL OR COMMENCE WITH CONSTRUCTION UNITL SHOP � �► ® BP# S '7 0/ CEN ICI s • R FOR FRAMING. PARTIAL 2ND FLOOR CEILING 9 UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBE DRAWINGS HAVEBEEN REVIEWED AND APPROVED. WORKbONE OR ORDERS PLACED BEFORE SHOP ,0 �•® � F n DAT ®2 i FRAMING MINIMUM GRADE DRAWING APROVAL IS AT THE CONTRACTORS R13K. _� No. 80481 SILL ON FOUNDATION WALLS OR NO.3 SYP 1 FRAMING PLAN 'SIGNED � • SLAB ON GRADE THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES THE PROPERTY OF LOWE 2 _ SCALE: 1 4" = F-0" e �'� • ; r STRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALLCOMPENSATE LOWE 50.1 / . 2 SYP JOISTS, RAFTERS & HEADERS NO STRUCTURES, INC. FOR THE USE OF THE PROJECTS CAD FILES FOR Y PURPOSE INCLUDING SHOP PLAN ® • P® ®® DRAWING PREPARATION. '` °®®®`- •o®•®•°° PLATES CAPS BUCKS N0.2 SYP 0 goo ®®®i S�O THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOI VN ON ARCHITECTURAL AND 1111111 OFFICE COPY STUDS SEE SCHEDULE STRUCTURAL PLANS AND DETAILS WILL CONTROL. 10/26/2017 POSTS & COLUMNS NO.2 SYP P� . - I � . I I - � I : � I I I � � . I . FNEW STAIR STRINGER SHALL BE LOWE I 3/4"x I 1 1/4" LVL (MIN). MIN - - ­ __ _", """ ­­­'_­­,__­ ­­ - - - __ - - __ __­ - - - -,-"-- ""' ""-, ­_­__ __ _­_ -,- ­­-, __ -, ­_ ­­­ "" ­ - , , , "" "", -­ ­ - ­-, -- -- ­ - ---DEPTU @ NOTCH SHALL BE 5 1/2" zq4.__, ... ,._ �,,�,;:�,�l.'.Z-.�;,����1-11��'ll.f=:.,.,.�,�r.l..�.�.I."��'..":.�..�'ll'.1�,�.'����,'�'I'l�'."%�,�m,��1.1,11.11�l'i�n�::�::%:�::�:::,.::,.:::�:�.f�:%�f;�:��:��=:'.;���:,'. -1-_1 .1 �%::�:2��.::::�:Z­%:::%=== � � - � �: 1, ::i-1:_ ��:� .;:�1.1-1-��n'...�.'.'.��'.���:.�'�,.;.��'�n.,.,.�,.�..:�,�:;�::�.�:�;,..�,�.,�,�:����,�In.I ... ,�.�l.-.,.,.�..":.,.�.'.�l.,.%%�n'.1�l".��l".%�%::�:%�,.l.:%��,�r,�"..�.n��n�.I.I..,.�,.�.i--;I ... 1_1�1.­` / , I � "�",.��1.11.-�-,-",---.-".-�-�-.�--�l.-I-�'l-II-11-"",�,�-1-1111--,,.",,,�I ..... 1- ........ ... .. -1-1 ..... . . ..... .. ...... ... I— . ...... � ...... ___ 11 I I ..-. 11 - -.1. ­.. .1 .... .. 1-___1_.__.__..-_.-- ---1-1.1 .... � ..... ­.,__­_,._.__,__­.­_ ... ....... . ,-.�,,��-.11�,�1-1-11,�,�-�-�1.11-�,,�.�,�,,,,�:����., STRUCTURES INC. / I \, " /, "", / 11_____� CONCRETE SLAB ON GRADE ON VAPOR i-_11 �_� I ­/ ; z I . \ .,� ".." 3/4" PLYWOOD 2x6 STAfk,�LANDING JOISTS. i � : . / ' B' z I I \ ,,�,�/ . ` / ' ARRIER AND COMPACTED FILL. T/SLAB EL ,,_-_, '­­ \ �,.,�"/ SHEATHING (TYP @ ATTACH T&STAIR BEAMS 11651 Central Pkwy. / MATCH EXISTING. NEW CONC THICKNESS \ /",// STAIR LANDINGS) W/ SIMPSO�10 \ I,' , � \(TYP) Suite 106 , PROVIDE (2) -STUDS @ NEW 4x4 WD POST @ STAIR ".�'.'.'/ 1 , _& / SHALL EQUAL EXIST TURNDOWN EDGE _1'141� , Jacksonville, FL 32224 / / THICKNESS. EXIST'FHICKENED SLAB GIRDER BRNG LANDINGS. ATTACH POST TO NEW �,,O�.,, SEE 7/S2.1 FOR END SEE 8/S2.1\\�FOR (904) 992-0377 kN%, LOCATIONS (TYP @ NEW FDN W/ SIMPSON ABA44 W/ 1/2"O .��'/' 6 r5 F ,,"�,, / ASSUMED TO BE F-4"xP-4". CONTACT EOR ,,.,� �., OF TUBE CONN TO TUBE TO TUBE FL Cert of Auth: 28261 � / & EXIST WALLS EPDXY ANCHOR W/ 3 1/2" EMBED �.'%'., S2.1 CONN \,��, , . , .,�\ " TRANSVERSE WALL , EOR: Timothy J. Morgan / FOR ALT DETAILS I ACTUAL SIZE IS \ Z`/* 2 ". .\\ / SMALLER THAN ASSUMED INTO FOUNDATION \ �,,/1'11 I I ",\\ FL PE: 80481 / \ '4_11'/ X\ I /-, / ATTACH 2x6 JOIST & 2x8 GIRDER TO � , ­­ y --1----- ..... ......... ­­­­ .... ­ � �--- .,HSS3X3X3/8 ( & LO) . . . . . 1. � � \\��,___ , _/ , __.., ,-----"-""4,�,��,�"-'-'�"'��,,�,,��,�,�,,�x- ---... I �, -_ _�,_ - r , ,���""��,���,��;,�,�,�������.,���'ll�.�;,: - ___, , = ",,--,- -- I ­�_\ I 1 '14�1_"/. ,/,/_/.,:�1" � � __ � � ­ ___ - - ­ __ - - ­ �f�"' � -,�---",�,��.''�-,..-..�.-��.-I-1.1--lI .'�""�:=,.""=�,""�,.".�',� " -4. " : ,,, ­_­/1,1-1,/.4�1 "".. - - 1 **""�"""""""'�,-"�"*'�f�:""�'��'�f�:,�,::�"�'�������', - _11�__ -- t - ...... - z , , ­/, - -,- ", I --I-- � _:::_---------EXIST & NEW WALL STUDS W/ (2)-1 Od­ - ­ - - .. 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V - I I 1_��_ � 1 4 � I i i i I i � i i : : i ) i : : � I / � � - I � I NAIL FASTENING SCHEDULE CONNECTION NAIL LOCATION NAIL (A) GUN NAIL STAPLE (B) JOIST TO SILL OR GIRDER TOENAIL 3-8d 3-3"x0:131" 3-3" 14 GA BRIDGING TO JOIST TOENAIL EA END 2-8d 2-3"x0.131 " 2-3" 14 GA 1 "x6" SUBILLOOR OR LESS TO EACH JOIST FACE NAIL 2-8d - - WIDER T 1 "x6" SUBFLOOR TO EA JOIST FACE NAIL 3-8d - - 2" SUBFLOOR Tj JOIST OR GIRDER BLIND & FACE NAIL 2-16d - - SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d @ 16" 3"x0.131" @ 8" 3" 14 GA @ 12" TOP PLATE TO STUD END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA STUD TO SOLE PLATE TOENAIL 4-8d 4-3"x0:131" 3-3" 14 GA STUD TO SOLE PLATE END NAIL 2-16d 3-3"x1131" 3-3" 14 GA DOUBLE STUDS FACE NAIL 16d @ 24" 3"x0.131" @ 8" 3" 14 GA @ 8" DOUBLE TOP PLATES TYPICAL FACE NAIL 16d @ 16" 3"x0.131" @ 12" 3" 14 GA @ 12" DOUBLE TOP PLATES SPLICE (LAP 4'-0") FACE NAIL 846d 12-3"x0.131" 12-3" 14 GA B 'OCKING BETWEEN JOISTS OR RAFIERS TO T P PLATE TOENAIL 3-8d 3-3"x0:131" 3-3" 14 GA JOIST TO TOP PLATE TOENAIL 8d @ 6" 3"x0.131" @ 6" 3" 14 GA @ 6" T P PLATE INTERSECTIONS FACE NAIL 2-16d 3-3"x0:131" 3-3" 14 GA CONTINUOUS HEADER, TWO PIECES FACE NAIL 16d @ 16" T&B EDGE - - CONTINUOUS HEADER, THREE PIECES FACE NAIL 16d @ 16" T&B EA FACE - - CEILING JOISTS TO PLATE TOENAIL 3-8d 5-3"x0:131" 5-3" 14 GA CONTII�I OUS HEADER TO STUD TOENAIL I4 -8d - - CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL 3-16d MIN 4-3"x0:131" 4-3" 14 GA CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA RAFTER TO PLATE TOENAIL 3-8d 3-3"x0:131 " 3-3" 14 GA Ii SHEATHING TO EACH BEARING WALL FACE NAIL 2-8d - - WIDER THAN l "x8" SHEATHING TO EA BRG FACE NAIL 3-8d - - BUILD-UP CORNER STUDS FACE NAIL 16d @ 24" 3"x0.131" @ 16" 3" 14 GA @ 16" 2" PLANKS AT EACH BEARING 16d - - COLLAR TIE TO RAFTER FACE NAIL 3-10d 4-3"x0;131" 4-3" 14 GA JACK RAFTER TO HIP TOENAIL 3-10d 4-3"x0.131" 4-3" 14 GA JACK RAFTER TO HIP FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA ROOF RAFTER TO 2x RIDGE BEAM TOENAIL 2-16d 3-3"x0:131" 3-3" 14 GA ROOF RAFTER TO 2x RIDGE BEAM FACE NAIL 2-16d 3 3"x0:131" 3-3" 14 GA JOIST TO BAND JOIST FACE NAIL 3-16d 5-3"x0.131" 5-3" 14 GA LEDGER STRIP FACE NAIL 3-16d 4-3x0.131" 4-3" 14 GA STUDSCHEDULE INTERIOR LOCATION EXTERIOR LOAD BEARING 1 ST FLOOR 2x4 @ 16' 2x4 @ 16" SPF SPF 2ND FLOOR 2x4 @ 16' 2x4 @ 16" SPF SPF 16d AT 16" OC EA EDGE, STAGGERED EXIST RIM JOIST DOUBLE 2x SECTION TRIPLE 2x SECTION END JOINT SIMPSON LSTA12 STRAP @ EA END OF LOWE HEADER, BEND STRAP.. ° (1)-052o 3" OVER TOP PL STRUCTURES INC. NOTES: ; e e 1. SYP DENOTES SOUTHERN YELLOW NAILS STRAP I� I 11651 Central Pkwy. PINE. 3 NAILS @ e e WOOD HEADER Suite 106 2. SPF DENOTES SPRUCE -PINE -FIR. (SYP Jacksonville, FL 32224 MAY SUBSTITUTED EA JOINT UP TO 6 0 3. INTERIOR NON LOAD BEARING STUDS ° e ° (904) Auth: 28 SHALL BE 2x4 @ 24" STUD GRAD SPF. WOOD STUDS (TYP) FL Cert of hyJ. orgy EOR: Timothy J. Morgan. (1) HEADER STUD & FL PE; 80481 1/2"0 EPDXY ANCHORS @ 16" OC W -BUILT UP BEAM DETAIL T P WALL OPNG DETAIL ri-I 2 52.1 SCALE: NTS 52.1 S E: NTS 1 4'-0" MINIMUM LAP 2x WALL - WALLS ATHING ATTA ENT & CONSTRUCTION SPLICE BOTTOM SPLICE PLATE OVER STUD FINISH MATCH 12d @ 16" OC 12d @ 16" OC STAGGERED EXIST NEW 2X PT SILL PL W/ STAGGERED EA SIDE EA SIDE & EA PLY 1 /2" 0 EPDXY ANCHORS EXIST SLAB & 1 @ 16 OC W/ 3 1/2" MIN FOUNDATION W FIN GRA E Q EMBED INTO CONC 0000W T/EXIST SLAB O 00 zu ,. o w 7 AL Z r L O 2-16d AT 4' OC (24-16D TYPICAL STUDS 1 1/2" �' #5 CONT W/ #5 MINIMU TYP EACH SIDE @ 12" OC 0 FIELD U TRANSVERSE OF EACH SPLICE) G 76" < U ^ VERIFY EMBED > W J TYPICAL TOP PLATE SPLICE 2-2x STUDS 3-2x STUDS 7 W ° a W Y O 3 DETAIL 4 BUILT UP COL DETAIL - 5 SECTION Q 52:1 .: EXIST WALL 52.1 SCALE. NTS SCALE. NTS 52.1 SCALE. NTS T W S AT G O REMAIN�� 3 EXIST RIM JOIST ; � I CONT 2X TOP PL W/ c 1 (TYP) ) HSS TUBES PER EXIST RIM JOIST —� SIDES TO REMAIN SIMPSON TB SCREWS @ 06 PLANTO REMAIN (TYP) 12 OC STAGGERED 2 O EXIST RIM JOIST �� z INTO STL TUBE ' I TO REMAIN ..vH._�.......:........»..,,..........,.._......:.........,.............,.,,�,__�,�..:m_....m_.:..m,,,..,,, NEW STL TUBE m NEW FLOOR G u„ w.. w, w. , ,.w „� ,..v: wv .,,�„�.., W ......s BETWEEN EXIST RIM JOIST 2X BLOCKING EXIST FLR EXIST FLOOR ....,> PER PLAN TYP _ &ATTACHMENT TO TUBES @ 16” OC MAX. _.: .. _ ,_., .,_,,„,,,,,,,,,,,,,,,,,,,,,,,,,_._, _ — — — — — — — — — — ( ) I I TO REMAIN TYP ,. z< (TYP) SHEATHING TO JOIST TO REMAIN INSTALL BLOCKING SNUG NEW &EXIST FRAMING 1 - 0 ` I I REMAIN BETWEEN TUBES — — — — TO MATCH EXIST i < 2 � i < NEW STL TUBEEG/2 /16 I T/EXIST FLR EL OIL U. o N PER PLAN (TYP)/16 a_ 2X NEW TL TUBE ; ,.g „ „ EXIST WALL @ 2ND FL = SI 1„ 2„ 2„ PL TO g 1/4"0 LAG BOLTS @ 16 _ NEW WD BEAM @NEW 2X WALL PL ) TUBE i OC THRU TUBE W/ 1 „ PL LONG W/ PER PLAN CONSTRUCTION @ 1ST FL ” SEE 7/S2.1 FOR EMBED INTO EXIST I 4/4" TEKS T MIN ( TUBE CONN TO DBL 1"MIN JOIS 2X ILL PL r L3x3xl/4x0 -9 LG W/ TOP PL & S SPACININ EDGE- 2" THRU B LTS ATTACH NEW JST TO NEW 2X JOIST @ TUBE ENDS (2) 1/ � O 2 I€ ?ISTANCE THRU DBL TOP PL & EXIST WALL W/ PER PLAN PAD WALL AS RE D Q �SILL PL < (3)-12d TOE NAILS I FOR NEW STL TUBE I SIMPSON JB28 EA SIDE , STL BEAM OF STL BEAM. SIMPSON INSTALLATION TYP EXIST 2X WALL (TYP) ATTACH NEW DBL 2X TOP 2 �� ' 2 � PLAN DETAIL PER PLAN Q M LB28 MAY BE USED @ CONSTRUCTION TO PL TO EXIST WD BEAM W/ ,. PL 1/4"x5"x7".LONG W/ CONTRACTORS OPTION REMAIN SIMPSON CS 18 W/ I 1 MIN (2)-1/2"� x 3" LONG �—`P END LENGTH LAN DETAIL REVISING THIS DETAIL LAG SCREWS INTO EXIST 2X WALL TO REMOVE FIELD NEW WD BEAM TO REMAIN D PLAN DETAIL WELDING 8 S DETAIL DETAIL 10E TI N 52.1 SCALE: NT DETAIL S2.1 SCALE. NTS 52:1 SCALE. NTS S 6 SECTION 7 52.1 SCALE. NTS S 2.1 SCALE: NTS s NEW FLOOR SHEATHING EXIST FLR REVISION & ATTACHMENT TO SHEATHING TO k f NEW & EXIST FRAMING REMAIN 2 FIELD COORDINATION NEW FLOOR SHEATHING TO MATCH EXIST h OFFICE Cop ATTACH EXIST FLOOR EXIST FLOOR & ATTACHMENT TO EXIS FLOOR SHEATHING TO NEW WD SHEATHING MATCH EXIST SHEATHING T/EXIST FLR EL ....:.. ' BEAM. MATCH EXIST ATTACHMENT I I g REVISE T/EXIST FLR EL /EXIST FLR ELrxlr rur, r,,,��., .� ...,.., . I - PERMIT ISSUE ,1 �1 Si° 3i. i `E ' ,,,,,,,,,,,,,,,�.. . , ...,,,,..::.,.. ..� , 4,..: .. .......,.......,., .... ... } i!g ' - I f, (,.� • S ., I EXIST FLOOR F 3€ 11 I fy;Al" JOIST TO REMAIN '=;I ai+;l ti¢ 'E EXIST FLOOR ATTACH NEW JST TO ) ". NEW 2X JOIST JOIST TO REMAIN ®®111111619196/0/ SECTIQNS & DETAILS EXIST WALL W/ (3)-12d PER PLAN (TYP) �® Nv MO s®® EXIST FLOOR TOE NAILS (TYP) r is ®� ®® CEN % O 2 ��`®e �� S WOOD BEAM PER PLAN. JOIST TO REMAIN ATTAC [NEW JOIST TO �� �' aE d ® F e2 g DATE: 9/18/2017 ATTACH NEW BEAM TO EXIST EXISTIN W/ 8d NAILS @ �/\/ �: /� =moi NO. $0451 Y Y �' B W/ 16d NAILS @ 16" OC 12" OC, STAGGERED ; x PROJECT# 17161 NEW FLOOR JOIST _�- ® = STAGGERED. SIM TO 4/S2.1 X 2 PER PLAN EXIST 2X WALL STA TO REMAIN (TYP) » ® •® ORIS®®®® ECT ION SECTION 12 SECTION 13 S 11 ®�®� ®®®®61999911111111®®®®®®® 52.1 S201 SCALE: NTS S2.1 SCALE: NTS S2.1 SCALE: NTS 10/26/2017 REMOVE & REPLACE EXIST FLR V DECKING AS REQ 'D FOR NEW EXIST WD EXIST FLOOR REMOVE & REPLACE EXIST REMOVE &REPLACE EXIST BEAM INSTALLATION. CH POST SHEATHING FLR DECKING AS REQ'D FOR EXIST DECK ATTACHMENT TO SIMPSON JB28 @ EA FLR DECKING AS REQD FOR NEW BEAM INSTALLATION. JOISTS &CONT 2X TOP PL (8d x FLOOR JOIST. SIMPSON NEW BEAM INSTALLATION. ATTACH DECK TO STL BEAM .ATTACH DECK TO STL BEAM 1 1/2 NAILS @ 6 OC MIN EXIST FLOOR LB2 MAY BE USED @ t W/ SIMPSON TB SCREWS @ 6" I A EXIST FLRCO CONTRACTORS OPTION W/ SIMPSON TB SCREWS @ 6 3" JOIST OC STAGGERED a CONT 2X L7x4x3/8x5" LG EA JOIST (TYP) OC STAGGERED �F EXIST P c� F. 2" 1 TOP PL SIDE O S OST W/ (2)-1/2"0 THRU .,. BOLTS + + + + + + - w:. a + f + # + 0 , A cn SIMPSON JB28 @ EA 3" MIN STL BEAM r i i FLOOR JOIST. SIMPSON (TYP) STL TUBE LB MAY BE USED @ PER PLAN CONT 2x8 W/ CONTRACTORS OPTION SIMPSON TB SCREWS PRO STL TUBEJkj PER PLAN E (6)- TYP — — — — — — — — @ 8" OC STAGGERED SIMPSON TB PER PLAN 16 CONT 2x8 W/ SIMPSON TB INTO STL TUBE SC WS @ EA (4)-1/4-14x2 TEK STL BEAM SCREWS @ 8 OC STAGGERED. EXI NOTE: T JOIST SCREWS @ EA PER PLAN ANGLE INTO NEW PROVIDE (6) SIMPSON TB STL TUBE GC TO FIELD VER' - STL BEAM STL BEAM (TYP) T SCREWS @ EA EXIST JOIST PER PLAN LOCATIONS & D, vSIONS PRIOR TO SHOP FABRIC 1 ON (TYP) SECTION A A 1 SECTION 2 DE AIL DETAIL 3 52.2 SCALE. NTS 52.2 SCA1.; SCALE: NTS ., ....._ ., S a�.2 EXIST FLR DECK REMOVE & REPLACE EXIST FLR DECKING AS TO REMAIN = REQ'D FOR NEW BEAM INSTALLATION. CH 3/. `� 2 EXIST DECK ATTACHMENT TO JOISTS & CONT STL BEAM 3/1 22X TOP PL (8d x 1 1/2 NAILS @ 6" OC MIN) PER PLAN 4 EXIST FLR JOIST TO MIN CONT 2X REMAIN TYP TOP PL 1/4 ,I PL B 1/4" CAP PL EXIST WD BEAM 1/4 PL EA SID EOF COL W/ TO REMAIN (6)- #12 SCREWS INPRE- DRILLED DOLES IN STL PL _ M o WD COL -, STL BEAM PER — — — — — TYP PER. PLAN PLAN o ' ++ ++ L6x6x]/4x2 LG W/ STL BEAM (2)4/4"W4" LAG SCREWS PER PLAN 0 _._. _.....__. ... .... INTO EXIST WD BEAM B 0 1 EXIST WD) BEAM 3 ATTACH EXIST BEAM TO REMAIN , 2X SUPPORT TO NEW } PS W/ SIMN CS16 O EXIST CMU NOTE: SECTION B -B ; _.�......___.._.,__... ._ _,..._ _._._._ ._� � 3 CHIMNEY TO GC TO FIELD VERIFY STL BEAM REMAIN LOCATIONS & DIMENSIONS PRIOR TO SHOP FABRICATION (TYP) 2x6 SCAB FULL HT COL .,_........... ... v: _ ......... FOR EXIST BEAM ATTACHMENT. ATTACH TO NEW COL W/ 16d L7 - SCAB ' NAILS@ 12" OC VERT, NOTE: @ 12" GC TO FIELD VERIFY STL BEAM STAG LOCATIONS &DIMENSIONS PRIOR TO SHOP FABRICATION (TYP) 4 ,DETAIL r5 DE TAIL 52.2 SCALE: NTS S2.2 SCALE: NTS Il' ( } Y THIS SHEET ADDED IN ITS ENTIRETY I ®®®®o�eoo0aoroo®o/j,' ®�O ®®®�.+®C®®A®I rz ® F ®2 No.80481 r e ®®®®®® ®®® ®NAL OFFICE COPY ®Ao#oo,fm%o,�®� 10/26/2017 !i } i i i LOWEIJ STRUCTURES INC. 11651 Central Pkwy. Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: Timothy J. Morgan FL PE: 80481 rr 0 LL L 4 0 0 cr0 UJ LL W J 0 Z Z0 W U) Y 0 Q W 06 0 Z 0� LL REVISION 2 FIELD COORDINATION PERMIT ISSUE SECTIONS & DETAILS DATE: 9/18/2017 PROJECT#: 17161 w F - La 0 Z 0 I-- WEATHER–RESISTIVE N a. BARRIER - LAP ,OVER TOPInd c� .OF METAL HEAD FLASHING V UJ 2x4 STUD , WOOD SIDING W NOTE• 62 p AND BED OF SEALANT WOOD. STRUCTURAL PANEL MFTA ATH SHEATHING WEATHER-RESISTIVEHEAD FLASHING 26 Ga. Galy BARRIER `MST EXTEND SIDING SHEATHING WEATHER DOWN OVER FLASHING _RESISTIVE WOOD. STRU(;TURAL PANEL WHERE WOOD CONTACTS BARRIER WOOD STRUCTURAL`'PANEL SHEATHING STUCCO,' COVER WITH SHEATHING WEATHER BARRIER (Tyvek"Or' Eauiv) TWO–LASOF METAL FLASHING (26 Ga. Galv.) WEATHER–RESISTIVE BRICK TIE THROUGH WALL BEARING PLATES. SEALANT STucco FINISEL BARRIER STUCCO FLASHING c BRICK VENEER SEALANT Z METAL LATHE` 26 Ga. Galv.) » DRIP SCREED 4 t/4 TREATED LUMBER ILL FLASHING 26 Ga.- Galy. FLASHING (26 Ga. Galv.� CONCRETE SLAB » E:::—USE STAGGERED BOLTS OR DRIP FnGF 4 Above Grade TREATED LUMBER WITH CREWS WEATHER–RESISTIVE _ BARRIER CAULKIN!Q4SEALANT WITH (Minimum) HOLD–DOWN ANCHOR radeDRIP CAP y00D STRUCTURAL PANEL W ATH R R I T BACKER WEEP HOLE - BARRIER WINDOW FLANGE TREATED LUMBER ADE 1 GRADE. 0 0 WOOD SIDLNG TURALPANEL (Installed Per ASTM Standard 1063-03) SHEATHING- J ' — CROSS-SECTION 0 WINDOW J LL Stucco Termination � Base Stucco Termination C� Bane WEATHER RESISTIVE SYSTEM FLASHING SECTION Of Wooed .Frame Stucture (Slob) Of Wood Frame StuCture Off Grade) AT AN EXTERIO DECK 2 BRICK LEDGE --HEAD AND SILL (Siding) W _314"_-1'--0-Scale. 3/4 1 -0 Scale. 3/4"—f-0"Scole• 3/4"—V-0" Scale. 3/4 _ 0 Scale.., NOTE: W J NOTE: NOTE:- SEAL WINDOW ' O..PENING FINISHED SIDING SERVFq WFAHER—RESISTIVE WITH SFLF ADHESIVE 1 AS COUNTER FLASHING BARRIER MUST EXTEND D STRUCTURAL PANEL Z DOWN OVER FLASHING W00 STRUGT R DRYWALL TAPE AS .REQUIRED.. DRYWALL SHEATHING, WOOD STRUCTURAL PANEL BY WINDOW MANUFACTURER INCLUDE METAL LATHr n V - W H WEATHER RESISTIVE w .STUCCO FINISH) BARRIER TWO LAYERS OF WEATHER_ WOOD STRUCTURAL PANEL RESISTIVE– BARRIER Z Z 0 ® GABLE FACE THROUGH WALL FLASHING METAL LATHE S IEEPHOLE TU"C "Co P SIDING -0R LA � ING ROOF DECK STUCCO FINISH „ HEAD FLASHING � Goly. » HEAD -- -- � (26 Ca 1 FLASHING STEEL LINTEL CONTIN 26 Ga. Galv.• SEALANT EALANT)4 Z -- - -- -000S � SHF IN NT SHINGLES oil In Upper 1/3 Portion) BQICK VENEER BEYOND SHEATHING -_SHEATHING CEMENT .) • A SILL FLASHING 26 Ga. Galy .— _IAMB ( J O FLASHING SEALANT 1 Ste_ — .LOPED BRICK SILL U. WEEPHOLES Pr METAL LATHE JCCO WEATHER BARRIER WEATHER BARRIER THROUGH WALL FS WOOD STRUCTURAL PANEL (T ek Or Equiv.) (T vek "Or" E ulv. ) (INSTALLED BEFORE WINDOW) VIX XX Q 0 X,a WOOD STRUCTURAL PANEL WINDOW \\" WINDOW FLASHING APPLIED BEHIND FLASHING APPLIED OVER LE_ WINDOW FLANGE WINDOW FLANGE BARRIER Use Self–Adhesive Tape) BRICK VENEER SEALANT SEALANT APPLIED BEHIND ( P ) ;. &FLAHNAIR SPACFLANGWINDOW F AN A R O IR D BY WINDOW MANUFACTURER ROOFING SELF—FLASHING ROOF TO WALL FLASHING CROSS—SECTION Q WINDOW CROSS SECTION 0 WINDOW WINDOW INSTALLATION WINDOW INSTALLATIONALLATION U 4 TYPE (Toes' View) EA LL (Brick Veneer HEAD AND. S�L_L (Stucco) of ,TYPE A _ (To View) —Y�- (Per (Perpendicular) HEAD AND SI » P —� »_ , » _ Scale: 314'_ 1 —0» ' Sca e: 3"=1'—�� Scale: 3"=1'- '1.0 Scale. 3/4 —1 —0 Scale: 3/4 -fi —0 N Ln .NOTE-:: - NOTE:- _ N - WEATHER RESISTIVE W ATHER RESISTIVE TEND BARRIER MUST EXTEND N BARRIER MUST EX N DOWN ' OVER FLASHING FOR LAP SIDING DOWN OVER FLASHING WINDOW T „ YPEA 1� INCLUDE METAL LATH INCLUDE METAL LATH 1`� WOOD w STUCCO FINISH Self- Flashln �.n N ) CE MENT SHINGL S w STUCCO FINISH , E • WI U1 -RED BY DOW 'MANUFACTURER G AS RE CTURER DECKING Q d' ROOF m O 1 IRAI WOOD STR C �� L TL. _.__ PANEL T 0 FLASHING L.L. - SHEATHING FLASHING N VALLEY »» I Upper 1/3 Portion M 26 Ga. Galvinlzed 1. IN WATER SHEDDING FASHION �•L� ,..,, LAP SIDING OR ( ) N CO FINISH STARTING AT THE BASE OF THE STUCCO I � SHEATHING ROOF DECKING Z l� WALL & WORKING TOWARDS THE HEAD FLASHING Q TOP INSTALL THE TYVEK OR > r, Q V - EQUIV. TO THE FACE OF THE SHEATHING. d' V CEMENT SHINGLES APPLY SILL FLASHING Q 2 � Z TO FLASHING I �' _ ..1 3. APPLY JAMB FLASHING APPLY BEAD OF SEALANT AROUND _Q 4. E � THE PERIMETER OF THE, BACK SIDE INTERIOR SURFACE OF WINDOW FLANGE. � 5. IMMEDIATELY INSTALL WINDOW USING Ln d" PAN HEAD SCREWS TO FACILITATE INSPECTION. Q RICKET -SADDLE 6. APPLY BEAD OF SEALANT ACROSS N DECKING �� �i ROOF » " M, THE FACE OF THE. MOUNTING FLANGE AT HEAD. TYVEK - OR EQUIV. 7. APPLY HEAD FLASHING. Q . REMOVE PREVIOUSLY ..APPLIED TAPE, , ALLOWING ■ ■-■'■ TYVEK OR ■ EQUIV. TO LAY FLAT OVER HEAD WOOD STRUCTURAL ■■■ A ING. APPLY NEW SHEATHING TAPE PANE FL SH L,/SHEATHING ROOFING OVER DIAGONAL CUTS AT CORNERS. x 5 GALV. F H ROOFING C`.ONTIN000S 6 Ga. Galy. PROJECT ECT #: BURS -26 CHIMNEY FLASHING R OF TO WALL FLASHING VALLEY FLASHING DETAIL WINDOW TYPE B , Scale. 3 4 x erro ,;_. SILL FLASHING - All Ers � PerrJendlcular ^'T »— ,_ O Scale: 3/4-=7'—U- Sca e: 3/4 —1 0» DESIGNED: Sp KCM STEPS: x 1. IN WATER SHEDDING FASHION Brick Veneer Notes STARTING AT THE BASE OF THE DRAWN: KCM 703.7.4.1Size and S WALL & WORKING TOWARDS THE ® . Spacing » than `r ties if strand wire shall not be less. m thickness epeeTOP, INSTALL THE TYVEK OR Note. No. 9 U.S. gage wire and shll have a hood embedded in the EQUIV. TO THE .FACE OF THE SHEATHING. ; SCALE: AS NOTED mortar joint, or if sheen metal, shall "be not less than No . 22 • � 2. APPLY SILL FLASHING u ated. shall be spaced d not U.S. gage b 7 8 inch carr Each tie a 9 9 Y� 9 P • T BACK OF for 3. APPLY BEAD OF SEALANT A Engineering eeriln o Attached and See ore than 24 inches on center horizontally and .vertical a7 a7 Y Y WINDOW FLANGE & SET USING hall su ort not more than 2.67 s uore feet of wall area ISSUED: 9/19/17 PAN HEAD SCREWS TO FACILITATE INSPECTION. Exact Structural Specifications. Exec t•on. Where the wind Pressure exceeds 30 Pounds Per 4. APPLY BEAD OF SEALANT AT SIDE JAMBS quare foor pressure, each tie shall support not more than 2 &EXTEND AS REQUIRED BY WINDOW MANUFACTURERREVISION-1., quare feet of wall area; 5. APPLY JAMB FLASHING 703.7.4.1.1 Veneer ties around openings 6. APPLY BEAD OF SEALANT AT, HEAD. FLASHING. eneer ties around wall openings. enm s. Additional metal. ties shall 7. APPLY HEAD REVISION -2: ' 8. REMOVE PREVIOUSLY APPLIED "TAPE ALLOWING e .provided around all. wall openings greater than 16 inches m , ether dimension. Metal ties around theenmeter of openings TYVEK OR EQUIV. TO LAY FLAT :OVER HEAD P d within w > hall be spaced not more than 3 feet on center and place FLASHING. APPLY. NEW 'SHEATHING TAPE • of the wall opening. 2 inches p g OVER DIAGONAL CUTS AT CORNERS. 703.7,6 Weepholes • r eepholes shall be provided m the outside Wythe of masonry walls • shall not t a maximum spacing of 33 inches on center. Wee holes P 9 Weep holes less than. 3/16 inch In diameter. Weepholes shall be located inmediately above the flashing. FLA�1-1)1YING D-AE-7TAILS WINDOW OPENING DETAIL KEVIN C. MARTIN PE #80359 ; e SCALE. VARIES scale•. 112» _—V-0* SHEET A-4 Lu Z U w ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2014 FBC R3905.11 ' w 0 O W > 5. Q p (D U W 6. ALL DUCT SIZING SHALL BE IN ACCORDANCE W/ ACCA MANUAL "D". PROVIDE DUCT TESING L Lu S ELECTRICALMEANICAL NOTES IN ACCORDANCE W/ ASHRAE STANDARD 152. ' 3 > 0 7. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE W z "SUBSTANTIALLY" LEAK FREE.CIO z O 1. ALL ELECTRICAL WIRING TO BE IN ACCORDANCEWITH 2014 FLORIDA BUILDING CODE, 5TH -z 0 0 O O N- EDITION AND 2011 NATIONAL ELECTRIC CODE (NEC z O \ o - O z 2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN >°= V U_ J. J ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, 2014 ACCO � p J z O CIRCUIT 3. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC-FAULTC CU INTERRUPTERS IN LIVING, z O DINING, HALLWAYS, AND BEDROOMS PER 2014 FBC R3902.12 l z Lu Z 4. ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2014 FBC R3905.11 ' 0 W > 5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM (D REQUIREMENTS PER FBC-ENERGY CONSERVATION R404. W 6. ALL DUCT SIZING SHALL BE IN ACCORDANCE W/ ACCA MANUAL "D". PROVIDE DUCT TESING L z IN ACCORDANCE W/ ASHRAE STANDARD 152. ' 3 0 7. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE W "SUBSTANTIALLY" LEAK FREE.CIO ' U 8. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE O DWELLING FROM THE GARAGE SHALL BE INSTALLED ACCORDING TO FBC R302.5.2 z O \ o - U_ J. J W W Z O z Lu z ry <Q lL F z W N z O U z W H O 0 • -" O T 3 a i W LLj ON Oco O N u -z r0 z ,- ¢o zz �=- O �U Qo oz OLu N W O =z 3W z_ 00 Lu __j COMP. U J M.Q - Q� O w : WP CL, {JJ Z OQ 0. Nz "W U N W M _ W U co OQ Z = J N ,Q O N U V) W ~ u z z O °w ELECTRICAL LEGEND z< __ 'Ni' DUPLEX CONVENIENCE OUTLET AFCI EXHAUST FAN LIGHT 00 � WEATHERPROOF DUPLEX OUTLAT GFCI DOUBLE FLOOD LIGHTS Z CL Q Q HALF -SWITCHED DUPLEX OUTLET TELEPHONE JACK J - Q W. W ® 220 VOLT SERVICE CONNECTION CABLE TELEVISION JACK w Q $ LIGHT SWITCH COMBINATION SMOKE DETECTOR $z 3 -WAY SWITCH O, CARBON MONOXIDE DETECTOR w U WALL MOUNTED LIGHT W CEILING LIGHT 3c O 0 THERMOSTAT RECESSED LIGHT z ELECTRICAL SERVICE ENTRANCE o z G CEILING FAN 3 wP PENDANT LIGHT < :�i —e-- UNDERCOUNTER LIGHT 0 FLOURESCENT LIGHT o (1) EXHAUST FAN J W Lu DISPOSAL z0 LUw W W NOTES: W = Z� = 1. 100% PERCENT OF PERMANENTLY INSTALLED INTERIOR Lu AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. Z V, i= z ¢O �z 1 W o U Lu O U"< 4 r S-1 W -Z 34'-8" 12 THICKENED EDGE _ POURED CONC. FTR. w/ 2 #5 V) - BARS EACH WAY TYP. O 21'-9". 12'-11 Z o Z O O cn Z O _ ' 3 0 w `° � ELEV -0'-4" , { YS -1 - Z0.. W c > L. M� 4 M W V) - cn' Z Q w U N (V O Z 0 C.L. 18'-114 15'-83" U 4 J Z W 1 W 1 Z S1 z 1 r Wc,) :s7 - z1 Q � ALL SLABS: DEEP POU CONC. 4" D RED N . SLAB w/ 6x6, #10/10 W.W.F. OR Mb� FIBERMESH REINF. OVER 6 MIL wM VAPOR BARRIER OVER CLEAN `L COMPACTED FILL. ZLu N t I Z 0`-0* FIN. FCR. ECFV. O U ASSUMED DATUM LoZ H - O F- �t O O O ' w 5 -10 " CL O _ On 14'-74" € w w I -- o �m 0 o � - C .L. �Q oZ 0 z ao _ ,- x I 3 0 , U Q bo S-1 CL Z Q OLu N rj J.Z Qo S1 4,_0" ; 3z W -7 :_ 1 W J ELEV -0'-6" _ U J 6 �Qo So U--1 U- Z -)a CL LU OO 1UL.I > ti w a w Z p ELEV -0'-4" O Q co _ 11 7 _ co ©: U" " w 4-4 11 3 'T 2 Lu U 41. 1'_0 _ o O Q _ Z QO \_ 12" THICKENED EDGE U Q POURED CONC. FTR. w/ 2 #5 C C BARS EACH WAY TYP. _ Lu Z 1 1.. U 1 -6-., 16'-0 z� O „ „ U _ .. 19 1 15_7 vw Z Q O N wX oO o� 70- << LA FOUNDATION P N ' J Q u . _ n W c — � SCALE. 1 /4 1 0 ry Lu I I- - aN Z �O z U Lu Lu —ry Q .z O V) GENERAL NOTES: ZZ 1. DES USED: 2014 FLORIDA BUILDING CODE 5TH EDITION, ACI AND ASCE-7-10. ALL LATEST EDITIONS USED w ) CO7.) UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: 2 WITH APPLICABLE CODES AND AUTHORITIES SHALL BE IN ACCORDANCE WIRE FABRIC WIRE` SPACING PLUS 6 � CONSTRUCTION AND MATERIALS WELDED Q DESIGN. 2.) ALL �- D HAVING JURISDICTION OVER THE WORK. REINFORCING BARS 40 BAR DIAMETERS � CONDITIONS AT THE JOB SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. I U 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND )ALL REINFORCING STEEL SHALL CONFORM TO A615 GRADE 60. J W ) w MINIMUM NIMUM COVER SHALL BE AS FOLLOWS: TAILS FOR THIS JOB ONLY. DETAILS SHALL • . Z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL ASSUMED TO BE TYPICAL DE FOOTINGS. 3 OTHERWISE ON THE PLANS. " � GOVERN CONSTRUCTION FOR .THIS JOB UNLESS NOTED 0 SLABS AND WALLS. EXPOSED TO EARTH LIQUID: -0R WEATHER Z PEDESTALS AND COLUMNS: 2" — Z EDESTAL • � W SLAB AND WALLS _(NOT EXPOSED TO EARTH, LIQUID OR WEATHER): 3/4 L► I OF 3000 PSI ®28 DAYS » LU ACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH W 5.) CAST 1N PLACE SLABS ON GRADE: 2 FROM TOP Z 2 (D_ 6.) ALL REINFORCING SHALL BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE W/ CRSI MANUAL OF 9•) ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK. Z DURING PLACEMENT OF CONCRETE. STANDARD PRAC T10E AND ACI 315 10. FOUNDATION SHALL. BE CONSTRUCTED ON FLAT GRADE • Lu ) Z N 'I_ Z. 11. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE MINIMUM O a Q — SIOL BEARING CAPACITY OF THE SITE IN 2,000 PSF OR GREATER. -7 REATE . z r\ w r � O — - N w Q N Z O .� 0 H Q I 4" CONCRETE SLAB W/ FIBERMESH OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE oo TREATED FILL oo 2X4 EXTERIOR WALL WITH THREADED ROD EVERY 4' O.C. 2X4 INTERIOR BEARING WALL WITH }'THREADED MINIMUM 6" EMBEDMENT DEPTH ROD EVERY 4' O.C. MINIMUM 6" EMBEDMENT /6 DRILLED AND EPDXIED INTO FOOTING. DEPTH DRILLED AND EPDXIED INTO FOOTING. R :. X: 6 MIL MINIMUM VAPOR BARRIER ON CLEAN FOOTING AND SLAB POURED WITH COMPACTED TERMITE TREATED FILL. ., q •. A MINIMUM OF 3000PSI . •.. , CONCRETE. ,../ 0 PSI MINIMUM 3, 00 CONCRETE \ \ \ • .. .•.. � .-/ COMPRESSIVE STRENGTH AFTER R ' v r • 4 • 28 DAY CURE:. (2) - #5 BARS CONT. ON CHAIRS. � -- 2 - #5 BARS CONT. a Lu U. s• f� n W J TYPICAL MONOLITHIC FOOTING_ BEARING E NG FOOTING W 1 2 1 0 (DINTERIOR »_ �, 1 2 1 0 /ry C) Z Lu O m W � C , V V z 0 4 `■ O 3 OOOPSI MINIMUM CONCRETE Lo J 2X4 INTERIOR BEARING WALL WITH }" THREADED ROD COMPRESSIVE STRENGTH AFTER EVERY 4' O.C. MINIMUM 6' EMBEDMENT DEPTH 28DAY CURE DRILLED AND EPDXIED INTO FOOTING. O #5 CONTINUOUS EACH WAY m W 4" PORCH RECESS ':12 PITCHH AWAY 4„ CONCRETE SLAB SLOPES 1/4 PER FROM THE HOUSE FOOT AWAY FROM HOUSE. 6 MIL MINIMUM VAPOR BARRIER ON CLEAN 6 MIL VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL. CLEAN COMPACTED FILL. .. . ; � :', .• .' • .. � 3000PSI MINIMUM CONCRETE `v .: . . ' , •, • . � . � ,'... • -' •; "'• :}. ••, °'�• '.,' ` COMPRESSIVE STRENGTH AFTER .i ' -'k m 28 DAY CURE. '• :'10 . (2) #5 BARS CONT. s” U INTERIOR BEARING FTG. w STEP TI�ICKENED EDGE SLAB N Ln / / N N Z ON •-- M Ln N co O Lu wj N U uj ;s N ..... Q 4" CONCRETE SLAB W/ 6"X6" W1.4 X • W1.4 WWF(OR R F (0 IBERMESH) OVER 6 � ( ) MIL VAPOR BARRIER ON CLEAN r.., COMPACTED TERMITE : MI E TREATED FILL. Z O AA V, O �.�... Q 2X4 EXTERIOR WALL WITH J' THREADED (%1 ROD EVERY 4' O.C. MINIMUM 6" N w EMBEDMENT DEPTH DRILLED AND 7 EPDXIED INTO FOOTING. somom (n U QSEE PLANS FOR CURB HEIGHT. • '' !' •'; `• • � HEIGHT OF CURB VARIES WITH SLOPE OF GARAGE SLAB. .. ., ... M 3,000PSI MINIMUM CONCRETE ., .. Q " COMPRESSIVE STRENGTH AFTER \ r• 4 / • , � FOOTING AND SLAB POURED WITH ■ ■ '� / 4 / 28 DAY CURE. A MINIMUM OF3 OOOP S v 4\ A \ �k CONCRETE. 1 \ \ .. 2 #5 BARS CONTINUOUS ON / \ '�..'.. CHAIRS �\ � • \ 10" (2) -#5 BARS CONT. ON CHAIRS. 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. PROJECT T #. l BURS.2 6 NON-BEARING CURB STEP E WAGE MONOLITHIC FOOTING DESIGNED: 6 ESIGNED. 1/27t--W—O" KCM ; / DRAWN• KCM y SCALE: AS NOTED ISSUED: 9/19/17 REVISION-]: 1. - 4 REVISION -2: CONC. SLAB n _ �ttU111/� t M T ♦> C. - FOOTER E r N_ —# i J .R i 0 w PIPE THRU ADD 5 30 1 » LAP E ' FOOT R .. 12 v V 1 ZTjAT OF . ,ll v • �C/ E THRU MONO FTG. DTC. •41 0 0. .F R s ••....••' OLN_.T.S. �i �O E ,%` i NAI. � Iy � KEVIN- . C�. , PE #80359 i SHEET THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED WIND LOAD REQUIREMENTS OF CHAPTER S-1 THE FBC 2014 RESIDENTIAL Vult = 130MPH. f - U w O, _ MOTE READ Q T S U ALL -THREAD o ck� 1. ALL -THREAD RODS TO BE 1/2- DIAMETER BARS PLACED AT 4 O.C. IN ALL EXTERIOR w AND INTERIOR BEARINGWALLS. z 2 z p 2. PLACE ALL -THREAD RODS AT 10"- MAXIMUM FROM EACH CORNER AND AT EACH Z „ - O O INTERSECTION OF BEARING WALLS. PLACE ALL THREAD RODS AT 3 MAXIMUM FROM EACH SIDE. OF ALL HEADER BEAMS.FV) - 0 B a l z > v - w A L THREAD RODS TO BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET 3 L w J EPDXY SYSTEM OR APPROVED EQUIVALENT.. ALL THREAD. EMBEDMENTS FOR ALL. D z D BEARING WALLS TO BE A MINIMUM OF 6 INTO FOOTING EXTERIOR WALLS AND LOA (2) 2X8 O N Z • O 2X10 2 S ON ALL -THREAD AND ANCHOR BOLT LOCATIONS UNLESS <„ 4. USE 3 x 3 x � WASHER , z NOTED OTHERWISE. Lu , D p FRAMING NOTES (2) 2X10 z z _W CD2 2X8 w 1. ALL EXTERIOR WALLS SHALL BE 2X4 SPF ®16 O.C. WITH OSB. A (2) 2 $ NO.0 • • <n • 2. OSB PANELS SHALL BE INSTALLED HORIZONTALLY USING Sd RINGSHANK NAILS 6 2 2X10 _ FIELD. ( ) z ALONG EDGES AND 12 O.C. IN L 3 Q AD 0 3. INTERIOR WALLS SHALL BE 2X4 SPF ®24N O.C.HEADERS, TOP PLATES, AND BASE w PLATES ALL BE 2 SYP. Q SH • J U W L.L 4. ALL EXTERIOR �- X RIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED TO BE SHEAR WALL (2 ) 2X8 O SEGMENTS. W. z W' O 01 0 W U: z 'Q Lu Z W w Z _ (2) 2,X8 Z � m z S2.1 w Z �■ V Q dizoZ z 1 � . 0 oulS2.1 I­ry0 1 Q_ z J Lu S2.1 Lo z • U z 2 Lu 2 2X8 O CL f- O 3 (2) 2x w �� o �, ""� N Ln czm N oO _ 1/2 THREADED RODS AT 4 O.C. TYP. xr V N 17 i a � u Ll N O I O" N �z oLn Z N _ m d' 0 o L.t, zZ t.,t..� N t.t.1 UM L.tl N a �o zo Z a Q v Q> Lu J Z .� V �Z r..Z O pO _ C .. LL. z O 0r J 3w Q to -z _:�E C d' o p 1/2 THREADED RODS AT 4'0<C., TYP. wJ • �� U J ;. U 2 2X8 ,. Q c) o>_ N _ oG O Ah w w IRr Q CLW .w > n ■ 0 2 2X8 ■ ■ Z • ■■■■ O Q ., o sz Lu U V) w 3 2 2X10 LuU S2.1 m A 0 Oa J PROJECT CT #. BURS -26 _z = --I ry QO (2) Zx10 2 2X1 o DESIGNED: KCM VU N CL w4X4 P.T. PORCH POSTS, TYP. U Z DRAWN.. KCM Z O (2) 2X12 A p U w SCALE. AS NOTED . U� zQ V)x Lu 00 4 ISSUED. 9/19/1.7 r) Z S2.1 QQ REVISION -1: Q u' ryw w p ¢N REVISION -2': z O ZU Lu Lu P �ttt,ttt,i � PLACE DOUBLE STUD GROUP UNDER PORCH BEAM ♦�� 3V) A] BEARING. FASTEN PORCH BEAM TO DOUBLE STUD ♦ � q �� - Z GROUP W/ SIMPSON MTS16 TWIST STRAP. FASTEN N FRAMING LEGEND �% • i O BLE STUD GROUP TO FOOTING WITH LTT206. _ DOUBLE FRAMING PLAN . _ ; Z "' FILL ALL HOLES WITH 10d NAILS. . No ; 3 Lu SCALE: 114'= 1 -0 a LL O EXTERIOR BEARING WAS FASTEN LVL PORCH BEAM TO POST/WALL FRAMING TE- CJF o ., w. Uw E W/1 . •,�` P.• J p W/ (1) SIMPSON HU9 HANGER, FILL ALL HOLES 6d T .,, Lu B . < 0 -. J • OR1 •. ♦ <F . C? z NAILS. i s ... ♦ - 2 PLY BEAMS _ z ►,,, t t W ,, INSTALL 2X4 `SYP BLOCKING 24 O.C. IN B/T TRUSSES Lu @ KEVIN C. MARTIN PE #80359 Lu • Lu 2 PLY PORCH BEAMS OVER EXTERIOR WALL. FASTEN BLOCKING TO TRUSSES _ O Z� W/ 3 16d NAILS EACH END. FASTEN TOP PLATE TO _ FC -1 SHEET _ BLOCKING w/ 3: 16d NAILS & 1) SIMPSON SDWC15600 Z!::= O w„ HRED ED`ROD 3 � 1/2 T D TRUSS SCREWS; SEE DETAIL ON S-3 Z v) P= z O P UNDER GARAGE LVL PLACE DOUBLE STUD GROU U --- T THIS STRUCTURE HAS BEEN DESIGNED TO MEET Z D E OR S-2 LU ,BEAM BEARING POINT. EXCEED WIND LOAD REQUIREMENTS OF CHAPTER R #3 OF OE THE FBC 2014. RESIDENTIAL Vult = 130MPH. — 04 U' H O Q U D w W Z 3 z Oz 0 O O z w V UJ N w Z O N Z O N z W WHERE DISTANCE B/T TIE-RODS EXCEEDS 7/16 OSB ROOF DECK FASTENED TO MAX. SPACING, INSTALL 1 SIMPSON MSTA O FASTEN EACH PORCH BEAM TO POST � Z PLAN STRAP AT MID POINT, LENGTH TO BE z TRUSSES. SEE TRUSS FOR W/ 1 MTSA24 SIMPSON STRAP. Lu O _ FASTENING` DETAILS. DETERMINED IN FIELD U w_ EDGE OF ALL THREAD WASHER MUST BE V) SEE CONNECTOR SCHEDULE ON WITHIN 3" OF THE HEADER KING STUD TYP TRUSS PLAN FOR TRUSS TO TOP vi TRUSS SIDES OF OPENING. (? PLATE CONNECTIONS. Z (2) No. 2 SYP. PORCH BEAMS. 3 SEE FRAMING PLAN FOR SIZES. . 2 2x4 N0. 2 SYP TOP PLATE FASTENED WITH 2 NO. 2 SYP HEADER ,,, BEAM TYP, WITH FLITCH. , „ „ SEE FRAMING PLAN FOR 0 ROWS OF 8dx3 NAILS AT 8 O.C. STAGGERED. O SIZES. Lu MINIMUM 48 LAP WITH 16 8d x 3 IN LAP. 2 KING STUDS AND 2 CRIPPLES, TYP. FASTEN POST TO PORCH BEAMS W/ J U SIMPSON AC4 POST CAP FILL HOLES L T R CONNECTORS. EE 1/2" AL THREAD CON C S S FASTEN KING STUDS TO CRIPPLE STUDS W/ 10d NAILS. '_ J A F O U. ALL-THREAD D NOTES OR WITH. 12 8d' NAILS STAGGERED. INSTALLATION SPECIFICATIONS O G Z" , OSPACING AND EMBEDMENT. ' 0 OPENING SIZES VARY. SEE PLANS FOR NO. 2 SYP 4x4 PT. PORCH P U- „ KING STUDS OPENING SIZES C .OST. J FASTEN 7/1 B SHEATHING W/ AT 6 OS 8d TYP 2 PLACES „ „ ( ) 6 O.C.ON EDGES 12 O.C. ON . NAIL SILLS &.PLATES TO CRIPPLES , W INTERMEDIATE SUPPORTS FIELD W/ 3 8dx3.25 J Z CRIPPLE STUDS .TOENAILS OR ENDNAIL TYP. Lu 2x4 PF STUDS AT 16 O.C. SIMPSON ABU44 FILL W Lu S S ALL HOLES WITH Z 0 DOUBLE SILL REQUIRED WHERE OPENING 16d NAILS: USE A 5/8 ANCHOR DRILLED MM EXCEEDS 5 IN WIDTH U.N. W C� O :AND EPDXIED INTO FOOTING, OOTING MINIMUM Z 2x4 NO: 2 SYP PT BOTTOM PLA P „ „ , V TE. APPLY 1/2 THREADED EMBEDMENT: F >w O 7. „ 2X4 SPF STUDS 16 RODS AT 6 O.C. WITH 8 MIN EMBEDMENT CENTERED O.C.O C FASTENED TO DOUBLE z @ V C) TOP PLATE W/ 2 8dx3.2 � BETWEEN ALL THREADS AND AT EACH SIDE OF BOTTOM O 5 NAILS & TO BOTTOM ce " PLATE W/ 3 8dx3.25 TOENAIL Q PLATE SPLICES. S TYP. z THREADED ROD EMBEDMENT DEPTH 6 „ O, SEE FOUNDATION ON PLAN FOR FOOTING MINIMUM DRILLED 3 OOOPSI CONCRETE FOR AL U D AND EPDXY INTO FOOTING . L G .... � :.. DETAILS. _ : ... _ , ... � ry FOOTINGS AND SLABS. WITH SIMPSON SET EPDXY OR SIMILAR. ... .. Z r J • .. •v } • GRADE • • .. .. •• .�. ... _. W ' . . u. /;e..• •...'. .� L .• •. +•t .•-sem:. \\ r N.. d \ \ \ .. •... d . , ... \ . • . \ • . •,.• \ _ a Z a +4 / / /LL SEE FOUNDATION PLAN FOR ALL FOOTING .... / / . - / .. 4 / dROD\ \ 1!2_THREADED 'w/ O / .. ..NUT & 3 WASHER AT 6 • • . DETAILS. THIS IS FOR ILLUSTRATION ONLY AND •. •d:+ .. .•. +• ...\ \ \ \ / S•. t. • .. \ \ \ \ w. r . ,, .. •.. .. .. . .. . .... O.C.WITH 6 MIN EMBEDMENT, / .. \ _ .... .. ... MBE MENT CENTERED Z \ MAY NOT REFLECT THE ACTUAL FOUNDATION _ t ... • .. a • ALL- THREAD . , BETWEEN A L THREAD . ... .�. .. ., L RODS AND AT EACH \ \ \ \ \ SYSTEM. .. . _, .. .. ... .: ... r d . /10 .• d \ \ G SIMPSON ET EPDXY SIDE OF BOTTOM PLATE SPLICES. EPDXY WITH N . / \ \ \ / O S O OR SIMILAR. O CL TION TYPLCAL HEADER FRAMING DETAIL T WALL SEC E PORCH POST TO BEAM 1 2 », o _ 1 2 =1 -0 @71/2 1 /2 1 0 / =1 —0 3 a Ww O N N LA CO 00 - cV ,. C7 0 :. N M o% Z 0 .. ;.;, Ln ,'cq z oC .J _ m d- O Q ROOF DECK NAILING PATTERN. Lt, Q 4-12d 2 ES TOE NAILS Ll..l Z z EDGE. 8d O 4 O.C. EA. END FROM BLOCKING 7 16 OSB I ' FIELD: 8d 0 6 O.C. TO TRUSS TOP CORD >'.. V r- GARAGE DOOR TRACK. L.L.L M 4 O.C. WITHIN 48 OF GABLES ' RaoF oEgc _ LLl N C� 4 CONT. U ZX BLOCKING CONT. 2X4 BLOCKING ,., Q ' SIMPSON H2.5 HURRICANE (CANE qJP EA WTRIGER CL 0 – 0 ALL SHEATHING JOINTS J01 4 BLOCKING O X BRACING •...r 16d NAILS WITHIN 48" OF GABLE TRUSS 1X2 P.T. Q DRIP D. O 1' a. • W V . V SEE FRAMING PLAN FOR F ,., WOOD ASCO OO_ RAGE HEADER'BEAM GA EAM • 4– d 1 _ Lll LL Z ND DET O W LSS IZE A AILS 2X SYP OUTRIGGER 024 0& ALIGN ONE Z 12d 2 ES TOE NAILS �2 ( ) OUTRIGGER W EA. X—BRA CE OR 2X4 BLOCK 48 O.C. > ,...,...._ 0 , END FROM BLOCKING 2X4 X N �� !] /z: SEE CH BELOW -- ... � D TDP CORD OF GABLE END TRUSS �.. , :... [ � TRUSS TOP CORD J DROP 31/2'. CONT. 2X4 SCAB {� FROMLn PLAT� I•. PT EEA U 2X8 EACH TOP TO BOTTOM CORD AT X' BRACING Q .ANG SIDE OF GARAGE DOOR 7/16' OSB WALL SHEATHING _._ O — OPENING. N _ � cz 3-12d is TYP. ... .......... .... wo VER'I IA .:. _ > 2X4 SCA6 O 4r O.C. cz IF � . I•�1� _ VERT. WEB NOT D „ „ PRESENT. ,- .. � _ :... , , .. ,. _ 4 LA BOLTS AT DOOR ;. 4 1/2 X G O S EACH _ ■ r TRACKWITH 2 SQUARE WASHER AND NUT. , - :: :.. :: _ -., • .: ,:. ■ ■ ■ ■ �E HEADER BE B • AT GARAGE AM DOUBLE STUD 12d o FROM u PROVIDE ADDITIONAL 2X4 VERT. IF w (VERT.) GABLE IS GROUP BEARING. eRAa BLaCaNc Bao —FORMAN cn w HIGHER THAN 4 .0 TO .C-SHAPE 4 2X XB LATERAL , Lu #2) � U ap BRAC CHART BELOW 4-16d NAILS I SIMPSON LSTA18 14-104 0 32 O.C. W 3� I TO EA. TRUSS I I ( ) -J • PROJECT _ Bb BOTTOM C D OF GABLE#. oR END TRU ' BURS 26 Q Q SEE FOUNDATION PLAN FOR ALL FOOTING' .; tzd TOENAILS o 8" o.c. FROM TRUSS BOTTOM Z DETAILS. TH S IS FOR ILLUSTRATION ONLY cxxto TO PLATE J ..... ,_ � AND MAY NOTREFLECT THE ACTUAL _ .. _. ...... ..� vQ� O� 24hPLATES r .,. Dxunebaasastr���� seeaiBa�+a DESIGNED:KC MFOUNDATIO .SYSTEM. 4-184 NAILS ?-YP U DRIVEWAY 2X4 BLOCKING 048 O.C. • >: t `: > , ,, .ANTLA tC..1�lkn1'�k .,;�)pdty;,�, e.��m�afA ,:_ Aram 1r�tueasf d ..... .... .. .... ... . _... `,... ... I N`d: .. BETWEEN GABLE AND arum � H �r`at•ri` i :,: E-- .. ......... __. _ .. reo�ed - ..-. �aa4i•s1A��6�; �dai l?.. � � : • - 2X4 SNDS 0.18. O.C. E— \ \ • . TWO TRUSSES �ran>raar;i, Lu a SPF _ -- _ `:._ ( #2 ) \ .. MF::P DRAWN..KCM ,w O \ r 1111. Y:eYrYaa ra: \ Z \ \ _ NAIL. PATTERN. U \ 11l41i.A4ER'EKM1: Laoae�l� b,x :dam Axa O / EDGE 8d HAILS 04 .. arG�eFua9�w:!1ir�r�kg,a7 � lxu:. aria ai�a�a U _ / \ FIELD. 8d Nays o 8 o.c. X BRACE CHART \ EDGE- SCALE: AS NOTED \ \ z \ Q 4/12 PITCH –BRACE O 8!-0* O.C. MAX. 5/12 TO 7/12 PITCH: —(–BRACE O 8 –0 O.C. MAX. sn m GREATER THAN 7 2 PITCH – – O.0 .(MAX) —X BRACE O 4 0 0. MAX. LuO BTRA1£ IWt'#�trBQA1�A. F119iE10it_ SIM1�M&:: I�FMBEt.�' . Ii0E13>Bf:�TAI� ISSUED.• 9/19/17 LEN Q - -z a a ;� ,,.� �• z� REVISION-1: Lu ta7Mr. TRACK MOUNT DTL. e _ k ��rs_ D OOR , ,.. Lu � w ��kY TQ,ASI`M3 , G)LAGAL END T USS B B E R RACING� 0 Q N J " P-019 REVISION 2. z 1 2 =1 sc10 ,:. O .__ ,�s aatmtiv i Zr: . U r 1i .: uj uj ry if N M F• �' O, 59Lu .. z CC .� STATE F U , - •, L 4 Lu i .. Lu S J I V ,Z ♦ G N oe A r z(D nT,eT _z cz LU LU LU KEV IN C. MA RTIN PE #80359 W z Z SHEET � Lu 3 z� —z O Q— ]�iz S2.1 W F):�i N D U w w CieO Q U TRUSS NOTES. � 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. > GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS � 2 TRUSSES, G R , CALCULATIONS. ANY QUESTIONS AS TO THE SIZE UPLIFT CALCUL , TYPE, OR VALUE OFA z 3 NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. O z N NAILS ® 6 0 C ON EDGES 3. ROOF NAILING PATTERN POINTS TRUSS END O R UPLIFT/CONNECTOR USE 8d x 2.375" RING SHANK NAILS a <600#/l DZONE 1 — NAILS CSD 12" O/C IN FIELD — _C NAILS 0 6 O/C IN FIELD J Lu ZONE CHART - 9'-0" BRG HEIGHT z V w (2)ZONE 2 — NAILS ® 12" ,� 0 C 1N / FIELD ' �� 21 911 1211 Cieo NAILS ® 6 O/C ON / EDGES v� 00 r- (0 co ti, 't � 't co co co M co co co (0 ti 00 T— r r r e— r r r r r r r r r r r r t _ 0(3)ZONE ; 03 3 _ NAILS ®12 0 C IN FIELD z NAILS ® 6 0 C ON EDGES cS POINTS TRUSS END UPLIFT/CONNECTOR R UPLIFT/CONNECTOR UPLIFT CONNECTOR / UPLIFT CONNECT UPLIFT/CONNECTOR a <600#/l <600#/1 Q. <600#/1 5 _C O c� Lu ZONE CHART - 9'-0" BRG HEIGHT Lu V w o �� 21 911 1211 Cieo 00 r- (0 co ti, 't � 't co co co M co co co (0 ti 00 T— r r r e— r r r r r r r r r r r r t JOB: BUILDING UNLIMITED o a 7 U U U W W W W W W W W W W' W W 0 z NAILS ® 6 0 C ON EDGES cS POINTS TRUSS END UPLIFT/CONNECTOR R UPLIFT/CONNECTOR UPLIFT CONNECTOR / UPLIFT CONNECT UPLIFT/CONNECTOR ALL TRUSSES <600#/l <600#/1 <600#/1 <600#/1 5 O Lu ZONE CHART - 9'-0" BRG HEIGHT Z W o m Q JOB: BUILDING UNLIMITED o 5 0 _ z Lu 4. HALL BE IN ACCODANCE W TABLE R702.3.5 OF THE FBG GYPSUM CEILING. FASTENING S / J18 5 CJ18 LOC. 905 MAIN TRE STREET z o > = _ o 5 0 Q c� Lu 4 SPF ® 24 O.C.UP TO 14 —0 HGT. 5. ALL INTERIOR LOAD BEARING WALLS TO BE 2X #2 V o 5 --� .o N �mLn 0oN PLAN. •._1 N -n „ — 16 O.C. UNLESS INTERIOR` LOAD BEARING WALLS ABOVE 14 0 TO BE 2X4 #2 SPF J17 A4 _ N L1 0 CJ17 _ N Z )-0 z OTHERWISE NOTED. ti 4 �. t.LnN ....a m d' O a o z ti DESIGNER. BDE c.� N U » — ES AND 6 0 C FIELD 6. GABLE END SHEATHING SHALL BE NAILED WITH 8 d s 4 0/C EDGES / , 4 _ t.tl th r,.c� N ; "% _Q Q N N E--� 1v z — 3, . NAILING REQUIREMENTS ARE 7. TABLE 2304.9.1 OF THE FLORIDA BUILDING CODE 2014 5TH ED , Q J16 4 .. ..... J Q 0 a Lu CJ18 v Q V O O— ol Q - IN 'ADDITION TO THE STRAPPING REQUIREMENTS. Z 0 .' N 3 Z i �� TRUSSES AT 24 ,QC. 4 A V` ►..%� a O u, PITCH: 5/12 0 w -8. TYPE X GYP. BD. ®GARAGE CLG. BENEATH. HABITABLE SPACE & 1 2 MIN PROVIDE 5/8 / 1O 0 w J 2X4 No. 2 SYP 4 ,^ V L 1 J U Q �� OVERHANG: 16 n BLOCKING AT 24 O.C. r. Q oLL. w cL,--_FASTEN BLOCKING r 4 e � Nrmmmmm J GYP. BD. CSD GARAGE. SIDE WALLS &UNDERSIDE OF STAIRWAY If USED AS ACCES SIBLE SPACE w/ 3a O O 16d NAIL EACH END. tr �- Q U - 9. ALL TRUSS BRACING AND TRUSS TO TRUSS CONNECTIONS SHALL BE IN ACCORDANCE WITH " WIND CODE: 130 MPH - EXP C - CLOSED O Q W LL ASTEN TOP PLATE TO BLOCKING o- THE APPROVED SET OF TRUSS SHOP DRAWINGS. 9 0 wU w/ 3 16d NAILS & SIMPSON O V) w SDWC15600 TRUSS SCREWS. 3 z PROJECT #: BURS -26 w� m J 2X4 EXTERIOR WALL SECTION 1 o Q Z_ W _ 2 0 0 v ALL TRUSS PLATES ARE ALPINE PLATES Z _ W O 08 _ DESIGNED: KCM N Q OP WALL TO TRUSS BRACING -J J TRUSS TO TOP PLATE CONNECTOR SCHEDULE _ co _ o r N Lu U......... ALPINE WAVE PLATE APPROVAL # 1 999 3 V DRAWN:zKCM z� ALPINE HS PLATE APPROVAL # 1999.2 -I Q c� z o U 8 r UW c w w Z z Lu z cz Q 0 w TRUSS TRUSS END INTERIOR BEARING POINTS TRUSS END UPLIFT/CONNECTOR R UPLIFT/CONNECTOR UPLIFT CONNECTOR / UPLIFT CONNECT UPLIFT/CONNECTOR ALL TRUSSES <600#/l <600#/1 <600#/1 <600#/1 5 O - - 9'-0" BRG HEIGHT Z W z U)w 7 ENGINEER OF RECORD � m 6 MARTIN ENGINEERING � Z 5oo1' 13245-4 ATLANTIC BLVD #$261 (DAo! oo � Q V JACKSONVILLE, FL, 32225 = Z 5 904-472-1459 � Q _ z LL. Z � : LICENSE NUMBER. 32027 I- O N z 1. SIMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES _ 5 O - - 9'-0" BRG HEIGHT Z W m Q 5 0 _ CL 5 o = _ o 5 0 Q V o 5 --� .o N �mLn 0oN •._1 N -n A4 _ N L1 0 N Z )-0 z 4 �. t.LnN ....a m d' O a o z c.� N 4 _ t.tl th r,.c� N ; "% _Q Q N N E--� 1v CL cle z 4 .. ..... J Q 0 a Lu } v Q V O O— Z 0 .' N 3 Z i �� TRUSSES AT 24 ,QC. 4 A V` ►..%� a O u, w Z 0 0 w J 2X4 No. 2 SYP 4 ,^ V L 1 J U Q n BLOCKING AT 24 O.C. r. Q oLL. w cL,--_FASTEN BLOCKING r 4 e � Nrmmmmm wTRUSSES ,w w/ 3a O O 16d NAIL EACH END. tr �- Z4 O Q ASTEN TOP PLATE TO BLOCKING 0 wU w/ 3 16d NAILS & SIMPSON O V) w SDWC15600 TRUSS SCREWS. 3 PROJECT #: BURS -26 w� m J 2X4 EXTERIOR WALL SECTION 1 o Q Z_ _ 2 S-3 O _ DESIGNED: KCM N Q OP WALL TO TRUSS BRACING 2 _ co Lu U......... &3/4"=lp-Ott DRAWN:zKCM z� 1 o U r UW SCALE: AS NOTED zQ o� B 2 _ � ISSUED. 9/19/17 , Lu x o o 0 C 11 -------- ZCL << REVISION -1: Q w �w e. REVISION 2. w p Z 19 4 157 - O z X11 yrI Lu U Lu , ,� 34 8 r1 <„ z .• �p .' ,. 0 59 ; z _z 3Lu S2.1 ♦ •* .. * • - : QUOL C) � • - fY� % .W D �� S ATE .-. UJ ,, Jw USS PLAN OQ epT .�.. `'LL ♦♦. VA .. S N Z SCALE.. / 0 � rrrf r��� — LU LU w KEVIN C. MARTIN PE #80359 Lu Z SHEET z— w 3 zv) �=- z O _Q— S-3 :2 z r,, LU :�i o— N