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LD ATER D 020"PALM o _ 1 C?.46 ° 5D ,- 10 44 N cN 00 TELEVISION I %'1 G.4 II 0.43 ESR I m w., «, 0.4 MN . ,, . . - , _ _. . -- - - -- - CABLE RISER , 1 & 11/ x m I�•rl r ll� mD mz X CID RET ° � � 1 G.3� �� f 10,3 7 L mo n cn 10.1 I I 1 0. 10,3 3 10.252 Z r - O --I DR, AND A�_K I W N � n � z m -- _ 10.3 0 1-] xo Om < n n -1 � 10.21 ED OF PAVEMENT 1 .24 110.26 10.14 n 10.13 o OM < < O �-r•) Za D cn � K D m O O _ � _ -0 C HT1 Z (Cjz I o � f- m D n < ^ A D P mm P � m _ G� 0zcn � = mcn l 1 r r J II 0 II II z zK - m * X10.44 X aX10.49 < < ^ II m � rn X10. mpn M O O 0 rn D n0 u rn � M * OC Z C c.0 0 D D D rn _ z c� o � N w \ o iv cNn mz mz m � � m m m m N v, O C7, cn � p r DDS < �_ o O II D n � O Ornn > 0 r � rn rn � N N _cp p D OmXGEOSTREET00 R c o �"�0' RICHT OF WAY PAVED PUBLIC ROAD m m � z C) m < rn < � y Z m Z o W (A O (.A II O � z 0 0 00 00 0 0 Y \ M UlrTl T1 -9 T1 -T1 O -I m m z < 0 i o m va i b 'tn JOB NO.: 10009 N0. REVISIONS BY DATE 1880 GEORGE STREET3 cf) DATE: 2/2/1 1 DRAWN BY: J P M 1880 GEORGE STREET, CITY OF ATLANTIC BEACH, FLORIDA Iv CHECKED BY: GAA PREPARED FOR: BEACHES HABITAT FOR HUMANITY, INC. � vmwt CIVIL ENGINEERS,bb!py APPROVED BY: GAA O T T V DT A XT A NTT) TWT A TT C j I DkAF A46HT 5G ULE I 25-0-0 0 0 0 n R �vo\ 0 0 0 C) O O O O 1!3m/1(,:� GJ01 GJ01 GJO J03 q T01 v IFN o I T02 N T03 ( i T04 T04 ,:i ' T04 1.1 H�At�LOJGHtR15T)kiLLc4R*TION A IC�JPORAR ,�i LING.) ° REFER TO ENGINEERED DRAWIN65 FOR PER ENT li C14 BRACING REQUIRED. (J T04 - 2.)ALL TRU55E5(INCLUDING TRU55E5 UNDER Q VALLEY FRAMING)M15T BE COMPLETELY r DECKED OR REFER TO DETAIL V105 FOR fT04 ALTERNATE BRACING REQUIREMENT5. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. ( 4.)ALL TKU%E5 ARE DESIGNED FOR 2'ox. T04 3 MAXIMUM SPACING.UNLESS OiHERW15E NOTED. A 5.)ALL WALLS 5HOWN ON PLACEMENT "1 0`1. PLAN AVE CON5IDERED TO BE LOAD T04 1i} BEARING,LNLE55 OTHEEW15E NOTED. 5742 TRUSSES M15T BE INSTALLED T04 WITH THE TOP BEING UP. 7.)BEAMMEADER/LINTEL(HDR)TO BE FURN15HED BY BUILDER. j T04 T04 iBuilders 7 T03 A FirstSource T02 Jacksonville } T01 PHONE:904-772-6100 FAX:904-772-1973 FT 1�� O GJ0 Tampa PHONE:813-621-9831 FAX:813-628-8956 1 o Vo /� Freeport f GJO JO PHONE:850-635-4541 FAX:850-835-6835 ( GJOI GJ01Ill y 1 0 o O o O O O O o 0 0 0 0 ��i D ,O HABITAT FOR HUMANITY—BEACHES v v w w w w w w w v v � • J EWLADDDE55: ks i YODEL tnri5ion: 1 �c 1880 GEORGE 5T. 5-0-0 10-0—� >1 3 6EPROOM r DAEE: Y: titin°to nrnnic s 1/27/11 GP 359516 M ` "` `°I TLI� FLATS APPROVAL # i 21 q7 . 2 - 21 U . 4 WLYERHAU5LR PRODUCT # I 100 . 2 - 100 . 10 359516 I i I I I I Beaches I , Illi, i Hab*ltat Humanitd ' �► 1671 FRANCIS AVENUE I ATLANTIC BEACH FL 32233 Beaches 241 -1222 (904) Habl*tat FA904 241 -4310 for Humanit ( ) 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 904 241-1222 41222 1 3 BEDROOM DETACHED SINGLE FAX: (904) 241-4310 BUILDING CODE SUMMARY ,III ?I CODE ENFORCEMENT JURISDICTION : DUVAL COUNTYFAMILY HOUSE I , 'll ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH TI—IE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM 1880 GEORGE STREET LD NG HEIGHT OF THIRTY FIVE FEET (35 -0 BUI I ) ATLANTIC BEACH, FLORIDA 32233 �I ZONING CLASSIFICATION. RG DUVAL COUNTY VIII a MPH (WIND BORNE DEBRISWIND ZONE. 120 ) , 3 BEDROOK F ORIDABUILDING CODE RESIDENTIAL. 2007 EDITION W/ 2009 AMENDMENTS) DRAWINGINDEX FLORIDA BUILDING CODE PLUMBING. 2007 EDITION (W/ 2009 AMENDMENTS) DETACHED I, FLORIDA BUILDING CODE — MECHANICAL: 2007 EDITION (W/ 2009 AMENDMENTS) SINGLE a FLORIDA BUILDING BUILDLNG CODE . —. FUEL GAS — 2-007 EDITION (W/ 2009 AMENDMENTS) VIII NATIONAL ELECTRICAL CODE: 2008" EDITION Al - TITLE SHEET, DRAWING INDEX, GEN . NOTES FAMILY HOUSE FLORIDAFIRE PREVENTION CODE. 2007 EDITION _ A2 FOUNDATION PLAN AND FLOOR PLAN � ll�ll A3m OCCUPANCY CLASSIFICATION . RESIDENTIAL ROOF PLAN AND DETAILS 1880 GEORGE STREET {' IIII Ar_+ EXTERIOR ELEVATIONS ATLANTIC BEACH FL CONSTRUCTION TYPE. TYPE V-BWOOD FRAME)) 32233 I A5_ ELECTRICAL P AND DIAGRAM SPRINKLED. NO DUVAL COUNTY FIRE DISTRICT: NO BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 14'-0" MEAN 4 -0 MEAN ROOF HEIGHT: 111-411 TITLE SHEET , i BUILDING AREA_ TOTAL A/C: 1 , 100 SQ FT. INDEX OF GARAGE. N/A DRAWINGS, LANAI : N/A GENERAL ENTRY / PORCH: 50 SQ FT. NOTES I'I STORAGE. 25 SQ FT. I ;I TOTAL UNDER ROOF: 1 ,175 SQ FT. DATE: 12/16/2010 DRAWN BY: JNO FILE COPYA. REVIEWED FOR C D O EC O MPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL II REQUIREMENTS AND CONDITIONS. REVIEWED BY: DATE: U"l 3 A-4 lo 25'-0" 25 —0 11'-10" 2'-8" 10'-6" 3'-0" 10'—0" ABBREVIATIONS 6'-6" 12' 6'-6" _ Beaches ABV ABOVE Habitat sw AC AIR CONDITIONER 0 d AFF ABOVE FINISHED FLOOR CA/C1 00 AHU AIR HANDLER UNIT for Hum,,1nity HB ro cn CABS CABINETS HB EGRESS 3052 SH EGRESS 3052 SH CLNG CEILING (6'-10 4" HDR.) (6'-10 HDR.) COL COLUMN 1671 FRANCIS AVENUE DR DOOR ATLANTIC BEACH, FL DW DISHWASHER FLR FLOOR 0 V 00 32233 FP FIREPLACE o (904) 241-1222 GLS GLASS FAX: (904) 241-4310 HB HOSE BIB BEDRM #2 MC MEDICINE CABINET F MIR MIRROR 8' CLNG MTL METAL 5,_g„ 2'-1 „ 3'-11 OWNERS _I OHC OVERHEAD CABS o0 N OPNG OPENINGB8 CLNG OPT OPTIONAL (r 0 R&S CLOTHES ROD and SHELF 7yt,:2� REF REFRIGERATOR SD SMOKE DETECTOR 3'-0" SGD SLIDING GLASS DOOR 4068 (1)SH SH (2) SHELVES (QUANITY) 00VOL VOLUME R&S _5" 8'-4�" WC WATER CLOSET 2068L. WD WOOD 00 _4 WH WATER HEATERry 4" 5'-52„ 068 0 „ I 24" AC _ —o -o ELE 0. BATH _ 068 PANEL 4068 INT KE w Co � p �� I BLOCKING NOTES _ 00 �,� 8 CLNG p 1N I o L ;� VINYL N _ 1 O Q INS--ALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR WH = 1 0 � �� 1_1 'I INS"ALLATION. 2 X 6 BLOCKING TO BE LOCATED AT j� Q N 0 ° W SLOPE 36" (CENTERED) ABOVE FINISHED FLOOR. w �-- `" 2868 STORAGE R&S oo (3)sH 0 8 CLNG N M o Q I m s s Ln 0 406$ TH 3 � 3 BEDROOM BA 2 `fl 1 o ^� 30rl 68 8 CLNG DETACHED 0 0 VINYL FOUNDATION LEGEND -1N � � I U BEDREF 3 �N oHc O oHc o SINGLE 8' CLNG DLn = o 4" INDICATES A STEP—DOWN OR RECESS IN0 _ FAMILY CONCRETE SLAB W/ MINIMUM DISTANCE iv KITCHEN p o0 1 DENOTED 1 8' CLNG 2068 0 - 7_1 A-4 N _ VINYL toL° HOUSE E— INDICATES SLOPED CONCRETE SLAB 0OO Iv SLOPE 1/8" PER FOOT (MIN) 040 (4)SH N 4 A-a10'-g ,Of I 3 —5 „ N 0 1 0 = 12" W. BAR 1 1880 GEORGE STREET OVERHANG @ 48" w SLAB NOTES W AFF W/ WALL BELOW w �� Of .1 ° 1 ATLANTIC BEACH, FL c� � LIVING RM DINING 32233 HB 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED 'n 8' CLNG HB DUVAL COUNTY MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT �� 8' CLNG SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. FOYER E SS 4052 SH aw 2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM 2 VINY (6'-10 J" HDR.) p OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 A-3 COVERED :2 �L 1 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, V) in COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 3068 PORCH m BEAM 8' CLNG 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND EGRESS 4052 SH PROVIDE THICKENED SLAB @ ALL LOCATIONS. (6'-10 J" HDR.) 6 PT 15'-0" 10'-6" 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON P ST FOUNDATION DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE 7'-6" 7'-6" 5'-0" 50-01, CONDIT ONS. PLAN 15'-0" 10'-0" 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS ? AND REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL 25p-0po PLUMBING FIXTURE LOCATIONS) Pr 2 7r FLOOR A-4 PLAN FOUNDATION PLAN FIRST FLOOR PLAN 2 DATE: • � /� _ V - 10 " _ O '� /4 '� — 0 NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR DATE: 12/16/2010 = TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. DRAWN BY: JNO VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. R 30 BLOWN INSULATION 12 16" FIBERGLASS SHINGLE AREAS 4 ROOFING OVER 30# FELT ='AL LIVING: 1100 SQ. FT. Baches INSULATION BAFFLE BETWEEN STORAGE 25 SQ. FT, EACH TRUSS Habitat ENTRY 50 SQ. FT. '-4" #_4" HURRICANE CLIP ® EACH TRUSS. TOTAL UNDER ROOF: 1175 SQ. FT. for "Umanityo (SEE STRUCTURAL DRAWINGS) — (2) 2x PLATE, #2 SYP 1671 FRANCIS AVENUE ATLANTIC BEACH, FL ALUM DRIP EDGE OVER FASCIA 32233 (904) 241-1222 1/2" TYPE HCI, GYP BIRD 0 CLG FAX: (904) 241310 1/2" GYP BRD FULLY VENTED R-13 BATT INSUL VINYL SOFFIT day a VINYL LAP SIDING OVER TYVEK HOMEWRAP I-- z w SOFFIT D w 0 3 1 " _ 1 _ 0 » LL 0 3 BEDROOM PITCH PITCH DETACHED i w R-30 INSULATION W/- SOFFIT ,DETAIL _ SINGLE 2" POSITIVE AIRSPACE SEE 3/A-3 z UNDER .SHEATHING 1 -4 FAMILY w DOUBLE 2X4 TOP PLA'E STEPS: 1. IN WATER SHEDDING FASHION, STARTING HOUSE AT THE BASE OF THE WALL k WORKINGLi TOWARDS THE TOP, O.C.NSTALL THE WRG TO WINDOW INSTALLATION (METHOD A-1 ) 2X4 STUDS ® 16" LL- THE FACE OF THE SHEATHING. WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. O 2. APPLY SILL FLASHING FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. W/ R-13 BATT INSULATION 3. APPLY BEAD OF SEALANT AT BACK OF SEAL THE WINDOW FRAME TO ~ WINDOW FLANGE & SET WINDOW USING PAIS OPENING. APPLY A j- NOM, SECTION A HEAD SCREWS TO FACILITATE INSPECTION. DLA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW THROUGH WINDOW JAMB Ld 4. APPLY BEAD OF SEALANT AT SIDE FLANGE, IN UNE WITH ANY SEALANT BEAD JAMBS, EXTEND 8 PRE-PUNCHED HOLES OR BEHIND MOUNTING 01880 GEORGE STREET 5. APPLY JAMB FLASHING SLOTS. FLANGE 5. JAMB FLASHING w 6. APPLY BEAD OF SEALANT AT HEAD 6 ATLANTIC BEACH, FL APPLY CONI. SEAL TO THE 7• APPLY HEAD FLASHING MOUNTING FLANGES AT THE TOPm (HEAD) AND SHOES (JAMBS) OF XA f 32233 B. REMOVE PREVIOUSLY APPLIED TAPE, WINDOW. EXTEND SEALANT AT VINYL LAP SIDING OVER V) ALLOWING wRB TO LAY FLAT OVER HEAD JAMBS je*ABOVE THE R0. AT `, FLASHING. APPLY NEW SHEATHING TAPE HEAD. EMBED JAMB FLASHING TYVEK HOMEWRAP DUVAL COUNTY OVER DIAGONAL CUT - SEE.DIAGRAM. INTO SEALANT AND FASTEN IN ��gH PLACE. (FLASHING GOES OVER SEALANT BEAD BETWEEN SEALANT) FLASHING AND • MOUNTING FLANGE oil - I ~ SEAI.ANT SECURE WRB AT HEAD m 5. MJ MP F�HIN EXTEND JAMB FLASHING TO \ OVERLAP SILL FLASHING. \ - EXTEND JAMB FLASHING 8� ABOVE ROUGH OPENN14G AT \ \ FLASHING AT HEAD EXTENDS 1" HEAD. TUCK TOP OF JAMB \ \ BEYOND JAMB FLASHING. \ 2"x4" P.T. BOTTOM PLATE W/ 1/2 x 10 FLASHING LINER THE FLAP OF WRB AT THE HEAD. SEE \ DIAGRAM. ANCHOR BOLT ® 24" C.C. 7 HEADASH�NINTERIOR VIEW:EMBED BOTTOM OF THE HEAD TOP LEFT CORNER OF WINDOW ROOF PLAN FLASHING AGAINST THEFINISHED FLOOR PREVIOUSLY APPLIED SEALANT14 (FLASHING GOES OVER SEALANT)). 4 G e' ° a EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN 9 \ SEALANT AND D PLACE. J c d GRADE SEE FOUNDATION \ \ DETAILS FOR CUT UNE SILL FLASHING \ - ACTUAL SIZES q SHIM AND ADJUST WINDOW TO / ACHIEVE SQUARE, PLUMB. AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN NOTE: t WEATHER R SIsT MT BARRIER MANUFACTURER W��FlGTIONS. ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED (WRB) STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. WALL SECTION ROOF PLANT DATE: 12/16/2010 2DRAWN BY: JNO 12 4� 30 YEAR ARCHITECTURAL SHINGLES6,o "'" ► 8'-1 BEARING ® ® O -- -. -- El Bn VINYL SIDING Habitat for Humanity' o,—o„ 1671 FRANCIS AVENUE FINISH FLR ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241,4310 SIDE ELEVATION 1 /4 = V - 0 0 1 .2 12 4C� 4 30 YEAR ARCHITECTURAL SHINGLES ---- 30 YEAR ARCHITECTURAL SHINGLES 8'-1 1 8" 8'-1 1 8" BEARING BEARING 3 BEDROOM VINYL SIDING . VINYL SIDING ::AL DETACHED -, 11 Ak o o,. SINGLE FINISH FLR FINISH FLR FAMILY FRONT ELEVATION R EAR ELEVATION HOUSE 4- V - 0 � �4 V - 0 )) - � 1880 GEORGE STREET ATLANTIC BEACH, FL 32233 DUVAL COUNTY 12 4� 30 YEAR ARCHITECTURAL SHINGLES 8'-1 1 8" BEARING VINYL SIDING M 0 13 L3 EXTERIOR ELEVATIONS k V-0. FINISH FLR SIDE ELEVATION 4 „ 4 1 /4 = 1 - 0 DATE: 12/16/2010 DRAWN BY: JNO I a ,. M^., -.:w .:+a .r... 'c .. �.Qi-:.:..» ,. . v• _'rG .v.. -t..;w' ` .,+w.r 2w:.,- :•+?3+....15=: 20 XHHW AL Beath '150 AMS' PANtL Habitat for Humani ELECTRICAL METER HB AND 150 AMP BREAKER bol" 1671 FRANCIS AVENUE 3" CONDUIT, RUN TO POLL EELECTRICAL SERVICE RISER ATLANTIC BEACH, FL EXTERIOR WALL 1N.r.s. BEAM Z 8ANERS 32233 8' CLNG 8' CLNG (904) 241-1222 FAX: (904) 241-4310 O LIGHT (PREWIRE FAN LIGHT ELECTRICAL LEGEND (PREWIRE FAN) 110 VOLT DUPLEX OUTLET—WALL MOUNTED 110 VOLT DUPLEX OUTLET—WEATHER PROOF Q 110V DUPLEX —GFCI OUTLETBAT 1 110V DUPLEX —AFCI OUTLET 0.8' CLNG a@E 220 VOLT OUTLET—WALL MOUNTED - VINYL W ► TELEPHONE OUTLET Q -C,9- 1 SWITCH STORAGE -b4 SWITCH—THREE WAY 8' CLNG PUSH BUTTON SWITCH BATH 3 BEDROOl ® DOOR BELL CHIMES BEDRM —ff3 2 8' CLNG 0-� CABLE TELEVISION OUTLET 8' CLNG VINYI DETACHEI 0 - - LIGHT FIXTURE-CEILING MOUNTED SINGLE LIGHT FIXTURE—WALL MOUNTED LIGHT KITCHEN FAMILY Q SMOKE DETECTOR-CEILING MOUNTED (PREWIRE FAN) 8' CLN VIN /"G.D. ® EXHAUST FAN HOUSE 3 0 ► ® ELECTRIC PANEL q QUICK DISCONNECT `4f' FLOOD LIGHTS — DUAL HEAD � 1880 GEORGE STREET 1'x4' FLUORESCENT CEILING MOUNTED LIGHT ATLANTIC BEACH, FL LIGHT FIXTURE (PREWIRE FAN) 32233 DINING DUVAL COUNTY 8' CLNG HB 3 LIVING RM ELECTRICAL NOTES 8' CLNG 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. ELECTRICA 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. PLAN 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED AND DIAGRO FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE—TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. ELECTRICAL P >> >> DATE: 12/16/2011 1 /4 = V - 0 DRAWN BY: JNO W . I 961R?t / 9dI GENERAL NOTES: SPECIFICATIONS: (continued) CODES & DESIGN STANDARDS: DESIGN LOADS: � ��E-z-,{� I OTHER FRAMING I 1.All notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or Florida Building Code-Residential 2007 w/ ROOFS service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be ° 2009 Supplement LIVE LOAD 20#/sf /iii iii%ii!iiI /i�;;iii/jii r/%�i/ /i F P g . . 1.All structural(dimer sional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19 /o moisture content. E /, // // / // / / //r furnished by those persons and/or entitles with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a Florida Building Code 2007(as applicable) DEAD LOAD/SHINGLES 7#/sf i, i/ rr� thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E,ore equivalent,except as noted otherwise,and shall be installed in w/2009 Supplement DEAD LOAD/TILE 20#/sf ��/� iii;i;�/ accordance with the manufacturer's specifications,instruction and directions. qASCE 7-OS DURATION FACTOR 1.25 ! //' //i/ i .ji /i zoxE^i" /// //i/ // 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 NDS-05 FLOORS // /� i'/ ii/ '/ and 1610 of the Flonda Building Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 ACI 318-05 LIVE LOAD 40#/sf ii i/ /i, /,/�// ,// - 's of work i limited to only providing the nese analysis, 3.All engineered wood posts or columns shall be Trus Joist/!-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as specified,or WFCM-01 DEAD LOAD 12#/sf(Including Cln' Below ii ii ii / �� i� ' along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code Residential. The engineer scope s Y Pr, g QTY Y equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not bebuilt-up or pieced together to form g g ) ii ! r/ ;iii,::/ r%i/ //i iij/ i! drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the DURATION FACTOR 1.00 z /i _1/1-, ! " % �!i%, zoNE^1" !i the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members- DESIGN CRITERIA• ° r ! � aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the i.e.4x4 4x6 6x6 etc. -may be laced b a similar-sized e. . a 5.25"x 5.25"EWP in lie CEILINGS/ATTICS i% _ ij�iii j !i, „ii ji/ii//j / i/ I y rep y ( g u of$6x6 SYP)engineered wood post without additional analysis or o / /r engineer's scope of work specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EWP LIVE LOAD/NO STORAGE 10#/sf(Non-concurrent) M// z i// �% /r /! r�11 specified herein),etc.]as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, documentation required by the engineer. BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) /i N ii zoNE i i ;,./ iii the engineer's se of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture ,� BASIC WIND SPEED 120 mph(3 sec. gust) DEAD LOAD 5#/sf i� ij ii ^ i i�!i i !ire I g scope 4.All nailing shall be ivrth common nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by / ,r /r ; / zoxE r protection,infiltration and/or resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the EXPSOUIRE CATEGORY C WIND //i// /i /r i//// !'i/ / ^I^ /moi, / // I' the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails ii// i;'/i /// ii/�, /i /i' /i structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections of the code and makes BUILDING CATEGORY II LOADING PER TABLES / // / / / , ,, i/, ;i/ . ep. g P PP Po or screws. i//i//' / // / ,= / no other claims,warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address IMPORTANCE FACTOR 1.00 DURATION FACTOR 1.60 //i///�/, I/ i // �' / i%/ i elements and the cific confines of the aforementioned code sections and stated limitations is purely incidental to the en eer's scope of work and shall be INTERNAL PRESSURE Coef. +0.18/-0.18 SIESMIC N/A i//ii viii i /i ii iii/ii i beY � P Y 5.All engineered components,including roof trusses,floor trusses,I joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and /j// r /r/ �� ' �� responsibility of the appropriate entity-i.e.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as // zoNE / ZONE , _ . " directions. r r/ / 1" // / "1" appropriate for the intended purpose. ;r /� i �� // /i 3. The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI (Structural 1 rated sheathing NOT required except when specifically identified as such). w /ii/�iiii i� i�i i � Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly 4 thereof. It is the responsibility of others-i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum GABLE blocked. Use of ply clips or similar edge support is required at unsupported panel edges of roof sheathing 7/16 thick when supports are spaced at greater than 16 o/c. I RZ I ZONE"3"-CORNER appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32"thick when supporting file roofs. Use of"ply clips" ,��I zorrE(s),TYPICAL the minimum pi nbed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall by the local conlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone sheathing shall not be less than 7/16"thick. Floor sheathing shall not beTess than 23!32"thick,with all panel edges supported(tongue&grove or blocked). Some "V"unless thesegineering documents specifically indicate the designs)depicted herein are resistant to the potential effects of V-class flood zones. ROOF PLAN/VIEW ZONE-I INTfiRIORzoNE(S) design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. 4. The design(s)s depicted within these engineering documents hasthave been prepared in accordance with the applicable laws,codes,standards rules,etc.,(referenced 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA( www.a�awood.org)recommends the use of either 15/32"thick,32/16 span-rated ii ZONE^2"-END/EOGEZONNS) gn( ) p gi g Pref PP "EZ" DEMENSION: herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) sheathing(Exposure 1,PSl/PS2) or 7/16"thick,24/16 span-rated Structural I rated sheathing en the sheathing is installed wr' Ufa vertical orientation(long axis or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering parallel to the studs)on the wall(see Technical Bulletin TB-202 for additional information). The discretion to enforce the aforementioned recommendation is at the sole 3 _Q�� zoxfi"3^-coRxfiR zoNE(s) documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the 1 the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer suitabilityof the nonconfomlin materials with the Building Official haven jurisdiction over the project. Failure to do so may result in the need to significantly enhance for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the g g g J Prof Y Y engineering documents or addendum thereto. the construction of the exterior walls. 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and N,� 5. These engineering documents may be used one-time-only,and only at the specific site or location ident�ed herein. The design(s)depicted herein may not be used to �U Co. directions. Alternates :o the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications of the connector(s) execute(a)subsequent structures)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. specified and have appropriate product approval and installation instructions and directions. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. FOUNDATIONS,COIJCRETE&MASONRY 1. The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design T @ 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or information shall a reported to the parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein H p� engineer before the commencement of construction and no construction gall proceed until the discrepancies are resolved. Should discrepancies be discovered during is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the O l- 40 construction,construction should cease until such time as the discrepancies have been resolved. foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of / O O ? q t, d the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of ' O O ~` ^' ,F"a 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations / O O 06 partitions above floor:labs,finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future / O O I_2g5 and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information performance /// O O O or for claims arising from the use thereof. ///, / O z 2. The foundation designs)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring 0• //,/,�// / O O O 9 � __ d 10.Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#Isf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth �G ,///1i O y - � V that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and c�A j//' �.;, / O O the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. , /// /�.' / O O U 11. These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall / //�/ // framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural 3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor // /////�//. O O O O drawings. system above or otherwise properly braced or shored to prevent damage to the wall. /// / //j///j/ O O O O / v - � // /i' // / eS �.-�. 12. These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc. of headers,beams,columns,posts, 4.Refer to the Geotecl ulical Engineer's r ort for all soil and/or sitepreparation re uirements necessary to achieve the required minimum 2,000#/sf soil bearing /// ' /// //j/ ' O 4 report requirements q g / / / / �' studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shovpn on the / // / ,/// // / O capacity. In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. // . , V/////// associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein 1ltay be exceeded of enhanced, // �// // �I//� // � within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. / / /! ,,/// /' FLOOR PLANNIEW 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated // /// / O column or wall,unless indicated otherwise. // / /// O 4- O 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using / // O " �� ZONE"a"-INrERloltzoxfi(s) the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before j /j/ // O EZ DIlIfNSION. 6. The location of step,,,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation // 1. proceeding with intended use. char es indicated or otherwise known to the en eer have been icted within these en ineerin documents,it is understood that some of these items m chane / / / / O 9e t et j1.:;, g beP » g sY g / // O �p� _Q ii ZONE^s^-END/EDGE zoNE(s) during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically depicted herein and could require C // / //j/ /' O O 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having % , // additional analysis and effort should field revisions merit. U / / /% / jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for tha means and 04 ,/ // / / /// ;/;/ O d methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural y� // //%'/ // /'%/% I O O O G s� Q` MAX. ON- E standards. Under no circumstance shall these engineering documents,nor an portion thereof,be used for an se until a they have been reviewed,b)they have been g P g P d � ///' , ''/, / '/' o O O 1{' p -CENTER STUD SPACING(in INCHES) g. Y Po Y Pine° ) e3' system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore // // !/% O t V approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)or thehl*signee(s). the 04 ,// /j/ ' j/ /// O O111419 Furthermore,all construction arisingfrom the design(s)s depicted within these engineering documents shall be inspected as required b the authori re ble for'the walls throughout tb.e construction process to maintain the integrity of the design(s). // / , /i //; z END-ZONVINTERIOR ZONE: gn( ) P gY ty(�) S3'O WIND 120/C FLEXIBLE FINISHES (NOT STUCCO) issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar stagnant of 8. The building site slidl be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet or more beyond the CLAY CO. I-295 p Mn Rf.Ht <25' completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any p se,until such perimeter thereof. Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a`density of not less than 95 % `'i FINISH FLEX. 2x4 2x6 2x8 2X10 time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have cenfumed the structure is safe,soi m co ` Bance with all of Modified Proctor Maximum DensityASTM D1557 for a depth of not less than two feet 24 inches below the bottom of the footingor slab Or, clean E" PLATE HEIGHT applicable laws rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted, l� C 'io ( ) ( ) '�°n vs #2 SPF #2 sYP #3 sig #2 SPF #2 SYP #2 SYP #2 SYP PP g . GW-,GP-, SW-,and/or SP-class fills with anorganic materials removed. Fill,as required,shall be laced atop non-organic,undisturbed soils with the compaction oMINpL Y gP P ( Pac r 8' 16/16" 16"124" 16"24" 24"24" 2424" 2424" 24"24" thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less than 95 %of Modified Proctor --� 9 16716' 16'/16" 16"/16" 24"124" 24"2x" 2N724" 2a"ia" 15.It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to determine the proper Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded b either a geotechnical engineering rt specific to the T, erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure1[tie soundness building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity, t in case shall the J08NS CO la 12'/t6^ 12116" 16'/16" 2a">za" 2a^/2a" za"124" 241!24" of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)an labor site be prepared to a lesser degree than that which is outlined herein. ill 8"/12" 8^112" 12"/16" 24^2a" 2a"24" 2a^24^ 2a"24" contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,i til such time 12' 8"112" 8"/12" 16'/24" 24"/24" 24"2,r 24"124" 2,"24" as all of the structural elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughout se 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop IN N.P. N.P. 8'/12" 16"/16" 16"24" 24"24" 2a"24" engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. (minimum) IOmil 1 ,.-th lene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WIAx1.4 PROJECT LOCATION MAP 16, N.P. N.P. 8'/12" 12"/12" 12"/16" 24"24" 24"/24" ( Po Y' Y ( � gn ) W WM,lapped not less than 8"at edgeslends,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of 1 18s' N.P. N.P. 6"i8" 8"/8^ 8'/8" 16"/24" z4"24" 16. Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within lb.per cubic yard of concrete,complying with ASTM C-1116. these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of 19S' N.P. N.P. N.P. 6"/8" 8"/8" 16"/16" 24"24" the floor or roof;Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. 20.5' N.P. N.P. N.P. N.P. 6"18^ 16"/16" 24"124" 10.Minimum compres:,ive strength of all concrete used for foundations,slabs,etc. shall be 2,SOOpsi at 28 days. COMPONENT & CLADDING PRESSURES in S 21.5' N.P. N.P. N.P. N.P. N.P. 1r116" 24"24" (" j� �� 225' N.P. N.P. N.P. N.P. N.P. 12"/12" 24"124" 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions 11.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less �D provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. than 3,000psi at 28 days. ROOFS ail values negative-i.e.' ' WALLS incl.Windows&Doors PITCH 6/12 Mn.Rf.HL : 20' ZONE"3" ZONE"2" ZONE"i" OVERHANG OVERHANG END ZONES INTERIOR ZONES MAX, ON-CENTER STUD SPACING(in INCHES) 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along witl;the associated 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: AREA ill s.ft coRNERs END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NEGATIVE POSITIVE' standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are a)Concrete cast against earth: 3" <10 -73.48 -48.04 -25.43 -104.56 -62.17 -44.65 33.35 -36.17 33.35 END-ZONVINTERIOR ZONE' routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and b)Formed concrete exposed to earth or weather: 1%2" 20 -68.39 -43.80 -24.59 -94.67 -62.17 -41.82 31.93 -34.76 3 L93 WIND 1201, BRITTLE FINISHES (STUCCO,et an enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective c)Interior slates,walls,etc.: 3 F4'ioo=o -61.04 -37.87 -23.46 -80.54 -62.17 -37.59 29.67 -32.50 29.67 �1f 1R <2Y date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be(returned to the -56.52 -33.91 -22.61 -70.65 -62.17 -34.76 28.26 -31.09 28.26 FINISH B14T. 2x4 2x6 2x8 2x10 engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal PLATEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. (horizontal)reinforcing in walls and footings shall be continuous at/around corers and intersections,and/or matching comer bars shall be used All longitudinal r 12"/16" 12"/16" 1624" 24"/24" 24"24" 2N724" 24"2a" (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be LEGEND - 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme lapped at splices a minimum of 25". 9 6"i8" 8'/12" 16116" 24"24" 24"24" 24"24" 24"2a" care and code-required factors of safety have been applied throughout their preparation in an effort to minimise the potential for errors,omissions and/or conflicts. is 6"is" 5'76" IrII6" 24"24" 24"2a" 24"n4" 24"24^ (2)2X10-213 HEADER/BEAM CALL-OUT 11' N.P. 5"16" 12"116" 16"/24" 16"24" 24"24" 24"24" However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inhereffi inability of the 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done iz N.P. N.P. 22^126^ 12"/16" 16"n6" 24"2a" 2a^2a" engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the paper phase,opportunities do exist for the design to require additional effort in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." NUMBER OF KING-STUDS EACH SIDE OF OPENING once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as NUMBER OF JACK-STUDS EACH SIDE OF OPENING Ile N.P. N.P. 6"78" 87i8" 8"/12^ 24"24" 24"24" depicted herein,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 26 N.P. N.P. N.P. 6"/6" 6"/8" 16"/16" 24"24" NUMBER OF PLIES IN HEADER 18.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"24" 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property ole engineer. 16. Concrete masonryunits shall be ASTM C90-75,Hollow Load-Bearin Concrete Maso Units,T I,Grade N-1,normal weight,with a minimum compressive �� - 19.5' N.P. N.P. N.P. N.P. N.P. 8"18" 16/16" For cause,upon notice,the documents shall be returned to the engineer lIi their entirety. Reproductions of the documents,the design(s),ideas and/or elemer o1 contained g Type ALL EXTERIOR HEADERS (2)2x4-12 UNLESS NOTED OTHERWISE 20.5' N.P. N.P. N.P. N.P. N.P. 8"/8" 16'/16" strep of 2, r fin- 1,5 sr . herein are prohibited without the expressed written consent of the engineer. OOOps ( ) 22.5 N.P. N.P. N.P. N.P. N.P. 6"/8" 12'/16" 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTEItIOR HEADERS 2)2x4-111 UNLESS NOTED OTHERWISE 225' N.P. N.P. N.P. N.P. N.P. "6"/6" 12"/12" 21. These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used EXTERIOR STUDS SPACED AT GREATER THAN 16 0% SHALL resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specificsite or 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps and 11". BE SHEATHS WITH MINIMUM�� 19" (g"NOMINAL)SHEATHING, published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the REGARDLESS OF EXTERIOR FIMSH OR SHEATHING ORIENTATION. wind speed,exposure and other design criteria shown herein to be correct and code-comphant prior to approving these documents and authorizing construction from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. " " The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. RSD IN PLACE OF A QUANTITY OF DING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING r6- by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE OR fi" THICK WALL SHEATHING. 20.Provide horizontal,joint reinforcing in CMU walls at 16"O/C vertically conforming to ASTM A82 and ASTM A167 Type 304. (- ) INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8" "' SPECIFICATIONS• STEEL I MAY BE DOUBLED AND SPACED AT 12" OR 16"ON-CENTER, RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. WOOD FRAME WALLS 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC "Specification for the Design,Fabrication and Erection of Structural Steel 1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may one be interrupted i.e.broken,pieced or" latform-fr ` ed" when Buildings," 9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASONRY CONNECTOR SCHEDULE spe y g Y Y (� P P � ) fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system" and ould not be 2. Structural steel shall be ASTM A36,except as noted below: ASTM 307 LOCAs ExrAiaw Fou�4DAnao JDaJ6Ta.,-uw.L FOUNDATIONS cru UALL TIE-ea,oM/LNTM used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and a)Pipe ASTM A53,Type E or S,grade B CLIP,TIE FASTENERS NAILS!GMEMBER HARDWARE/ or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018) EMDED MN EMOI�D MN EDGE DIST MN EMBED MN/MAX EDGE MN EMBED EDGE DIET uninterrupted between points of lateral support. b)Tube ASTM A500 H2.5 (5)8aPER END (12)16d ABU-44,.66 5/8" 5a 5-1n" 3• Ir 1-3u-/6" N/A 0 �'"� `�"""""ter' _2L..All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19 %moisture content. Shoe-or sole-plate material in contact with concrete or masonry 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. ' (a)I " a-la'SPCG a /2-1/r sP�G c L.W/I�r shall be pressure preservative treat. (10)16d/EACH LTTZOB$DTI'2 1/2-(EA) 3-1Pr it I-3/4•/6" lr Pre P MTS12 (141104 of d xl-U2 T" 01'AL 2-161'SaC'G 2'w/a"sPCG 3"SPACING (22)10d SINGLE MGT 5/8' 5-1/'r 5-in" 3' Ir 1-3/4•/6" 12" I arm C.L. w 3.All vertical wall framing(studs)-including"jacks"and"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s) 7 or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM ( )10d zx(z2)loo DOUBLE MGT (z)s s• 5-/Q• 9-1n' 3" 1r 3-In"/4' 12" c.L. � 1. �■ g g J A307,A36,SAE 1018 and Grade 2 bolts. HTszo (2o)16d SD KERST lTRUn TAL (18)16d SINGLE HTTI614 5B" 5-Lr 7-1/r r 1r ta3/4-/6" 12" w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)larger th2x6 shall be#2 LGT2 (16)16d SINKERSTO>&PO C.L. a (14)16d SINKERS TO>&POST 2x(18)164 DOUBLE HIT 16/4 (2)SB' 5-1 7-ln" 4• Ir 3-Vr/4" 12" C.L. SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. 5.Hex nuts and couplerslcouplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A%3 grade DH. HI6>-163,-16 2 (2)rod x 1-1/z"TO TRUSS,po)To>m�T 2x(18)16$ TANDEM HTT16/4 ao 5 s• 5-1 ' 9-1n• 5• 1s- 1-3,4•,6• N/A 4.All required 2x blocking In vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, e ept walls that MSTA12 (10)10d TOTAL (32)164 s SINGLE H7T22/5 (2) 5-I3' 9-1/r r W 1-39"I 6• N/A • MSTA18 (14)IOd TOTAL 2x(32)164 Sinkers DOUBLE HTT2215 (2)5/8' S-1(1" 9-]n' S• 36E PLAN N/A >s vI W are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. MSTA24 (18)10dTOTAL (20)Y,"-x 2-1/2^SDS SINGLE HDU8 718" s" r 3' 13-Yr 3 tri•/a" 13-1/2" teeet,i spe _ gn Po Y g CORROSION&DECAY RESISTANCE: C.L.CL1 5. In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickne of the wallas MSr37 (42)16d TOTAL zx(zo)Y,"-x zarr sos DOUBLE HDuB (2)7/8" 3" 131/2" 3- 13 yr 3-1/2"/a" I3 yr C.L. i mar g 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)164 TOTAL (30)r."-x 2-1n"SDS SINGLE HDUII 1• 9 15" 1.3/4" SEEPLAN N/A � i 4� specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses a)The boards/lumber,joists,hosts,etc. -shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for Msr6o (56)16dTOTAL zx c�)v<<" x 2-1/2"SDS DOUBLE HDuu (2)1• 15+ 15" 4" SEE RAN N/A . _z_. thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall maybe furred-out a thickness structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the similar to that of the column so as to conceal the thickness of the column within the wall;or,c The column and adjacent wall may remain different thickne and the SPH4 (3o)8a or(I.I/r TOTpt 2X(3"-x 2Y" "S SINGLE HDUI4 I" 9" 15" 3" SEH MAN N/A S ' J Y application. SPH4,-6,$ (12)lOd x 1-ln" 2x(36)Y"-x 2Yz"SDs DOUBLE HIW 14 (2)1" l s 15" 4• SFE PLpN N/A ��>�#Y�. column"wrapped"with a finish material(i.e. gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none of the HPAHD22 (23)164 1(16)10d HGI'2,HGr3 cz)3/a" 7- u_1/z" 3" SEE PLAN a-1/r C.L. aforementioned options are considered to be practical,the engineerm7ay be contacted and requested to provide additional analysis to determine if an engin wood 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. (EWP)Or structural Steel Column may be Used Within the allotted Wall Cavity. LTP4 (12)ed x i-ln"TOTAL (16)lOd HGT4 (z)3/a" 7" 9" 3" SEE PLAN I1•llr C.L. A35 (12)8d x 1-U2"TOTAL "FRAMING"azd"FRAMING-TO FOUNDATION'CONNECTOR SCHEDULE NOTES GUARDRAILS,HANDRAILS AM SUB-ASSEMBLIES/COMPONENTS THEREOF 3.All fasteners(nails, screws,bolts,etc.)less than''/2"in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or MFTA20 a2)10d x 1-1/r (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY .. 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO4"M.CONNEC IONSUN.O. SYSTEM WITH APPROPRIATEAPPLICABLE FLORIDA PRODUCT APPROVAL(S) stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatlbility HETA20 (12)104 x 1-Ur 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC.)ARE MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA--LICENSED PROFESSIONAL FIELD FRAMING with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the LGT2-MASONR a6)16d SMERS TO TRUSS. ) DOUBLE"HOLD-DOWNSREQUIItfiMINAtUM 8"3PACINGBETWSEtdATRANCHORSUN.O. ENG D&SIGNCRIIBRIASTATEDINTHEAPPLICABLfiCODE.THE hQ j /4"- 2-1/4" WS TO L )EDGE DISTANCE D04 ENSIONS TORE MEASURED FROM THE EXTERIOR FACE OF THE FOUNDATION,CURB OR PROD n exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS CMU WALL TO THE<OF THE ATR ANCHOR DESI BE REVIEWED AND APPR O 1.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference"field frame"or similar. At th confined connectors and fasteners. MTSM16 (4)Iia x z i4�,s To TRUSS,TO WALL 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MIN.EMBEDMENT IS To S ( � locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications include (8)1°4 or 10ax ran•TOTRUs3 MEASURED FROM THE LOWER SLAB ELEVATION FOR CODE COMPLIANCE �' HTSMI6 DIRECTIONS PARTS/MATERIALS TO BE INSTALLED INACCORDANCE WITH MANUFACTURER'S INSTRUCTK)NS& CITY OF ATLANTIC BEACH stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construct( and/or 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. a /a"-x2-1/a•Tr1EN SCREWS TO WALL DIRECTIONS H16,46S,46-2 (2)10dx I-1/2"TO TRUSS 7)ALL NAILS SPECIFIED ARE"COMMON"SIZESUN.O. \ accessories, As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to ate his or Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. /a-.x -1/4"TI N SCREWS TO w 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT,4 EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN SEE PERMITS FOR ADDITIONAL her own design for elements or applications specified as"field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, FGrR (18)I/4"-.x3"SDSTOTRUSS, ON THIS CHART REQUIREMENTS AND CONDITIONS. "-x 5'TITEN 's To WALL 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MINIMUM 6"WALL FRAMING rules,codes,etc. and shall be to the executed to the satisfaction of the Building Official. 5.Regular inspection end maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive I MSTAM36 (8)104 TO FRAMINo, 10)MINIMUM 8-SPACING BETWEEN META-arHETA-ANCHORS UND. environments or applications is essential for continued,long-term satisfactory performance. a /a"-x -1/a" TOMASONRY 12)MINIMUM 4"ED DGEDISNCEFORTITENHTANCE FOR SCREWS REVIEWED BY: - 12)MINIMUM 4"EDGE DISTANCE FOR T1TEN HD's DATE: I W This document,along with associates instrument documents,is an of eng'et service and are the physical and s pro�ppeerty of The fib Group,Inc. F Flo 1 41pensed en 'neering firm and t t engineer idem herein. A revo Pmrgense has been granted to the user Q person or entity identified below it use instrument of service depicted in the construct the bdo documents one time ontv WRIPUrIEZIMIt detailed herein and onuildin ly at the speafic b identified law. Reuse use at a We other thatthde one described herein ant crgnn or a r"neent hen is a violatiioon federal intellectual oopyright laws and/or dministractive code Board of Engineers etc.and is punishable by fime,impnsonr and/or license/authorization:evocation. revocation of license for cause,any Pers entity m possession of an"' ina a� version of the document(s)shall rehrrr versions to The Cast Group,Inc. immediately and cease any and all construction and/or use associated w document(s).use of this document ackn s agreement to the aforementioned terns and conditrora DESIGN MEB DRAFT MEB CHECKED LAP SCALE 1/4 DATE 2.1.2011 JOB NO. 11-005 q= SQ.FT. - R REV DESCRIPTION 1 ! *RODS AT MAX.4'-2"o/c W/(1) ! zs-m "DIA.STUBBY BTWN.EA. 2 _ 3 — — �— 4 r--- -------------------------- I 01 i GJ01 The CASTI LLC �I I , 03 SJ03 r 5T2 i �5 i J D es i g n t=> 01 (2)H8's OR( MIS @ TRU ST2 I , 01-TO-TO) PL.w/(1)HYB S n g I n �" ®f60 RooNvrlt Blvd. JacksonvFL 32=24"4 I02 C r--- SPS 904 772 t 6100 i F1 CoA NO. 29015 : , I IIr� I II It - -_------ JI I, �o n------------------ m4 N i x r I I ST2 I 04 ii ii ii N m 4 I I �, II 4"CONC.SLAB REINFORCED W/EITHER ( 04 ----------- V N Ir------------ll �----�L------------------- U 6x6 10/10 WWM OR FIBER MESH ON 6 MIL ( o r--- r----------------- - `o VAPOR BARRIER OVER CLEAN, COMPACTED FILL.SEE ARCHITECTURAL �/ I `^ �+ 04 ____________ [� i ti N I DRAWINGS AND SPECIFICATIONS FOR I v ti INSECT AND DECAY RESISTANCE I I CONSTRUCTION PRACTICES.PROCESSES 0 d 04 � AND TREATMENTS TO MEET APPLICABLE I r A A A A v 004 N --------------------------- O CODE REQUIREMENTS. I --- ---------------------- 04 , � ST2 I y 04 I 04 -------------------------= j n ————————————————————————— n I i 04 N N 8/10 I 03 N N 5T2 i N (2) 8's OR(2)MTS12's USS N w 02 ADED ROD ASSEMBLY&2 #2 f I I SPF 2x4 POST. r > —J JA `J 1 r---- ------ F� 5T2 � I---------1 r-1iL 2 2 8— -- ---- -- --I Mv w 11 — -- — — 0"x20"x16"W/ li3'-m• -o" 2-#4'S BOTH X 'ci' e o @ e e e e WAYS *RODS AT MAX.4'-2"o/c W/(1) "DIA.STUBBY BTWN.EA. �� ••� ST2 2 STRUCTURAL PLAN W 51 3/16" = 1'-0" WALL ANCHORAGE LEGEND FOUNDATION PLAN P4 a 1 3/16" 1'-0" 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2"EMBEDMENT sl = - • INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"x3"x r/4"ROUND � O O HOLE WASHER ATOP UPPER-MOST TOP>ASSEMBLY. Y \ 'DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/6" `,rJU OEMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"x3"x10ga. �J U SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST TOP>ASSEMBLY. '�VV1 00 _J PTO#"DIAMETER HYBRID THREADED ROD ASSEMBLY. �" � OQ DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT r� A FOUNDATION,w/1-to4 REDUCING COUPLING TO P DIAMETER FULL-HEIGHT THREADED ROD w/21x2"x k WASHER ATOP UPPER-MOST TOP>ASSEMBLY. L, >;i. PPra�enr-A.Painene,PE E's conA Engineer • "DIAMETER THREADED ROD ASSEMBLY w/4"EMBEDMENT INTO L .21475 FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"x k"WASHER ATOP 1 r28 UPPER-MOST TOP>ASSEMBLY. C 4� se Nq.22978 ot'rt2fali raisect, C_-a Vli dit�lEink. T� Casli�fo Group,fic. e "atT Roosevelt Blvd. Jatckso(Mft,FL 32244 - FL CdA Number 29015 SHEET S1 2 Of ' SHEATI�INCa THICKNESS 4 ATTACHMENT 9C"EDULE 1A&I THICK(MW(24/16 THIS DOC1,111ENT,ALONG WITH 6d RING SHAW PER INDEX)APA-OR TECO-RATED HEADER,ADJACENT R80323.1 OF'04('06) ROOF SHEATHING WALL GHEATHMG W/(U ROW OF To TOP E-PER ASSOCIATED DOCUMENTS,IS AN FHC-R MIK 0.113" WIND SPH4-6-8 CONEC'TOR6 AT INSTRISIENT OF ENGINEER'S NOMINAL SHANK dta„ (supported 24' MP)C) (SWppaled 16' 8d NAtLB•3b/c AT TOP OF I2'MM. CALL OUT ON l3)IIOYN�` SHTNYs(M TO TOP EJ AND AT STRUCTURAL PLAN. TOP -O- POST SERVICE FOR THE EXCLUSIVE RING drat ,Wn OVER 8d RING SHANK NAILING MIN.THICKNESS( INDEX) 8d COMMON NAILING- - (U ROW OF PERdia,W-20 SPEED& - n Sod om•i" BOTTOM OF SWING(IN TO ( 1 A68EMBLY AND•TOP PER INCH,0]e0•d,a MIN.THICKNESS I PERIM HORIZONTAL T APP.W( VERT APP. I • Wd NAILS • 6 O.C. HDIR1 NO ADDITIONAL a-TO-HEADER•MAX 326/a USE AT THE PROJECT TITLED FULL RaMD HEAD,1MlRN. EXPOSURE (SPAN @ODQ ZONE END ZONES APPLICATION UT STUCCO W!STUCCO ZONE ZONE !U IRO&aF •4.OIC, • STAGGERED AS E-TO_HEAPER CONNECiO R6 OUTSIDE CORER HEREIN. INFORMATION DERIVED 2"LENGTH. SHOW 720 D I /3 ■ . 1 15/32' 15/32' 6%f 2' 6%6' 10d�ILS• STAGGERED,4' s 16 Ea PLY. REGYp F R HIGINGHER UPLIFTS ! OF , FROM THIS DOCUMENT,AND/OR LOCK ALL PANEL 6/1 2' 4%4 • I)Do0!FOR RNkSiER uPLIFTb EES OF WALL (40/20) (24/16) 32/16} 3 16 d,"OC,IRED, OF�'' WE�AS 131x3•TOE-OR END-NAILS ASSOCIATED DOCUMENTS,MAY 15/32 G11 12 4%4 7/1 G15!32° 5/32 • ik SPECIFIED ON 67RUCRUR,N n)DIAD OVER MIN (4) NOT BE USED FOR OTHER WITHIN 3/4'OF 2 •KING-STUD TO HEADER IN.WALL 6NMTHMG 4 120 C,110 D ArAWAL " • • ° ■ 611 2' 618° CENTER_IE s s PLAN. TRUSS TO It CLIP6 TO 2xI0 RP�(W NAS. Mums APPLIED To BACK SDE UIORIC(S)OR PROJECtIS) DE ATTACHED TO SHEATHED «IF THE INDICATED EMBEDDED OF WEB.COMECT TO EACH TRUSS INC MAY BE (32/1 6) (24/1 6 32/f 6 (32/1 6) of 2x4 2xn 4 EAW uL70D WITHOUT THE EXPRESS WRITTEN USE rI27 NAILS -NO BY 120 B;110 C,B; 7/1 6' . • 7/16° 1 5/32' WALL*IDE. CAS)�r�P�RI-Y SID E�u�C�► BRACES WV �EACbI�OF CONT DCOIvr. PERMISSION OF THE PROJECT 6%12 6%6 6%12' 6%12 ;r OF GAR GOIaER ENGINEER IDENTIFIED BELOW. ��' L 700 D,C,8 4 16 24 16 (24/16 _MG(SEE FAST1 • • • aR GslRimtmE. ��•(��) ROOF SFEATHINCs PER REPLACED BY THE FOLLOUANfs LATERAL BRACE LINES<•MAX SEE PA3T FOR BOTTOM CHORD • J3b3'TOE-OR END-NAILS (U H1'(R2 « (I:A6dd JACK-STUD TO • 20'INTERVALS pETUIL•ENI EAC*. TABLE,W/PLY CLI BRACING IFZMNWSglMa6 •KM-STUD TO HEADER HEADER 2x10 MRS.USE b' (INNS' (4)131x3"TOE-NA L6 s EA TFIUSS/ 586 NOTED RAFTER-TO-TOP IF IN ADDITION TO I I ' 2 15/6• 2x10 FHM..WE l•)NAILS, WDK&U 2x24 4 ENG.WOOD R'EV DEESCRIPTION ERUSE CONNECTOWS)SPECIFIED IN ENG*EEERED TRJB8E8 OR 6cHII=oW E OR LM PLAN. TYPICAL, CONVENTIONAL(SOLID-SAWN) ,_� .l Iw m"=l 1 ow—--� " TUBE itJ)NAIL A� SE za PS ALL M., MISS 4 RAFTER BEARI'rG FRAMING.SEE PLAN,LAYOUT . /6"THICK IMTRN)!24/16 SPAN BE MBTALLEDD STRAPS MUST CONTMUOUB LATERAL •TYPICAL.OCN ECTIONS s STUD WOOD-710 ANCHORING IF LATERAL BRACE M1116T BE MADE OF P'OINT$. A660CIAT®DELEGATED SEE STRUCTURAL FRNMiNG PLAN FOR NU IDEiR OF PLIES FASTEN INDEX)APA-OR TECO-RATED ADDITIONAL PC.OF R BRACE GIUUANTIT7 AND .\: S M4G94N ERMG FOR TYPE,SIZE 4 60l it N6.JACIc-to-KING STUD WALL SHEATHING-TO-POST UV MM 8d's•I2"O/C OR GYPSUM-TO-POSY RODE,PEIR DETAIL O/6T4 WALL SHEATHING W/3"/2'o/c 8d IRRED 4R PER 8R1P80N LOCATION DEFIED MORE 1TNAN ONE PIECE DO 6o DY 2 TRUBv-TO«� CONNECTORS ORIENTATION of tMEMBE NAILING UW MM 5d's s 4'O/C.P MORE THAN 3 PLY'S ARE USED,CONNECT AT EACH Em GF i1 AI OF NAILING,EXCEPT W1NEI NOTED. MBTRJCTIONS.« BY TR IM ENGINEER OVERLAPPING A7 LEAST z t1a166E6 - =_XCEPT 45 NOTED ON STRUCTURAL PLAN(5) p�INANDDLr�111@ED FORS EACH OUTER PLY TO SHEATHING AS SPECIFIED. SEGMENT.WITHIN 2.OF /> 'LIFT CUBS) CONNECTION C2)2x2)4 67P TOP IE FASTEN PLIES JACK-ACING-STUD BLOCK ALL UNSUPPORTEDw2x15OC UBE-RJ VERSION OF CONNECT TO EACH TOGETHER2)2)e)02 ir/(2)ROWS,1F x T NAILS s ASOEM15L CORNER . PAh1EL EDGES u✓2x BLOCKING STFDI4 AL CURB NAILS MEMBER WK27 3 0-465 (1)H5 JACK-AGING-STUD A86EMIBL7- MAY ISE USED AT 4 _ n'o/c,STAGGERED,w/MM 2{"LAPS CORNER MAY BE LOCATIONS EITHERR WALL IDTL MTV) 0-145 (V H8 w/MIN.(i2),1363"NAILS IN EA LAP INSTALLED OF DCOlam NON-CURD WALL TOIL 0--A0 (1)HIO• SARA-6-i.MAX 3z o/c._ D MULTIPLE PLY POST CONNECTIONS rPOS_F�ASSEM ASSEMBLY-—- 465-930 (2)H5'6 WOOD-TieTU ANG TONING RODS,W-RUSING $TI NOT TO SCALE z FOUNDATION.(MAY ISE USED 1/817)LOCATIONS, 145-1000 (2)Le's DETAIL&/STI 0-10m0 (V Hib/H165 TO TOP e 2x()4 SYP SHOE a m/(2)ROM OF • 0-4000 V MT512 TO IOP tp 131x3••I2b/c,STAGGERED. INTERMEDIATE SHEAR 'mots Am INTO LENGTH�H PC6LY Or S1� R)�EXTt D F �P CT RLL iE �D�6 D T WE J ANCHOR BOLTS PLS �,� STI L L 0 MIR 23 23/32'APA-OR TECO-RATED SWEAR 7 DETAIL A(8r1 TVP. 9 T4G DEOKMG(246/.STURD-I-FLOOR)w/ I N HORIZONTALLY ACROSS STUD ASSEMBLY t 6CHHRDIN.E ON B-aHHEEt(6� APPROPRIATE MULTIPLE TRUSSES BU.OGKMG CONTINUOUS r0 CORNER,FILLING �THROUGHOUT --7 F RAMMG MEMBERS ••MAY USE LL a_IC *TRAPS 11.0.671.0'o G r oR1 u P TYp1['�1 is WALL SPr�@ Illdl l CONSTR TI NAILING 4 APPROVED N (27)x()BLOCKING(TYP1 MATCH SIZE AT STEM-WALL APPLICAtIONb. ATTACH r0 EXTERIOR STUD WALL BPEGR'ICATION6 CONSTRUCTION ADHESIVE. N HE�A,D(ETR7 4 4 SONANS•SILL)�6• WALL SEGMENT. ACWITHCORDANCE FOR T10168E6•24°O/C MAX ,4� mw.TwICTMAL 0*W FOR U xt 36M UALL =-_=_=� MATCH SIZE,GRADE 4 �__--__ U�QQD Tt�ANCHOiQIi"�s I OF ADJACENT FR4M11Hr•1ST11D67. • I„ANLFR,& FgRAMIRrs w/(22)1&d or(26)Wd•• II - CiANtITY OF ALL 2ndr \---- _ y,1 FLR STUD coLu'N6 W/ Z ;�,, M6TIa1cTION�s TRADITIONAL METAL H^.N'JPNEGTORb oil BLOCKING IN FLR 1 I ,� / z HEADER PER STR ICTURAL PLAN H TYPICAL CsARACxI.E DOOR DIOPENINC.s FRAMING; DETAIL - UN:o. • --. .81EAR1Wm STUD WALL1 F\ ,i , SEE DETAIL C/ST FOR(VERTICAL) Designers _ ; !xGlP'r I6 tNol}D ON aTIRipTRtl.H•LA►ru ii r� r, l FLR-LEVEL STUD f ��/ \�� )) st 4EEADER-TO-STUD STRAPPING STl NO'T TO SCALE _ - HT xFr) ALLOAWMA STD• ---_ -- COLUMN ELS _- L_ 11_-1L�- SPECIFIC:4110N8. e _ -- � — TH A,sLVE II�LL Will ere = • INTERMEDIATE FLOOR SYSTEM- (I WALL*FIA Rr•- �� TO W-1-1 • APPLICABLE TO MILTI-STORY AT EXTERIOR DECKS LEDGER 1-3/4"Width Plecros WE TYPICAL WALL to sr-I • SECTION(AA5T)FOR DEQCINSS(PER A/6TV � �Ii� R BUILDINGS ONLY. SEE FLAN,LAYOUT, Q SHALL MATCH JO6T DEPTH(MRL •MMmum o►fZ)Taus of nd 13-V4•)TINS!••n'o/u ADDITIONAL SPECS TO LATERAL BRACE p� np OR ASSOCIATED DELEGATED �g 611,15 - 2xi)AND BE ATTACHED TO Mlnbxmm of l3)ram of 12d 13-V4•)malls•12"o/e for 14't domper, FL --- TACH 2nd FLR STIRS TO Iat FLR -r ENCsNNlRING FOR TYPE,812E 4 -1�' NAIL 71NRDUGH APA R:4TED 8HEA7HRYs F_ACH i&•o/e(MAX)VERT •Naked eorrxecttore reclt+Ire an acldklortal root of veils When nail arts I W!(4)10d COMMON - JDS(OR BEAMS)w/C616 STRAPS ORIENTATION OF?^11E SERB,BRACING INTO FRAMING WV 8d AT 3'O.G.AT ALL FRNMMG W/X'dia.606-SCREtUB- To smaller then specified above(min.0,128'X3"1 T-BRACE FASTENED To 2x4 PLAW ORIENTED NAILS H" +DEPTH OF FLR SYS.IN LENGTH) BLOCKMG 4 M TALLATW N DETAILS. EDGES AND INTO EACH PLY OF EACH 3•LONGS IF DIRECTLY ATTACHED •Nair from BOTH SIDES of 3-pN members UE15&1.131x3"a 6.042. I I LATERAL BRACE*•24• MAX.DEPTH F;!11)10d/END, DOUBLE INTERIOR PLATE,n"O.G. TO FRAMING 3-111'LONG IF 3-U2"Width Ple m AM 4-pig 1-3/41 Width Piomew T-BRACE TO BE SAME O/C TOP AND BOTTOM. 2x4 DIAGONAL ATTACHED THROUGH Si-M& •Minmmo of(2)ram of IR•bolts•24'c/o etaggered.T2, SPECIES AND GRADE AS FASTEN TO FLOOR TRUSS BRACE•24' WMRED ON FLR SYS.,TYPICAL,INT. MINIM WALL STUD Ur h � ELSEWHERE (gr(WNTRTY aF SCi09i16. � t n„ uES TO BE BRACED. I I /C NAI'Od COMMON 6 ro O/C, �rN.u_ Wt.WALLS.NOT REQUIRED WHEN SIZE,GRADE,SPECIES 4 POR OTHER UPLIFT HARDWARE AND 1 xi LOOK, (6)Srs�ulb SIZE OF MEMBER AS ING WOOP•T(a ANCHORING;RODS SPACING - SECTION AND TYPICAL HEADER WALL 2x1 LOOM- (8)SCRESCREWS 2P'ER TABLE. 12•x 61UDS �• -, OPECFW DESIGN BY TI M. BEXTENDi D(�BAY.FLOOR LATERAL BRACE 10 .R DETAIL ESTI TYPICAL,UJV.O. FRAIMWI DETAIL �. IX4J I I LATERAL LOCATION ) PT 2x( )•2 SYP SHOE 1E. LISTEN EXT.WALL SHEATHING " (27!x!7 HEAD AT DOUBLE INTERIOR 42 6YP LEDGER FASTENED TO / CHORD TO MATCH NAILS AT )TOP IE,SHOE i£ t RiM or RIBBON SPH4-6-8 a MAX 32 o1c+ AND SILL r t 1E-TO-STUDS - NOT REQUIRED (.T,f1„) I-LATE O 69CBLOCKIN T NAIL FIRST CAIN N MAX)STUDS w/J3b43" / BRACE LOCATION ON EACH END PRESCRIBED "EDGE NAILING" PLATE ro 6ECotm PLATE Wu C2)ROM (sUN NAILS•EA STC / /� } TIP CHORD. ZE/SPACPIG. WHEN USING WOOD•Tle I z �� nd COMMONS AT i"OL. (TRUSS-TO-LEDGER CONNECTOR /� 1 ANCHORING;RODS PER DETAIL SPECIFIED BY TRUSS ENGINEER) �--�-[ / I I INTERMEDIATE __(Iay PER TRIMS? WiTH 4"BRICK VENEER B/ST. SIDE PANEL IREMEINTSO 2 �. FLOOR SYSTEM EXTERIOR FINISH,ADD CORRUGATED GALV.BRICK TIES SHEAR F ATE ERS, ;lft7 2 M W Rv TTY-1241�xi w/(8)NAILS a EACH STUD, / ® ® I I7 CEILING LINE e 24"o%HORZ-4 Ib"o%VERT. 1/1"dia X R"EMBEDMENT PER SI SHEAR Rv'1242-1862-2x12 wan)NAIL&s 11ICH18TUD. CONNECTION OF MULTIPLE 78166 WEB 1�GUIRINrs BRAC BRICK TIES MUST BE FASTENED GASt-IN-PLACE "J"BOLTS OR CONNECTOR 6 '-i J11 THRLI SW N'G TO WALL STUDS. 1/Z"dia X,611 EMBEDMENT n oM 6' ''B" 1 LEDCsER DETAIL. 2" �PLYSOF SCL BEAMS W-LO. r EPDXIED ALL-THREAD RODS a-&HEFT ) 4' I''2 1/I" St1 NOT TO SCALE STt NOT TO SCALE FL O__R E_nr°e� WALL SHEATHING PER TABLE w/2"x2"x1/8"WASHERS. (NOTE.RIBBON LL FLOOR TRUSSES 24"o/c. SEE SILL IE SHEAR - (ROTE ON PARALLEL FIND Walt NOT SHOWN FOR CLARTYJ CONNECTOR WHEN USING ONLTRUSSE ooR SiNC4* rtLE TRUSS MONOLITHIC-STYLE n)HtTT22 TO ATR ctYP1 S-9HEET(8)WHEN USING FOUNDATION SHOWN. SEE WEI(#Fi-LIMITED AP'PLICATIONB MAT RO��O,OR �1R108E8 (2)4 OFF 2x4•FLA CORNER I1.A. SHEET ST2 FOR APPROVED WOOD'Tle RODS. USE,I.L.O.949th WrM,(1)PND&OR(2) 81EATHMG i 4x4 POST.(3)4 SPF 2x4'6• FOUNDATION TYPES/STYLES. FOOTING(SEE TYPICAL WALL SECTION) PWD2's.IF PHD2*ARE WED,MATCH GOR ER8 DIRECTLY MEAEAT14 HTT16 ATR SPECS. IF OVER lot FLOOR BEAM WHEN 6xb 16 RE420. !• l OTM i BEAM,STRAP TO BEAM w/(3)C81b's 2X4 01 SPF LEDGER L ALL DIAGONAL AND CONTINUOUS LATiERAI.BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER ANO. P �� ONE- TWO-STORY WALL DETAIL �� 1� �y (3pig END POETS REQUIRED). W/(4)131 X 3'TO Jud, WTTI&4 5�iT�AD: 2.SHOULD A SCENARIO ARSE THAT DOES NOT RESEMOLE TH0M MICATED ABOVE,IMMEDATELY CONTACT THE ENGINEER OF RECOIL)FOR SM - SPECIAL SHEARWALL DETAIL MISS rRErBE�R-- (NAILS oR� EACH SSHOWN ON S��PLAN. R TO APPROPRIACLAIM A WO GI T CERTIFICATE lot��6E DRAWING TO READ THNB NOTE MAY CALL BUILDERS F8Q8T60URCE-FLORIDA DESIGN STl T TO�,gL•Ls USE WHEN BOTTOM 3.BRACING LUMBER SHALL INTERSECT TO WED6 OF THE BRACED TO"AT LOCATIONS INDICATED A6 NEEDING BRACING ON THE INDIVIDUAL TRW* Stt NOT TO bCALE CHORDS ON LEDGER t0 DETAILS PRODUCED BY THE TRl6*ENGINEER pI NT HELI 4.ALL FA*T SWOON ARE J3lx3"MAL& ON OPPOSITE I I I � OEAM-STRAP PER N/ST LION S.SM LE TIMM BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQIUIRiMENT. 8DE6 OF WALL. 1/16'APA OR TECO RATED 6.NMRTO BCS 1-03 FOR ADDITIONAL PERMArEMT TRUSS BRACING INFORMATION. LOW-CARBON*TEFL TWIT FOR )5'0 ROOF SYSTEM- -- -(4),131x3"TOENAILS I I I NAILWI- I ( I I NVG ul/b•112•o/e id e.y.. ATR ABOVE Ratm°FENOW CONNECTED TO •EACH BLOCKING MAILRrs•4 SIDES � l CRMANENT ROOF t FLOOR LATERAL BRACING; WASHER ABOVE 3'x31AW&4" WALL PER 5"i 24 O REDUCE • I I I ST3 NGT TO SCALE SLOTTED STEEL WASHER. ROD TO STRUCTURALMAX 6HEAFF1OM EDGE C SPACING t0 i&"0/0 FOR TO TOP PLATE a ISE POSITIONED So T14AT'6Q1ARE DETAILS. I BEAM ABOVE WASHER CAN DE TOTALLY BHEATHANC•/P087 SUNT AND n•o/e FOR SWI. EXTERIOR WALL SUPPORTED BY TOP IL 1EY1111A1 ••WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 n SYP OU TLOOKERS,- PEAK OF GABLE TO THE EAVE OR BEAT OF -OVEIRFANGB SI6•,•24"0/0 WV ADDITIONAL/ROIL OF bd TOROUE NIT ABOVE UL4SINE�TO EXTERIOR WALL THE TRU"IB t F,@Q=LiACI THE MIINIMNM (U HS•EACH OUTLOOKEIR TO TOP NAILSDOUBLER -E)4i.UALLS 30-35 FOOT-POINDS AT TIME OF SlU(TYPE) ON-CENTSR SPACING MDICAtED FOR THE CHORD OF GABLE TIiI68 OR END /� ONLY(BTACi-EIR NAILS INSTALLATION(AFTER EPDXY CURES). MR 1/I&,THICK(24/6 SPAN INDEX)APA-OR BUILT-UP OR BOXED COLUMN MAY 'X•-BRACIrA,A SINGLE'X•-BRACE AT THE WALL TOP C ( ./1 ONLY(S 02 TECO-RATED WALL SHEATHMG ATTACHED TO I DETAIL TO BE FOLLOLLEP AT ALL LOGATION6 U64MM USED M LIEU OF 4x4 OR 6x6. PEAK MAY BE WED AND THE OTHER -OVERNANNG&IW 224",•16'0/c W/ FRAMING MEMBERS t BLOCKING PER TABLE EXTERIOR WALL-RUNS BETWEEN TWO PARALLEL TRUSGE8. (OFF-PEAK)•X'-BRACES MAY BE OMITTED At (2)FNS OEACH OUTLOOKER TO TOP •MDEX•SFEAT44MG 1/!• BELOW BLOCK ALL UNSUPPORTED PANEL G BOXED COLUMN DETAIL. THE CONTRACTOR'S DISCRETION.« C 40PO OF GABLE TRUSS OR ETD FROM BOTTOM OF SHOE •ATR MAXIMUM OUT-CP-ALLIIN& EDGES WV MRL 2x4 BLOCKING. (� �ETAiL WALL TOP E. Q PLATE TO CREATE MR I• IBMPICT TO SCALE OVERLAP ONTO DOUBLE TOLERANCE.Ye PER FOOT OR 2'PER 2p FASTEN ALL ROOF*NEA FAS ALL ROOF SHEATHING I MRL STD ETD P08T!PIER 2x4 BLOCKING AT ALL ROOF 4'- OF GAME PLATTE•TOP OF WALL. _- tl0cp•Tis Opp S PLAN)•EACH END STI TO ALL SUPPORTS w/Sd �6ALL SUPPORTS W/bd _ FLOOR LEVEL-WNICWEVER IB LE88. BN 4'-V'O PANEL EDGES SWEAR-WALL UNC_SEE DETAIL D-8 NAILS 4`0/0 �="FOR ATTACHMENT OF POST PLY'S. WITHIN 4'-0"OF GABLE WALL 2x T SYP RS w/1 b WN NAILS•4"o/c MRL(U ROW OF bd NAILS• I IL TOE-NAILS a w//cx3 b"o/c TO TOP E -EXT. 6-�.MAX VI"WK"Tte :--iii��l • / TOP C44OB• r TO TO WALLS ONLY. APPLY HEADER PER STRUCTURAL (3),131x3" OE-NAILS 70P CHORD or TOPE 2x4 BLOQCING AT� PER SHEAR II WHERE�I IIID. I ==_- KINSI-STUD ASSE'IBLY •1 SYP DBL �I� 1L — TOP C4ORD. 2x 1°OR'T BRACING ON VERTICAL WITHIN W-0"OF GABLE UA.L WOOD TI AT OPENIY•S MAY BLOCKING-TO-TRJ88 DROPPED(-345")TOP CHORD _ PLAN OR TRUSS LAYOUT SHEATHING PANEL EDGES _ 11 TT SERVE A S ED POSTS TOP a --- n GYP ENGRWEMER MR Two R OFF•MAX (3)JSb3■TOE NAILS. - Q U II NTts01=4AIR ILOat AT SHEAR-WALL END* a DTP To 24■o/c a/J3b3•NAILS a Wo%FROM IouTLIOOKER-TO ITIRLLg6 TG I CONVENTIONAL QVERFRAMING CONSTRUCTION NOTES I I LOW-CARBON STEEL 11 41"ITI t-APPLICAOLE 3),131x3`NAILS/ COUPLER w/MIL X" TO rtu n eTrx4Y INSTALL DBL 2x (2aM8TA24 WC1Aed/ BRACING TO WED AMBIENT OF THREAD I ----� SULCIOM O LY HOLD-DOWN AT EACH yW BLOCKING M EACH END OF EACH T -NAILS PER " 6PEC(SJ ON TRUSS ENG,REFER TO 2x 4 GYP DOUBLE TOP a ASSEMBLY RAFTERS -USE 2x6•2 P/SPF RAFTERS s 24"O/C ATTACHED TO RIDGE 4 VALLEY NAILER tW(3).131x3"TOENAILS. Bm of*FEAR-WALL, / FIRST TWO STUD BEAM TO FOOT. t4 °BXi.WALL STUD GOWER°ON -SLOPE TO MATCH ROOF PITCH. VALLEY NAILER-USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/l4).131x3"NAILS. BNGm4oB IBJr R9eoAM RRERMEDIATE SHEAR IL/ 2x4 R 'x•BRAC WML LOCA •PEAK 4 SPACE STRUCTURAL DRNWHrs USING WEB I I I I IS{ EACH WUOOD•Te I PER A680CIA7RED TABLE. MATCIH I 71TN/HEr•HT i1-0.E HEIGHT. 2x STUDS CONTMJOtUS PROM FLOOR IZAAFPTER CRIPPLES -2x4 4 SPF CRIPPLES•4'O/C(MAXCIMAX HEIGHT ■ 6'-3"•). ` -v' FA6TEERS,FT3R DETAIL EfiA ALL EACH WAY AS BWIOIN DELOLL EXTEJRD•X• I RDD.!OPTIONAL, 11 A/6TT TABLE,T'P x� PER %BEAM BRACES INWARD MRL i'PROM GABLE WALL AND DOUBLE AND/OR TRIPLE'l-Wr"AS SYSTEM TO UNDERSIDE OF VOL TOP RIDGE CRIPPLES -2x4 r1 SPF a 2'O/C IMAX HEICsHT = 6'-3"•). LOCATE AS REG D) ATTACH TO 2x4 VERT a MD-PONT w/(3)BbW REQUIRED rO MAINTAIN MAX o/c E ASSEMBLY(s ORLOOCERS). SEE -IF ix4 T-BRACE IS ATTACHED TO CRIPPLE w/.131x3"NAILS a 4"O/C(MAX HEIGHT ■ W-10"). M Wx 1 THFI-Tie ROD*-1TEEL S 7'lor)d0 W NAILS FM EA SIDE OF"X'BRACING MIN C3) SPACING WHEN uA�6 EXCEED STR CTUUEAL PLAN -IF 2x4 t-BRACE IS ATtQCHIED t0 CRIPPLE w/.131x3"NAILS •4"O/C(MAX HEIGH7 " Il'_2s) z W W ROD THREADED STEEL SPEC FlDIA PT 4 SYP 4x4 POST EVENLY SPACED'X•BRACE&PER GABLE ETD. SPACING 6HOILN ON 8CNEDW.E. ISE _ RODS("ATR")LOCATED AT STUD RULE. MAX,X,1 BPacING: IF CRIPPLE DOES NOT AR DIRECTLY ABOVE 1RJ1S8 TOP CHICON ADD(1)2x4 n SPF BLOCK BETW.BEN TRUES TOP CHORDS ATTACHED w/(3J EACH SIDE OF ?�CCLUMNS TALLER Tww to' I I I I I I� < DROPMED•TOP OHIORD&AME 131x3"TOE-NAILS TO EACH TRUSS TOP CHORD, �� OPENM(i*LARGER THAN 6', INTERMEDIATE A GTE ERS,PER SILL C E rl IDBE D WOOD PR 'I6 PITCH-8'-0"o/e ENGINEERED ROOF TEWA/J 6 QB •M 00 SHEATHING IR"MMMT IATE AAD&'o/c(EXT.WALLS)or SHEAR CCN 1TOR 6CFE1D LE ON 6-61•11EEr(*). ISD he /2)META 0 UV124)10d F.tNGIFEERED WOOD P RODUGT: !6<76 IMTCH-b'-0"o% � CONVEMTION.Y.RAFTER8�Jo16T. ATTACH CRIPPLES TO RAFTER OR RIDGEw/(3).131x3"NAILS AND TO TRIJ,�,4 TOP CHORD OR BLOCKING w/(3) 131x3"TOENAILS. BOTTOM OF SHOE PLATE FOR SILL PLATE 4'o/e IANi WALLS) NAILS NAILED SO PLATES USE pf 02 SYP 6x6 POST. dor > PITCH-4'-0"o/c RIDGE - USE MIN.2x8 42 SYP/SPF RIDGE(RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS), u, RDD UNC. AND BLOCKING ON INSIDE lUNA.ON STRUCTURAL PLAN) 1/&"THICK(MR)APA- NAIL RIDGE ENDS TO AP ON TRUSS a ONE END AND TRUSS TOP GI IORD OR BLOCKING(SEE ABOVE)AT OPPOSITE END w/l3).131x3"TOENAILS. F— a— CREAT iE PROTECTION AND to SHEAR P� �OF TRDTN'L ML CONdE�Q$� • FACE OF ATTC-14 Ha�iL SI�Ac6�MG�M BRACE TOP CHORD OFI 'T'R SSES BELOW OVERFRAMMG Ad F'I�C7f'ERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/STI. I W i— DOUBE MM.T OVERLAP acro cONNEctoRb- Ex TRA ROD TO A FOR -WALL HOLD DOW DF_64NATED FOR WALL BELOW SEE TRUSS DETAIL VALGONVFII03 (IN TRUSS INSTALLATION PACKAGE)FOR vISUAL PRESENTATION. DOUBLE FLATS•TOP aF SEE TABLE SWEAR WALL BEGMffiMB. ■■Ae//r n n - WALL. OUTSIDE FACE OF FOR M ADDITION 10 ANY RODE USED FOR UPLIFT. GABLE. BLOCK ALL PANEL SLAB EDGE r0 BE R=L UGH•All APPROVED EDGES- BLAB EDGE. F,461Et'NEIR6 2x4 4 SYP LATERAL&RAGING; AND SPACING. POST TO SLAB CONNECTION w/(3)1363"NAIL.*IM C EACs MATCH EDGE NAILING MATCH EDGE NAILING BEAM WTTW ABU"OR ABU66 UW(12) TRW*BOTTOM CHORD. CONNECT END OF LATERA.BRACE '•BALLOON FRAMING MAY DE USED WITH PATTERN FOR PATTERN FOR 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL 8EGMIEN T OP V=GNm ABOVE MATCH SPACING a LOCATION T Ibd 4 ATR OR(I7 HTTI& t ATR. OF ADJACENT"X"BRACING. r0 BOTTOM CHORD OF fs,4BLE EIIHEB ROOF 11IIJBSE*OR CONVENTIONAL. SPECIFIED 8W 2x 4 SYP CONT SPECIFIED 8W 2x4 4 S7P'CAT'S'. FROM TOP a OF r �'R-�'L SPACING; 1st-FLOOR SHEAR WALLS 2nd-FLOOR 6WEAR-uALLS �4T®11ENq / FRMMMG pK BE CONTINUOUS PROM THE SHEATHMG TO TOP ADI, M PARALLEL SHEATHING TO TOP n"o/c ATTACHED TOW `_ `t/ TRUSS w/(2)H25's,WS's OR EQ RRAM1ML IN EITHER APPLICATION,W LL (BELOW)AT SFEAR-WALL To IDELOWU AT TOP a'8 W/(4)I4 � r^ -COMMON SIM1PSa4°AT'CAaR7LIC - DESIGNATION FLOOR BELOW TO TOP PLATES IMMEDIATELY CNOFD OF INDICATED CHORD OF INDICATED VJ .D v PANEL PANEL TRADITIONAL WOOD-Tie TRADITIONAL. WOODens ADJACENT TRTRWS UW 2x 617JD8 CONrhd0006 PROM ATTACH BOTTOM CHORD OF 11^LJ66.ADD J31 x 9'NAILS ATTACH 70 EACH O TIE)2-PART EPDXY, FOUNDATION- FLOOR SYSTEM TO BOTTOM GABLE TRUSS TO TOP a ADJACENT,AAD CONNECTED TO,TO THE TRUSS CONNECTION FROM TRUSS BC TO 2x 70166 CONNECTION. Q INSTALLED PER 4 EOGL6 FIELD HARDWARE RODE HaAI®W410 RODE (3) -N COMIMION U MONOLITHIC-STYLE FASTEN STUD PLY'S :" p CIORD OF CABLE TRUSS, SEE 4ASSEMBLY w/13b3"TOENAIL*• UNDDERSIDE OF THE OITLOOIQM ABOVE. E AND F1�JIM 2x t0 TOP a- TOE-NAIL* MANUFACTURER* 4 = 3 PONDATION BFICIW SW WALL SEGI'ENTS.1 B' WALL SEGMENTS> (2)C6Y's ACROSS WALL 61501,10 6> FASTOGE1T ER PER I' ST FI ICTURAL PLAN. 6'o/c t EITHER MSTAt2 STRAPS• A GABLE TRIM 16 USED,IT('�qY BE APPLIEDMATCH EpGE NAILING INSTRUCTIONS. I . FOR CLARITY,SEE ENCLOSED &•o/c n•o/c LONG*+NOW RBQ'D. WALL 16'LOWw NOW 13 OOR SYSTEM TO B'LONCa NOTE \ 48'0%OR LTP4 PLATES s 321a/c. TO THE INSIDE OF THE WALL STUDS AND THE - PATTERN FOR SPECIFIED SWEET 877 FOR SECaMENTS<16'LONG (U REQ D. WALL FE41DL9R OR STUD R?Q p. WALL DETAIL D-BTL //\// °• ° \//\y / \/�\/�//�%\ BG ATTACFEp To EAdf 8fi1D WITH!8)131 X Q APPROVED HTT16 OR(U PHD2 SEOP231 T&<B' COLUMN BELOW w/lot SEGMAEWR6<16' �\j �>� - . /\� ��\//\/\/\\.� • 16N1Arp•ORS 2DCC�ED6T � , X —_ \ \,\ \ \ s"ANC TFE rc ro TTE roP PLATTE*w/J31 x ENG TRus6 ENG.?tom TRUE FOUNDATION PARTIALLY ° LCNG (IM"dia FLOOR HOLD-DOWN Low.(U)5'dW \I LL \�/\�/�/' M1 3"•4"o/c M(2)STAGGERED ROWS,« SHEAR-11141 _ _ Q I TYPEBAHTYLEB. OSED b o% No% WIDOD•Te RDD AT BASE WOOD•Tie ROD \//%�\\\�%\!\/%\\ FL T,SLOPED,OR COMBINATION THEREOF. N OM CHORD OF GABLE TRUSS MAY BE �'$ R Nt OUTLOOCER IS F ER 8F£CNRC-CONS A710M L1]NGFCT OF SHEAR-WALL PER SPE IPG CATION.TR t .■. 2 \/\\/\ FOOTING(SEE ALL MBTANCE&VERTICAL WALL FRAMMG >32"FROM FASCIA EITHER OR BOTH$DE(6)- EITHER OR BOTH SIDE(8) W SIX !U FfiTlb OR(U IPHD2 WOOlDe FL OR Y To wood-a //✓/ FOUNDATION PLAN �T DE CONTINUCUS PROM FLOOR BELOW TO BOARD,DOUBLE lot MAY BE SHEATHED. EDGE OF 2x NEED MAY BE SHEATHED,% ENCLOSED 4"o/e 126/c utooD+n.ROD FLOORORSSYSTEM TO WOOD•Tie RDD FOR SIZE) MM.2°EDGE d d HEADER OR STUD TOP PLATES IMMEDIATELY ADJACENT,AND OUTM,OOKgR aq,Y, NOT BE FLUSH WITH DISTANCE A COL BELOW w/Mt CONNECTED TO,BOTTOM CHORD ABOVE« EDGE OF TOP R. :3 (0 -C 0 a- A''TT 4"ac e'o/c FLOOR HOLD-DOWN PORCH POST t BEAM THIS DETAIL PROVIDES ALTERNATIVE METHOD OF ATTACHING THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING AT BASE N A SWEAR-WALL TO A ZONTAL(ROOF OR R.00R) A SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) SWI (I)HTT22 OR(U PFDO (U 9 "I&WOOPene (3)CS*'eACROSS n)%Ildla WOCOM6 e CHAWGE IN PLATE HE(CsHT gt( FRAMING; DETAIL UNC. DIAPHRACl9 VIA AN TRU66,AND MAY BE USED 11-0 DIAPHRAGM VIA AN ENOM EERED TRUSS AID MAY BE USED 11-0. u W FRAMMG TE SWEAR- L CONTINUOUS TO THE UNDERSIDE OF FRAMING THE SHEAR-111411 C4NTINUOU6 TO THE UNDERSIDE OF i.i� .. ENCLOSED 3'o/e I2•o/a ROD(MATCH DIST FLOOR SYSTEM ST TO (MAROD STi NOT TO SHALE NOT TO SCALE gGABLE-END - THE HORIZONTAL 6HEA THN DETAIL IS t�JQ.AftE THE HORIZONTAL SHEATHING.THIS DETAIL 16 0 a� �V(�, SEE SILL )SPEAR L R-T -FOU IDATIO Y E ON EM BEDVEDGR DIST-) HEADER OR STUD (MATCH HRT72 WHEN FRAMINSI 18 USED, WEN CONVENTIOINAL ROOF F•MRNAMIMG.IS�1�Ufa6D. O m✓3•x3tu COL BELOW - O EMBEDJEDC■R DIST STI NOT TO SCAM OPTI ION '"L S-SHEET(*)FOR SILL E-TO-FCIURIDATION ��-Hri s: FLOOR HOLD-DOWNN! wJ 3'x3"xY4' FOR ADDITIONAL INFORMATION AND SEE TRU66 ENGINEEIRMG AGFNORA,GE WHEN USING WUOOD•T7e RODS. A2TtALL - O6ED 3•o/c i•o/c WI�NE6 AT BASE W82 0-HfOLED-HOLE° U10OD;Tie DETAILS SPECIFICATIONS DETAILS P RA41M,CONSTeuEE AREPORT SPACDETAING FOR MAXIMUM o% CJTI . GL.NY;DIAPFNRACiM1,RH3'ER TO REPORT 9PACMG OF BRACING. INTERCO$NEAR-WALLS PARALLEL TO TRUSS ABOVE INTERIOR SPEAR- 810NJNMCs PARALLEL TO TRU66 ABOv1a • ICC ESR 1336 4 ESR 1046"GYPSUM EXTEND HEADER TO KING STUDS NDr TO SCALE ALL uImER-FAVUS(80PFIT)TO BOARD INTERIOR 4 EXTERIOR SEE HIE.161 and SCSi 1-03 ; ffI NOTES t)HARDIE-PANEL.OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE r0 THE SPECIFIED 1/16'THICK APA OR TECO-RATED WALL APPLICATIONS,'. FOR ADDITIONAL ENGINEERED MATCH EDGE NALNG Q vBE EITHER VINYL SOFFIT WOOD MISS WUNDLINC•, KING. EXT PIER STRUCTURAL L - SHEATHING ONLY F tDl'tNTA'pED A8 BLIGH ION THE STRJG7URAI.PIAN. PLAN. EXTEND ONE KING TO TOP ° ° ° --a a o o- PATTERN FOR = ROOFA•LOOR BHEATHINGx �— MATERAL,MAIM 4 METALLED INSTALLATION AND BRACING 2x4 4 SYP NAILER TO Z)TOP IF P ICES IN PENETRATIONS GREATER THAN n'xn'ALLOWABLE ONLY L IDENTPMI (2 SUCH ON THE CEP WLRAL.PLAN. O'HEADER INSTALL REMAINING ° ° ° ° ° ° ° ° ° SPECIFIED ew BOTTOM CHORD OF TRUSS 2x 4 SPF BLOCKING,AS TIMID FOR RADIUSED-TOP 3)TOP a SPLICES M 8Wi t SUR DF.*KmALATED SPEAR-WALLS SHALL BE MIM 48'LOWCG w/ MIK!24)EVENLY-SPACED 10d NAILS FOR 1T•E S FOR DEBKIN DETAILS t Id81RJC1IONS. HEADER PER STRUCTURAL PLAN !BELOW)AT / / / / / / / WINDOWS,w/(2).0bi3'TOE-NAILS PER END. 4)AT LOCATIONS WERE MR SPECIFIED TOP E OVERLAP IS NOT ACHIEVED.ADD(1)M STA24% (ONE EACH SIDE OF E)CENTERED ON PRESSURES FOR THE SPECIFIC KING$YIDS,A$JACK STUDS AND ° ° ° ° ° ° ° BHEATNING TO SOP 16• W/IOd COMMON•3.0/0. PROVIDE RLL-DEAR+ W X 1/N.•THICK w41 L APPLICATION,Q&ilfi"Teslac 1x4$YP CONTINAIOW BRACING STRAP P_ACH JACK TO HEADER _ BLOCKWI BETWEEN / / / / / / s� EATHING OR 6TRUCTURAI. HEADER,ADJACENT TO EACH SPLICE (MIN)APA-OR TECO-RATED w/(2)10d To EACH 710188. ON UN6WEATED SIDE w/(1) _ CHORD O°INDICATED 1/16'THICK(MMI(24116 EET-SIDA rs w/(1)ROW OF 8d TOP E-PER GALL OUT 5)SECON 04WOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL WE HOLD-DOW*SPEGFIED FOR FIRST-FLOOR Qg DO NOT SPLICE-OVERLAP tMeTA24 PER PLY. TRUSS Co�IOK SPAN INDEX)APA-OR JOIST/TRU66Eb ABOVE w Y SPI44-6-i CONNECTORS SHEATHMG w/&*/&•o% STORY SWEAR- a. / / / / / / mJLB•3-o/c AT TOP OF nAx ON STRUCTURAL PLAN TOP a-TO-HEADER• �'R-I�'L6 U AT14 MINMUM ATR EMBEDMENTS(INTO LINTEL OR TE-DRAM)INCREASED TO n'FOR V2•dts AAD B•FOR bwdta 6d NAILING, BLOCK ALL JOINTS MIL(2)TRUGGE8 �-��IUALL NTNG(M TO TOP E)AND ATF MAX.32.0/a RODS. UNSUPPORTED PANEL EDGE EXTR3ND BRACING TO E]N)OR I°I°i I°I°i ENG TRUTg SHEATHING w/3"o/c 8d ATTACH SHEATHING TO / / / / / / / / VI 101 OF 6HTNTG(M TO 1 1 6)AT LOCATIONS WERE AN INTERIOR WALL 18 DESIW"TED AS A SWEAR-WALL,THE WALL M18T BE CONNECTED TO THE DIAPW RAMI EXTEND WALLS 4 TO 04D °° Ka"MM FOR 1 STORY �_NAILING.BLOCK ALL. DLOCKMG w/ed NAIL*• DESIGN RlU OW. NO ADDITIONAL ABOVE TO DETAIL w/6TI FOR OPTIONS_ I I z4"MIN.FOR 2 STORY _ / / / / / / / / ATTACH 8FEA1NIYs UNSUPPORTED PANEL Wo/c AND BLOCKING TO FA87ETl SHEATHING TO WEADER WJ/ I°° °°I TOP PLA17E xs/0,131'x3' Eav FADER CCTIEGTORB 6d NAILS M 3'GIOD PATTERN AS °° _° TO NAILER W/ /d EDGES W/2x BLOCKING. TOE NAILS a 4"O/G M(2) A�w/TRUSS UPLIRS ( 1363"TGE-OR F TYPICAL SWEAR-WALL ASSEMBLY DETAIL � ° °° ° — COMMON,@ 3•o/c. _�_CoIN�T'pucr *TaGGERo ROWS. DRAFT RlU 'JNOUIN 4 3'o/x:INTO ALL FRAMING ) 400!FOR HIGHER UPLIFTS USE END-NAILS•KING-STUD 7/110/c Sd COOLER MEMBERS(STUDS,DLOCKMG, °I°I I°1° DNNEGTIONS A6 SPECIFIED ON ___U_ U-- _ TO HEADER 2x6 HDR STt NOT TO SCALE A` NAILS OR%,ars° E coNrMuoW BRACING 1* FASTEN TOP PLATE AND BILLS)(rYP). (°Iol I�I�I --F THE Mir-ATM ATTACH SHEATHMG 1 SANE,TMS INNG BE ON DOUBLE TOP I- CHECKED LAP 'RIOTNRAO.}•1.AN. 3 - - - USE(6)NAIL*, 2x&4 DRYWALL SCRlEW& � APPLIED TO THE pQ,IL�,1 OF THE t0 WEADER UY(2) I°° I EMBEDDED STRAPS TO TOP IM uv ad OPPOSITE SIDE aF WALL of of Watt 2x10 HDR&.USE(9) D01TOM1 CWIORTD(AND, ROWS OF Wd NAILS s °I I °° ARE NOT PROPERLY COMMON•3b/n BOTTOM GNORD NAILER 1363•TOE-OR ED-NAILS ' �MDOW HEAD-APPL.ICAa,.E ONLY \ NAILS, 2x12•ENG.WOOD TRUSS BOTTOM CHORDS MAY-1 INTERMEDIATE(NON-CORNER) I.° I CAST-IN-PLACE A7 SUBSEQUENTLY,THE GYP&N1 3"o/c(TYP/ °°°° ` .KING-STD t0 HEADER WHEN WINDOW DOESN'T ATTACH HDR&.USE cn)NAILS_ (17 W000-Te RDD ADJACENT TO BE BRACED BY EIIFIEB CL.NY;I6 ATTACHED TO THE °°° PORI FRAME DETAIL MATCH I I olo FoumaTlxxN POUR SCALE N.T.S. 2x6 HDR USE(b)NAILS, DIRECTLY TO HEADER.ME TABLE STUD POST IF PORCH BEAM 16 METHOD-THE CONTINUCUS 6x4 TYPICAL WE STRUCTURAL 1°° I THIS DETAIL PROAD AN ALTERNATIVE METH M OF ATTACHING 2X8 42x10 W DRS.USE(1) FOR SIZE 4 CONEG710N1*JU CONVBNrICNAL LUMBER(2x8,2x10, TOP PLATE MAY BE NOTCHED TO BRACING(SHOWN AT RIGHT)OR BIRACINrs RATHER THAN °1°1 I°° THEY MAY BE TRU88-TO-a CONNECTOR, DIRECTLY TO THE TRUSS)TI•E JACK STUDS PER MAX. PLAN FOR ADDITIONAL A SHEAR-WALL TO ZONTAL(ROOF OR FLOOR) SEE NAILS, 2xn 4 ETM•.WOOD ------- -------- 2xn,IS cl7 WiooD•TE ROD ALLOW PORCH BEAM TO BE LET IN THE RrsID CEILING DiAPHRAGM IMgXW-Wy o/c SPACING of rNE STRIIC7UR4U_FLAN HEKPHT °° INFOIIMATION CONEGTOR6,ETC I°I°I °I°I REPLACED uHTH DIAPHRAGM VIA AN TRUSS,AND MAY BE USED I1A. ,�� E DATE 12 2 09 (SHOWN AT LEFT) FOR TYPE(NTL AA3T) HDR&USE(n)NAILS- _=______fir ��________ (UMETA-SERIES STRAP ADJACENT TO EACH SIDE OF POST TO WALL PROVIDED THAT(U 2x4 4 BRACING IS Z4'. STRAP r0 HEADER ON 10'-1 Ila' — '{ FRAMING THE SPEAR- CONTINUOUS TO THE UNDERSIDE OF WHEN GONVENT! 12- STUDS/SPEAR WALL JOB NO. STANDARD - ------' `-------- •Elf JACK-STUD 70 I°PORCH BEAM B EiGIE�D SPF POST I6 ADDED TO EACH SIDE UN S EATFED SIDE w/ °° ° ° FOR A PANEL.SPLICE(If I°°I ° °°I ..ADDED THE FIORIZOMTAL THIS DETA4L IS NOT ApPt!s�m iDOD•Te ANCHORING RODE, �94TER•)EDIATS WINDOW H1 Ap- HEAUER 2x6 F#DIR 416E LUMBER(LSU,LVL PSL,ETW OF PORCH BEAJM TO SUPPORT TOP x (U MOTA24 PER PLY. needed),PANEL.EDGES 614ALL °I°I °I° STRAPS MST BE 'ER DETAIL 0411,EACH SIDE APPLICABLE w/DETACED n' STRAPS,2x8 4 2x10 IF. IN ADDITIONS,(1)WOOD•Te ROD r YFtM CJ�i I°° 1 M6TALLW W/ FRAMING PER FLAN IF EACI4 OPENING,WITHIN 2.OFAR- W ORR6.USE 16'STRAPS, BE BLOCKED,t OCCUR WITHIN TIRAAI60M1(87 ONLY.eEE TADI.E BWIOILD BE INSTALLED TO EACH (REQUAREB WE OF EXTERIOR-caRADE GYPSUM BOARD I I °° AiC'K.AGING-STUD ASSEMBLY. FOR SIZE 4 CONNY.am f81 2xn 4 ENG.WOOD HDR&. SDE OF PORCH BEAM AND(U WHEN USED WITH"PARTIALLY ENGLOBED'BUILDING TTPES) 1/16"THICK MINJ(24/16 SPAN 24.OF MID-HEIGHT OF WALL 1°° °I ADDITIONAL M.OF•4 * SQ.FT. DETAILS REBAR PER 511PWN INTERIOR OR USE 24"STRAPS. M1STA24 SHOULD BE ATTACH3D TO INDEX)APA-OR TECO-RATED °101I.I.I "TI01CTION6.•• INTERIOR 61EAR-WALL RLNNWI PARALLEL TO TRUSS ABOVE PERPENDICULAR TO TRUGGES ABOVE ILV FEEL (U SDE OF EACH TOP E CENTERED WALL SFEATHRNG. BLOCK ALL Ib'MRL FOR 13TOR7 °I °I° oR VERTICAL IWEB 6'TO I,-b' PEPJSOI EF1QIn8@f': JACK-1 KONG-STUD(8) . B OLID _i CONNECTOR otL TYPICAL BOTTOM CHORD BRAQW3 t SOFFITS DETAILS INN6LIPPORtEv P FOGIES 24•MM FOR z*TORY IO of lel I STIDI4�MOWN PER CALLOW ON •81E RL JACK-67112 70 2x PLICATING. HORIZONTAL 6TRUCTURAL PLANL PORCH BEAM MAY I 1 °I A PROPER La e e AA?aine, PE RE LEE(U L7Tz0B STt NGT TO SCALE APPLICATION RSQ'D w/STUCCO VJ'di..ANCHOR BOL,'*uu ¢411CIt.E JACO-87U1D6 NOTCHED AROUND TOP E)CY.FINISH. 1°MRL EMBEDMENT 1 I APPLICATION � /�WINDOW SILL-SEE TA19LE TO FOUNDATION. USE(U PLATE D AROUND T O Torg. (2)OTHP14-EMDEDED 2°x2"x3/6"WASHER(TYP). I I. WITH CURB WALL- FLOOR P( nginee( / FOR SITE t COMEGTION(s�7 WRTI6 a mgmsACK-* (Olt STRAPS 14'INTO I I PLACE FR9APER 61ES4LLR a Y/c/ WINDOW(S)AND /.rte/ A •&itb6 70 Rd WNETNA LOCATED AT A �YY�GGG DEPTH OF TFE!°SAM IS> ° I I EMIBEDMENT 9-1/4°IJNLE89 NOTED ON THE 33pplIyy ) STP LRE"AT Br18E 2x4 FLOORRIBBON THING SWEAR CONNECTOR -- ---- DOORlB) _ ------ STRUCTURAL SHEET. Pit3tLL E. I = I OF aIRB WALL AAGHMENT. \ BOOR TOLES TOP MORD CAA Se ISO.t X323 CURB WALL(PTL 2/ST2) ° . ° '° WALL SHEATH SGWEDULJ:ON 6-SWEET(S). r-----n+BE ATTACHED---n---- / " ° ° i II 11 I ` INTERMEDIATE AND BEE!•M•EIMDEDMRRNT' ��. \ TR1L96 HNEEL/EMD VERTICAL APPROPRIATE I i I I 1 TRu88 BEARING AT&/USE of CINQD WALL I L L �i'L nSeo I I 7 1 1 I F1RA'IRrs I I I ANCHOR DOLTS PER NAIL F'08T TO PORCH 11 �' MErTB mfi IN DETAIL AA 11,TYP. HEADER W/(1)ROW OF _J I O AGCORIDANCE 13643•NAILS.z'O/L. / OFRIEOP PLAC3TONAL(ENT FOUNADtiON PER SrR1GtuXa1 PLAN _ e Fl. on Bl �ti WITH ROOF BYB717M ® of OPTIONAL(11..0. I . WALL FRAMING l0d.&'o%FIZOIM coNHr. 3000 N:-,F"UItCe De Leon Blvd. l APPLICABLE 6174 W *)HTT22's 1(� 2x4 TO 2x4 DLOCKWx cTl84 % (904)824.0806 INSTRUCTIONS t /L DIUECtIONs. � eORTAL FRAME DETAIL �—— --� HORIZONTAL 2x4 TPF R 2x R SYP TOPE ]� BLOCKING BTW TRIM WOOD•T(s.�WC44ORING RODS P0MCW BEAM.GEE / RIOGFP 8NEA7HMG 8'TIOJGTURAI.SFT -1 (2)RIOUIT OF 131 x 3' sTl NOT TO SCALE EXTERIOR WALL-OPENING.i4:ADER OR SILL 120 11F44,E>MON)RE B. FOR MINIMUM SIZE. $�STRJCl1NZAL PLANL TECO-RATED SFEATHANG YV COR VIED A NAILS bb/G "THICK MINU APA-OR , PLAN PLANNER DETAIL rRle4s TOP cWHORD SHEET �y o,Ay�W.►o a FOR 6TD 8UN/SPACMG 6'/6"o/c 8d NAILING 15LOGK iMEMBER GIVEN WALL HEIGHT CONNECTION ITS. EALL DGES w/ ED PANEL 2x CHMAEY FRAMING GONtRN,lOUB 2x4 OFF•1 UV REQ'D REOUIRED AT ENDS - -- AL OF TRIM __ _ __ ___ _ __ _ _ (3)J31x3"NAILS TO EACH N0.2,sr� 6' S' 10' II' 12' STUD POST-NUMBER OF FLYS to POIRC 4 HEADERX MEhbER6-BRE 6'ND TEAM VERTICAL 4•6•o/e I-2x4 5'-n° 5'-T° 5'-3° S'-0" 4'-10" 4-0131 x V TOE NAILS MATCH HEADER 6TUD POST 612E 2x SYP BLOCKING w/13b3" TABLE FOR SIZE,SPECIES MAL 1/6•THICK 24/ib SPAN H ,1363'NAILS TO AND GRADE TO MATGN WALL NAILS•b"o/c TO TOP OF TOP SIEATH CIIMiEY w/i/Ib' 4 MAX o/c SPACING- IDEX)APA OR CO-RATED / i ./ i INTERMEDIAIB BLOCKING, N5 T 1 2-2X4 8'_4° -1'-Ir' �'-6° 1'-z^ 6'-IED° 6-0131 XV roE NAILS WE OVERALL CHIMNEY VAI 16HFATHING T IZ -1 r0 / " / / ADD(1)MSTAIS STRAP WV(1) STUDS UNL.E66 NOTED OTHERWISE E ASSEMBLY 4 TO TOP OF HNPDIE w/6'/6"6d OR HEIGHT FOR a WEIGHT. FRAMING M Er BE 4 BLOCKING I-2x6 8'-8" 8'•2" l'_g" T'-5" T'-I" b-0131 X 3°TOE NAILS ON STRUCTURAL PLAN. CONFECT POIRCi HEADER A88E]MpL.Y. 1A6'APA RATED PLYWOOD -- s ALL PANEL (CONT. •EA.SPLICE 2-2X6 12'-4" 11'-6" II'-0" IED'-6° IED'-1" 2-ASS'S W/SdX1}"NAIL PLY*PER PETAL DA3ri wl 6•-n'olc"8d 2-ply We AT CORNERS. EDGES NAILM GALL (CONT.2x4 MAYBE OMITTED x�•''�� EXTERIOIR UTALL TABLE ON DETAIL FAST1 OR CALL rI of / A:(U MSTAIB H6 USED FIRDI'1 F TE HOUSE 16 TIED DOWN USING OUT ON STRUCTIIRAL PLAN BLOCK-TD BLOCK ACROSS EMERIOR WALL-OPEN"Y3 HEADER OR SILL 120 HPH,ExPO9U�G. EXTERIOR WALL-OPENING HEADER OR SELL 120 MPF7.ExPOSUi�D. CONVENTIONAL 6TRAPPING,OFFER TO THE (V MTSn OR(1)MSTAIS TCP EA.7RJ66J MAXKJMUM ePAN/OF NrhIG FOR MAXMM SPAN/0PENING rC R STRUCTURAL.SHEET AND DETAIL N/8Ti 2x4 02 GYP BLOCKING BETWEEN STRAP FOR A 6QUARE fle"MR GII£N".ALL HEfGWT CONNECTION i'1511MR GIVEN WALL HEIGHT CONNECTION 2,SFF NO.2,5FF al(4).136x3"TOEAEND NAL8 AT (2)MbTA24'8 FORA DOUBLE TOP a O"WALL REQV REOAMP AT ENDS REQ'D REGx"x£D AT ENDS FOR PORCH REAM CONNECTION DETAILS 71GUIG8E8 BELOW CHA`NEl WALLS CHIMNEY t(2)HT820'8 OR TRU55-T CONECTOR S' 9' 10' Ir 12' 5' `j' 1o' m' 12' M LIEU OF WOOD PANEL SHEATHING,CEILING MAY DE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR 8� �• FOR EACH EMC OFF TRIM GTO RECTANGLE CHIMNEY.EA TYPE CD1L AA3T) i-1X4 6'-m" 4'-S" 4'-I" 3'-9" 3'-3" 4-0.134 x 3"TOE NAILS I-2X4 4`-2" 3'-e" 3'-4" 3'-m" 2'-e" 4-0.13i x 3"TOE NAILS BETTOR PRE66UN1E AND SHEAR RE816TANCE A8 VERIFIED BT CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. TOP CHORD GF 710166 OR CORER OF GHIMIE7 TO 2-2X4 T'-i" 6'-6" 6'-2" 5'-l" V-2" 6-0.131 X 3"TOENAILS 2-2X4 6'-2" 5'-6" 9'-0" 4'-6" 4'-2" b-0.131 X 3"TOE NA1Ls RAFTER AT CORNEIR6 OF RAFlERRRJ66 TOP CHORD 6TUD3;.:/SHEAR WALL 45 «INSTALL WALL SHEATHING PANELS RECTANGULAR CWIM EYS,USE OR 2x4 BLOCKING BELOW FI RAMWx SEE STRUCTURAL PLAN. & - WITH LONG AXIS(i'LDNGTH) -2X6 7'-4" 6'-il" 6'-2" V-T" W'V b-0,131 x3-TOE NAILS 1-2X6 6'-2M 5'-6" 5'-m" 4'-6" 4'-2" b-0.131 x 3"TOE NAILS 2X8(11-.0.2X4)w/(8)HAIL643ND INTERIOR OR EXTERIOR EAIR-UA'J-6 RIM HORIZONTAL A IS(8 LLEaft GTW) 2-2X6 IED'-5" 9'-6" 8'-6" 'I'-9" �'-1" 2-A35'9 W/LdXi I"NAILS 2-2X6 8`-6" T I, 6'-10" 6'-2" 5'-8" 2-A3S'S.. '}"NAILS (11.0.(4)NAILS) PERPEMCIQLAR TO TRUSSES ABOVE END-VERTICALS-OR-BLOCK WV 2x -11111 c TYPICAL OPENINCs FRAMINCs DETAIL - UN:o. PORCH BEAM TO STUD WALL DETAi a FRAMING To PROVIDE MAX w"o/xa �Q$CN CEILINCs SHEATHINCs DETAIL RAFTER P CHORD OR $IDE VIEW suri rCioHTIMNE10NEY�EFRAMINCs DETAiL s( S$HENm o R-WA LL BR,4CNG DETAILS FOR +T+MG•« STl NOT TO SCALE Sti NOT TO SCALE STl NM Tt)SCALE il SEE STI FOR VERTICAL WALL CONNECTION. THIS DOCUMENT,ALONG WTI UIIIENTS, 15 4" ICONIC SLAB W/6X6XI0/10 UAIF 5 HORIZONTAL INSTRUMENT OATED AF EWI NEER1 SEE ST1 FOR VERTICAL WALL CONNECTION. C VER Nro MIL VAPOR PABARRIER AR IEREA ED FILL (7YP.VERTICAL REINFORCEMENT)- VER SERVICE FOR THE EXCLUSIV M5 HORIZONTAL. USE AT THE PROJECT TITLE] 5 DOWELS COMERS E 24"o/c HEREIN.INFORMATION DERMA MAY BE USED THEREAFTER - BEND FROM THIS DOCUMENT,AND/C 4° CONIC SLAB W/6X6XIOA0 WWF - - - ------ +5 WORIZ 6" FROM END OVER b MIL VAPOR BARRIER OVER AS BRICK LEDG —III _ � ALL DOWELS • TOP 4 BOTTOM, 48 MIN. OF VERTICALS. (TVP.VERTICAL REINFORCEMENT). '5 CLEAN, LL COMPACTED,TREATED FILL I I EMBED MINIMUM T INTO FOOTING *5 HORIZ 6 ASSOCIATED DOCUMENTS,Mo SLOPE CsRAD (1)•4 REBAR CONT. HEADER COURSE DOWELS • CORNERS 4 INDICATED o% " NOT BE USED FOR OTHER ----____-- } „ SPACING THEREAFTER - BEND ALL 12 WC1a'IC(S)OR PROJECT(S) >✓ - i SLOPE __ /d8 INTO SLAB CGROUt ALL FROM END OF tp DIMENSIONS ARE Q/ CELLS SOLID) DOWELS s TOP 4 BOTTOM,EMBED MINIMUM MIN VERTICALS. 0 CsR�O`DE — MIN.DISTANCES �I I(1— 4" 1 STORY piMENSIONS A _ -__ _ _ - _ �t b" INTO FOOTING / Z2" INTO SLAB (GROUT WITHOUT THE EXPRESS WRITT _ �5 VERTICALS ALL CELLS SOLID) PERII551ON OF THE PROJEC I N - j III CLEAN COMPACTED i I I =1 (Olt 2 STORY MIN.DISTANCES a 24" O/C - ENGINEER IDENTIFIED BELOi cp SAND FILL — L-� 0 Z I I �5 VERTICALS o% SPACINGS REv p1=SGRIPTION •• EMBEDDED STRAP° . • (TY'P.HORIZONTAL I TO 12 COURSES: 24"o/c < W/o BRICK MUST BE INSTALLED w/ _ _ ITYP.VERTICAL RER�FOfQCEMENTk •4 DOWELS REINFORCEMENT)- (2) 12 < 13-1/1 COURSES: 16"01c SLOPE OF -SII ADDITIONAL PIECE OF' •4 s COMERS 4 48"o% THEREAFTER - SEND WI.TCMWII)LONGITUDINAL �D GLEAN FILL AND 13-1/2 < 15 COURSES: 8"o% GRADES 3 J REBAR PER SIMPSON —III(=i i i i=I(I ALL DOWELS w TOP 4 BOTTOM,EMBED WIRES SPACED • 16 O/C. IQ I 2 (TYPE •• ^ " RE P D AGT I 12 C )LIFTS. W/BRICK INSTRUCTIONS. I(I I I =I I MINIMUM 6 INTO FOOTING /12 INTO SLAB PROVIDE HORIZONTAL II S I — II It MAX STEMWALL HEIGHT- ($) (GROUT ALL CELLS SOLID) REINFORCEMENT WITHIN 16" I I—_ S CMU; FILL ALL CELL I gtaaYootn SIZE OF TOP AND BOTTOM OF SOLID.w/3�fd0pat GROUT. UUO BRICK 12-WIDE W/(2r4 OR(2)5 CONT. S" COURSES.FOR WALLS > I STORY FOOTNG 512E ADD CLEAN FILL AND W/BRICK 20"WIDE(MCLUDING LEDGE)WI l2)g OR(3)•4 (5)8" GOLIRSES HIGH USE W/O BRICK 16'k10"W/(2)5 CONT.OR(2)°4 MASONRY STEM WALL. II, �� W/BRICK 20"x10^W/(2)5 CONT,OR(3)•4 I —COMPACT IN 12 (MAX.)LIFTS. 2 STORY DETAIL to/ST2 OR 18/ST2 —I ii , LAP ALL REINFORCEMENT MINIMUM ° W/O BRICK 16"WIDE WV 1215 C ONT.OR(3)04 DEPENDINCx C�1 WALL HEIGHT. 2&TORY . 8" CMU;GROUT ALL CELLS II: 40 DIAMETERS AT ALL JOINTS. W/BRICK 24"UDE(INGLUDMG LEDGE)W,(3)5 OR!4)04 UJ/o RICK 20"x1'W/(2)5 CONT.OR(3) 4 M5 HORIZ NEAR MID-HEIGHT. It — —I C A S TI L L 0 UU BRICK 24"x�"W/(3)9 CONT.OR(4)04 SOLID. MAX.(10)COURSES. _ - I-I I III—III- lTYP.HORIZONTAL —I if i 1 TYPICAL FOUNDATION DETAIL ADD CLEAN FILL AND II REIt.00RIZO NTA- l2J �,. e TYPICAL FOUNDATION DETAIL g NM TO SCALE ADD CLE ►N 12" (MAX.)LIFTS. — R INFOREMELONGITUDINAL). (2) II 1 _ h COI RSE �j O Up ST2 NOT TO SCALE I I WIRES SPACED 0 16" O/C. (— I I I—III- 4111 ti` 1AF II STANDARD FOOTING SEE DETAIL BELOW PROVIDE HORIZONTAL _— it 1 Designers REINFORCEMENT WITHIN 16" , Engineers •• EMBEDDED OF TOP AND BOTTOM OF SEE STI FOR VERTICAL WALL CONNEC7101'�. 12"d.X 24"w. 2,500pat GONG. NSTRAPS ALLED ww/ BE „ : MAX.2 COURSES <1 a I II MASONRY STEM WALL. II it w/(3)45 MBAR EXCEPT: 1060 dlld� 5 i/2 5 1/2 WIDE GONG.SILL TOP AT MAN _ PIECE OF •4 SLAB LEVEL.TOP-TO-GARACsE FLOOR ABOVE SLAB LEVEL. WALL GONNEGTION —_ I I a ADDITIONAL SEE STI FOR VERTICAL REBAR PER VARIESt MAX 1 1/2 (HEIGHTS EXCEED NG Cl)"4 GOVT. IN SOLID GROUTED • °' —I ° A� t�21-S70RY WITH BRICK USE 12"d2-6100 4 =� SIMPSON WIDTH BY MORE THAN 2 REQ I I " -30"w.w/(4)*5. CMA 2W6 J ADDITIONAL ANALYSIS) U-BLOCK COURSE INSTRUCTIONS. •• — 4" CONIC SLAB W/6x&x10/tO WUF TYPICAL SLAB OVER 6 MIL VAPOR BARRIER OVER w GLEAN, LL COMPACTED, TREATED FILL �' - ZE p SLOPE — W/o B�RIC:K �"Uiuv&i22^4 CONT. W JU� GRADE - I — I = UJ/BRICK 20'k10"W/(3)04 OR W15 CONT. =I I I I= III=I I TYPICAL FOOTING _ SEE I/ST2 FOR 2 STORY GLEAN COMPACTED = 51ZE/REINFORGEMENT W/O BRICK 20'WO"W/(3)4 OR(2)g CONT. Z d N • • SAND FILL = _ W/BRICK 24"x101 W/(4�4 OR(3)5 CONT. n TYPICAL FOUNDATION — — IB IQ515 COURSES STEM WALL ;FOUNDATION I = ST2 FOR STEM WALLS WITH 1015 COURSES 4 GW,GP, N.DISTANCES IA fi S10 COURSES STEM WALL FOUNDATION sw or SP SOILS to 30+PSF LATERAL LOAD ST2 FOR STEM WALLS WITH 6<10 COURSES GFOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT TO SCALE G NOT TO SCALE 4" GONG SLAB W/6X6XIOAC WUF OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" X 12" OVER 6 MIL VAPOR BARRIER OVER 1 1/2" THRESHOLD AT GARAGE DOOR CLEAN,WELL COMPACTED, TERMITE DEPTH = STUD + 1 I/4" (FROM EXP.JOINT 4" CONIC SLAB W/6X6X10/10 WWF TREATED FILL OUTSIDE FACE + 1 /4" (FR OVER 6 MIL VAPOR BARRIER OVER RECESS SLAB 3/4" FOR SAW CLEAN,WELL COMPACTED,TERMITE 4" GONG SLAB W/6X6XI0/10 WWF TREATED FILL 4" CONC SLAB W/6X&X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER OVER 6 MIL VAPOR BARRIER OVER _ GLEAN,WELL COMPACTED,TRETED FILL CLEAN,WELL COMPACTED,TREATED FILL =1 I =1 I = I I= I I TVP.SLAB SAW GUT ►N 15'x15' GRID, - vJ � -- ---- =1 —I!— _ : :" •STT — —------ I" DEEP WHILE CONCRETE 15 WORKABLE (WITHIN 12 HRS OF PLACEMENT) - - �- Ed 1.11 �1111 TYr?ICAL FOOTING - SEE I/ST2 FOR _ _ - 6 MIL VAPOR BARRIER •- GLEAN COMPACTED = _ _ = SIZE/REINFORCEMENT (- = 1= = 1= t . . SAND FILL 1211 NT. 2 CONT. TYPICAL FOUNDATION I I I • . , , ((I 1= — — — I I _ I I(1=)III=) = 16"= I III -- — ( _ I STORY' -11 I II= =11 20" Q _ I III—=1I I�=1I I I— 2 sr TOR�r� — — z SLOPED TURNED DOWN EDGE a CONTROL JOINT-FOR CRACK CONTROL 3 FOUNDATION AT Sj3 D. ST2 Har TO SCA 12 ST2 Har ro SCALE INTERIOR LOAD BEARINGS FOUNDATION AT S�Cs.D. stz NOT To SCALE ST2 NO'S'TO SCALE ST2 NOT TO SCALE O -rte HOLD HDR BLK. 4" CONIC SLAB W/6X&Xi0A0 ULF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 1 1/1" CLEAN,WELL COMPACTED,TREATE FILL 4" CONIC SLAB W/6X6X10/10 U1WF OVER 6 MIL VAPOR BARRIER OVER ^ 1-1/2" --TY'• SLAB CLEAN,WELL COMPACTED,TREATED FILL i-� - ___ --�r, --- _ -"f I • III I -- _ 4" GONG SLAB W/6X6XI0/10 UAUF r _ .. .. _ VARIES •�=-��-•=--=•-=-�==----=-� OVER 6 MIL VAPOR BARRIER OVER = — E CLEAN, LL COMPACTED,TREATED FILL — _ — =6 MIL VAPOR BARRIER 77- -(1)04 — ------ = =1 I = �_ I I=i - -- _ _ = I= = I I I (( 8„ CU"4 CONT_= =