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30 Ardella Rd new house 2012 plans a � e J I\ l LOT 6 EXISTING FENCE I ��" TO BE REMOVED SILT FENCE as �, ?CL� (115.3 ' FIELD) EO I ' /J o , P �w _—` " —— __ 11 .O 0 4' CHAIN UNX I'EtI'{.E tit iL X _ EXISTING SHED TO �- < � i5®z a EXISTING HOUgE BE REMOVED IF �eA OPTIONAL POST POSITIONS sa TO BE REMOVED Q8 �� I i � HOT NEEDED TREE BARRICADE PRINCIPLE POST POSITION �� Qw I- 201, x BY OWNED x (TYP.) COUNTER 20' TOWARD FLOW w 0 IS x o X O I Q' ,-A CD LLJ IA. N a x o LOT 5 ® « FILTER FABRIC < �� Lj o LO SILT FLOW I � FLOW Q ®a ��j _ F-71 J o o N 20.2' -I jt4l I-J' � o N L. ® C [V MI SAC N N -•.� •� 4 X X POST 2" X 4" ORIL N �, I 115,�0� II 2 1/2` MIN. DIA. I (114.95 LD) m I\� WOOD-STEEL 1.33 Les/FT. MIN) 6 z LOT 4 THE PROPERTY SHOWN HEREON I• I APPEARS TO UE IN FLOOD ZONE I ro 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE LOCATION. "X" (AREA OUTSIDE THE 500 YEAR 2. INTERIOR ANGLES AS PER FIELD SURVEY As FOLLOWS: ' FLOOD PLAIN) AS WELL AS CAN BE - A 9OV6'30' � DETERMINED FROM THE FLOOD B — 90°09'37® rt ' INSURANCE RATE MAP COMMUNITY Z p c m e92g'2a" D - 9018'29* ' o _ PANEL No. 120075 0001 D. REVISED ^ J 3. NORTH PROTRACTED MOM PLAT. ,APRIL 17, 1989 FOR THE CITY OF �°� 4. NO BUILDING RESTRICTION LINES PER PLAT. ATLANTIC BEACH, DUVAL COUNTY, I 5. BENCH LARK USED IS NAIL do DISKL (LB1674) IN A WOOD sr POWER POLE AT THE NORTHEAST CORNER OF THE INTERSECTION W FLORIDA.. FILTER FABRIC (IN ® OF ARDELLA ROAD AND RICHARDSON STREET. Z z coCONFORMANCE WITH ELEVATION - 13.30 N.A.V.D. 1988 (n SEC. 985 FOOT SPEC.) B. SET BENCH MARKS ASSHOWN. > cz TYPE III SILT FENCE DETAIL NOT TO SCALE o�r RQ', `®yam` ®-� 20 0 10 2'' ;1 SCALE IN FEET 2046 CHEROKEE DRIVE NEPTUNE BFIICH, nmu 32266 BEACHES HABITAT PHONE (904) 247-1733 -ATLANTIC BEACH FL DRAWING 1 OF 4 Abbe FAX. (904) 247-3464 30 ARDELLA ROAD r j 2 CML ENGMIE;RS,INC CERT. OF AUMMAAWN 9428 EXISTING CONDITIONS AND DEMOLITION PLAN GARY A. ABBEY,P.E. DATE 9-25-12 A REG. NO. 56819 PROJECT NO. 12012 i CONSTRUCTION PARKING- SHALL R/W LINE i BE ALONG ARDELLA R IAD. REPAIR AND RE-GRAS RIGHT OF WAY TO ORIGINAL c6NDITI N , 31 I� fl 6" IMIDE X 6" THK BROOKS 1-RT SERIES LOT 6 CONC. COLLAR SIDPE BOX WITH C.L COVER I" 4-SIDES LABELED "SEWER" I CONSTRUCTION SILT FENCE FINISHED GRADE wn q �'� - w ' POD (8�X16�) (115.3 FIELD) t0 �I x 11 .00' :e ® x _ cq EL 2'CLR.MIN I ev l A r STD. CLEANOUT COVER ® 0® �; p ,'� - _••� (�'' TREE BARRICADE rn W/ THREADED PLUG Q , 14 v x � •_ .— x cr 1" CONCRETE n�m 1-S ORY A ' 0.i ry 7: 0bj m SINGLE y i� "� 'oN v 0 L� ® Q FAMILY ® N N 6" P.V.C. 45' EL. p �, o HOME x � I O LOT 5 STANDARD a u7 , 11.7° 0 PVC SEWER a �' a� WYE, 6"X6" —� CONNECT TO EXIST. 6 I 5- N 45` SERVICE WITH NECESSARY Q FITTINGS (OR PLUG WITH _I POIRNEY T—O—LET —'I STOPPER FOR FUTURE _J i o o x ,-->�--� �' CONNECTION IF NONE I V. IJI� 6" PVC W v x ._ — _ {gyp y�� a EXIST �_� 0.� N N �� 115.00 . _ O II68 UNDISTURBED SOIL U I (114.95 FIELD) CLEANOUT DETAIL Q� (8�X P6 ) 19 LOT 4 ;a gL NOT TO SCALE THE PROPERTY SHO' N HEREON (- APPEARS TO LIE IN FLOOD ZONE 100 1. THIS IS A BOUNDARY AND fOPOGa4APHIC SURVEY ar1Ti9 TREE LOCATION. "X" (AREA OUTSIDE THE 500 YEAR N 2 INTERIOR ANGLES AS PER FIELD SURVEY AS FOLL®'ss: FLOOD PLAIN) AS WELL AS CAN BE r A - 90°08'30` 6' PORTLAND CEMENT DETERMINED FROM THE FLOOD B - 9oV5'3r CONCRETE, 3000 PSI INSURANCE RATE MAP COMMUNITY ® c (39'29°21' PANEL No. 120075 0001 D, REVISED vP ® gp�gTR 3. NORTH PROTRACTED FROM PLAT. APRIL 17, 1989 FOR THE CITY OF 14. NO BUILDING RESTRICTION LINES PER PLAT. W ATLANTIC BEACH. DUVAL COUNTY, \ g. BENCH MARK USED Is NAIL oISECL (LB1674) IN A Z a FLORIDA. I OF AR FEPOLE LLA OADANNORTHEAST R Cid S N CORNER TREET. THE INTERSECTION ELEVATION $ 13.30 N.A.V.D. 1988 c 8. SET BENCH MARKS AS SHOWN. YpOR a 20 0 10 20 SUBBASE,IL BRD 40 �'�® CONCRETE PAVEMENT SECTION SCALE IN FEET NOT TO SCALE 2046 CHEROKEE FLORIDA3 BEACHES HABITAT _ NEPTUNE BEACH, IDA 32266 30 ARDELLA ROAD -ATLANTIC BEACH, Abby, PHONE 904 247-1733 FI o� l-r/�[, DRAWING 3 OF 4 CIVIL ENGNG/INEE�RS,INNCC',/! FAX (904) 247-3464 CERT. of Au►►,oWAnoN 9428 CONSTRUCTION MANAGEMENT PLAN GARY A.ABBEY,P.E. DATE 9-25-12 REG. NO.56819 PROJECT NO. 12012 i GENERAL NOTES: 13. SUBMITTAL OF AS-BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRIOR TO SCHEDULING A FINAL 1. ALL WORK AND MATERIALS SHALL BE: IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. THE WORK SHALL 14. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING GEOTECHNICAL INVESTIGATION REPORT PROVIDED BY OWNER, IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH WITH CONSTRUCTION. REQUIREMENTS. 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL 15. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS PART OF THE PROJECT. ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE 16. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC INCLUDED IN THE CONTRACTORS BID. BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, 17. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE MONUMENT. PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN 18. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY 19. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. GEOTECHNICAL ASSISTANCE REQUIRES) TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. 20. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND THE CITY OF 21. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND COORDINATED WITH CITY ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND THE CITY OF OF ATLANTIC BEACH FIRE MARSHALL _. ATLANTIC BEACH. 22. ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED NECESSARY BY 6. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.) UNITED STATES COASTAL THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF HIGH AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY BOATWRIGHT LAND SURVEYORS, INC., FILE NUMBER GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION OF THE ROADWAY SUB-BASE. 2012-0292, DATED APRIL 23, 2012. 23. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL EXTERIOR SIDEWALKS AND 7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC., FILE NUMBER CURBING. 2012-0292, DATED APRIL 23, 2012. 24. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. 8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE IMTH CITY OF ATLANTIC BEACH REQUIREMENTS. THIS SHALL INCLUDE DENSITY 25. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEXES 11860, TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS CONCRETE TESTING 17346, AND 17352. AND ALL OTHER MATERIAL TESTING. PRIOR TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE RECOMMENDATION FOR UNDERDRAIN PLACEMENT. 26. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO-BLASTING METHOD. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY OF 27. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE WITH CITY OF ATLANTIC BEACH ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. STANDARDS. 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE RIGHT-OF-WAY 28. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 12. "AS-BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FOR APPROVAL BY THE CITY OF ATLANTIC BEACH. 2046 CHEROKEE DRNE _ L NEPTUNE BEACH, FLOR04 32266 BEACHES HABITAT i AbbWINC. PHONE (904) 247-1733 30 ARDELLA ROAD -ATLANTIC BEACH, FL 1 DRAWING 4 OF 4 CIVIL ENGINEER , FAX. (904) 247-3464 CWT. of AURIOM17ON 9428 GENERAL NOTES GARY A. ABBEY,P.E. DATE 9-25-12 REG. NO.56819 PROJECT NO. 12012 25-0-0-0-0------- 25-00-00DEMIN6 HEIGHT 5GHEPULE CD 0 O C) c) O O c):: C) CD C) CD O O CD 0 C) 0 0 CD C) CD C) C) C) 0 0 W LU WLU W W w 0 C) 0 C) Ljj LU W w W C) C) U > cioll ciol, C) Fjoi 01 C) (DI Cjo 9 J02 /Y 'J02 cioz, 2 (Dci) , < :;J03 �J03 cc, cjo�, t a L' c, 5 --------- cc�7 T \F0, U) U) ) U) T02 w . w T02 J C-0 b U) cf b b cf) T03 T03 cj II c4 Z, c t -j LL JAC S of cc:) 9� 9 co i * 1 1 7 i NOTES: C) mi (D tt I CD 9 C) r-u v, 1)�EFF�' C? I I q1 cc, HANZIN, IWALI ON AND TEMPORARY HRACING) C) �EF� F, SN51NFF P�AWIN6A FO�PPVANPNT C) C? ECUREr .C C) C) RU'EE JND�R C) C) I c:) I ALL2'0U1fE1,(IN"�P]Nr C) 9 C? iA��'�Yf�AYING)' �,TEECOMFLFTELY(D �ET F11 M' MId L C?i 9 C? C IL$A�'JTE'61 rf7 04' (14 1 C14 'D Lf) LD u t 04 L0 IFT04 6 5)ALL/ALI'EY5 AaE CON/ENT16NALI Y T04 FRAMED a f DL]LgrR i)ALL M5F,5 AH D,,"GND FOR Z VAXIM�M�,?AC[Nr. N!F5�,OTHFZVfl�n NOTEQ 5)ALLWALLE ()N TLA CEMEN( PLAN AR,CON51,�REP TO D,LOAD DFAt,�M.UNI OTHEM',E NOTED 6)','i12 MU�'DE INWILD 'NIT li TH,TOT DE[,,r UP 7 �3EAVI'EA�E�/LINTE;-(HDR)TO DE FUMI�HFD DY DUILIH Builders FirstSource Jacksonville 11 T05 T05 -'Io.N�- c104-77Z-6100 FAX 104 772-lq75 r2-O\6-00 2-0 -00 CD C) Tampa T06 ?HONE.b]5-621-9651 FAX.813-628-ii'156 T06 CD C? CJ031 A, CJ03 'CJ03 CJ03 C) (D k CY c) CD C:) (D co 9 Freeport (D b CJ92 cJ02 CD PHANF b50-b55-4541 Fax 550-555-6b55 \,9 �6 9 CJ02! cio /Y LO LO ✓ LO c cJ01; J 0 11, C?l Piol, ciol 04 CN C\F—C'4--. N'—(')—C'4 C) C) Q CD (D C) CD C) C) c) C) C:) CD D:C:): C) CD c:) C) C) C) C:) O C9,q w C) C) LU:: LLJ w ; W: GUILDEK W C) W� w W w w w C) C) U Dccxhc5 Habitat LE GBL A D)f E 55 30 Ardella Road 25-00-00 25-00-00 V0EL 3-13ED LEFT RIGHT All Oq/18/12 MCI 440226 M I TEK PLATE APPROVAL 2 1 U 2 2 MA , WEYHHAU5H HOPUT 1630 . 2 1630 10440228 Y .�L r , d o at fw 1671 FRANCIS AVENUE a ATLANTIC BEACH , FL 32233 . . (904) 241 - 1222 FAX: (904) 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 BUILDING CODE SUMMARY 3 BEDROOM DETACHED SINGLE FAX: (904) 241-4310 CODE ENFORCEMENT JURISDICTION : CITY OF ATLANTIC BEACH FAMILY HOUSE ZONING CODE : THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS 30 ARDELLA STREET ATLANTIC BEACH FLORIDA 32233 OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (351-011), DUVAL COUNTY ZONING CLASSIFICATION : 1 C� WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE - RESIDENTIAL 2407 EDITION (W/ 2009 AMENDMENTS) 3 BEDROOMz 7_ DRAWING INDEX � FLORIDA BUILDING CODE PLUMBING : 00EDITION (W/ 2009 AMENDMENTS) ��-� -�� DETACHED FLORIDA BUILD,I-NG CODE MECHANICAL: 2007 EDITION (W/ 2009 AMENDMENTS) FLORIDA BUILDING CODE - FUEL GAS - 2007 EDITION (W/ 2009 AMENDMENTS) A SINGLE NATIONAL ELECTRICAL CODE. 2008 EDITION 1 - TITLE SHEET � DRAWING INDEXTGEN � NOTES FAMILY � FLORIDA FIRE PREVENTION CODE: 2007 EDITION A2- FOUNDATION PLAN AND FLOORPLAN HOUSE OCCUPANCY CLASSIFICATION .. RESIDENTIAL A3- ROOF PLAN AND DETAILS 30 ARDELLA STREET CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) A4- EXTERIOR ELEVATIONS ATLANTIC BEACH, FL A5- ELECTRICAL PLAN AND DIAGRAMSPRINKLED. NO 32233 FIRE DISTRICT: NO DUVAL COUNTY BUILDING HEIGHT- APPROXIMATE HEIGHT AFG : 14'-0" MEAN ROOF HEIGHT: 11 '-4" BUILDING AREA— TITLE SHEET, TOTAL A/C: 1 , 123 SQ FT. -- com INDEX OF City of Atlantic Department � ,�A '�][�� BEA,C14 GARAGE: N/A and Zoning �g1� planning licable , DITI01`IAI DRAWINGS Bance with aPP C CrSEE�pNIITS FOI. other Vocal ►and AND CONDITIONS. LANAI . N/A This approval verifies coand not constitute n/jENT- Z/ zoning, subdivision but does fiance REQUIRI [(� development regulations, ermits. COmplicable DATE approval for the issu Code°aid all°they uprements g VIED BY ` - �'""� GENERAL ENTRY PORCH : 16 5 S Q F T. erm�tting ""` req with Florida Bud Federal p °{Atlantic _ City State and " local, verified by signature of the Issuance of a must be p{{icial prior to the NOTES STORAGE: 2 5 SQ FT. Beach Building Building permit* R F T. Approved BY' TOTAL UNDER OO F: 1313 S Q Date: 2-l5U� DATE: 8/27/12 DRAWN BY: JNO "" AREA: * THIS BUILDING IS A TOWNHOME SOLD AS FEE SIMPLEUNITS. BUILDING O LOT y EM FORTH I N FBC 20 - COMPLIES WITH THE SEPARATION REQUIREMENTS SET FOR 04 704.4 3 A-4 25'-0" 25'-0" 01 2'-8" 10'-6" 3'-0" 01 10'-0» ABBREVIATIONS 12'-0" 11 6'-6" ABV ABOVE AC AIR CONDITIONER o � 1 AFF ABOVE FINISHED FLOOR A/C o AHU AIR HANDLER UNIT EGRESS SH COMP EGRESS SH J HB 6'-10 Y2" HDR. ( ) �� (6'-10 Y2" HDR.) HB to CABS CABINETS 3052 CLNG CEILING 3052 COL COLUMN DR DOOR 1671 FRANCIS AVENUE ----------------------------------------------------------------------------, DW DISHWASHER F (nI ATLANTIC BEACH, FL LR FLOOR o FP FIREPLACE -6 0 32233 GLS GLASS "' I (904) 241-1222 ' HB HOSE BIB - BEDRM Z I -4310 MC MEDICINE CABINET o0 8' CLNG FAX: 241 I ; MIR MIRROR p i ; MTL METAL OWNERS _ I i i OHC OVERHEAD CABS 5'-9" 2'-1 " 4'-0" N i OPNG OPENING co 00 8' CLNG (.0 I � 0 � OPT OPTIONAL co �I -t I ' R&S CLOTHES ROD and SHELF (0 1 REF REFRIGERATOR 00 SD SMOKE DETECTOR LJ SGD SLIDING GLASS DOOR _ 4068 (1)SH 3'_O i ; 00 SH (2) SHELVES (QUANITY) 5 , VOL VOLUME N R&S �,Tfi� 2'-5 8'-4' WC WATER CLOSET 2068 (_ACCSS� 110 00 ry ___ ; I WD WOOD >, 3068 `° -4" WH WATER HEATER d -4 5 -5 ^ -0'-0" 3068 PANEL 4068 NT" KE 0., BATH = 0 BLOCKING MOTES VINYL 00 I -I 00 > ~\a D N 8 CLNG �No I ; 01 ; (WH 1 = j > >W o in 00 i fr. i INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR `/ Q _C14 I U a ovi INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT I� 36" (CENTERED) ABOVE FINISHED FLOOR. U IW SLOPE 2868 STORAGE R&S 0 x E--- , _ 1 (3)SH WAL L------- ' 0 8 CLNG w o ' M I I m o n N 0 4068 �� I 3 BEDROOM i - � _ �� BATH 2 � � I cn 0 �0 3068 8' CLNG 0 woo d- >d c� DETACHED I Ld o IY7 VINYL _ Li Z FOUNDATION LEGEND Q OHC - O OHC o I , BEDRM 3 SINGLE o REF ;� LO 8' CLNG W/ HOOD 4" INDICATES A STEP-DOWN OR RECESS IN - _ 1 FAMILY CONCRETE SLAB W/ MINIMUM DISTANCE i KITCHEN o _ LO N A-4 DENOTED N I cn o I 8' CLNG LO ' VINYL HOUSE INDICATES SLOPED CONCRETE SLAB @ SLOPE 1/8" PER FOOT (MIN) 2 I 4 r=21 O O ( ) 00 N A-4 000 4 SH N I i ^ I ' cn = 10'-9" 3'-6" 10'-9" I w 12" W. BAR � N SLAB NOTES fy 0 ' OVERHANG @ 48" � V) =N`n LO w AFF W/ WALL BELOW w �' o 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED LIVING RM. DINING ' MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT = 8 CLNG 8' CLNG SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 44- VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN -I (2)SH HB 69 HB THIS LOADING. (6'-10 1/2"HDR.) ------------------ » 2 2652 I r------------ � 2. 4" :x,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM 2 FOYER ( ) OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 A-3 V L ---------------------- ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, (2)SH � I I I �' 6'-10 1 2 HDR. ______ __ w COMPACTED, TERMITE TREATED SOIL. (TYPICAL) ,� 6' L-------------------------------- (2)2652 ' i 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING I _ I > , » , » , » » » , > -------------------------------------------------- ____ __________________________________________� PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND 3 -0 3 -6 6 -0 2'-6 3'-8 3'-6" 2'-10 I m PROVIDE THICKENED SLAB @ ALL LOCATIONS. °' 15 -0 1Q 00 FOUNDATION 15'-0" 10 -6 i 00 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON o C° COVERED I o , DRAWINGS ARE MINIMUMS AND MAY VARY AT 1 LO PORCH � 1 BUILDER'S OPTIONS AS REQUIRED BY SITE CO 19 � I. PLAN CONDITIONS. 8 CLNG Ll �__- I r___, _______________ L------------------------J L----------------J ---- J - 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS —— f�EA1� BEAD BEADirl AND REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL 26'-0PLUMBING FIXTURE LOCATIONS) 9'-0" 9'-0" 6X6 PT ol 25'-0" 01 POST (TYP.) FLOOR PLAN 2 A-4 OUNDAT 0 PLAN FIRST FLOOR PLAN DATE: 8/27/12 2 _ � DRAWN BY. JNO 11 — NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR _ O 1 4 1 O TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. A 2 I R 30 BLOWN INSULATION 16" AREAS 12 FIBERGLASS SHINGLE ` � I3 �$ . 4 ROOFING OVER 30# FELT TOTAL LIVING: 1123 SQ. FT. 6 INSULATION BAFFLE BETWEEN EACH TRUSS STORAGE 25 SQ. FT. �. PORCH 165 SQ. FT. -4' HURRICANE CLIP @ EACH TRUSS. � (SEE STRUCTURAL DRAWINGS) TOTAL UNDER ROOF: 1313 SQ. FT. , (2) 2x PLATE #2 SYP j 1671 FRANCIS AVENUE ALUM DRIP EDGE OVER FASCIA " " ATLANTIC BEACH, FL 32233 1/2 » „ TYPE C (904) 241-1222 GYP BRD @ CL G FAX: (904) 241-4310 1/2" GYP BRD FULLY VENTED VINYL SOFFIT oiy 0 R-13 BATT INSUL VINYL LAP SIDING OVER TYVEK HOMEWRAP I— z LSI DETAIL S0EEITW 3 - 0 fy_ LL- 0 _ LL. 3 BEDROOM PITCH PITCH ae . DETACHED W R-30 INSULATION W/ SOFFIT DETAIL SINGLE 2" POSITIVE AIRSPACE SEE 3/A-3 UNDER SHEATHING FAMILY DOUBLE 2X4 TOE' PLATE STEPS: 1. IN WATER SHEDDING FASHION. STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TOWINDOW INSTALLATION (METHOD A-1 ) E THE FACE OF THE SHEATHING. , 2. APPLY SILL FLASHING WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 2X4 STUDS @ 115O.C. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. W/ R-13 BATT INSULATION 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN SEAL THE WINDOW FRAME TO HEAD SCREWS TO FACILITATE INSPECTION. OPENING. APPLY A Ib" NOM. SECTION A z DIA. TO THE BACKSIDE THROUGH WINDOW JAMBWLLI 4. APPLY BEAD OF SEALANT AT SIDE (INTERIOR) OF THE WINDOW JAMBS, EXTEND 8 V FLANGE, IN LINE WITH ANY SEALANT BEAD = PRE-PUNCHED HOLES OR BEHIND MOUNTING LLI 5. APPLY JAMB FLASHING SLOTS. FLANGE Z 0 6. APPLY BEAD OF SEALANT AT HEAD 5. JAMB FLASHING 7. APPLY HEAD FLASHING APPLY CONT. SEAL TO THE Ld MOUNTING FLANGES AT THE TOP m 8. REMOVE PREVIOUSLY APPLIED TAPE, (HEAD) AND SHOES (JAMBS) OF ALLOWING wRB TO LAY FLAT OVER HEAD WINDOW. EXTEND SEALANT AT (n 0 E f FLASHING. APPLY NEW SHEATHING TAPE JAMBS 8$"ABOVE"THE R0. AT — — — — VINYL LAP SIDING OVER (n OVER DIAGONAL CUT - SEE DIAGRAM. HEAD. EMBED JAMB FLASHING TYVEK HOMEWRAF' INTO SEALANT AND FASTEN IN PLACE (FLASHING GOES OVER SEALANT BEAD BETWEEN ~ SEALANT) FLASHING AND " MOUNTING FLANGE BXZJ- S EALANT �2 SECURE WRB AT HEAD 00 5. JAMB FLASHING EXTEND JAMB FLASHING TO \ OVERLAP SILL FLASHING. \ EXTEND JAMB FLASHING al- ABOVE ROUGH OPENING AT \ \ FLASHING AT HEAD EXTENDS 1" k HEAD. TUCK TOP OF JAMB \ \ BEYOND JAMB FLASHING. FLASHING LINER THE FLAP OF \ 2"X4" P.T. BOTTOM PLATE W/ 1/2"X10" WRB AT THE HEAD. SEE \ ANCHOR BOLT @ 24" O.C. DIAGRAM. 7. HEAD FLASHING \ INTERIOR VIEW: EMBED BOTTOM OF THE HEAD TOP LEFT CORNER OF WINDOW FLASHING AGAINST THE FINISHED FLOOR 1V CC —G, ROOF PLAN PREVIOUSLY APPLIED SEALANT C : (FLASHING GOES OVER SEALANT). a ' d a' ° ° EXTENDHEAD FLASHING. FASTEN N SEALW d o Q EACH AND DETAILS \ �� ANn PLACE. 9. -0 a dGRADE \ SEE FOUNDATION a \ DETAILS FOR SILL FLASHING CUT LINE ��' \ ACTUAL SIZES a ' I / SHIM AND ADJUST WINDOW TO e / ACHIEVE SQUARE, PLUMB, AND LEVEL USE/ RESISTANT CONDITION.FASTENERS. FASTEN ION NOTE: 1. WEATHER RESISTANT BARRIER MANUFAACCTUREERER WSPECIFICATIONS. ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED (WR81 STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. CCAREFULLYEGREE CUT THEGLEBARRIER 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 R PLAN DATE: 8/27/12 23/427 1-- 1 - 0 1 4 - 17 - 071 DRAWN BY. JNO 12 30 YEAR ARCHITECTURAL SHINGLES 4 8'-1 1/8 , BEARINGr.� - «, tA1 H d 1 j I 0'-o" 1671 FRANCIS AVENUE FINISH FLR ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 I i S IDE ELEVATION 1 - 1 4 - V - 0 i 12 12 44� I 30 YEAR ARCHITECTURAL SHINGLES - ® 30 YEAR ARCHITECTURAL SHINGLES FAUX VENT 8'-1 1/8" 8'-1 1/8" BEARING BEARING 4" COLUMN TRIM 4" WINDOW TRIM 01 0 BOXED-OUT TAPERED COLUMN L j L[_1 Lj1Lj 3 BEDROOM VINYL SIDING VINYL SIDING 4" BASE TRIM DETACHED 16" SQ. BASE W/ 'HARD! BD. 0'_0» 0'_a" SINGLE i 1. FINISH FLR FINISH FLR FAMILY i HOUSE FRONT ELEVATION REAR ELEVATION 1 4 - 1 - 0 1 4 - 'I 0 I i 12 4 � 12 30 YEAR ARCHITECTURAL SHINGLES i 8'-1 1/8" BEARING i VINYL SIDING 01 0 0 0 I EXTERIOR ELEVATIONS i f-h o'—o„ I FINISH FLR - City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable zoning, subdivision and other local land SIDE ELEVATION development regulations, but does not constitute approval for the issuance of permits. compliance 4 — with Florida Building Code and all other applicable 1 4 - 1 - 0 local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official prior to the issuance of a Building Permit. cJ'i /� � Approved By: y 6 DATE. 8/26/12 Date: DRAWN BY: JNO i F s I 20 XHHW AL � ':n tiYar t. s 150 AMP PANEL = ' ELECTRICAL METER AND 150 AMP BREAKER HB " 3" CONDUIT, RUN TO POLE ELECTRICAL SERVICE RISER EXTERIOR WALL N.T.S. "- 1671 FRANCIS AVENUE BEAM 28WNERS ATLANTIC BEACH, FL 8' CLNG I 8' CLNG 32233 (904) 241-1222 FAX: (904) 241-4310 0 LIGHT ELECTRICAL LEGEND (PREWIRE FAN I � LIGHT (PREWIRE FAN) ► 10-- 110 VOLT DUPLEX OUTLET—WALL MOUNTED 4 � 3 3 110 VOLT DUPLEX OUTLET—WEATHER PROOF � 110V DUPLEX —GFCI OUTLET - \ lil: 110V DUPLEX —AFCI OUTLET 0. BATH a& 220 VOLT OUTLET—WALL MOUNTED 8' CLNG ► TELEPHONE OUTLET W I VINYL � Q -� SWITCH �- SWITCH—THREE WAY STORAGE CLNG � Q PUSH BUTTON SWITCH ® DOOR BELL CHIMES BEDRM #3BATH 2 3 BEDROOM O--i CABLE TELEVISION OUTLET 8' CLNG 8 CLNG ._._. VINYL - -0- LIGHT FIXTURE—CEILING MOUNTED 0 DETACHED Y � LIGHT FIXTURE—WALL MOUNTED SINGLE O SMOKE DETECTOR—CEILING MOUNTED LIGHT KITCHEN ® EXHAUST FAN (PREWIRE FAN) 8' CLNG FAMILY VINYL o ELECTRIC PANEL _ G D. HOUSE I � QUICK DISCONNECT � 3 0 0 FLOOD LIGHTS — DUAL HEAD 000 I 1'x4' FLUORESCENT CEILING MOUNTED \ LIGHT FIXTURE LIGHT / (PREWIRE FAN) DINING -I-I- ' 8' CLNG HB ELECTRICAL MOTES LIVING RM 8' CLNG a 1. IN FAN / LIGHT COMBO SWITCH TO 3 I I OPERATE LIGHT ONLY. I I 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. I I II II 3. INSTALL DOORBELL TRANSFORMER IN FIRST ( I I I ELECTRICAL FLOOR ENTRY CLOSET. I I I 4. ALL THERMOSTAT AND LIGHT SWITCHES TO I I _ ( I PLAN BE HUNG AT 48" MAX. ABOVE FINISHED —— — ——— ——— — — — —— — R. 5. ALL LIGHT AND FAN SWITCHES TO BE AND DIAGRAM TOGGLE—TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. ELECTRICAL PLAN 1 4 - 1 - 0 DATE: 8/26/12 DRAWN BY: JNO �, I I I I I iI I I � � GENERAL NOTES: SPECIFICATIONS: (continued) I This 1111cuTenI,,along with associated .c merits CODES & DESIGN STANDARDS: DESIGN LOADS: _------___ -___ d ,u ,,is an nstrument of e' meels 1. All notes,drawings,details, tables,references arid specifications depicted within these engineering documents shall be reviewed by the client arid each material and/or OTHER FRAMING EZ service and are the physical and intellectual <�, pr,oj>erty of The Castilo Group,Inc.,a a_ �� Flon a-licensed enpineering firm and the I service contributor prior to initiating construction of tire structure depicted herein or providing labor and/or materials for the saine. Labor and/or materials shall only be Florida Building Code-Residential 2010 ROOFS pro�,ect en�neer identi ted herein. A revocable " I I furnished by those persons and/or entities with a thorough Understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a 1. All structural (dimensional/solid-sawn)training members,exec I as noted or specified otherwise,shall be#2 S YP 111triber w/maxiniurn 1 9%moisture content. Florida Building Code 2010(as applicable) 20# sf , � I, ,I I "."� ,- 1�11 cerise as been granted to the user(the I :1 p LIVE LOAD / rrr I 11 _7 - , I 1 I I I 11 I 1 -I " I "I person or enbty identified e to use the ,� - I I , �I" 11, : ,,, ,""I'll b low I , I I I "I , I , :, rvice depicted wilhin this and thorough knowledge ofapplicable construction and safety practices required to execute a desion such as the one depicted herein, DEAD LOAD/SHINGLES7#/sf � �I � I �, , I "I� I I / ,, I I I ,:,�11 I '1�1 11 11 1; instrument of se I t, -1: I 4;el � I I � associated documents one time o _ 2. All engineered wood beams shall be ASCE 7-1 0 1 �10 , w -- .%.10 Trus Joist/f-LeveUWeyerhaeuser brand Microllain LVL 1.9E,or equivalent,except as noted otherwise,,Ind shall be installed in DEAD LOAD/TILE 20#/sf I ,I , I� I " I I construct the buildin a . � , 5s)andTor.ssern ies 2. These engineering documents have been prepared at are client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 accordance with tile Maullfacturer's specification!;,instructions and directions. NDS-05 - 11 .1 I I detailed herein and on y at the specific location �� . "I ,. I�I I identified below. Re-use,use at a location I I I I I I I I . I TPI 1-07 DURATION FACTOR 1.25 - , I I I , I/ other that the one described herein and'or � I and 161 0 of the Florida Building Code,and/or Sections R30 1.1 (excluding"flood" design, unless specifically noted within these documents),R30 I.I.3 and R30 1.2.1.4 FLOORS I I . ZONE"I" I "I/, I 11 copying,duplication or modification of a I 1 3 in 1 3.All engineered wood posts or columns shall be Trus Joist/1-Level/WeyerhaCLIser brand TimberStrand LSL 13E or Parallam PSL ACI 318-05 1 1�_ , , I I design or element herein is a viciab..W I along with Tables R301.5,R301.6 anCIR301.7 of theFlorida Building Code-Residential. Theeng" eer's scope of work is limited to only providing the necessary analysis, 1.8E solid members,as specified,or LIVE LOAD \ � :� I'll I I federal intellectual cogyright laws andfior state equivalent,except as noted. Vertical post or columns specified on the framing plans, WFCM-01 40#/sf 11 � ,� I .111, I I I administractive code, card of Engineers rules drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements aSOLItlined in Lire and/or details as engineered wood may not be built-up or pieced together to form DEAD LOAD I I I, I ,I 1, I I I I etc-and is punishable by fine,imprisonment' ,, ,, I I ,� ,,I I . I DURATION FACTOR 1.00 I I I I I I I,- I�I 11 '. ". and/or license/authorization revocation. Upon non-structurat nature. Additionally,the merits as dimensionallsolid-sawn members- ESIGN CRITERIA: Z , I / , , , I I I I I revocation of license for cause,ay person or aforementioned sections of the code arid specifically excludes other elements of a Structural nature as well as all elements of a the specified dimensions; they must be solid,one-piece members. Post or columns specified within these construction docu 12#/sf (including CIn'g Below) � engineer's scope of work specifically excludes engineering functions delegated to others[i.e.roof andfor floor truss design,engineered wood products design(except EWP ,I 6x6 SYP)engineered wood post withOLItadditional analysis or CEILINGS/ATTICS 0 � = -, , : 1, , " ,-MQL:', 11 I�/ �: 11 1"I I I entity in possession of an origina or copied I i.e. 4x4,4x6,6x6,etc. -may be replaced by a sitnitai-sized(e.g. a 5.25" x 5.25"EWP in licit of, D , ,�.,�,-,-' ' I I I I , I I _ 2 , - � /",� ,,, I,,/,�I,1, :, �," �,el",1: 1, I ,I . ZONE"I� � " � version of the clocume%s)shall return all � , I , I I I I. specified herein),etc.I as well as other disciplines of engineering-i.e. mechanical,electrical,plumbing, geotechrrical,environmental,site(including drainage),etc. And, docurneritation required by the engineer. - 1� Q : ��I :,"', I I I I ':, �,:"�"I �� ,� I I I I I I versions to The Casti to Group Inc. , I . 0 W I I I I � I�,I "I I I I I I I 1" "I'll, �, LIVE LOAD/NO STORA2/sf (Non-concurrent) ill I I� - I ,1 I I I �11 I I I I 11 1, immediately and cease any and all , , , tile en&eces scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety-,moisture BUILDING TYPE E - 4 1 � "I 1 ZONE' , "I- I , I I " I'll I I I I I construction aridlor use associated with the I in BASIC WIND SPEED LIVE LOAD wl S FORA #/sf (Concurrent) I N , �:, I'll, , I "�',, A, I I document( -Use of this document protection,infiltration and/or resistance;resistance to wood destroying organisms("WDO");fire-resistance- energy efficiency,etc. The engineer further warrants that 4. All nail' g shall be with"common" nails,except as otherwise noted. All nailing riot otherwise specified within these engineered documents shall be asspecified by 130 mph (3 see. gust) I I I 1, I I �,.,/ I I I �,.,�11 ZICKnowlZges agreement to the I", - -, "I 11, ,I 11- � 1,�,11 1�"1��,I 1,- aforementioned terms and conditions. I � , ,,I , " � I , , 1�j ,11 1,1,I structure depicted within these documents,to the best of his of-her knowledge,complies with the applicable portions of the aforementioned sections ofthecode and makes the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or otheradhesives shall riot be used in place ofnails EXPSOUIRE CATEGORY C WIND 5#/sf , . ,� "I�., I�: 1 -_- I �7, - 11 I --- no other claims,warranties or guarantees relative to these documents with regard to their fitness for,illy purpose. Any data included within these documents that address or screws. <-, I , , I I�, �� BUILDING CATEGORY 11 ( I "I I .i� I: �, � I I , LOADING I I 1:�,4T , -1 � -11, I'll, , �, ":�_,:, I I , I I elements beyond the specif INTERNAL PRESSURE Coef- +0.18/ I I I I I I ,I , ,: " ic confines of the aforementioned code sections and stated linlitatiOLIS is purely Incidental to the engineer's scope of work and shall be -0.18 11� , I I I I 11 , 11, I I DESIGN IVIEB . I I I 11 I I I — I 11 �I � , , sses,floor trusses,I-oist,etc.,shall be installed in accordance with the nianufacturer's specifications,instructions and I I I �, I I I ''I'll, responsibility of the appropriate entity -i.e. owner,architect,contractor,and/or building official,individually and collectively-to design,account forcirotherwise verify as 5.All engineered components, including roof tru, DURATION FACTOR 1.60 � I I W 11 1� I i SIESMIC I I 0 1 , 1, � :� :"I'I , I , 11 11 ,, i " priate for the intended purpose. directions. N/A I I I I I �" � ,, , 11 ,� 11,11, � DRAFf MEB � - - '.I , ��, appro I : 0 I I I I -I 11 ' 19 � --- - — 11 Z NE I I� , . ZONE ' I 111 "I I I'll, I �D 3 6.All sheathing shall be either APA-or-TECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOTI-equired except when specifically identified as such). " � 11 CHECKE LAP ). The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or theassociated effects I " I I I I I I I I thereof. It is the responsibility of caters-i.e. owner,architect,contractor,site developer and/or building official,individually ,Ind collectively-to establish the Trilminum Sheathing may be either OSB or plywood, unless specified as one or the other on tile framing plans and/or details. All panel edges of wall sheadring shall be solidly 'I ', I ,,,= I ", - , & I.1,l I I , ,-,' SCALE N/A I' ll I I I , �� -1 1-11 " I �I ..... -_ appropriate building elevation for tire subject site and the improvements located there upon. fit no case shall the structure depicted herein be sited at an elevation less than blocked. Use of"ply clips" or similar edge Support is requit-eel at unsupported panel edges of roof sheathing 7/16" thick when Supports are spaced at greater than 16"O/c. --L ''I , � the ininifuLlm prescribed by FEMA,as prescribed by FEMA arid enhanced by the local controlling authority,or as prescribed by the commilmity engineering,Ind approved Use,of"ply clips" or similar edge support is reqtt,�red at unsupported panel edges of roof sheathing less than 23/32" thick,when Supporting tile roofs. Use of"ply clips" I EZ I GABLE ZONE'13'-CORNER DATE 9.24.2012 by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a floodzone or similar edge SLipport is mconunencle6l at unsupported panel edges ofall roof sheathing,regardless of panel thickness, for improved aesthetics. Roof and wall T_� ZONE(S),TYPICAL "V" Uilless these engineering documents specifically indicate die design(s)depicted herein,ire resistant to the potential effects of V-class flood zones. sheathing shall riot be less than 7/16" thick. Floor sheathing shall not be less than 23/32" thick,with all panel edges SLIJ)ported(tongue&grove orblocked). Some JOB NO. 12-149 1 � 4. The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced design loads require thicker panels-,see sheathing specifications for specific minimum panel thicknesses,required span ratings,Ind fastening information. NASSjj U Co. I ROOF PLANMEW [] ZONE"v-INTERIOR ZONE�S) SQ.Fr. - - I herein)as interpreted and enforced by local authorities havng ursdiction aria,further, die engineer is not aware of any errors or onlissions contained within the design(s) 7.At exterior walls clad with a Stucco or an applicd-stone veneer finish,die A,PA(WwW.apawood.org)mcotntnen(ls die use of either 1 5/32"thick, 32/1 6 span-rated . I I � — I I I or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et aL However,should,illy portion oftheseenginceri sheathing(Exposure 1,PS l/PS2)�jr 7/16" thick,24/16 span-rated Structural I rated sheathing when the Sheathing is installed kv-it—ha vertical orientation(long axis I �� . i D ZONE"2"-END/EDGE ZONE(S) REV DESCRIP`rION I 0 ing 11 documents be found to include air error or onlission,tire engineer,upon appropriate notification,will correct the document(s)in a timely fashiol without additional fee to parallel to the studs)on the wall(see Technical Bulletin TB-202 0—additional information). The discretion to enforce(fie,iforemetitionedrecoiiimeiid,ition is at the sole � � I "EZ" DIMENSION: I - tile client-Hitless tile error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in.a.dditional fees due to the engineer d-iscretion of the local Building Official. Do NOT use sheathing that does not conform to ale aforementioned recommendation unless you have FIRST verified the ** 31-011 ** ZONE"3�-CORNER ZONF(S) — I I � forthe additional services provided. The engineer will riot be liable for, to I �uitability of die nonconforming materials with the Building Official having jurisdiction over tire project. Failure to do so may result in the need to significantly enhance (B 1 2 - � ,illy increase in materi al and/or labor costs arising rrom the revision,correction or update he �0 0 engineering documents or addendum thereto. tile construction of the exterior walls. I , k.MPH ...�1 3 - � - �lt, 41) �� 1, 1 5. These engineering documents may be used one-time-offly,and only at the specific site or location identified herein. The design(s)depictedherein may not be used to 8. Metal connectors shall be Simpson brand hardware, as specified herein,,Ind shall be installed in accordance with the IflallUfacturer's specifications,instructions and 4 1 te(,I)subsequent strUcture(s)or elements thereof,nor shall the desigri(s)be executed at a location other than tile one site orlocation specified herein. directions. Alternates to the s I '_ 1� ;`_e�� , 4 - � execu 1pecified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications of the connector(s) I'll (�, I specified,Ind have appropriate product approval,Ind installation instructions and directions. �-4 �*(0 �� 11.............� � IQ� ;� — I i 6. Use of these documents for,illy purpose constitutes the understanding and acceptance or the terms and conditions Outlined herein. 1-295 'D -1� 1101 P N ,� - ; _11- 'I,""", I Thc I I (!� I I ` STILLO" � I 11 O' 1 7. Verify structure orientation with,architectural drawings arid site plan or Survey berore commencing construction. Do not commence construction ifa conflict is present. FOUNDATIONS, CONCREI'E&MASONRY T _a �, :, %-A 0* �O(D) .9 . � 1-1 I I C, -1 1 � 8. Any discrepancies between these engineering document,,;and the architectural drawings,site plan,survey and/or other data or information shall be reported to the 1. The foundation design(s)depicted within these enaincering documents has been completed ill accordance with recognized standards,recommended soil design Q I engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered d 11 MPH Grodup uring parametersaxid accepted engileeling design procedures arid is based upon the best information available at tile time of(heir preparation. The design(s)depicted herein - 0 -!-,-��'��. �"",.. � I ' ' , construction,construction should cease until Such time as the discrepancies have been resolved. is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling Of SUbsur-face soils. It Must te recognized that the I . Q �� , 1-4 S ,,'::--- � able life of the structure. Subsequent owners and/or Occupants of the structure shall be apprised of F-.4 I 1, �: foundation components will experience movement throughout the use, , I ' ' "" �111 D le s i g n e r I I 1. 4 1 E n g i n e e r � I , , S 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations 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 in US-1 � _111 and other specific information-which has been replicated into these engineering documents. The engineer is riot responsible for the accuracy ofthe replicated informati partitions above floor slabs,finish work on orabove the floor slab arid the locat" . CN � ��4 " 655o Roosevelt Blvd. I or for claims arising from tile use thereof. ion performance. Ing or constructing of secondary elements near the structure That could affect future � i-4 " � �'� �,0@ u, ; � I Jacksonville,FL 32244 0� * n I 1 (904)772-6ioo 10. Unless specifically depicted within these engineering CIOCLImentS, ale engineer has riot been made aware of riot 2. The foundation design(s)depicted within these engineering documents has/have been prepared b, 1-0yJ 1P H 1-4 1� �, I FL CoA NO.29015 1 0 -accounted for other components,elements or systems ased on a relatively I tat,Well drailled building Site featuring ATLANTIC " — I , that may be intended by others arid could affect the performance and/or serviceability of the structure depicted herein. exclusively non-expansive soil witli an allowablesoil bearing capacity of not less than 2,000#/st'and a design lateral load(at-rest pressure)of60#/sfper foot ofdeptli 1-10 ____T____r_"I', I �� , � , i I I , - �I with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and . t- I " I CA I I /', ,_� . �, I , I � I , = � I 1. These engmeenng documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions arid no further construction shall occur until the engineer has provided additional direction. 1� .------- BEACH �7 11. � I I Ting 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 . �D I I I I fran ��0 I th Z � drawings. 3.Backfill should not be placed adjacent to the foundation Walls until the walls have cured adequately to provide sufficient strength andhave been anchored to thelloor MPH � 00 . 0 I �� system above or otherwise properly braced or shored to prevent damage to the wall. Z ,0 � �� I aritity,strength,etc. of headers,beams,columns,posts, U r7l) `Z� ___- - 03rd ST. ___- JTB P-4 �, 12. These engineering documents include specific laromiation of a Structural nature-i.e. the size, grade,species, qu, d (16 1 M H I studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information Supersedes information of a similar nature that may be shown on the 4.Refer to the Geolechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required Minimum 2,000#lsfsoil bearing 9 4� kn 1`_� � associated architectural drawings. Additionally, the size,grade, species,qUaIltity,strength,etc. of the structural elements specified here'in may be exceeded or enhanced, capacity. In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the 131-tilding Official. � �a-g 1" zo I 1:� � 2 e_ 01 CN within reason, at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. _< fp � 1 5. All foundation pads depicted within these engineering documents shall be for M MPM i.. d A Z I -tried to the dimensions as indicated and.substaritially centered beneath t1leassociated U 1�1 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall, unless indicated otherwise. I I------- -----,. (A FLOOR PLAN/VIEW 0 � I � tire documents for any put-pose. If(a)page(s)or the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents k1lore CLAY CO. 1-295 � u � I I * * proceeding with intended use. 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,iogs and elevation 0 F1 ZONE"4'-INTERIOR ZOINF(S) � � � changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is undvi'stood that some oftliese itemsmay change F_� "U" DIMENSION: - I:� CA 1� i 1.4. It is the.intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having during actual coilstructioii. The design(s)depicted.herein can only address the proper foundation configuration as specifically depicted herein and could require 6, (A ZONE"Y'-END/EDGE ZONE(S) I' . Jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for themeans and additional analysis and effort should field revisionli merit. I 0.� If ** 31-nuff ** Ll Z � methods of constructing the structure depicted herem,Ind shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and I 11�1 � -..—.___ C? 0 1 standards. Under no cirCLITuStance shall these enoincering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been 7. Extreme care should be used throughout the construction process to prevent the movement ofretaining and/or foundation walls until the completion ofthe structural '1' J011Ns Co. 11 U approved, and c)(an)appropriate perinit(s)lias/lita've been issued to execute the design(s)depicted herein by the appropriate colitr�lling aLlthofity(ies)ortheir jesignee(s). system. It is the sole responsibility of tile contractor(s)and labor contributors executing tile design(s)depicted witilin these engineering doeyments to adequately Shore � P_� Furthermore, all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the audrorlty(les�reslionsible forthe the walls throughout the construction process to maintain the integrity of the design(s). I PROJECT LOCATION MAP MAX. ON-CENTER STUD SPACING(fit INCHES) = -<� I issuance of any permit(s),Ind shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or Similar statement'of � I I - ' irpose, until such I tive feet or more bevond the END-ZONE/INTERIOR ZONE: �_( completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any pL 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional cf� U time as the authority(ies)having j urisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and L"n compi iance with all perimeter tliereof. Unless otherwise indicated, all fbotings,Ind flat concrete shall bear upon ron-organiC, undisturbed Sol Is compactedlo-a densitv of'Hot les's than 95% 1 WIND 1,3o/c FLEXIB LE FINISHES (IV07,s PA �4 applicable laws,rules,codes,etc., and consistent with the drawings,details, tables,references and specifications depicted within these engineering documents. of Modified Proctor Maximum Dry Density(ASTM D 1 557)for a depth of not less than two feet(24 inches)below the bottom of the footing or-sfab;Or,upon clean � TUCCO) a, I I��-11 - . - � 11 NIti,Rf fit. <301 ___ 94 �_il 11 - GW-, GP-, SW-, and/or SP-class fills with,,illy orgame materials removed. Fill, as required,shall be placed atop non-oq,,anic, undisturbed Soils(with the compaction � FUNISH FJLEX. 2x4 2x6 I 2A 8 2xI0 �D U '-" — 15� It is the sole responsibility of the contractor(s)arid labor contributors executing the design(s)depicted within these engi=een�`loc_ �determine the pro r there of verified as p re v i o u sI y referene ed)an d ad Cie d in one foo I(1 2 in ch)I ift s an d ea ch I ift sh a I I be c ompac led to a dens 1 Ly of n o I I ess than 9 . __ — pe 5%of'Modified Proctor PLATE IIEIGIIT #2 SPF #2 SYP 43 SPF #2 SPI, -_ — crection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs, as well as Linsure the soundness I -a geollechnical engineering report specific to the - (NOMINAL) F Yl, #2 SYP I,,.� (A W Maximum Dry Density (ASTM D1557). These minimum specifications riiay be exceeded or superseded by either 8. --- #2T;YP #2 SYP P_� of the structure,-Ind its SUb-clements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s),Ind labor building site or at the directioii of the Building Official, as deemed necessary to achieve the minimum required(2,000hil)soil bearing capkily,but in no case shall the . 24"/24" :�VI24- 24-/24" 24-724" 24"/24" 24-724" 24'724" �4 (D C/� -__T . 4 91 _T4/2-r 24'��/24- 24-724" 24'724" 24"/24" contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,Plumb arid level structure during the construction process,until such time site be prepared to a lesser degree than that which i�s outlined herein. I - 24"/24" 24'724- —_ as all of the structural elements arid components depicted within these documents are properly installed, inspected and approved. Bracing shown throughout these 10, ---;Tl— 111111 131.4 " C —12"/16" 12"/16-24"/24 24"/24- 24�/24" 24'724" V/ - I . — >..,i X CA engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 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)andbe placed atop ill 10"/12" 10"/12'24"/24" 24"/24" 24"/24" 24"/24- 24'724" (minimum) 10mil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WI.4xlA 12' 6"/8" 8'712" 24"/24" 24-124" 24--/24" _iV/24- 24'724" W W 16. Yet-to-be-insta lied building materials-Such as gypsum board("dry wall")and roof shingles or tiles-placed on the floor(s)or roof(s)of tile structure depicted within WWM,lapped not less than 8" at edges/ends,in confointance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimu M�4 2" fiber length at a rate of 1 14" N.P. N.P. 12"/16" 24"/24" 2.4"/24" 24'724" 24-724" P-4 . , E_,� � these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed die allowablelive loads of lb.per cubic yard of concrete,complying with ASTM C-I 116. - 16' N.P. N.P. 12'716" 16"/16" 16"/24"- 24'724" 24'724" �� ,C� C) � the floor or roof, Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. ') 18.5' N.P. N.P. 8-/8- -____i�/_l_r 12"/12" 24"/24" 24'724" � I 0.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psl at 28 days. 19.51 N.P. N.R 811/81, 811/81, 8'712" 24"/24" 24-724" C). Z I I I ____1F/24-' - I I —-_NP. __�/�r 811/8'. _WJ24- 17.All materials specified within these engincerilig documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions COMPONENT & CLADDING PRESSURES (in psfYV'sd or "ALLOWABLE: 20.5' N P: — 8-/8" — � E � � I provided by the manufacturer,Gras otherwise indicated by tire code or associated-product approval document. I 1. Where indicated,cores or cells of block masomy(CMU)shall be filled with coarse grout or pea gravel concrete with it ritimmuill compressive strength offlot less WIND 1301C . 21 5' N.P. N.P. 676" 67811 8..8�1 16-716" 2 4"/2 4" 0 C) �.� I PITCH 6/12 —_- 11 -A I than 3,000psi at 28 days. < ROOFS(all valLIeS negative-i.e."UPTI-F—r-) WALLS(ind Windows&Doors) 22.5' .:�N,�P. N.�P ".N.P. I 676" 6"/8" 1611/16" 24"/24" ,Tt � 1 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along witlithe associated lvin.RE Ht. <30- ZONE"Y' ZONE"T' ZONE I'll, OVERHANG OVERHANG END ZONES INTERIOR ZONES ?___-I I : ards and design methodologies referenced therein)applicable at die time of the preparation of the docurnents. As the a plicable code,standards and methodologies e 11 AREA(in sq.11.) CORNERS END/EDGE imrERIOR CORNER ii INTERIOR _Tposr MAX. ON-CENTER STUD SPACING(in INCHES) stand, p ar 12. Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcincy shall be asfollows: i NE GATIVE PosiTivE _iNEc,ivrivE U � inely updated and/or supplemented,the engineering may become outdated,Ind invalid for use if the documents are not submitted to the local penruittmig and ,I)Concrete cast against earth: 3" V <10 -28.28 -28.28 -24.18 -40.99 -40.99 -32.38 fl'\,T- 0 FOLI , I - - --- 24.18 -26.23 1 24.18 — enforcement agency (and subsequently used for construction)in,I prompt manner. Should peralitting and/or actual construction be delayed beyond die applicable effective b)Formed concrete exposed to earth orweather: I V2" 20 -27.05 -27.05 -22.95 -39.76 -39.76 -30.33 -_ END-ZONEJNTERIOR ZONE: �� F_-� Z date ofthe edition of the code,standards and/or deign methodologies referenced herein, tile engineer' g documents shall become null and voidand shall be returned to the c)Interior slabs, walls,etc.: 3W, 23.16 -25.21 1 23.16 - — I ill , 50 ---1-2541 -_':�-2 5.4-1 __'�:�21 3-1 -38-12 -38.12 -27.26 21.52 -23.57 1 21.52 1 WIND 130/C BRITTLE TFINISHES (STUCCO,e a _ TI - �:�24 1-8 __�:724 1-8 --::--- 36.89 1 -25.21 20.49 -22.54 20.49 1 L <30' - ubsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the approp 'ate code,standards and/or - >100 I 20.09 , --36.8-9-- - - . I A,Iii.Rf 11 -g!� =- W - FINISH IFlur. 2x4 2x6 > in. ( methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date oforliginal issue. 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 . __ 2,x 8 2xI0 ,.� I (horizontal)reinforcing in walls and footings shall be continuous athiround comers and - PLATE HEIGI IF #2 SPF #2 SYP #3 SPF #2 SPr #2 SYP #2 SYP #2 SYP � 19.Engineering documents such as these depict a design that is both unpractical and economically unfeasible to fully test or prototype p 'or to executio . intersections,and/or matching Collier bars shall be fis�d. All longitudinal (Noml,N,)�L) —— E � � (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for 44 and smaller reinforcing)and al w teat reinforcing shall be - 81 16"116" 16"/24" �:) 8 �,i I n IT As such,extreme I 0 rt, -_ -_ care arid code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or contl lets. lapped at splices a Illmirmlln of 25". __- — 24'724" 24"/24" 24"/24" 247/24- 24"/24" However,the very nature of tile process provides Opportunities for errors arid conflicts to arise during the execution of the design(s). Because of the I tilability of tile - - 91 - /16" 12"/16" 24"/24" 24"/24" 2 ______ c) W inheren 12" — 4"/24" 24�/24- 24'724" r--� W I - -i (2)2xlO-2/3 K-HEADEWBEANICALL-Our - 10, 1 0"/1 2" 10"/12' 24"/24"24`/24� 24"J24" 24"/24" 4"/24" � ase,opportunities do exist for the design to require additional effort . porting,reinforcing detailing arid placing,placing,CLIrinv and testing-shall be done 811/8'. �`I engineer to foresee every potential conflict,arribiguity,inaccuracy or oversight during the "paper" ph, 14. ALL concrete operations-including but not limited to mix design,mixing, trans �:) once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providmig the engineering services as in accordance with the re(juirements and application of ACI 301 "Specifications for Structural Concrete." C, .101% 14,41. ____Ll�__ 6"/8" 20"/24' 24'724" 24"/24" 2TV124- , 2T724" dl� C/� �� I depicted herein,causes the engineer to be unable to accept"back-charges" for errors or omissions contained within tile design(s)depicted hereuil. C, C, NUNIBER OF KING-STUDS EACH SIDE OF OPENING - 12' N.P. N.P. 18"/20"22"/26"24"/24" 24'724" 24'724" .J I �� I NUMBER OF JACK-STUDS EACH SIDE OF OPENING 1-11 __� —_-N __ 1. 4`� �� C� C/5 � 15. All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. — SIZE OFHEADERNIATERIAL(#2 SYPU.N.O.) .1 _ ITP. .-P. 8"/12- 12"/12" 12'716" 24'/24 -24'724" 20. These engineering documents arid the designs,Ind ideas expressed herein are an instrument of service arid remain the physical ,Ind intellectual pro NUIMBER OF PLIES IN HLA _R 16' N.P. N.P. 678" 811/8'. 8"/12" , 16724" 24"/24" P-i .,t� W - J 1 perty of the engineer. _DF 'i - 18.51 N.P. N.P. N.P. _NP. 6'76" ") pl:; I IS contained —- 12'716" 24'724" �_`11 For cause,upon notice,the documents shall be returned to the engineer in their entirely. Reproductions of the documents,the design(s), ideas and/or elemen 16. Concrete masonry Units shall be ASTM C90-75.,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight, with a minimum compressive N 19.5' N.P. N.P. N.P.. N.P. 5-76" 12"/12" 24"124" herein are prohibited without the expressed written consent of the engineer. strength of 2,000psi(-fill= 1,500psi). ALL ExTERIOR HEADERS UNLESS NOTED OTHERWISE __ ___ P., W L 20,5' N.P. N.P. .P. N.P. N.P. 8'712" 16724" = C) Cn > 2 1. These engineering documents have been prepared for the specific site or location identified herein, as relayed to tire engineer by die client. The etignicerhas used 17. Mortar shall conrorm to ASTM C270 and be Type S. ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE 21.5' N.P. -N.P. N.P. N.P. N.P. 811/81, 16"/16" 4! A 0 . I . . resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for die ecif 22.5' N.P._ N.P. N.P. I N.P. N.P. 8ft/stf --i-6�/16- � = I sl) ic site or _. �A ... 1:� I p 1 11 ,A 7 T'R Y IIII N 16"o/c � location of the construction depicted herein. Those resources reasonably available may include local governinent GIS ma s and/or satellite imagery,wind speed maps 18. Grout,when specified,shall conform to ASTM C-476,with a nrimmum compressive strength of 3,000psi at 28 days and mixed to provide a slump ofbetween 8" � EXTERIOR STUDS SPACED AT GRE U published by the local controlling authority and/or the state DCA, and/or other coninionly available maps and/or satellite imagery. The Building Officidl shall verify the ,Ind I I . � SI-IALL BE SHEATHED WITH MINIMUJv1 19 5 �� 4 4 . wind speed,exposure and other design criteria shown herein to be correct arid code-colilphant prior to approving these documents and authorizino construction from them. I �," (g" NOMINAL) ).4 1 C, C, I SFEATHMG WITI I VERTICAL APPLICATIONS&STUCCO C/� l,_4 �: I ., The engineer shall not be liable for any claims arising from maccurate wind speed and/or exposure designations based upon the site or location informationprovid 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on die drawings. FINISHES. . 1 ed to him I 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. Lintels shall be of adequate size,strength and reinforcement for the given span-,Ind loading conditions. " "RSD"IN PLACE OF A QUYWFITY OF KING-sTuDS IN A HEADER OR BEANI CALL-OUT INDICATESTHE "� <� I 9 I I SPECIFIED HEADER OR BEANI IS RAISED ABOVETHE>LINE, MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN , 20. Provide horizontal 'oilit reinforcing in CMU walls at 16"o/e verticall conforming to ASTM A82 and ASTMA.167'rype 304. 7 -t� �D I i i y - USING " THICK WALL SHEATHING. ,,'t*�,�,_,�' �� f_6 -1111, � -- SPECIFICATIONS: ( ) INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRANIING NIENIBER � . "I ,;7�� ,14--o � U I:� P-4 � �I STEEL 11 STUDS WITH MAYdMUM ON-CENTER SPACINGS OF 6" 0 .4 U - OR 16" ON- 'F N ' . .g� �� :) WOOD FRAME WALLS I - J! I MAY BE DOUBLED AND SPACED AT 12' I I I Oft Jt 4_0� � 11 I BE FAST ' E MWI111111111111 tural Steel � TOGETHER PER THE MULTI-PL Y POSTCONNECTION't I "� 1. Steel elements shall be detai ed,fabricated and erocted in accordance with AISC "Specification for the Design,Fabrication and Erection of StrLIC RESPECTIVEL Y. DOUBLED STUDS SHALL * Buildings," 9th edition. nra"Wr i 1. Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e. broken,pieced or"pla o fzm-% 0 9.)4 If riti-framed )when C) I-4 fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some interniediate roofs do not quality as an"intersecting floor system*andshould not be FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/?VIASONI��CONNECTOR SCI-IEDULE '! I C.5 I = M 4,� V� � used to support platform framing unless specifically designed to do so and specified as Such by the engineer. All vertical wall framing(studs)shall becontinuous and 2. Structural steel shall be ASTM A36,except as noted below- - CLIP,TIE- FASTENERS __ NAILS/SCREWSTO A , !I I uninterrupted between points of lateral support. a)Pipe ASTM A53,Type E or S_grade B ' HAPDWARI-7/— AgDA 30' - INT LOCATIONS EXT/MONO FOUNDATIONS I EXT/STFM i __ orNAILS FP AMINGM EMBERS (SAE 1018) 4 -HALL FOUNDATIONS CMU WALL TIE-BEAM /UWTEL_ i I LAJ 11 .. or STRAP CONNECTOR — ,t i I b)Tube ASTM A500 - - MIN tyBED MIN EMBED MAX EDGE MIN , En ineer: (V5- H2.5 _____F EDGE DIST i I 1-71 (5)SdPERENID 112016d ABU-f 1,-oo ATR DIA � MIN EDGE DIST MIN EMBED- MIN / -DTE3ED I I � � - 1 2.All top-,Ind shce-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with ooncrete or masonry -il-5 —(4)8dP _ 5 31 -l"'.J -7--in- 77— 12" 1 i Lc renc . line,PE-0 - I EREND — — 1-3/4"1 6" N/A ! =� ! I . shall be pressure preservative treated. 3. All bolts,anchor bolts and threaded rods shall be NSTM A307 unless indicated otherwise. (10)16d,'EACH LIT20B&D172 12. 4-1/4-�,'NIIN -—_4",W 2 1/1"SPIC,G — - (EA) , 5-If" - 12' I-3/4"/6" ". P fessio � inger t,,� 118 (5)Iod.x 1.112'PEREND ___ __ --1/2.SPC"G 2'.w 4"SPUG _;E�L W/_IV,hN .. L I I —— —— - — 31'SPACING AAM FL icens , 11 1 (22)10d SINGLEM91' 5 S" �112", 5-1'2- T' — 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 pla (s)an NITS12 (14)10dorlOd.v 1-1/2"TO(FAL 12' 1-314"/6" I,., � I ,,La- I I n d/Or table(s), 4. Hex nuts arid couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the correspondmilo ASTM 2x(22)10d DOUBLE mar (2)5,8" 511 � - ___ C.L_ 1 , , �1� I HTS20 (20)10dor(2 1)10dx I-Ir2TO`r,'LL 2-;J 9-If'" 3" 11 — I (31 A--I,i ce n.c ..l -,:I I ' w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. AJI vertical wall framing (studs--)larg .) — 12" 3-1/2"/41, 0, .1 3 r V ,er aian 2x6 shall be#2 A'07,A36, SAE 1018 and Grade 2 bolts. — (13)16d 1. 12" C.L. . .1 I I- ..J � , - - � . fl-7 � SINGLE HTT16/4 5; . ___ � " 51/2"j 7-If'" 2" 1-3/4' .1 I - W I _�_ SYP lumber w/maximum 19%moisture Content unless otherwise noted or specified on the frarruing plans and/or details. Lan (16)II6,13INKERSTOIRUSS, —- — 12" '/6" 1, SC Dcom ,40� - - I . I (l4)I6dSINKERSTO,&POST 2x(IS)16d EcCIBLE Hrri6m (2)5,s- 5.1/2 -7-1/1- —,. — C.L� W I this drawinig notval d tf:*jLit ratv T-1-1 I L _. 12" 1 I" .L. -d - 5. Flex nuts and COL[plers/couplings used for high-strmigth bolts, anchor bolts and threaded rods-AsTM A449 or similar H!6��16S�A6�2 Q)10dx I-V2"TOTRUSS,(I0)T0,,lPOSJ' 2X(18)16d TANDEM 111716/4 (I)5,8- 1i 3-1/2" 12" ', _1 I I I � -shall be heavy hex ASTM A563 grade DH. - _T�1_2`� _�__J�_ 5-1 — 15, 1-3/4'/6" N/A -� ,,Lk ANC:1gned In BLUE iR�, - I - —_ at 1%I S rA 1_2 (10)10dTOrAL (32)I6dSi,&- SINGLE YRr 21S -518--7'1'721 9--1,1- -,,--- — 'Tqe Castillo Groiup,.Ific�,, , 1 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for tile same wall, except walls th, - - 15, 1-3/4"/6' N/A A I are specified as SYP and are also not designated as a shear-wall or portal fraine wall may use SPF blocking. _10SrA18 (I 1)I Od TOTAL 2.�Ci 2)16d Siiik� DOUBLE HTT215 (2)5,3' ___�__' I — Cl%l , 6,650,RoosevVlt,6lyd'.' - -_71'��' - I � ,I",I CORROSION&DECAY RESISTANCE: — (IS)IOdTOTAL _�1'2� SEE PLAN = ,.� rA I Jacksonville, FL-32244 � MSFA24 -_- NA (20)A-�2-1/2"SDS SINGLE HDU8 718- r—I S" 3" .1.1� J, I . � 13-lf-)' 3-1/2 -4 U :2� 1 1 5. In I some instances,these engineering documents may include,I specification for a column within ,I wall where the size of the column exceeds the thickness ofthe wall as NIST37— (42)l6d TOTAL 11(20)/x 2-1/2"SDS DOUBLE HDU8 (2)7,8. 1 S. I - 13-10-::::��C.L� (904),772-,6100 1 i 1 — 13�I r2l* __3T7_ 13-1/1' 3-1/l./". 13-1/1" 010 .,t �0 10 . Spec fied either in the stud table(s)orrelevarit notes. In Such instances, any of the followi ng three options may be used to resolve tire conflicting thicknesses: a)The 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 —SISF48 —(46)16d TOTAL FL CoA Number 29015 C, (301/'--1 2-1/2"SDS SINGLE HDU I I I I ill I,e —— I C.L� __--- . " 15, 1-3/1" SEEPLAN IVA thickness of the adjacent wall fraining my be increasx-A so as to conceal the thickness of the Column within the wall;b)The adjacent wall may be furred-out to a thickness boardS/lLimber,joists,posts,etc. -shall be pressure Freservative treated to a level rated for the specific application. Borate-based treated wood shall riot be used as/flor 1%)91760 (56)16dTOIFAL . . ::� WZE .. . 1 CS16 2.(30)Y-.2-1/2"SDS DOUBLE HDU I 1 (2)I" — —_��SEE PLAN X/A 0 SHEET � - similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The colurrin arid adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the marlufacturer/treater,,Ind approved as adequate for the (30)Sdi"(26)10d TOTAL I 36)Y--,V2"SDS _�MGLE IIDU I I 1" I I 1 5," J 15' — 0 go 9:9 N column"wrapped" with a finish material(i.e. gypsum,etc.)and left serni-exposed into an interior space within the structure. Additionally,iftione oftLe three application. — 1 15" 3" SEE PLAN �.) C..) - 4 ;_'� . SPI14,-6,-8 NIA Q 0 Q Ar I . (12)10dx I-IP" 1�(36)/"-x 2Y,"SDS DOUBLE tIDUI4 (2)V 1�� _75-- - — _" U , I aforementioned options tire considered to be practical,are engineer may be contacted arid requested to provide additional analysis to determine ifan erroincered wwd It 4' SEE PLAN IVA W P � V HPAlID22 (23)16d (16 Hid I I-I`721" 11. SEE PLAN . W � -WP)or structural steel colunin may be used within the allotted wall cavity. HGTI�E(,73 (2)KV _7_� _14 = g,4� . (E 2. All interior wood,,Ind wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP-I (12)8d x 1-10"TOTAL "' - — . I I-In" . I C1. -_ q � — — o E_- nar.i_ (2111- I 9 - L-,CN— I I C.L. (O C) U'60� S 1 A35 12 -1111117AL _ - __ 13 1 SEER __,. I 1-1/1" T)11�I 'FRA-MYNG"and"FRA,NIL4G-TO-FOUND,vrION'coNNEc-roR SCHEDULE INOTES, — �d I ! 3. All fasteners(nails,screws, bolts,etc.)less than V2" in diameter and in contact with pressure preservative treated wood shall be either hot-dirped galvanized(HDG)or META:20 (12)10dxl-1/2' GUARDRAILS,fWTDRALLS AND SUB-AS_SE70,113LIES/CONiPONENTS THFREU� ' Ili I I - 14 Cn 1 (12)10dx 1-1/2" Y FOR AFR-T�),FO(�ND CONNEC-110,NS U,4.0. ROPRUEDUA ..it k 0')� HETA20 - �A 9 E" C� t 2� ..............� S __ - 2)ALL DIIIIENSIONS(ROD DIAMETER.ENIBEDMENT,EDGE.ETC). Al WITH APPROPRIAT&APPLICABLE FLORIDA PRODUCT APPROVAT(S � With the application an(Yor corrosive material. The exterior use orally material treated with a pressure preservati Mq M INIm U,',f D ISF,'.NCES U N.0 I 1 in ,I (POSTS BALUSTERS,ETC.)SHALL BE CONIPRISED OF EITHER A P OP FIELD FRAMING stai less steel (SS). All metal fasteners&connector;exposed to weather and/or ill contact with corrosive materials shall be rated by the MaTILIfaCturerfor compatibility 1)USE SIMPSON AT ACRYL Y-NE TWO-PART EPDX SYSTE' PR rV I Of 4 , i ive treatment containing ammomia shall require the LUF2-NIASONRY (16)16d SINKLRSTO TRUSS, 3)'DOUBLE'HOLD-DOWNS REQU IRE MINWUM 3-SPACLI�GRETWEE�ATRA,NCIICRSU.NO, OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL 0 1 (7)Ilillx 2-1/4"THEN SCREWS TO WALL Lo EDGE DISTANCE DIMENSIONS TO BEMEASURED FROM THE E ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.Vf , 1. Limited elements or areas of the design(s)depicted within these engineering documents may include tire label or reference"field frame"or similar. At these confined exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require die exclusive use of SS LX rERlCR F F.T., ;1-4 ,-,4 1 i � loca _ACE OFTHE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT ANDOR SHOP DRAWING(S)AND ASSOCIATi! 0 V4 tions the enameer has deterrilined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include cormectorsand fasteners. NITSM 16 (7)10d or 10dx T-_1/2"TOTRUSS, C,MU WALL TOTHE<OF THE ATR ANCHOR . V I DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BYTHE E.O.R.PRF.( 1 NT 13 'to CONSTRUCTION. Z >, . I (t)1/4"-x 2-1/4"'TITEN SCREWSTO WALL 5)MIN EDGE DISTANCE DOES NOT APPLYAT INTERIOR CURB LOCATIONS ONL Y IF THEMIN.EMBEDME, = 0.4 - stairs and/or landings,plant shelvos,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or HTsmT6 (8)Hid.,10d x 1-1/2"TO TRUSS, MEASURED FROM TILE LOWER SLAB ELEVATION � — 0 . 1 (4)IA�x 2-I/V TITENSCRFWSTOWAL 6 ALL PARTS I MATERIAL 3 TO BE IN S7AL LED IN ACCOR DANCE'X I FH`M ANUFACTU RER'S IN STRUC`rICNS& accessories. As such,the engineer has deferred tothe contractor or other person or entity responsible for the execution of the construction depicted herein to create his or &fasteners shall not be combined. Use only SS fasteners with SS connectors. D I IRECTIONS . Cn Q , 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAY-._,HOD,etc.)connectors L M Aq 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 lawp, Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. H16,46S,-16-2 1(2)1 Od x I-Ia"'TO TRUSS, 7)ALL NAILS SPECIFIED ARE-CONENION-SIZESUNO. � k i I 11. I : i li i i _�� I Th an n a n� en e 'in ] I ae"s ie Wal 5do ou w`hQ- : I cum I' I g ' a documen ,is an' s m ' I service and are the hy-Ic-I and- I F,P,. q of Th. .stil.Group,In.-- Or, .1. . d e 'In fit -rd the "oI,., . I c a rise - P,m -.,9 in m'evocable - .',den I ed h - A "';a .�a.be. nt.d 0 u � e ..r B 9'. I ffie se (in e's.n or entity identified below to u e the ,..t,.. ",of service de"cled.,I h,n ffi,.and _..I to F= � s ,.,. do��m is ne I'm _a i�c r �e ._��, ,�_ ___ ____ I I - �) � � 4 11 MEMMUNNEMEM I �,11 5 1; rules,codes,etc. and shall be to tire executed to the satisfaction of the Building Official. . 1(6)IA�x 2-1 A"TITEN SCREWS'to WALL 3)MINIMUM ROD SIZE/GRADE,EMBEDMENT a EDGE DISTANCE SHO1.VNONPL,1�N SUPERSEDESTMINIMUNISSHOWN i g I I FGTR (18)I/,V-x 3"SDS TOIRU ls, ON TIT IS CHART k:FAINWANIONFASIM 5. Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in Outdoor or other potentially corrosive (2)1/2"-x 5"TITE1,119),sTO WALL 9)MINIMUM EDGE DISTANCES OF 4'OR,'IfORE REQUIRENIINIAIUM 6�WALL FR,1,1,ILNG I I al for continued,long-term satisfactory performance. MSTAN136 (8)I Od TO FRAMI�Nn,, 10)MINIMUM 8"SPACING BETWEENMETA-11HETA-ANCHORS U.N.O. __ enviformients or applications is essenti, I I 0)1/4�-x 2-1/1"TITEN TOMASONRY I I)MINIMUm 1-1/2"EDUL DL13TANCE FOR TITEN SCREWS � � --------,--- -- I2)MINL%IUM,V EDGE DISTANCE FOR 11TEN HU, � � � . - . . � I I i THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 - 2 - 3 - 4 - The Groulm Ar.e,&Cap� Designers Engineers 25'-0" RODS AT MAX. 6'-8"0 c I pI I 7 -'-- Ijo �— 0-- -- --------r ------ --...----._. - ST2 I N_\ a, HB o O O O D O O 1 'I i. II W II W W .! W W W Lu 'J I� I I �i ,tirT-tel I I -- CJ01 Ij j it CJ41 C3 ----- -------------------------------------------------� iI � r___ I I1 (�Q CJ02 -__.— xi✓:. j Q^ C.J02 J' W Ca03 % - �I f ST2 I - --_ ---_ ;� --- CJ03-a O Q " w i � U) I =a=---- - W<Lu C_) Q O J T0z - Q O Q -- I 1 I - 1 Q ' I --- -- - U) Q O O �7 --- -- -- I- 1 -- ' N t -_ __. �. Z<O 4" CONC. SLAB REINFORCED W/ i _- _�__- __ EITHER 6x6 10/10 WWM OR FIBER I - --------- __j -- -- __ Q W i o MESH ON 6 MIL VAPOR BARRIER ' U -_ - _ -- -- -^ - ITl 0 w °, ,v 1 OVER CLEAN, COMPACTED FILL. SEE - ----- v -�W r N C� co ARCHITECTURAL DRAWINGS AND i -T _N _ �+ ' SPECIFICATIONS FOR INSECT AND Q U) ou I �� Q Uj C� i DECAY RESISTANCE CONSTRUCTION i O Q O PRACTICES. PROCESSES AND I o o w Lu �. TREATMENTS TO MEET APPLICABLE ; o N - w -- I— f 0 W _ i CODE REQUIREMENTS. i L, --- :. - � =Q y O QW I i m :< C11 Q �Ld w I .e ¢ I C3! 0 V) i ; r `L O CD Z , I co 1 I F N I Q WOO i E. _ 1 I - _______z r � -- 2 W I , ¢ ^ ------------ VI - Q ST2 o o - 1 ST2 1 o I m 0 Q U) r'r EL J- T0�4(16) � 0 Q W __- cDO I i co '� z--ry O i I ( N r- ._- .__ -— z Q l� O t j J LLJ I ; L _ Q U) 0q ~ I 1 I i �y CJ w I - - -- -- _-. _- i N i F-W i— �— I I cp CL Cq � I 8 10 < I ST2 I C) I i t 8710 WALT_ ANCHORAGE LEGEND -__ - - _ C -REFER TO DETAIL A/81 I •'------------ ------- -- ' DIAMETER FULL-LENGTH THREADED ROD ANCHOR _ - -- — - -__ _- (2) 26_eQ �-1E3 - - -- �- ..,I-I I - 11 THIS DOCUMENT, ALONG WITH Miiil I '; I, 11 ___17,-7/1- 1711:7_(_M_1N_._)_(_24/IG ; , ; li ASSOCIATED DOCUMENTS, IS AN HEADER, ADJACENT TO , _.__ --,----- I - OR it N----_-_____- ----------,- .1 TOP >- P I -Tilir--- ----- T",_____ �i INSTRUMENT OF ENGINI THICKNESS EDULE I i SPAN INDEX) APA ER CALL ., --x�- + t I ,, 11 TECO-RAT1-_D WALL SHEATHING . SPH4-6-8 CONNECTORS AT 1 I � L i ___T_ �11---F----- .�7 SHFATHING I! : I l'i �� lx�+ +-I I i; �j l - I I , Mi . . ; r TOP >-TO-CORNER POST !: � ,: I :i !� .I I 1 I it SERVICE FOR THE EXCLUSIVE USE ,I I 1 : ii I .1 ,I i � ,: .. ,, i: : .� I 1 , 1; :i I; ill w/(1) RON OF 8d NAILS 0 PLAN. - I I . 11 l� ROOF S EATHING "WALL SHEATHING' [I __ (3) ROWS OF OF SHTN'G (IN TO ASSEMBLY AND 0 TOP P! i ii 11 .; ,� I I ;� 1: I! AT THE PROJECT TITLED HEREIN. ,I I I ... � - I '�3'ol AT TOP I I I. -- it : .I li .� I! � WIND _(,uppart�d 24-01CMAX.) (Suppof led @ 16'Ol MAX) ,l � 10d NAILS 0 8' I 1\ MAX 32"ol,' 'k; ,� :; !,! I I 1 it I I .I � � .1 ,; 1. ,I . ! . 2 --(1) ROW OF CA I TOP >) AN D AT BOTTOM OF .. � I I I i i � - i; I I r-. . 0 C., STAGGERED i I I . - - , IN ,,r ,, ,,, I I I I i SPEED& 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING 1: IT Told NAILS ' 1 I SHTN'G (IN TO HER.). NO - L OUTSIDE CORNER OF : I :� �; � it ,! l i r I I �i I I 1 1 I . I I 1 I I I ,I :, ii, I I , 1- AS SHOWN, EA � � 1�� l I ,, I I -( 41 0 4" O.C. . P I I ADDITIONAL>-TO-HEADER 7 \_JU � I I : .I �: "' -�_ERIMETEpj __ All VERT APP. IN END l I LY. i 1, GARAGE. I i I I . . , it I L� I MIN.THICKNESS INT HORIZONI VERT APP. , , 1) ROW OF STAGGERED. 1 1 � I I 1 1 1 I �� I 1 - i I CONNECTORS REQ'D wl TRUSS I .. �I li l; I 1 ![ L I TS, MAY NOT BE USED EXPOSURE 1; I 1 � ,I r i I, I r : I I � (SPAN INDEX) OUT STUCCO W/STUCCO ZONE ZONE I i Od NAILS 0 - 2 D i i I I 6,00i FOR HIGHER I . I :. I L � ZONE END ZONES APPLICATION 1 1/41�" OFF 1 5/E I` - I 1 UPLIFTS + r .131x3' TOE- OR END-NAILS :� I �: I ;� 1 6, D.C. 1: . I I <OF 2x6. � I (1) DIAG. BRACE OVER MIN. (4) ii it I FOR OTHER Wl OR 1 5/32" G7 I 2' GY I 2' STAGGERED, �o UPLIFTS U3E CONNECTIONS AS I -, � 1 I I I I . ---__771-G, -7/1_G1 N - 0 KING-STUD TO HEADER. I� !; ii I t : i . 1: TRUSSES APPLIED TO BACK SIDE OF I I I . I i. SPECIFIED ON STRUCTURAL I r I i 1. i� il I I I PROJECT(S) WITHOUT THE . 2 1' r .1. ; 2xIO HORS. USE (9) NAILS, '' I . �, ; ;� 'WEB. CONNECT TO EACH TRUSS WEB 1 I : I - � 1 1 1 I I ;I � � (2411 G) (24/1 G) (32/1 G) - I WITHIN 3/4- 1 PLAN. TRUSS TO >CUPS TO IF THE INDICATED EMBEDDED � 2xl2 & ENG. WOOD HORS. �; APPI FRONT SIDE I Vill(2) NAILS. INSTALL DIAG. BRACES it I EXPRESS WRITTEN PERMISSION OF 11 d @_24'OIC MAY) �1 'i OF CENTERUNE i BE ATTACHED TO SHEATHED ' STRAP(S) ARENOTPROPERLY � I;_ : .I �I I i �I _//I G11 - : OF 2x4 I I �I : I I! i I OF WEB -0 I I II15<132mi ;I � - / USE (12) NAILS. EACH END OF CONT. LATERAL G7 1 2" Gil MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING I ,t I - �; : , it THE PROJECT ENGINEER IDENTIFIED -B,C,&D :: . �t I WVITYBECORNEf ,I CAST-IN PLACE, THEY MAT M : ____-- I i I � I I I ii ; EXP (24/1 G) �; A I-a� :, /., REPLACED BY THE FOLLOWNGi --(1) MSTA-SERIES STRAP 0 :! : i� ;��,',, BRACE LINES & 0 MAX. 20' : I it if I � HORIZONTAL VER AP . INT I� I I GARAGE. I INTERVALS BETWEEN ENDS. I i I! I I BELOW. I ; I . I I I I I .I 1 1 I * �I / (1) HTT22 -- i. I i I I. � I� �, _ I - APPLICATION OUT STUCCO WISTUCCO ZONE ZONE I 0 1 i - 00 11 .131x3" TOE- OR END-NALS EACH JACK-SIUD TO it I i! i, I ii � I.:::��,I :; I . I I, , I . . ./G., I i r I: HEADER. 2xIO HORS. USE ; / . , . r . . .1 ;!I 1 5/32" 1 5/32" 19/32- :� 0 KING-STUD TO HEADER. ; [I ! l i REV DESCRIPTION .I G7 1 2- IS � ,I 18' STRAPS, 2x`12 & ENG. !I � I, I'. !'I I ; 1 I i; ,; I I. it I ,I I ii I !� : 1 1/2" 2 I 2x1O HERS. USE (9) NAILS, iq- +_ WOOD HORS. USE 24" t � 1 s I 1 I I !: ; ;[ 1 5/8- 1 i J il I i I 1 (3 211 G) i(3 2/1 G) (40/20)-- 1 1/2- 2x12 & ENG. WOOD HERS. i I ; . . 1 �.. I� :I 11 I 11 WW&DOED �1 i \\\111 I I 1. q, .. 1 - BLOCK ALL PANEL EDGES 3d RING SHANK PER R803.2.3.1 OF'04('06)FBC-R: MIN. 0.113" , - il USE (12) NAILS. .__ __ -- STRAPS MUST 1; I i I*. i i I l , i I. I I� I l� ,I . � I .i . * I [a Iff gR svp 0 SW ad M MUN&I CONTINUOUS LATERAL I ,I IF LATERAL BRACE MUST BE MADE OF IIIII, MIN. WALL SHEATHING & IF NOMINAL SHANK die., RING dia. 0.012' OVER SHANK die., 16-20 i I I W) (24/16 SPANl-� BE INSTALLED w/ADDITIONAL 1 i I I ; I - 1 I -_ - /16- THICK (MI -1. I' TY AND 1 i I . I !� WALL SHEATHING. , ... - WOOD-fie ANCHORING RODs.[ - _ I BRACEQUANT! I t 11 I; 1; - PC. OF #4 REBAR PER I EC NAILING MAY BE OVERRIDDEN RINGS PER INCH. 0.280i FULL ROUND HEAD. MIN. 2' LENGTH. .1 WALL INDEX) APA- OR TECO-RATED i: J ; I t t I ;I I: 2 - ,I ITYPIQ CONNECTIONS 0 ST[a SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN i PER DETAIL B/ST1, AT __> .. LOCATION DEFINED BY I I � BY REQUIRED SHEARWALL ;I SIMPSON INSTRUCTIONS. 11 I� i� I OVERLAPPING AT LEAST 2 TRUSSES ,� I, COLUMNS. ,IAC -TO-KING STUQ SHEATHING-TO-POST W1 MIN 8i 0 12* O/C OR GYPSUM-TO-POST W/ : - WALL SHEATHING wl 3"/12"u/c !I TRUSS ENGINEER. il i j. I 1 I I ROOF SHEATHING PER SEE P/ST1 FOR BOTT i, EACH END OF WALL 1, �: i .I I .I - NAILING (SEE F/ST1). POST, EM. ll Bid NAILING, EXCEPT WHEN NOTED. ... CONNECT TO EACH ,I I , 11 !t . : TABLE, W/PLY CLIPS BRACING REQUIREMENTS. ;I ASSEMBLIES, J MIN 5d's 0 4' O/C� IF MORE THAN 3 PLYS ARE USED, CONNECT EACH 1 I SEGMENT. WITHIN 2* OF I I I I� 3 - I I C9 I! I � I, I t RNER_ '!� I I -SPECIFIED NAILING REQUIRED FQR IdIdG,A5 5FE.Q10i ... I I BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF I i I r I 1 1 (4) .131x3` TOE-NAILS 0 EA. TRUSS/ I TRUSS MEMBER W/(2) It �I I :I ; ; i ON TO 2 P1 YS, i I JACK-/KING-STUD I RAFTER ENGINEERED TRUSSES OR .I EVERY PLY IN AUDI I, EDGES will 2x BLOCKING. = ,23 STHD14 ATCURB WALL ;! NAILS li i :1 � I ,. �I I I it I: ; . 1. -MIN. 119i -10-TOP PL. IN ADDITION TO ASSEM3LY & CORNER POST : ------ it I 11 I I : .: l. . I (DTL 2/ST2) I, , I: 'I ` - i . I! t ii � it I 11 1 i 11 I :I !� � I ASSENI ROD 0 CORNER (1) STH014/-RJ CONNECTOR Q ::-, H i i L. .t ii LOCATIONS. EITHER !I I �� I I CONVENTIONAL(SOUD-SAAN) I I . I ;I I I I :l =4 - 40 20) VATH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE , ,�> 4 .I it i = . TYPICAL, ALL TRUSS& I I I I MAY BE INSTALLED TO JACK-/KiNG-STUD ASSEMBLY- MAY BE USED AT i i I :Z I 1 I q; it I � I I i I, I I I. i: � I I � I . I I EITHE SIDE OF COENEH. L I I i ;I .. I l ;I SSOCIATED DELEGATED I TO-FOUNDATIl _41 NON-CURB WALL (DTL i: ,� :� ; 1� 1; I l I FRAMING. SEE PLAN, LAYOUT OR NOTED OTHERWISE. RAFTER BEARING POINTS. ENGINEERING FOR TYPE. SIZE & MULTIPLE PLY-20ST CONN ON & @ CORNER " i Li JEC ,: EQ_$_TA�y � It ; :. 11 I! I i Q_NS I I � I i I _� I/ST2) LOCATIONS. ,I l ; - I � I .I !i i 1, 11 The .- [ ; I I ; I I � )N OF MEMBERS.. ,� I FOUNDATION. (MAY BE USED � '\ It I I 11 I I! 1! I ORIENTATH .. NOT TO SCALE :: � 1, I i I : :, I I LL WOCIO*T[e RODS) ,I 1". 6 U im;t , ri !; 41"#A ; G i L, I 4 .I- � rl 11 ExrEl AS 14-ITED `,N STR-j11,j�,'Ai- Pi W�IS'l ;l __ ___..___.____._____ _-----------_------__--- - � - I - - -- _�_= - � ; ,____�'L.___________2L_ __I - _14L . --I-_-- ________________________ I, ---.--- _________1---_ .__1_._____-__________________ - - - _: -__ i I INTERMEDIATE SHEAR E -______-_ '' ki ___ -L (2) 2x( ) #2 SYP TOP PL.. FASTEN PLIES I > _1 J ANCHOR BOLTS PER �-----------_ --VIL-----------_K_____ , -1 it--- - - -------------------- - I TAIL A/ST1, TYP. I: :I r�,,,,Ei�Tl,t!,j I FASTENERS, PER Sit I L DOOR(S) SHALL BE ) DE I I I: -If -,LP--! 11. '------------ _- TOGETHER wl (2) ROWS .131x3" NAILS 0 !; LENGTH OF CS16 STRAPPING w/MIN. (10) Iod r + I CASTILL. I � I.- -1- ,I , 7 I :I R ATTACHED TO -T � - LA :j INTO EACH P ,, _ � ., 6��T ; HT LY OF SILL & HEAD(ER). EXTEND .I TIPROPRIATE FRAMING MULTIPLE TRUSSES --- �I�_��5 ------___-_----_______ 12"o/c, STAGGERED / MIN 24 / I ' I: I SCHEDULE ON S-SHEET(S). I .., ii I ______CT--H&i �lw I ,; I CONTINUOUS THROUGHOUT MEMBERS ___ ISE PA51 or-68 STRAPS I.L.O. STHD'. - O/C MAX 1 __---,--,-__- MIN. (12) .131x3" N LS N EA. LAP. HORIZONTALLY ACROSS STUD ASSEMBLY& . . i ------_______ !a I I li-�4' __I;, H6 - - - -- - it BLOCKING, CONTINUOUS TO CORNER, FILUNG ALL I 11 FOR TRUSSES 0 24 !I Group - - II-___1 SPH4-6-8 0 MAX 32"o/c, 0 PL.- -STUDS 1, 1 1 WALL SEGMENT. AT STEM-WALL APPLICATIONS. ATTACH TO I! I 1i ____i,� l,0,C, SIZE : 11 AF[orida(Z�p,wti �_. _�1141"� -L - ______----______ 1; - 4 STRAPS @ HEAD(ER) & I � ___- I- - NOT REQ'D 'WHEN USING WOOD-rie I� HOLES wl Told. (FYP (2)2x( ) BLOCKING I MATCH , APPLICABLE i 4Tc:__�,_:�� -7�r H.-I.-I ii � W00D*T`Ie ANCHOING RI 111d ** [: --- I ,-------- -- ,,----- - -- -: I I -------.--------.- I STRAPS 051I OF ADJACENT FRAMING (STUDS). �; I . ___5 III 1, ,- - , -, I I 1 I I , I I I ____�.V� ANCHORING RODS PER DETAIL B/ST1 i I 'd 2 ) 'IQ!n __`� ��11 i: .� ___________- ------,----- 'r ,� I; 1�--_------ _ l TR FR IN'; 226 _ 4 MA AQ1j0_tIll(M ALOF626NNEQ 1� .1 0 Desi ners � 1-1 -,-2_1 I� -1--_ I - INSTRUCTIONS & � 1. _,___�_-11,11:�,17_____,______________ I 1-I- ,. ; ,4 , �, �.-.. -21 I .. I - -_______ , 0�� "Ar_,;��_, ,�4,- I I: i i 2 i t . I (-;",.jii�)� 1,1)_Wlf,,��,,��'__T��l I—' 2x( ) #2 SYP SHOE PL w/ (2) ROWS ; .1 i I it. I I I 1 DIRECTI I i _� I. I, I: t� 9 - �_____________ !i I I ;, I I - i�_I_`1�11'I,L-.- 12 i -D.2 70 ��_T' 0�7" ,� � I i . I I I I - .. � I I, i� ENIN It I I `0 I i; Engineers 11 1H 1 t, I - k 1 , � 11 4 1 1 1 1 ;; I ?T,._'_0_;� ,',i�L'i �E� ,il,';j_JUR�j PLA�� - APA- OR TE( D ,: �2 �'; 4 4 1 HEADER PER STRUCTURAL PLAN 1, I SEE DETAIL C/ST1 FOR (VERTICAL) : -- - . i, � MIN 23 23/32 t ,4 I ! �i It : - j � . . ______ -1 �',,it 11 11 OF.13lx3' a 12"o/c. ; :, �, �', i 11 1,�� HEADFR-TO-STUID STRAPPING 4] . ; .I . -2nd FLOOR WALL ;I - - �,�'-A I(Illl-1, __ STAGGERED. -ew 2E I i CH TYPICAL GARAGE DOOR OP GY-ERAMING DETAIL - U.N.O. L44��11�! [ " 11 11 I- --- .1 . I ,__ � 30-RA l� - , I __--------� ______ I il " 1 STJ) 1� � I 655o Rooseve � , I ll,Ixk�i j , ill -1 ) ,/ I� __�,I 1 1 1 ! ;: I 1 I , I I ,, .__ T&� DECKING(24'o/c STURD - i � � ___ I, NOT TO SCALE I . I. I� � � ,, ABOVE it BIV(l 1-11-Ol / I i 11 .� 11 _�lll\ ; l -\ 11 , � ! i.;: 1. , , 14 SPECIFICATIONS. I 1 � I I I I; � - .. 11 ---,-,--,-----.. , - �- I It 1 1 1. I WALL SHEATHING I)Tl EXTERIOR WALL 6"/6"o/c III NAIUNG & APPROVED I I . i: � I� . _., ____________ I ; I JacksonviRe,FL 32244 - i I --.----�= -_-_�_- -- - --- - ----------1 �I 1 Co��TRUCTION ADHES1 - I I .1 I;;lPi_____. - � .i -1- I---- - - 1.11- -_ I � I SEE TYPICAL WALL I t FASTEN FLOOR I �, i I__-:7-� =---___�- ___________._______-___- ,r - ___ - __- ;1 I I I � . � . 10% r, I. I - " 1 1 �I , 1 -3/4' 'Width Pieces: . �I I I I .EXTERIOR STUD WALL 5 -1 V__DIE & L==2�ll�=:A I I ___T I 1 T7� 1 � � � �. SEC71ON (A/ST1 --__>,i� : (904)772-6100 STRUCTURAL SHEET FECIFICATIONS I -J =�== MATCH SIZE, GRA - __--- I -_711!� r 1 1 iAT EXTERIOR DECKS, LEDGER 1 1 �. ) FOR DECKING (PER A/STI) 1 i ----+QUANTITY OF ALL 2nd +__ __ -1-7 -:, I I . �, ; � " I . i I I I I 1 4:�, __. -,' _ET EMRIOR lWALL FRAMNG -- ----- I 114 11;J 11 SHALL MATCH JOIST DEPTH (MIN. � is . i� I ` .- 11" �f P � I 12d (3-1/4') nails 0 12' 04/C' . . :";' I � ', � i - Minimum of(2) row I ! ADDITIONAL SPECS I !i � - I I � 11 ! -TO LATERAL BRACE W1 i, FL CoA No.29015 ��,,_-_-'� . I . i I q �, , , - Minimum of(3) rows a & :, I I I I .I i I ; ;; :;;�L 1*�� I �I I I . 1� FUR TUD COLUMNS wl � I + I - 11I 4 2x8) AND BE ATTACHED TO EACH , " It f 12d (3-1/4") nails 0 12' lu�c for 14" 1 1 1 :I COMMON NAILS IOR UEARING WALL BLEJIN SW8 k. 11 I ' ,\! L� I I JZ111 (4) 10d __- 'K C IN FUR Sy�, I L! I L 1: � � i, 11� 1pi. NAIL THROUGH A.P.A. RATED SHEATHING I ;:deeper. � . �I I 2x4 PLANK ORIENTED I I. I J 11 16"./. (MAX) VERT. FRAMING wl i :I T-BRACE FASTENED TO i ! , l! I I I BEARING STUD-WALL SPE I !� INTO FRAMING W1 Bel AT 3- O.C. AT ALL - uIre an additional row of nails ilthen no!] size �. :I i I I ,! AND w .. I J � I i� * Nailed connections req q i .I LATERAL BRACES 0 24" 1 MT. E 7`_,� I /let FLR-Ui ; I i /Z I ilY."dlu SDS-SCREWS - 3- LONG I WEB W/.1 31 x3" a 6' I I : I 2x4 DIAGONAL 1 . I '. � � ,-��r----+ I I EXCEPT AS NOTED ON STRUCTURAL PLAN( � + I il+ I, , 1 I I t O/C TOP AND BOTTOM. I i �L �t�.101',,NABLE STUD � I . W �__ I I: i - EFFE i:_117 - __ I-I"-+ i I I I J!lF DkCTLY ATTACHED TO , . .: is smaller than specified above (min. 0.128"X3"). I O/C. T-BRACE TO BE J � i BRACE 024' : , STUD COLUMN U.N.O.. - -1 - - - _ I I . . I i EDGES AND INTO EACH PLY OF EACH I I _ ====4 �__ ==4 :� I 1 DOU13LE INTERIOR PLATE, 12- O.C. l 1 I; I I " Nail from BOTH SIDES of 3-ply members i _I1 . I I ; I TqH1_,F. � r2jf-- ,� I I FASTEN TO FLOOR TRUSS I ,: ._, � " I, I I I__1 -_- F_ � . I ill l�FRAMING, 3-1/2- LONG IF SAME SPECIES AND ,I .....� ONAL I TO 12-1 1 a 2x4 l INTERMEDIATE FLOOR SYSTEM - ", � /2" Width Pieces AND 4-p 1-3/4 Width Pieces: 1 2' J [� �I i: I W/(3) 10d COMMON _____.__.___ -_ O/C DIAG ; TO Ill 7�45.I F I I _0 APPLICABLE TO MULTI-STORY BILL I i� I 1 - GRADEAS WEBTO BE 1 i l � i . - r - I I h VV I < I 9 -,> BRACED. SIZE OF MEMBER ;I % TOE-NAILS. BRACES TO i - � I I BRAtbEfO I It W > :. i: I To"._, , . 1 FOR OTHER UPLIFT HARDWARE AND i I QUANTITY OF SCREWS: Q: I 'i 3-1* Minimum of(2) rovl F- /2" bolts 0 24" a/ 'e- I; L 1 �71- II Irl I I ELSEWHERE. 11� 1 1 ` �q I : : W I I . . __ I I I ,I � i: � d i 1 2 SW STUDS 0 12'0 ONLY. SEE PLAN, LAYOUT, OR .i -, - I I: , . . M Z . 1 IIII! 2x STUDS 2�"`[ 1 .I AS SPECIFIED BYiTRUSS !i EXTEND INTO FLOOR 1 . I LATERAL BRACE 1, 'I I I 1 (6) SCREWS I � rl�,dil_ I . I� � . . --- W/(3) 10d q, 11 ASSOCIATED DELr R 11 11 I 11 it !!!I CONNECTIONS, SEE TYPICAL WALL I 2x6 LOGR - I I - I I I I 1 I : , I ; I PER TABLE. ;I " - IT - SYSTEM (1) BAY. I ! , . -GATED ENGINERING FO r ! . 1, It i� I i I 1- I I I I I i: I I :li�) FRAMING DETAIL. �i2XI2 LOGR, (8) SCREWS � I I I 4,_ - � I ;� I X4). 1, 1 it I: �: � LATERAL BRACE I OC � COMMON NAILS BRACING, BLOCKING&INSTALLATION I 1 i I ,, I , " i t Al -_ACH END l� w/ CS16 STRAPS . ,i It I �, i : I 17, I � I r I-,' . I STUDS (OR BEAMS) I, �,, i I;,� ;I -X I . �: AND TYPICAL HEADER '2xIO LOG L 7) Wi � 12' 1 - I DESIGN ENGINEER(MIN. !� � \ ATTACH 2nd FLR STUDS 'IV TYPE, SIZE &ORIENTATION OF MEMBERS, J1,Il,,h �4 I r4 SECTION i ---L _aOI � - i, 'i I! '. I I I I I E I OCATION -, T - __ i i 1� " ,! I, I I DETAILS. I � 1 I I , , � , I �, , - - - I � : . I - i� I , , ; I I i - K, � !' #2 SYP LEDGER FASTENED TO 1; I: , , ",� � ii I� !l \ LOCATION I I , I - I 11 I � (28" + DEPTH OF FLR SYS. IN LENGTH) I , I, (2)2x( ) HEAD P H N AT DOUBLE INTERIOR . � , --',, i � I :� - 'ON TOP CHORD. . I ir F .i 1, . , ]� .. .: I � , ,I I I: . �._ ,� 1. - I I i 1 1 ii I MAX. 32'o/c l (11) 1Od/END, AND SILL , . . SILLS/PLATES/BLOCKING, NAIL FIRST 1i i:MAX) STUDS w/.131x3 _,_� : 1 �_ I I . I i � 1 � :, . , �I I� \ It i � � I K I GUN NAILS 0 EA STUD ,I - �i 1 1 I 4� -, . �I MINIMUM WALL STUD * I I (TYP) 01 I ATE W/(2) ROWS I I : 1 I I I - - --r__�> -1 I: I i S., TYPICAL. INT. i. 1�1 i I 1 1!I ,� i I L' � -' .-_ . !I \ . I I .; , . I ; L I 1� & EXT. WALLS. NOT REQUIRED q. I � .! - i , l. I 1 1 I I SPECIES & - i. i I - I . I 1� i it GRADE, ,i 1-11 .1 i I INTERMEDIATE FLOOR WHEN SIZE, ,i I i:� � -1. _____ 12d COMMONS AT 8" O.C. I I (TRUSS-TO-LEDGER CONNECTOR I, ;i t"-"_i,1 it, I '11 .: ;I �, l I I USING WOOD*Tie ANCHORING RODS SPACING - . -. -� �, SPECIFIED BY TRUSS ENGINEER) . I 11 I , ` ,- . �,: i 1 ! I, .I SYSTEM z 1 1 PER � Affiie . I4if_=E!��z_' -, t I I '' ��, _ I :� I - � I li��l ��" - -1 I SIDE PANEL HEIGHT TO I� i I I i , . p . 1[ i i :� . I, 1 1 U.N.0. ' l " i I .I I 1 DETAIL B/STI TYPICAL, � i !! f I :, i i � : 1 I]RUSS LEDGER & QONN l PER TRUSS) i 2i� q I I --1 1, �' l . . .� I l i I i I WIDTH REQUIREMENTS � , ,. � I 'I ;i FIT 2x( ) #2 SYP SHOE PL.. __�'\ 1 I I � -_ :; ; �� I 1 ," �. . I I I I . , T . !l I .I :1 : I I 1 INTERNi SHEAR �� I I I I IT It MIN. w it rR�#0-776..........2x6 Iii NAILS 0 EACH STI.P. . I I [� ll I ; I I I I . � 111, I CEILING LINE I FASTEN EXT. WALL SHEATHING , :� �, . . ;I I i 1-1 I- I I . I I SPI-14-6-8 @ MAX 32"O/c 0 A r i SIL I i �; i I I i USS WEB REQUIll JKA`.,INU :; :' , 1 I FASTENERS, PER I. 1, I 7' 2'-I" !1 77-1241.....2x8 w/(8) NALS 0 EACH STLP. :1 I ,��, 1]. I. I it J i� . 1 4 I: I I i 1 . I I ,,i - I TO TOP PL., SHOE PL. & RIM or -TO-STUDS - NOT REQUIRED �i 1 i 6� ,, I NNECTION OF MULTIPLE PLYSOF Ir ]I / i I > SHEAWCONNECTOR I� I . _1,2,A2ti-_J,%2_?�_tz 21,", J.&A.F_Va._VUD. i - I l I It RIBBON wl PRESCRIBED 'EDGE PL �� : t 4: 1 . i (9 =7 i . ,i / NAILING" � 2 � �! SCHEDUUI .I . - I . it 1 I! I . K I : r �; - . I I I I _� V-5- . . r: I WHEN USING WOOD*Tie ANCHORING ;I & . I I SCL BEAMS U.N.O. it SIZE/SPACING. I �', 11 I' S-SI . I , k LEDGER DETAIL : ST1 - ! � � I I li� ) . I I I , I �2 -l- i I I I I -�-�� I, : I 171 . , . '. 1 I, I . RODS PER DETAIL B/ST1. . i 11 I i II T TO SCALE 1: " t: i � :1 ! � 11 . - ;; I � " , J . F . i- 1!-r- I :. I t I: NOT TO SCALE it I . -_--i", - - ________________L11_______, . 1 1 , ______ -__ I.------ -I------ IL WITH 4" BRICK VENEER EXTERI 1 I-!- �i L i ;i- -------------- .----.--- -1_ __ _________ TRUSS ON PARALLEL END WALL (NOTE: � I ,_ ,l I I� �- -------------------------.,------�.- __..__________-r_1 -_ - -__-_1-___________ --- -,---- -_ 11 ______- I FINISH, ADD CORRUGATED GALV. I H I 11 .. I 1 111 I I I , I I I RIBBON ON FLOOR TRUSSES NOT SHOWN ;: I - I I I I I : I I BRICK TIES @ 24"o/c, HORZ. & t, " I -1 I - ...... ._ , I I .: FOR CLARITY.) , 1/2"dia X 7" EMBEDMENT i� -- - -,--11 _ .W. � _ ROOF/FLOOR , it I I r :] i I . I -ki) HTT22 TO ATR (TYP). i: SINGLE TRUSS I 16"o/c VERT. BRICK TIES MUST ;; I ; TRUSSES ;I (2) #2 SPIF 2x4 0 EA. CORNER 1 I I I i: ; HEIGHT-UMITED APPLICATIONS MAY USE, i i ROOF/FLOOR SHEATHI�G_ 1; I CAST-IN-PLACE "J" BOLTS OR I , I I ;, BE FASTENED THRU SHTN'G TO it i ;I 11.0. 4x4 POST. (3) #2 SIPE 2x4S �� i I 1/2"dia X 6" EMBEDMENT it I I I.L.O. EACH HTT22, (1) PHD6 OR (2) it I � E, I ----A _____ It 0 CORNERS DIRECTLY BENEATH I ; I - I !I . WALL STUDS. it i I PHD2'.. IF PHD2'. ARE USED, MA 1T�________ I I BRACING NOTES7 EPDXIED ALL- t I FOOTING(SEE TYPICAL WALL SECTION) TCH 1 i - ---!-"I- - BEAM ftEN 5xI3 IS REQ*D. 1 :� .l .I ii ,�; i i � ____J HTT16 ATIR SPECS. IF OVER 1st FLOOR .I "' It 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. I; I I WALL SHEATHING PER TABLE -2'x2"x1/8' WASHERS @ 24"o c. .I 1, - ------- __---,---- ___ -________ _____ BEAM, STRAP TO BEAM w/(3) CS16's .I 2X4 #2 SPF LEDGER M I I 1! HTT16 & 5/8-ox5-1/2- EMBED I 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR i 1 ,i It 4 i : 11 SEE SILL PL. SHEAR CONNEC R :i (3ply END POSTS REQUIRED). ;� wl(4� .131 X 3" TO I I; I I EPDXIED ALL THREAD,@ EACH 1, APPROPRIATE BRACING DETAILS. THE list USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA DESIGN i .I .. :1 it 11�- 1 f I i; EACH INTERSECTING I I i (3) .131x3' I -----,-- - - M ALTERNATIVE AS SHOWN ON 1 1 1 - FOUNDATION .: � . CENTER TO CLAIM A $100 GIFT CERTIFICATE. I I - MONOLITHIC-STYLE SCHEDULE ON S-SHEET(S) � 11 !i , I. -1 � i TRUSS MEMBER - I I 1 I NAILS 0 EACH :I --.,----- � STRUCTURAL PLAN. ! 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS !I - : SWB - SPECIAL SHEARWALL DETAIL ! . I 11 tt -_ TOM ) I : it I � :1 � SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. ! USE MEN BOT I TRUSS OR I . -, I li .1 NOT TO SCALE I l; ,I 1, DETAILS PRODUCED BY THE TRUSS ENGINEER. i it -11,I APPROVED FOUNDATION .I CHORDS ON 1 1 LEDGER TO 1i I ]� 4. ALL FASTENERS SHOWN ARE .131x3" NAILS. I __ - it 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT. I : I 1 I DIFFERENT HEIGHTS �I BLOCKING. 11 . ; I TYPES/STYLES. ;I I 1 1; BEAM-STRAP PER*k/ST1 UON I I� � ON OPPOSITE SIDES ;I ii .� �: 11 I I � I i ..I :1 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. I I i OF Wl . rl�7/116- A.P.A. OR TECO RATED ; ,I �t _.- - __--- - ____,--- it l� .. __1-1- ___=___=�---- --,�___=I - I! I 1 I� �I _____ ___ _________ I�,� SHEANTHING W/6-/12�./c Bd I ,-______ __-- - __________._________ ___ - I I I __ - I NAJ6 C C TYP[CALONE- .&. .TWO-STOR.Y WALL DETAIL , ; PERMANENT ROOF & FLOOR LATERAL BRACING I I - ti i I , l, it :� i 2x4 #2 SPF BLOCKIN (4) .131x3' TOENAILS i, it ; I. I I I Go 0 EACH BLOCKING ii I 11 , I 1 NOT TO SCALE ;! ; NOT TO SCAIE q I = 1. !I � 9 I -,-"---- ----------��__�_-�-==� _=�j i 5" < 1 24- O/C, REDUCE 1 1 TO TOP PLATE OF ; \ I I -7--- FROM EDGE OF ., \--OPT. BEAM ABOVE i I -------- -- _____----.---------- ------------� . - ,-_: .; I SPACING To 16- ./ FOR I EXTERIOR WALL � --__- ,--,.--------------.--------�------------,----,-- I I m . ,_ ---- -----,-- - -_______=:_____ ______--,- ---------___ -= __--:=-=_ =____=�_!� --=__- I iAXI SHEATHING/POST c i, t� 1 1 - =__, _____=� ---__ �_______-- I: I Si ANC 12* a/c FOR I i 1 _,_� I I--T - I i i ,; 1�. , I j �_ _1 _J I -----.--- ____ . I ,. - I WHEN THE HORIZONTAL DISTANCE FROM THE 2A,T #2 SYP OUTI.OOKERS - I " - _� 1 1 -- ,---.- -_ I Swi. 1 1 !I - I - � I GABLE TO THE EAVE OR SEAT OF THE 24"ol W/ i; I---- _____ l It LOW-CARBON STEEL NUT FOR Y2'0- �- i�, I - I- D TO WALL 1 ____I ___ - - --__+ I I l -TRUSS IS LESS THAN THE MINIMUM ON-CENTER 11 - __ - �� - I . Ir PEAK OF -, 1 ,� _� CONNECTE I I TI I I I I i 11 ATIR ABOVE ROUND "FENDER" \ - "I I 1 k T !I I l I: !I (1) H5 GEACH OUTLOOKER TO TOP i " . :I i I r I I EXTERIOR WALL ; I , I 11 -- . I ,1 !1 i� . . --BRACING, A I I I --- - I; i I I l ,� l� SPACING INDICATED FOR THE `X CHORD OF CABLE TRUSS OR END i; I WASHER ABOVE 3`x3'x9/I - ;. .1 I ,-L r""M�_ I � I � � . I �_-it I I I ' -r" :� i 1 , I� I I q. I � , DETAILS. I ; i ; , 1 I I 1� TYPE) � j� I -BRACE AT THE PEAK MAY BE USED WALL TOP >. , -- - I: 1 1 ; , 4 1 i I BUILT-UP OR - - 54' 1 --1 -_____ SW ( SLOTTED STEEL WASHER. ROD TO '� I I. 'J., I-, �I i, I I - THICK (24/16 SPAN INDEX) APA- OR 1 ,11--r 11 I BOXED COLUMN MAY BE �! SINGLE 'X' - ->24% 0 16-o/c q I ,_ - I AND THE OTHER (OFF-PEAK) `X'-BRACES MAY BE POSITIONED SO THAT SQUARE,,,-' q 1! 01 11 � I 1 MIN. 7/16 I I I—--- . CETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE I USED IN U,U QF 4x4 OR 6x6, I OVERHANGS 16"! !I I I , E I . , I r . l I TIECO-RATED WALL SHEATHING ATTACHED TO . I I I it I _� .T, , I 1 1 l; . �1' I ;I l ; I �i EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. I i I I BE OMITTED AT THE CONTRACTOR'S DISCRETION. 0 WASHER CAN BE TOTALL . I I I 1; � I , ,, . I I I I I . � :� (9 ;, (2) SUPPORTED BY TOP X \ �' FRAMING MEMBERS & BLOCKING PER TABLE BELOW. I I I BOXED COLUMN DETAIL �IORD5 CEACH OUTLOOKER TO TOP 11 f ^ I" : I I - �: ; I q. , ; II I �! BLOCK ALL UNSUPPORTED PANEL EDGES W/,MIN. � I I it I G� . � .,� I r_-_-_--_-.----_-_,-_-.-,----,-.___=_1 I I i ; i IN ALL ROOF SHEATHING I s. ' I: I !, 11 I V ) ADDITIONAL ROW OF 8d - TORQUE NU A607 WASHER TO 30'3; l NOTTO SCALE FASTEN ALL ROOF SHEATHI G OF GABLE TRUSS OR END EA TE I __ __ --__ 1 1 l I 2x4 BLOCKING. ; I '' i !� I . !t LS 0 6"o/c TO DOUBLE , I 11, - r I FOOT-POUNDS AT -TIME OF INS-ALLA TION I ' I I I I@ CKING DETAIL GABLE WAIIL _kNALL TOP >. &I-ol op (,API P WAI I �,I , - I� ; I I I: NAT . I I I I I l� 2x4 BLOCKING AT ALL ROOF-\Ig WTHIN 4-0 OF 11 ;: > - EXT. WALLS ONLY I Ili , i: .I I I I NOT TO SCALE I ALL SUPPORTS w/Bd - (AFTER EPDXY CURES). I l END POST ( I ! �I i SHEATHING PANEL EDGES WTHIN r TO ALL SUPPORT I ___j 4i 1 1 ------ - !�, i� I OF- i , � i 1 4'-O" OF CABLE WALL J\ 2x #2 SYP BLKN'G BTWN NAILS 0 4"o/c :� , I� � ,- ,, I I STRUCTURAL PLAN) 0 EACH E -�---I _ _______ _ -_ - 00 (STAGGER NAILS BETWEEN __,>_�1",, I - "' � I I 2ply MIN. STUD E H STJ I ; , , � �, I � SHEAR-WALL U.N.O.. SEE DETAIL -STJ� 4 t i i ___--,_____- _jNAILS 04"o/a, , ,- ----= ____, __ �_ - - . . -____ - -- __� , I _� ---- ---- �. � I =2;i� it : I I I ___ i -------------.-.--- __ _____________==� I'll 0 OUTLOOKERS wl .131x3" -I 111-1 �_`1111 I -- TT - I , q ! - - � -------- -,:�!:,�--,� ____ -171,�2�. ROWS). 11,"1 __ _ __ it 4 _� FOR ATTACHMENT OF POST f I � ------- IF----------- ----------- -- I � -, 11 1-1- ---7-!! ii I ,;:� � _� tj- I PL S. i I , ?v . I'll TOE-NAILS 0 6"o/c To �� 1, `INDEX* SHEATHING 1/2' " d I ;; -A- � I I 7, iI il .. I. . , , -� -OF-PLUMB I- 11'TOE I'll it � --f, 1/2" WOOD.Tie --- ______ ---_-------__ -_ 1x3 -NA TOP CHORD or TOP � --- I I "I i t FROM BOTTOM OF SHOE PLATE � - I-ATR MAXIMUM OUT 4- - �_ f�_ -_ROD U.N.O. r� �:2T�:,) .1 3 IIL_5/� I� / < . TO CREATE MIN. I' OVERLAP I 1 I TOLERANCE: A� PER FOOT OR 2' PER 5-1/2- MAX 1 6 M HEADER PER STRUCTURAL .:I UP QUI-OKER / ., r. DRCPPED (-3-X2-) TOP CHORD 2x4 BLOCKING AT ALL ROOF 4" - .1 1. ..� RING PANEL EDGES WTH11 ONTO DOUBLE PLATE 0 TOP t � FLOOR LEVEL - WHICHEVER 15 LESS. -4,_ 1 1. I :: BLOCKiNG-TO-TRUSS ' 7.17, .1 SHEA r__1 __- 41- -+1 ;I �� O I vii I I � .I . - - . 2x 'I OR 'T' BRACING ON VERTICAL I 4'-O' OF CABLE WALL. I -_--_ - -_______ � t WI ROD -____ I ! I KING-STUD ASSEMBLY /__1 I �, i... 14 - -rI -, .. it 1 #2 SYF DBIL --- --- ,--___ .------------ .-- -_ - - 1___-__----I-,---------- ----- ________ _________ -------------------------------- OF WALL. I i I � - _��Ila;a 7=�. - , ---_ ,------------,-----,----------------�------- __________ ______-- U I I WOOD TIE RT PER � AT OPENINGS MAY SERVE :� TOP > ",_,". , I I 1:� -_ , 11 I I SPEClD BY TRUSS ENGINEER. I h I� I � `=___________ _____ -- ---__ ----------- "I I I i I ------ .� yp VIER B AS (3) .1 31 x3- TOEM'!AILS 0 TION NOTES 4" It I I I/ST1 i _____________________---- ' - W' . I 11CONVENTIONAL OVERFRAMING CONSTRUC Li i I! AS END POSTS AT L -IT.--------, - -I - 244 #2 SYP VER - I lil= #2 SIFF 0 MAX. 24"ol wl MIN I I I _________ I - NAILS 0 6-ol FROM BRACING I I ii 4W_11.. 1 1 __ - I - I; I I 1, I I � I I I, 11 - TO WEB ABSENT OF SPEC(S) ON 1 I . 11 R ' �' 11 ! ,I i I: . ;I .. Voi TO TOP > - EXT. T I I :F _____ i� It w 1(3) .1 31 x3' NA � �,,,,Jl .131ll I I . (1) ROW OF 8d NAILS 0 I . 1 t - __��4 i, LI'l 0 BTM TO T I I OUILOOKER-TO-TRUSS TO 11 11 . I I "I (2)MSTA24 W/(9)10J-/ , , � . - >AS�11 MBLY 4P" I I I � I. I[ i 11 I I I I Zx #Z �,Tv UUl Itur . i �,---- =J I i i 11 ----,, � I� i 1 1 1 INSTALL DEL 2x . __ - _� I �;�-NAYLS PER END. �, , I � i AFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER wl (3) .11310" TOENAILS. WALLS ONLY. APPLY SHEAR I .! 1�1,10 LA : it --- - I I i; I! ; BLOCKING IN I= � �_, I-1 EACH END OF EACH I TRUSS iNG., REFER TO -EXT. WALL ; ; I DOWN AT EACH END-__,! I i I I I -,I i ;I -H. I I VALLEY WALL EDGE NAILING PER � i�__I FIRST TWO STUD � BEAM TO POST. .1 . 11, I - SLOPE TO MATCH ROOF PITr NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .131x3" NAILS. I I ii I I L 1 I I� i I I I 2x4 #2;SYP -X- BRACING. LIJ a PEAK & SPACE AL !I H I , E/ST1 WHERE REQUIRED. d i OF SHEAR-WALL, PER I !� 'T-7- it i !L I i, it . RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES @ 4' O/C (MAX HEIGHT = I 44 I ASSOCIATED TABLE. I , SPACES, MATCH .i OW. EXTEND 'X' ,J,'Il DRAWING. USING WEB LENGTH/HEIGHT ! 2. STIUDS CONTINUOUS F I I - I I 4 L I I . !� EQUALLY EACH WAY AS SHOWN BEL I I I I ;, I q INTERMEDIATE FLOOR I FASTENERS, PER DETAIL I, I I _ 1 : . : i ADJACE .�,��, . I - 2x4 #2 SPF @ 2' O/C (MAX HEIGHT = 6'-3'-). 40. . i I' - NT � � ,"'; � , I - /2 gA STUD SCHED.' ON STRUCTUR . , I INTERMEDIATE SHEAR .! . I I , -hK__� :1 , ' F I � -7, HOLD 5 1 ' TAX I A . L I I 4��l I , - I.L.O. >HEIGHT. DOUBLE AND/OR . SYSTEM TO UNDERSIDE OF DEL,TOP > RIDGE CRIPPLES .1 SYSTEM-APPUCABLE i I I. i. -... I FRAMING, PER ASSEMBLY(O OUTLOOKERS). SEE T-FACHED TO CRIPPLE wl .131x3" NAILS 0 4" O/C (MAX HEIGHT = 9'-10'). I I � - i : -- [I BRACES INWARD MIN. B' FROM GABLE WALL AND " ;i I i I ! � --- I I � I 11 - it ATTACH TO 2x4 VERT 0 MID-POINT wl (3) .13lx3' TRIPLE 'L'slT'e AS REQUIRED TO I I *IF 1x4 T-BRACE IS A I I LO -CARBON STEEL !* A/ST1 TABLE. TYP. ;1 - - (D (D I I ! � I I ,: ---�� i; SIZE/GIY?�ADE/ Z'� _,�V�1 1 MAINTAIN MAX a/c SPACING WHE I q 11 - - �, - -___ . I I ___ -- . ;; 11 N I - I . I t �i I . N �. : !i NAILS FM EA SIDE OF-X- BRACING. MIN. (3) EVENLY �5 I 1 . I CO PIL -. MIW `' I It I I : ` T STRUCTURAL PLAN BID LDINGS ONLY. I - - --___ I I I I 1. IQL-VIEUX- , -T, �! *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS @ 4" O/C (MAX HEIGHT = 11'-2"). 4* ,I .l I I . I . I I 1 E951/1K.AK I � E EN ; it i, , \ .I l; ; � I I I I I I; BL ��::��i,, i '" I 1 �� : . PIT 12 SYP 4x4 POST I I D "X" BRACES PER CA WEBS EXCEED SPACING SHOWN ON 11 IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .1310" It .I � ;; :1 _�, FROM E CH 0 *T ,I- - � To MU__y 1114'"11111ilm" - l SPECIESt FROM . _� I B I , , - - __ __ ---I I I I - I I TH E D ENGAGEMEN ,i. , 1� . I! I -COLUMNS TALLER THAN 10' OR 11 '11; ;,L TRUSSES TOE-NAILS 'TO EACH TRUSS TOP CHORD. = ; : i I 1 1 i I "�,��,- MAX- "X* BRACE SPAC1123; :�:� MfWb�--TOP CHORD CA LE ROO ENGINEERED ROOF OR , :�: \ I ,.- :::11,�1, I I " . ,L I . I .! , ROD. ( P ONAL, ; I I THOSE SUPPORTING ENGINEERED ]I - 8'-O'O/ �-: �,ii, TRUSS I -P .: - cia. I li :1 .i, 0,NVENTIONAL RAFTERSi It : 4� EDIATE SHEAR FASTF JERS, PER SILL > .s 1/2 I I \2(�) MSTA36 W/(24)'10d WOOD PRODUCT., USE PT#2 I 11 - I I , I ATTACH CRIPPLES TO RAFrER OR RIDGE Wil (3) .131x3' NAILS AND TO TRUSS TOP CHORD OR BLOCKING wl (3) .131x3" TOENAILS. I SHEAR CONNETOR SCHEDULE ON S-SHEET(S). I Wool [� I �PITCH - 6*-O'o/r . �11, ;i "" � __--___ I S I I 1 7/16- THICK (MIN.) APA- r . v J I I I it I - . I�-1-11 I i I I 1 RIDGE - USE MIN, 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). , ., LOCATE AS REQ'D) �t , I NAILS NAILED TO PLATE SYP 6x6 POST. (U.N 0. ON !I ,42 -34 ,"I I il Q W l �� 'I :1 Ill i . \�! Wl RODS - )�'dia. � INTERIM i ! I " '4112 PITCH c .."�, \� i - - I ,� i AND BLOCKING ON INSIDE I __�11�, STRUCTURAL PLAN) I TECO-RATED WALL SHEATHII G, 11 I 'TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END wl (3) .131x3" TOENAILS. .- A307 THREADED STEEL RODS � U.N.O. I ;l "'. - _ 'Al� f� �_i I i I! I - it �. I I NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND W a- - . I � (-AFR-) LOCATED AT it 'i �__11__ __ �l ____ -------�_ - MATCH NAIL SIZE/SPACING I __ ______ WQOD*Tie ANCUORING RODS CE OF UL. 1; 11 i ! __--i'll a---- =�I, __:�i TRDM'L MIL CONNECTORS -_Z_----I . - I—— __________._ __ I I I I � _!�,'�`il DESILGENATED FOR WALL BEL � TTACHED APA OR TECO 'I it ,j!1I I I I .I I - CORNERS. EACH SIDE OF � EXTRA ROD REQ. FOR SHEAR-WALL HOLD DOWN IN i i I I � !I � I o I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING wl PROPERLY A RATED SHEATHING PER DETAIL A/_qT_1-____________ ry >_ C L GAS -_ --------_- - - -- --______- - --I---_ -_--- ------- ,.-.-- Ir - ii I i I '11-P i i � : . BLOCK ALL PANEL EDGES. I 11 �-�K -VALCONVF1103--(I�t-TRUSS71NS-TALLATION-PACKAGE�-FOf�-VIWV,P 6ACN.---------______ ------------------------L----------- --- La- OPENINGS LARGER THAN 6, ADDITION TO ANY RODS USED FOR UPLIFT. i I I 17 2x4 #2 SYP LATERAL BRACING , - _�CRVW&T,J1N�L , A�MT ;,�,j L, ; I i L ;: i. I :� < 11 it :: � ------� . 1, h I lr�l INTERMEDIATE i��J,`J : AND l(EXT. WALLS) or I I POST TO SLAB CONNECTION WITH , wl(3) .131x3' NAILS INTO EACH 11 I' I I -- .1 I i; I I , ,�-'--L----- I PATTERN FOR - Y___ _F� 2x4 #2 SYP "CATSi NDEX" SHEATHING 1/2' FROM k I 1 1 . � i CE TO I _ ___ 'a/c ATTACHED TO D SILL PLATE 4'i (INT. WALLS) I � I I 7BEAM . I TRUSS BOTTOM CHORD. MATCH � 11 11- BALLOON FRAMING MAY BE USED WITH � PATTERN FOR � I :! ;, - I I �; . ABU44 OR ABU66 Will(12) 16d :: CONNECT END OF LATERAL BRA 11 ,� I L 12 BOTTOM OF SHOE PLATE FOR I<- I I . ,� CIFIED SIN(EYE�q I ('Y It ill !`,�t SHEAR THEREAFTER. SEE DETAIL il 1! J . I ABOVE i I SPACING & LOCATION OF i I EITHER ROOF TRUSSES OR CONVENTIONAL 1 i SPE �, /-FROM TOP >OF i SPECIFIED SW(BEL I I, MOISTURE PROTECTION AND -TO i i LL SEGMENT .� i & ATR OR (1) HTT16 & ATR. j TRUSS w/ 1, i I AT SHEATHIN TOP I !I TOP >!S W1(4) 12d L.J_ v I V CONNECTORS - i COMMON I 3; I I l ME-MEII i i ADJACENT'X' BRACING I � t FRAMING. IN EITHER APPLICATION. WALL .1 AT SHEA[1-111,10--fli TOP SIFEAR-WALL TO ADJACENT. I CHORD OF INDICATED ! 1! F; I F/ST1 FOR USE AT ENDS OF i I 4 [I it . I I I .i COMMON NAILS & CREATE MIN. 1" OVERLAP ONTO NAIL SPACING ii i 1 I 1 I : 1 (2) H2.5"s, 1-15's OR EQ. TINUOUS FROM THE I! CHORD OF INDICATED PARALLEL TRUSS. ADD .131 1 . 0 r r% :, I I. I i SEE TABLE FOR WENTS. -WALLS I I I i I [N)5110i : 11 I f: ,I i!FRAMING MUST BE CON MUSS CONNECTION. � %-.,A, I i I .1 li I ATTACH TO EACH I'll, SHEAR WALL SEC Ist-FLOOR SHEAR-WALLS I �I I I i FLOOR BELOWTO TOP PLA LL- DOUBLE PLATE 0 TOP SHEAR-WALL 2nd-FLOOR SHEAR . ,. I I I TES IMMEDIATELY I! TRUSS CONNECTION, . 3' NAILS FROM TRUSS EIC i I I :. It � OF 11 III I - I i �� I I !! 2x STUDS CONTINUOUS FROM , I 11 I .I I I ADJACENT TRUSS W1 OUTSIDE FACE OF SHEATHINC��TO I, APPROVED 1 1 l 1, ATTACH BOTTOM CHORD OF CABLE I F � DESIGNATION : i ;I I I !I 11 ,ADJACENT, AND CONNECTED TO, TO THE TO 2x AND FROM 2x TO I I I I ASTENERS AND ill TRADITIONAL WDCO-Tle ,I t �I 1 1 � � I CHORD p TRUSS TO TOP > ASSEMBLY wl (3) 10d COMMON I T �. PANEL PANEL TRADITIONAL WOOD-Tie .. . I� I I 1! I � I � FLOOR SYSTEM TO BOTTOM �, I I: BE -FLUSH- W/SLAB EDGE. � � II I EE . it i : a- ,Z ,--� r,--_-- SPACING. , ELD HARDWARE RODS HARDWARE RODS It I� l, I ,, I I 11 UNDERSIDE OF THE OUTLOOKERS ABOVE. IF A :: ! - __I I . EDGES FI i I'5� ; �;__,_,__- - 11__ __.- - --_ �� OF CABLE TRUSS. S .131;ill TOENAILS 0 6"ol & EITHER I i, TOE-NAILS. � . I 1� I - I i I ii , + ;� �� V. I, - i. - � ,�"; 1�il_ - I I , 11 FASTEN STUD PLYS ;� . I ; CABLE TRUSS IS USED. IT MAY BE APPUED TO NAILING PATTERN FOR ,I - ; �, � � 1- __ - I � I I -1-,--.-___ � *_ STRUCTURAL PLAN. MSTA12 STRAPS 0 48"o/c OR I ,�1� THE INSIDE OF THE WALL STUDS AND THE B.C. SPECIFIED SHEAR-WALL. 2x i - -I X C) I, - , 'T -1 , - - : �il i I � �, I " I i " � _ SW WALL SEGMENTS >_15� LONG: WALL SEGMENTS > (2) CS1t'. ACROSS WALL SEGMENTS > li I TOGETHER PER DETAIL it i, I � PLATES 0 32'o/c. ;�o - ATTACHED TO EACH STUD WITH (3) .131 X 3" -1 R EXCEED i __J [), I - , -- - -__- , ENCLOSED NONE RECIC. WALL 15' LONG: NONE FLOOR SYSTEM TO IV LONG: NONE it I 1: D I A" , , ",1 .i ", T, - MUST MATCH 0 - -- - -j-_ 6"o/c 12"o/c -ST1. 1 i l: , i" I �_ ,��' J USS -1 -,---,- - I ENG. TRUSS - --1 ENO. TRUSS I Ill- I I , ENO. TR - UJ i - l I 'NALL li i , ,I " ��:1i ,� PLATE013M FRAMED . - AND THE T.C. TO THE TOP PLATES wl.131 X _� -WALL I �l 1 GHT OF SHEAR - I. I- - I !I 1, I I I , :i I . ' 15' COLUMN BELO I 1: 11",'A- ,l 11-1 3' 0 4"o/c IN (2) STAGGERED ROWS. i . it SIMPSON -Ar (ACRYLIC TIE) SEGMENTS Il I ,I � I CABLE TRUSS MAY BE " " I I __ SEGMENTS < 15'LONG: (1) REQ'D. HEADER OR STUD REQl WALL I i�� ,I , I _J I l Z io - HTT16 OR (1) PHD2 W will SEGMENTS < 15' 11 !,I: I I I - _- SHEAR-WALL,- CON - ! � I 1: -* BOTTOM CHORD OF I 1, , FH��Tij,,,i 11 _:j I TI 1 1 PARTIALLY 1st FLOOR I I I,i I I I I 11 1-111, . , I - i I J < I 2-PART EPDXY, INSTALLED I �W -1 LONG: (1))�"dlo LONG: (1)Y27dici i �! I I ,: 'I', I I FLAT, SLOPED, OR COMBINATION THEREOF. IN _��-- ,, ,I IF Ist OUTILOOKER IS PER SPECIFICATION.... I I PER SPECIFICATION. El I 1, i ,� , i 11 J it !I -::�R MONOLITHIC I i I 1 1 I i �� I FOOTING (SEE �. ALL INSTANCES: VERTICAL WALL FRAMING MUST t_� - , OR BOTH SIDE(S) MAY BE it i PER MANUFACTURER'S " _J -STYLE I ENCLOSED 6'-/c 8"o/c HOLD-DOM AT BASE WOl ROD H I H it :1 I I li I I . , "I , I STRUcr i I in 2 i TI I'l ROD � , I � I I SIDEI MAY BE I I 1 it . W = I t _____ I I I i -_ -_ 11 -� ,- -,-- __ I . � FOR CLARITY, SEE I I I LI_tL 1 i ., I -_ 32' FROM FASC A ! OR BOTH EDGE OF 2x NEED NOT i SHEATHED. it , - - - - I; FOUNDATION PLAN FOR I BE CON11NUOUS FROM FLOOR BELOW TO T5P ,�,, - I SHEATHED. 1 4i i � I . , (2) CS161 ACROSS (1)Vdia :i :I -1 , I CARD, DOUBLE 1st 11� ( -1 , I _._�) ', : I I I I I D To 1-- -5 -_ li INSTRUCTIONS. �- I I � !t SW2 (1) HTT16 OR (1)PHD2 (1))�'dio I I ___ _____1- _ - 1: _:I � I BE FLUSH WITH EDGE I it .1 _r_ . I U-1 0 Ld - ___ _ .1 ; . PLATES IMMEDIATELY ADJACENT, AND - ,�, -I---- --I--------.-- GUITLOOKER ONLY. OF TOP >. I N-1 APPROVED FOUNDATION 11 HEADER OR STUD :� : CONNECTED TO, BOTTOM CHORD ABOVE. -* ��,� I.K. i , .- - F- I ii 11 I YLES. -_ -_ it _1-_ -----I--- - - - ---,---- 11 I; 10- �i _J ii I I SHEET ST2 FOR . 4 SIZE) � ,- ; I ENCLOSED 4"a/c 12'o/c WOOD-Ire ROD FLOOR SYSTEM TO + --- it � TACHING A i fn ,0 V) t I :� * I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A M TYPES/ST I COL. BELOW w/ let it ;� it 11 THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF AT I D F_ ii PORCH PO i TAL(ROOF OR FLOOR) DIAPHRAGM VIA PARTIALLY FLOOR HOLD-DOM 1! I i I :I SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA I � I � t AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE ii r I. I l�, AN ENGINEERED TRUSS, AND MAY BE USED LLO. FRAMING THE i :2 ENCLOSED AT BASE I : �! i 4"o/c 8i i, I M E 0 0 11 - CHANGE IN PLATE HEIGHT 1, FRAMING DETAIL U.NO. I . �_ Ii (1) %*die WOOD-Tie (3) CS16's ACROSS (1) Wdlu WOOD-rie . !! li A ONN To THE UNDERSIDE OF THE HORIZONTAL i SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I ,; 1, - D (D i , L1_ C:) LIJ < ':2 - l (1) HTT22 OR (1) PHO6 ,i � II SW1 NOT TO SCALE :1 NOT TO SCALE I t. SHEATHING. THIS DETAIL IS NOT APPLICABLE MEN CONVENTIONAL � SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CON)ENTI%IAL MIN. 2" EDGE � �� SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON it ED 3'o/c ROD (MATCH H-TT22 FLOOR SYSTEM TO ROD 1 I ESMT, ) I TYPICAL GABLE-END FRAMING DETAIL - U.N.O. I I ROOF FRAMING IS USED. U _J � i I ENCLOS 12'o/c EMBED./EDGE DIST-) HEADER OR STUD (MATCH HTT22 ;[ I ROOF FRAMING IS I .4i (n DISTANCE ; _� S-SHEET(S) FOR SILL >-TO-FOUNDATION l� ......--------�---�-------------------�.----�- _________...... _____ __.__________ I ______ -----;! NOT TO SCALE I I ___ ---.-- _____ � -------____ ----- - --- - __ ----: I I .1 !� __ will 3`*x3'x4` COL BELOW wl Ist EMBED./EDGE DIST.) ---.----- ___ I i . ACHORAGE WHEN USING Wool RODS. it E WASHEF FLOOR HOLD-DOWN wl 3'x3'xh' i FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING I OPTION #1 OPTION #2 I i ROUND-H :] D C) "l 0 I I ARTIALLY DETAILS FOR MAXIMUM a/. I, ______.___.___ - _________,_____________-_-_- -___._ -,------- ______ ------- _____ ; 1: 3'ai 5"o/c AT BASE ROUN12-HQLE UM CLN'G I __ ------- - ____,_______..___ ------- - ___ _: INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE 1 INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE NCLOSED I I WASHER I DIAPHRAGM, REFER TO REPORT ICC ESIR SPACING OF BRACING. ;F_ ------ i _J �i - I . I -1 I __ I it � EXTEND HEADER TO KING STUDS - I-- _.____-1 1-1____________________�_______ ---------___ __ ______ rt.l 'T_ I -WI`NZ15) Bid NAILS EACH tilli OF EACH it _ � . WOOD*Ti DETAILS.. & SPECIFICATIONS 1 1 * = STRAP. 1 1338 &ESR 1046 "GYPSUM BOARD SEE H.I.B. '91 and BCS11 1-03 i I L_L_ 0 I, INTERIOR & EXTERIOR APPLICATIONS". it MATCH EDGE NAILING i :: ALL UNDER-EAVES (SOFFIT) TO FOR ADDITIONAL ENGINEERE I I - - 0 .1 KING STUDS PER STRUCTURAL ! ROOF/FLOOR SHEATHING - . NOT TO SCALE 1 IN OTES: TED WALL I I r - -_ �, PATTERN FOR 1 2x4 #2 SYP NAILER TO I ____ --ri -_ 111-- 0 @) -----------,------ - -- =-- __ Ill 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECCT-RA BE ELD-EIR VINYL SOFFIT WOOD TRUSS HANDUNG. 1 PLAN. EXTEND ONE KING TO TOP __1. 1- lo � I I ; � -1 - I � SPECIFIED SIN(BEL I I F_7__-___-IN --- CD = ___ =� _ SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE MUCTURAL PLAN. MATERIAL. RATED & INSTALLED 01 INSTALLATION AND BRACING I OF HEADER. INSTALL REMAINING ; 'I � I T S I t ^ 011iii., I __ ____- _ --------- -_ - ____ . __ - 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12*AI2* ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON 'THE STRUCTURAL PLAN. FOR THE APPLICABLE DESIGN I -�L ---,o'-'- ;�" 0 TAI S I ,,,,,TRucncl it " z � ' - HEADER PER STRUCTURAL PLAN. _!- � I I AT SHEATHIN TOP / /"�/ / / / / l�� / / --= 1 i ��-_ + 1! - _1 !E TH ii ===_=_-===---=-=-- -= --=- = I I _. -- KING STUDS AS JACK STUDS AND __>/I � � I . I - � TE L 16" W1 10d COMMON 0 3'.i l PROVIDE FULL-11 I MIN. (24) EVENLY-SPACED 10d NAILS. PRESSURES FOR THE SPECIFIC � I I : . 1� /i � I - LONG lw/ , -1, 1,�� ITINUOUS BRACING ; t, � " , � I � I I ! l� TRUSS CONt 1 I I BLOCKING BETWE /Z W2 DESIGNATED Si�EAR-WAULS SHALL BE MIN. 48 _', - CHORD OF INDICA . P J, v ) t. N4 v-- LLJ i� 'I EN IST/ ��/ 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP I i 3) TOP >SPLICES IN SINT & S 31RAP EACH JACK TO HEADER ON 11 � 4ECTION. � - _,�_ I" __ 1x4 SYP CON I ___:�� - - - - 1 7/16- THICK (MIN.) (24/16 ___4 / / / A'1 / / � 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP >OVERLAP IS NOT ACHIEVED - I - : UNSHEATH - _�I�,I�" , ------r;zi� -----I I I it 1 1 , ADD (2) MSTA24!s (ONE EACH SIDE OF >) CENTERED ON APPLICATION, Q_R % THICK - I -_�w/(2) 10d TO EACH TRUSS. I� I 1. l I - OR ; STT!If'�-7-�l �/ / / / / �i! / , WINDOWS. wl (2) .131x3l` TOE-NAILS PER END. I, I � ____ I �- ED SIDE w/(1) MSTA24 & ---�� I TRUSSES ABOVE 1st MIN, 7/16- THICK WALL � - I I : I SPAN INDEX) APIA I OR FIRST-FLOOR I (MIN.) APA- OR TECO-RATED _� OR � �Z_�_ . PER PLY. --- .lIJ -1 I , SHEAR-WALLS. ATTACH - I EACH SPLICE. __ _ � -_-1 DO NOT SPLICE - OVERLAP .i �, I \ I � t I HEADER, ADJACENT TO I ,-,- __1 .I I, I . I ,,--TECO-RATED WAU_ � SHEATHING TO BLOCKING i I SHEATHING OR STRUCTURAL I i SHEATHING wl 5"/6'o/c 1_�'- � JOINTS MIN. (2) TRUSSES. I: r �- I, ,;,,! I �. / / A,1 / SHEET SIDING wl(1) ROW OF 8d 2" - PER CALL OUT SPH4-6-8 CONNECTORS i, 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE C4U WALLS SHALL USE HOUD-DOWNIS SPECIFIED F ',�_ � . .l � SHEATHING w/ 3"o/c 8d I / / /�/ / / 'I fop > -HEADER 0 SHEAR-WALLS WITH MINIMUM A flo RODS. 1 6d NAILING. BLOCK ALL � - k----- EXTEND BRACING TO END OR 11 -Ix "I 11: 16" MIN. FOR I STORY ,, ENG. TRUSS I I /c AND I I � - ON STRUCTURAL PLAN. 0 TOP >-TO !I TR EMB,-_DMENTS(INTO UNTEL OR IIE-BEAM) INCREASED TO 12' FOR 1/2"dia AND 15" FOR 5/8"c I _�_ -L ____ __ � �, ii 1 NAILING. BLOCK ALL wl 8d NAILS 0 6'o , DESIGN RW NAILS a 3"o/c AT TOP OF AX I! I UNSUPPORTED PANEL EDGES. ___�L 7 "I J! � i BLOCKING TO TOP PLATEE / / Alv / / / ��! / MAX. 32"o/c. :I 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM I - - I I rS_.1 ;7- ----------- - 1EYRACED WALLS & ATTACH. :1 17 l 11 �_ 24' MiN. FOR 2 STORY ,I ATTACH SHEATH ! _ - I SHrN'G (IN TO TOP >) AND AT I I I ;, ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS. 1. -� ___ -.11, " I, '. ! - FASTEN SHEATHING TO HEADER W/ _Il , TO NAILER W/Bel - EDGES wl 2x BLOCKING. wl Ol TOE NAILS 0 -_ - TTOM 11 , I - I - I,L,I �� , _ I BO OF SHTN'G (IN TO HDR... :I t I k , - I [i Eld NAILS IN 3 RID PA I � � I it NO ADDITIONAL >-TO-HEADER :I I� I - % I. I �i SHOWN I 3'o/c INTO ALL FRAMING COMMON a 3"01c. 1 � ,; ;, I 1- ,I� �i% - SHEAR-WALL - CONSTRUCT ROWS. , I I ; I I it I I I I 1. �_�, 131,l TOE- OR TYPICAL SHEAR-WALL ASSEMBLY DETAIL It .1 :1 I "', . MEMEBERS (STUDS, BLOCKING. AND , �I PER SPECIFICATION. : .. I !: CONNECTORS REO'D w/ TRUSS . I I ;: 7"/7'o/c 5d COOLER H I !I '.. 1. 11 I I I ;I ��i" *4 IF THE INDICATED ATTACH SHEATHING SHEATHING BE ON OPPOSITE I DOUBLE TOP >OF I I ;I .: UPLIFTS 0,000il FOR HIGHER _-__ END-INAILS 0 KING-SrUD i t i, 11 SILLS) (TYP). I: I I :. CHECKED LA 11 . NOT TO SCALE ;, .1 J� NAILS OR i I-Al" 11 I LF CONTINUOUS BRACING IS it FASTEN TOP PLATE r- �c l I I 1: I I i :I i I I - - -- -. � . 'TTOM OF THE :, : , EMBEDDED STRAPS ARE SIDE OF WALL OF BOTTOM I 1, I : TO HEADER. 2x6 HDR. it I - TO TOP >'S W1 8d WALL I - . �c,, _ 1, I I _____1__ - DRYWALL SCREWS. Ill APPLIED TO THE 80 IS HEADER W/(2) RO I �'! UPLIFTS USE CONNECTIONS AS �- - - -.1 I 9 ,; I ii El 'll � �_ , NOT PROPERLY CHORD NAILER. I ; I i - -,.,- - I )i OF 16d NAILS 0 3"ol COMMON 0 3'o/c. I . -_ [ I ., : -1 I i SPECIFIED ON STRUCTURAL PLAN. USE (6) NAILS, 2xd & i__ .- -____________ _________ _____77�= - I ii 1 BOTTOM CHORD (AND. . -Z 11 .1 I I I 1 Z � __ - I I 11 V TRUSS BOTTOM CHORDS MAY B I (TYP). INTERMEDIATE (NON-CORNER) ,�, CAST-IN-PLACE AT ; I I SCALE N.T.S. 2x1O HERS. USE (9) IN _____ I : I I I 1 � ' ' 1 I 'I 'I SUBSEQUENTLY, THE GYPSUM CLN'G �, ' FOUNDATION POUR, ' , ---"I , -4VANDOW 1HEAD - APPLICABLE ONLY ! I 11 BRACED BY EITHER METHOD - ;I 11 1; PORTAL FRAME DETAIL MATCH i- : ; I I - I I I 2x-12 & ENO. it t L A .1 I TRUSS-TO->CONNECTO :, 1 I NAILS, (1) WOOl ROD ADJACENT TO , UCTURAL P THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A I .131x3' TOE- OR I! ll 1, IS ATTACHED To THE BRACING . !I -NAILS 0 KING-STUD WHEN WINDOW DOESN'T ATTACH I WOOD HORS. USE (12) I !I I THE CONTINUOUS 1x4 BRACING � V TYPICAL SEE STRUC TL P "",1 THEY MAY BE I R: I I I P I I ' I, I END FOR STUD POST IF PORCH BEAM IS .I . ,I 11 11 RATHER THAN DIRECTLY TO THE I %, RMA ION, 22's SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA I I I I TO HEADER. 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE \ NAILS.. 1 1 1 1 (SHOWN AT RIGHT) OR THE RICID 1; JACK STUDS PER MAX- - � FOR ADDITIONAL INFORMATION, l," REPLACED WITH HTT I . SEE TRUSS SCHEDULE :� I I DATE 3.11.2012 -- - - it SIZE & CONNECTION(S). CONVENTIONAL LUU13ER (2x8. 2x1O. TOP PLATE MAY BE NOTCHED TO 11 11 , I TRUSS) THE MAXIMUM a/c SPACING HEIG I AN ENGINEERED TRUSS, �ND MAY BE USED LLO. FRAMING THE ,: ; 1 (6) NAILS, 2x8 & 2xlO ALLOW - CEILING DIAPHRAGM (SHOWN AT !i STRUCTURAL PLAN. HT - CONNECTORS, ETC. it i .. � TYPE(DTL A/STI ;I , I I!A It -_ ,1-7--,- --- SHEAR-WALL CONTINUCUq TO THE UNDERSIDE OF rHE HORIZONTAL ; ) I i� - I " , I I 11 PORCH BEAM TO BE LET IN TO 1 I OF THE BRACING IS 24'. 1 .1 I- - h I� illl_� i I STRAP TOHEADER ON 1O'-1 l I HORS. USE (9) NAILS, 2x12 _ ----------1 __ - ___ \--(1) MSTA-SERIES STRAP . 2x12, ETC).TO(1) Wi ROO WALL PROVIDED THAT(1) 2x4 #22 SPF 'I r LEFT). -1 . _ `- EMBEDDED STRAPS SHEATHING. THIS DETAIL IS NOT APPUCABLE WHEN CONVENTIONAL � STUDS / SHEAR WALL it I :1 JOB NO. STANDARD ---�-_._-__�__-,-21, -- 0 EACH JACK-STUD TO ,� POST 13 ADDED TO EACH SIDE OF 11 11 1/8 1� FOR A PANEL SPLICE (if needed), [� : &ENG. WOOD HDRS. USE / 1�-__ ____ - i� ADJACENT EACH SIDE OF POST IF It I! UNSHEATHED SIDE wl �Dll ROOF FRAN41NG 15 USED. I- - it PORCH BEAM IS ENGINEERED LUMBER _,� - � MUST BE INSTALLED wl FRAMING PER PLAN I -_(�,_L_---I - I - PORCH BEAM TO SUPPORT TOP >. IN GYPSUM CLNi DIAPHRAGM METHOD WOOD BRACING METHOD 1 I (1) MSTA24 PER PLY. 1, , _1- PANEL EDGES SHALL BE BLOCKED, t�, - I W 91MIA';&CHORING RODS, PER-/ INTERMEDIATE WNDOW HEAD - HEADER. 2X6 HDR. USE :� (LSL, LVL. PSL, ETC.) _� [I 2- - I ADDITIONAL PC. EW J4 1 ;J �, f I & OCCUR WITHIN 24" OF I OPTI Si DETAILS 12" STRAPS, 2x8 & 2x1O I; . ��-, ADDITION, (1) WOOD-Tle ROD SHOULD i� t :I I X �A MID-HEIGHT OF WALL. i�l, I REBAR PER SIMPSON OPTION #3 I M&S RUNNING ------ DETAIL B`/STl, EACH SIDE OF ACHED HDRS. USE 18- STRAPS, I i I-1�__�,A, BE INSTALLED TO EACH SIDE OF � (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD 'WHEN I i i; 7/16- THICK (MIN,) (24/16 SPAN .I, I'll, - INSTRUCTIONS. -- � INTERIOR OR I � TRANSONI ONLY. SEE TABLE I . ;, � , �,I � I . EACH OPENING, WITHIN 2- OF 7_�/ 2x12 & ENG. WOOD HORS. �i _�� PORCH BEAM AND (1) MSTA24 SHOULD 1 USED WITH *PARTIALLY ENCLOSED' BUILDING TYPES) I INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE I I �, ii INDEX) APA- OR TECO-RATED _11 16" MIN. FOR I STORY ,,! I PERPENDICULAR TO TRUSSES AE30VE W/HEEL OR Project Engineer: I - , I . I VERTICAL WEB 6" TO V-I JACK-/KiNG-SFUD ASSEMBLY. f: FOR SIZE & CONNECTION(S). USE 24' STRAPS. i - , _. BE ATTACHED TO(1) SIDE OF EACH I 11 WALL SHEATHING. BLOCK ALL '�24' MIN. FOR 2 STORY I- - I W it . 1� i I, 13�, /-. � i --- - I ,� - , __ TOP >CENTERED ON THE JOINT. I UNSUPPORTED PANEL EDGES wl __,_ - 1l, I STHD14U SHOWN , -T-1 _�- - �- -� * - . - I _>,�,_ ,,- I TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS . __Z I ____ - - , -_ - --- - -_- ______ - -_--- - -.----------------- ------- i (1) SPH4-6-8 CONNECTOR l �1: �'1'�, I I 1 I 2x BLOCKING. HORIZONTAL I I, i7 JACK- & KING-STUD(S) 1 1 1 � i i I.' '.' IN PROPER L A. ainp PE,I3 __ - - 0 SINGLE JACK-STUD TO . I , I -," .I NOT TO SCAIF I APPLICATION REQ'D wl STUCCO 1/2* die. ANCHOR BOLTS i'.' I.' ,. - - - PER CALLOUT ON ,: . - i I j I ___4 __W/7- MIN EMBEDMENT& I _-1 ,.; WI - .1% , . I" HOE >. USE (1) LTT20B �. PORCH BEAM MAY BE NO "' � i I 9 I ______�,, LAI. FINISH. -11 - WASHER (TYP). V .� CURB WALL - FLOOR nnaalI STRUCTURAL PLAN. -� 0 DOUBLE JACK-STUDS 10 I I I_`� I 1 1 ___=7-=____- - -:_-_- _____,--:-=== =_ : (2) STHDI4- EMBEDED I 2"x2"x3/lE I I.' SHEATHING " � AROUND TOP PLATE PROMIDED I T:_-__ 1 I PLACE 2x4 RIBBON BOARD "I '': I I i i - 3ply 2x( ) #2 SYP . "' UNDOW SILL - SEE TABLI SE (1) THE TOTAL DEPTH OF THE - 11 'k -� .I.' 'EMBEDMENT UNE" _ K �o,' F FOR,, FOUNDATION. U it I � STRAPS 14' INTO 1'. 11 I i�,Licen, - i ' ,_ - I FOUNDATION. USE PT SILL>. 1. " I,--- I �, I, (S). HTT16 0 TRIPLE (OR MORE) I! BEAM IS > 9-1/4" UNLESS I _11�_I i E D _I----- L�i tF 1. ATBASE OF CURB SHEATHING __- - I �-, I . . I � I a I � TRUSS TOPCHORD ,GA"LlIcein' T-3 t 1 1 STHD14U WHEN LOCATE � 5-_ � I . _,� ; I .ic:�h INTERMEDIATE SHEAR �I JACK-STUDS TO i NOTED ON THE STRUCTURAL Nil, - !t ,� !!- 1- WALL ATTACHMENT. -_ I x . I I ii" I FASTENERS, PER SILL > WINDOW(S) AND FOUNDATION. I SHEET. __.- 1, AT A CURB WALL(DTL � I FLOOR I < i I , , I ;,I I It TRUSS . HEEL/END VERTICAL SC Ficer -V 22 -- . SHEAR CONNECTOR SCHEDULE '-�, - /___ Ol SHALL B y _____ !I _ I I � INTERMEDIATE . 2/ST2) AND BEGIN ----_ L I - L ill� I I M I \ , a 1'�, �I I 1, I . "EMBEDMENT" AT BASE OF IN . - . . I - � ,, - - - -SHEET(S). I .- - ,- i-_+ , --7 �- :� / I " ,-� , ,,- _+ -, TRUSS BEARING . , � I OF TRUSS - , ON S 1 ATTACHED TO + I 1. it � �11 NAL POST TO PORCH ,�,,, ,_ J _ 1 I CURB WALL _- __J. I --- -1 � I I I I '. I , I� APPROPRIATE 1 " , - � I - I � I � I I - ANCHOR BOLTS PER I , � I ., I I I I - . I , 1 � I I I. �-- -----� '_ , : I: I I 11 I I! Il .� rl�,--I�, I I IN ACCORDANCE F- I 1) �� - t i I", - ., REQ`D PLACEMENT FOUNADTION P I WALL FRAMING * - . 10d 0 i FROM CONT. 3000,N.'Ponce Del e - . M � __ I El, OF OPTIONAL (11.0 i : I I I . I , I� l � .13lx3* NAILS 0 2' O/C_ I - ROOF SYSTE - - l 0 3 2x4 TO 2x4 BLOCKING WITH APPUCABLE 1, ; ; I - It 1. _ I t; : .1 Et I. ,_� i STHDI,Vs) HT-11`22�s � I H 'St.Aiifjaw�tirf6il)84 I �I I I _��, �__ i I Mi - ,> , I� - � l I I F : 1 . _� , �I . i �_ I: I 1 -(904)824-0806 INSTRUCTIONS & I 1i ___' �1, I "l -__ � - --'\ PORTAL FRAME DETAIL __ I - IINUFACTURER'S LK � I- , 5 __ !� I ____ __ ___ __ __ ,� . _5 1_�4 FRAMING MEMBERS I ETAJL A/STI. TYP. � , �i �� 1-1 HEADER W/(1) ROW OF � + " . f ER STRUCTURAL PLAN. - L 6�Blvd. z�il � DREG[IONS. 1, 1�._, I � i I i ,�_ - - :_ -_ I� � i I � HORIZONTAL 2X4 SPIF &2 i i I: I I ��_ BLOCKING BTWN TRUSS � � I i �I -, �- � __+ �-__ .-I-____+ It � � - I I 1 �I � \_2x #2 SYP TOP > I I ,I il- _,-1 , � .i (2) ROWS OF .1 31 x ��ST, NOT TO SCALE I I ROOF/FLObR SHEATHING --_ , I � r_________________1 I ;� .: I I� T_____ ;�! r\\ I PLAN MEW OF CORNER 3' NAILS 0 6"o/c 1-11 I SHEET I � I. 1 i; I I I !l : !'DETAIL . - TRAD11IONAL METAL CONNECTORS PORCH BEAM, SEE I; I __/ TRUSS TOP CHORD - - - - ---. __ - WOODIll :; - _ Z � I _.___ , ANCHORING ROQS ;I I : I,:il� %- THICK (MIN.) APA- OR :, - __�____- I------- �I __ ===��_ -�_ ___ � - - - - i STRUCTURAL SHEET F R I 11 i 4 1 -- _77:�=-7- ____ i I - = _= -, , 1,": .I I � SEE STRUCTURAL PLAN. I TECO-RATED SHEATHING wl I� !F----------- -- i 1� "I 1," � 1 I HEEL OR END . . , . t i . ! . . ;I . 1.1� .�J .- . NTINUOUS �_ __ '� ,., ,.� : CC 2x4 PF 12 IN , - - I I.._ 1�___ l I __9 AL OF - I I _�_157,,- I "'IFIG,11'.4 -l-PIENIN'-IrAll F� SILL .12�'lAp'- "Pi'�'URE " ,I MINIMUM SIZE. I� I �_ ill 6-/6-o/c 8d NAILING. BLOCK I I! >53 1 ___.I . . 3) .1310" NAILS TO EACH ______ ___', :; :I FOR STU 11 , I I 1; ; . it .: REQUIREMENTS. - ALL UNSUPPORTED PANEL EDGES I it Z_ ;l� --M_ -_K - V;J7 FIC TRUSS -___�_ * I . , �T \ TRUSS VERTICAL& 0 6"o/c - V,'AAU ,lo"'., . 11 11,11,-1. '11 . i � i: :� �1 , 1, i l 11 I .1 11 'T. .rk,Eor, I �;I', _==:__-_4 �T t!J-, : � li PORCH H w/2x BLOCKING. � _�� - . I",, UlliMi4m, ,"�Wr�PE:�-I "R I : 2x CHIMNEY FRAMING . A N_�;-�` _ IEF�*_' - �__--7-, _T, I . I �, " . I , ��I � STUD POST- NUMBER OF PLYS TO I I TABLE FOR SIZE, SPECIES I , . ; - I I l --, , ,._�l 4:.-� EADER MIN. 7/16- THICK'(24/16 SPAN "I I U,. , . X.,c , I� '. ��Ir , , !I--- ____ �I . ii DFX) APA OR TECO-RATED WALL 1 .1 " _.131x3" NAILS TO I - � -11 l I -+-------------- I I it -------;)�� I Ili STI . . - R - - _ �__""I-- ,_ :, t I MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING wl .131x3 I I - 1:�_ IN , I � . I INTERMEDIATE BLCCKING. ADD _____i_____4_ ---i - -, I � i i NAILS 0 6'o/c TO TOP OF TOP � 1� SHEATH CHIMNEY wl 5/16" & MAX a/c SPACING SHEATHING ATTACHb TO FRAMING ,.I . � -- - - - , I I . ,�i� I4�1', ,� -� .,- 1.4 , �!4 'I I I I I i� I I--� -1 1'.r"-�" I "--M, - - , , . _I------AND GRADE TO MATCH WALL STUDS tUSE OVERALL CHIMNEY MEMBERS & BLOCKING 0 ALL r, 1. Wb (1) MSTA15 STRAP W/(7) - ; I - - - , t :, HARDIE w/6'/6' 8d OR ,,,1"; , I ,-----L-- -- ---_-- !I I, I - -- i__ - I�-_- � -7------- ;i F,- t- . , r,� "A_�� ,I I . UNLESS NOTED OTHERWISE ON I i - - 1 14 - . I I— - __ , " i"', 1'. - I >ASSEMBLY& TO TOP OF + HEIGHT FOR >HEIGHT. UNSUPPORTED I EDGES y I IOd/END 0 Ek SPLICE (CONT. -14 ,�,, ; - _;�' , - - - I . ; k____1 I D MBLY. I -_ _W___ --m - 0 I i.� . :.i I 2x4 MAYBE OMITTED IF(1) I I r 1. I STRUCTURAL PLAN. CONNECT PLYS 1 I !I 7/16- APA RATED PLYWOOD 2-ply 2x's A r CORNERS. :F1 --- .,____---------, I-----;,-4,--- 1�--,-'i--- ---- -- - ----- :: I I NAILING PER CALL TABLE ON A ,�! -------- � ,. , - - __' I ;, I wl 6'-12' c/o. Bid -��- c, of 4 :,lZ, �zll �", , �, - i - 0,__ _ ft, �;`__, 1. . I I "' kM -1 - - - I �. I� MSTA1 I . � ____-- - . PER DETAIL D/ST1. Y-.� --�r TAL F/ST1 OR'CALL CUT ON I � N! 8 IS USED F ________ _,___i`_____ �_- -t-- -t-,,_�, ,- I I 11 EXTERIOR WALL I DE ____yi- - I I ;, _,ii-1� 1':��-__I--il,I .q . : � 1; � . .---_-0�.-----�--�- . BLOCK-TO, BLOC:�ACROSS EA. L_ I I I 1 STRUCTURAL PLAN. :� - . I ,i TOP \AEW -------,------- ' I I , ; 'I .. i - . I � I i I IF THE HOUSE IS TIED DOWN USING 11 11 (1) MTS12 OR (1) MSTAI8 I I : TRUSS) 4114,IDEP - AL !2'lApli, `xP._;�l;P_, i,- - �ALOPUJING��_ADER 1_�'01-t- !2C l Eelf'3'JIF '_ CONVENTIONAL STRAPPING. REFER TO THE 11 It - -4 i -I---Ti i T1,I13R Wttl'_-rP17 - =�,_ - � 2x4 #2 SYP BLOCKING BETWEEN STRAP FOR ASQUARE � : I -- -7� ��_� i I --111 _ � I� I . ---- I 1 I . I '� - ___ __ �-, _- I � TURAL SHEET AND DETAIL N/STI FOR i R:_j��, I ------- ___�_ � -Ir ii � -1 l STRUC I I I l TRUSSES BELOW CHIMNEY WALLS CHIMNEY& (2) I OR TRUSS-TO-> CONNECTO . -_DOUBLE TOP OF WALt t"Ali"U'A �P_A,l,,Ip"14, I- � ��T,'i!,�E,'�,�,V C i.4ll-ll l `4111ilith SPA-1,101l � �ii'lc1-1��-,_; I I I I TION DETALS. I I � I SEE TRUSS SCHEDULE FOR I I .I 1-;-� ,I, . I - , ii �_ �- I . > I I �-,'Nrz_ - : '11,l WALI� � -�,- I - " 1 It wl(4) .1310' TOE/END NAILS 1 (2) MSTA24�S FOR A I I . �: I - : I � i .. - - ______ "ItIvIll"p, �.F',IAL�IIE______J �. � - , �4 ,<1 I H 1� I : .I ,',C,� Ec ii, IL --__ _=�.__ , IN UEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR I I 'E'.-'�, _ I ,� - �,-- -- -,-. -_ _, __!�=__ " I I. 0 C it 11 AT EACH END OF BLOCKING TO RECTANGLE CHIMNEY 0 EA TYPE (DTL A/ST1) -1 ' -,1'F__`__' __' �1 _____ --_" , �, "Ple ,'. - I i- I - -.--_ I I BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL 0 UMENTATION. � TRUSS OR RAFTER�,� ...........�_I CORNER OF CHIMNEY TO I I I i � lf, , - 1 1. __1---- ----- ___ I � I� I � - __ __�_-,-- I :t TOPCHORDOF I I . - i , - - _ - .� I �: I I i 1 ll _ ----------,------ ��il_ .. I _,_ - 1, , - ., . -11 --.--= �� I STUDq/SHEAR WALL h il INSTALL WALL SHEATHING PANELS ______ . " - -I,171t� , -.-i-- � _-'A � _ Ttl ,, - 7�.; 3� � �,-4, : _� C It 1: OPTION 45 I , � �:l _J_ �4-77__-___7s__- _�--------�_'r .,- -- � I AT CORNERS OF RECTANGULAR RAFTER/TRUSS TOP CHORD _... 4�_ , I , - I I , - FRAMING SEE STRUCTURAL PLAN. _/1 WITH LONG AXIS (8' LENGTH) � I - - - - ____il.--__- I 11 I-_-w2, T __ I---- _�________-__- - -- i -- - I � - , �__ ,, 4 i__4--- I:F� , � -, ", �i C /_� : Tilil ,I __ __ -�--=- -i---T �', . ______��4___1T___-----r=-_-� , - ; HIMNEYS. USE 2x8 (I.L.O. 2x4) OR 2x4 BLOCKING BELOW. INTERIOR OR EXTERIOR SHEA -WALLS RUNNING 11 I - __ i_` _�, , ., ��,-:,�, �A,!, 11 ' . -, " 1-1 R - , - - _�, - i --3! , � ME " _ ;I � __ I__ ____ -___ __ . '-,-', __ I I -- L , I ; __--.----___ I HORIZONTAL A r 24�`ol 'TRUSS -,�, - I z - �,- -4_1 ___ -, - _-, I . PERPENDICULAR TO TRUSSES ABOVE 1 1 - _ � iti ! 4___-__--------___--__ ____ ___�: ,, -, - � I � I 4i_,_._,� - - I � � l wl(8) NAILS/END (I.L.O. (4) - I I I __ - - L_------�_____---i- -- t--_,-,,-il�_%1, , �-''-,[ t";",� __" . ' ! I-'-f, '. k-� I . I I � NALS). N END-VERIFICAIS -Ol BLOCK W/2x i 6; i !I - I I,' -_I l --- - ' I- , i , �-I I" , . I I - 4"! I"'I " " I I .42 ___Z_F .1 �`_ _7\ F 11 A, U_v,44 r, I "I I tir /,' "1111"I I 'I q I I i I -1 I " f I - I - , , -41 R i , k I i I I I " I \I i -KAI I .," R A -,-, 'i I� , I ill I I ill 17 r I/__= It I- 1�1 11 11 11 IV --- ------41- ------------------ ____ ------- , I !I _;_-4 --, - - - , 77--�-,_y.t.�:4_-_�__� --A ___ _�,_- I! I I -a/c _4 11 I I i i _ -_.____--j_ ., __ i � I I ,i FRAMING TOFROVIDE MAX. 16 111111, . ," 1, �� -�,� -i,,:-., ;._6 , �. � e I ir A�!i N'�vl A IlAjiS - ; �i �, ,_ L I�� FTER-- - SIDE MEW CHIMNEY FRAMING DETAIL , SHEAR-WALL BRACING DETAILS O ING. 4* 11111111l"11115111"I'l i i �- TRUSS TOP CHORD OR RA I I 11119SEEMENIUMM it EATHING DETAIL I I I PORCH BEAM TO STUD WALL DETAIL I 1 (Typ) NOTTO SCALE . NOTTO SCALE �MING DETAIL - U.N.O. ii i 0 . @ NOT TO SCALE 11 NOT TO SCALE i it i I I G NOT TO SCALE .1 @ !I @ - I L_ t -1-11-- --------- - I - THIS DOCUMENT, ALONG WITH I ' SEE ST1 FOR VERTICAL WALL CONNECTION. 5 HORIZONTAL. ASSOCIATED DOCUMENTS IS AN j # INSTRUMENT OF ENGINEER'S if 4" CONIC SLAB WV 6X6X70j10 WWF l O EE OVER 6 MIL VAP K BARRIER OVER SERVICE FOR THE EXCLUSIVE USE SEE ST FOR VERTICAL WALL CONNECTION / CLEAN, WELL COMPACTED, TREATED FILL �; (TYP. VERTICAL REINFORCEMENT): AT THE PROJECT TITLED HEREIN. MAY BE USED - ____ _____ #5 DOWELS @ CORNERS & 24"o/c #5 HORIZ. 6" FROM END #� HORIZONTAL. 5 INFORMATION DERIVED FROM THIS 4" CONC SLAB W// 6X6X10�/10 WWF AS BRICK LEDGE __ THEREAFTER - BEND 48" MIN OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENT, AND/OR ASSOCIATED OVER 6 MIL VAPOR BARRIER OVER i ALL DOWELS @ TOP & BOTTOM, DOCUMENTS, MAY NOT BE USED CLEAN, W LL COMPACTED, TREATED FILL SLOPE GRADE EMBED MINIMUM 6" INTO FOOTING @CORNERS & INDICATED o/c SPACING _ 5 HORtZ. 6" it x -(1) #4 REBAR CONT. @HEADER COURSE LS - F THEREAFTER BEND ALL DONJELS @TOP & /2" # FOR OTHER WORK(5) OR - l /48" INTO SLAB (GROUT ALL CEL BOTTOM, EMBED MINIEAUM 6" INTO FOOTING MIN FROM END 0 PROJECT(S) WITHOUT THE = z SLOPE ------ VEKTJCALS. - - if tp - - DIMENSIONS ARE i- - EXPRESS WRITTEN PERMISSION OF a GRADE MIN. DISTANCES -I - 4" 1 STORY SOLID) _ _ _ - _ _ 72" INTO SLAB (GROUT ALL CELLS SOLID E- H DIMENSIONS ARE / HE PROJECT ENGINEER IDENTIFIED _ #5 VE TI A S ( ) T BELOW. E V) 0 1_-' 1= MIN. DISTANCES R C L T D. z 1" � _ CLEAN COMPACTED _I 6„ 2 STORY @ 24" 0/C -I IC -- - =I� j - 00 a a SAND FILL! _ �. --I -- - I O I I I 1 - T5 VFRTICAI S 0 o1r SPACING REV DESCRIPTION EMBEDDED STRAPS - - (TYP. HORIZONTAL 11 I - TO 12 COURSES: 24"v c --! li - I j Ij W/O BRICK MUST BE INSTALLED w/ _ _ (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ :i REINFORCEMENT): (2) I ; ADD CLEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16"o/c 1 jSLOPE OF 1 ADDITIONAL PIECE OF #4 _i' 1 CORNERS & 48"v/c THEREAFTER - BEND ALLif "pJ1.7(MyV11) LONGITUDINAL - --I IN 12" (M/�X.) UF��. 13-1/2 < 15 COURSES: 8"o/c II _' I_S l ___1 I_� I __. 2 - IIGRADE S G� REBAR PER SIMPSON ---i DOWELS @TOP & BUTTON, EMBED MINIMUM 6 / --- i --: -- - - I (TYP.) 3 W/ BRICK INSTRUCTIONS. *iWIRES SPACED @ 16" O C. 8 CMU, F - INTO FOOTING /12" INTO SLAB (GROUT ALL PROVIDE HORIZONTAL _. j REINFORCEMENT WITHIN 16" I I - !Lw ALL --� j 3 II CELLS SOLID) - MAX. STEMWALL HEIGHT. (�) 1 STORY FOOTING SIZE G SIZE _ __ __ ADD CLEAN FILL AND COMPACT 1 STORY F20T1L1. OF TOP AND BOTTOM Or j� ! jj 4 W/0 BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. 8" COURSES. FOR WALLS > yJ S •R/0 BRICK 16'xiD" W/ (2)#5 CONT. OR (2) 11 _. -- ' IN 12" (MAX.) LIFTS. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # (5) 8" COURSES HIGH USE W/ BRICK 20"x1D" W/ (2)#5 CONT. OR (3) ## MASONRY STEM WALL. - -- LAP ALL REINFORCEMENT MINIMUM 40 2 STORY DETAIL 1 A/ST2 OR 1 B/ST2 2 STORY _ if DIAMETERS AT ALL JOINTS. The 8" CMU; GROUT ALL CELLS II j 5 HORIZ. NEAR MID-HEIGHT. W/ BRICK 16- WIDE 24" WIDE (INCLU)DING LEDGE) W/)(3)#5 OR t,4) # DEPENDING ON WALL HEIGHT. w/O BRICK 2D"x1 U" W/ (2)#5 CONT. OR (3) # jj i# _ 1 — / / W/ BRICK 24"AW W/ (3)#5 CONT. OR (4) # i1 SOLID. MAX. (10) COURSES. i I_ I II I- III , (TYP. HORIZONTAL jI � #5 HORIZ. @ EACH 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL ADD CLEAN FILL AND COMPACT REINFORCEMENT): (2) - 4th COURSEGroup ST2 ST2 NOT TO SCALE I IN 12" (MAX.) LIFTS. --- -- W1.7(MW11) LONGITUDINAL NOT TO SCALE j l _ I'I --- -— WIRES SPACED 16" 0/C• -- _, ,STANDPRO (l j — --- - -- - --__- __ - --- -- -- - - ARD FOOTING SEE DETAIL BELOW -__— - -- - --------- i' _ I - 1F— REINFORCEMENT WITHIN 16" OF i Designers j +* EMBEDDED I -- - - -- I I SEE ST1 FOR VERTICAL NlALL CONNECTION. f- I , - -, - (l -' I =1 -- TOP AND BOTTOM OF jl - __ Engineers If STRAPS MUST BE -I - - - - - MASONRY STEM WALL. 12"d. X 24"w. 2,500psi CONIC. INSTALLED w * MAX. 2 COURSES I' _ ,. =-FOOTING wj (3) #5 REBAR EXCEPT: Esso ttl Blvd. i! j 5 1/ 5 1/2 WIDE CONC. SILL TOP AT MAIN SEE ST1 FOR VERTICAL _._ - _- _ 12 d ADDITIONAL PIECE _ _ ABOVE SLAB LEVEL. - �LAB LEVEL. TOP TO GARAGE FLOOR _-_ FOOTIN ooseveltlll jI WALL CONNECTION. ® -j --I II AT 2 STORY WITH BRICK USE Jacksotville,FL3_g4 — I _ _ _ _ _ �Jo4)77a�iioo � OF #4 REBAR PER - 1 - (1)#4 CONT. IN SOLID GROUTED __ l OF #4 N VARIES; MAX 7 1/2" (HEIGHTS EX -- - w j ( ) # I; ** WIDTH 8Y MORE THAN 2" REO ADDITIONAL U-BLOCK COURSE " --� ' ! - . 1 I , I � I x �D 'fl 4 5 FL CoA No.agOljINSTRUCTIONS. 1. - - -- - ANALYSIS) --. j l TYPICAL SLAB jl 4" CONC SLAB W/ 6x6x1O/1O WWF ;I OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. I. Z_o CLEAN, W LL COMPACTED, TREATED FILL SIZE &0 o REINF• — W/0 B CK 16°110GW/ (2)#4 CONT. I -- 1 SLOPE - __ j W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. -- . 1 L,J I'I I l i' I it =g GRADE " TYPICAL FOOTING - SEE 1 ST2 FOR STORY �,¢ �- ' I I' SIZE/REINFORCEMENT ! w/o BRICK 20"x1 D" W/ (3)#4 OR (2)#5 CONT. II � CLEAN COMPACTED — jl W/ BRICK 24"x10" W/ (4)#4 OR (3)#J5 CONT. j —, _ l o ut SAND FILL I �j 1B 10<15 COURSES STEM WALL FOUNDATION TYPICAL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, 1 -1 --_l SW or SP SOILS to 30# PSF LATERAL LOAD !; DIMENSIONS ARE j- i,- it to 6<10 COURSES STEM WALL FOUNDATION IN. DISTANCES if ST2 FOR STEM WALLS WITH 600 COURSES II I I 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE I ST2 NOT 70 SCALE ST2 NOT TO SCALE _ ------ _ _-_ __ ----__ -- — ---------- ---- -- I- — --_ - - -- 4" CONC SLAB W1 6X6X10/10 WWF II OVERLAP SLAB rt�CESS SLAB S/4' FOR / OVER 6 MIL VAPOR BARRIER OVER SLOPE 3 4" X 12" i': 1 1/2" THRESHOLD EXP. JOINT AT GARAGE DOOR 4" CONIC SLAB W/ 6X6X10/10 WWF CLEAN, WELL COMPACTED, TERMITE DEPTH = STUD + 1 1/4" (FROM OVER 6 MIL VAPOR BARRIER OVER TREATED FILL 1-1/2" OUTSIDE FACE OF BLOCK) CLEAN, WELL COMPACTED, TERMITE lJ RECESS SLAB 3/4'° FOR SGD I'; 4" CONIC SLAB W 6X6X70 10 WWF I TREATED FILL .I — OVER 6 MIL VAPOR BARRIER OVER 4" C )NC SLAB W/ 6X6X10 10 WWF _ _ CLEAN, WELL COMPACTED, TREATE FILL it 0 ER _ - SAW CUT IN 15'x15' GRID, I CLEAN, WELL COMPACTED, TREATED FILL I_ TYP. SLAB _ ___ _ ___' _ _ _ j P WHILE CONCRETE I1 1=_ 1' -j, =_ - - IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) I - ---- ----------- if ----- -- -------- OVER 6 MIL VAPOR BARRIER OVER 1-1 — iil' 1' — ' ,i _-i I_ -- -� 14 's.T. '• 4"J—1 1— I _— Y I,, 5' , _- _ -; - -- 6 MIL VAPOR BARRIER -- FOOTING SEE 1/ST2 FOR I% TYPICAL - SIZE REINFORCEMENT - I -- CLEAN COMPACTED - - - - - - - I • . ii ' ' 111' -lill