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1911 CREEKSIDE CIR 2015 PLANS FENERAL: WOOD: HOLDLTT20BTOINSIDE GENERAL DESIGN CRITERIA A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: . . HOLD DTT2Z TO INSIDE ' FACE OF WALL(EXTERIOR ENGINEER's SERVICE FOR THE EXCLUSIVE USE ATTHE PROJECTTITLED HEREIN. 1. RAFTERS/JOISTS-#2 SYP WALLS ONLY). _ FACE OF WALL(EXTERIOR BUILDING CODE 2010 FBC - EXISTING INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED 2. WALL PLATES - #2 SYP, U.N.O. WALLS ONLY). DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT 3. WALL HEADERS - #2 SYP (10) 16d COMMON COM PLIC OD WORK AREA THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED 4. WALL STUDS- #2 SPF, LIXO. (.162) x 3-1/2" NAILS. (8) 1/4"x1-1/2"SDS BELOW. B. ALL ENGINEERED WOOD PRODUCTS (EWP)TO BE AS FOLLOWS: 2"x2"x1/8" WASHER. SCREWS. LEVEL OF ALTERATION LEVEL 2 IN GOD WE TRUST B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. a. ALL STRUCTURAL COMPOSITE LUMBER (SCL)TO BE AS FOLLOW 2010 FBC - RESIDENTIAL C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING b. BEAMS b. COLUMNS 3/8" x 6" EMBED 3/8" x 6" EMBED CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING - LSL- 1.55E - LSL- 1.3E EPDXIED ATR. EPDXIED ATR. CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR - LVL 2.0 E - LVL- 1.8E WIND DESIGN CRITERIA 0) Lo THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE - PSL- 2.0E - PSL- 1.8E/2.OE (PER PLAN) NOT SPECIFICALLY IDENTIFIED. w 0 00 5. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI) 40, U.N.O. i DESIGN GUIDE ASCE 7-10 Ik M 00 D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 6. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND LTT20B DTT2Z DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. INSTRUCTIONS. WIND SPEED (V"�T) 130 mph E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT C. ALL SHEATHING TO BE AS FOLLOWS: p co LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED 1. ALL SHEATHING TO BE APA OR TECO RATED. WIND-BORNE DEBRIS CLASSIFICATION WIND SPEED (NASD) 101 mph < �- BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF } a- a 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR T � INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. ° - HOLD HTT4 TO INSIDE _ EXPOSURE CATEGORY B � ob SUPPORTS. °=- HOLD HTT5 TO INSIDE F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED 3. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/2x SOLID FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR BUILDING TYPE ENCLOSED ° BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER (� MATERIAL. WALLS ONLY). WALLS ONLY). ; BUILDING CATEGORY I I ° LL THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A 4. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLL WS: DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE (18) 16d x 2-1/2" (26) 16d x 2-1/2" -.�. a. 7/16 ------ .437" THICKNESS - 24/16 SPAN RATING (.162) x 2-1/2" NAILS. (.162) x 2-1/2" NAILS. TOPOGRAPHY FLAT (D RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF 5/8" EMBED (6"-MONO. 5 „ s ._, C. 19/32 ----- .594" THICKNESS - 40/20 SPAN RATING 0" EMBED (6 -MQNO. MEAN ROOF HEIGHT < 30° I.- THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE 10 -STEMWALL) EPDXIED �� NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE U) 10 -STEMWALL EPDXIED D STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE ATTENTION OF THIS d. 23/32" ------ .719" THICKNESS - 48/24 SPAN RATING ATR. ) � DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN D. REFER TO TRUSS MANUFACTURER's SPECIFICATIONS FOR THE FOLLOWING: ATR. SOLID SAWN MEMBER DESIGN CRITERIA w 0 THE STATE OF FLORIDA. 1. INSTALLATION GUIDELINES. RIA LIJ D G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM 2. TRUSS TO TRUSS CONNECTIONS. MANUFACTURER OR DESIGNER. 3. MULTI-PLY TRUSS CONNECTIONS. USE L.L. D.L. L.L,0 T.L.0 (D H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB 4. TRUSS MEMBER BRACING LOCATIONS AND CONNECTIONS. HTT4 HTTS (/) E. ATTACH ALL STUD COLUMNS,JACK TO KING ASSEMBLIES, CORNER POSTS, ! ROOF (SHINGLE) 20 7 L/240 L/180 , SITE PRIOR TO COMMENCING WORK. ETC. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS. w I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE 1. 2x4 POST- (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/ OF r FLOOR (ROOMS) 40 15 L/360 L/240 ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT �- _ FLOOR (BECKS) 40 15 L/360 L/240 ® � EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. CENTERLINE OF POST. _ HOLD HDU8 TO INSIDE HOLD HDQ8 TO INSIDE J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 2. 2x6 POST- (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR 2' 00 TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EDGE.USS CONNECTIONS. WALLS ONLY). WALLS ONLY). FLOOR (BALCONIES) 6O 15 L/360 L/240 � ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. 2x8 POST (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) ATTIC CEILING (STORAGE) 20 5 L/360 L 2240 K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. 11 ° (20) 1/4" x 2-1/2" A�. z PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS F. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAIL @ 12 SDS SCREWS. (20) 1/4 x 3 I IC CEILING (NO STORAGE) 10 5 L/360 L/240 It COMPONENT PARTS DURING ERECTION. o/c OR ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF SDS SCREWS. WALL (BRITTLE FINISH) L/240 �L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL MORE THAN 3 PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS 7/g" x 13" EMBED 7/8" x 13" EMBED � � WALL (FLEXIBLE FINISH) L 120 � TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE SPECIFIED. / Z STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. G. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALLBE AS EPDXIED ATR. EPDXIED ATR BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED INDICATED IN FBC TABLE 2304.9.1. TRUSS MEMBER DESIGN STRUCTURE ONLY. H. METAL CONNECTORS TO BE PROVIDED BY SIMPSON STRONG-TIE. REFER TOS, N CRITERIA Lo 2013-2014 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOGUE FOR HDU8 HDQ8 FOUNDATION: ADDITIONAL INFORMATION. ALTERNATE CONNECTORS WITH EQUIVE ANT L.L. T.L. R HIGHER LOADS MAY BE USED IN LIEU OF SPECIFIED COMPONENTS. MEMBER L.L. D.L. Q 0 A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT I. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOW STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" ROOF TOP CHORD (SHINGLE) 20 7 L ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION b. 10d - .148"x3" d. 16d - .162"x3-1/2" - HOLD HDU11 TO INSIDE /24.0 L/180 FACE OF WALL(EXTERIOR (i6) 1od coMlVloN �, ROOF BOTTOM CHORD 10a'b 5 L/240 L/180 AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOT ANTICIPATE WALLS ONLY - ---- (•148") x 3" NAILS. DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH AS )• THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC FLOOR TOP CHORD 40 10 L/360 L/240 MATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL CORROSION/DECAY RESISTANCE: SDS SCREWS. FLOOR BOTTOM CHORD 0 5 L 360 L 240 W ENGINEERING FIRM MAY BE USED AT THE DISCRETION OF THE BUILDING / / 3 MIN. a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE Z CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE 1 x 15 EMBED LOAD REQUIREMENTS. - N OFFICE FOR REVIEW. IN THE ABSENCE OFA GEOTECHNICAL ENGINEERS REPORT, LUMBER EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT EPDXIED ATR. ,,3/4 x 12 EMBED W THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY (DECK/BALCONY BOARDS, JOISTS, POSTS, ETC.) SHALL BE PRESSURE ;EPDXIED ATR. b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE) WHEN TWO OR ..I LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. ; MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND •.I PRESERVATIVE TREATED TO A LEVEL RATED FOR THE SPECIFIC APPLICA ION. j ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR W B. DESIGN HAS BEEN BASED ON ANON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BORATE-TREATED WOOD SHALL NOT BE USED AS/FOR STRUCTURAL ' rn BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf(LEVEL BACK SLOPE). NOTIFY GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM UJ U MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT UNLESS ,-` U THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE - ry HDU11 - - HGT2�3�4 OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: SPECIFICALLY RATED BY THE MANUFACTUR'ER/TREATER AS ADEQUATE -OR THE ATTIC`AREA'IS ACCESSIBLE BY A'PULL-DOWN STAIRWAY OR NON-CONFORMING CONDITIONS ARE FOUND TO EXIST. THE USE. ` i C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FRAMED OPENING. ® r W B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE � * U THE BOTTOM CHORD PITCH IS< 2/12. FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. * BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER ORI - -+-- HOLD HDU14 TO INSIDE AER OF W D E. BACKFILL ADJACENT TO FOUNDATION WAILS SHALL NOT BE PLACED UNTIL THE FACE OF WALL(EXTERIOR (16) 1/4"x3" SDS ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED _ WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR CONTACT WITH CORROSIVE MATERIALS (ACQ, CA-B, CBA-E, ETC.) SHALLBE WALLS ONLY). - SCREWS. i OVER THE ENTIRE SPAN. Q Q rn Z-MAX COATED HOT DIPPED GALVANIZED STAINLESS STEEL OR OTHERWISE uJ SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. 0 rn EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE 3" MIN. - W MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED (36) 1/4" x 2-1/2" - uJ (--- COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE SDS SCREWS. TIE-DOWN DESIGN TYPE �L Z W SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE O I . ' W USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE A :ZA 1" x 15" EMBED 5/8" EMBED (6"- ONO. w THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE I SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND EPDXIED ATR. 10"-STEMWALL) EPDXIED W O ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD pp�� -1 FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. CONNECTORS. ATR. 3/O ALL THREAD ROD SYSTEM �. _ F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A D. STAINLESS STEEL AND ZINC-PLATED (Z-MAX, HDG, ETC.) FASTENERS AN U in DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS , U J CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATED HDU14 VGT = W 1557) FOR A DEPTH OF AT LEAST TWO FEET(2') BELOW THE BOTTOM OF THE CONNECTORS. FOOTING. L G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND '- > Q w METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE FRAMING CONNECTOR SCHEDULE LL DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS r--- W > > SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8 AT EDGES AND ENDS ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, CLIP, TIE or STRAP FASTENERS rnrn IN CONFORMANCE WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE LONG-TERM SATISFACTORY PERFORMANCE. H2.5A OR H2.5T (5) 8d COMMON x 1-1/2" PER END O V, USED WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH H8 (5) 10d COMMON x 1-1/2" PER ENDS Z '- U C� U ASTM-C 116. MTS12 (7) 10d COMMON x 1-1/2" PER END H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER MASONRY: DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST HTS20 (12) 10d COMMON x 1-1/2" PER END o A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS J 95/o OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557). FILL SHALL LGT2 (16) 16d SINKER x 3-1/4" TO TRUSS � `� REVISIONS BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF 402 MASONRY BUILDING CODE. (14) 16d SINKER x 3-1/4"TO PLATE/POST PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING I. WHERE SHOWN, CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE LGT3 GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). (26) 16d SINKER x 3-1/4"TO PLATE/POST - OF 2500 psi AT 28 DAYS. C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. p D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINI UM LGT4 (16) 1/4"x3" SDS SCREWS TO TRUSS _ J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: (30) 16d SINKER x 3-1/4"TO PLATE/POST • CONCRETE CAST AGAINST EARTH - 3" 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED O CS22 (12) 8d OR (10) 10d COMMON x 1-1/2" PER END I ; • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER" 11/2" PROVIDE A SLUMP BETWEEN 8"-11". • INTERIOR SLABS, WALLS- 3/4". E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL MSTA12 (5) 10d COMMON x 1-1/2" PER END E DESIGNED BY: BAM 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL PLANS UNLESS NOTED OTHERWISE. MSTA18 (7) 10d COMMON x 1-1/2" PER END REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND .5" MSTA24 (9) 10d COMMON x 1-1/2" PER END DRAWN BY: BAM INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF FOR#5 BARS. BALL 90 HOOKS SHALL HAVE A MIN. BEND LENGTH OF FOR CHECKED BY: BAM ° #4 AND 7-1/2 FOR#5 INTO FOOTING UNLESS NOTED OTHERWISE. MSTA36 (13) 10d COMMON x 1-1/2 PER END REINFORCING SHALL BE 25 FOR#5 BARS AND 20 FOR#4 BARS. ALL 90 HOOKS �.� MST48 (25) 16d COMMON x 3-1/2" PER END r ©� SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR#5 INTO G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. t/ FOOTING UNLESS NOTED OTHERWISE. H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAG :x MST60 (34) 16d COMMON x 3-1/2" PER END QJOB NUMBER 7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORT R4-1 J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, JOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND SP1 (6) 10d COMMON x 3"TO STUD „ ! C� MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING 0 (4) 10d COMMON x 3"TO PLATE -�V J 7 2 6 4 CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS SP2 (6) 10d COMMON x 3" TO STUD V , (6) 10d COMMON x 3"TO PLATE SHEET STEEL: ALLOWABLE SPANS FOR LINTELS (4) 10d COMMON x 1-1/2"TO STUD SUPPORTING MASONRY VENEER SSP (3) 10d COMMON x 1-1/2"TO DOUBLE PLATE A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION SIZE OF STEEL NO STORY ONE STORY TWO STORIES (1) 10d COMMON x 1-1/2"TO SINGLE PLATE c S FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ANGLE ABOVE ABOVE ABOVE BUILDINGS". (8) 10d COMMON x 1-1/2 TO STUD FILE B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: L3x3x1/4 6'-0" 4'-6" 3'-0" DSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE { • PIPE -ASTM A53, TYPE E OR S, GR. B L4x3x1/4 8'-0" 6'-0" 4'-6" (2) 10d COMMON x 1-1/2"TO SINGLE PLATE PROJECT ENGINEER k 1{Illlr • TUBE - ASTM A500 L5x3-1/2x5/16 10'-0" 8'-0" 6'-0" (9) 10d COMMON x 1-1/2"TO STUD ®,�� rrrri C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE L6x3-1/2x5/16 14'-0" 9'-6" 7'-0" TSP „ i REVIEWED FOR CODE COMPLIANCE ®� NAr•• �R''►, (6) 10d COMMON x 1-1/2 TO DOUBLE PLATE ® Q <: C E N S°•.� 36 UNLESS NOTED OTHERWISE. CITY OF ATLANTIC REACH �'�•,•' °•�,L®o 2-6x3-1/2x5/16 20-0 121-0119-6 m �k D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS SPH4/6/8 (12) 10d COMMON x 1-1/2 TOTAL SEE PERMITS FOR ADDITIONAL 0 64010 % NOTES: I m * . o SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE A34 (8) 8d COMMON x 1-1/2"TOTAL # ? REQUIREMENTS AND CONDITIONS , CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4 . •� b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. LTP4 (12) 8d COMMON x 1-1/2" TOTAL r COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED C. CONTACTTHIS OFFICE FOR OPENING PARAMETERS EXCEEDING REVIEWED BY: DATE: �`C�'f� 1�•• AT ®�rvr RODS -ASTM A449 OR SIMILAR- SHALL BE HEAVY HEX ASTM A563 GRADE DH. ,�.•. Al •�® E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. THOSE SHOWN. MEMBER CONNECTION DETAILS ,'�`��°L R ' .... 0� ' VERSION 3.2 'loossr�'llitars``��o,` t 2/5/ 15 i -tot i N 'x fir• rte/, } 4 I a \\\ ` �✓ ------ '~ __ ADDITION 4 \\\ = O 'ADDITION Ivo \ G ----- II f ISIS., v A l 4 0 _® 51 TE GOVERACE TABULATION v I I I t--� ZONING PUD \\ NEW 3' I LOT WIDTH VARIES \ 511)EWALK — `_----- --i — LOT SIZE q6q4 SE \\�/'moo EXISTING HOUSE 2410 SE EXISTING DRIVE NEW ADDITIONS 133 51= TOTAL 50. ET. 2543 5E I PATIO 254 51= FRONT PORGH 14q SE o WALK � DRIVEWAY 4�b 5E OUTDOOR SHOWER 13 5 TOTAL SQ. ET. IMPER. 3437 5E BUILDING GOVERACE 26.2% IMPERVIOUS GOVERACE 35.5% i O SGALE: I " �EV � S � o�.S PRELIM 1 12-12-2014 PRELIM 2 12-1'i-2014 PREL I M 3 01-05-2015 GD 1 01-22-2015 GD 2 01-26-2015 N5 ANS NC�AT1CN TC REE < 5 I � � I R LE j fs �'} #o r .i :`il <:i _: .... ' . o l .. .. ¢J Sr �£ W o `~5/r fi o i$ � � .. 'J . ../ ..J M ............................:... .: ..... v v; £.: L .:.. .... .^ r -: - :' .. .:: ... ... .: ,,11,, aLJ F' d # , ®® �® I� j }> sfi I }` .r i'} Y r jL�y ;T. j £S } � • ' r _ . . . . r } !~: J - <P Y V b ,n V ., .: S( 0 SJ e oxj F .. — .: :... }4 cc L } +{ k ms iM £ t ': Z r _ a r� . Y r h O —__—�_ } rj a/ j Fx u -_ 3 J m --_ __ RL '1 n lu �� ---_ __ N m v --- _ _ � tL ------ , `- ___ ADDITION � �...- I T I G 111 I TY 1�1 ' ° _ _ _ \� _——— ___ Ip 5GALE: NOT TO SCALE 10 < O � I / �/ �� Z GQ' �M ADDITION - � O 3 '' E a �I — I 1 c _ r D� �.. \ ` I - :r / 1 o F C �li� � N®T �: Q o, �\ r is m \� I b I. ALL DIMENSIONS FROM EX15TINO WALLS ARE FROM FADE OF FIN15H AND ALL Z v O � ��,\ ,— �, \ 1 , \0 (fib DIMENSIONS FROM NEH WALLS ARE FROM FACE OF FINISH, UNLE55 OTHERN15E NOTED. 13 Q 43 _� 2. HHERE DEMOLITION OF CERTAIN ITEMS LEAVE PENENTRATION5 IN — — �V' i �� ------ y✓ EXI5TING-TO-REMAIN FLOORS, HALLS, GEILING5, ETG., PATCH 5UGH PENETRATIONS AS p III II III W I� n 'V% �� I ) � � ( REQUIRED TO MEET ORIGINAL FINISH AND PROTEGTION. *�" W m ----- 1 I \ \ „�' 1 /' 3, ALL WOOD IN GONTAGT WITH GONGRETE OR MASONRY SHALL BE PRESSURE TREATED. v / , / I 0 - 6 \ �� z � w k � M I 11 r - I _' �Y1��OL, J� � l�11� �� m —p�- V \� o o I O co —Ili SITE GOVER�GE T BUL�TION � I I , ~' �-- I BUILDING SEGTION DESIGNATION - 5HEET WHERE 5EGTION 15 FOUND �� z 1 I � � ZONING PUD I w 51 DETAIL DE5IGNATION - SHEET WHERE DETAIL 15 FOUND } \� \ I i - NEW 3' I LOT WI DTH VARIES. d SIDEWALK , _--- _ — _ w C �1 �1 \ ,r _ ' Q LOT J(Z v� vI �� ®1 51 HALL 5EGTION OR ELEVATION DE5IGNATION - 5HEET HERE ELEVATION IS FOUND kA - ,� m o EXISTING HOUSE 2410 SF \\� ��/ EXISTING DRIVE i IOI ROOM DESIGNATION - SEE FINISH SCHEDULE O "� r' �' t�I 133 <. l� ( r NEW ADD I T I O I vS � ool DOOR NUMBER DE516NATION - SEE DOOR 5GHEDULE 4 I . 001 WINDOW NUMBER DE516NA T ION - SEE WINDOW SGHEDULE TOTAL SQ. FT. 2543 SF , L, I f 1 DATUM POINT FROM EXISTING FIN15H F OOR EVE UN E55 OTHERHI5E NO y L L L, L TED. PATIO 254 SF "(("" FRONT PORGH 14q SF WALK � DRIVEWAY 418 SF G5 N I a°56151 11 Irl OUTDOOR SHOWER 13 SF �� °®.�� ' o . ®.®® I L I ST O � � AA I NS5 n k � TOTAL SQ. FT. IMPER. 3431 SF G I G®\/ R/5 1 T� FLAN Gid fGeI GIRGA BUILDING GOVERAGE 26.2% 4 � I �E�®L 1 TI ®N IMPERVIOUS GOVERAGE 35.5% � ��® i�j� N ,� A2 EXfi ER� CSR ELEVAT 1 ®N a 1 -� FL c �� EXTERIOR L X A71O 5 SHe�T: 0 A4 F®UN�ATI ®N PLAN SGALE: I " = 101-011 ``� A5 R®®� f'RA I N6 PLAN JOB NO: 14-118 L GTR I GAL I=LAN 1 � DRAWN BY: WEB DATE: 01-26-2015 THESE PLANS ARE:POR THS SXCLU51Y8 { 1 USE OF IMAGINE ARCHITECTURAL DESIGNS INC. AND ARE NOT TO BE REPRODUCED i # ,: II I' (' -.-. - ,��._m - ISIC)N PRELIM 1 12-12-2014 PRELIM 2 12-117-2014 PRELIM 3 01-05-2015 GD 1 01-22-2015 GD 2 01-26-2015 REMOVE EXISTING REMOVE EXISTING WINDOWS CLOSET THIS AREA REMOVE EXISTING MA5TER BATH FIXTURES, WALLS, AND 0 CABINETS { REMOVE EXI TING O 1< DOORS REMOVE EXISTING REMOVE EXISTING ,� FIREPLACE, CHIMNEY, WATER HEATER � � �� MANTLE, AND HEARTH � PATIO a J ` REMOVE EX15TINC2 REMOVE EXISTING REMOVE EXISTING WALL REMOVE EXISTING BATH WINDOWS AND DOOR FIXTURES, WALLS, AND WINDOWS � w 1 k n REMOVE EXISTING CABINETS, CLOSETS, lu DOORS WALLS, AND DOORS THIS AREA REMOVE EXISTING REMOVE EXISTING WINDOWS I WALLS AND DOOR - < � REMOVE EXISTING � WINDOWS G SITTING REMOVE EXISTINREMOVE E X15TING CHIMNEY FOOTING 4 DOORS x SLAB N U REMOVE EXISTING BATH ci M?AeT�R 5UITr CABINETS, CLOSETS,lxruREs, WALLS, AND DEMOLITION NOTES C ' ti WALLS, AND DOORS REMOVE EXISTING ` �; DDDR AND WALLS THIS < it THIS AREA LIYINC I. REMOVE EXISTING CONSTRUCTION AS INDICATED IN THE DRAWINGS REMOVE EXISTING AREA WINDOWS E. UNLi=55 NOTED OTHERWISE. tu z 2. DEMOLITION WORK SHALL BE EXECUTED IN GONFORMANGE WITH ALL v <: REMOVE EX15TIKO WALL 11 } CODES AND ORDINANCES AS SET F'OR.TH BY ALL GOVERNING O F IL THIS A :.,. _ REMOVE EXISTING REMOVE EXISTING � AREA4 i REMOVE EXISTING l KITCHEN, LAUNDRY, Ll WALL THI5 AREA` z AUTHORITIES. . . H RIZE DOORS # LANDING 3 r� f�T„-' �. »: x � -� CLOSETS, WALLS, � CONTRACTOR SHALL VISIT GONSTRUGTiON SITE SO AS TO FAMILIA Q y< DOORS, AND DROPPED WITH WORK TO BE DONE AND REQUIREMPITS OF THE OWNERS TO III GEILING THIS AREA RELOCATE EXISTING ACCOMPLISH TH15 WORK. AHU AHU WH 4. ALL EXISTING ELECTRICAL CIRCUITS THAT ARE ABANDONED SHALL BE < . c GAPPED AND SEALED. ELECTRICIAN TO VERIFY CAPACITY OF EXISTING O Q ul PANEL. r 5. EXISTING HVAC GOMPRE550R5 IN REMODELED AREA TO BE RELOGATED. r o Ike — m ELECTRICAL AND REFRIGERANT LINES TO BE MODIFIED A5 NECESSARY. w ., U- 6. ALL EXISTING PLUMBING LINES THAT ARE ABANDONED SHALL BE GAPPED v U- AND SEALED. PLUMBER TO VERIFY EXISTING CONDITIONS —_ 7, BRACE ALL EXI5TIN6 STRUCTURE OR 5TRUGTURAL ELEMENTS A5 ( EXIST. REMOVE EXISTING WALL NECESSARY DURING DEMOLITION. P05 THI5 AREA < 8. z ALL EXISTING EXTERIOR SIDING TO BE REMOVED � Y ALL EXISTING INTERIOR FLOORING TO BE REMOVED. 10, ALL EXISTING INTERIOR WALL FINISHES TO BE REMOVED A5 PER THE I� z BUILDER'S DIRECTION. REMOVE EXISTING 2 CAR 6AR66C } BUILT-INS, GL05ET5, . WALLS, AND DOORSd AREAS TO BE REMOVED THIS AREA R < < s N R REMOVE EXISTING REMOVE EXISTING WALLS AND ENTRY 50. FT. TABULATION WINDOWS DOOR EXISTING HEATED 2000 5F -- EXISTING GARAGE 441 5F EXISTING ENTRY 11 5F EXISTING LANAI 128 5F I L7)r=Y0l I T I Oil FL.AN I SCALE: I/4" = I'-O" 1 i' i r s JOB NO: 14-118 DRAWN BY: "EF3 DATE: 01-26-2015 t I THE5E PLANS ARe FOR THS EXCLUSIVE RLt°RODU I USE OP IMAGINE ARCHITECTURAL DESI6N5 INC. AND ARE NOT TO BE CLD i I Y I i PRELIM 1 12-12-2014 PRELIM 2 12-17-2014 PRELIM 5 01-05-2015 GD 1 01-22-2015 GD 2 01-26-2015 211 FAUCET SELEGTION EX15TINC2 5'0X2'0 TRANSOM AND LOGATION BY OLUMN ` 8' HD H T OWNER z� i I g - R4 5H HD - - - - -1 24-1411 _l I 12'-10211 10'-421. 31_411 m m FREE STANDING TUB LAV _0 LAV -r i q1_ I 10'-3311 41_5511 /1_5 11 b1-5 111 51_/11 4'-101 11 V f Cl Cl MA V 2 Lu I MABTER BATH N o � � EXIST. PATIO 1 NEW P?�TIO s +-10' GLG 2'0 PD 1 I Cx W.I.C. I 13'ox5'o 5H %/- o V -1(V +-10' GLG I I =1 U N HD m 2'0X6'8 �n x cn �11 I NOTES w z_ 2'6 PO N l CL IL 1. DIMENSIONS ARE FROM FAGE OF FINISH ON INTERIOR WALLS AND `r 3'-101 " I'-I� 2 3'0X6'8 FD 2 3'0X5'0 5H $R 3 TO FAGS OF FIN15H OR SHEATHING ON NEW EXTERIOR WALL5. ,r- l 2 7'-b" 21-011 3'-b" x = 24X68 8' GLG [a Q tx 2. GONTRAGTOR SHALL FIELD VERIFY EX15TING GON5TRUGTION v x L - - - wp m1� L - WC ' -1cv AND GONDITION5 BEFORE THE START OF ANY DEMOLITION OR `t' - O NEW GON5TRUGTION. FRAME DOWN GEILING IN MASTER RASH 2X6 WALL7777777 '� NEW FAME WALL IN o Q -� `�' 'j' 3. GONTRAGTOR SHALL PROVIDE PROPERTY PROTECTION FOR SUITE, MASTER BATH AND MASTER EXI5TI G LOGATION -' $'4 2 ALL AREAS NOT AFFECTED BY DEMOLITION OR NEW GLO5ET TO ELIMINATE VAULTED a Q - 8' GLG GON5TRUGTION Q GEILING. ALIGN NEW CEILING WITH FRAMELE55 TEMPERED 4. GONTRAGTOR SHALL PROVIDE ALL APPLIGABLE PERMITS FOR LOWEST POINT OF EXI5TING VAULT LAS/ WG GLASS SHO ER Q DEMOLITION AND NEW CONSTRUCTION. II� II� z 8�'t p ENGL05URE O 80" AFF 5' gF• L 2 b PD ANT _ 5. CONTRACTOR'S ELEGTRIGAL PLUMBING AND MEGHANIGAL X11-11-11 8' GLG ON 4" CURB. 1 a TO EXT. _411 = 16X68 �t 5UB-GONTRAGTOR5 SHALL FIELD VERIFY EXISTING GONDITION5 M?�STER SUITE 3 21-411 3 5 `r - - - - - - - -P4 T, Id WASHER DRYER BEFORE THE START OF ANY DEMOLITION OR NEW GON5TRUGTION. m z +-10' GLG - cy R S LAUN. z b. ALL DEMOLISHED MATERIAL, TRASH, SCRAPS, AND N v tl D_ 2b PD 2X8 WALL -11N �.IYINC i 8 GLG O xo GON5TRUGTION WASTE SHALL BE DISPOSED OF IN A TIMELY AND m <r O SEW WINE 8' 8'-II'� 3-82 2'_0" 3'-4" 8'-O" `� m -1d APPROPRIATE FASHION AND THE 51TE SHALL BE KEPT IN A p `n I ATTIC I GLR c� �; GLEAN AND ORDERLY GONDITION. X a� PGRADE W.H. ; 8' GLG O m tu Ii p c� w �AGG.J BAR m 2'8X6'8 z 2'8X6'8 o ALL WORK SHALL BE DONE IN ACCORDANCE WITH ATLANTIC BEAGH BUILDING DEPARTMENT CODES, RULES, AND REGULATIONS. fl - GONTRAGTOR SHALL FAMILIARIZE HIMSELF AND H15 `[ 8 GL6 I I O <r x - - - RASH - - SUB-CONTRACTORS WITH THESE REQUIREMENTS. m coo . WH AHU v IL �; 1� PLUMBING SELECTIONS FOR FLGORiN6 FINISHES, ELEGTRIGAL AND p 1I J _ _ 8 ALL IL 5 GE O BF � G FIXT 5, DOORS, HAR RE,'A1?1'kIA TG. ARE Q O RELOCATED cv TO BE MADE BY OR APPROVEF' D HE OH.NER. N a 5 E X . R4 5H _ -�N WH AHU - G. ANY EXISTING PLUMBING OR ELEGTRIGAL LINES TO BE A E _ d X - - - - ' — - - - - - - ABANDONED R TO BE APED AND SEALED IN AGGORDANGE N EXIST. CURB Q C m 4'0X6'0 SH N 3'-4" 8'-O" in WITH GODS. \ r 4' BF + O 10. EXI5TIN6 PLUMBING 5UPPLY AND DRAIN LINES To BE MODIFIED 0 w II� II I`I 0 - - - - - - - -lll 8' GLG I p A5 NECESSARY TO ACCOMPLISH THE WORK A5 SHOWN, AND IN Q c� 1 EXIST.) AGGORDANGE WITH THE CODE. P05 NEW GONG. V F YER - - - - p - -I I THI5 AREA TO ( m I1. NEW WINDOW5 SHALL MATCH EXI5TING MANUFACTURER, MODEL, III W m GLG OO I I N J 1 I I RAISE AND I N AND COLOR. NEW WINDOW5 SHALL MEET ALL APPLICABLE FLORIDA d w LEVEL FLOOR 1 BUILDING GODE REQUIREMENT5 AND GONTRAGTOR SHALL PROVIDE v IL SINKS DW I L — I ;i, ALL REQUIRED FLORIDA WIND LOAD TEST NUMBERS. ui i_ 11 I II 2' O'� _. BR 2/0FA I GE NEN 3'O '8 ENTRY I 12. HVAC SUPPLY TO NEW ADDITION TO BE PROVIDED BY EXISTING z 8' GLG D W/ 15 5L 5 8 O 4 O MEGHANIGAL SYSTEM. EXTEND AND GONNEGT INTO EXISTING SUPPLY KITCHEN � /� DUGT. ul 1118' GLG `r Gl"IRA�C�E 13. ALL EXISTING EXTERIOR SIDING TO BE REMOVED AND ��j� 3'-8- 3-billGOOKTOP +8 GL6 O iY _ REPLACED. -U4- 8 8 14. ALL EXISTING INTERIOR FLOORING TO BE REMOVED AND I� E TRY O REPLAGED. 2 OX3 O SH 1 OX3 O n STORA67E +8' GLG N +,S + r'L�- 5, EXIST. PORCH GLG OFFIT INDIGATES NEW 2X4 STUD WA`1 50FFIT7 50FFIT 7 5LL. STUDS @ Ib O.G.EXIST. PT 6X6 P05T W/ IX WRAP. -1"X7" FIN. DIM. 5Q. FT. TABULATION NEW HEATED 21gl 5FGARAGE 346 5F PROPOS=� LOOR FLAN ENTRY PORGH 14a 5F LANAI 254 5F SGALE: 1/4" = 1'-O" JOB NO:DRAWN BY:DATE:THESE PLANS ARE POR THE EXCLUSIVE USE OF IMAGINE ARCHITECTURAL DESIGNSINC.AND ARL NOT TO 5E RLPRODUCLD ION.S PRELIM I 12-12-2014 PRELIM 2 12-17-2014 PRELIM 3 OI-05-2015 GD 1 OI-22-2015 GD 2 OI-26-2015 NEW METAL ROOF ON "PEEL 5TIGK" UNDERLAYMENT V-- FA5GIA MATGH EXI5TING NEW METAL ROOF ON "PEEL ° 5TIGK" UNDERLAYMENT NEW METAL ROOF ON "PEEL i! 6 5TIGK" UNDERLAYMENT FA5GIA MATCH EXISTING LUi NEW 4" HARDIEIII I I III I I II I I I II I I II I Il- TOP OF PLATE TRIM Lji Li I I � &'-I-lbA.F.F. I Y iL .ii i t tf I I I � I I I L NEW HARDIE SHAKE I I ( � ( I I LJ Tm ■ I NEW 4 HARDIE z SIDING ON TYPAR TRIM ( f I I I 11 I 1 1 INFILTRATION BARRIER -IL LL li IL I A- ( - _I I I I -1 NEW HARDIE SHAKE o I I I SIDING ON TYPAR Q INFILTRATION BARRIER 111 I IIL IL II 1111 LII I I _IJ I _ I I I IL11 I I III ISL I I I III I II I I I ) II I I III ' I I i t III III uw I�� I I I LHILL I X FIN. FL. 15T FL. � I lu ` 111 MA RONT ELEVATION m SCALE: 1/4" = 1'-0" lu N N U = r w .1 O YJ Ck IIIIII r < ---U1 z v � o Q � Ck n l MAw I m r w IL af tuU NEW METAL ROOF ON "PEEL 5TIGK" UNDERLAYMENT \�� NEW METAL ROOF ON "PEEL d 5TIGK UNDERLAYMENT FA5GIA MATCH a EXI5TING \,\ EXISTING COLUMN � NEW 4° HARDIE �I TRIM € NEW 4" HARDIE � NEW HARDIE SHAKE TRIM 51DIN6 ON TYPAR INFILTRATION BARRIER I NEW HARDIE LAP f ' I III 51DING ON TYPAR �� u L - INFILTRATION BARRIER ILILLUILILl III II IIII 3. RI BHT 51OE E L VAT 1 . N SCALE: 1/4" SHEET: JOB NO: 14-118 DRAWN BY: Wig DATE: OI-Z6-201 a THSSE PIANS ARE FOR TF+M EXGI.U5IVE USE OF IMAGINE ARCHITECTURAL DESIGNS TP INC.AND ARE NOT TO BE REPRODUCED ti � ISIoNS PRELIM 1 12-12-2014 PRELIM 2 12-11-2014 PRELIM 5 01-05-2015 GD 1 01-22-2015 GD 2 01-26-2015 NEW METAL ROOF ON "PEEL NEW METAL ROOF ON PEEL STIGK" UNDERLAYMENT STICK' UNDERLAYMENT FASGIA MATGH EXISTING 0 LL-1 1 NEW 4, HARDIE O NEW 4" HARDIE TRIM Isi TRIM LlNEW HARDIE LAP NEW HARDIE LAP Lj SIDING ON TYPAR y Q 51DIN6 ON TYPAR INFILTRATION BARRIER INFILTRATION BARRIER 0 all ��III uIII yf 11t I REAR EL.EVAT I ON 5GALE: !/4" _ 1'-0' � O a � 2 r _. to � V tu kf " � z O WQ MA ILI 4 III II }`I -ua � � o I� z If NEW METAL ROOF ON "PEEL 8 STIGK UNDERLAYMENT NEW METAL ROOF ON PEEL 3 & STIGK UNDERLAYMENTtu 4 A T N a 0 NEW 4" HARDIEIwo TRIM 4" HARDIE NEW I TRIM 6X6 PT POST W/ IX WRAP. 7X7 FIN. DIM. NEW HARDIE LAP 510IN6 ON TYPAR INFILTRATION BARRIER LII-1 A I NEW HARDIE LAP h I I I I 51 D I NG ON TYPAR 11 INFILTRATION BARRIER L11 I Lu I I I I NEW 6" HARDIE I (1ti TRIM S I I II I I I L LEFT 51 �F h VT I OSI z 5GA ]_: 1/4" _ 1 -0 _ SHEET: k y '4 JOS NO: i 4—118 x a DRAWN BY: !^!EB DATE, 0I-26-2015 THESE PLANS ARE ICOR THE EXCLUSIVE x' USE OF IMAGINE ARCHITECTURAL DESI&N5 INC. AND ARE NOT TO BE REPRODUCED Y h� 4, I ' ea; PRELIM 1 12-12-2014 PRELIM 2 12-11-2014 PRELIM 5 0I-05-2015 GD I 01-22-2015 GD 2 0I-26-2015 1/2" THREADED ROD, W/ 10" EPDXY EMBED (5EE 5TRUGTURAL PLAN) 2x4 SPF #2 STUDS, AT I b" O.G. 4" GONG. 5LAB ® 2500 PSI 2x4 5YP #2 P.T. W/bXb 10/10 W.W.F. OVER b BOTTOM PLATE b" THICKENED MIL VAPOR BARRIER 5LAB W/ 1 #5 3 ROD CONT. FIN15H GRADE - FIELD a p EXISTING COLUMN �4 10'-10 " 12'-102" 10 '-42 3,-4 „ VERIFY " /\/, /\ \ F— - - - - - - - - - - -I \F - - / — j=====� - - - p - - o - - - - - - - - - I — I Ib"xlb" CONT. FREE STANDING \ I I rich GONG. MONOLITHIC 16"Ab" CONT. GONG. \ / I TUB f I LAY LAV I I TURNDOWN MONOLITHIC 1 FOOTING W/ 245 TURNDOWN FOOTING 4 CONT. W/ 2-#5 CONT. '; /i!%j:�/j // Ly ,4 \ / POUR NEW 4" GONG. 5LAB \� I X o I THI5 AREA WHERE 4" GONG. 5LAB / \ GHIMNEY FOOTING $ GOMPAGTED AND / \ i 5LAB WERE REMOVED. TREATED FILL X / \ ALIGN W/ PATIO 5LAB. I —L b"—I N 8" THICKENED I I ( I b" THICKENED I SEGTI ON a MONO-5LA5 rzr; er O 5LAB W/ 1 #5 , F — — — 5LAB W/ I #5 A4 �J/4" _ I �_011 vI I ROD GONT. L - - - - J - - - - - - - - - - J I — - - - - - — — — ROD GONT. -- I I C —W- 1/2" EXPAN51ON Lu X FILL VOID W/ 8" THIGKENE JOINT (TYP.) (`� WG I I 3 I I I -KN GONG. 5LAB W/ 1 #5 I — — — ROD GOVT. (Dz EXISTING GONG. \ / SLAB FOOTING L -r J LAY WG I w \/ FLOOR 5LAB OF PLANT MIX CONCRETE — — — 3 X /\ I 2500 P.5.1. 4 THICK WITH 6x610/10 �� — o � GAUGE REINFORCING MAT. WITH MIN. I�� I F Ib"xlb" CONT. `n/ \ I DOVER. TERMITE TREATED 501L WITHL� �J L I I GONG. MONOLITHIC m \ I 6 MIL. POLYETHYLENE VAPOR BARRIER WASHER DYE I I TURNDOWN m �--►}� — — OVER GOMPAGTED GLEAN FILL. FOOTING W/ 2-#5 N EX15TING GONG. I I CONT. 5LAB $ FOOTING I m r DRILL INTO EX15T. I I fk FOUND. d EPDXY #5 x I I I EXISTING WOOD FRAME L tu u- o 24" DOWEL W/ MIN. b" I/2" EXPANSION JOINT EMBED (24" O.G.) (I WALL z 1 I I 1 DRILL INTO EXIST. FOUND. ff Y. 13 � EPDXY #3 x 24" DOWEL W/ 4" GONG. SLAB @ 2500 PSI I fA MIN. 8" EMBED (24" O.G) W/bXb 10/10 W.W.F. OVER b j v v ( WH 11 I�AHU I b" THICKENED MIL VAPOR BARRIER O f _ EXIST. GONG. - � , � �� _ .,.��\�_• — J . SLAB W/ I #5 �? Q O SLAB TO REMAIN fi ROD CONT. ' IN- „e RELOCATED I I I fa v , . WH i AHU ' m EXISTING 5TEP I P o z .� \ Ul NEW ISLAND I EXIST. GONG. FOOTING \� \/ /\/ V I aoo — � NEW GONG. I I TO REMAIN\�` ��;//\1/'\\� //�X/ bO IL. VAPOR BARRIER �Qul m F_ -1r- ` \ \\ HAVE 6 AP JOINT, I� NEW GONG. THI5 m THIS AREA TO I / / v L AREA TO RAISE AND I I F _�F' II I I ' RAISE AND `�/ //,,,. ` `�/\�/,//\/�� ., �� SEAL W/ BLACKJACK 0( IL LEVEL FLOOR — L -i — LEVEL FLOOR SINKS DW I— z I EXISTING GONG. b" THICKENED 5LAB_ _ _ _ _ — — SLAB FOOTING — W/ 1-#5 GONTINUOU5 I GOMPAGTED, U I 4" 5TEP I 8 THICKENED TREATED FILL -7 5LAB W/ 1 #5 1/2" EXPAN51ON 4" GONG. i o I� z L — ROD CONT. JOINT (TYP.) I 5LAB } b" THIGKENED <" Ck SECTION THR) NSW / EX15TINC 5LA5 4" 5TEP ----------- TEPN 8'-10 I" ROD CONT. ,44 3/4 — I —O k O11, 2 3-4 -� cv 4" GONG. SLAB I/2" EXPAN51ON i — } JOINT (TYP.) EXISTING GONG. I bXb PT P05T I `t —, u' — I I 5LA5 4 N O L — — - - -- - FOOTING — — - - - - - - - - - — — — — — — — s — � 4 i 5�11 3 ` I Ib"xlb" CONT. GONG. s q3 MONOLITHIG TURNDOWN FOOTING W/245 CONT. 4" GONG. 5LAB @ 2500 PSI W/6X6 10/10 W.W.F. OVER b MIL VAPOR BARRIER o 1> L /��/ X/ /� //�// X/A/�j, r-OUNC�A,T 1 ON FLAN FOUNDATION NOTES I. ALIGN FINISH FLOOR OF ADDITION WITH FIN15H FLOOR OF SCALE: I/4" = 1'-0" EX15TINO HOME /� /////////// 2. STRUGIURAL ENGINEER TO DETERMINE SIZE d REINF. COMPACTED, REOUIREMENT5 OF EXTERIOR INTERIOR BEARING (1) #5 BAR CONT. FOOTINGS TREATED FILL SHEET: x 5EGTION ® 5HCPI"llE ik 5TEP OOAN A�4 3/4" w I '-all JOB NO: 14-118 DRAWN BY: WEB DATE: CD 1-2b-2015 THESE PLANS ARE POR THE EXCLUSIVE USE Of, IMAGINE ARCHITECTURAL DE51ONS INC.AND ARE NOT TO BE REPRODUCED 1 - , 1 r 1 i , } IIID {I �; ,I PR�L.IM 2 12-I't-2014 PRELIM I 12-12-2014 {ry I �I ' � of° I �� ' r: I� i l I f• I 7iI h i I I I I I I� GD I OI—�2-2015 1 I � 'I I iy GD 2 0I-26-2015 1 �� I. , •��1 8 III f I I f a�l I - I I I I I I I I r is� I I IL ' I I �I 2X 6 GEILING JOISTS 24 O.G. 6 � I I CONT. 2X LEDGER t I , .;a I j ❑ 4 I 2X I ABLE END G 5 GG ER ' 9 CONT. 2X6 24" I ' 1 LEDGER WALL FRAMING 24" O.G. II 0 0 FRAM DOWN EXISTING II GEILIN THIS ROOF AREA FRAME DOWN GEILING THIS AREA o 5PEG5 OVER "PEEL 4 STICK METAL ROOF INSTALLED PER MFR. 1 I ; z X6 RAFTERS 24" O.G. 2X6 RAFTERS 24 O. . O G. w 2X6 JOISTS 24" O.G. UO F PEG ENT R X(b AF v 2X6 JOISTS 24 0. ROOF DECK OVER 2X6 RAFTERS m I v Q J015T5 (SEE 5TRUGTURAL) Il{i x GENERAL CONTRACTOR TO i I I I ill I I I, PROVIDE FLORIDA PRODUCT 12 APPROVAL INFORMATION ON 1 I" METAL ROOF, FLASHING AND VAPOR i i I I 1,4 III t ' EX15TING GOD AND MANE.I SPE 5L PER r : ROOF 1 1 I INSULATION BAFFLE EXISTING ROOF BETWEEN EACH RAFTER ([ Ip v ALUM. DRIP EDGE OVER PT � II t I 11 s t I I EXISTING N IX2 NAILER ON 1X6 FASCIA j, I, I ;� ` ' C i( N FRAME DOWN ROOF GEILING TH15 AREA __-- j I� � I � � � � � MATCH EXISTING. III II {I{ i . X11 L- 2X4 R-30 INSULATION PER 4 EXISTING OUTRIGGERS BUILDER'S SPEC. 2x4 SOFFIT FRAMING v ? , U ROOF x 24 O.G. n1 5/8" GYP. BD. GLC. Ltl - - - - -- - - -- - - - - — — — — — — — VENTED SOFFIT k MATGH EXISTINGIL lL x j I Ili I �. �� I i ;�� i� Z O II� i '� i, I ' ( I i i 'F I ' I I I ii s1 ,� Av 1 G E 14 3 i E lll uj V f � � e 1 , i s t t p 13 c {. - u . H I I; �I t g£ I: 3, k ;i GABLE END z � GYP. BD. HALL I '` i € � I }ff}E '; ra. !, . t v } . : � ll: �I „I ;; FRAMING . - ,. I a 11 . 4 L'� w H HARDIE SIDING p .Fk ,j 1}� 90 :, illt I,• mF,, , „�„' r{i” II4, I IIII ( :,. t + , t9 t 1 I' s,: 11 ,3' }y,' ,i f )i .11 {} III r �. ., �? I + ' , ;,�„ v (INSTALL PER m IL _ MANUFAGTUR.ERS CONT. 2X10 G = SPEGIFIGATION ) ` ^ —— �— ROOF I o p I - I z 1lUl IIi LEDGER '° F I I N 5 O Q I EXISTING Q — r I r _ in t I � ROOF it7 I� m STUDS 2X4 WOOD Q � ail " 16 O.G. to 4 o/ MOF LEDGERS AND GEILING JOISTS TO ALIGN W/ I k I I NOTE: BOTTOM WEST POINT OF EXISTING VAULT. GEILING J015T LAYOUT 15 TO LO 11 2x4 P.T. SILL PLATE OVER R-II INSULATION. J EXISTING z ILLUSTRATE THE DESIGNERS INTENT ONLY. FOAM SILL SEAL (SEE 4t l i f } kl I I THE AGTUAL LAYOUT TO BE QETERMINED BY THE STRUCTURAL ROOF >t gll w ti r'I i k,l r�� r ' I �:. 9 }' .I (,t I i £ I I:� 1 s l k ) , I�„ ENGINEER. THE 5TRUGTURAL ENGINEER'S DRAWINGS AND PITCH BREAK \ STRUCTURAL) HA v SPEGIFIGATION5 SHALL TAKE PRECEDENCE OVER THE I a °I ARCHITECTURAL DRAWINGS. / GONT. GONG. MONOLITHIC {, / l � � TURNDOWN FOOTING GABLE END � 0 4" GONG. SLAB (SEE �II z WALL FRAMING o - o / f� p = STRUCTURAL) (RE: 1 _ t Lu N N I I Ih. V S m �n / v EXISTI G 15TING i , _ r lL o / tet` EX ( o — — — — — — — — — -- -�� ROOF ROOF r — s> s� i r III X `O N CxV V"�x _ X `\ EXISTING GRADE \ i / m 2X4 I r , ( OUTRIGG ER 5 / i 'I II 24 O.G. GOMPAGTED, TREATED FILL � d77 � IIr i I I d Irp 1. h u 1 l TO HAVE 6 LAP JOINT, i I 6 MIL. VAPOR BARRIER it SEAL W/ BLAGKJAGK I I I 1 I I ��tl� R.00� izP�MING NOTES INC g TY�i c �. I ROOF NEW ROOF FRAMING 5HAL BE GONVENTIONAL FRAMING - SEE 3�4k� = ItC STRUCTURAL ENOINEERIN DRAWINGS FOR SIZE 5PAGIN6 i 2• NEW ROOF FRAMING LUMB1/411 R SHALL BE #2 SPF OR BETTER. l SII TER LAYOUT 15 TO ILLUSTRATE THE DE51GNERS INTENT ONLY. 3. ROOF SLOPE SHALL MATT EXISTING UNLESS OTHERWISE NOTED. i NOTE. ROOF RAF itI,J 11 THE AGTUAL LAYOUT TO BE DETERMINED BY THE STRUCTURAL ENGINEER. THE 4• NEW ROOF OVERHANGS, F5GIA5, SOFFITS, AND TRIM SHALL i STRUCTURAL ENC INFER 5 DRAWINGS AND SPEGIFIGATIONS SHALL TAKE MATCH EXI5ITNG uNLEss �THERw15E NOTED Hill jl 's I I 1. ,_t t�, ' >� I � I k "' I, . IIJ �� i I '' ,' °II �r, THC ARGHITEGTURAL DRAWINGS. 5. NEW ROOFING SHALL BE "fANDING SEAM METAL ROOF - P 1 II PREGEDENGE Oil ER SELECTION BY GINNER. 6. HEADER AND BEAM SIZES OBE DETERMINED BY 5TRUGTURAL J ' '� I HEADER AND BEAM SIZES TO BE DETERMINED BY 5TRUGTURAL ENGINEER. ENGINEER. H t 4 i {III t f ll SHAT: II 1 I } I I L I 1 I I� II i L.I a E r I � i !1 I ' I i I i I NO: 14—ItB f` JOB I } I 1, 4 :C , i I 9 DRAW N BY: W EB Ii :€ a�: r I' h1 DATB: OI-26-2015 — — . I I t I �r 1 I L I I SIVE i THESE PLANS ARE FO R THS EXCLUSIVE , ARCHITECTURAL DESIGNS p I� USE OP IM A61NE ARGHITE c I ODUGED I PR b I AND ARS NOT TO Bt. RE INC. r I I, v I SI {,I" t It } i I..:e d Jr� l I J I` e i I I II t ' r , I I II fiz �l SIONS PRELIM 1 12-12-2014 PRELIM 2 12-11-2014 PRELIM 5 01-05-2015 GD 1 01-22-2015 GD 2 01-26-2015 I TO / 5WITGHE5 qp 6FI r9FI - - - - 44"�— - 4+m P,4 T 1 O MP MID I TO ELECTRICAL Lrz END 1 M45TER PATH 1 1 t 5WITGHE5 NOTE: ALL FIXTURES DESIGNATED "E" Z O U WP ARE EXISTING TO REMAIN (TYPICAL) N GFI � � ,# z 1 2-WAY SWITCH © WALL 5GONGE LIGHT FIXTURE a lu MP 1 3-WAY SWITGH O PUSH BUTTON 4 d 4 1 TELEPHONE OUTLET 4-WAY SWITGH FLOOR MOUNTED v \ I 60 60 WP 1 t D m ` WP WP ► GFI DIMMER SWITGH TELEPHONE OUTLET \ - � JAMB SWITGH ■- GABLE T.V. OUTLET ® FLOOR MOUNTED Q 2 L - - - - - - - - 5A Z IIOV DUPLEX OUTLET GOMPUTER OUTLET MA5TER 5U I TE _ TO I IOV DUPLEX OUTLET FLOODS ONE 51DE 5WITGHED VG COMPUTER OUTLET 3 1 - - t \ 1 11 MP Rl z 220\1 OUTLET Nl SMOKE DETECTOR � � 1 � � 1 �` 1 \` \ EXHAUST I L I V I N6 l� \ m UST FAN III I� III - 1 - III FLOOR OUTLET 1 1 sFl EXHAUST FAN WITH LIGHT n1 1 , MP t GFI IIOV DUPLEX OUTLET N /� 3 60 t 1I GROUND FAULT INTERRUPTER �n FLOOD LIGHT m « b0" 0 38 NUMBER INDIGATE5 \_ PG POOL CONTROL - /- - WASHER DRYER - - - HE A.F.F. � �I - (b WP WEATHER PROOF OUTLET ❑SG SPRINKLER SYSTEM CONTROL -�+ �. .. _ qp c==-- �_ --� 4 0 ROPE LIGHT Z V O LUN. GDO GARAGE DOOR OPENERci 6FI Q JUNGTION BOX �___=� UNDER GABINET LIGHTING � WINE ► '` - _ 7J77COOL R / GEILING MOUNTED LIGHT FIXTURE _ FLUORE5GENT LIGHT FIXTURE vILL 2x4 FLUORESCENTtu �- `' WALL MOUNTED LIGHT FIXTURE LIGHT FIXTURE 1 WH I EAHU - - - - - - - - - ® REGE55ED GEILING LIGHT PANEL 0 111 l REGE55ED EYEBALL LIGHT r - \ ( D .. / In II(II III --. GF1 2 TUBE FLUOR. ® REGE55ED WALL WASHER 5 SUB PANEL _ \ O !11 CHANDELIER GEILING FAN p n REGE55ED GEILING LIGHT - p W III - o m t ( 1 ► t ®MP MOISTURE PROOF CEILING FAN W/ LIGHT �J IL f - - !i 1 - - - - - LV SURFACE MOUNTEDIL 30" TO " ( PDS ( LOW VOLTAGE LIGHT FIXTURE EMERGENGY/EXIT LIGHT Lf \ FLOODS � - - - o o- �-�=I 3O I I I I ( t ► � =-t -1 REGE55ED LOW VOLTAGE } D 0 I I > 1 I ®LV LIGHT FIXTURE CARBON MONOXIDE z t t FOYER ( DETEGTOR SINKS DW o 1 L — � SR 4 U - - --~' I KITCHEN 1 i _ ; E2BE FLUOR. -�\ CFI I. PRE-WIRE FOR SECURITY SYSTEM. COORDINATE WITH SECURITY n ENTRY ,i 1 SUB-GONTRAGTOR AND BUILDER FOR POWER REGUIREMENT5 AND LOGATION5. _ ► TOP I \ c'DO� E2B E FLUOR. 2. PRE-WIRE FOR HOME ENTERTAINMENT AND COMPUTER WIRING. COORDINATE - - ' ^'� , I1 WITH HOME ENTERTAINMENT AND GOMPUTER WIRING SUB-GONTRAGTOR5 AND 8R 2/OFFICE _; 1 BUILDER FOR POWER REGUIREMENT5 AND LOGATIONS. -+� - BFI 6FI O O 6FI 6FI TO N i 1 1 1 � ' \ OARASE STORAGE 5WITGHE5 3. ALL ELEGTRIGAL WIRING TO BE IN AGGORDANGE WITH 2008 NEG. PROVIDE I-I WP ARG-FAULT GIRGUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12 TO I I 6FI O 5WITGHE5 ` = 1 tI GFI 4. EXAGT LOCATION OF FLOOR OUTLETS IN FAMILY ROOM TO BE DETERMINED O IN THE FIELD. 0 5. STUB OUT CONDUITS AND PROVIDE POWER FOR LANDSGAPE LIGHTING. \ GOORDINATE WITH LAND5GAPE DE516NER FOR LOCATIONS AND POWER REQUIREMENTS. �RO�O5�� r-LOOR FL N SCALE: 1/4" = 1'-0" SHEET: I JOB NO: 14-1 18 DRAWN BY: Y�1EB DATE: OI-26-2015 THESE PLAN5 ARE FOR THE EXCLUSIVE USE Of, IMAGINE ARCHITECTURAL DESIGNS INC.AND ARE NOT TO BE REPRODUCED aGENERAL: WOOD: HOLD LTT20B TO INSIDE GENERAL DESIGN CRITERIA A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: - FACE OF WALL(EXTERIOR _ HOLD DTT22 TO INSIDE ENGINEER'S SERVICE FOR THE EXCLUSIVEUSEAT THE PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS-#2 SYP WALLS ONLY). FACE OF WALL(EXTERIOR BUILDING CODE 2010 FBC - RESIDENTIAL INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED 2. WALL PLATES- #2 SYP, U.N.O. DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT 3. WALL HEADERS -#2 SYP -F--- (10) 16d COMMON WALLS ONLY). THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED 4. WALL STUDS- #2 SPF, U.N.O. X (.162) x 3-1/2" NAILS. (8) 1/4"x1-1/2" SDS WIND DESIGN CRITERIA BELOW. B. ALL ENGINEERED WOOD PRODUCTS (EWP)TO BE AS FOLLOWS: X 2"x2"x1/8" WASHER. SCREWS. IN G O D WE TRUST B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. a. ALL STRUCTURAL COMPOSITE LUMBER (SCL)TO BE AS FOLLOWS 3/8" x 6" EMBED DESIGN GUIDE ASCE 7-10 C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING b. BEAMS b. COLUMNS 3/8" x 6" EMBED CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING - LSL- 1.55E - LSL- 1.3E EPDXIED ATR. EPDXIED ATR. WIND SPEED (V.,) 130 mph CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR - LVL- 2.0E - LVL- 1.8E p THE PROJECTS N O OJEC SCOMPLIANCE WIT PORTIONS H OF HE L T F ORI A BUILDING D CODE - PSL- 2.0E - PSL- 1.8E/2.OE (PER PIAN) WIND SPEED (NASD) 101 mph - � � NOT SPECIFICALLY IDENTIFIED. 5. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI) 40, U.N.O. EXPOSURE CATEGORY B w M 00 D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 6. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND LTT20B DTT2Z 00 DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. INSTRUCTIONS. BUILDING TYPE ENCLOSED 4 E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT C. ALL SHEATHING TO BE AS FOLLOWS: 9 LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED 1. ALL SHEATHING TO BE APA OR TECO RATED. WIND-BORNE DEBRIS CLASSIFICATION BUILDING CATEGORY II O p , BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO a INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. HOLD HTT4TO INSIDE TOPOGRAPHY FLAT O SUPPORTS. � � HOLD HTTS TO INSIDE F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED 3. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/2x SOLID FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR MEAN ROOF HEIGHT < 30' --I BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER WALLS ONLY (,� t.l. MATERIAL. )• WALLS ONLY). <; THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A 4, NOMINAL PANEL THICKNESSES SPECIFIED ONPLANTO BE AS FOLLOWS: .16 ) x x 2-1/2" (26) 16d x 2-1/2" SOLID SAWN .MEMBER DESIGN CRITERIA w Z LL DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE a. 7/16" ------ 437" THICKNESS - 24/16 SPAN RATING �P RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT (.162) x 2-1/2 NAILS. (.162) x 2-1/2 NAILS. �t SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING 5/8" EMBED (6"-MONO. c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING 5/8" EMBED (6"-MONO. �- THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE �� . 10"-STEMWALL) EPDXIED � NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE USE L.L. D.L. L.L.A T.L.A -�- cn STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE ATTENTION OF THIS d. 23/32 ------ .719 THICKNESS - 48/24 SPAN RATING 10"-STEMWALL) EPDXIED � D. REFER TO TRUSS MANUFACTURER's SPECIFICATIONS FOR THE FOLLOWING: ATR. ATR. DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. ROOF (SHINGLE) 2O 7 L/240 L/180 LLI OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN FLOOR W 1. INSTALLATION GUIDELINES. (ROOMS) 4O 15 L/360 L/240 z LL THE STATE OF FLORIDA. 2. TRUSS TO TRUSS CONNECTIONS. G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM 3. MULTI-PLY TRUSS CONNECTIONS. HTT4 - FLOOR (DECKS) 4O 15 L/360 L 240 z I� MANUFACTURER OR DESIGNER. 4. TRUSS MEMBER BRACING LOCATIONS AND CONNECTIONS. HTTS / 0 � H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB FLOOR (BALCONIES) 6O 15 L/360 L/240 SITE PRIOR TO COMMENCING WORK. E. ATTACH ALL STUD COLUMNS,JACK TO KING ASSEMBLIES, CORNER POSTS, ETC. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS. I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE,ARE THE PROPERTY OF THE ATTIC CEILING (STORAGE) 20 5 L/360 L/240 IY ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT 1. 2x4 POST- (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF r _ ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240 +.. Lo EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. CENTERLINE OF POST. _ HOLD HDU8 TO INSIDE HOLD HDQ8 TO INSIDE J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 2. 2x6 POST- (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIORWALL � TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EDGE.USS CONNECTIONS. WALLS ONLY). WALLS ONLY). (BRITTLE FINISH) L/240 >< __ C- M ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. 2x8 POST- (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) WALL (FLEXIBLE FINISH) L/120EH I K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. (20) 1/4" x 2-1/2" PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS F. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" SDS SCREWS. (20) 1/4"x 3" It* SDS SCREWS. TRUSS MEMBER DESIGN CRITERIA 0) COMPONENT-PARTS DURING ERECTION. o/c OR ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d HALLS @ 4 a/c. F � ' L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL MORE THAN 3 PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE SPECIFIED. 7/8" x 13" EMBED 7/8" x 13" EMBED STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. G. WHERE NOT OTHERWISE SHOWN ON PLANS,ALL ATTACHMENTS SHALL BE AS EPDXIED ATR. EPDXIED ATR. MEMBER L.L. D.L. L.L. T.L. k BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED INDICATED IN FBC TABLE 2304.9.1. A 0 0 STRUCTURE ONLY. H. METAL CONNECTORS TO BE PROVIDED BY SIMPSON STRONG-TIE. REFER TOROOFTOP CHORD (SHINGLE) 20 7 L 240 L 180 2013-2014 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOGUE FOR HDU8 HDQ8 ^'q / / FOUNDATION: ADDITIONAL INFORMATION. ALTERNATE CONNECTORS WITH EQUIVELANTIL ROOF BOTTOM CHORD 10a,b 5 L/240 L/180 OR HIGHER LOADS MAY BE USED IN LIEU OF SPECIFIED COMPONENTS. FLOOR TOP CHORD 4O A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT I. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: 10 L/360 L/240 STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS,AND ACCEPTED a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" FLOOR BOTTOM CHORD 0 5 L/360 L/240 ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION b. 10d - .148"x3" d. 16d - .162"x3-1/2" - HOLD HDU11 TO INSIDE AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOTANTICIPATE FACE OF WALL(EXTERIOR (16) 10d COMMON a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH AS WALLS ONLY). (.148") x 3" NAILS. LOAD REQUIREMENTS. THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR MATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL (30)CORROSION/DECAY RESISTANCE: DS SCREWS.x 2-1/2" MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND wENGINEERING FIRM MAY BE USED AT THE DISCRETION OF THE BUILDING 3" MIN. ARE CAPABLE OF CONTAINING A RECTANGLE 42 HIGH BY 24 WIDE, OR CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE " x 15" EMBED GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM Z OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, LUMBER EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT _PDXIED ATR. 3/4" x 12" EMBED OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: - W THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY (DECK/BALCONY BOARDS,JOISTS, POSTS, ETC.) SHALL BE PRESSURE EPDXIED ATR. THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR _I LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. PRESERVATIVE TREATED TO ALL NOT BE USED AS/FOR STRUCTURAL LEVEL RATED FOR THE SPECIFIC APPLICATION. a * FRAMED OPENING. L-J BORATE-TREATED WOOD SHA ^. f r-� B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL THE BOTTOM CHORD PITCH IS< 2/12. U w rrnn BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf(LEVEL BACK SLOPE). NOTIFY . BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF uJ U MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT UNLESS HDU11 THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE HGT2/3/4 ACTUAL IMPOSED DEAD LOAD OR 10 sf, UNIFORMLY DISTRIBUTED ' p SPECIFICALLY RATED BY THE MANUFACTURER/TREATER AS ADEQUATE FOR Y NON-CONFORMING CONDITIONS ARE FOUND TO EXIST. THE USE. - OVER THE ENTIRE SPAN. C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE , ❑ U W FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. , OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. _ U Q OLD HDU14 TO INS=IDE ' � E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE C. ALL METAL FASTENERS AND.CONNECTORS EXPOSED TO WEATHER OR IN - - W CONTACT WITH CORROSIVE MATERIALS (ACO, CA-B CBA-E ETC.) SHALL BE ACE OF WALL(EXTERIOR WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR 16 ( ) 1/4"x3" SDS WALLS ONLY). uJ . ) SCREWS. Q 0 SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. Z-MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE r rn_ RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE 3" MIN. _ Q �-' W EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED 36) 1/4" x 2-1/2" Q rrnn L x; u J n/ f �/ LL MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE DS SCREWS. LL Z W COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE �;: ; _ ...., , ' ' a, TIE-DOWN DESIGN TYPE SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF "" " x 15" EMBED 5/8 EMBED (6"- EPDXIED W THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA - ❑ W ❑ ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD PDXIED ATR. SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND 10 -STEMWALL) EPDXIED pp FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. CONNECTORS. Q ATR. 3 O�� ALL THREAD EAD Z ❑ / ROD SYSTEM LL � F. FOOTINGS SMALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A D. STAINLESS STEEL AND ZINC-PLATED (Z-MAX, HDC, ETC.) FASTENERS AND - U DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS 1557) FOR A DEPTH OF AT LEAST TWO FEET(2') BELOW THE BOTTOM OF THE CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATED HDU14 VGT = U W J ry FOOTING. CONNECTORS. ;� � > I W G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND '- q DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE FRAMING CONNECTOR SCHEDULE r- W > SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, CLIP, TIE or TRAP FASTENERS T �/ / LONG-TERM SATISFACTORY PERFORMANCE. ❑ u) 0l ❑ IN CONFORMANCE WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE H2.5A OR H2. T (5) 8d COMMON x 1-1/2" PER END 7 r-� B.USED WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH H8 (5) 10d COMMON x 1-1/2" PER END Z '- D ASTM-C 116. H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER MASONRY: MTS12 (7) 10d COMMON x 1-1/2" PER END DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST HTS20 (12) 10d COMMON x 1-1/2" PEREND - 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557), FILL SHALL A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS T (16) 16d SINKER x 3-1/4" TO TRUSS REVISIONS BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF 402 MASONRY BUILDING CODE. LGT2 BCONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING (14) 16d SINKER x 3-1/4"TO PLATE/POST PROTECTING STRUCTURE FROM WDO s MUST BE INSTALLED AT LATER DATE. CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE LGT3 GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm-1500 psi). (26) 16d SINKER x 3-1/4"TO PLATE/POST : - OF 2500 psi AT 28 DAYS. C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. LGT4 (16) 1/4"x3" SDS SCREWS TO TRUSS J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM (30) 16d SINKER x 3-1/4"TO PLATE/POST • CONCRETE CAST AGAINST EARTH - 3" 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER- 11/2" PROVIDE A SLUMP BETWEEN W-11". CS22 (12) 8d OR (10) 10d COMMON x 1-1/2" PER END E. PROVIDE PRE-CAST CONCRETEMST5 10d COMMON x 1-1/2" PER END DESIGNE LINTELS OVER ALL PER STRUCTURAL Al2 D BY: BAM • INTERIOR SLABS, WALLS - 3/4". O I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL PLANS UNLESS NOTED OTHERWISE. MSTA18 (7) 10d COMMON x 1-1/2" PER END F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25" DRAWN BY: BAM REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND MSTA24 (9) 10d COMMON x 1-1/2" PER END INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF FOR#5 BARS. ALL 900 HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR CHECKED BY: BAM REINFORCING SHALL BE 25" FOR#5.BARS AND 20".FOR#4.BARS.ALL 90' HOOKS #4 AND 7-1/2" FOR#5 INTO FOOTING UNLESS NOTED OTHERWISE. MSTA36 (13) 10d COMMON x 1-1/2" PER END a SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR#5 INTO G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. MST48 (25) 16d COMMON x 3-1/2" PER END FOOTING UNLESS NOTED OTHERWISE. H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x MST60 (34) 16d COMMON x 3-1/2" PER END ,A JOB NUMBER 7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, (6) 10d COMMON x 3" TO STUD 4 JOINTJ 7 Z 6 4 MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, . TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND SP1 (4) 10d COMMON x 3" TO PLATE CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12 OF ALL WALL OPENINGS SP2 (6) 10d COMMON x 3"TO STUD (6) 10d COMMON x 3"TO PLATE SHEET STEEL: ALLOWABLE SPANS FOR LINTELS (4) 10d COMMON x 14/2"TO STUD SUPPORTING MASONRY VENEER SSP (3) 10d COMMON x 1-1/2"TO DOUBLE PLATE A OR TIHE DESIGN, FABRICATIONE, AND OR EAND ERECTION OF STRUCT STEEL ACCORDING OAISC CTURAL STEEL SIZ ANGLE OF NOBSOORY ONE STORY TWO STORIES (1) 10d COMMON x 1-1/2"TO SINGLE PLATE "SPECIFICATION VE ABOVE ABOVE BUILDINGS". (8) 10d COMMON x 1-1/2"TO STUD B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: L3x3x1/4 6'-0" 4'-6" 3'-0" DSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE • PIPE -ASTM A53, TYPE E OR S, GR. B L4x3x1/4 8'-0" 6'-0" 4'-6" (2) 10d COMMON x 1-1/2"TO SINGLE PLATE PROJECT ENGINEER • TUBE - ASTM A500 15x3-1/2x5/16 10'-0" 8'-0" 6'-0" (9) 10d COMMON x 1-1/2 TO STUD e��N�A.uAf �� P �P P P� TSPi C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE L6x3-1/2x5/16 141-011 9-6 7-0 (6) 10d COMMON x 1-1/2 TO DOUBLE PLATE 36 UNLESS NOTED OTHERWISE. 2-6x3-1/2x5/16 20'-0" 12'-0" 9'-6" m P� D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS SPH4/6/8 (12) 10d COMMON x 1-1/2 TOTAL 4010 SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE NOTES: A34 (8) 8d COMMON x 1-1/2"TOTAL a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4"• CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND LTP4 (12) 8d COMMON x 1-1/2"TOTAL COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED b. LONG LEG OF ANGLE SHALL BE PLACED INA VERTICAL POSITION. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING p w` RODS -ASTM A449 OR SIMILAR- SHALL BE HEAVY HEX ASTM A563 GRADE DH. C. ®, �. .' E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. R 1p THOSE SHOWN. EMBER CONNECTION DETAILS ® �o VERSION 3.2 it 21 2/S/ 1 5 t IN GO E) WE TRUST i I) � 0 Lli O co � co 1 1 00 O Q , IL ® O fr cr (37 u SEE DETAIL B/FDI. C) L- Q Z LL 4 Z Z 07 ❑ z EXISTING A Lij ' FOUNDATION FD1 CC n Lo Z 1 3 FDN 1 co — — �. --- z 00 I 1 I I EXISTING -i- - W FOUNDATION I Z NEW SLAB BENEATH 1 A A h1: in EXISTING CH UN-EY. FD1 FD1 ,— DOWEL TO EXISTING SLAB SEE DETAIL B/FDI. PER DETAIL A/FDI. SEE DETAIL B%FDI. JEXISTING W FOUNDATION 7 4° W A r 1 Lo Cj U k*. FD1 ' Z UJ EXISTING :.as I _ " �V Q Q10 11 5 FOUNDATION 20„ OVERPOUR r�uJ W L f �__—___ ------- 3, FOUNDATION SEXISTING EE DETAILB/P Z z AS REQUIRED L9 ❑ W U ❑ EXISTING wr 4 FOUNDATION �” J W Z ❑ - U Q #4/#5 DOWELS @ EMBED DOWEL U ..J 32" o/c. EXTEND INTO EXISTING SEE DETAIL B/FD1. FDI n I W I ❑ INTO NEW SLAB FOUNDATION MIN. �+ �— MIN. 20". 5" w/SIMPSON AT W r- > U EPDXY. rnrn I I I i i EXISTING ❑ u [x ❑ DETAIL A 1 1 SEE DETAIL B/FDI. FOUNDATION z U O W REVISIONS 511 20"x20"x16" 20"x20"x16" 20"x20"x16" w/2-#4's w/2-#4's w/2-#4's - -———- BOTH WAYS BOTH WAYS BOTH WAYS - I �-- 4 4 EXISTING FOUNDATION 8'-43/4" T-111/4" 6'-91/2" _J j DESIGNED BY: BAM NEW FOOTING. EMBED HORIZONTAL FOOTING REINFORCEMENT DRAWN BY: BAM INTO EXISTING CHECKED BY: BAM FOUNDATION MIN. 5" w/ .' SIMPSON AT EPDXY. k JOB NUMBER DETAIL _ ,, 7264 SH EET FD 1 PROJECT ENGINEER NNNI, tA. A4 0�N FOUNDATION NOTE: THIS PLAN IS TO BE USED FOR NOTES: o*�. 64 10 STRUCTURAL FOUNDATION REQUIREMENTSALL = = 1 REFER TO DETAIL 2 REFER TO DETAIL 2/FDD 3 fLAT ORK CONTAINED WITHIN THE BEARING FOOTINGS 4 SAWCUT FLAT WORK IN 15'x15' S CERTAIN EMBED STRAPS 6 FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR ` �: .1j, LA O O SEE SHEET FDD FOR PLAN AND INTERIOR BEARING FOOTING 1/FDD FOR ALL FOR ALL EXTERIOR SHOWN f0 BEA 4" CONC. SLAB REINFORCED W/ EITHER 6x6 � GRID, 1" DEEP WHILE CONCRETE REQUIRE ADDITIONAL FOOTINGS DEEPEN THE FOOTING THE DEPTH OF THE �� `° �,® LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/10 W M OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF ®®� . r°R,�°•' SCALE: 1/4"=1'-0" PLAN FOR SLAB DIMENSIONS. FOOTINGS. WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. FOUNDATION DETAILS "Q� s,SS llillf lit i MONO` I MIN CONCRETE CURB TO BE BUILT UP M IN G ❑ D WE TRUST CENTER FOOTING ON LOAD OPT ONAL CONCRETE SILL TO BE TO FINISH FLOOR ELEVATION 0 BEARING WALL ABOVE. BUILT6 UP TO FINISH FLOOR „MAX (MAX HEIGHT=8"). N ELEVATION (MAX WIDTH = 6", 4" CONCRETE SLAB 4" CONCRETE SLAB � L0 +� MAY HEIGHT=8 ). 0 w N 00 VARIES, SEE ARCH. f 't 8' MIN. ° M VARIES GRAD�= l - ° °I' ° .. ° _ ° 20" MAX. ° ° 811 MIN. L v=_ 11 —' 1=1 I I-I I I^I I!-' a ' j ,a =111 I 111= 1=1 I I-1'' ° —m rn-rr'—r 11 ° _°=m-i�°-r arJ =1 I I—I 1121 I MIN_ III-1 I I. ° ° - G - — — = 20 MAX. _�_ _— ° I I =1 I I1=12" MIN.I 1=1 ° ' °., I I_ I 1=11 I: 111=' 1, _ — - — : 45° III II I II II I I� GRADE I I,tElI 11=1 I I_FI1 I 1 iI 1 IF II 4 I;I -1 I I, �I I i=III- 45 °• ; °� 45 =1 I-1 I II;,i 4 CONCRETE SLAB ADIEI-III-I I[ 'i MIN.-'11 -1,II I I ° °° _ _ R I -I I- - „. - , 111= _ 111= -1 I I-1 11-I f I-1 I=I I; I I i •.< I I i- 8 I I II it I I_I 11:12" mIN. t II II I i - L C) -1 I—I 11=1 11=1 =8 I. III— 11- "—III--1 I I- '_ ' _"'- I I I-1 I I I' _I _ I I _ III,;,I I I I i I_I i I I I I' • III 811 T 0� I- 11 I = I Il -I I I-i I =_I p , i I-I I i_ I I III I I- I 11= i_ III=i i CONTINUOUS 8" FOOTING PAD FOOTING SHOWN CONTINUOUS FOOTING AS FOLLOWS: I I1=1111 I1=III= I1=1 I I-111= II III- LL .III=1�t I I I=�I I=i I I=� H w/(1) #4 or#5 CONT. BEYOND FOR BEARING POSTS. 1-STORY 16" WIDE w/(2) #4 or (2) #5's OPTIONAL 8x8 BRICK CONTINUOUS MONOLITHIC EXTERIOR p CONTINUOUS OPTIONAL 8x8 BRICK UOUS MONOLITHIC EXTERIOR I L1. SEE PLAN FOR SIZE AND 2-STORY: 20" WIDE w/(3) #4 or (2) #5's LEDGE w/(1) #4 OR#5 FOOTING AS FOLLOWS: LEDGE W/ (1)#4 OR#5 FOOTING AS FOLLOWS: LOCATION. CONTINUOUS. 1-STORY: 12" WIDE w/ (2) #4 or (2) #5's CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2)#5's C z 2-STORY: 16" WIDE w/(3) #4 or (2) #5's 2-STORY: 16" WIDE w/(3)#4 or (2) #5's Z P 4 MONOLITHIC PORCH EDGE DETAIL 3 MONOLITHIC BEARING STEP DOWN DETAIL MONOLITHIC EXT. FOOTING DETAIL w/ CURB MONOLITHIC EXT. FOOTING DETAIL (� OPTIONS: STEMWALL DETAIL 4 OPTIONS: STEMWALL DETAIL 3 OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 OPTIONS: STEMWALL _ A L DETAIL 10R ELEVATED MONO DETAIL 9 , IBJ LO z CU HEADER COURSE w/ CL co 4" CONCRETE SLAB CHAIR BLOCK w/(1)#4 4" CO CRETE SLAB (1)1_#4 OR#5 CONT. 4" CONCRETE SLAB Z OR#5 CONT. 0 CD 8" CMU w/#4 OR#5 VERTICALS @ EACH MAX PROJECTION OF CMU SEE DETAIL 1-STEMWALL J== VARIES, SEE ARCH. CORNER, EACH SIDE OF EACH FOOTING ABOVE SLAB = 16" S FOR WALL REQUIREMENTS El I1=1I I ELEVATION CHANGE AND 48" o/c CHAIR BLOCK w/ (1)#4 L1J II =°j-•—PAD FOOTING SHOWN II 111=111= 11 THEREAFTER. BEND MIN. 12" INTO HEADER 4" CONCRETE SLAB 11 -I T =1 I I II -111= 8 MU w/#4 OR#5 VERTICALS @ Ia OR#5 CONT. II III-1 I I; g" CMU w/#4 OR#5 VERTICALS @ � (� II •_J BEYOND FOR BEARING POSTS. 111=111-III, _ = EACH CORNER, EACH SIDE OF EACH COURSE. GROUT REINFORCED CELLS SOLID. ° II II - EACH CORNER, EACH SIDE OF EACH E II - , SEE PLAN FOR SIZE AND i 1—I I(-III II. =1 I 1=1 FOOTING ELEVATION CHANGE AND 4 LO GRADE- I- _ - gu III IIIIIIII: LOCATION. =III=111 III; ;II III=III= GRADE_ - �I --_ II` III-1, I I_ I - I1=11 48 o/c THEREAFTER. BEND MIN. _ III-III GRADE II I III FOOTING ELEVATION CHANGE AND M 1 i I-1 I I-1 I I-1 I I- 12 =1 I III-1 j 1=1 I = a .. 1 I !- -_ 12" _ _ _ 12" - _ I 11 _ 12 INTO SLAB. GROUT 1111 I1=III=III =11, II° III=1 i 11=) l__ =11 ° 11� 8 o/c THEREAFTER. BEND MIN. III„111;,111-IIIMIN. 10 II _; _ _ II- I _ ' ==J - II-11111IIIIIIIi�I:MIN. 10 IT 11�I1�1� 12” INTO SLAB. GROUT °° I I=III: =10"I I :°' I I=1 I I=III-III=1 I I:.M I N. 10 11 ' I I=111: I — �= 4 �/ REINFORCED CELLS SOLID. _ - •a • : _ - - _ IF, _ A I= 1=1 _ _ -fill_ _ _ I-I I I I- ° _ REINFORCED CELLS SOLID. I , III- II =III 111' 11 111111 I—I'I— I III, illl— ! I — II— Ii-11 !11 — i = 1111111 =111-Iii-XNE, I i .I 1=_ I_= -,- _ _ I - I I�I I-I 11-' I-_ -_I I I. _ -III-�-=11-Il- .I-i -I i- I-I FOLLOW DETAIL 1-STEMWALL REQUIREMENTS CONTINUOUS TRIP FOOTING AS FOLLOWS: -111=III '' - -III=III '' 1 L CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1-STORY: 16" IDE w/(2) #4 or (2) #5's 1-STORY: 16" WIDE w/(2) #4 or (2) #5's 1-STORY: 16" WIDE w/(2) #4 or (2)#5's L 2-STORY: 20" IDE w/(3) #4 or (2) #5's 2-STORY: 20" WIDE w/(3)#4 or (2) #5's 2-STORY: 20" WIDE w/(3) #4 or (2)#5's (FOR BRICK VE EER, ADD 4" TO FOOTING WIDTHS SHOWN) FOR BRICK VENEER ADD 4"TO FOOTING WIDTHS 11 ( T SHOWN FOR BRICK VENEER, AD • ( D 4 TO FOOTING WIDTHS SHOWN) �j•I EALL OCH EDGE DETAIL5 COURSES STEMWALL STEMWALL DETAIL w Z 4 )�OPT'IVONS-VIACINOL'ITHIC'DETAIL (MAX. ( ) BEARING STEP DOWN DETAIL / CURB (MAX. 5 EXPOSED COURSES) STEMWALL DETAIL (MAX. 5 EXPOSED COURSES W 1 � 4 OPTIONS: MONOLITHIC DETAIL 3 OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 L OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 F- J W CONTACT )O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES uJ U U 0 U W - r 0 W F- W D O STEMWALL FOUNDATION UP �/ Z Z MONOLITHIC �L TO 2-COURSE FOUNDATION 11 " `~- �3�,: = hrh .�I SLOPE FOR DRAINAGE OR O W0 ] I] 4 CONCRETE SLAB PROVIDE 3/4" RECESS. _I W 7 ° a ° L _ STEP °_° LOCATE ONE#4 OR �•, F' -12"°MIN. 145° •4° 45°-III X111=^ 414=5° #5 REBAR WITHIN — U= __ 1 I 1=I _ - - -_ HATCHED AREA. J Q =1 11 II I I- 11=III-1 1= I'—III;I 11= =1 I I=1 11=1 11=1 = I 1--I I II 11�.I' -I 11=1 11=1 11=1 11=1 118,,I: _:45° I I I II 11' i = U ..j 0 III-III=I IST P + 2" I�II I III=III-III=III= W -_ _ 11 L Q z CONTINUOUS FOOTING AS FOLLOWS: '=Iii-1 11=1�'- 1-I I1=1 I(-III-III_, 1112 1. •'=III-=1 11=1 11=''-1 1=1 i' W 1 ] 1-STORY: 16 WIDE w/(2) #4 or (2) #5's r•- 2-STORY: 20" WIDE w/(3) #4 or (2) #5's CONTINUOUS FOOTING w/(1) (1) STHD14RJ @ EA. _ (1) STHD14 @ EA. END OF rnrn Q #4 or#5 CONT. END OF WALL WALL. IF GARAGE CURB V ] EXCEEDS 8", USE STHDRJ's Z [] Q L INTERIOR BEARING FOOTING DETAIL NON-BEARING TEP DOWN DETAIL TIICKENED EDGE GARAGE OPENING EMBED STRAP(S) @ GARAGE OPENING DETAIL g 7 6 [j REVISIONS DETAIL IS ONLY REQUIRED WHEN SPECIFIED TON FOR STEMWALLS OVER 2-COURSES OR MONO CURBS OVER 16", SEE DETAIL 11. DETAIL 11 MAY ALSO BE FOLLOWED IF EMBED IS NOT PROPERLY INSTALLED. DESIGNED BY: BAM FINISH FLOOR ELEVATION (1) #4 or#5 CON INUOUS @ 3" FROM TOP; (1) #4 or#5 CONTINUOUS DRAWN BY: BAM EXPANSION JOINT 6"MIN. CONCRETE CURB TO BE BUILT UP @ 3" FROM TOP. TO FINISH FLOOR ELEVATION 4" CONCRETE SLAB CHECKED BY: BAM ELEVATION OF POOL DECK #4 or#5 VERTIC LS @ .�---- (MAX HEIGHT=30"). #4 or#5 VERTICALS @EACH 48" o/c BEND I O II f... 11 CORNER, EACH SIDE OF ELEVATION — °, , FOOTING & LAP ED 6 I 4 CONCRETE SLAB a —� — „I CHANGE, & 48" o/c THEREAFTER. JOB NUMBER f i I i= i—III—I If 8" M I N. •' WITH UPPER ST EL. fi °= BEND MIN. 12 INTO SLAB. Ii Ila . 48" MAX. �.J 7 2 6 4 II MSTCM40 w/(14) ° c-J 1/411x2-1/4" TITENS TO 'GRADE .` 11 - ;:N1 r_�r i III- 45 „III1� E111 GRADE 1f II-1 POOL DESIGN BY OTHERS CMU/FOOTING AND (26) -11 il-r12” MIN. I I I III i� a :° - I - -M=_77777777 11=111_ all 111= SHEET ° =11 I=11 I-III 12'=' MIN. I I= I I I=1 45 IIITII�iir—ffflll�il-111 li_� �1-111=,IiI„fill Iil-lllll'Q• III_ 16d SINKERS TO FRAME. III- 8 ° �. I I_I I I- I ITI r-1 I I I I f- _I I =fill- -TYPICAL I I I 1=1 I I—III— I III_ FDD TYPICAL LOAD BEARING III-III 11=111- 11=1 7111=1I I I1=111= I1=1 FOOTING, STEMWALL OPTIO AL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR ,1 SHOWN, MONOLITHIC LEDGw/(1) #4 OR#5 FOOTING AS FOLLOWS: OPTIONAL 8x8 BRICK CONTINUOUS MONOLITHIC EXTERIOR APPLIES AS WELL. LEDGE W/ (1)#4 OR#5 FOOTING AS FOLLOWS: ,L CON71 UOUS. 1-STORY: 12” WIDE w/(2) #4 or (2) #5's CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2) #5's PROJECT ENGINEER 2-STORY: 16" WIDE w/(3) #4 or (2) #5's 2-STORY: 16" WIDE w/ (3) #4 or (2) #5'sA. TYP. FOOTING IN PROXIMITY TO POOL OPTION j?wEM EDSTRAP ONO DETAILEL N 10 EVATED CURBTHIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING DETAIL TO BE UHEN EEDED AS REFERENCE TO DETAIL 5 9 • 401 IS IN PROXIMITY TO POOL. o 4 OR tV � � W . Vi • V-{1 ar aA�a•�`� � ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1 & 2 ZONE 3 1 N 1300 WE TRUST 8d RING SHANK 8d RING SHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 12" o/c 6" o/c 1 6' o/c C) WALL SHEATHING >m < cn 4 � 00 ir , r SIZE SW 2 8d COMMON 0 Q 00 CALLOUT 0- C� EDGE FIELD 7/1611 SW6 6" o/c 12" o/c _j x SW4 4" o/c 12" o/c SW3 3" o/c 12" o/c z ' LL 1. EXTERIOR STUCCO FINISH REQUIRES 0 w z ONE OF THE FOLLOWING: Z -- ____ _ -- ' a. 7/16" SHEATHING GRADE ORIENTED w ---------- -EX( TING- -----------i-------------- I _ - I I WITH THE LONG DIMENSION w ----------- ----------- I ]] PERPENDICULAR TO THE WALL STUDS. w b. 15/32" SHEATHING GRADE. < I I ll 11 I III I "7 c. /16STRUCTURAL 1 GRADE. 2. ALL EXTERIOR WALLS NOT LABELED Z U) h i i I I ii Ili z _-___- TO BE CONSIDERED SW6. w ' ® '® Ix w (2)2x6-1/2 LCy li "ill WINDOW SILL/HEAD N ATTACHMENT ® cm (2) 1-3/4"x11-1/4" LVL-2 RSD CL cy) L-- - -__+-- IN GO WE TRUST � 0 uj C7 co c\j co 00 2x6 # SYP LEDGER 2x6 #2 SYP LEDGER ATTACHED TO EACH tr ATTACHED TO EACH STUD / (5) .131x3" 0 O STUD w/ (5) .131x3" NAILS. NAILS. � � _Z LL w z_ _ Z -- ----- ---------- , �.� ---------------- --i-- – I C) ---- -------- ---- I I D ------------------------ I ----------------------- I I QT� �� —'� II II I II I �J co Lu h I 2x6#2 SYP CEILING – !i I I JOISTS @ 24" O/CF-- 2X6 4" o/cr- 2x6#2 SYP CEILING ® r 2x6#2 SYP LEDGER – " I I � I w/ LUS26 HGRS. I I JOISTS @ 24 o/c III ry' � � ATTACHED TO EACH i I i �' I I II w/ LUS26 HGRS. r –�I it z � STUD w/ (5) .131x3" �� \\ I / Llill I 11 II �� ' III II CV I I / Iit I 2x6's @ 2x6's @NAILS. t -= J II II \\ � ui 1 I I 24" o/c 24" o/c 1z d' -- --� ---- -- NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO <4.11 TRUSS w/8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING 3" o/c. 8d NAILS @ 3" o/c. TRUSS w/8d TRUSS w/8d TO BLOCKING WITH ROOF SYSTEM ROOF SYSTEM 11 NAILS @ 3" o/c. I I NAILS @ 3" o/c. o/c 8d EDGE 2x4#2 SYP ROOF SHEATHING NINE i t I i i 2x#2 SYP i i i t NAILING SPECIFIE BLOCKING. (SEE FR SHEETS) ENGINEERED " CONTINUOUS FROM ROOF SHEATHING ROOF TRUSS. �I I ENGINEERED ii TOP PLATE S ENGINEERED mai 7/16" THICK(MI .) ENGINEERED ON PLAN. I I i �� (SEE FR SHEETS) I I I I ATTACH EACH BRACE ROOF TRUSS. ROOF TRUSS. i►� ❑ D WE TRUST ROOF TRUSS. I I I I SHEATHING I I TO TOP/SILL PLATE w/ SHEATHED-WALL TO 4 .131x3" NAILS. I I ADJACENT TRUSS. ;I ATTACHED TO I I 2x4#2 SYP NAILER I I NAILER,TOP PLATE t lol ATTACH EACH " I I ( ) I I 2x MUST MATCH OR ATTACHED TO I I I I EXCEED LENGTH OF I I AND BLOCKING / I I TOP PLATE (SEE NOTE A TOP PLATE TOP PLATE BRACE TO EACH I 2x4#2 SPF LEDGER NAIL TRUSS TRUSS BOTTOM I ATTACH SHEATHING FOR STUCCO (SEE NOTE A TOP PLATE 0) Lo TRUSS BOTTOM ATTACHED TO TRUSS BOTTOM CHORD SHEATHED-WALL. CHORD w/ .131x3" 8d NAILS @ 3 o c. TO UPPER TOP FINISH: PROVIDE FOR ADDITIONAL FOR ADDITIONALW ® co NAILING REQUIREMENTS "' C7 co CHORD w/(3) �I w/ (4) .131x3" NAILS @ TO 2x BLOCKING �- NAIL 2x BLOCKING TO NAILS @ 3" o/c. ATTACH B.C. OF PLATE WITH o/c 8d 2x BLOCKING @ NAILING REQUIREMENTS >= .131x3" TOENAILS. EACH INTERSECTING w/ .131x3" NAILS TOP PLATE w/.131x3" AT SW3/SW4 SHEAR e7' TRUSS TO TOP EDGE NAILING 16 o/c FOR 15/32 AT SW3/SW4 SHEAR TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. PLATE w/ .131x3" SPECIFIED ON PLAN. SHEATHING WALLS) WALLS) 1 00 2x4#2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3" o/c. APPLIED 0 12" o/c ALONG WALL CHORDS ADJACENT TO 11.25 MAX. VERTICALLY. INTERIOR WALL _® a EXTERIOR WALL INTERIOR WALL a 16 MAX. EXTERIOR WALL STUDS- SEE STUDS- SEE STUDS- SEE � LENGTH. WALL ARE H STUDS - SEE FRAMING PLAN FRAMING PLAN FRAMING PLAN ® e DIFFERING HEIGHTS. FRAMING PLAN FOR SIZE FOR SIZE FOR SIZE Li- WALL SHEATHING FOR SIZE WALL SHEATHING OPTION #1 OPTION #2 OPTION #3 OPTION #4 OPTION #5 (SEE FR SHEETS) (SEE FR SHEETS) FLOOR SHEATHING �- SHEATHED WALL TIE-IN TO ADJACENTTRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL- HIGH HEEL OVER ADHESIVE LLl PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT 0 _ _ Im u SHOE PLATE SHOE PLATE SHOE PLATE SHOE PLATE D A/FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) _ _ - - _ - w LItFOUNDATION - SEE FD SHEETSZ Q 12x4 PLANK ORIENTED NAIL FLOOR SHEATHING ' „ C1) TO TOP CHORD OF ATTACH FLOOR NAIL FLOOR BRACES @ 48 o/c. TOP PLATE TOP PLATE SHEATHING TO TOP )ATTACH TO TOP CHORDS 1-STORY WALL SECTION TRUSS w/ 10d NAILS @ SHEATHING TO 2x4#2 SYP CHORD OF FLOOR w w/ (4) 10d TOENAILS) PANEL EDGE BLOCKING 3 o/c. TRUSS w/ 10d WITH 10d NAILS @ 3" o/c. ATTACH FLOOR FASTEN FLOOR DECKING WALL SHEATHING FLOOR SYSTEM D L 7 NAILS @ 3 o/c. ATTACH EACH BRACE SHEATHING TO 2x4 TO LATERAL BRACE w/(4) (SEE FR SHEETS) � TO TOP/SILL PLATE W/ SEE BLOCKING #2 SYP PANEL EDGE Od COMMON NAILS. ENGINEERED (4) .131x3" NAILS. PANEL DETAIL BLOCKING WITH ENGINEERED EXTERIOR WALL INTERIOR WALL 0 lqt STUDS-SEE STUDS -SEE 11 M i I 10d NAILS @ 3" o/c. FLOOR TRUSS. I FRAMING PLAN FRAMING PLAN ,� FLOOR TRUSS i I =�Lx4 DIAGONAL BRACE @ -•-- SHEATH FLOOR TRUSS ADJACENT I X48" o c. ATTACH FLOOR SHEATHING FOR SIZE FOR SIZE TO SHEAR WALL w/7/16 RATED Xv ATTACH B.C. OF mm / TOP PLATE O CD Lil Lj rDI B EACH SHEATHING ATTACHED w/8d AGONAL RACE TO ATTACH TRUSS TO TOP PLATE EDGE I� ENGINEERED / 7 16" RATED „ LATERAL BRACES w/(4) D NAILING FIELD NAILING SIZE 2ply 2x(MATCH WALL STUD) � EDGE 12 FIELD. �/ NAILS 3 G & / SIZE BRACE TO EACH @ w/ .131x3 NAILS @ TRUSS BOTTOM BLOCK ALL PANEL EDGES. FLOOR TRUSS. SHEATHING 3" o/c. Od COMMON NAILS AT 10d COMMON 10d COMMON GRADE #2 SYP ui CHORD w/(3) SHEATHING LENGTH TO MATCH ATTACHED , � ACH END. 23/32" 6" o/c 6" o/c NAIL (2) ROWS OF .131x3" NAILS @ 12" o/c O SHEAR WALL LENGTH. w/8d NAILS EXTEND WALL PATTERN STAGGERED (SEE NOTE A SHOE PLATE �• 131x3" TOENAILS. ) SHOE PLATE Lo SHEATHING TO Lx4 PLANK ORIENTED ADDITIONAL 2x4#2 SYP @ 3 o/c. FLOOR TRUSS TOP RACES @ 48" o/c. MATCH SIZE, GRADE & QUANTITY OF ALL 2nd LAP MIN. 48" w/(24) .131x3" NAILS IN LAP 2x4#2 SYP BRACES @ TOP PLATE ABOVE ATTACH PANEL EDGE 2x4#2 SYR PANEL CHORD. ATTACH TO TTACH TO TOP OF FLOOR MULTI-PLY STUD COLUMNS w/ 12" o/c ALONG WALL SHEAR WALL. ATTACH BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM OTTOM CHORD/FLANGE BLOCKING IN FLOOR SYSTEM AND w/ 1st �-FOUNDATION - SEE FD SHEETS LENGTH. „ AT ALL PANEL FLOOR LEVEL STUD COLUMN, U.N.O. SHOE PLATE TO TOP PLATE w/ PLATE w/.131x3 CHORD w/8d NAILS w/ (4) 10d NAILS. EDGES. SIZE 2x (MATCH WALL STUD) .131x3" NAILS @ 3" o/c. TOENAILS @ 3" o/c. @ 3" o/c. BLOCKING PANEL DETAIL NOTE A: TIGHTEN NAILING TO 6" o/c STAGGERED GRADE #2 SYP (PT ON CONCRETE) 2-STORY WALL SECTION OPTION #1 OPTION #2 OPTION #3 OPTIOp #4 AT ALL WALLS LABELED SW3/SW4 OR ATTACH NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO TRUSSES SHEATHED WALL TIE-IN TO EXTERIOR WALL TRUSS/JOISTS WALL SHEATHING TO UPPER PLY OF TOP PLATE. BOARD WITH .131x3" NAILS @ 8" o/c. PARALLEL EACH SIDE PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARALLEL 10 WALL Z B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) K/FRD TYPICAL WALL SECTIONS J W 2x8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMMONTRUSS &TRUSS TOP uJ U Ll•� 12 12 `J �1 RATED VINYL CEILING OVER 1x4#2 SYP OR 2x4#2 SPF CHORD OR BLOCKING w/(3) .131x3" TOENAILS. 12" 12" 2x BLOCKING @ALL ROOF SHEATHING PANEL EDGES WITHIN 4' OF,.END OF GABLE. Q � 7 PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) BRACE TOP CHORD OF TRUSSES BELO OVERFRAMING w/ "� r 3 j IF DISTANCE FROM SUB �- L .131x3" NAILS TO EACH INTERSECTING TRUSS. 1x4 SYP PURLINS @ MIN. SPACING DES GNATED ON TRUSS } 2x6#2 SYP BRACE. LOCATE PEAK FASTEN ALL.ROOF SHEATHING TO ALL FRAMING 0 � �- i � � � � �� FASCIA TO 1st OUTLOOKER U W ENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOP r 4 EACH SIDE OF PEAK, AND 6 o/c MEMBERS w/�8d COMMON NAILS @ 4 o/c EXCEEDS 32", DOUBLE 1st U CHORD. LAP SPLICES MIN. (2)TRUSSES THEREAFTER. BRACE TO ATTACH TO WITHIN 4 OF END OF GABLE RAKE. { r OUTLOOKER ONLY. DIn 2 MID-PT OF BLOCKING EACH END. W _ MIN. 3/8 SHEATHING w/6 EDGE 12 FIELD 8d NAILING. - Zx4#2 SYP OUTLOOKERS ...I #2 SPF CRIP LES @ 4' o/c PER "� I ADD 2x4#2 SYP.T BRACE-TO ANY Q rn BLOCK ALL UNSUPPORTED PANEL EDGES. i SCHEDULE BELOW. ATTACH TO �" BOLTS ,NAILS BRACE GREATER THAN 9' IN LENGTH @ 24" O/c (MAX RAKE =24' o/c w/(1) H2.5T @ Lo >,. EACH TO TOP CHOR OR TOP PLATE. FASTEN W L _,. RAFTER w/ (3) .131x3" NAILS. 2" `- w/ .131x3" NAILS @ 6" o/c. OUTLOOKERS TO FIRT�FULL HEIGHT TRUSS TOP - f 3 MIN. W/ 3/8" SHEATHING w/6" EDGE 12" FIELD 8d 2x6#2 SYP _ _ SOLID SAWN (SYP) HEADERS N N Z L- CRI PLE MAX HT. 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. CHORD w/;(3) .131x3 ,TOENAILS. ADD 2x i LL ` ' LL NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. RAFTERS @ 2x4 6'-3" ( BLOCKING"BETWEEN ALL OUTLOOKERS ABOVE I Y W ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE 24" o/c. rn I I SCL LUMBER (LSL LVL, SL I _. TOP PLATE/CHORD TOENAILED @ 6" o/c. I t &TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . 2x4 w/ 1x "T" BRACE 9'-10" „ ) W U J 2ply/3ply 1-3/4 (DEPTHS UP TO 11-7/8 ) 2) ROWS OF 12d NAILS. ELEVATION VIEW W I I 2x4 w/2x "T" BRACE 11'-2" W z 0 I I 2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER)`- (3) ROWS OF 12d NAILS. n/ � rn I I *ATTACH#2 PF"T"BRACE TO CRIPPLE 2 1 3-1 2" OR 4 1 1-3 4" - 2 RO S OF 1 ° I I I I I I I GABLE EN DTRUSS. i i I I I I L.L J U I I SHEATH PORCH CEILING PER p y / p y / ( ) /2 BOLTS. OPTION 1 OR 2, UNLESS NOTED w/.13 x3 NAILS @ 4' o/c. 7 I I I I I I I SLOPE TOP PLATE i t I I = �•-� � L OTHERWISE ON PLAN, E F RD BM/HDR CO N N E STI O N DETAIL 2x4#2 SYP BLOCKING @ I I I I I I 2x "L" BRACE @ TO MATCH ROOF (3) .131x3" TOENAILS @ / BRACE LEG ATTACHED-TO I I tl I I I I PITCH. PORCH SHEATHING DETAILS 4' o/c MA RIPPLE TO TOP CHORD TOP CHORD w/(3) j j j j i t 1 I I VERTICAL WEBS AS SPECIFIED BY DELEGATED \ R BLOCKING BELOW. OPTIOrj1 .131x3" NAILS. II II II 71 II II II I! II � r•- W / TRUSS ENGINEERING, II II 0 (1) SPH @ WER I I I I I I I t l I I I 0 r•l/ ry 3 131x3 I I I I I I I WHERE APPLICABLE. u' LL 3"o/c 8d NAILS. O ' TOP PLAT TO 1 I I I I I I I I I !I TOENAILS@ DOUBLE ND it II II II WALL SHEATHING - II li tl Z r- U 0 LL No HORIZONTAL RAFTER TO 2ply POST` t l I I I i I I (SEE FR SHEETS) I I I t I I I I 3"o/c 8d NAILS. JOINTS ALLOWED I i I I I I I I I I I I I 2x4#2 SYP ATTACH BOTTOM NO HORIZONTAL ROOF TRUSS VALLEY NAILER t l I I I I i t JOINTS ALLOWED. TOP CHORDS. ATTACHED TO CHORD OF GABLE -- I - i t II II �------�------�-- -�-- -- �------�-----.� REVISIONS ALL ATTACH LOWER TOP OPTION 2 --- -TRUSS TO TOP/SILL 3"o/c 8d NAILS. 3"o/c Sd NAILS. INTERSECTING PLATE TO ADJACENT (1) CS18 HORIZ @ 2x6#2 SYP FLAT BLOCKING @ PLATE w/ .131x3" IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP WALL PER OPTION 1 OR LOWER TOP PLAT TO BRACE LEG. ATTACH TO EACH TOENAILS @ 6" o/c. 2x BALLOON _ FLUSH HEADER DROPPED HEADER ABOVE TRUSS TOP CHORD, ADD 2x4#2 CHORDS w/(2) 2. NOT REQUIRED AT 2x 02 SYP BLOCKI G IN TRUSS BOTTOM CHORDS w/ EXTERIOR STUD WALL FRAMED STUDS, SPF BLOCKING BETWEEN ADJACENT .131x3" NAILS. CORNERS OR INTERIOR HIGHER WALL. , 9) (4) .131x3" TOENAILS. PER PLAN SEE PLAN _ DROPPED OR PLATED PORCH HEADER SHEATHING OPTION TRUSS TOP CHORDS AND ATTACH w/(3) WALLS. 10c1x1-1/2" NAILS EACH _ .131x3" TOE-NAILS PER END. SIDE OF JOINT. PLATFORM FRAMED ��- OR BALLOON FRAMED THIS DETAIL APPLIES TO PLATED PORCH HEADERS OR PORCH HEADERS DESIGNED BY: BAM SUPPORTING WALL FRAMING ABOVE. IF THIS DETAIL IS FOLLOWED, THE TOP F/FRD OVERFRAMING DETAIL G/FRD EXTERIOR PLATE TEIGHT BREAKS; L/FRD TYPICAL GABLE END DETAIL SEE DETAIL5/TDDFOR PLATE TO HEADER STRAPPING IS NOT REQUIRED AS SHOWN ON DETAIL 6/TDD. STRAPPING REQUIREMENTS DRAWN BY: BAM HEADER PER ATTACH SHEATHING TO UPPER PLY OF TOP~PLAT w/3" CHECKED BY: BAM PORCH HEADER PLAN o/c 8d NAILING &TO HDR w/ (2) ROWS OF 6" o/ 8d NAILS. PER PLAN PORCH HEADER PER PLAN NAIL LEAD KING STUD TO • • • HEADER OR TOENAIL PER ' JOB NUMBER IF> 16", ADD SCHEDULE BELOW (1) MTS12 OR 131 3" NAILS @ 6"o/c J 7264 CRIPPLE STUDS (1) MSTA18 POCKET PORCH „ OC 0 H HEADER INTO @ 16 o/c. 2x BLOCKING FO STRAP @ EACH KING TO HDR NAILING! NOTCH PORCH HEADER I ATTACH HEAD ARCH WINDOWS CORNER OF , SHEET 3" AROUND TOP PLATE t WALL AS SHOWN. w/ (2) .131x3" SIZE 131x3 NAILS CHIMNEY TO AND POCKET INTO SCHEDULEO TON 2x4 (2) PER PLY NAILS/END. 2x6 (3) PER PLY � s RAFTER/TRUSS FRD WALL AS SHOWN. SUPPORT PORCH FR SHEETS. ATTACH SHEATHING TO 2x4#2 SYP BLOCKING TOP CHORD HEADER w/ (1) 2x PER APPLY EDGE JACK STUDS)/HEAD & 2x8 (4) PER PLY BETWEEN TRUSSES OR 2x4 SUPPORT PORCH PORCH HEADER PLY. NAILING TO SILL PLATE w/ NAILING 2x10 (5) PER PLY =u BELOW CHIMNEY BLOCKING HEADER w/ (1) 2x PER LEAD JACK STUD PRESCRIBED PER WALL 9-1/4" (5) PER PLY WALLS w/ (4) .131x3" BELOW. PORCH HEADER PLY. SHEATHING SCHEDULE PROJECT ENGINEER OPTION 1 NOTE: ATTACH SILL TO 9-1/2 (5) PER PLY TOE/END NAILS AT u Pi OPTION 2 JACK STUD ON FR SHEETS. 2x12 (6) PER PLY EACH END OF ®®�,� Atll �� °® (NON-PLATED WINDOWS)/DOOR(S)TO BE 44 (PLATED PORCH HEADER) ATTACHED TO FRAMING SCHEDULE ON BLOCKING TO TOP oo®®yP�..•••••.V�Q °s®o PORCH HEADER) ®® �',•° \GENg • 'Q ®o 11-1/4 (6) PER PLY MEMBERS IN ACCORDANCE FR SHEETS. IF CHORD OF TRUSS OR o ,• �. W/APPLICABLE 11-7/8" (6) PER PLY ROOF TRUSS �11RAFTER. a 4010 14" (7) PER PLY TOP CHORDS. MANUFACTURER'S r IF> 16", ADD 16„ (8) PER PLY IrJSTRUCTIONS. PORCH HDR / WALL INTERSECTION DETAIL CRIPPLE STUDS 18�� C/FRD PORCH DETAILS H/FRD TYPICAL OPENING DETAIL M/FRD CHIMNEY OVERFRAMING N/FRD EXTERIOR CORNER DTL ,�!'llllll iii00,i 2/5/ 15 GENERAL NOTES ' (REFER TO DETAIL SHEET CSD or TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS, ANCHOR DIAMETER AND EMBEDMENT. I N GOD WE TRUST • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. • CONVENTIONAL STRAPPING DETAILS. s C) N O TRUSS TO PLATE 0 CONNECTION SCHEDULE ir ,co � • 0 (1) H2.5T @ EACH TRUSS TO TOP PLATE OR 0 < HEADER UNLESS DENOTED AS SHOWN al 2 H8 O 0 n X 11 ii z Lu1_ (1) H8 (1) MTS12 W OTHERWISE � \ /11 ------ � ----------- -- ________ _ I I FOLLOW SPECIFIC Z - I CALL OUT ON PLAN L------------- 11 II I II I LLJ NOTE: ALL UPLIFTS HAVE BEEN W 11 I 1� I CALCULATED BY ENGINEER OF RECORD. z Q 11 // 1u1I II Ili I UPLIFTVAL i I I I i UES REPORTED BY TRUSS 1 rr SOFTWARE SHALL BE DISREGARDED. IF W SING ALTERNATIVE CONNECTIONS_= F=T== �E 1/2THAN THOSE SPECIFIED, THE w 5/8 0Ix cc -T i IIATR ATR CONNECTIONS MUST EXCEED THE w S CAPACITY OF THE CONNECTION n LO@4' o/dli II m SPECIFIED ON THIS PLAN. IM N-i S z CO CV GENERAL STUBBIE � _ 1 --- -I/ J�jI1 11 5/8 N v2 1/ ----------- 1/2""" __-- — — ATR ATR— __—� LOCATIONS a- -_—_ LI I I I I ATR / AT ATR ATR 11 r r -1 �- II (SEE DETAIL 7/TDD FOR ALLOWABLE `--' I I`----1 I I 1 r STUBBIE OPTIONS) 1 1 1 (2) MTS12 s@ RAISED I I -------------� L -J- 11 I I I I I I w _____ ____ _ _ I I I BEAM TO POST w/(1) I I I I I I `� Z T ��-- Tj� g i I I ALL THREAD ROD. I _� I I \ I I;i I \, ,/ I I 1 T EACH SIDE r' n- 1I i t 1 q 1 --- __-�- SPECIFIC SPACING 1111 \( I I I I m m I I I -- -- OF EACH SPECIFIED LOCATIONS SHOE PLATE DENOTED BY ON PLAN 11 L-J II I I �__ BREAK THE SYMBOL-*E IL_---JL----� I S JURA __ J I NOTE: ATTACH EXISTING VIII -- TRUSSES TO ANY NEW L------_-__ I ------- - ------ ---� I 111111 BEARING WALL TOP PLATE w/(1) H2.5A. 1 11111 IT IS ALLOWABLE TO ELIMINATE ------U \ 1 \ i r__ STUBBIES PROVIDED THAT ALLTHREAD W tz = ____� i i THE STUBBIE ARE PLACED AT r — — ----- --- --------- E SPACING SPECIFIED. Z I F=== _ I W o GENERAL FULL LENGTH L_ �. .I -I L-- '---- __4� rTF__ ATR LOCATIONS U W _______—, I , ' 1 I I III 111 Ln LO ----- W oC U F- ALL THREAD RODS (ATR's) TO BEL it Q -- 11 �' N ------- , L_ 1 " I i 1I LOCATED AS FOLLOWS: LL �� _ � O U W _ - 111 1. 3/8" ATR's LOCATED SPACING -------- �;�, III 11 I r---i 1 I I II J ILLI I IW1 �I 1 1 1 I I 1 I I I I �,. @ 11 --------------- I III III I 1 I I �111�� SPECIFIED ON PLAN. Q W 2. 3/8"ATR LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH Q Q I I 3 I I(_�( li -1 I I I i I i IIIIII I I O /8 ATR OR (1) MSTA2;4 @ 1 1 I I I I I I II J�J �I 11 1 I I 1 1 1 111111 EXTERIOR CORNER. 10W JACK POST TO HEADER w/�L) __ L �• 3. 3/8 ATR LOCATED EACH SIDE OF NN I— L1. 1I 11 L1� O B @BASE. rr nn u 11 11 I L- I 1 EACH PLATE HEIGHT CHANGE. uJ _� �{ I I I 4. 3/8" ATR LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE 0 W a- _-__---- I ---------- --- _-- (1) H8 @HDR I 1 i i L---------------- - � OR EACH SIDE OF UPPER TOP PLATE 1 1 I I i !, SPLICE. _I W TO POST. -_ I I N W Z Z S. SPECIFIC LOCATIONS DENOTED BY _ C j _-_ --T___ _ 1 I I THE FOLLOWING SYMBOLS: ...I U L^� --- J r-------------------------- �OE -----i 1 = 3/8"ATR ------------- 2 W J p 30E 30f ==�30E 30f = [ 30E I 1 ATR = 1/2"ATR LL —._-----_—__—_ _ I ------ r r > Q Q ATR — 5/8"ATR W > mp j l m I I NOTE: SPECIFIC ATR LOCATIONS O Q/ ] W i 0 II 1 SHOWN @ CORNERS OR TO SIDES OF Ip ~ I ~ 1 1 OPENINGS TO BE LOCATED WITHIN 2" Z U Q I I OF END OR KING POST. --------------------- _--_-_� REFER TO DETAIL8/TDD FOR FULL -- REVISIONS ------------------------- LENGTH ATR DETAILS. A _ A3 TDD ( _ 3 3 3 - TDD TDD TDD DESIGNED BY: BAM DRAWN BY: BAM CHECKED BY: BAM JOB NUMBER �J7264 SHEET TD 1 ti e PROJECT ENGINEER 64010 "3 w • v ° TIE-DOWN PLAN SCALE: 1/4"=f-O" or,✓off, ®�®,,`� 2/5/ 1 S I , r. 1 H8 OR (1) (1) H8 OR (1) MAXIMUM SPACING PER PLAN GENERAL NOTES TSP @ EACH TSP @EVERY STUD TO TOP 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET-XP" OTHER STUD (-1PLATE (� 2-PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS, n TO TOP PLATE n 2. NAIL DIAMETERS: I I I I i I I (1) FULL LENGTH I I I I I I 8d COMMON = .131 I I I I ATR WITHIN 2" OF I I I I I I 16d SINKER=.148 IN 133 D WE TRUST I I I I 1 1 ! ! HEADER POST. I I I I I I 10d COMMON =.148 I I I I I I i t I I I l I I 16d COMMON =.162 I I I I I l I I I I I I I I 3. IN THE EVENTTHE SHEATHING IS APPLIED PRIOR TO INSTALLATION SEE FULL SEE FULL I I I j SEE FULL SEE FULL I I I I I I I I OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO t� I I I I I I I I I I I I I SUBSTITUTE A SPHR OR MSTA24 w/(6) 10d COMMON NAILS EACH X37 co LENGTH LENGTH LENGTH LENGTH I I I I I I � ► I I I I I ATR DETAIL ATR DETAIL I I I ATR DETAIL ATR DETAIL i ! I I I I I I SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED CV co I I I I I I I I I I I I I I STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. 4 I I I I I l I I I I I i I I f I I I I I I 4, ATR MAXIMUM OUT-OF-PLUMB TOLERANCE: 1/4" PER FOOT OR 2" ° 00 I I I I I I I I I I SEE FULL i i SEE FULLSEE L PER FLOOR LEVEL-WHICHEVER IS LESS. I I I I i LENGTH l LENGTH l l� LENGTH5. PROVIDE MIN. 2" EDGE DISTANCE FOR ALL 2x4 EXTERIOR WALLS ❑ �� I I I I I I I I I I I PLATED CONDITION ATR DETAIL i i ATR DETAIL i i ATR DETAIL AND 3" EDGE DISTANCE FOR ALL OTHER WALL SIZES. I I I I SHOWN. NOTCHED i t I I I I 6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. u I I 1 1 I I I I HEADER APPLIES: i i I I I I 7. IN THE EVENT A COUPLER IS REQUIRED USE A LOW-CARBON STEEL O � ' I I I I i t I I I I COUPLER w/ MIN. 5/8"THREAD ENGAGEMENT FROM EACH ALL LL I i I I I I I I I I THREAD ROD. Zo U- I I I I I I I I I I I I I I I I I I I SEE I I I I I I SEE z I I I I l I I STUBBIE I I I I I I STUBBIE i I DETAIL I I I I I I DETAIL I cj) I I I I I I I I I I I I D I l17� I i PORCH HDR WALL ill lul ISI ISI ISI qj t I I I I i t O RC2 x2'O1EL NUT 8'EWASHER. W j l I I I I I I STUBBIE SPACING / IF SPECIFIED ON PLAN. NOTE: INSTALL(1) w ' I I I I STUBBIE WITHIN 8 CL' I I I I NOTE: FULL LENGTH ATR TO BE INCLUDED UPPERMOST TOP PLATE (� 1 CS22 I I IN STUBBIE SPACING. STUBBIES MAY BE OF EACH SIDE OF L(1) CS22 I I I I O I I EACH SHOE PLATE I I w/ (7) 8d x 1-1/2 NAILS PER I I I I w/ (7) 8d x 1-1/2" NAILS PER I I ELIMINATED PROVIDED FULL LENGTH ATR's „ CO END @EVERY OTHER STUD I I I BIL END @EACH STUD TO HDR I I (1) FULL LENGTH ARE SPACED AT SPECIFIED STUBBIEBREAK. 3/8 A307 STEEL ROD. I I ATR WITHIN 2" OF SPACING.TO HDR BELOW (IN LINE I I I BELOW, i i WITH H8/TSP ABOVE). I I I i END POST, ONE SIDE OF CORNER. SET ROD IN 7/16" BRUSHED AND 4/TDD ALL THREAD ROD SYSTEM DETAIL I•-- 0) BLOWN HOLE. EPDXY TO OVERFLOW ONTO w SHOE PLATE. ' ROOF BEARING WALL OVER HEADER BELOW ROOF BEARING WALL OVER HEADER BELOW _ 3/8 A307 STEEL ROD. O L (1) SPH4/6/8 @KING POST (1) SPH4/6/8 @KING POST "DROP TOP" GABLE END TRUSS. LOWEST SHOE PLATE �- TO TOP PLATE. TO TOP PLATE, E4 I I I I I I 6it PLATED CONDITION I I I I I I SHOWN. NOTCHED II II II II HEADER APPLIES. I ! I I I I I I BALLOON FRAMED GABLE END I I I I l i I I ATTACH STUDS TO TOP PLATE w/(1) I I I I I I I I H8 AND TO SHOE PLATE w/(1)SSP @ I i i I I I i i 48" o/c MAX. ATTACH SHOE PLATE 3/$11 ATR DETAIL I I I I I I I w/3/8"x6" EMBED EPDXIED ATR II I.I II II I I LI. I I I I STUBBIES @ ATR/STUBBIE SPACING W SPECIFIED ON PLAN. NOTE: IF OPTION 2 IS FOLLOWED, ATTACH z II IIII II LI I! I I I TOP PLATE STRAPPING ON SAME B PORCH HDR @ WALL CORNER : i i i i i i I SIDE AS LTP4'S. J W.. . ——————— -------- -------- OPTION 2 ATTAC H TO P P LATE.TO u, � U GABLE END..BOTTOM LOW CARBON STEEL NUT Q 7 L CHORD w/,LTP4's @ 5' o/c. OVER CUT WASHER OVER —' i (1) MSTA24 @EACH � 3"x3"x1/8" SLOTTED WASHER. U �1.� PORCH HDR TO COLUMN'9UPPERMOST TOP PLATE (MIN. (2) MSTA24's PER `� ` COLUMN). ;, OPTION 1 w`� 4 / A307 STEEL ROD 0 ul 1 2" — — — — — — — — — --�" ATTACH TOP PLATE TO GABLE END ` 0 BOTTOM CHORD w/SIMPSON SDWC _ f�1 u, -- — — — — — — y" — PORCH POST, FOR OPENINGS GREATER THAN 5' BUT SET ROD IN 9/16" z W BRUSHED AND ❑ '. I ❑ Q PORCH HDR, SEE PLAN. NO LARGER THAN 18', INSTALL(2) BLOWN HOLE. EPDXY ity �� } SEE PLAN. SCREWS EACH SIDE OF OPENING. JL(2) CS22 s w 7 8d x1-1 2 NAILS TO OVERFLOW ONTO1-1 2 NAILS / O /(1) CS22 w/ (7) 8d x / 7 PER END @ BASE OF KING POST PER END @ BASE OF JACK/KING SHOE PLATE. .__I Z �L 1/2" A307 STEEL ROD. LL Cj TO BEAM/HDR BELOW. POST TO BEAM/HDR BELOW. ' S TDD GABLE END TIE-DOWN DETAIL OPENING OVER HEADER / FLOOR BEAM OPENING OVER HEADER / FLOOR BEAM LOWEST SHOE PLATE = W J ❑ ABU 6" 12 Q STEM r 0 3" MIN. � IF SHEATHING IS APPLIED MONO. I I ��// PER DETAIL C/FRD OR U WALL 0L ,— W > ° (1) H8 OR (1) (1) H8 OR(1) (12) 16d H/FRD, ATTACH TRUSS TO ❑ T W TSP EACH COMMON (.162) TOP PLATE PER PLAN ON u' TSP @EVERY @ 5/8 x 6 EMBED 7 OTHER STUD STUD TO TOP EPDXIED ATR. x 3-1/2" NAILS. SHEATHED SIDE OF HEADER Z ❑ TO TOP PLATE PLATE IF SHEATHING IS NOT APPLIED PER 1/211 ATR DETAIL DETAIL C/FRD OR H/FRD, ATTACH } TRUSS TO HEADER w/(1) MTS12. REVISIONS PORCH HDR @ POST FLUSH HEADER THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GREATER THAN 4' IN WIDTH: THIS - DETAIL DOES NOT APPLY TO WALLS - SUPPORTING A FLOOR SYSTEM ABOVE. (1) MSTA24 @ LOW CARBON EEL NUT EACH PORCH HDR OVER DOUBLE 3"x3"x1/4" TO COLUMN (MIN. IF SHEATHING IS NOT APPLIED PER DESIGNED BY: BAM ROUND HOLE WASHER. (2) MSTA24's PER IF SHEATHING IS APPLIED DETAIL C/FRD OR H/FRD, ATTACH:EVERY DRAWN BY: BAM COLUMN). PER DETAIL C/FRD OR OTHER STUD TO TOP PLATE AND HEADER UPPERMOST TOP PLATE H/FRD, ATTACH TRUSS TO BELOW w/(1) H8 AND ATTACH TRUSS TO CHECKED BY: BAM TOP PLATE PER PLAN ON TOP PLATE ON SAME SIDE OF WALL. 5/8" A307 STEEL ROD. SHEATHED SIDE OF HEADER ± JOB NUMBER PORCH HDR, DROPPED HEADER SET ROD IN 11/16" J 7 2 6 4 SEE PLAN. BRUSHED AND BLOWN HOLE. EPDXY —_ PORCH POST, 6/TDD TO OVERFLOW ONTO HEADER STRAPPING DETAIL SHEET SHOE PLATE. SEE PLAN. 5/8" A307 STEEL ROD.AN TDD 3/8"x6" TITEN HD LOWEST SHOE PLATE ABU w/CUT WASHER 9.1/2" I l 15" @ (1) C522 w/ (7) 8d x 1-1/2" NAILS (1) CS22 w/ (7) 8d x 1-1/2" NAILS MONO. I I EXTERIOR 3/8"x6" EMBED 1 2"x7" CAST-IN-PLACE 3 I I PROJECT ENGINEER PER END OR (1) MSTA24 @EVERY PER END OR (1) MSTA24 @EVERY � (12) 16d � / 8 INTERIOR t I WALLS OTHER STUD TO BEAM BELOW(IN STUD TO BEAM BELOW. 5/8" x 6" EMBED COMMON (.162) EPDXIED ATR w/ "J" BOLT w/ NUT& CUT U �`®°<X sAAj&ff�e LINE WITH H8/TSP ABOVE). EPDXIED ATR. x 3-1/2" NAILS. NUT& CUT WASHER WASHER ®®,®¢yP,�GaNs,�',Qq+,®o 5/8" ATR DETAIL 64010 PORCH HDR @ POST CORNER u ROOF BEARING WALL OVER RAISED FLOOR BEAM ROOF BEARING WALL OVER RAISED FLOOR BEAM oPTlolvs -� ; s . S P® • • OO OR 1 TDD CONVENTIONAL STRAPPING DETAILS 2/TDD CONVENTIONAL STRAPPING DETAILS 3/TDD PORCH 'HDR STRAPPING DETAILS a 7/TDD STUBBIE OPTIONS 8/TDD FULL LENGTH ATR DETAILS / ' 2/5/ 15