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1853 Atlantic Beach Dr - New Home-Driveway Plans FFI E COPY -0b-06 4 4 F 9 EILI 0 BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 208 �� EI IN GREEN COVE SPRINGS, FL 32043 TT 0: 904.297.9390 9-0 F: 904.529. 1 406 A'. BEARING HEIGHTS 4 9 0 9'- 1 1 /811 EI I A L 1 8'- 1 1 /8° LATE H IGHT THESE 1 2'- 1 1 /p E3 WALLS 6— I 20' - '7" C(LING AUL '. SECOND FLOOR LAYOUT 20' - 3" SCALE: 3/ 1 o II = 1 I❑II THIS IS A TRUSS PLACEMENT 69-06 DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing.The building s6-06-on - designer is responsible for temporary and permanent bracing of the roof and b-06-00 3-66-06 ,2-02-06 6+-0b-66 �^-� floor system and for the overall JAO-00 c 4 structure.The design of thetruss support structure including headers, - beams,walls, and columns is the responsibility of the building designer. EJ" For general guidance regarding eJo3G01 Na1 - bracing,consult"Bracing of Wood ill 0'C LING > 9-02 s TM 2-0-00 11 OPEN o F08 EJ i CEILI G & Trusses"available from the Truss Plate II TO " Institute, 583 D'Oniffrio Drive; Madison, J03 ROVE ten' u m 2-0-00 FOB WI 53179.1 79. 4 II k mo II II J03 '12 `°a EIS/ ATTENTION. ° Refer to truss layout and engineering Y B J63 a$ Gel€ $ € .documents that arrive with delivered c Ili q 12' EILIN EN' AT A J03 S LL FOV RAN HALL field trusses. II II " IIEJOJ II Unless noted otherwise, all beams are II a z FO] – = J03 EJ66 by others. 6-02-OB REVISION DATE 2 A]-03 9 S `? 4 4 108-08 E1O6 4 4 4 CHECKED BY 00/00/1.5 MR d 4 10'C(LING O „TO6 CLIENT TOLL BROTHERS FTN, FT61 m x x'6' zo-6o o REGE sATLANTIC BEACH F•ro OR IU SUBDIVISION w HERITAGE F Os A -0-00 oz F112-o Floor Truss Connector List Roof Truss Connector List MODEL ANASTASIA FTo3 " 4 Manuf Product Qty Manuf Product Qty 2-O-66 'cea c " USP JUS24. 1 USP JU624 3 9' EILI FTOJ USP MSH422 2 USP THD26 4 USP THDH7214 1 ELEVATION COASTAL F11USP THD26 6 FI RST FLOOR LAYOUT 4 4J� 4 4 4 4 4 4 4 4 4 USP THD26-2 3 ff USP THD46 14 II _ I II DRAWN BYC USP THDH28-3 1 SCALE: 3/ 1 6 - 1 ❑ LOT ' USP THDH28-3 1 RAS Products - DATE PIotID Length Produce Plies Net Qty a3-0s-0s FB01 22-09-12 1-3/4"x 16"VERSA-LAMO 2.0 3100 SP 4 41 2�1 S�2 0 1 5 050 es-0s-0o REF# 8821 X p i l l II p I p Y 0 a A 1 p 1 A l p 11 c °r �axm0000,00 N3C Z m f*1 Svcvciov> � ` tn�G ZOOM XAD m m C O N � IoW 0ZDo m >om �mm{{Z z -+mv z �mv-avvv v- �Z� 2 0(T7 C :U - :. .. .. ....................... ....................... £ d� 3Y�i �n v i �jn b r` �Cr� Z� �Cp p m ` p p H u a a A p A Y A Y 11 Y Y 11 1 (�y cu m0 �D A�] +mVozo �mU vv0 va�� C me pZrg 71 �� 11 / % Gm IV A�o�OAOZpmT�.Az < om�f oYmumi m � m _ 5�� �t D = N 0 c o vac 000s �F 'oyz000 o�vis C b cZS OD rn c/) l �5 �� �� �� D C� bym mFm $ opc � oo$ o�OC "Tl.� m _ ',d\� � f /� _ _y �{ C r� J .a. 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O �InO ptF� ��c�ac�g z 3 O o J II II II 5 O P``JP� w z 00 o�z o 0000�a� �F�o�o Qs W Q 11 EV W �,..Uj F=_- O =�- z o w 4 � (j N = 2FZ SER W W O W�� 3Wti z� woow oo��a Joao5�d O> z U m Q �A��RS w w wZ0 l7W j �Z9a�na$aam��<z�z o aG7� (� _ Q �,E Q O I--- W�J� ��m vl Ile ! mnlllu,un n n 1 n 1■ Q W Z } p wi i d tici�,i p �1 (O d �-Ia i.:� a i:q tircciza G .3m fn LO K W = z<:2 I:a�a as o:nim�.: z 4a awe x z w 0m � p��w app I. eam U. � N O D- Of LL.3 Q (n W CY CV Z jQNz zWzizzF<-o��c�io F.�o: ci"i GS /nt w w O K� 000�&&a=g� W�s� E_ LO V J Q Q HDI��r ==Z J�f>d1mQ11 tlXM AU 1I II1 / A X O = CF F-F-O c�i�l3aa�4c=i<ao,�zcal i m TYPICAL HEADER NAILING TYPICAL DOUBLE TOP WINDOW DESIGN SPECIFICATIONS USP CONNECTORS 0.131X3" TOE NAILS WN SILL SCHEDULE 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: ELAMROUGH DROPPED HEAD MINIMUM END T DESIGN CODE: COMPONENTS &CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: '-0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR SYP SPF FASTENERS FL# CODE 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES / (16) 0.131x3" NAILS 0.131x3" END NAILS: g" LVL, 11' LVL = (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 1 CAR (2) 0 2x4, 14" LVL, 16' LVL = (9) NAILS OF ,131x3 0 12" O.C. STAGGARD. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): +22.9 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA sf GARAGE USP A35 450 450 O10dx1'/Z" (3) ® 2x6, ( ) ZONE (PSF) 'a° = 4'-6" DOOR (4) ® 2x8. SYP#2 < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)124 TOE NAILS -28.8 USP RT7 585 495 5 8d EA. END < 12'-0" (3)2x6 SYP #2 (- A35 + 4 DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 (8'x7') SYP#2 DBL HEADER, O12d TOE NAILS '>. ... ROOF FLOOR 1® 2 CAR USP RT8A 775 650 5)10dx11/2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN 4'-0" MIN. ROOF LOADING (cd=1:25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28,8 GARAGE +21.8 USP MTW12 1195 860 7)10dx1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS h� Lou P o n t i g o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -23 9 I ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7°) USP HTW20 1450 1245 12)104x1 /2" EA. END SEE 5/SO.0 Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 13)104 EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY HEADER TRANSOM OPTION: 420 Osceola Avenue DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN­-METHODOLOGY, NO FURTHER REDUCTION USP LTS20B 1105 1105 -------, 2x SPF DIAGONAL BLOCKING ®FELE 2'°� ROD TO FTG. 3. USE SYP#2 FOR ALL FASTENED w/ 3-0.131"x3" Jax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 6)104 TO HEADER HEADERS I DROPPED MING: LIVE LOAD L 360 & TOTAL LOAD L 240 I - ---- HEADER EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557 FLOOR FRA / / COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /s"� ROD TO FTG. 4. ALL WALLS SHALL BE I I SHEATHING MAY EXTEND 2" FL: CA# 8344 SC: CA#3579 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. _-_-_-__ PAST BLOCKING- WINDOW USP HTT22 5370 5370 /s'°� ROD TO FTG. BALLOON FRAMED FULL I I SYP#2 HEADER, ATTACHMENTS MUST WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /8"0 ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- ----J TRANSOMPER ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION PLANS MIN. DEAD LOAD CONDITION , 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/s"0 ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD MS SEE RIGHT JACK AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS ° PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF lOd COMB KING STUDS, BO ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x2-'/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 1 ® 12" O.C. WINDOW SILL SEE SEE PLAN ,`++�N+u++++`+uu►rq�go����� LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING SCHEDULE ,�����QNEI� RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CO NECTORS WALLS TO CONCRETE SLAB FULL HEIGHT ANCHOR LI 0. O WHEN COMBINED w/ DEAD LOAD. PRESSURES. AT INTERIOR WALLS ` TYPICAL SOLE FOR SILL SIZE AND 1 a•°�°°° °°®90 +`Q A AT TWO STORY CONDITIONS, � s O �` • THE ABOVE NOTED POSITIVE AND NEGATIVE w 10d MASONRY CUT NAILS 3 ^ CONNECTION EACH °° 130 MPH / TYPICALLY /s FULL PLATE NAILING: END WINDOW SILL SEE PROVIDE SOLID BLOCKING �° BASIC WIND SPEED (ASCE 7-10) --------- �"C1 �" 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL e NO 1 'r 1.00 �F- �-� UPLIFT FOUNDATION PLAN ADDITIONAL RODS ® 6'-0" O,C, o IMPORTANCE FACTOR --------------- (3) ® 2x4, UPPER LEVEL POSTS & JACK = N MEAN ROOF HEIGHT --- ------------ 20.0 FT o r� -- a °,k CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS II (4) CSD 2x6, STUDS s 5) 0 2x8. SDWC15600 SCREW a ROOF PITCH s------------------ 7/12 I ' , a A35 450 450 1 -84x1'/2" 10446.4 ST TE ®F • `' N BLOCKING ONLY REQUIRED # SEE 8/SO.0 �� � �w BUILDING CATEGORY ---------------- II a H2.5T 600 520 5 Bd EA. END 11478.3 AT SHEARWALLS AND-\ PT. SPF#2 EXPOSURE CATEGORY --------------- C ,,DENOTES EDGE STRIP. 10 G A STUCCO FINISH ENCLOSURE CLASSIFICATION -- ---------ENCLOSED o f-- SEE C & C CHART H8 620 530 5 1Odx1/2 EA. END 11470.3 SEE PLAN FOR S UD SIZE 'I SOLE PLATE ~ I ABOVE FOR 'a' DIMENSION � � AND O.C. PACING, �F •°'a° l°°°°. ��,',`� ---------_ MTS12 1000 860 7 104x1/2' EA. END 10456.3 INTERNAL PRESSURE COEFFICIENT WALL SHEATHING a� HTS20 1450 1245 2 -10dx1'/2" EA. END 13872,3 SEE DETAIL 1/SO.1 t I o CONTINUOUS BL CKING +' C h r i s t o her Jr Sabourin PE 4. �__ MSTA24 1765 1270 9 1od EA. END 13872.4 WITHIN FLOOR SYSTEM 164 COMMONS OPTIONS FOUNDATION SEE PLAN 8' '/2 E L P E#71 4 6 1 MATERIAL SPECIFICATIONS WHERE POST IS ABOVE. '�'� MSTA36 2050 1870 13-10d EA. END 13872.8 i 0 8 O.C. _ MAX. MIN. SOLE PLATE ANCHOR. WALL FRAMING AT WALL FRAMING AT a o i o FLOOR SHEATHING,r FROM SOLE SEE SCHEDULE L__ 18-16d TO TRUSS/BEAM II-- I PLATE CHANGE CONDITION RAISED HEADER CONDITION HARDWARE AND ANCHORS: HTT4 3460 3080 11496.2 8d (cp 3'° SEE SPECIFICATIONi I PLATE BREAK REVISIONS DATE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] a'� 'I a'� 1­5/."o ROD TO FTG. -- - BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 36. 3 -164 TO TRUSS/BEAM I WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE --- I I I HEADER CONDITION OR RAISED HEADER CONDITION DROPPED HEADER CONDITION HITS 5250 4670 11496.2 I I 2 TYPICAL WALL FRAMING NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX, 1 5/e"� ROD TO FTG. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I I I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I S0.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4 104 TO JOIST I I 1/4 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I Yix6" SIMPSON TITEN HD SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE " it-16d TO HEADER I -- J w/3X3x0.229" WASHER SEE HOLD DOWN ~ LARGER THAN REBAR 51X AND '/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- J � � SCHEDULE FOR SPACING OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6 16d TO JOIST (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. I �� SEE 1/SO.1 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5 "W ROD EPDXIED 6" MIN 10849.6 I SEE 5/S .0 DUAL CARTRIDGE INSTALLATION ONLY): TOP PLATE I BUTT JOINT } ABU66 2300 5 "� ROD EPDXIED 6" MIN 10849.6 BLOCKING ONLY REQUIRED (EPDXY: BTW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: 2" h 2" I" � FIELD ALTERATION REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND I WALL SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISH �,` coNluAcroRSHALLcorrrACTLOU 1 -164 TO STUD/BEAM/POST SEE DETAIL 1/S0.1 1. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING I P MAKING ANY&ASSOCIATES PRIORLD LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1­1/,."o ROD TO FTG. OPTIONS RATED SHEATHING, MAKINATIONS HIGH AY VAR SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 1 -10d 13872.5 - BOUNDARY OF SEE GENERAL NOTES. MOM THE INTENT WHICH MAY VARY I ALLY ADDRESSED TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT d YZ" THREADED ROD 1'-0" 6" SHEATHING FROM TRUCTIO NT O LIME TS.ORIGINAL MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY EPDXIED 4"w/3X3x0229" PT. SYP#2 CONSTRUCTION ALTERNATIONS PRIOR ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 1 -8d 10852.1 SHE TTOHIBE WASHER SEE SCHEDULE SILL PLATE MAX. MIN. EXAMPLE OF PANEL FIEINGAPPROVEDBYLOUPONORTO BEING APPROVED BY LOU POM1G0& GENEIN RAL NOTES & CONSTRUCTION SPECIFICATIONS CONTINUOUS FOR SPACING EDGE RE BLOCKING ASSOCIATES MAY RESULT O TO UPPER INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY ADDITIONAL ENGINEERING OR TOP PLATE WALL: SEE SCHEDULE EPDXY ANCHOR TITEN HD GENERAL NOTES. INSPECTION FEES. FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE OPTION ANCHOR OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD AND O.C. SPACING. II ' WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT • • •• SOLE PLATE SUPPORTED EDGES, ■ ROOF SHEATHING SPECIFICATIONS: RAISE Ya" FROM EXT. WALL SHEARWALLS SHINGLE- MIN. /is"° 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SEE DET ILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH EMBEDMENT DISTANCE GENERAL NOTES Sd C� 3" �ON S1.01 ON 51.01 - ILLF_ - MIN, 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'- " OF ROOF EDGE). PLAN AND FASTEN TITEN HD 48" 24" 3x3x0.229" 4" 2" w/8d C� 3'° O.C. EXAMPLE OF UNSUPPORTED --- , EPDXY 48" 24" 3x3x0.229" 4" 2°' (UNBLOCKED) PANEL EDGE,. METAL - MIN. 1/2% 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WIT IN 4'-0" OF ROOF EDGE). IF. I MAS 48'° 24'° N/A N/A N/A ( ) ATYPICAL) I U D U WAI1 SHEATHINC�SPECIFICATIONS: I I I I I I NOTES: , WISH-MIN. 7/ °', 24 16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BO TOM PLATE TO UPPER TOP PLATE. I I I I I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE FLEXIBLE F Is / Q FLEXIBLE FINISH WALLS INCLUDE: W000, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK, ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L-------2-J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. ROOF W STUCCO FINISH.-MIN, 7/ts"> 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (LION) r�r TRUSSES, OR 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. Uj MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH .AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMU OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STO Y MULTY STORY AGGREGATE SIZE OF � PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"XYa PLATE WASHER, A 3"X3'°X'/s°' W/ 1'/2"� ROUND 00 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE A STEEL WASHER MAY BE USED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WA L SECTIONS 3 SOLE PLATE ANCHOR DETAIL a SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING � J CONCRETE MASONRY UNITS (CMU1: S0.0 S0.0 SCALE: 3/4" = 1'-0" S0.0 SCALE: 3/4'° = 1°-0'° U W CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT° WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROU ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". Z MASONRY STEMWAU_S: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNN NG BONDS, STACK BOND SHALL NOT BE `� 1'/Z 1'/2 II USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT ^� Q WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NA ROW 8" 1 dZ a. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL RENF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS T G RED_ ° 1/S1.0. UNLESS NOTED OTHERWISE, LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. STAGGERED ®' SIMPSON � \ 2x4 BLOCKING SDWC15600 3 PLY BEAM. a ° ' X24" O.C. FASTEN P1 BCLAY MASONRY (BRICK):RICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3-104 FRAMING (1) ROW OF 104 TOENAILS PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS ® 4" O.C. J CONCRETE SPECIFICATIONS: 18-08 AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 0 3000 PSI AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12' O.0 MEMBERS ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 3 v .. CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING g 2x6 M RS EA. SIDE AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE \ � (2) ROW OF 104 . STUD BELOW 4-104 SPECIFICATIONS BELOW. (3) ROWS 124 P NAILS @ 4" O.C. LOWER TOP GENERAL NOTES: EEL '- AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES FOOTING AND FOUNDATIONS: WALL INTERSECTION FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION RE ORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST ORTHOGONAL VIEW CONDITIONS SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIV (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT OF CORNER 0 0 W SHALL BE COMPACTED TO A MIN. OF 957 MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMEN IONS AND LOCATION FROM THE (3)ROWS OF 5" (3)ROWS OF 63/4' z FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FO TING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS CSD 24"o.c FASTENERS 0 24"o.c • UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 048" O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER WALL INTERSECTION DETAILS SHE THING MAY JIM SDWC15600 CONDITIONS CONDITIONS BAR DIAMETERS TER INATE AT SIMPSON SEE ROOF 3-PLY CONCRETE SLABS ON GRADE: SIMPSON FRAMINGE 4-PLY NOTES:_ TOP OF DBL. SDWC15600 SDWC15600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TOP PLATE. SEE NOTE 1 0 TERMITES, SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR A TERNATIVE METHODS. SEE NOTE 1 DETAILS 14" LVL AND GREATER 2. �- DENOTES 3'°x0.131'° GUN NAILS CSD 6" O.C. VERTICAL TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE U WOOD FRAti�ING SPECIFICATIONS: 5" < HEEL < 1°-0" HEEL < 5" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN ONTACT WITH MASONRY, CONCRETE OR 1, TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED, IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC: ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2, SPECIFIED NAILING REQUIRED FOR EVERY PLY pgE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD, SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARIN IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRUSS CONNECTION 6 BUILT-UP MEMBER FASTENING 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBIUTY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGHTRUSS. WHEN USING (2) STRAPS ON S0.0 SO S0.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. DESIGN KING STUD TO TOP PLATE: TRUSS TO PLATE: SDWC15600 SCREW. SDWC SCREW ROOF COVERING SPECIFICATIONS: NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: TOP PLATE TO HEADER FASTENING: CRITERIA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT BRINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO E MANUFACTURER'S REQUIREMENTS. CLAY SEE DETAIL AT RIGHT. NOT REQUIRED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS, STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED THAN 4'-6" FOR GABLE ENDS. FOR GABLE ENDS. n ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: ~`~ AND WATERPROOFING: SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED w D A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. GENERAL THAN 4'-6" `�` WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AN ABBREVIATIONS KING & JACK PL SDWCATE OSCREW NOTES STUDS SEE PLAN KING & JACK 24" O.C, STUDS SEE PLAN MEMBERS NN I N FASTENER INTERIOR LOAD BEARING WALL TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® ® BUILT-UP POST IN THE WALL (A)12d TOE HEAD OR SILL HE E DPAWILE DIMENSIONS SIO I TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS ® 12" STAG. T. NAILS E.E. PLATES SEE HEAD QR SILL THESE DRAWINGS.F A DIMENSION IS L3'/2x3'/2x'/4 4' 6'-0" GABLE X-BRACE, SEE DETAIL 10 (MIN) SCHEDULE 2X6 WALL UNCLEAR REFER TO THE TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3'/2"x'/. 6" 8'-0" HEADER SIZE, JACK AND KING STUD PLATES SEE ARCw CONTACT DRAWINGS OR H6-1/2 ROUGH OPN'G, SEE ARCH SCHEDULE CONTACT THE E.O.R. DBL. TOP PLATE TO STUD FACE NAIL (2-164) 3-GUN NAILS _.. DESIGNATES SHEARWALL. THE QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: L5x3'/2"x'/4 6" 10'-0" __ _ HIDDEN UNE DESIGNATES SIDE OF PLATES SEE3CS18 STRAP w/6-10dx1Y2" ROUGH OPN'G, SEE ARCH SDWC SCREW PLAN NAME RIM JOIST TO TOP PLATE 70E NAIL (8d ® 6") GUN NAIL ® 6" SW WALL THE SHEARWALL SHEATHING L6x3'/2"x'/4 6" 12'-0" NAILING: TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP fl CEILING JOIST TO TOP PLATE TOE NAIL (8d 0 ") GUN NAILS DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR '�` ANASTASiA COASTAL 8d®3" 6" CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. L7x3/2"x/4 6" 16"-0" O.C. EDGE & 6" O.C. "IN THE SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE on DESIGN/DRAWN/CHECKED CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" PLATE TO HEADER: SA-0 CS MK LAP 1• STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR CEILING JOIST TO ROOF RAFTER FACE NAIL (6-164) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 RESISTANT COATING OF EPDXY BASED i===I VENEER ADJ - ADJACENT LG - Long JOIST TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. BM - BEAM MANUF - Manufacture GABLE ENDS OR 2-STORY THAN 8° OR OPENINGS LESS DATE WALLS 24" O.C. �4 WALL I k=-=1 WEATHER BOT - BOTTOM MONO - Monolithic THAN 3'-6" 0 01.08.16 RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS IT-- II BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION 2. LINTEL MORE THAN 8'-0". SHOULD P--=1 CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SCALE JACK RAFTER TO HIP TOE NAIL (3-104) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO I I DBL - DOUBLE PERP - Perpendicular ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-164) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/ax3" WD, " I _' LINTEL DIA - DIAMETER PRE ENG - Pre Engineered KING STUD TO :FRAMING BELOW: AS NOTED SCREWS INTO HEADER PROVIDE A /2 =_- EA - EACH PSF - Pounds per Square Foot I CS18 STRAP W/6-10DX1Y2" �+ LPA No. CONT, HEADER,. TWO PIECES FACE NAIL 16dO 16 O.C. ® EDGE ATTACHMENT NAILS EACH END. STRAP ATTACHMENT CAN BE VERTICAL SLOTTED HOLE FOR SCREW. I I EE - EACH END PSI - Pounds per Square Inch � TOLL-15 00743 �===1 SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED � STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WAS. CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No, 3. BRICK VENEER ATTACHMENT: I _i EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR STRAPPING NOT REQUIRED w/8-10d COMMONS GABLE ENDS OR STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS / 4350 SOLE PLATE TO JOIST/BLOCKING FACE NAIL (164 ® 16") GUN NAIL ® 8" TIES 0 12" O.C., (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK LADE COMPLIANCE FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED MULTISTORY THAN 8' OR S�P�FIIIN � 1 SHEET WIND-ZONE VERT. TIES ® 16 O.C.). SEE PLAN BRICK LINTEL, SINGLE STORY (STACKED WINDOWS THAN 3'-6" tr 1 Y LAN71C F3EA(�` ) NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine SO.0 3"x0.131"� = GUN NAILS 2"x0.113"� = RINK SHANK 12" OF OPENINGS, PROVIDES/�s"0 WEEP SEE SCHEDULE FTG - FOOTING THRU - Through (UNSTACKED WINDOWS SEE pERMtTS Fq�ADD1TlONA�, 2°xO.131"O = 6d 2"xO.x13"O R 8d HOLES Cd 33" GC, IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - Typical 8 TYPICAL HEADER STRAPPING REQUIREMENTS AWn 3"x0.141"O = d 3'/2"x0.162"O = 164 FLASHING. HORIZ - HORIZONTAL UON - Unless Otherwise Noted N$ OF BRICK LINTEL LBS - POUNDS VERT - Vertical SOA / 11/,"4.148"0 = 10dx1'/2" 11/2"x0,131"O = 8dx1'/2°° WWF - Welded Wire Fabric REVIEWED Y` � �(7 SHEET 1 OF 9 I 2x6 SYP#2 BLOCKING BETWEEN I 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. pL�'] PLATE w/ 10d 0 3°' O.0 WALL SHEATHING 8d COMMON WIRE NAILS@� 2x4 BLOCKING BETWEEN EA. TRUSS. LA/ � TQ BLACKING @S O.C. ATTACH AT EACH WALL STUD w/ 3-16NAILS AT EA. FRAMING INTERSECTION. '6" I (MIN. OF 6-16d BETWEEN EACH TRUSS) i DBL. TOP MAX NOTCH HEADER BLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE AT SHEARWALLS AND 7 � � Lou PontiBo and STUCCO FINISH PORCH SHEATHING, HEADER j Associates, [n c. 5-8d COM S E SPECIFICATIONS � 1 a of PORCH EACH SIDE BELOW I 8-GUN NAILS °>i HEADER, 16d COMMONS OF SPLICE 16d COMMONS I 2x4 SYP#2 HORIZ. BRACING 0 SEE PLAN, PERPENDICULAR TRUSS 420 Osceola Avenue 2250 0 8'° Q.C. lI SHEATHING SPLICE 0 8" 0.C° II 24" O.C. BETWEEN OUTER WALL HEADER & SUPPORT I,I & FIRST INTERIOR TRUSS. NAIL PORCH PARALLEL PORCH POST, PER PLAN. I (2)MSTA24 FULL HEIGHT DETAIL B Jax. beach. Florida 41-95 TO WALL ANCHOR OR DTT2Z Ph.242-0908 Fax. 241-9557 z CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2}2x4 WOOD FL:CA# 8344 SC:CA#3579 TO WALL BASE OF POST BELOW. & (1) ADJ. WALL CONT. RIBBON BOARD (TYP) I TO PORCH HEADER. BOARD (TYP) 3" O.C. (TYP) FLOOR FLOOR =� 11 OFCSPLIIDE FLOOR CE TRUSS 24" 16 GUAGE x4 POST:ABU44 OPTION A SHEATHING STUD WALL FRAMING i POST BASE: TRUSSES TRUSSES STRAP w/11- POST 24 16 GUAGE 4 OR JOIST. OR JOIST. � 2x4 SYP#2 I BELOW OW / 6x6 POST:ABU66 w/ 2x SOLID BLOCKING SHEATHING SPLICE DIAGONAL 10dx1Y2" E.A. END STRAP w 11- I FASTEN EA. I LSTA12 FOLDED 10d OVER STOP AT SHEATHING EDGE �' 10dx1Y2" EA. END DOUBLE TOP PLATE $d COMMON WIRE NAILS /� ;I ` `stirpt�ER J �°pjogi� 3/4 OSB or PLYWOOD - PORCH. CONTINUOUS OVER TO BLOCKING 0 3" O.C. X asses ,_•"'""°••. .y 3-10d COMMONS PORCH HEADER, I SLAB INTO TOP PLATE & 5-10d to « E r •,� / HEADER NAILS INTO BEAM. SPACE -- j�=--- > :'« � p $`« P" RIM BOARD Y4 --- --- L I SEE PLAN 6„ « MAX 0 48" O.C. OMIT IF WALL z K11 -FLOORSHORTER THAN TS16 SYSTEM. ALIGN CEILING TRAPS MSTA24 sibROD SHEATHING IS INSTALLEDROOF TRUSS � I / �5e1 aWALL FRAMING WALL FRAMING ILINE WALL FRAMING I VERTICAL JOINTS WITH STRAPS EPDXIED 6" MIN s ON FACE OF BEAM m r c OR JOIST I� 4\-TRUSS PERPENDICULAR ! WALL SHEATHING • ' SHEATHING SPLICE I INSTALL FLOOR TO �r- TRUSS CONNECTION S 7 JOINTS PLAN VIEW F PLAN VIEW OF ELEVATION VIEW OF BLOCKING ONLY REQUIRED sl 5-8d COM FLOOR STRAPPING PER 8N GUN SEE DETAIL B ABOVE " OPTION 1 OR 2 PORCH HEAD R PORCH HEADER PORCH HEADER NAILS � OF« CONTINUOUS 2x6 SYP#2 AT SHEARWALLS AND EACH SIDE AT ONE T AT POST AT POST FULL HEIGHT 5EDGERx3A TENSWUD mArlpfr%. iii;•g�•�" " I®P•«� {``® STUCCO FINISH OF SPLICE ANCHOR OR DTT2Z e,% �f • ., OPTION 1SHEATHING OVER LAP SHEATHING APA RIM PBOARD OPTION FLOOR US RALLE PORC SHE THING SP CIFICATI NS: HOLD DOWN AT MIN. (2)2x4 WOOD '/Z" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS C� 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS OR OPTION B TO PORCH HEADER. DETAIL A Christopher J S a b o u r i n PE NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. �/$" (OR GREATS ) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6' O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED F L P E#71 4 6 1 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION ®� S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. S0.17- SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ \\ IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.131x3" 0 3" O.C. I I I I I� I 2-SIMPSON H2.5T. A B A B FIELD ALTERATION FLOOR OR TRUSS. FASTENED TO SHEATHING w/ $d 0 3" O.C. ROOF - . -------- ---------- 2x4 SYP#2 CATS AT 12°' ROOF TRUSS. TRUSS. CONTRACTOR AN SHALL TRU O.C. FASTENED TO TOP , SDWC 15600 -L-------- ---------- PON71G0&ASSOCIATES PRIOR TO PLATE TE ED TO 1x3" 11 /4 SHEATHING FASTENED TO 0 32" O.C. II 11 11 II MAKINGANYSWHICHRAYVAR MAX. TOP PLATE w/ 10d ® 3°' O.C. SCREWS MODIFICATIONS WHICH MAY VARY COMMON. ❑ FROM THE INTENT OF THE ORIGINAL SHEARWALL CONSTRUCTION DOCUMENTS.ANY )I I 16" MAX. OSB WALL g D D D FIELD ALTERNATIONS MADE PRIOR TO 2x SYP#2 CONT. ATTACH B g C D BEING APPROVED BY LOU ULT IN O& FASTEN CATS EACH END w/ I TO TOP PLATE AND TRUSS SHEATHING / " C QJ ASSOCIATES MAY RESULT IN 3-0,131x3" COMMON TOE NAILS w/ 0.131x3" C� 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL C C 1 SHEARWALL OR-//1` SHEARWALL SW 8d@3"/6" SW 8d@3"/6" lu EXTERIOR WALL ROUGH OPENING, SEE ROUGH OPENING, SEE PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO I TRUSS UPLIFT TABLE AT LEFT_ ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G - POST BELOW WITH 2-CS16 POST BELOW WITH 2-CS16 OA - UPPER TO LOWER STUDS DA - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT STRAPS WHEN FULL HEIGHT Z SW 8d03 6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS ANCHORS ARE NOT USED ANCHORS ARE NOT USED � ROOF FLOOR DECK 10d 04"O.C. r /, OSB DIAPHRAGM FASTEN - FLOOR B - END STUDS TO FOUNDATION B - END STUDS TO FOUNDATION U v / (1) ROW 8d TRUSS. 2x4 SPF#2 CONTINUOUS TRUSS. o HEADER DOWN CONNECTION HEADER UP CONNECTION TO NAILER w -� SW 8d03 6: HTT5 OR HDU5 W 8d03/6: HTT5 OR HDU5 0 3" O.C. FASTEN TO TOP � LEDGER FASTENED PLATE w/ (2) ROWS f 1e CONNECTION CONNECTION a /1 ' �/ " OSB : TRUSS WEBS WI C - $ PLATE ANCHORS oC - SOLE PLATE ANCHORS UPLIFT CONNECTOR UPLIFT CONNECTOR � � J BLOCKING w 3-0.131x3" SHEARWALL NOTES: TEE SCH DULE ON DETAIL 3/SO.O SEE SCHEDULE ON DETAIL 3/SO.0 CALL OUT CALL OUT OF 8d03" O.0 / , PANNEL FLOOR COMMON. 1. AT ROOF TRUSS, A H2.5T @ 32" O.C. TOP & BOT A LS18 0 32" O.C. � I I I 2x4 SPF r'.. FRAMING CONTRACTOR MAY SHEARWALL NOTES i..1..r SYP#2 2x4 NAILER FASTENED I ALL AROUND I CHOOSE A,B,C,D, OR G. 1. PROVIDE T/t3" OSB SHEATHING WITH 8d COMMONS Com} 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN r P� I r , 0 TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12' PROVIDE 2x BLOCKING AT ALL PANEL EDGES. v , W C (1)MSTA24 STRAPS C (2)CS16 STRAPS (2) ROWS 0.131x3" 0 3" O.C. sI INTERIOR 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED 13 TOP 2. USE ALTERNATE A. PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN SW-2-'/ II SHEARWALL ; COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d NAILS SHEARWALL OR TRUSSES. EXTERIOR WALL 3. FASTEN ALI. INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR 4. INSTALL INFERIOR FO G BELOW SHEARWALL PER DETAILS ON S1.0 F €r FLOOR 6 TYPICAL SOEARWALL ELEVATION WHEN 7 HEADER TIED OWN 5 SHEARWALL ATTACHMENT AT ROOF Q S0.1 S0.1 PROVIDE SOLID BL 'CKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 l..LJ I X F-.\ 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS J `e./ 1 Sd COMMON NAILS I 2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1, ALL BRACING LUMBER SHOWN, EXEPT T 3" O.C. TYP ROOF NAILS (Tl .) A ( ) TRUSS 0 24" O.C. FOR T-BRACE SHALL BE 1x4 SYP#3 2x4 BLOCKIN . FASTEN OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. (LION) �,,/� WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. in " AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT 16-10d r w/ 4-12d NAILS AT EACH RAFTER. (4} TRUSSES APPLIED Il THE WEB OF THE BRACED TRUSS, PER ROOF SHEATHING GAMMONS OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. I I DELEGATED TRUSS ENGINEER. 0 0 3.)PERMANENT PERMANENT BRACING 2X6 BRACING APPLIED TO j l WHERE NOTED ON TRUSS MFR. SHOP F ANGLE FRONT SIDE OF WEBS. DRAWINGS, THE CONTRACTOR SHALL Ln A-40% ROOF TRUSS ROOF TRUSS } (1 SIMPSON H3 w/ 10-8d COMMON BRACE SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS II PROVIDE 1x4 D R3 IN BETTER T-BRACE FASTENED TO BOTTOM CHORD BRACING WW TO EACH STUD, PER ATTACH TO EACH STUD, I; AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP I°I PERPENDICULAR TO TRUSS BOTTOM SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 WEB w 12d 0 6"O.C. BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. / II CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER 8-DOUBLE LEDGER ALT TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8°-0". T-BRACE TO BE THE I°I TRUS WITH 2-8d COMMON NAILS. AT SAME SIZE, SPECIES, LESS THAN 4'-0°' FASTEN w/10d COMMONS I i I I GABLE END WALLS PROVIDE DIAGONALS PRODIDE MTS12 OR CS16 DIRECTLY 2X4 #2 SYP BLOCK CSD EACH AND GRADE AS WEB VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE (A END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I°I END W/ 3-10d TOENAILS i I I (APPROXIMATELY 45%) TO THE 0 0-775 2x6 w/ 5-0.131x3°' 1850-2345 2x8 w/ 6-1/4"0x6'° SDS SCREWS LOCATION. S MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/,"Ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE I®I WALL BETWEEN EACH LINE N BRACING 1251-1540 2x10 w/ 10-0.131x3'° BLOCK TO DBL TOP AS SHOWN. I I TO FORM A ZIGZAG PATTERN ALL v° PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING 1540-1850 2x12 w/ 12-0,131x3" PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT �O MATERIAL THIS RP ROOFS. IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. ! NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED � � 0.131x3" TOE NAILS 0 8"O.C• ALONG EXTERIOR WALLS PARALLEL TO LE PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT I TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE, ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6` SYP#2 LATERAL BRACE EA. I�LSTA12 0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM 8-10d I TYPICAL CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. SDWC15600 0 36" O.C. OMIT IF 11 PERMANENT TRUSS BRACING DETAILS WREN 8 LEDGER CONNECTION WHEN 9 DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN QTED TRUSS TO LEDGER CONNECTION BY TRUSS OTED SO.1 USE THIS DETAIL ?O FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 0.1 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" MIN 2 PLY STUD MIN 2 PLY STUD S0.1 ENGINEER.. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2STUDS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS D TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS �'� FULL HEIGHT MIN 2 PLY 36" LONG STUD 136" LONG STUD OR BEAM WASHER {y PLAN Ix ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- OF, - FOD OVER TOP PLATE (2)MSTA24 STRAPS 1 0.131x3" GUN I I 0.131x3" GUN NAILS SIMPSON HTT5 OR I ti II (2)MTS12 FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE II NAILS LI 2 MT512 HDU5. FASTEN �I • • DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN w/18-10d I ° ° o ( ) A26-10d COMONS • , UPLIFT p��LE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I l f I DO NOT SCALE DIMENSIONS FROM I SIMPSON DTT2Z ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I,I I THESE DRAWINGS,IF A DIMENSION IS DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE f L,I w/8- Y4"x1Y2" I1 UNCLEAR REFER TO THE PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2°°x Y8" STEEL WASHER. [' I SDS SCREWS I ARCHITECTURAL DRAWINGS OR WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 I LJ o SIMPSON FULL HEIGHT AO OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) " FULL HEIGHT MINIMUM 2 PLY .•.• LTT20B THREADED ROD (2)H2.5T (2)H2.5T CONTACT THEE.O.R ROD STUD I, f )�" THREADED ROD II WITHIN 6" OF MINIMUM FULL HEIGHT - ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM I' '•'• j EPDXIED 4" MIN OR II GIRDER (SEE PLAN) 2 PLY�[, AT 2ND STORY PLAN NAME -THREADED ROD PROVIDE A HOLE IN THE PLATE 1/4" LARGER THAN THE 2 PLY III' THREADED fl II SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND STORY f° ROD EPDXIED I Yzx6" TITEN HD STUD STUDS PROVIDE ANASTASIA COASTAL SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE [ f II )i" THREADED ROD 2 CS18 STRAPS O ® 7.5 MIN DESIGN/DRAWN/CHECKED (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS I I °° EPDXIED 4" MIN OR AT BASE OF STUDS STEEL COUPLER -'-- WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS I jl II Y2x6" TITEN HD (FLOOR TO FLOOR) CS MK LAP FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER FLOOR TO FLOOR II II MINIMUM (OPTIONAL, LOCATE ANCHOR ( ) AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE �" RODS - THD37634RC (�/a"x63/a") AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO I 2 PLY HOLD DOWN SEE PLA DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. STUD THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z 3/a" ROD = DTT2Z 0SCAL 6 FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-TIGHT w/8- Y4"x1)2" HTT5 �" ROD = HTT5 FLOOR CON017ION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP P POST, BUILT-UP P POST, AS NOTED FRAMING A C p E F WRENCH (APPROAMATELY 30 FT.-LBS. OF TORQUE). THREADED 0 0 0 DUE TO SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. FULL HEIGHT ROD 4 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 THREADED ROD FOUNDATION HOLE HOLE SPEC. DEPTH DISTANCE FG-LBS. OF TORQUE AFTER ALL TRADES ARE LPA No. COMPLETE AND PRIOR TO INSULATION. TOLL-15-00743 SEE PLAN PER PLAN, 3/8 i 1/2"0 1/2"0 2x2x'/e°' 4" 4" 2" 3' TO T2Z LTT20B CONTROL No, EMBEDMENT 5/8 I �4"0 3/40 3x3x'/4" 7.5" 12" 2Y2" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 OPTION 1 OPTION 2 DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR 4350 DEPTH E MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 3 " FULL HEIGHT TR CONVENTIONAL SHEET FULL HEIGHT ANCHOR � REQUIREMENTS /8 FULL HEIGHT ROD 5/g FULL HEIGHT ROD WALL SECTION THREADED ROD INSTALLATION CHART 3�g" FULL HEIGHT ROD ALTERNATE FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL WHEN 1fi GIRDER BEAM STRAPPING SOJ 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM (Sio.1 ATTACHMENT 14 15 / SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 ALTERNATE 50.1 OTE D S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 i OVERLAP SIDEWALL _r'07571 1 TOP PLATE L P __ 77 ALWAYS PLACE HEADER AT TOP OF ROUGH I OPENING DOUBLE TOP PLATE ,° ' .. POST TO TOP PLATE w/ ROOF SHEATHING PER FULL HEIGHT (2) SDWC15600 SCREWS CONSTRUCTION SPEC's THREADED ROD Lou P o n t Ig o a n d Associates, Inc. 10d COMMONS 1/2"x10" S.S LAG BOLT CSD 6"o.c SPLICE 2x6 x 4'-6" P.T. SYP NO.2 420 Osceola Avenue EXTEND HEADER TO M11 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF Jax. Beach, Florida 32250 FAR SIDE OF WALL @ 24"o.c TRUSS CSA 24" O.C. Ph.242-0908 Fax.241-9557 6x6 POST / AS SHOWN. 2x6 SYP#2 LEDGER w. .."" H2.5T ' • 4'-0°'x4°-0"° PIECE OF WALL FL:C 344 SC:C #3571 w/2-1/4"x6" SDS SHEATING INSTALL AT UPPER SCREWS 16"o.c 4 (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A _ 3 JACKS ON EXTERIOR STUD (TRIMER AS gyp. AND 1 SHOWN) WOOD BEAM PER PLAN WOOD ROOF TRUSSES. FIT 2x SPF BLOCKING t �` r►vtt KING. 12d COMMON RIPPED TO FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS 6x6 POST SEE PLA14 (2)H2.5T WIRE NAILS WITH GAP SHOWN .` •* sSt- FASTEN ')F SHOWN AND 3" O.0 IN ALL FRAMING IN 3" GRID PATTERN AS S Cs� 4" O.C. a ��� `Q •� � N °•t• � a a (STUDS, BLOCKING & SILLS) TYP, 4x4 HORIZONTAL LEG STAGGERED SOFFIT, SEE ri _;.. ._. ARCH. 3-10d TOENAILS %%8" LAG SCREW m A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS EACH SIDE RECESSED TE op 4x4 DIAGONAL DOUBLE TOP PLATE FASCIA 1x4 P.T. SYP 6x6 POST WITH ABU66 �s�3 •.•<`r Q` ••® �yy�m: THREADED ROD 3/8"x8" LAG SCREW 1 —4 EPDXIED 12" MIN. I RECESSED ��`p �� ��R•�pjiJ„�•a••No•�� `o�i� SHEATHING MAY "{a 4x4 VERTICAL TERMINATE AT TOP OF DBL. Christopher J Sabourin PE TOP PLATE. FL PE#71461 ALL EXPOSED METAL CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL RAFTER TAIL DETAIL REVISIONS DATE GARAGE WING WALL FRAMING LESS THAN 12" 2 SHED ROOF - BRACKET DETAIL 3 WHEN 1 S0.2 SCALE: 3/4" S0.2 SCALE: 3/4" TED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. STUD TO TOP PLA : SDWC15600 SCREW. ® 32'° O.C. LL_LU STUDS TO TOP PLATE STUD TO BOT PLATE: U„I BOT PLATE TO TRUSS SDWC15600 SCREW. 32" O.C. Y4'x4r LAG SCREW WITH ROUND WASHER AT EACH FLOOR TRUSS zj U w STUD WALL, = z SEE PLAN. STUD TO BOT PLATE: CONT. SHEATHING TO BOT. F OSB BLOCKING BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. FLOOR TRUSS. NAIL TO EA. FLOOR PANEL BETWEEN n TRUSSES. 0 ® 24" O.C. TRUSS w/2—ROWS OF 8d COMMON I 1� Y;'x4N' LAG SCREW NAILS @ 4" O.C. WITH ROUND WASHER AT EACH FLOOR TRUSS CS16 STRAPS 0 32" C. SIMPSON LTP4 Uj FASTEN TO RIBBON BOARD & I BETWEEN �I BLOCKING w/ 2-8d NAILS. EACH FLOOR W i TRUSS Uj V J CONT. 2x4 NAILED TO EACH TRUSS w/2-12d COM ON N 4ILS s 2x4 BLOCKING BOT, :+ OF FLOOR TRUSS SIMPSON HTS16 STUD WALL, TRUSS OR BEAM PARALLEL TO WALL ABOVE I ATTACH TO FLOOR TRUSS ® EACH FLOOR SEE PLAN. w/2-12d TOENAILS TRUSS 1..�J WALL STRAPPING DETAIL 5 TRUSS OUTRIGGER SECTIONU 0 z 4 Ln THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: N.T.S. M S0. W i � S 00 U MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANASTASIA COASTAL DESIGN/DRAWN/CHECKED CS MK LAP DATE 01.08.16 SCALE: AS NOTED LPA No. TOLL-15-00743 ,,... CONTROL No. 4350 13 SHEET 0 m S®•2 SHEET 3 OF 9 ----) (0,--SYMBOLS LEGEND _ ----- DESIGNATES FOOTING LINE 6 DESIGNATES SAWCUT LINE r' ] INTERIOR LOAD BEARING WALL I DESIGNATES SLAP RECESS Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA# 3579 12x12 PIER BELOW ARCHITECTURAL COLUMN. MONO FOOTING TO ABOVE TOP OF COLUMN 9 6" ABOVE PAVERS. S1.01 STEMWALL w/ 2-#5x30" IS DOWELS EPDXIED 6" MIN, '��:• � ��°. C,� S1.01 - REINFORCE w/ 2-#5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 46 - - - - _ ___ � Y Y _ ® - - - - - - - - - - - - - - - I ' s r of = _ _ - S. ` 1771- 111�+^r , � Ic^�. a � I I a+ S' °°"a" �!^c°• .f ,ate°` OQ i I f F3.0 -� N _ I '1 °MSL. i I MONO FOOTING TO 1 I ! I STEMWALL w/ 2-#5x30,, v ✓ `�" 9 I < I DOWELS EPDXIED 6 MkN. F3.0 Ih 11 Christopher J Sabourin PE 51.01 I ; I I a I � ' I 51.01 FL PE#71461 I II I ° 6 I ' I I REVISIONS DATE PAVERS I PROVIDE 2-#4x4 -0 BY OTHERS I ( I j -- 51.01 I CORNEjR CRACK BARS ( ! 4 CONCRETE SLAB w/I _---- I 51.01 I I AT AB MID-DEPTH. I I FIBERMESH @ 1.5 LBS/I U.YD OF CONCRETE OR 6x6 W1.4xW1.4 - - I 11 ! WWF ON 6MIL VAPOR BARRIER _ ! � S1.01 ( IN PREPARED GRADE______ ----- _- I, - J IL ; I I II - F3.0 27'-1" MONO IF OTING TO o PAVERS MONO FOOTING TO I I STEMWALL wI 2-#5x30" I IBY OTHERS FIELD ALTERATION I STEMWALL w/ 2 #5x30 ic) 1'-11" 6 DOWELS EPO�I�D 6" MIN. '\t I I CONTRACTOR SHALL CONTACT LOU PROVIDE 0 VI D E SAW CUTS-P€�- -- - 51.01 I e PONTIGOKING &ASSOCIATES PRIOR TO I I DOWELS EPDXIED 6 MIN. � L I - MAKING ANY STRUCTURAL FIELD 5/S1.0, BUILDER TO - �- MODIFICATIONS WHICH MAY VARY . _ .__ ,. � FROM THE INTENT OF THE ORIGINAL J I I COORDINATE WITH FINISH I T- CONSTRUCTION DOCUMENTS.ANY i I I . ^� _.__ FIELD ALTERNATIONS MADE PRIOR TO I I Z BEING APPROVED BY LOU PONTIGO& x i 11 �L FLOOR MATERIAL. , ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 1 INSPEC f10N FEES. - 51.01 S1.01 . I I 3 I - I I I 3 Z Z I , S1.01 I I S1�Q1 - ® f 51.01 - I I I I U f - = 1 - = - - �- - - - - l ! t `a- -�` -�I m ii ! _ 7 X I W x I 12'-2" '-0" '-- 7'-2" 5 5'-0" 5'-6" 10'-10" »/ I 7'-10" j I I L I II F .o I I Z _ III 'I I ll I I CL >V, I SAWCUT I , s1.a1 - - - - s1.01 I I II I 0W I f . LO 6 I- - S1LU .01 I I 00 S1.01 I i S1101 I vl I 7B 6 ' I ! I I I ' I I I `� l S1.01 I I I I S1.Q1 � I -7 I `- j 4< I I I LLQ I I0 0 o _v. ___ T �'� I I I I fF2. _s �3.0 - - _ - - z I ; l i I W S1.01 57,i= '5, - - - - - - - - - - - - - gee.. -. 1 3 2 ! S1.01 51.01 0 0 S1.01 FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD ANASTASIA DESIGN/DRAWN/CHECKED O FOUNDATION PLAN DES"GN�D�AWN�CI�ECKE>� CS MK LAP BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. SCALE: 1/4" = 1'-0" UNLESS CTHER NOTED DATE 3-#5 EA, WAY BOT. 1'-0" 2'-0" 2'-O" F2.0 01.08.16 3-#5 EA. WAY BOT. 1 -0 2'-6" 2'-6" I F2.5 SHEARWALLS 24" O.C. Y " 0 , S D 3-#5 EA. WAY BOT, 1'-0" S-0" 3'-0" F3.0 (SW 8d®3'°/6") SCALE AS NOTED 4-#5 EA. WAY BOT.. 1'-0" 3'-6" 3'-6" F3.5 l SOLE PLT 0 WHEN NOTED ON PLAN 4-#5 EA, WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 SEE NOTE 2 LPA No. # TOLL-15-00743 4-#5 EA. WAY BOT, 1'-011 4'-6" 4'-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 1, THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.0 CONTROL No, FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH, PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SMALL BE AS NOTED. FOR SHEET REFERENCE ONLY. EXAMPLE - SOLE P_T 0 36" = 36" ON-CENTER SPACIti SID 2. FTGS, & FND. SHALL BE INACCORDANCE w/ LOCAL BUILDING CODES. I 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SHEET 4 OF 9 PROCTOR IN ACCORDANCE WITH ASTM D 1557, r TYPICAL WALL FRAMING AND ANCHORAGE PER L_11L� TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) WALLS GREATER THEN 12" HOOK INTO SLAB. # SOLE PLATE ANCHOR, AT 1 — 5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/S0.0 Lou Pontigo and 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) - _ BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN -.`\\�a 420 Osceola Avenue LAYOUT PLAN AND w1 11 PERMANENT LATERAL -- 2250 Y SLAB ON Jax. Beach, Florida 41-95 SLAB ON GRADE, 51" �' s _.; Ph. 242-0908 Fax.241-9557 SUPPORT DETAIL. -- SEE PLAN. • 2 o A r�� GRADE FL: CA# 8344 SC: CA#3579 SEE PLAN, ix� GRADE OR CONC. SLAB, SEE PLAN. ° ` 8" CMU STEM WALL W\\'''\ t4tltie�gtttreu - + � - T '� \ SLAB ON - #4 VERTICAL DOWELS @ 24" O.C. .. ►�! a \� � \ #4 DOWEL TO MATCH VERT. r'� j�` \\ SHOWER PAN SL ES TO DRAIN, SEE ARCH , . ,. »•t _ - \- \\ter STEMWALL REINFORCING (SEE GRADE— i g0° BEND INTO FTG. •`�i 'R• � STEMWALL SCHEDULE �' f = .�_. - z \\ PLAN. MAINTAIN MIN. SLAB THICKNESS. _ >, — / ,-' SEE PLAN \4 o SCHEDULE) w/ 6 HOOK INTO00 \ \ \ Ig CMU RCING ''\ FOOTING. LAP VERT REINFORCING '�\/ \ \ / �� REINFORCING \ \ - COURSES � d { '\- 25" IF STEMWALL IS GREATER Q o !Y \ o J ' '•+ rq of �' 1 TO 6 4 VERT. @ 48'°O.C. , ' .. • \ / _ # '' >, THAN (3) COURSES. A. 4 STEMWALL, SEE 1i�S1 .01 CONTINUOUS CONCRETE 7 TO 10 #4 VERT. @ 24"O.C. �` '% ` . �• ;' -'' � \ '4 TING .. . ' %` 3" CLEAR ''•$ A •t���.0" -�� ..�... f%-ti RETE F00 `� ° � � � FOOTING d �,`�c�'• •• ., , ••��,.�� 11 TO 12 #4 VERT. @ 8"O.C. CONT. CONC \`\\ \� 1—STORY, w/(2)#5 CONT. w TYP STEMWALLS OVER 6 COURSES TO 8"d x 16"w pr,EDd,D;,+D, HORlZ. JOINT — Christopher J Sabourin PE HAVE TRUSS TYPE 10"d x 20"w 2 STORY, w/(3)#4 OR (2)#5 CONT. 71461 REINF. BETWEEN EVERY OTHER 10"x20" F L # COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING / SHOWER RESESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-0" 51 .01 S1 .01(IF REQUIRED) (IF REQUIRED) FIELD ALTERATION 1" DEEP SAWCUT w/ SLAB ON RADE, CONTRACTOR SHALL CONTACT LOU PONl1G0&ASSOCIATES PRIOR TO ELASTOMERIC SEALANT ZSEE PLAN MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 8x8 PRE—CAST LINTEL, FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTSANY w/ 1—#5 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN NOTES: INSPEC710N FEES. ADDITIONAL ENGINEERING OR 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. FLOOD VENT, � Z SEE NOTES ABOVE STEP, SEE __: ._ F' ' yl r } v ARCH. �4 �� �../ JAMB REWF. (4" MAX.) EQUAL TO SLAB 5 SAW CUT DETAIL THICKNESS. I W #3 BENT BARS @S1 .01 7B @SLAB RECESS � w 18" O.C. w/ 29_0D, TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. GRADE Ix�- I(I _VIII 11C== 1I= II { !IIE I1 Til IFiI�I i III=III==III I I III BRICK VENEER IS I �lT= =T= 11=!11=111=111E111 III III= 11=1V1=fll IrI=I'1 I U III=i I i l l l—i f I—III—!i t—i lI I-=1�i==1 I I=III--1 I I--I i! (I i-1�1--I V I I!=—I 1 I I°I _ i_ " i AND ANCHORAGE PER (WHEN STEP IS GREATER ACCEPTABLE WITHOUT �, I I�i�lll I,III;,! 1=�,1 131 IIS"I!:-=��i —Ei� Illi I_-=,II- -Illl,l,�il , ." Uj CONSTRUCTION SPECS. THAN 20") INCREASE OF FOOTING WALL FRAMING Z WALL FRAMING SIZE. 4i .. 24" MAX STEP SLAB ON I • Q a w:_- GRADE, 2—#5 CONT. STE SEE ARCH. PLAN. SLAB ON SEE PLAN. -- ^ -- - , GRADE, FLOOD VENT NOTES: a. — _. X\ I LSLAB ON e\\ \\� fir, y SEE PLAN. P"1� Q W _tee �_____ - co -- - GRADE, - --- - — - - y —THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS :a /\\/\�\ I _._ __...__\__ a ,_._ __ _� — SEE PLAN. � ,, ` `; l f - \\/ ABOVE THE ADJACENT GROUND LEVEL. 00 LU —OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS V11 ?..� MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED 8 'x16" THICKENED "- 3° EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF j Q w/ 2—#5 CONT. OPTIONAL 8"x16° 1 —STORY, w/(2)#5 CONT. 0 2" FLAIR $„x20» 8"x16" 1 —STORY, w/(2)#5 CONT. 9D 2—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. W 8 x16 W/(2)#5 CONT. 8»x2o' �.- In- r6_-� BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN 8 0 z FLOOD VENT DETAIL m K-4 TALL MONO® FOOTING AT STEP-DOWN „ �01 �_, SCALE: 3/4" = 1 '—O" S1.01 SCALE: 3/4 = 1 —0 �-O 0 U J U VERIFY WITH ARCH 10" MATCH DOOR 3�" \ 4 CONT. OPEN LINTEL WITH, SEE ARCH. RECESS N SLAB ON r BOND BEAM w/ BRICK PAVERS SLAB ON w GRADE, _ SLAB ON MISC 1—#5 REBAR, BY OTHERS. RADE, d a ' '/ j SEE PLAN. �^ GRADE, FRAMING A ,� EE PLAN. ` . \ I r j\ SEE PLAN. Ff I�'1(YIING r-- Ir--�r- Ir--�r-- PAVING v4. �\\� q 0 PROVIDE HORIZONTAL JOINT � \ \/ r z o / /\,\\ DETAILS �� ��f,` " " BY BUILDER z o \\ `�\ BRICK PAVERS — I 4 \ \ REINFORCEMENT AT 16 O.C. _ /j // 8 CMU W/ #4 @ 48 / / / 12"x12" 1#5 CONT. BRICK PAVERS � ,r-�' / VERTICALLY, (EVERY OTHER /// O.C. CENTERED, GROUT DETAIL 10B •v - BY OTHERS. BY OTHERS. \\'; ' COURSE) _ \i ALL CELLS. E.J. MATERIAL SLAB ON JW/ 2 5 CONTW/ (2)#5 CONT 3 CLR. GRADE, BOTTOM OF FOOTING>� - �-- �r----- BOTTQM OF FOOTING 1�_4D' , 1'—4 DO NOT SCALE DIMENSIONS FROM SEE PLAN. MIN. 12" BELOW MIN. 12" BELOW THESE DRAWINGS.IF A DIMENSION IS w UNCLEAR REFER TO THE GRADE \1 1� GRADE 3 @ 48" O.C. OR CONTACT THEE.o.R ✓ 3 @ 48" 0.C. OR # ARCI-PTECTURAL DRAWINGS OR .-f. ROD CHAIRS ROD CHAIRS PLAN NAME THICKENED EDGE 8»x8 ANASTASIA COASTAL HIHI1—#5 CONT. DETAIL 10A CONDITION A — POCKET IN SLAB FOR SLIDING GLASS DOOR CONDITION B — TYPICAL MONO FOOTING W/ ADJACENT PAVERS wl DESIGN/DRAWN/CHECKED #4 DOWEL W/ CS MK LAP 6" HOOK 2—#5 CONT w/ #4 @ 24" OC DATE 20" CENTERED OR 01.08.16 ROD CHAIRS SCALE 1 o THICKENED SLAB 1 MONOLITHIC EDGE FOOTING AS NOTE® STEMWALL AT PORCH _ LPA N°. S1.01 SCALE: 3/4" = 1'-0" TOLL-15-00743 S1.01 �-O CONTROL No. 4350 i SHEET Ezr _ 51 .0 SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL, THE HIDDEN 1 LINE DESIGNATES SIDE OF WALL THE SMh. 3/6 SHEARWALL SHEATHING TO BE APPLIED. I 8d ri b DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE I FIELD" � DESIGNATES THE HEADER SIZE, NUMBER 1 ° (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 4.20 Osceola Avenue Jax. Beach, Florida 32250 ®--� BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 THREA307ADED DIAMETER FULL HEIGHT FULL HEIGHT ROD. X 3Y2%7" 1.8E THREADED ROD, SEE DETAIL 12/S0.1 CONNECT TO HTT5 3 ` i#ettllAlsttt®trai��y SEE 3/S0.1 FOR BEAM ABOVE CONNECTED PARRALAM PSL CONN. (TYPICAL) �y 5�" A307 DIAMETER FULL HEIGHT �w°°$�� •f TO T39 JACK STUD THIS �`-' THREADED ROD, SEE DETAIL 12/SO.1 F, '°°.°® �\ �~ �'�•°e�®`�� p� (2)2x8 1/1 (2)2x6-1/1 END OF HEADER. (2)2x10-1/2 (2)2x6-1/2 2 2x8 2-PLY 14 LVL __,_ ___ a .__.�._ 5 _ _. _____.._._. _.�_ _. _��______._.____. __ __------ ----- .__ _�-._.. I _ - ___. - /. _} ____.__ - I ROD TERMINATES AT FIRST FLOOR _. _�� V ) - " A THREADED : ----- � �. _,_ .-.__ �. - _ - � TOP PLATE,A SEEDETAIL12 SO.1 �n r I . 6x6 P.T. SYP 2 POST - __ -} I -� .. ,I _ I ! a STA # (4)2X6----SP-F-#-2-&- -I m.._ I ! • - R" ATER DIAMETER THREADED ;T f _ t 00 (95 ROD TERMINATES AT FIRST FLOOR W/ABU66. SEE DETAIL I 1 POST.__ _.___ ST H D R_.__ ___ I { I Ii x TOP PLATE, SEE DETAIL 12/S0.1 '•, .Q� 0�;.°°°tG�i,.1"' 2/S0.1. (TYPICAL) I I _ PER 70.1. i N ----- --- _N, < _ SIMPSON HTT5 SEE DETAIL 15/S0.1 _ TRUSS 6, 01 ABOVE > ;- -I I `� I Christopher J S a b o u r i n PE M I FL PE#71461 ISIMPSON DTT2Z SEE DETAIL15/S0.1 I z ! 6x6 P.T. SYP#2 POST !I I I - I 00 \ W/ABU66. SEE DETAIL REVISIONS DATE 4 I j I , I4 q I I� OSB WALL �1 I {00 x ®I I I I• 2/S0.1. TYPICAL SIMPSON L1720B SEE DETAILI5/SO.1 �JI N' I f I �� - `'` I SHEATHING, `° III^ / (TYPICAL) -jI I i FASTEN TOP OF WALL I I� 12" LONG LIGHT GAUGE STRAP _ 4 2x6 SPF 2 LSTA12 FASTEN TO TOP PLATE AND STUD _ # PER DETAIL 5„_/50,1 I I i POST I _ �/ I __,._____... WITH 5-10d COMMONS 3 ) � JI ! I BEAM Bol ABOVE- - - - - ' ,,i - __ - --- { 2 I WALL STUD SCHEDULE j 1 w 2X6 WALL \ LOCATION PLATE STUD SIZE NI 7 I I 00 ! HEIGHT & SPACING II 51.1 0 00 I ! I IN EXTERIOR 9'-1" 2x4 SPF#2 @ 16" O.C, FIELD ALTERATION m t I (2)2x4 SPF#2 STUDS I ti I I N I N MAX I N ^ „ .( 10'-1 2x6 SPF#2 0 16" O.C. or CONTRACTOR SHALL CONTACT LOU j I I @ 1 2 O.C. I N i EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PON11G0&ASSOCIATES PRIOR TO 11) { 3 10'-1 TO MODIFICATIONS WHICH MAY VARY i i I MAKING ANY STRUCTURAL FIELD I I .: r - ,, f'F t/r r ' .._._._. EXTERIOR 14'-0' 2x6 SPF#2 0 16" O.C. FROM THE INTENT OF THE ORIGINAL u ,�,- w r'' / r r. •' _� 3 Ili' CONSTRUCTION DOCUMENTS.ANY II SOLE PLATE ANCHORS @ 24"0. 1 � x INTERIOR IMAX 2x4 SPF#2 016" O.C. FIELD ALTERNATIONS MADE PRIOR TO SEE 3/50.1 FOR BEAM I (2)2x10f/1 I BEING APPROVED BY LOUPONTIGOol & CONN. (TYPICAL) I t INTERIOR 12-0 2x6 SPF#2 0 16" O.C. or ASSOCIATES MAY RESULT IN f I ADDITIONAL ENGINEERING OR MAX 2x4 SPF#2 12" O.C. INSPECTION FEES. „ I STUD NOTES: I - -- - 7� 12)S2T,6 TOP PLATE TO.STUD w/ SDWC15600 @48 O.C.t 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE -1 ! z ro 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. PF#2 -w - I CONTRACTOR MAY INCREASE STUD SIZE TO MEET I Z ARCHITECTURAL REQUIREMENTS._! I N C� = N 3.) SPF DENOTES SPRUCE PINE FIR., SYP DENOTES SOUTHERN x4 SPF#2 STUDS (3)2x4 S_F 2 w `" 00 YELLOW PINE. POST. f 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 12 O.C. .. I N-� SEE 2/S0.2 FOR U i f -1 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS Z N �I _ (2)2x12-2/1 _ � -- I SHED ROOF TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. -I- 4< C BRACKET DETAIL. MINIMUM. SEE 3/SOA FOR ADDITIONAL ANCHORS AT J \ I -------- SHEARWALLS z 00i O I Q COMBINED USE PANEL NOTES V 1 i�i•� I = ! TOP P A I TO TUDI ; `� I 1. EXTERIOR WALL SHEATHING SHALL BE x.:11 w SDW5 C�4 { O.C. / OI I I VERY IMPORTANT NOTE: CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST i j TOP PLATE. SEE DETAIL 1 fS0.1 FOR SHEATHING W � i � I (2)2x4 F#2 I x 6x6 POST WITH ABU66 w/ SPLICE LOCATIONS FOR MULTI STORY CONDITIONS U W � aT. f I 5/ " THREADED ROD � -I ,-, � -� 1 I 8 2. SEE SHEET S0.0 FOR WALL SHEATHING � I iI I - 1� `-' -- ff ! EPDXIED 12". SEE 1/SO.2 SPECIFICATIONS. - __ r' - ' FI- 3. UPPER MOST TOP PLATE SUPPORTING ROOF m ' I ( )2X6 SPF#}Zm I I I S l MEMBERS SHALL BE STRAPPED AS SHOWN IN n / OST. i N I i DETAIL 1/SO.0 0 LL //4/11 ,r O S B W.A LL 1 N N {, _ _.._�` _.___ I %�' SH EA H I, G. I( I I i I I I I k r{ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL I TOP PLATE T " STU / 1 i . H- I W � � � I i � � _ I w I I � � � N, 3/sD,o 99 w/ SDWC156'6e948 �C- -= 1 , _- ` I cn z �c, I > N I I c� �' I I I O z �, I i GENERAL NOTES I III z I Of ¢ I Q I� -j ;� 1 FASTEN TOP OF WALL i' z I ( )2x4 SPF#2 ; II Q "� I PER DETAIL 5/S0.1 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL, Cp IE�I ( Z I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD N I I� z i l I °p i POST, 3.5x7 1.8E ' o I ; slzEs AND SPACING. AT GIRDERS AND eEAMs, 00 1 PARALLAM PSL I------ I OSB WALL j PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER C14 11 i I I < 0 POST f - - I NG. I I PLIES. - - - - I SHEATHI 1 __.____. ____..._ ___ __� ---__ ._� 1 I I j W I ASTEN TOP OF WALL I I I ; FGO RBOVE I I f I 2. SEE SHEET 50,0 FOR ROOF AND FLOOR0 z PER DETAIL 5/S0.1 I % I ( 2)2x6 SPF#2 SHEATHING SPECIFICATIONS. �I I I I OST. I I 3, WHERE FRAMING MEMBERS CONSIST OF MULTIPLE ti, o 111 j 1 f PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ._... Ln 0%40% -----__ . .... }- - -- Uj TOGETHER PER DETAIL 6/S0,0 (2)2x8-1/1 (2)2x6 1/2 ( .)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1j 4. INSTALL SOLE PLATE ANCHORS PER DETAIL RUN SHEATHING CONT. 1���? VERY IMPORTANT NOTE: 3/saD TO WALL ABOVE. DO ! 6x6 POST WITH .ABU66 w/ NOT BREAK SHEATHING $ 5, AT SHEARWALLS, PROVIDE DIAPHRAGM 5/ THREADED ROD ATTACHMENT PER DETAIL 5/SO.1 AT FLOOR SYSTEM. EPDXIED 12 SEE 1 /S0.2 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT FASTEN TO TRUSS w/ TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 8d Q 3" O.C, -- - 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING 2x4 BLOCKING AND HOLD DOWNS C� 24" O.C. FASTEN ROOF EACH END wf 3-16d TRUSSES CS-18 STRAPPING DETAIL TOENAILS - CS18 STRAP w/ 10" IST FLOOR FIRST LEVEL WALL FRAMING iPLAN END LENGTH. FASTEN '�' , THIS END w/ 9-10d, 2-SIMPSON ;I SHEATHING NAILER SDWC1 5600 SCALE: 1/4" = 1'-0" ;;� Z� FM'NG WALL FRAMING of `"'z 's -j PLAN CRIPPLE STUDS @ 16"o.c, NAIL TO II <; �I�NO NAILS REQUIRED ADJACENT STUD WALL SHEATHING FLOOR ll IN CLEAR SPAN w/3-10d COMMONS CONTINUOUS. TRUSSES l OR JOIST. 3 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS iil w ARCHITECTURAL DRAWINGS OR z UNCLEAR REFER TO THE WALL SHEATHING I WALL FRAMING II O J CONTACT THEE.O.R I .- (2)2X8 SYP#2 I 1 CS18 STRAP w/ 10" PLAN NAME PLATE 2-LAYERS OF WALL SHEATHING END LENGTH. FASTEN THIS END w/ 9-10d. ANASTASIA COASTAL 10d COMMONS CONNECTING BUCK AND PLATE. " T SPLICE 24". FASTEN w SOL PLATE ANCHOR SPACING SCHD DEs!cwDRAwwcHECKEn Ca? 6 o.c OFFSET / cs MK LAP 2-ROWS OF 10d @ 3" O.C. DATE „ ADJACENT ALL EXTERIOR WALL 48" O.C. 2x4x12 LONG D TO STUD. FASTEN TO HEADER UNLESS OTHER NOTED 01.08.16 LE w 2-SRAPSON SDWC15600 SCREWS SHEARWALLS �cALE / (SW d@3"/6") 24" O.C. AS NOTED LPA No. SOLE PLT WHEN NOTED ON PLAN TOLL-15-00743 SEE NOTE 2 CONTROL No. 1 WOOD FLAMED HEAD ABOVE SLIDING GLASS IN TALL SOLE PLATE ANCHORS PER DETAIL 4350 3/ 0.0 SHEET 51,1 2. AN HOR SPACING SHALL BE AS NOTED. FOR s „ EX. MPLE - SOLE PLT 0 36" = 36" SIA ON CENTER SPACING SHEET 6 O9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. i N FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. HT 'S FASTENED TO TRUSS T39 w / 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O• FULL HEIGHT %" THREADED ROD. 4. WHEN USING (2)H2.5T CLIPS ON 19/2" WIDE LUMBER, PLACE CLIPS — Eplk DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. 2x6 x24' LONG BEARING Lou Po RAFTER TAILS, BLOCK EA. SIDE OF TRUSS. 3 te 3 FASTEN TO TRUSS wTRUSS Associates, , and Inc. / SO.2 SEE DETAIL 3/SO.2. {TYP) SO.2 2—Rows OF 10d @ 3" O.C. FASTENING DETAILS ax. each, o Avenue JQosFlorida 32250 Ph. 242-0908 Fax. 241-9557 PORCH SHEATHING AT --- --- -...- FL. CA# 8344 SC. CA# 3579 _. BOTTOM CHORD OF ��f _ 1ti � I I F TRUSS SEE 2/50.1, ~ ~ I : LUS210-2 `(4)HTS16 f, PORCH SHEATHING AT a, THD46 I BOTTOM CHORD OF •" e No• F08 TRUSS SEE 2/S0.1. N __._�, - It f/ THD41 � 50 2 �-i._ a° - S0.2 II._____ __ _� F08 ;cr I ✓<•,�•t`c�,``•(O I p{�;.•••°����``1 " s + r THD4E; i I i I Z i" ®si�pY � 11 / 'x s tai'`2 OSB BLOCKING PER DETAIL STUD DIRECTLY TOP PLATE TO �,P � " _.. 5E S0.2. I BELOW TRUSS z o I / _____ __-..._-_.._.___- SDWC1560Q STUD SDWC15600 ~ BO i4 ..__._ Christopher J Sabourin PE _ 'f '/. FL PE#71461 < , TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONs DATE / LUS210-2 RAFTER TAILS, / i � � S0.1 SEE DETAIL 3/S0.2. (TIP) Rafter to Top Plate shown , cel Truss to Top Plate similar �r / Es" I Optimal 22�' /iIMSH422 F07; - � 10' O' 30' RAFTER TAILS, I SEE DETAIL 3/SO.2. (TYP) _ =FIELDERATION ICONTRACTOR SHALL CONTACT LOU 1 �II I 3 STUD DIRECTLY tiiTIGO ING aNvssTRucT�i�R �leLo SQ•2 FROM THE INTENT OF THE ORIGINAL BELOW TRUSS Yz°°MaX MODIFICATIONS WHICH MAY VARY I I CONSTRUCTION DOCUMENTS.ANY N M FIELD ALTERNATIONS MADE PRIOR O I Q W cli,®( C) C) ._._ I ' BEING APPROVED AA LOU PONIN & SDWC 15600 TOP PLATE TO ASSOCIATES MAY RESULT fN w I , STUD SDWC1560Q ADDITIONAL ENGINEERING OR cr) ( — - INSPECTION FEES. [ I L_-�. I I THD26 _ . ._ _ _ . : __ .. _ — Note: 1. Sloped—roof rafters may be sloped up to and including - ; �: 1 26 T06 a 12:12 pitch and must be "birdsmouth" aut. m Tali I° I ? .__._.__... F._ _ r 2. Reference detail 4 for installation instructions. : I �0 f (2)HTS16 i , ~ I t ;t TfiD26, THD26 I „ f. SIMPSON SDWC INSTALLATION RANGE so.,)/ 3 I I 1� FT01 I Ii ► I ,• f 4< V) THD2s (2)HTS1 E� THD26, I JUS�24 516 I; THo 2 FT01 FT02 2 I _ )HT ( } i i - (n F (0I I ' o : IN FT03 Lij10 I ` S0.1 FT03 I { FT03 (2)HTS116 (2)HTHo6zss _. _� BELOWNORUDIS ECTL0 FG04 SDWC 15600 i l ,� I iM I co I ; I Note: Reference detail 2a for installation angle limit N N N j i, O. __._- a__ _. CV O O LU Uj W I; SDWC INSTALLATION ------- -------------- FA__ 1� 11 11 112x6 LEDGER4< SHEATH UPPER WALL THRU INSTALLED OVER Rafter to Top Plate shown I 12 � r I SHEATHING. FASTEN (Truss to Top Plate similar) 3 LOWER ROOF TO WALL ; ( )HTS16 w/ 2-10d AND W RAFTER TAILS, S0.2 BELOW0 O SEE DETAIL 3/SO.2. (TYP) 2—Y4" LAG SCREWS PP U ■ @ 16 0°C° °� STUD NOT DIRECTL I BELOW TRUSS FLOOR AND ROOF TRUSS PLACEMENT PLAN TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES Do not install SDWC in _ Products hatched area 0 0 SCALE: 1/4' 0 1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15 00 PlotlD Length Product Plies Net Qty sDWc156oQ SCREW UNLESS OTHERWISE NOTED FB01 22-09-12 1-3/4" x 16" VERSA-LAM@ 2.0 3100 SP 4 4 Overhang 1 1/2°' MIN 2°° MAX 2. FASTEN ROOF= TRUSS TO TOP PLATE w/ 2-1 d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN SDWC INSTALLATION RANGE FLOOR AND ROOF TRUSS Rafter or Truss PLACEMENT dis minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS 3 UNCLEAR REFER TO THE Y` from t0 late, ARCHITECTURAL DRAWINGS OR P P .- CONTACT THE E.O.R splice Offset for full values STUD NOT DIRECTL, BELOW TRUSS PLAN NCOA I ANASTASIA COASTAL DESIGN/DRAWN/CHECKED CS MK LAP DATE SDWC AT TOP PLATE SPLICE 01.08.16 SCALE AS NOTED PA No. TOLL-15-00743 CONTROL No. r777 <( 4350 SHEET SHEET 7 OF 9 SYMBOLS LEGEND -�- DESIGNATES SHEARWALL. THE HIDDENq -- `-- LINE DESIGNATES SIDE Of: WALL THE w SW: 3/6 SHEARWALL SHEATHING 10 BE APPLIED. �� , 8d 0 1b DESIGNATES 8d COMMONS 0ve� 3" O.C. EDGE & 6" O.C. "IN THE I I FIELD" I DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED _ FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND As so c i a t e s, I n c. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue Jax. Beach, Florida 32250 BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 3/j" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 lets °°t°ryt SHEATH UPPER X� THREADED FADE DIAMETER FULL HEIGHT/ ®`�`�°°��a✓++++�0 � `�"D�+i�s�r a THREADED ROD, SEE DETAIL 12 S0.1 + WALL THRU LOWER Zj•' ° STRAP WALL TO TRUSS ROOF TO TRUSS TERMINATES MINATES AT FIRST FLOOR TER �' Z o BELOW PER DETAIL 4 S0,2. BE OW. R" ADIAMETER THREADED ° 1 6 / ® ' TOP PLATE, SEE DETAIL 12/SO.1 Sg T OF A307 DIAMETER THREADED l J�[ ) ROD TERMINATES AT FIRST FLOOR (2)2x6-1/1 (2)2x12-2/2 N "`«<„yyy"`---��� TOP PLATE, SEE DETAIL 12/SO.1 �,�sSt�/01V ® +,,.+••����1e��``� ^" ,_.._._....__.. �' V) Q Ntl�t�gi'gggggti ___-__ n _____� . r _._- " 3_ cn -_ �.__�_ __ # �f SIMPSON HTT5 SEE DETAIL 15/50.1 F V) rY Christopher J Sabourin PE I v ~ J FL P E#71461 I PROVIDE Q Q SIMPSON DTT2Z SEE DETAIL15/S0.1 �O (12)INTERMEDIATE J ® REVISIONS DA4iNN I JACK STUDS, N � I � I ^ Q � SIMPSON LTT206 SEE DETAIL15/S0.1 , I �� 12" LONG LIGHT GAUGE STRAP FASTEN WALLS PER Q - -- - - ------_ -- O LSTA12 FASTEN TO TOP PLATE AND STUD J WITH 5-10d COMMONS 4/SO.2 _ Cf) m - -- � WALL STUD SCHEDULE PLATE STUD SIZE CS18 @ BOTTOM OF STUD LOCATION HEIGHT & SPACING WHERE NOTED. SEE DETAIL AT BOTTOM RIGHT OF PAGE. EXTERIOR MAX 2x4 SPF#2 @ 16" O.C. FIELD ALTERATION MAX I 10'-1 2x6 SPF#2 0 16" O.C. or CONTRACTOR SHALL CONTACT LOU I EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO 8 ASSOCIATES PRIOR TO 1 I EXTERIOR 2X6 SPF#2 ® 16" O.C. MAKING ANY STRUCTURAL FIELD 10'-1 TO MODIFICATIONS WHICH MAY VARY 14'-0" FROM THE INTENT OF THE ORIGINAL _ CONSTRUCTION DOCUMENTS.ANY INTERIOR 10,-0, 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO MAX LINAPPROVED BY LOU���& 12'-0" 2x6 SPF#2 0 16" O-C. or ASSOCIATES RES INTERIOR MAX 2X4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR I INSPECTION FEES. STUD NATES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 1 - I (D COSMINIMUM D ISPACINGZE AND N NTRACTORMAINCREASECREASE STUDSIZE TOM ET Q ARCHITECTURAL REQUIREMENTS. i I 3.) PINE. SPFNOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW R r 1 1 SHEATH UPPERI 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. WALL THRU LOWER l ( 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS III I LL_ TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. ROOF TO FLOOR 1 0 0- MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT TRUSS BELOW, I NW a J SHEARWALLS l N COMBINED USE PANEL NOTES Uj C) 4 Uj 1. EXTERIOR WALL SHEATHING SHALL BE Imo._ f �iC CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST j I I TOP PLATE, SEE DETAIL 1/50.1 FOR SHEATHING U � r I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj W II 2. SEE SHEET SO.0 FOR WALL SHEATHING >, z I =7_4N SPECIFICATIONS. � Q 3. UPPER MOST TOP PLATE SUPPORTING ROOF STRAP WALL TO TRUSS �\ MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1 S0,0 0 ,/ BELOW PER DETAIL 4/S0.2. 11 I ~ -j 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 1f r o O Q 3/SO.O `'.l\ W I ; w I I T PROVIDE II Q GENERAL NOTES ! �° (2)INTERMEDIATE II ! IX � W ( / N 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. N JACK STUDS. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 1 ap ao O SIZES AND SPACING. AT GIRDERS AND BEAMS, 4 I � { I- _ PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER (j- __ U ___.-_-__ -_ I U? W PLIES. SHEATH UPPER i°_ m _.- _ _ __ d- WALL THRU LOWER - - --- - ((2)2x12-2/2) -------- ��CS SHEATHiNGEET SPECIFBCA®0 SPECIFICATIONS. AND FLOOR ROOF TO WALL Ln BELOW. STRAP WALL TO TRUSS ! 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE L 1 BELOW PER DETAIL 4/S0.2. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 01 TOGETHER PER DETAIL 6/SO.0 W 4. INSTALL SOLE PLATE ANCHORS PER DETAIL SHEATH UPPER 5. AT O +®0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM WALL THRU LOWER ATTACHMENT PER DETAIL 5/S0,1 r ROOF TO TRUSS BELOW. � 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 SECOND LEVEL WALL FRAMING PIAN 7. AT PORCHES, SEE DETAIL 2/50.1 FOR FRAMING AND HOLD DOWNS SCALE: 1/4" = 1'-0" CS-18 STRAPPING DETAIL CS,$ STRAP w/ 1®" 2nd FLOOR, END LENGTH, FASTEN I' THIS END w/ 9-10d. 'I x FRAMING WALL FRAMING I C J PLAN �I ill NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES 'I OR JOIST. tARCHTECTURAL SCALE DIMENSIONS FROM AWINGS.IF A DIMENSION IS li b CLEAR REFER TO THE WALL FRAMING-/ I I w DRAWINGS OR ONTACT THE E.O.R J CS1$ STRAP w/ 10" PLAN NAME END LENGTH, FASTEN ANASTASIA COASTAL THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED CS Z MK Z LAP DATE 01.08.16 SCALE AS NOTED LPA No. TOLL-15-00743 CONTROL No, 4350 SHEET OFFICE C077: S13 ® SHEET 8 OF g SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT' CONNECTION. 7L- FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. vy; 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA# 8344 SC: CA#3579 of or N4J<( 69 ° -cy ' S S0.2 " T ®F ,- o , °o A\ s°[�• a N -- _ STUD DIRECTLY 1:0 to 1W Aco BELOW TRUSajj TOP PLATE TOIt 1--I Lo Mt&qk@{@@ti9liititi4i I jr SDWC15600 STUD SDWC15600 Christopher J Sabourin PE i I I FL PE#71461 I TRUSS TIE DOWN WITH SIMPSON SDWCREVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)' 10' 0' 30' FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO MODIFICATIONS WHICH MAY MAKING ANY STRUCTURAL VARY Y"MOX BELOW TRUSS FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO v l I} BEING APPROVED BY LOU PONTIGO& ` SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR t I �a� I INSPECTION FEES. 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. \\ `— 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE = Z SO.1o �0.1 I � - \ I i ' r ' L.LJ V� f W r1l 00 All LU STUD NOT DIRECTL 10 \\ BELOW TRUSS 0 z SO.1 SDWC15600 Q/. < Uj Note: Reference detail 2a for installation angle limit LIJ SDWC INSTALLATION I \\ \\ Rafter to Top Plate shown C) (Truss to Top Plate similar) 00Uj 3 Nt lc� i �° STUD NOT DIRECTL L J 0-4^ — S0.2 BELOW TRUSS Do not install SDWC in 2 i hatched area O 0 ROOF TR.USS PLACEMENT PLAN SDWC15600 SCALE: 1/4" = `-0" Overhang 1 1/2 MIN 2' MAX TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES SDWC INSTALLATION RANGE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH SCREW JNLDESS TOENAOTHIERWLS S E NOMEDON SDWC15600 TRUSS 2. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d Rafter or Truss PLACEMENT )V" minimum edge TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS,IF A DIME IS UNCLEAR REFER TO THE Y" from top plate ARCHITECTURAL DRAWLS OR spline Offset CONTACT THE E.O.P for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME ANASTASIA COASTAL DESIGN/DRAWN/CHECKED CS Z MK LAP DATE SDWC AT TOP PLATE SPLICE 01.08.16 SCALE AS NOTED LPA No. TOLL-15-00743 CONTROL No. t _ 4350 SHEET E SIA r SHEET 9 OF 9 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Dec. 21, 2015 Ln �... OF N F�n',���.~ r1r A I A '1' @j LU = 0 63 9 o L(, T a J "FRED lk O O U I- OVAN G. DRUMMOND,AIA AR 96399 Z ® Z Q ® U) Z U) W 0 P-4 af T OF DRAWINGS ® 00 z LIS GRAPHICS ABBREVIATIONS �' w 0 M U_ _j C1 Cover Sheet- Index of Drawings U. ® GN1 General Notes PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER ,� w 0 Z _ DETAIL NUMBER _ DETAIL NUMBER & AND FLR, FLOOR SQUARE INCH `J o U-1 = m ___ DRAWING NUMBER ___ DRAWING NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND ® p w i-- o @ AT F.P. FIREPLACE LUMBER w o ® � „ A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM00 ® ® = SLAB LAYOUTS BUILDING SECTION DETAIL CALL-OUT ABV. ABOVE FT. FEET P.T. PRESSURE TREATED CS 0 ® � o A1.82 Slab Layout for Coastal DETAIL NUMBER r _ DETAIL NUMBER ADS. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD o 0 LU ___ DRAWING NUMBER ___ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER o H > w z A1.N Slab Notes, Schedules, and Details ___ rA A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD AHU AIR HANDLER UNIT GAL GALLON 4jLU 0 Cj a �' `f' ® CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER a O w = ® ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR w Q O Q IUS Z FLOOR PLANS CENTER LINE B.B.Q. BARBECUE GFI GROUNDFAULT REED REFRIGERATOR 5 Q `' ® `t A2.82 First Floor Plan for Coastal —ELEVATION MARKER SPANISH TILE BD. BOARD LCX.U GL GLASS REINF. REINFORCING 0; ®e z A3.82 Second Floor Plan for Coastal SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM04 ® L%4 A3.N Floor Plan Notes, Schedules, and Details SLAB RECESS BOTT. BOTTOM R.O. ROUGH OPENING O A ® SIDING BR. BRICK x o LU a "� BKFST. BREAKFAST H HIGH RQD. REQUIRED a FRAME BEARING WALL ® BRICK HB HOSE BIBB R & SH ROD & SHELF o a ,. 0 0 CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL o w N INTERIOR WALL (NON-BEARING) STUCCO FINISH C.J. CONTROL JOINT HGT. / HT. HEIGHT c4 i ® EXTERIOR ELEVATIONS ® CMU MASONRY WALL 0 EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET U_ SGL SINGLE CLG CEILING �- O 3 A5.82 Front & Side Elevations and Notes for Coastal ® GABLE END WALL INSULATION INSUL INSULATION SHT. SHEET oCLm A5.1.82 Rear & Side Elevations and Roof Slope Plan for Coastal CMU CONCRETE MASONRY UNIT LU v z A5.2.82 Exterior Elevation Details for Coastal FRAMED KNEEWALL DECORATIVE STONE C.O. CLEANOUT INT. INTERIOR SH. SHELF ® 0 � DROPPED SOFFIT PRE-CAST LINTEL/ HEADER COL. COLUMN I.L.O. IN LIEU OF SHWR. SHOWER z w 0 0 COMP. COMPRESSOR SPECS SPECIFICATIONS ER DRAWN BY Q CONC. CONCRETE KS KNEE SPACE S. PROFFITT �., „jS.P.F. SPRUCE PINE FIR z ® CONT. CONTINUOUS L LONG SPRG. PT. SPRING POINT U„o z BUILDING SECTIONS DB. DOOR BELL LAV LAVATORY STD. STANDARD CHECKED BY Ce w DBL. DOUBLE LDRY LAUNDRY STL, STEEL F. MEZA CL A7,82 Building Sections and Stair Section for Coastal LIN LINEN STOR. STORAGE SCALE DR.& SH. DOUBLE ROD AND SHELF LT LAUNDRY TUB z � DECO. DECORATIVE T TOP 22X34 = SCALE AS NOTED r� Q > ® a DET. DETAIL M.B. MASTER BATH T&G TONGUE & GROOVE 11X17 = 1/2 NOTED SCALE ® ® z DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED ® ® � DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE DIFFUSER LAYOUTS DN DOWN MFR. MANUFACTURER T.O. TOP OF 10.01.15 J ® LU 4 U M1.82 First Floor Diffuser Layout for Coastal DR. DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM o 0 M2.82 Second Floor Diffuser Layout for Coastal DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO O z D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM = m ®DWG. DRAWING DW M. MLP.H . Mo S PER HOUR LDING TYP. TYPICAL z un 00­4 0 E EGRESS 0 Ln MT METAL THRESHOLD UC UNDER COUNTER Q w Z ELECTRICAL LAYOUTS E. EACH END U.N.O. UNLESS NOTED >- mw � ® � E1.82 First Floor Electrical Layout for Coastal E.W. EACH WAY N.T.S. NOT TO SCALE OTHERWISE Z = ® ® E2.82 Second Floor Electrical Layout for Coastal EL. ELEVATION O.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO ® N u w EN Electrical Schedules & Notes ELEC. O.C. ON CENTER z Q x ENCL. ENC OSIURE VERT VERTICAL M w U O.H. OVERHEAD V.T.R. VENT THROUGH ROOF :5 U) >_ ENG. ENGINEERED OPT. OPTION(AL) � W z EQUIP EQUIPMENT OPNG. OPENING W WIDE o ® ® EXT. EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH ® W Z STANDARD NOTES & DETAILS W.C. WATER CLOSET SHEET DESCRIPTION Ln w ® z D3 Standard Notes & Details PED. PEDESTAL SINK WD. WOOD COVER LU o D7 Standard Notes & Details � z Uw � P�LF. POLYVINYL PER W.I.C. WALK-IN CLOSET D8 Standard Notes & Details WP GFI WATERPROOF GFI SHEET ,Y ® SQUARE FOOT wa a > ® W.W.M. WELDED WIRE MESH Q DESIGN CRITERIA HOUSE ELEVATION ABBREVIATIONS WWF, WELDED WIRE FABRIC ,z J z ABBREVIATION FULL NAME ELEVATI ION CODE LU N. MANOR 03 W _ � SINGLE FAMILY RESIDENCE - GROUP R3 WIL. WILLIIAMSBURG 07 PROJECT NAME U "' ® BUILDING TYPE: V - B PRO. PROVINCIAL 08 ATLANTIC BEACH Q (D z TWO STORY - FRAME G ® ® � � DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II VER. VERSAILLES A 10 HERITAGE LU " W 5TH DITION (2014) WIND DESIGN BASED ON ASCE 7-10 cLA. cLAssTc 18 < DUVAL COUNTY Qom ® -_? w MED. MEDITERRANEAN 19 Z ® W F.B.C. 5TH EDITION x'.014 RESIDENTIAL 130 TRA. TRADITIONAL 20 w = (^ ) ULTIMATE DESIGN WIND SPEED = MPH cou. COUNTRY MANOR 21 LOT/BLOCK so Ln 2"- z ® Z F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH HER. HERITAGE 22 TBI NUMBER 50 Cn Ln o F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE - B CMN. CIMMARON 28 MODEL o ; F.B.C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING Ms. MISSION AN 30 ANASTASIA 0 z oC z Ln � > CONSERVATION SCL. SPANISH COLONIAL 32 Ln LU ® � � INTERNAL PRESSURE COEF. +.18/-. 18 BOR. BORDEAUX 33 ELEVATION NAME U U W < F.B.C. 5TH EDITION (2014) FUEL GAS BRO. BROUGHAM 39 z w 0 F.B.C. 5TH EDITION x'.014 ACCESSIBILITY FOR WINDOWS & DOORS SEE FLOOR REN. RENAISSANCE 40 W ALL ( ) PLAN FOR ACTUAL PRESSURES VIE. VIENNA 41 (� W W NATI NAL ELECTRIC CODE 2011 NFPA 70 v ( ) THIS DRAWING AND DESIGN IS VALID TUS. TUSCAN 44 01 Z = Z N.F.P.A. 1012014 FOR 12 MONTHS AFTER THE DATE IT CLS. CALAIS 46 ]REVIEWED FOR CODE COMPLIANCE Z SHEET NUMBER cu ASC 7-10 : MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE CAR. CAROLINA 48 CI" OF ATLANTICBEACIH Q LU ITV. ITALIAN VILLA 58 LU °J o— SEE PERMITS FOR ADDITIONAL � �® OF � FEM RULES & REGULATIONS CURRENT CODE IS VALID sHN. SHINGLE 62 .� U REQUIREMENT$AND t£INI t 0 2: 14 PBC. PALM BEACH 80 L C 1 p ® M °J° U CRB. CARIBBEAN 81 REVIEWED BYs • Uj —1 0 O w .__I ERIAL NUMBER 1010.1 .,a Jz � w Q U �— 0 CST. COASTAL 82 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION TO THE BEST OF MY KNOWLETHE DGE,THE DESIGN DEPICTBUILDING ED ON THIS WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS DRAWING IN SO DATE OF BIFICAION BELOW. CODE COMPLIES EFFECT AS OF DATE OF CERTIFICATION BELOW. AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE Ln u SECTION R318 PROTECTION AGAINST TERMITES SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE 101 C> TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT C OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (HOA). THE NOA SHALL DEFINE THE STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL PESTICIDES, BAITING SYSTEMS, AND PESTICIDE APPLIED TO WOOD, OR OTHER APPROVED METHODS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE Lu OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL § = SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. uR _ ® PROTECTIVE TREATMENT, A CERTIFICATE OF CO PLIANCE SHALL BE ISSUED TO THE BUILDING SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL BRACING MEMBERS cc DEPARTMENT BY THE LICENSED PEST CONTROL 'OMPANY THAT CONTAINS THE FOLLOWING STATEMENT: GYPSUM WALLBOARD 96 9 �✓ C° "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. II it 11 IE rJ 0 TERMITES. TREATMENT IS IN ACCORDANCE WIT RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL �, ® ® DEPARTMENT OF AGRICULTURE AND CONSUMER ERVICES. 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE FRED A� PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. OVAN i;"D D,AIA NOTE: AR 96399 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. OR BORA-CARE" PRODUCT METHODS MUS BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY ® APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY z ® 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. Q PORTIONS OF WOOD ARE REQUIRED TOB 'FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION tUJ n OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS M OPTIONAL BORATE APPLIED TO ALL F ME MEMBERS WITHIN 24" A.F.F.Lu 2-e 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. Lu STRUCTURAL. NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" m 0/C WITH SINGLE TOP AND BOTTOM PLATE. Z �' w °° M ® W CAST IN PLACE CONCRETE a �* p 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES a N w GLASS BLOCK A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS H ° a ® WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS P o p z 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. Q J w Q RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. O w Q > = m ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. Lu E- ® 3. WELDED WIRE FABRIC SHALL CONFORM TOA TM A-185, WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE Elw ® mow AND CONTAIN AT LEAST ONE CROSS WIRE WITHI THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36 LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION 1 Q i PER PLAN WHEN FIBERMESH IS 00 USED ILO WWF, DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH ° z THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO o Lu o PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH > 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. ® US ® THEIR BACKGROUND. ° 5. HORIZONTAL FOOTING BARS SHALL BE BENT 5" AROUND CORNERS OR CORNER BARS WITH A 3. FOR MORTAR JOINTS LESS THAN 1/4" PROVIDEF(1) # VERT. IN CONC. FILLED CELL EACH SIDE OF STUCCO O w o ® 25" LAP SHALL BE PROVIDED. THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO 00 G) Q Lu ¢ o 6. MINIMUM LAP SPLICES ON ALL REINFORCING AR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO W ""� = 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Q Z Q w 7. CONCRETE COVER MIN. 3 WHEN EXPOSED TO EARTH OR 1 1/2 TO FORM. IATSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. � � � u m Q 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6 AND LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY a A w Lu SEALED UNDER SLAB ON GRADE. 13E SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. Lu ® 9. FOR SLAB ON GRADE, PROVIDE 4" CONC, SLA W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS '. z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON- >- COMBUSTIBLE. Luz Lu MAY BE USED ILO WWM WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CMU LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE � ¢ � FBCR 2010 R506.2.5 � LIVE LOADS: ROOF 20 PSF (REDUCIBLE) � a N )• FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR 0 ® RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF W Lu ® _ 10. WHEN THREE OR MORE BARS ARE REQ-D., THE BARS SHALL BE HELD IN PLACE AND BALCONIES/DECKS 40 PSF GRILLS OR COOKTOPS. F- z a ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" PACED NOT MORE THAN FOUR FEET APART. ® ce STAIRS 40 PSF ANCHORAGE 10 PSF ® REINFORCING STEEL ATTIC WITHOUT STORAGE METAL AND WIRE LATH: 20 PSF � O J ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE &OIL & ATTIC WITH STORAGE 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 19 C) n SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF CONCRETE PADS, TOP REINFORCING SHALL BEP SITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL u ® STRINGERS. DOWELS FOR COLUMNS & FILLED C LLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE ® o ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY Q X � WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT ,.of ., Lu DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST %4 INCH AND Z ® FTGS, WALLS, COLUMNS, BEAMS, SLAB 40 DIA. OR 25" MIN. BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE CHECKED BY REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF N0. ui FILLED CELL & MASONRY REINFORCING 48 DIA. OR 2'-6" MIN. A. BARLEY ALL REINFORCING BARS ASTM A615-60 60,000 PSI 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN w TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 3 a WELDED WIRE MESH: 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF INCH IN DIAMETER. SCALE ® >- w FIBERS PER CUBIC YARD m Q > MASONRY WALL CONST. MIRRORS J CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE "S" 1800 PSI J ® J 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. ® ~ TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED i.._. ® s UNITS: DURING CONSTRUCTION ® Lu Un 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. H.V.A.C. NOTES SHEET DATE 0C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: d 0 ANDA MINIMUM COMPRESSIVE STRENGTH 0 3. COARSE GROUT SHALL CONFORM TO ASTM M 28 DAYS OF 3000 PSI SLUMP 8" TO 11". STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION AT o 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMSo , RAFTERS, JOIST, PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE (19/o M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO °C o z WITH COARSE GROUT. FRAMING: ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE � ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, ®r OSB Q = m ® 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. ® va MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ® Lu ®c `n� OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB ELECTRICAL NOTES Q = 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) m m w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. J ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR w ¢ ® 0 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO OR CAVITY CAPS MAY BE USED TO PREVENT THE LOW GROUT INTO CELLS BELOW. THE USE OF TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL W v FELT PAPER AS A STOP IS PROHIBITED. p Ln J w TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. ,,, z v 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR oc S (n ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSE 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED n- , m SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8' . TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. ce- Lu z z o > 5, WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO (n ® o WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO SHEET DESCRIPTION M "-' _ 1. ALL WOOD MEMBERS EXPOSED TO WEATHER R IN CONTACT WITH MASONRY CONCRETE OR SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND M v THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE o Lu z SOIL SHALL BE PRESSURE-TREATED. cn w ® z 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL _ v o FRAMING MEMBERS ( I.E. BLOCKING OR GABLE .ND BRACING ) SHALL BE SOUTHERN PINE NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. Lu ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES >. ® GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. o ¢ w p 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. Lu > u STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1 IN DIA. FOR LIVE LOAD: 40 PSF Lu a = z PLUMBING LINES, ETC. SHALL BE REPAIRED WIT SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Uj n Q 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME Lu ® � zo STEEL. IT IS THE CONTRACTOR'S RESPONSIBILI TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. L AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL r� z z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. p LOU Lu DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Lu = 9 ®OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, a _ ® = STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL w �- ALL STRUCTURAL & MISCELLANEOUS STEEL A36 6,000 PSI, U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z o w GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK - '-' Lu WELDS: E70XX ELECTRODES STRUCTURAL BOLT ASTM A325, BEARING TYPE CONNECTIONS DOORS &WINDOWS Ln p z "- STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY PLUMBING NOTES TBI NUMBER - : z p z CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE E - En o STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL o U z p HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL z Lu ® Q FABRICATION. cn ,� FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ALL rIq U) � w ¢ PROVIDE MINIMUM OF 3" DIAMETER SCHEDULE 0 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. F- a 2: R407.3.> GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. Lu o _ DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME 2: ;�. ® z THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. Luu- ZQ ALL Ln Z Lu ® PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. u, GENERAL NOTES Dj �2 w 1. BRIDGING AND BRACING FOR PRE-ENGINEER-D TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. MANUFACTURER UNLESS NOTED ON THE PLANS. ALL GLASS WITHIN 24 INCHES OF ANY DOOR SLIDING GLASS DOORS ALL GLAZING AT TUB AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND a Lu RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. � v i 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE z = p MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGONED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE to (9 z WITH THE DESIGN LOADSNOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER vi w . SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH - Ln ca o z LU 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLA ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. M a® ® 5 IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1% INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. INSTALL SOFFITS PER FBCR R703.1.3 AND 8616. rj Ce DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE GN1OFFICE COPY ® Luz Co L TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4 DIA. x 3 1/2 TAPCON SCREWS, 6 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). J z u- 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGH ' METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ Lijo ® LL TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C. PERIAL NUMBER 1010.0 Q U F- 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. in V Dec. 21,2015 _ N � B ��P��OF F�p�lQ, �. "Y LU lu n 9 99 ae 85'-6 C_ J , „ I n G, � OVAN G. DRUMMOND,AIA o 0 81-611 11 -8 1 62 -0 31-411 2,_0„ 3,_6„ 3,_0„ 11.011 10L_81I O 2'-6" 10' AR 96399 1 20'-1" Z w .--1 O ® Z I PROVIDE GAS ' GAS LINE TO 0'-0" o _ LINE STUB-OUT HB -� COOKTOP T.0 PAD (TYP. OF 4) , Aiii) Lu ~ -__--_-J % L. --------------- ----------------------- ----- -____-----__ J L-_-_ -___---__--__J L- O %: O in w ® O CI J L_-_-----__ CL _I _I f I rT-----_ �____ --,--_ Ce Z '� �' r I I j I j � 00 O w I I I L �..II Q W � M ® ® 01_011 Lu CePROVIDE I L 1 I ^ a o w o W LF zs ¢ T.0 PAD (TYP. OF 2) �M ELECTRICAL CHASE I o > H Co �� TO ISLAND I I r w y Q Lu O II 1 - A W o ® ^ I I _ co ® ® _ -------rte- -------� El R -- -� I O ,-1 C �_-__- I Q F-a Z I p SII �. II I I ---- --J I L � I I � JI I C p Lu SLOPE PAVERS_ _ iT -_---- ==__�---_ --- i i PAVERS ON o > o _ / T----- ------ JI ' 1 STEMWALL J w z 1 8" PER FOOT I _-_ ______ _ 1 ' 1 Lu 1--1 = - C_ 1 I x W ® ,~� ao 0o U-1 L---------- ------------- I I a - ®� z 611 6" PLUMBING WALL ; '� ; O Lu Q ® J L------------------I I -- J a Q O ---------------� -- C.S------ o W Z Q Lu Ce Q PAVERS ON LJ LJ 21_8N o A m V) A STEMWALL u, A a a A A7.82 - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - -SLOPE PAVES - - - WZ Z 11 x' O = Q w 1/8 PER FOOT L -----------------------J L-- - ------------ tj W O J 1 I -- Q 11 7 C__ � O ® Cc NOTE: FIN. FLO R TO BE 18 A1.N , F-- z , w ar. II w / qL ® _� ; ILL Ole MIN. ABOVE CROWN OF ROAD TYP' o LU ® ------------------ -------------- --u------ L-J 0 -011 Ina o Z - 4" PLUMBING FINISHED FLOOR i I _ i ® ® � 0 32'-2" WALL GAS LINE T0, I z - w � , I 3'-0" 11-911 o � DRAWN BY Q _j FIREPLACE v m " �� i i _ 71_111 31_41, S. PROFFITT z o 10 PLUMBING _ I I � --- J / I -- - to o Z _ ol WALL ----,_--� i iii i ii r i GAS LINE FOR DRYER CHECKED BY rr__,� , cc in Q d- I L------ r ------- —=----1 --�— _ ___ -- ----� �- , I n n F. MEZA Lu a ----------- fir--=----_7_7 -- ,--- ~O SCALE + mQ > ii iI �? 'II I C 11 CIS i IF- 4_ c I I L J L J i -�� 22X34 = SCALE AS NOTED y J ® J n I I III III \I/ 1 n I s I L J 22'-01 I I _ J I _ ® �- .Q 2 1 I I I II 11 I 8 L_� C I �I I� , 11X17 - 1/2 NOTED SCALE II 1J 1 \/ III II 1 -7 � � / I I W to 1 LI n u I, III 2'-10' 2 _811 I I II vj ® i1-10 I I ---� I 2'-91M III II ® ® ov'c 10 -2 1 'I _ I I - 1 6" PLUMBING WALL 7 1I 11 00 SHEET DATE 2 I I SLOPE SLAB @ U A1.N �������-------------- I I _ N 10.01.15 Ca U)o ' TYP. ------ -------- 1/8" PER FOOT -_—__ --__________ ----------- ----------- 0 ----____ =J J I I I - ------------------ --- _11-411 i SHEET REVISION INFO OL ® - --- - - --� ----- I r---- i u 1 u.j �. ® , , / F— I - O I I IIP. I (3l Ol I O IT Q w Z (n `���4J I n I ' I U) O I 4 PLUMBING 1 I Z = ,.., Z I Q w z � - `��7 C=====__ I I i WALL, TYP. i I i 22'-10" �`° -or'o m °° Lu oo I1 UNO J L �..-, I 111 u U $ -7- 4f-7111 I I Lu Q 0 - _ '-' 2 2 _ I I I 2 z _ ® w oId o I I I SET REVISION INFO 3:: vii J Lu o0 101_511 11_411 51_71' oo n i A1.N I I I L---- owG V ~ i n L-----� WATER C7 Cmc w = I = 11 C' i i SOFTENER Z O o LOOP Cn 0J t w = _ --err-T �- I I _ I -J CG z v cn - ` N ffi M , o 1 -� i SHEET DESCRIPTION 1 w z o - - --------il------------------ --�--; n-- -------- -- ---- ---- -----, --^! -- -V SLAB LAYOUT I I I uj F--. Ilk Z..� o 81-311 71-311 I cw�� HQ�r- C�Qc w O I �w A GAS LINE TO rl L7 a U o I I TAN KLESS GAS z z = o n I I I WATER HEATER w (7JZ I II 181_611 Lu lo U) = z I I PROJECT NAME Lu O 2L_oll 831.611x=====______©____ ______� ATLANTIC BEACH � Lu 851.611 HERITAGE Lu uJ 96"x48"X4" CONC. w PAD 3" ABOVE DUVAL COUNTY z o B GRADELu LOT/BLOCK 50 E z zo z A7.82 TBI NUMBER 50 00 0 o zo MODEL ,- 2w- Lu Q ^ Lu ~ ANASTASIA 0 oc M z � � > ' w w ® z STEM WALL FOUNDATION ELEVATION NAME N W 1-4 LU Z Q SLAB LAYOUT N Z � o SCALE: 1/4"= 1'-0" COASTAL W COASTAL aw � L E �- U Z = o NTE: FIELD TO VERIFY ALL GAS LINE o U m LOCATIONS PRIOR TO POURING SLAB z SHEET NUMBER 0 oaLu Q _ Q o � ADDITIONAL NOTES, DETAILS & SCHEDULESAl 82 0 FE � o ' mw w _ o o CAN BE FOUND ON THE A1.N SHEET. Lu Q Q U r 0 J5ERIALNUMBER 1010.1 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CS SLAB LAYOUT O V T NOTES . Dec 21, 2015 z ">" 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. G. `4 LL. * a- 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS Y 6399 F �"e m 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE d J ® ® 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. OVAN G. DRUMMOND,AIA AR 96399 INDICATES DOOR OPENING Z: LL- FL-NOTES-001 t-e o Z Q ® V)Lu F- Al) w (n LLu 00 DC Z m v' 00 00 O w W M A a ILL. o jr Lu O CL LU > I- ®Lu dol Q p V W o ® ® _ ,�!! E] O ZsF- V 0o p 0 o w � J W Z 0-4 El H ® > ®Lu x w o w = ® W Q w � � Z ~' � � A w Wiz O a = Q "' Lu ® ® W.W.M. PLACED IN UPPER o �. N E- z J 1/3 OF SLAB OR FIBERMESHmr .� o ® � REINF. PER PLAN ® u- 0 Lu - 1/8" (MIN.) SAWCUT x 1/4 OF 0 m SLAB THICKNESS SEE z FOUNDATION PLAN FOR LOCATION ® o DRAWN BY a � � � ° S. PROFFITT LU z u- m CHECKED BY � Z ® Ce a F. MEZA LUw �- SCALE m ¢ > SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED J ® J TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, 11X17 - 1 2 NOTED SCALE ® ® = AS CONCRETE ALLOWS WITHOUT RAVELING - / ® ® � SHEET DATE cUn 10.01.15 ® � 1 Lu SAW V C UT DETAIL SHEET REVISION INFO Boz = m ® l .N SCALE: 3/4.. _ 1._0,. zv o � ¢ Wcn � Co Lu Q SET REVISION INFO z s Q w 3: u') un J w s uj DCZ � ~ a � � m cacewz z 0 > z vrnSHEET DESCRIPTION ® � w FRONT WALL OF GARAGE Lnw ® z SLAB NOTES, z w ® PROVIDE 1 1/2" D x 5" W m z RECESS AT GARAGE DOOR SCHEDULES, oaw ® AND DETAILS cpi ¢ "PROVIDE 4 1/2" D x 8" W RECESS Lu J a SLAB RECESS 1 z IN SLAB Lu �; = z 4 1/ PROJECT NAME Ln a ® cn BRICK PAVERS w Lu z FINK FLR. / GARAGE ATLANTIC BEACH W HERITAGE On F--4 DOOR ws ® ° ° - SLAB = ® _ _ RECESS u, _ UVAL COUNTY z z o = ® = WAN PER - 5p LOT/BLOCK 50 CL Lu U) ® � w TBI NUMBER 50 � z ® Z � � o o ® � I �— MODEL ANASTASIA Ln Lu ' LaW > Lu ® z ELEVATION NAME Lu " w PLAN VIEW zLuu � o w ALL L- U) Q w 2 SECTION @GAR. DOOR cn Viz ® � .N z = � Z SCALE: 3/4" = l'-0" aj W U) m SHEET NUMBER in ® z = c~ -17 r� - 0 i— ® uj rnwm AlN Lu _j 0 0 LL- O Q V 1- o J ERIAL NUMBER 1010.1 s TO THE ST OF MY KNOWLEDGE;THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Dec. 21, 2015 LnU o �OF FZ N @�W rB A 6399 851-611 a R O O 81-61111,-8„ 62 -011 31-411 OVAN G. DRUMMOND,AIA AR 96399 2,_0„ 3,_6„ 3,_0„ 11_°11 101.811 3'_21' g�_101� 32'-2" 131.91T 21.611 10• ® " a ® � 12" SQ. COLUMN 10 COLUMN zw (TYP. OF 2) ' 0 ' (TYP. OF 4) Lu o GAS LINE Hg OA O E 0 F cn Lu 0 a m 0 I ao — — N a0 0 DC o - W cn Z p w - - - - -- - - - - - - - - - DBL_ - - - PANTRY Q O OVEN N E I N - 12 _ _ `. 1 Lu cG El II o ZD oGAS w ® 11 1 31'-211 T - - - - --COOKTOP 10'_g•' 11'-2" COVERED '1 KITEH EN lo 1 _pLANAI v, 10'-0" CLG.Lu No101.01G. DINING DW BREAKFAST STUDY IW o o W W z i AREA I I — —�— — — I i = =.N ROOM 10'_0" CLG. I N - E __ _ - - - - FLAT SOFFIT a w o ® PAVERS ON 10'_0" CLG. I 1 — — — — — — 6'_0" 1 I PANTRY 0 10'_0" CLG. - I 8 cin ^ o x O ' "' ® ao 00 1 - STEM WALL �' I I ( N SEE ELEVATION a A O w ¢ z rn ^ U) I o I OPEN 0 I REF I Z FLAT SOFFIT aQ _ 00 - a = ® T' T' '� I— DORMER BOVEJ _ 9'-0" A.F.F. TYP. N.O. — — W A 19 , W W ® I it I 131_311 1_ II I I_ II 11 — — — —,_„— — — — -, O Q oc z I 15 -11 38 _ 510 8 98 a'� I 2"X KNEE WALL @ 34 III `° `°ce I I N FOYER MT. PAVERS ON I I ~O a A ® MT. 1/2" HIGH ROUGH I - - - - --� III "' - - - - - o - - 116"d 21_Q � STEM WALL I I N N A O A va - - - - - - - - - - 1 1' - - - - " III d 161.011 I 8'-0" 1 6" 2'-8" - A7.82 ,�, z z - - I 3 -10 29 -0 I A7. 2 H�LL 1 w A7.82 FRAME HEADER � a o O _ ¢ - — — J 11 a 12 -0 CLG. 1.0 F- „_, I OUT TO MATCH > — — — —— 36 HIGH ALF 6 I W ® � I COLUMN WIDTH ¢ I _ WALL W/ OOD — — — _ - w � � 00 F- Z a I o f �r; CAP — O o o _ I � I ii ST IRS 9 MT , o _ I GREAT - — — LU � o � COVERED z l ROOM _ 5 U Ce co U- 1 1' 1 11 — - LDRY. STORAGE ENTRY C o z 1' ® I 10 0 CLG. 3 -8 �' ' 6 _ _ 9 -0 CLG. - 9 0 CLG. O_ 10 -0 CLG. o 10 X 10 AIR JUMPER 19 4 ill 3T _ o "' DRAWN BY I 11 S-0 1 1 I ❑ Z I , ❑ I " ' , 11 Oj " " 1 11 '� _' z ® w o 15 -0 -0 _ 9 - 6 -0 9 -8 — 8 -4 0 rn ¢ �n o 1 I o I — — — - S. PROFFITT Ce Z ® ^ 12 I I Ln I GAS FLAT — — — CHECKED BY o z O I I d- 1 SOFFIT @ — — — i-----II - {i RECESSED F. MEZA Lu on `� - I 8'-0" F.F._ — — — D. �� W. E AIR HANDLER „ L. PROVIDE 72 x 96 x LU d- o o _ — i SPCE aPAC i IN CLG. 30" RECESS FOR AHUSCALE o >- ce M - - - - - R H LINEN R&SH— �__ oc z w ,-� I — ----- r— — — — — — " " �, 22X34 = LE AS NOTED MASTER - - `,Y i — � � N oo — — — - A I r ® =' F BEDROOM W.I. 131 °" 1.9' T — — — I ,� ATTIC ACCESS 11X17 - 1/2 NOTED SCALE oo = 091.011CG. = 2 -7 8 6 10 _ �, 4 � I O _ _ I I =�I 10'-0" CLG. „ ,- , " I I I II ' , II 1 II I 11 _ 81-4 3 6 -6 2 -d p 3 8 5 8 2 I II X11 I SHEET DATE 0 Ce BUILD-OUT @ - 10.01.15 v ® " 22"X 3411 n iATTIC = `o 9 °° I II SII I I x W 42 HIGH A C SS = ® I M 9' 0" �- L — �, ATH 2 1 IL _JI I 1 / \ ® � C o to — — R&SH — 8 8 -6 8' 6" CLG. 9'-0" CLG. I r I ( / \ 1 o Lu SHEET REVISION INFO O z - ® I L —J wm � o - 10 ® Io F- w z vi N o d- '� I 1 NQ I L - - - -- - - � o Z = oma N I X I I = 10°c 11 - 1 � `' o �r I 1 Z TWO CAR � Lcu _ N 8 - _� I , I I ATH 3 I w o I O00 m"m 0 10'-1" r1 1 o r1 1/— I '-011 CLG. _ 1 J� � I� GARAGE LL J ~' oo I o - I I� 0 SET REVISION INFO z ® � _ = g = = MASTER 1'-2" _ ►_ = E D ROO M 2 N ETREAT 1 WATER 9 -o CLG. o o _ o s WIC �, ,� BEDROpM 3 SOFTENER o Z Q = o �' BATH 8 O . I 0 9 -0 CLG. 9'-0" CLG. ,-1 9'_0" LG. 1 LOOP z � vvi 1 r' 11 "' O 9'-0" CLG. I o ' q ¢ a oc m 6 91-0" CLG. 1 " 13 7 1 ' 1 11 1 1 " Z ® 0 4,_1„ 51.61' 7 .3 61.411 1 101.6'1 — — — — — 10 -10 o - - I - - - -- - X111_4'1 1' 22 _g - - - - - - — F- w _ o 11 SHEET DESCRIPTION � Wz � 0 1 1' S -7 Ln Lu W o o K.S. 1 s &s - - N FIRST FLOOR � wcn I d 1 2 c� N Z U H ..777777 Lu LA . ... ...... .. ...... PLAN m a z BUILD-OUT @ N 0 OA OA OA AO HB a ¢ W o 42" HIGH N , , SHED ROOF AND a V TEMP. GLASS SHWR. ' SHWR. SEAT @ TANKLESS GAS BRACKETS ABOVE z z = o 18 A.F.F. WATER HEATER w c? a ENCL. OVER 48 HIGH w cn ¢ U HALF WALL PROJECT NAME aLu ® ��„ ® 2'_OM 111-102" 21'-52" 51.41' 171.011 161.211 Z 1 11 ATLANTIC BEACH oo � 85 .6 ® HERITAGE Lu = p v ® W DUVAL COUNTY z o uj = 0 4' HIGH WALL AT SERVICE LOT/BLOCK 50 z z z Cie B COURT. SEE DETAIL 16 ON TBI NUMBER 50 z z A7.82 SHEET A5.3.82 MODEL ,--� ® azo '� ANASTASIA Lu Ln a Lu w ® Z FIRST FLOOR PLAN N w w z a ELEVATION NAME z w _W ® SCALE: l/4"= 1'-0" COASTAL ~ COASTAL u _ W V J QW CIO U Z = Z z w SHEET NUMBER W � � cn Q m oz = v~i -a p F- = C w e ADDITIONAL NOTES, DETAILS & SCHEDULESA2m82 � 0 o Z m CAN BE FOUND ON THE AM SHEET. Lu aOOo ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN FFFECT AS OF DATE OF CERTIFICATION BELOW. Ln U Dec. 21, 2015 O F�F4QuJ j ®c g AR 399 oc m 231-311 � J pp ' n U I— 91-311 14 -Q OVAN G. DRU OND,AIA 3,_3„ 7'_01' AR 96399 I Z LL I i L-y p Z O _ I ra= W UJ 0 ------------- --------- ---------------------- ----------------- ----------------- ----------------------------------------------------- ----------- I oo a C13 00 p W M o LL- a °C ® i tO O i ,.a v El o � z H Lu I O J Q I >LU m 0 Lu ®_ I BEDROOM 4 M W ® ® I I II _ I o a 91.01' CLG. - - - - - - - - - - - - -- OPEN ii — - � o 0 Lu cG ; o0 > ; 0 ; I 2'_(x'1 13'_0" , � ► , � J W Z I 7 o ® ® o ' B LOW 1 EL U) '1 " 6" ' x 6 waz a4 ::.. :.. ::• W ® I L------ Z A QI ----------------� ® I L F w Lu 0-1 ", ® I 61-611 9011 w = ® A CLG_ rA " 1 A7.82 x O O - U-1 Lu A7.82 - - - - - - - - , - - - - - - - - - - - - - - - - - - C - - - - - - - - - - ' - - - - v w A7.82 211 1' i a" LU ® ® ; 16'_21' i G ' 31_81' 6L_2LL 4 ---- - w N OEa = o a i 6" 3'_6„ , Ln J 1 ® ; WI :: �I Cn u, – – – CONT. 16 _ _ _ ------ HANDRAIL ® � m - '-0" TO '-10" 16 OAK " 1 o z ULT LG. R&SH STAIRS @ 36 ABV. ce a ® _ I g -01 NOSING z ® 00 W o BA H 4 CL 21 _ HALL _ = i DRAWN BY VARIES II ,� 9 -0 CLG. – 1 M W I 8'_811 0 9'_01' �- 9'_0" 10 L _ S. PROFFITT zwm ; _ °° z o I VAULT CLG. 2'-8" - Ln 7'- 3'-2" — — ; CHECKED BY WLn a ; 11.31' 0� 31-411 — FLAT SOFFIT @ F. MEZA ® � W i I — _ 8'-0" A.F.F. -- ---- SCALE Ina a > I — _ _ ; 22X34 = SCALE AS NOTED 11X17 = 1 2 NOTED SCALE ooQ ME H . �' o I _ _ / _ w m o i o A 2.... DN.I I ® � CLO ET, 22 I q'-o'- 0 SHEET DATE Ivo I 6-0" TO 1 L °C I VAULT LG. CLG. - ______ ;:;:: 42" HIGH HALF ; 10.01.15 WALL WITH o I SHEET REVISION INFO WOOD CAP , 1 a. o L®FT (TYP.) = mv ,-' cn 91_o" CLG. r Z U O 11 11 1 z 6 ya. mw � M ; 6 ' 151.611 lo - 1 Lu Q - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - 1 - �I o O - —; - SET REVISION INFO Lu pZQ = - - I , op Q } M � Co (� W Z 0 > Z I � Ln p 0 i OF" ; o w z SHEET DESCRIPTION g w cn Ln W o z 1 SECOND FLOOR ~'� zW � --- ------------------------------------------------------------------------- ------- ---------- ----------- I------------------------------- --------------------------------------------------------------------------------- Lu PLAN Ina z LU , tn Q 0 wCz7Jz $�- LU = z 4'-0" 16'-611 PROJECT NAME W Z 201.611 ATLANTIC BEACH p ® Z W HERITAGE Lu V p ,��., c=nLU DUVAL COUNTY z o = o B LOT/BLOCK 50 E zzz ` 0- z o Z A7.82 TBI NUMBER 50 M M MODEL a cn p • Q � z �1 M w o Q 17! a n a Ce ANASTASIA M H `Z j o `� Z Ln ELEVATION NAME N W SECOND FLOOR PLAN z U II 1 11 N ca- � o SCALE: 1/4 = 1 -0 COASTAL COASTAL L W Lu C) �� �ii V o W � � m SHEET NUMBER 0- 0 V) o a ADDITIONAL NOTES, DETAILS & SCHEDULES may,` W m w ■ : U ■■■■ T. W J z J V- Q a o o CAN BE FOUND ON THE A3.N SHEET. ERIAL NUMBER 1010.1 o TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS (0=DOOR U L E DRAWING OMPLIES c1THE AP2015 PLICABLE MINIMUM BUILDING CODE IN EFFECTASOF DATE OFCERTIFICATIOND00R TAG DOOR SCH E D BELOW. Lnu CALL-OUT Dec.. , `v TYPE SIZE REMARKSuJ �� r� G• �-- 1 THERMA-TRU INSULATED 3f-01' x 8'-0" W/ SIDELITE W csa0 ENTRY DOOR ^� 399 m TEMPERED � J o ® 2 NOT USED OVAN G DRUMMOND,AIA AR 96399 3 OVER HEAD GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED z ® STEEL PANEL Q o 4 SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED / 4 PANEL V) � 5 DOOR 2'-8" X 8-0" SELF CLOSING, SOLID WOOD NOT LESS THAN EJ Lu n w o 1-3/8"/OR 20 MINUTE FIRE - RATED 16ne p a ® z J 6 HOLLOW CORE DOOR 2'-0" X 8'-0" cc w M oa N o ® 7 HOLLOW CORE DOOR 2'-4" X 8'-0"Lu a a o w o w ¢ 8 HOLLOW CORE DOOR 2'-6" X 8'-0" H o > C° 9 HOLLOW CORE DOOR 2'-8" "X 8'-0 O �1 o P ® o z 10 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-0" zr, o 0 0 o ® � ® 11 HOLLOW CORE BI-PASS DOOR 6'-0" " X 8'-0 o Lu o Lu z 12 HOLLOW CORE DOOR (2) 2'-4" X 8'-0" y H 0W ® 6-411 o > o 13 GLASS SHOWER DOOR 2'-0" X TEMPEREDLu Z w a ® 14 NOT USED a Q O ca w Z Q Lu ® 15 NOT USED Q U cn 16 HOLLOW D '- " a LL. o CORE DOOR 2 6 X 6f-811 @ a A w ru ® 17 NOT USED Lu 18 NOT USED Itsx ~ oc ® 19 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" a N z a 20 NOT USED ® ® 21 HOLLOW CORE POCKET DOOR 2'-6" X 6'-8" ® ® J 22 HOLLOW CORE DOOR 2'-8" X 6'-8" INSULATED vCem a0 Ln � o WINDOW TAG ® G' (�EWINDOWCALL-OUTWIN OW SCHEDUL CST. DRAWN BY LL; Uce TYPE SIZE REMARKS S. PROFFITT z ® CHECKED BY � L A SINGLE HUNG 25 36" X 62" VINYL/LOW-E/EGRESS F. MEZA 0 Lu It B FIXED GLASS 48" X 64" VINYL/LOW-E/TEMPERED SCALE >- pe Ce ¢ LU > C FIXED GLASS 32" X 16" VINYL/LOW-E 22X34 = SCALE AS NOTED o ® � D FIXED GLASS 18" X 24" VINYL/LOW-E 11X17 = 1/2 NOTED SCALE ® ® � E SINGLE HUNG 26 36" X 75" VINYL/LOW-E/EGRESS SHEET DATE F SINGLE HUNG 25 (2) 36" X 62" VINYL/LOW-E/EGRESS 10.01.15 T ® G FIXED GLASS TRANSOM 36" X 62" VINYL/LOW-E SHEET REVISION INFO o C)e O = m ® cam - INSULATION SCHEDULE Lu M0 ¢ w n � LOCATION TYPE R-VALUE U.N.O. Ca ca Lu ® J CEILING @ LIVING AREA FIBERGLASS 38 wa ® o SET REVISION INFO Z ® � EXTERIOR WOOD FRAME WALLS FIBERGLASS 19 o cn J = Qg WALLS TO LIVING AREA FIBERGLASS 11 m CDa! wz z 0 > AREA CALCULATIONS: CST ( w = 1ST FLR A/C LIVING AREA: 2 669 S FT. z v Q' SHEET DESCRIPTION ® w z cf' 2ND FLR A/C LIVING AREA: 609 SQ. FT. Ln (Dw ® FLOOR PLAN z� o TOTAL A/C LIVING AREA: 3,278 SQ. FT. NOTES, SCHEDULES, m � az > o COVERED LANAI' 230 S2. FF: AND DETAILS z z J z GARAGE: 602 S . FT. cn 2 -� Q TOTAL: 4,182 SQ. FT. a Ln ® = z PROJECT NAME W _ZATLANTIC BEACH ® W ® � HERITAGE W = � ® v Lu n DUVAL. COUNTY z ® Wm: LOT/BLOCK 50 z ® v, TBI NUMBER 50 a cn z ® � MODEL z zcu ® Q n �' ~ m ne ANASTASIA Ln z Lu U.J ® a ELEVATION NAME wu- z Lu U- zLuu ® w ALL Eon L ~ zo z SHEET NUMBER W � Lcnem Q c� z = � a o ® W m U A3 , Lu io ® � a z �- o J ERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS THE APPLICABLE MINIMUM BUILD NOTES: DECODE NOEFFEQ WING CMPLIESOF DATE OF CERTIFICATION BELOW.ING Dec. 21, 2015 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY "oF iF" N c2TOP OF RIDGE INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS uJ NOTED OTHERWISE. �' °R`"" F=-- 5.2.8 �-- 7 - 5.2.8 A ::. fi U' 99 ... -- - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH HEEL HGT. ..... _ - ELEVATION. `' HEEL HGT. r o ® TOP OF PLATE '-- �� "CORAL-LIGHT" OR EQUAL PRE-FINISHED ..... - ..... h.,.... - - _ __ __��_ �\-- - � I_-- -- "CORA �� E U OVAN G. DRUMMOND,AIA - -' - - - TOP OF PLATE AR 96399 �� - - - - 1 f - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. 4.I TRIM @ ,- - --,, - l l U.N.O. 0 o CORNERS - ;- - - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST'FROM FOAM z�c o, __ ,1____ -- �, -- - FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. 19 zo °u; 2 FLASHING , El FLASHING � _ - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST qm) j � � "2. ,�� _ _ � _ INTO THE UNDERSIDE OF THE OPENING. 00 oc z m 0 N Lu W r, c•T ® � o 2 FIN. FLR. N T�r'i - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO �' `� a el- CIS w F- - HEEL HGT. i _ _ _ _ _ _ m U-1 Cieo amu; _ — - - -�- - - - - _ - _ - _ - _ - _ - - v o �� BE FAUX WROUGHT IRON ALUMINUM. '� H ED o �, a r�L ~� TOO�OF PLATE Lnico H o m - - - - - - - - - - - - - - - - - - - - - d" N Lu - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY Q A5 , 82 w ~ o N TOP F PLATE _- > W o - - - - - - - - - - - - _ _ - - _ _ __..... _._..____�_ °; o o MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. U o l oo _ (:: �. I _ o v) 00 0 a !=L z THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE N m w = 5 j I I 5.2.8 M�� SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN w o 0 Lu z �v _ 5'2'8 1-- 1 - I I �r WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND -L O I .... .... .. `>pu ® ® I I _ i I _ _:. _ I I o APPROVED PRIOR TO INSTALLATION. x cn ® I I:: I o I.._ I CD a p Z w ¢ z I I - I:- I - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH a Q O F- _ ® -- 1 : - 1 I LIGHTS WITH TOLL BROTHERS P.M. w z Q W ® i W a o __ - _ _: ._ .._. _- � _ -_--- _ . ___ I ADDITIONAL ELEVATION NOTES: w = ® FIN. FL.-d __..:..... ........ ......_. L I FIN. FL. O a � x zTP ------- 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL O A I Lu Lu J a g o F--4 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS a, O N 4 6 i' Z J A/C EQUIP. 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN w ® C ENCLOSURE 3 5.2.8 5.2.8 8 ADDITIONAL 1/2 DROP o TYP.".2.8 ® d LU m 5.2.8 Ce z FRONT ELEVATION 0 o v, SCALE: 1/4"= V-0" COASTAL Q DRAWN BY LU U S. PROFFITT Co Z ® CHECKED BY c Ce F. MEZA L. rL LL_ oc SCALE m a > METAL ROOFING 22X34 = SCALE AS NOTED 0 o Q PER CONTRACT 11X17 = 1/2 NOTED SCALE F_ Lu 0 0 SHEET DATE ce Ln b HEEL HGT. 10.01.15 - - - - - - - - - - - - - - - - - - - - - � � TOP OF PLATE - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - aoz ...... - U-) V) 0 Lu z ¢ FLASHING I >- mLL, � _ 5.2.8 ro z o w FLASHING '� 4" TRIM @ I SET REVISION INFO 0 W x i- ------- ------------- --- ----------------------------- -- CORNERS U f- gLu ce Ce Co 1 ag Lu N p o = - 2ND FIN. FLOOR 5 w z '� HEEL HGT. SHEET DESCRIPTION p wcn N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 528 u' uj zo N TOPOFPLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - : FRONT AND W � -- - SIDE CQ ce - __ __ m F771 '� vai' Q I �.: ELEVATIONS . _ _ . _ _. _ _ . o I 1 ( 4" TRIM @ Ceo Lu Lu = z f = I ..._ ...... CORNERS PROJECT NAME cn Cev%cncp�n } ___ _ __ ® W Z w r � °° i '-o' I ATLANTIC BEACH ....... ...... ® ® � I o' 1 1 HERITAGE Lu = act o I l ._... ___... _ _ __ __. _ _I_ �- ..... _ v W FIN. FL. } - - - .. ..1. 1 __ DUVAL COUNTY z0W = o i. �, 50 F- E: zpzz '� Q z p cn TBI NUMBER 50 Ln S ' u' p 4 6 3 8 MODEL• o � z �.L zQ g 5.2.85.2.8 ag TYP. ANASTASIA `;' � � � � 5.2.8 Lu Lo w Z _ ELEVATION NAME wu- zQ N z w COASTAL W RIGHT ELEVATION cn .- E vi F- Z o SCALE: 1/4"= 11-0" COASTAL m z ADDITIONAL NOTES AND SCHEDULES CAN BE SHEET NUMBER 0 o _ FOUND ON SHEET A . ® Zw � LE S 5 2 82 ao Q � � w J Z METAL ROOF SYSTEM w _joo � Q avi- o J ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ,n U Dec. 21, 2015 C) FOFice F� P1 @�w ----------- -------- 7 m, 399 r------ ---r-----------------1 O O I I 1 II II I I I I i `• it li I N I ' I OVAN G. DRUMMOND,AIA AR 96399 1 I L-----=JJ Z W I W` o Z METAL ROOFING `_ a o PER CONTRACT -- r1 OU) [-u 7 _ . ...... U-1 Ce ...... ........... ........,� 5.2.8 jI 5u � I Lu coc TOP OF PLATE 2 I I I Co HEEL HGT. -T 51 - - - . - - - - - I `--- '�^ 00 o w J HEEL HGT. �. TOP OF PLATE I I N� ` w M ....... .. ...... ................................................r... ........1 ....... ® � ® TOP OF PLATE _ ___.. __ _-T ___-- - - _________ _ _____ Lu Ce ..,.�� ....�, _. ... CIS ... .. ...... ._ ._ , I , O 'S Z ..... . ...... I I I 5:12 J w Q s ... ... ..... .. . LU W rn Lu i ., „�. .. ..... .. 1 I I I O = _. _ /y.c....... i p € _ l L---------------------j I 1 � ° ..... „ �\.... `-------------------------------------------------------------------------------------------------------------- w ® FLASHING 1 d .. ........ ............... (1) w d J W Z 1--t H O > O ........ > w � _ x W o _ ... _ - Q, o o _ 2ND FIN. FLR. .. 2ND FIN. FLR. w Q O a z HEEL HGT. ------ �� - HEEL HGT. �_� _ ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. I Ln - - - - - - - - - - - d- z ® TOP OF PLATE _ _ SCALE: 3/32= V-0" COASTALne o a la A v _____._.___ ......._ a o ._..._._...._ _....__ _ _. _.................... - - - - - TOP OF PLATE Q i I i _ i _ I-41I PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO ° a i TYP. VERIFY LOCATIONS N ® M rl-I� .... .... .. .....I .__._ ._. .... f7� Lu W J 1 1 I I.. 1 i--1 0 ..�. ..._ x o ,-I o o I �_ o _ ........ _ ___ ... ROOF VENT CALCULATION : ac ,__, o .. fi o, 1 _ w 1 pe I . oLu I _p -- — - - ------ . 3,573 sq. ft. CEILING AREA = 23.82 sq. ft. (REQUIRED) ...... ..................................... 150 Q p _._ _ _ FIN. FL. DRAWN BY a FT � w — - - S. PROFFITT v w m z o CHECKED BY W ¢ S F. M EZA g o z ° 5.2.8 SCALE ED a > 22X34 = SCALE AS NOTED o Q 11X17 = 1/2 NOTED SCALE REAR ELEVATION ® SCALE: 1/4"= V-0" COASTAL SHEET DATE 10.01.15 w �+ � ® � SHEET REVISION INFO aoz _ _ METAL ROOFING ~ w z cn PER CONTRACT � cnOC� ¢ = n � w Lu Q a Lu _ I TOP OF PLATE SET REVISION INFO J LU - - - - - - - - - - - - - - OaQ = v w V F— Ce W z FLASHING I LL TOP OF PLATE � o > � W = - 4" TRIM @ 7 � z v Q SHEET DESCRIPTION o w z "' I CORNERS = 5.2.8 _ U) W ® Z MIS MIS REAR AND _ O W N O = r- cy, o J FLASHING - LU W SIDE ELEVATIONS am22 � z x = - -------------------- ------ ------- W Zz = o i & ROOF SLOPE PLAN Lu ¢ a I 2ND FIN. FLR. ICe w = z I - - - -- - - -- - - -- - - -- - - - - - - -- - -- - - -- - - -- - - -- - - -- - - _ - - _ - - _ - - _ - - -- - - -- - - - - -- - - -- - - _ - - - - - _ - - _ - - -- - - -- - - -- - - _ - - -- - - -- - - _ - _ - - - PROJECT NAME C; �� o r - HEEL HGT. ATLANTIC BEACH O w z z N w Lu = ® - - - - - - - - - - - - - TOP OF PLATE HERITAGE v Zn W DUVAL COUNTY C:) LU I r11�Y W 1 LOT/BLOCK 50 W � � _1 _ z o ___ __..- - _ _ I t TBI NUMBER 50 Ln a Zb z w ® Q - _ - - - - - - - - - - - - � � MODEL 'Ti W Q - 5.2.8 ANASTASIA Ln w o a FIN. FL. ELEVATION NAME N (�UJ V W W Z ® \ W COASTAL ICU QCle w7 9 - - - - - - - - - - 6 Cn vi t=- u 3 A/C EQUIP. fon z = z z 5.2.8 5.2.8 ENCLOSURE 5.2.8 �° o W �m TYP. ADDITIONAL NOTES AND SCHEDULES CAN BE SHEET NUMBER o = FOUND ON SHEET A5.2.82 _ $ vi►-, o Qb � � oWmW FT ELEVATION t77z A5 , 1182 .-Ai = .-J u- LE METAL ROOF SYSTEM w w < o o 0 SCALE: 1/4"= V-0" COASTAL Q ¢ c� i- o J ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ROOFING PER ;n z CONTRACT, ON r Dec. 21, 2015 - 1X6 HEAD "� z }' SHEATHING �� , SIDING PER ELEVATION �OF FC w 2X6 W/2" >` ROUND VENT := ~' FLASHING = O LL , FLASHING C7 24 O.C. 2nd FIN.FLR. 1X4 m @ 3/OLL 2X4 SUBFASCIA v ` I x 2 CAP 9 99 O CASING O O CEMENTITIOUS 2X4 OUTLOOKER - -- FTN: FLR_ c� I SOFFIT t �,� 2X RAFTER TAILS METAL DRIP 2X4 LEDGER ovAN IA ........... ....... b....., a,.. @ 24" O.C. cV FLOOR 1 X 2 CAP - G AR 96399 ND 1"x6" FASCIA SYSTEM METAL DRIP 1 X 6 TRIM 1 X 6 TRIM 1,-4„ TRUSSLAYOUT z w 1X4 FASCIA O.H BY ENGINEER 1 X BLOCKING 1 X BLOCKING O 2X6 RAFTER HEEL . Z ® TAIL @ 24" 1X6 TRIM BOARD CAULK A �;% 11 4LI 1� OII S aC .- en O.C. �: ,-, ` SIDING PER - - � NEEDED C SHAKE SIDING - 5/4 SILL ,y w ELEVATION 0.H WALL := ... z cn ® u : w `� PER PLAN = oC K, ... 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I I 2x2 -_ O -�__._.._.—.__ 1 2 C .... ................ ..... o M DRAWN BY a OVE SIDINGLu 3%" S. PROFFITT LU Pli Z 0® in -- - BOTTOM STRUCTURAL POST ' ® z 6.. 2.. 4.. L_5.. 3., 4.. RAIL 1��1 �„ DIA. .. CHECKED BY w Q SIN ROD 1X6 BASE W/QUARTER z„ I I F. MEZA En � M STARTER FRONT VIEW SIDE VIEW ROUND EDGE I I SCALE O STRIP I I Zo ® ? FRONT VIEW SIDE VIEW 0'-0"FINISH B 22x34 = SCALE As NOTED o 11X17 = 1/2 NOTED SCALE Lu M_I� Ll- inO `n (��BRACKET DETAIL 6 LAP SIDING DETAIL 7 SHUTTER DETAILO O ocSHEET DATE w � 9.2 SCALE 1"=1'-0" SCALE NTS"=1'-0" SCALE 1"=V-0" - , 5.2.8 5.2,8 5.2.82 .� 100115 a Boz A5.2.82 - SHEET REVISION INFO O �- . qN BRICK _ mom ~ w Z Ln FOOTING . . Z V) O Z (PER STRUCTURAL) y Qw (n , , m W m J Lu Q ® 0 - � � W � Mo 8 SET REVISION INFO Jw _ COLUMN DETAIL if O cn SCALE 1'=1-0 0 Q 5,2,82 m C� cc W z Z ® ® � Lu z v . 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FIXTURE ® ® ® 12x48 FLUOR. FIXTURE O N Lu z 24x48 FLUOR. FIXTURE ® ce ® SS EXHAUST FAN ® ® �' �0 EXHAUST FAN w/ LIGHT v m t o ® I�JE.M. ELECTRIC CO. METER z DRAWN BY ® w M GAS CO. METER c� m ®SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR S. PROFFITT N® Z sD SMOKE DETECTOR CHECKED BY w a $ SINGLE POLE SWITCH F. MEZA 00- w3 3 WAY SWITCH SCALE m a > $ 4 WAY SWITCH 22X34 = SCALE AS NOTED ® Q $ DIMMER SWITCH 11X17 = 1/2 NOTED SCALE w 4 PUSHBUTTON "- O ® LEDDISCONNECT SWITCH SHEET DATE ce ® � O JUNCTION BOX 10.01.15 ® � ry TV JACK SHEET REVISION INFO O z >- ® w PHONE JACK - PREWIRE ONLY _ °° � ® Lu � _ ® THERMOSTAT ® cr� o OO PHOTOCELL - SOFFIT MOUNT Lu z Q PHOTOCELL - WALL MOUNT Lu �d ® ELECTRICAL PANEL w ¢ SET REVISION INFO ® ® SP SPEAKER WIRE FROM TOP OF WALL (n ,w vw) O U) LU _ KEYPAD Q (n CHIMES c� � w z F====� STRUCTURED PANEL (a.k.a. SMART BOX, ® ® ® COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) 3: tnINT. INTERCOM SHEET DESCRIPTION ® 2: Lu ELECTRICAL _ ( UJ ® SCHEDULES Cj3 � � z FOR REFERENCE ONLY Lu o AND NOTES � ( >Q Lu w = z PROJECT NAME w ®� o ATLANTIC BEACH Ce � � � Ce W z Z HERITAGE wU � o U w DUVAL COUNTY pu.. cn ® =ro LOT/BLOCK 50 E ® � TBI NUMBER 50 Lnn n- En O ® bz ,� z w ® ¢ MODEL Q 0 zC,-eLmu ce ~ ANASTASIA > Ln Lu �' CD ® z cv wWaQ ELEVATION NAME N Zaro w ALL n Q = N ~ Z O z = u a r Z SHEET NUMBER 0 ® z = � ou -a ® s- � .� o a � � ® w m w v E N tE o o LL J ERIAL NUMBER 1010.1 ;;Fcu �- o 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln rt. z C> TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING OF Ft U= = i- 1. INTEGRATE INSTALLATION OF WEATHER RESISTIV �b° E 'S7 (D ne BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER ; oc m RESISTIVE BARRIER & Rees g- J INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE y MTSu F " u i- HEADER TO ALLOW FOR FLASHING INSTALLATI 1. CUT, FOLD UP &TEMPORARILY ovAn� M "ON" IP;AIA 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER BA RIER ABOVE HEADER TO EXTERIOR 99 BARRIER ALLOW FOR FLASHING RESISTIVE SHEATHING 1. PPLI CONTINUOUS z u.. INSTALLATION BARRIER A ED FLASHING '-' 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6" o WEATHER TAPE SILL PAN HE INTERIOR FACE OF z ® FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER E MASONRY OPENING a 1-1 2 z U) BARRIER WEATHER RESISTIVE BARRIER SILL, JAMBS, AND HEAD) o , _ �, (ASSEMBLED 1 Lu i- t 3. FOD WEATHER RESISTIVE WINDOW ) T 2. SEAL ALL JOINTS OF cn w o ® SILL PAN MASONRY WITH a, 0_ 1 BA RIER BACK OVER HEAD 2 oc z i ® F CONTINUOUS SEALANT. SHING AND SEAL WITH TAPE x x w N o w J a M o 0 1 c c FLASHING 03 a a o w Lu ® j : DO NOT FLASH � z v ; � H o ,,, Q OVER BOTTOM o LjLJm _ CORNER NAILING FLANGE O A w uu o , PATCH W o oox r OO �, o z ',: : NO ES: N ® 3: o t O 1. F SHING TO BE FLEXIBLE SELF-ADHESIVE TYPELu S (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 w o >® FLASHING FLASHING x w o :; 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF Q., p Z "' INDOW SILL PLATE. 4....r ® Q x v ; <: . NOTES: IN D Z Q 3. I STALL FLASHING ORDER AS SHOWN BY NUMBERS. Lu e uj ® 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) Q Ln a CONFORMING TO AAMA 711-07 o r 4. I STALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED a A w w _ o ARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS r � x p A z� LU 3. MECHANICALLY FASTEN AS NECESSARY PRE-CAST SILL a O 1P Lu u- ® o Q E;_1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL (ExT_-2� TYPICAL WIN DOW FLASHING DETAIL NOTE: CLEAN OFF o D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) NY DEBRIS 0U- o OPTION - A CO RAKE JOINT AT WINDOW 0 EA APPLYING U 232m E PERIMETER CAULKING 0 Ln a oc o0 I1 FLASHINGWIND E SECURED DIRECTLY WINDOWS TO TALLED in ® � 6 LU X TO THE RE AS DESCRIBED PER AAMA 200-1 DRAWN BY CONT. DRIP EDGE u j CANT STRIP ON PRODU VAL M. STRICKLAND ACROSS DOOR HEAD z w m TO DIVERT RAIN WALL PER PLAN CHECKED BY orc o ¢ SILL PLATE WALL PER PLAN W ED 0. SWAFFORD Lu Lu s cl- Z w SEE NOTE #2 RAIN DRIP -SCALE m o > Ir XTERIOR REGLET 22 X 34 SCALE AS NOTED 3. INSTALL BUCK. PROVIDE DOOR 11X17 = 1/2 NOTED SCALE o a LIQUID APPLIED FLASHING Liu v=i WALL SHEATHING N cn WITH WEATHER EXTERIOR P.T. WOOD BUCK SET IN �� OR MONTINRUOU ALANT 0 o o RESISTIVE BARRIER WINDOW CONTINUOUS BEAD OF 0 SON F SHEET DATE BUCK PRIOR cc cn INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLAT ON PRODUCT APPROVAL 4. SEA OINTS (BUCK SHEET REVISION INFO o � NOTES: LL NOTE: U o- 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) DRYWALL TO B D BUCK TO = m CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR F- ® MA WITH U) - NOTE: ) o Lu o 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS C OUS SEALANT. ABOVE THEM AND DOORS THAT HAVE A SEC DND WINDOW BUCKS ARE AULKED TO WALL & WINDO S CAULKED a w z � STORY WALL ABOVE THEM. � OVIDE A LIQUID m m ,,., � 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AN OR PERIMETER J Lu ¢ ® o PLIED FLASHING OR ELF-ADHERING FLASHING SET REVISION INFO W w TERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW PICAL WINDOW TOREMAI(NUNSEAED). om < = WA cUn >_ 6. INSTALL WINDOW. w Z (E��_5 EXTERIOR OPENING O R BEAM EXT-6 HEAD DRIP DETAIL EXT-7 HEAD DRIP DETAIL JAMB SEALANT DETAIL PROVIDE A CONTINUOUS z o o 0 D3 N.T.S. (EXT-5) ®3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) N.T.S. (EXT-8) SEALANT TO ALL FLANGES LU o OF WINDOW EXCEPT AT o w z U-) SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION V) w o z 5 EACH END). STANDARD Lu 0 z w 4 7. PROVIDE CONTINUOUS NOTES $l DETAILS >-co ce o SEALANT AT INTERIOR AND o ¢ w o EXTERIR. REFER TO AAMA SOTANDARDS FOR I.- z = z . COURSE STUCCO ON 8" CONC BLOCK WALL PT WD BUCK INSTALLATION STEPS. w 2 a a - #5 CONT SLOPE W/ #5 IN GROUT FILLED CELL W/ PRE-CAST SILL Z .---- MIN. 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" O.C. PROJECT NAME Lu `" HOOK BAR DIRECTION (SEE CHART I & BEND DOWN INTO STAIR. cc Q � �' * FOR SPACING) =_---------= ROOFING PER CONTRACT O N (2) TO THE BEST OF KNOWLEDGE,THE DESIGN DEPICTED THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LAYERS OF 7/16" SHEATHING CODE IN EFFECT AS of DATE OF CERTIFICATION BELOW. Ln (CONTRACTOR TO PROVIDE PRODUCT ��.� N APPROVAL FOR ROOFING SYSTEM) SEE PLAN c!i G.LU y `J^ �, EF r!!� 2X6W/ 2" DIA. Q I ooc ROUND VENT @ -' x R9 399 24" O.C. r- ' ti� v E- METAL DRIP � ��........ ,� G. EDGE OVAN DRUMMOND,AIA CARIBBEAN CLASSIC COASTAL SHINGLE 1X4 FASCIA -� AR 96399 CEILING INSULATION Q o LEGE1 YO N.T.S. 2X6 RAFTER TAIL In (SEE ENERGY CALCS.) cn SOFFIT z w @ 24" O.C. 1/2I. RIGID GYPSUM BOARD o w DBL. 2x SYP. WD.® 3/8" CEMENTITIOUS TOP PLATE v� it o m El SOFFIT 2x SYP. #2 WD. STUDS w � M FINISH MATERIAL a U- PER ELEVATION f1 @ 16 O.C., TYP. a Lu z WALL INSULATION m 1 X 6 HEAD TRIM (SEE ENERGY CALCS.)LU A 0 w ® 2x SYP. #2 WD. HEADER w 0 0 = -SEE SCHEDULE vi00o z x F- Lu � o BACKER ROD ; SCHEDULED WINDOW � o 0 o > ® WINDOW ATTACHMENT x v S Lu w z AND SEALANT SEE FLOOR PLAN w Wo 5/4" SILL COMPLIANT W/ FBC-R a O o Z s 2x SYP. #2 WD. STUDS @ a L _ ® 1 X 6 APRON 16" O.C., TYP. w A Q Lu w Z EXTERIOR STRUCTURALI I�:, A z v Q SHEATHING AS REQUIRED WALL INSULATION Lu a2c z BY FRAMING DETAILS (SEE ENERGY CALCS) �a a A w 04 x a WATER RESISTANT BARRIER O A >- z (2 LAYERS REQUIRED) CONNECT WALL PERLU Z LU Q' o POLYETHYLENE HOUSE WRAP FRAMING DETAILS o p �' ® OR APPROVED EQUAL SYSTEM ® J FINISHED BASE MOULDING a o w N 2x SILL PLATE ® oc 3/4" GYPCRETE (OPTIONAL) F- 0 2x RIBBON FASTENED TOP OF TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR o m /F TRUSS ENGINEERING TRUSS 0 En ROOFING PER CONTRACT ON (2) x S OF 7 1 SHEATHING Ln LAYER / 6 DRAWN BY Q' Lu (CONTRACTOR TO PROVIDE PRODUCT "' v � w APPROVAL FOR ROOFING SYSTEM) SEE PLANca Z4 > D. KRAMER z Ir WAINSCOT/TRANSITION CHECKED BY � voia 2X6W/ 2 DIA. - w °; ROUND VENT @ 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE -'� TO FLOOR TRUSSES REQUIRED OVER GARAGE o 24" O.0 - SCALE - PER TRUSS ENGINEER (SEE ENERGY CALCS) m LU ¢ > - DBL. 2x SYP. WD. TOP PLATE 22 X 34 = SCALE AS NOTED a EDGE DRIP - 11X17 = 1/2 NOTED SCALE o ® _ - 1/2 RIGID GYPSUM BOARD Lu cn 1X4 FASCIA yyy PRE-ENGINEERED WOOD FLOOR 0 0 TRUSSES (VERIFY W/ TRUSS SHEET DATE d o CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) ;; v (SEE ENERGY CALCS.) OL 2X6 RAFTER TAIL 1/2" GYPSUM SHEET REVISION INFO o ® @ 24" O.C. 1/2" RIGID GYPSUM BOARD WALLBOARD ON STUDS Lu >- W WALL INSULATION x °° �-' 3/8" CEMENTITIOUS DBL. 2x SYP. WD. ~ w z cri SOFFIT TOP PLATE 1 X 6 HEAD TRIM (SEE ENERGY CALCS) z = o z 2x SYP. #2 WD. STUDS ij{ } . aLcuo w FINISH MATERIAL @ 16" O.C. TYP. m J PER ELEVATION `} HEADER ,WALL INSULATION SEE FRAMING Lu a ® o ;f PLAN FOR SIZE AND DEPTH z ® � 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) SET REVISION INFO o cn J = 2x SYP. #2 WD. HEADER 3 QU, } -SEE SCHEDULE a- ac o0 ® o BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW �-. w = AND SEALANT (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN) w z (n � WINDOW ATTACHMENT ! WINDOW ATTACHMENT SHEET DESCRIPTION (A w o z 5/4 SILL i COMPLIANT WITH FBC-R 5/4 SILL COMPLIANT WITH FBC-R z W o 1 X 6 APRON j 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON ac o STUDS W/ WALL INSULATION R SHEATHING TO STUDS W/ WALL INSULATION STANDARD o a w o BEFLUSHWITH THE EDGE (SEE ENERGY CALCS) BE FLUISOH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS v% ¢ U OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS Lu J Q GAP BETWEEN FOUNDATION @ 16" O.C., TYP. GAP BETWEEN FOUNDATION @ 16" O.C., TYP. w _ AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING I 2x P.T. SILL PLATE PROJECT NAME o WATER RESISTANT BARRIER - CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION Q (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS ® w ? w POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP Lu = ® OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE a ® _ FLASHING FLASHING En W FINISHED BASE MOULDING FINISHED BASE MOULDING o u- cn MAIN FIN. FLOOR MAIN FIN. FLOOR z ® = o ELEV @ 0'-0" d� ELEV @ 0'-oII - �m LOT BLOCK Z z oz � Lu o z - � � 'o z 4 � � TBI NUMBER cn o z _ II � _ II MODEL o zo 4 CONIC SLAB W/ 4 CONC SLAB W/ z '~ VAPOR BARRIER VAPOR BARRIER ALL . Qocn � V) LU Ln E W ® z Lu Lu � z a REFER TO STRUCTURAL ZE REFER TO STRUCTURAL DRAWINGS FOR DRAWINGS FOR ELEVATION NAME v '� - COARSE COUNT & — - COARSE COUNT & a v oc w • A • FOOTING SIZE d Lu N - FOOTING SIZE a _ (PROVIDED BY • • COASTAL OTHERS) - = (PROVIDED D BY z = z w 3�: cmem - — - SHEET NUMBER ® o = EXTERIOR WALL W � CQw 1 ETI NWITHWIND 2WO-STORY W m _ S C O OW TWALL SECTIOND 7 Lu au o TT _ T_ IT II _ T_ II ERIAL NUMBER 1009 J o o �- D7 SCALE: 3/4 - 1 0 D7 SCALE: 3/4 1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CER71FICATION BELOW. Ln u ® � SET MIRROR 3" FROM SET MIRROR 3" s E DRYER VENT TYPICAL .,y ce END OFF BACK SPLASH MIRROR=VANITY -5° FROM INSIDE CORNER (TYPICAL) �� ��oRr .f a �uj GAS PIPE (TYPICAL) � au � f o FOR GAS DRYER ONLY 0 '? cc = m d J 11-211 r-- -----------------� M � � � 963 00 G __ ce o Y DRYER VENT TYPICAL COUNTERTOPS 0 (TYPICAL) D 11 = f ce OVA' C MMOND,AIA cy- GAS PIPE (TYPICAL) ko (VANITY 5I) MIRROR co w >> FOR GAS DRYER ONLY ? o OUTLET BOX _- `�' Q 1/4" MIRROR DRYER VENT BOX- . mCENTER SIDEWAYS - ATTACH PER MFR. 1-1 cn IN BACKSPLASH00 �� INSTRUCTIONS z s„ � Lu 1/2 RECESS O .� 11 DRYER VENT BOX- 0 ® � F1 1:1FOR MIRROR ATTACH PER MFR. El Lu - 2X4 HALF WALL INSTRUCTIONS vs oc "' `� 2" YORKTOWNE 0 P.T. SILL PLATE �, P.T. SILL PLATE >, d w N rr� u_ ® TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) a a M Lu z CABINET a O VANITY MIRROR INSTALLATION INSTRUCTIONS: H w El O Q 0 w F 0 1. M RROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL W o ® mow o _ 2. A BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: C3 � ° CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, N Lu ® NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. �; o a o > o ce ED COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEF RE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM xEa '> o1 1" - FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. ® FF- z 2 / O a O - KITCH HALF WALL DETAIL (INT�-2M STER BATH MIRROR WOOD T IM DETAIL ('INT�-3DRY R VENT B X F R DRYER NLY INT 1 E Q c� cn ®$ _ 1 1� (INT-1) ®$ SCA E: 1/211 = 1._®fl (INT-1) ®$ 1. _ 11 INT-3) o2 SCALE: 1/2 - 1 -0 SCALE: 1/2 - 1 0 ( O a a A 7 cez TILE OR STONE ON 1 2" COMPARE O A Q w HARDI BACKER BOARD MANUFACTURER'S a F— OVER 4" EXT. PLYWOOD DIM OF TUB & o O n o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION N U.JZ a TO CONTRACT SPECIFICATIONS) ce ® ® WALL TILE ® ® J REFER TO FLOOR PLAN, VARIES - SEE PLANS v 2X BLOCKING BETWEEN VARIES BY MODEL Lu ® z 1 ROW OF TILE STUDS (3 WALLS) z ® 0 J 2X4 @ 16" O.C. < °i VINYL LINER (3 WALLS ED 5" o CORNER SHELF DRAWN BY U �- m UP WALLS o 0 (1) CERAMIC CORNER M. STRICKLAND z ® SHELF AT 48 A.F.F. 2X4 LEDGER CHECKED BY o z o cn FLOOR TILE cn ¢ o SILICO NT BETWEEN U- m - %' 0. SWAFFORD ce i.LlU- C ET BED ® � x x DROP IN TUB x c } °C Q 2" SHOWER CRAIN "' "' �" SCALE m a > FLO W > � + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED Q J ® a THRESHOLD °� � 11X17 = 1/2 NOTED SCALE J F— o 'on N TILE AT DOOR W 2X4 TO BE P.T. SUPPORT UNDER THRESHOLD J WHEN IN CONTACT TUB AS REQ. BY SHEET DATE u WALL TILE W/ CONC. MANUFACTURER'S. IT a ADJUSTABLE COAT WETBED PLAV SHEET REVISION INFO ® a SHOWER D Lu ch ® 2" SH IN FLANG SEALANT OOF NGFELT FR-33 DROP I N TUB D ETAI L ~ L ® (n NOTE: D$SCALE: 3/4" = 1'-0" (FR-33) ® NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION w z z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL A PLUMBING ACCESORIES. REFER TO P� ® m Lu MARBLE TILE OPTIONS ARE SELECTED, ARCHIT CTURAL PLANS BY MODEL. = LULu ��`�® ��51 SET REVISION INFO o J w SHOWER & CURB ON FRAMED FLO STANDARD SHOWER SH ELF LOCATION Lu z U = T-4 INT- END POST TIED INTO FLOOR (n m D$ SCALE: 3/4" = 1'-0" (INT-414% D$ SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO LD ® > z BOTTOM OF FLOOR JOISTS. O 3: L ® END POST TO PENETRATE od (n SUBFLOOR. SHEET DESCRIPTION cnw ® z z w ® STANDARD FACE NAIL END POST TO m BLOCKING. NOTES & DETAILS 0 < LU 0 2x BLOCKING BETWEENz "' _ ® FLOOR TRUSS AGAINST zz Z w a END POST. / w w v=i ® SUB FLOOR. PROJECT NAME ® w z W i yi / / rLOT/BLOCK ' //'/ \`\\`\ / yyam'// cn z \ a ® ® � :,J/ \,,'r�>, - TBI NUMBER ® Z ® y/' / /' �' \�y / y'/ /I ' /J/'/ ice' �'/ MODEL WALL NAILS(TYP) Lu ® z FLOOR TRUSS. Lu Q ', ' LU w ELEVATION NAME wz � �� ALL U' '—' e Z W r r � � w Q wi m �- I-- u1 Z = Z w � m SHEET NUMBER ru oz = � W t5 C m HALF WALL TIE-IN DETAIL ® zmu (FR-34I Do Uj � z � � a o ® ® ®$ ERIAL NUMBER 1009 N.T.S. (FR-34)