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Club Drive 151 ALL TRUSS PLATES ARE ALPINE PLATES , APPROVAL # 1999-3 r- (a L LO w r , ALL TRUSS PLATES ARE ALPINE PLATESLO LO LO LO LO to APPROVAL # 1999-3 F1 ALL BEAMS ARE GEORGIA-PACIFIC GP LAM LVL ALL BEAMS ARE GEORGIA-PACIFIC GP LAM LVL hy ' ' APPROVAL# FL2023.1 cJ57 cJ57 APPROVAL# FL2023.1 HANGERS ON JOB ARE AS FOLLOWS CJ56 CJ56 UNLESS NOTED OTHERWISE Lou Pontig an BM-1 2-1.75" X 18" LVL 16' HANGERS ON JOB ARE AS FOLLOWS Associates Inc BM-2 3-1.75" X 18" LVL 16' UNLESS NOTED OTHERWISE CJ55LIJ I LnCJ55 BM-8 2-1.75 X 18" LVL 14' APPLICATION PART # APPROVAL #e./ 420 Osceola enu BM-3 2-1.75" X 18" LVL 4' BM-9 4-1.75 X 18 LVL 16 C44 Jax. Beach,Flori a 32: BM-4 2-1.75" X 18" LVL 13' APPLICATION PART # APPROVAL # BM-10 2-1,75" X 18 LVL 10' 1-PLY TRUSS HUS26 FL474.192 P .242-0908 Fa .241. F2 " " BM-11 3-1.75 X 18 LVL 25 FLOOR TRUSS THA422 FL474.413 •CA#8344 SG CA# BM-5 2-1.75 X 18 LVL 13 1-PLY TRUSS HUS26 FL474.192 BM-12 3-1,75" X 18" LVL 15' 2-PLY BEAM HGUS414 FL474,140WITHYQTACT US4 BM-6 2-1.75" X 18" LVL 17' FLOOR TRUSS THA422 FL474.413 C43 BM-13 3-1.75" X 18" LVL 33 OIIAMENTSV, -ACl BM-7 2-1.75" X 18" LVL 12' BM-14 2-1.75" X 18" LVL 10' 3-PLY BEAM HGUS5.514 FL474.140 4-PLY BEAM HGUS7.2514 FL474.140 16 S FA �1 C42 4-PLY NOTCH ROOF BEAM ,,...� BM-8 jUL 1 0 00� UNDER ROOF PLANE MINIUM DEPTH 10" 533 - M � 00 rn o ,_ VALID ONLY WFE F3 t m m SIGNATURE IS BLUI m AND RAISE SEAT A26 E49 REVISIONS Di rn C0 --T BM-1 � F4 A25 E48 r7 LL is IN if m V4 Nr DIP F404 o LO ( m FIELD ALTE TIOI' LL I L� U_ CONTRACTOR SHALL ACi CN PONTIGO 8 ASSOCIA PI" MAKING ANY FE MODIFICATIONS WHICH MAY V BM-2 FROM THE INTENT OF ORIG F5 m CONSTRUCTbN DOC FELD ALTERNAT10Ns PRx BEING APPROVED BY P(XJT ASSOCIATES MAY T M F7 E47 ADDITIDNAL E IINSPECTIIOJ C 6 F30 rn A25 U_ LA. � m F5 EJ52 I L` E48 CN Ellti� ONo 00 00 000 1� i LO to �� v U C) �� M U_ U_ Li Iii 1 99 m A26 F39 f CJ82 CJ82 � O`�0 �A1 �n o LO CJ81 U U U .�• F6 I if m CJ81 CJ58 ,� cn1,150 Ldd, N N 119 - 9 N __9 11m °D 168 2 CJ82 CJ59 m w 58 CJ A247= FS °° CJ81 w 167 r O L T yvLA CJ80 ��` ii CJ59 CJ59 �9 U if HGU5.5-SDS FIRST FLOOR TRUSS PLACEMENT PLAN. U K�3 H65 2-PLY o �.�� I U �,SSCALE: N.T.S. CJ82 H63U U Uz H2 W SECOND FLOOR TRUSS PLACEMENT PLAN. J EJ76 H61 SCALE: N.T.S. J69 3-PLY H60 CJ82 H g H Fin H61 Os cc H62 H63 H642-PLY �.. �.,„. ui!!1R r CJ80 d CJ80 FILE COPY ,.'' CJ81 w CJ81 SFEEf INC EX CJ82 CJ82 REVIEWED FOR CODE COMPLIANCE SO.O TRUSS PLACEME T PLAT ROOF TRUSS PLACEMENT PLAN CITY OF ATLANTIC BEACH S1.Q FOUNDATION PL, SCALE: N.T.S. SEE PERMITS FOR ADDITIONAI. � - 0 0 Ea yv� REQIIIREMENTS AND CONDITIONS. S1.1 1st & 2nd FPL FRAM AND SHEAR PL S LL J. U U U U U U , Vl w '�)�; !P DATE: /O S1'2 SHEAR PLAN3rd FLOOR S NG ANI S2.0 GENERAL SPECS PM-0N0 °° N0 WIND DESIGN CRITERIA AND S2.1 STD. FRAMING D TAILS DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE MULTIPLE BRACED TRUSSES. AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS PROVIDE BLOCKING FOR 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING TRUSS BRACING 1,)PROVIDE PERMANENT BRACING WHERE ROOF DECK ® RIDGE. H3 0 EA. OUTLOOKER X-BRACE SPACING SCHEMATIC H3 ® EA. 2x4 OUTLOOKER NOTE Q COMPONENTS AND CLADDING: BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. TO TRUSS. 2x4 SYP#2 OUTLOOKERS OUTLOOKER AT 24 O.C. S2.2 CMU FRAMING D TAILS NOTED ON TRUSS MFR. SHOP DRAWINGS. » PLACE GABLE END TRUSS ALL BRACING LUMBER SHOWN, EXCEPT 4-0.131x3" TOE NAILS (TYP.) ® 24 O.C. NOT!_t4 TO THE INT. FACE OF BASIC WIND SPEED (ASCE 7-OS) ------ - 120 MPH CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS FOR T-BRACE SHALL BE 1x4 SYP#3 OR BALLOON FRAMED WALL INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP _ ROOF IMPORTANCE FACTOR-------------- 1.00 DRAWINGS (1)DIAGONAL BRACE PER (4) BETTER OR 2x4 SF'F#2 OR BETTER. (LION) STUD SPACING. SEE SHEATHING AND FASTEN TRUSS TOP MEAN ROOF HEIGHT-------------- 30.0 FT TRUSSES APPLIED TO BACKSIDE PROVIDE 2x4 SYP#2 UPRIGHT FRAMING PLAN QB AND BOTTOM CHORDS TO ROOF PITCH -----------------3/12 ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY OF WEB. (ONLY WHEN PERMANENT (1 2.)BRACING LUMBER SHALL INTERSECT FROM TOP TO BOT. CHORD OFll 11, SCHEDULE. BALLOON FRAMED WALL BUILDING CATEGORY-------------- II DO NOT SCALE FK DELEGATED TRUSS ENGINEER. LATERAL BRACING IS SPECIFED AND 1°I THE WEB OF THE BRACED TRUSS, PER // TRUSS ® EA. X-BRACE % 5-12d TOE STUDS w/ 2-0.131X3" EXPOSURE CATEGORY-------------- C T}£SE DRAWINGS IF A » 2x4 BLOCKING AT NAILS EACH �� THE AT A MAX. SPACING OF 2'-Om O.C. I I DELEGATED TRUSS ENGINEER. I I / (IF VERT. IS NOT PRESENT) NAILS AT EA. STUD. ENCLOSURE CLASSIFICATION ----------- ENCLOSED / 48" O.C. BETWEEN TRUSS INTERNAL PRESSURE COEFFICIENT--------- t .18 '°'� CONr�&. R DRAI s a ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARYT-BRACE TO 3-16d A / 4 Mtµ W/2 BRACING APPLIED TO f,l AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING FRONT SIDE OF WEBS WEB NTH 11 3.)PROVIDE BOTTOM CHORD BRACING I EA. VERT. I / I 2x4 SYP#2 X-BRACE. GABLE AND FIRST METAL PLATE CONNECTED WOOD TRUSSES. HIB-91." 0.131x3" PERPENDICULAR TO TRUSS BOTTOM TYP. / (DASHED X-BRACE SHOWN W INTERIOR TRUSS. COMPONENTS & CLADDING DESIGN PRESSURES (PER TRUSS MFG.) LI ( ) FASTEN GABLE END PLAN NA E AT 6" O.C. CHORDS AND ATTACHED TO EACH TRUSS / I ONLY NEEDED IF GABLE IS I I I I / 1 , » TRUSS w/ FULL HT. TRIBUTARY INTERIOR EDGE STRIP PSF): FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS T-BRACE; 1.1 WITH 2-0.131x3" NAILS. AT GABLE END // LESS THAN 3-0 ULRICH REST NCE I ) ADDITIONAL BRACES AS REVD., ANCHOR AND H8 AREA (sf) ZONE (PSF) 'a' 6'-0 ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM CHORD SAME SIZE, i I WALLS PROVIDE DIAGONALS AT END I I EQUALLY SPACED w/ SPACING EA. END DESIGN/DRAW HECK BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING SPECIES, & WALLS PROVIDE DIAGONALS / 1 » I I 10 +36.2 -39.3 +36.2 -48.5 DIAPHRAGM. GRADE AS 1•I / » " OF 5-8 MAX. ); CS BMB LAP I I (APPROXIMATELY 45%) TO THE ADJACENT I / 1 I I 0.131x3 TOE NAILS ® 8 O.C. 50 +32.4 -35.5 +32.4 -40.9 CONTINUOUS LATERAL BRACING, SEE WEB TO BE EXTERIOR PERPENDICULAR WALL BETWEEN / FROM BOT. CHORD OF TRUSS DATE BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF TRUSS SHOP DRAWING FOR QTY. AND BRACED. I°I EACH LINE OF BRACING TO FORM A TO DBL. TOP PLATE 100 +30.8 -33.9 +30.8 -37.7 6.16.09 RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT I I ZIGZAG PATTERN ALL CONSTRUCTED OF LOCATION. LF MORE THAN (1) LATERAL " I•I DESIGN THAT WERE PREPARED C THE DELEGATED ENGINEER BRACE IS NEEDED, OVERLAP BRACE THE SAME BRACING MATERIAL. ALSO 2-0.131x3 EA. END " WALL SHEATHING UP I 1 1. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED SCALE (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED ON AS SHOWN MIN. (2)0.131x3" NAILS. I i ALONG EXTERIOR WALLS PARALLEL TO » LTP4 0 24 O.C. OR GABLE END TRUSS. I ( FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. AS NOTE THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED ON BOTTOM CHORD BRACING PROVIDE 2x4 SYP#2 BLOCKING ® 24 O.C. ATTACH LSTA12 ® 24 O.C. THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES THAT THE s DIAGONALS IN THE END SPACE BETWEEN LATERAL BRACE w/16d 0 4"O.C. i 12" LONG 2x4 BLOCKING I I 2. LINEAR INTERPOLATION IS PERMISSIBLE. JOB NO. TRUSS AND BEAM SPAN DIRECTIONS AND BEARING WALL d THE WALL AND THE: FIRST LINE OF 2x4 SYP#2 BLOCKING AS WITH 4-10d TOE-NAILED I I 2x4x8' SYP#2 LATERAL BRACE EA. 11NTO DBL. TOP PLATE. 3. PLUS = PRESSURE AND MINUS = SUCTION. 94108 LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE WERE BOTTOM CHORD BRACING AT A MAXIMUM � CEILING NAILER (NOT I I I DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS DESIGN SPACING OF 20 FEET. THIS REQUIRMENT X-BRACE w/ 3-16d INTO EA. TRUSS. CONTINUOUS) ATTACH / CONVENTIONAL SW I I SHEET ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL INCLUDE IS NOT NECESSARY AT HIP ROOFS. w/ 0.131x3" ® 8"O.C. STAG. ANCHOR PER SCHEDULE. 4. THE DISTANCE 'o' FROM OUTSIDE CORNERS OF BUILDING SHALL BE NO FULL HEIGHT ANCHOR DESIGNED FOR EDGE STRIP PRESSURES. COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO TRUSS NOTE: THIS DETAIL DEPICTS TYPICAL BRACING FULL HT ANCHR TO EXTEND REQUIRED. CONNECTIONS, AND TRUSS TO TRUSS LOADING. CONFIGURATIONS BUT DOES NOT REPRESENT ANY 1 PERMANENT TRUSS BRACING 2 PLATFORM FRAMED GABLE END OVER 2x4 BLOCKING AND 3 BALLON FRAMED GABLE END 5. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE Soo :) SPECIFIC SECTION CUT THROUGH THE BUILDING. SO.O SO.O SEE 12/S2.2 FOR INFO AT CMU WALL. GABLE TRUSS BOTTOM CHORD S0.0 RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FASTEN PER SPECIFICATION. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET 1 0 7 EXISTING WALL TO REMAIN. �bg I-- 4 SCREEN WALL 4' SCREEN WALL ---------- ---------- ------ -__ --------- -$ wfl. ------------- --------------- I 9a -__` _----------- Lou Pantig an -- -- ---- --------- ( I Associates Im S1.0 PROVIDE JOINT 1 S1.0 IN WALL AT 5 I 420 Osceola venu I Jax. Beach,F,lori a 32 P .242-0908 Fa ,241 INTERSECTION S1.0 CA#8344 SG CA# 4F HOUSE. r J I I -A. Q - - S50 3. 3.0 PAVERS POOL DESIGN - - - BY BY OTHERS 10 BUILDER S ( SAWCUT, SE S1.0 I DETAIL 7/S1.0. I 4A JUL � � 200 48 I S1.0 3'-6"x6'-0"x12" THICK CONC. PIT REQUIRED DIMENSBY IONS AS OR L COPA S1.0 FOOTING w/ 4 C�12 O.C. 4' SCREEN WALL MANUFACTURER W. TOP & BOT SET BELOW 8x8 CMU COLUMN VALID ONLY WFIE CMU COLUMN, MONOLITHIC FOOTING SIGNATURE ISI BLU SEE PLAN DOWEL REBAR I I SEE 10/S1.0. 2-#5 VERT. OUT OF FOOTING 1 I I AND RALSE SEA 8x12 CMU COLUMN 1 2x6 ELEVATOR CONT. THICKENED w/ 3-#5 `VERT. ( 4'-2" SHAFT WALL. R� D SLAB PER 4/S1.0. I 4A S1.0 3.0 2-#4 CONT. AROUND 0 GENERAL 7 SLAB ON S1.0 F3. � PERIMETER. GRADE, -I - - - - - - j\\��\/��\ SEE PLAN. ( _ - - - - - - - - - 2 #3 Z DOWELS \j d a \\j -- L .,G �. - -I---- - S1.0 © 12" O.C. (TYP) • < ° °'av dv ' I F3.0 . SAWCUT, SEE i DEPTH OF PIT 0 I DETAIL 7/S1.0. i AS REQUIRED / °'--�;: '•tea-• I I + I _ _ I O BY ELEVATOR SLAB ON / -- � MANUFACTURER •d• GRADE, FIELD AL M \ / / �� I 1 s RAL STAIRS ( - - - - - - - S1.0 / • • a:a SEE PLAN, CONTRACTORSHALLC MAC \ �� 12" DEEP CONCRETE �p� .0 I I ESIGN & I 1 I Q ° [ � MAPO43,40 ASSOCIA PRIOI ` ( \�/ d �\\/ MODIFICATIONS WHIC4i MAY io 4I CONNECTORS 51.0 ( I \ 8 „° „ 8„\ /\ FROM THE NTENTOF ORIF FOOTING. �� I 3'-6" w/ #4® 12" O.C. ( - _ BY OTHER. - I \/ FELD`°NSMMLCTION Pw E.W. TOP & BOT. I - ' W"aswc�A Es°��uY POT` 6 \\ v • • : . •' • Q • •. • •.°; \/ ADCNr10NAL EN 1 'd V .. d d �\ WSPECTION 10 DETAIL �� I F3. ,r, I ING GLA DOOR _ S1.0 I I (' -1 2 . . • �� I I I SLD. SS 0 I I I • . •. • . , a•. �: •. ' ,. • �� S1.0 6B ( ( FRAMES MUST BE RECESSED - ( S1.0 S1. .- SEE ARCHITECTURAL PLANS I _ _ _ I \�\ / / /� �/ / /- / �• / FOR LOCATION OF SLIDING - _ - - - J /�%� �� f�j� �j� \� �j� 12" DEEP CONCRETE GLASS DOORS. I /�j / /�� FOOTING. C) 4" CONCRETE SLAB w/ ri I E.W.#TOP 1&' BOT. "J I FIBERMESH 0 1.5 LBS/CU.YD. I I I 1 SIM OF CONCRETE OR 6x6 W1.4xW1.4 - - S, © 9 ELEVATOR PIT DETAIL I . WWF ON EMIL VAPOR BARRIER I I I I �-o SCALE: 3/4" 1'-0" 8 I ( LL IN PREPARED GRADE. `1 1'- 1 „ - ,_ S1.0 -1 -1 -1 3 F2.0 - - Uj S130 S1.0 3 1 5 I S1.0 F2.5 F2.5 S1.0 I 6 I 4B I I I I I � � I g 51.0 � f . S1.0 OVIDE SAW CUTS PER S1,0 CONTINUOUS 8" 7/S1.0, BUILDER TO �-- - - - - - - - - U-BLOCK BOND COORDINATE WITH FINISH BEAM w/1-#5 CONT. b I I A Z j FLOOR MATERAL. L SAWCUT, SEE I o ETAIL 7 1.0. I 1 8" CMU WALL w/ Uj d I L - - - - •- - - - - - - - - - - - 1 #5@ 48" O.C. IN V-O GROUT FILLED CELLS. SLAB ON GRADE, SEE PLAN, S1.0 S1.0 m D . • GRADE W DO FOUNDATION PLAN o • 10x24 w/ (2)#5 CONT. SCALE: 3/16" = 1'-0" STEMWALL VERSION 8 4' SCREEN WALL sl-I�T S1.O SCALE: NTS SO.O TRUSS PLACEME T PL S1.0 FOUNDATION PL Si.1 1st & 2nd FLOCFRA AND SHEAR PL S S1.2 SHEAR PO ANS AJ NG A S2.0 GENERAL SPECS 8" CMU WALL w/ #5 VERT. DRILL & EPDXY #4 ® 18" O.C. WALL. FRAMING A FOOTING SCHEDULE AND NOTES 52.1 STD. FRAMING D TAILS r C9 w STD. 90' HOOK INTO FOOTING & BEND DOWN INTO STAIR. STEP, 5+/: 1#4 EXTENDED 3' S2.2 CMU FRAMING D TAILS J ALIGNED w/ WALL REINFORCMENT 2-#5 CONT. EA. SIDE OF RECESS. ABOVE. SEE PLAN OR SCHEDULE CONC. STAIRS SLAB ON SEE ARCH. •� TYPE LENGTH WIDTH DEPTH BOTTOM BARS >i ` a FOR SPACING. �� SECONDARY POUR r " ' -/ : �.: �' --r_ . GRADE, ;, SPARCH. ° F2.0 2'-O" 2'-0" 1'-O" 3-#5 EA. WAY BOT. SEE PLAN. 'A » » < Q / (6 MAX.) QUAL TO SLAB F2.5 2'-6 2'-6 1 -0" 3-#5 EA. WAY BOT. #40 1$ O.C. \� :• " /° ' / \ °D HICKNESS. F3.0 3'-0" 3'-0" 1'-0" 3- 5 EA. WAY BOT. DO NOT SCALE Fl 8" CMU STEMWALL w e d DOWELS BEND �/� \ WALL FRAMING # / •�i INTO STAIRS. \ \ „ " THESE DRAWNGS.F A N SLAB ON GRADE, #5 VERT. HOOKED INTO „ 6B 0 SLAB RECESS F3.5 3-6 3-6 1 -0 4-#5 EA. WAY BOT. LINCLEARREFER THE TOP OF FOOTING r + y '' 1 16 MIN. 6A 0 CURB F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. ARCHITECTURAL E R.S SEE PLAN. FOOTING ® 40 O.C. �, ., GARAGE FLOA71NO SLAB / / BEND 2'-0" INTO SLAB '\•"" 8"x20" w/(2)#5 CONT. BRICK VENEER IS » » //�/ F4.5 4'-6 4-6 1 -0 4-#5 EA. WAY BOT. \\� (TYP) y .• S ' GRADEACCEPTABLE WITHOUT PLAN NA E GRADE OR CONC. /�/ AT WALLS GREATER THEN ` 3 BEARING AT INTERIOR 4SLAB ON WALL FRAMING INCREASE OF FOOTING 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE SLAB, SEE PLAN. \� 4'-0" HIGH. NOTIFY E.O.R. �\��\\ S1.0 °. ./ : `r. GRADE, SIZE. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, ULRICH RES! NCE ;• . STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR FOR TEMPORARY BRACING •• - z_ x n ° REFERENCE ONLY. DESIGN/DRAWN HEC \ SEE PLAN. LAYOUT PLAN. (; •' z / J 1 % STEP, SEE ARCH. PLAN. SLAB ON CS BMB LAP STEMWALL REINFORCEMENT a� :• --_ -'- '-8-x -= �.-'- o` % 1 {� 9'' GRADE, 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. '�-��- „ '.., 1#5 CONT. a M _ DATE �\ e SLAB ON _ �\ ti: �� ALT. FOOTING AT SEE PLAN. CMU REINFORCING \/ •' • ��/ / 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED COURSES �� . ° " e-= �' GRADE, �/ r� BUILDERS DISCRETION. •'d • j\�� PROCTOR IN ACCORDANCE WITH ASTM D 1557. 6.16.09 SCALE 1 TO 6 #'4 VERT. O 48"O.C. \ ! ` s \\\/ / SEE PLAN. 16" \�\/ \ / / /\/ 3/4" DEEP SAWCUT w/ SLAB ON GRADE, AS OTE 7 TO 10 1114 VERT. O 24"O.C. / CONT. CONCRETE FOOTING // w/(2)#5 CONT. \/ \ ELASTOMERIC SEALANT SEE PLAN 11 TO 12 #4 VERT. A 8"O.C. TYP. FTG. EXTEND TYP. FTG ® THICKENED EDGE 3" JOB NO. WIDTH SEE STAIRS & PROVIDE w/ 1-#5 CONT. " - STEMWALLS OVER 6 COURSES TO 10"x20" 2 5 CONT. ' „ 8"x8" DETAIL 4A 8"x16" 1-STORY, w/(2)#5 CONT. NOTES: 94108 HAVE TRUSS TYPE HORIZ. JOINT OI(I DETAIL 1/S1.0 #4® 18 O.C. E.W. 8"x20" 2-STORY, w 2 ' REINF. BETWEEN EVERY OTHER STAIRS 12"x12 DETAIL 46 /( )#5 CONT. 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20 X 20' MAX. S0. SHEET COURSE. FILL CELLS SOLID. CONCRETE S 1 AIRS ON GRADE 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. 1 STEM WALL AND FOOTING 2 4 THICKENED SLAB 5 MONOLITHIC EDGE FOOTING s MONO. FOOTING AT STEP-DOWN- 7 SAW CUT DETAIL SLO 51.0 SHEET 2 0 7 S1.0 51.0 S1 S1.0 S1.0 g t � L � try �6 I �1 yy fi Y i 17 I rIt r Lou Pontig and Ir Associates Inc. ?� s �p y yn in o3 `/ 420 Osceola C11uC 4 �( l Jax. Beach,Flori a 32250 P .242-0908 Fa .241-9557 •CA#8344 SC CA#3579 I s , __ _ _ _ — _— __ _ _ __ __ _ NTWY Galva r/0� --- ___ ------ lk 51i 7 100— SEE 17/S2.2 FOR FASTEN (3)2x12 TO 2x6 P.T. JOISTS FASTEN LU ISAPON 160P WOOD TO CMU WAL CMU COLUMN w/ META12 DETAIL TYP EA. END w/ H3 CLIP. ( ) EMBED STRAP (TYP) I JUL 1 0 009 i '��i,��I lid I; � ted �Cc'_�� i��, II�$ CMU REINFORCING NOTE: FL PE TYPICAL 5 VERTICAL REINF. NOTE: -) 3311 # ALL CMU WALLS @ THIS s I. 9 [ qs �P x j' YALE ONLY � r x ,x AT 48 FOR O.C. SEE 2/S2.2 LEVEL ARE SHEARWALLS. REINF. EA. SIDE OF OPENING. SIGNATURE IS BLIP WK AND RAISE SEAL RAL FOR TOP E= E— i F� SII I II SEE ARCHITECTURAL s, 8x8 CMU COLUMN ABOVE Qj ^ li Q II f�r �' Y ��+ 5�'� � t if OF CMU WALL ELEVATIONS. 6L GENERAL x'09'09 �If 1 II' -� I N N I SCREEN WALL w/ 2-#5 REVISIONS' T x I VERTICAL FULL HEIGHT. N 11 FASTEN LVL RIM BOARD TO DOUBLE JOIST WITHTit it MBHA HANGER UPSIDE DOWN LUS28-2. I ,.-. .. I , c1 13 � � �� a P,�I I�sf I � I I ,.� If I 6x6 POST � . PER 10/52.2. i • r 1 1 ABOVE. w/ ABU 66 SEE 8/S2.2 FOR FLOOR # TRUSS LEDGER CONNECTION. S1,1 AT BASE. F1ElDA►I- `I Ic ` ; I , ;,, , It ; "Is l 16 CMU LINTELS, S E I (TYP) CONTRACTORSHnLL LOUAGT �� { s� � I p ,' c ETAtL 4/S2.2. (TY � � PRIOR \�� 30# ROOFING FELT 2x12 ® 16" O.C. 8" CMU WALL. FLOOR DECK, SEE "�� '�D� 11111111h iflifliIIIIIII111illUNDER JOISTS BETWEEN RIPPED TO 9'/ " CONST. SPECS. F INTENT YORiit I ; � 4 CONSTRUCTION i�� F— ,•'• FEW ALTERNATKiNS PRIOR 7D { g —�1 I CMU. BONG APPROVED BY PONTIGO& AT EDGE OF DECK. II i DOUBLE Icn LtJ I ASSOCIATES MAY T IN 4 t pE I J — ADOIfIDNAL OR U-1 II �, o I J PROVIDE 1 #5 CENTERED rvsPEcnON I( d I' � ". �� a coli si w ¢ I IN 2 GROUT FILLED Cy- C%4 II \ w 1 a ADJ. TO GARAGE DOOR ► I .•. ' , it m , °- OPENINGS (TYPICAL) ; I x I 3.5x7 PSLcooII o , POST T 4 . lM' 1. II i J N I FASTENED TO EACH �..;•. SIMPSON MTS12 JOIST OVERHANG 3 - 1 00 / 1s FLOOR TRUSS. / CONCRETE TO CMU. -- _ 1 w SIMPSON LS70. w 4- / � TOP h � � ! -- ` LEDGER PER SIMPSON � — — 1 I ABU66. SIMPSON LUS28 JOIST xP.T. ji 8/S2.2. afG � 1 HANGER w/ 8-10d SEE B/S2.2. NED FA T I. 2x12 P.T. LEDGER S E '' TO HEADER & 1 1 TO WALL w/ 5/e" x10" A.B. 8x8 CMU PILASTER, 4-10d TO JOIST. � ; ' � I'y '• i + ' , ,�I �:� ,, , �` ,°�, OST Cay 16 O.C. (TYP) V 1 E (BEYOND) SEE 5/S2.2 FOR (2)2x12 P.T. SYP#2 B T ALL INTERIOR HEADERS L D R ER I REINFORCMENT. LEDGER w/ s/e" x10" W t } ; ARE H6; U.O.N. 8/S (PARALLEL) I �! 2x12 FLAT ROOF JOISTS A.B. 16" O.C. STAGGERED. „ I 8 O.C. FASTEN EA. i , ' �' � d i� �I ND w LUS28. BM 2 I E / - - - - �, SECTION3)2x6 SPF#2 N, a r b OST THIS END 1 S1.1 SCALE: 3/4 = 1'-0" I F BM#2. I DSEEOARCH E BRACKETS, POST FROM ABOVE. SEE I NOTE 3 THIS k PLAN. POS C TAB BI 5 Uj { , { 041 !xIt l PROVIDE 1-#5 CENTERED IN 2 GROUT FILLED O POST E D ADJ. TO GARAGE DOOR I m % OPENINGS TYPICAL POST FROM OF BM#4 I, tf !t}I k t ABOVE. SEE I . NOTE 3 THIS-/ I PLAN. )I [ •k t s 11�� I{ It 7S2. ift (tG� 3 k i3 52.2 I PERP _ I , PARALL L S0.0 rsuss aLACr:Me T Putty 9a € $ S1.0 FOUNDATION PLit ,s S1.1 1st do 2nd FL FRAMING +st FIRST FLOOR FRAMING PLAN I AND SHEAR PL S $1.'Z 3rd FLOOR FRAMING AND g ! I SCALE: 3/16 = 1 -0 It SHEAR PLANS � J,I S2.0 GENERAL SPECS R FRAMED HEADER SCHEDULE INFORMATION. F � 1. SEE 4/S1.2 0 52.1 STD. FRAMING D rAiLs l ' r I` ' 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR S ( I y I �¢ THAT I AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OFUPPORT S2.2 CMU FRAMING 0 JAILS FASTEN BEAM TO ' PTH U.O.N. ON PLAN R IN HEADER SCHEDULE). sus I (3)2x SPF#2 TO MATCH WALL DE ( SZ ) POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED I IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. 00 NOT SCALE FROM THESE DRANANGS IF 6 UNCLEAR I FH2 7}O 3. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT THE SAME SIZE AND SPECIES ARtFfiEGTLJR�V soa I I , THE N FLOOR SHALL BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POSCONTT, POST POST SHOWN ON E 2 D FASTEN UPPER LEVEL POST TO LOWER LEVEL POST I , sI1I ' I f 111 PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM. PLAN E OR TO LOWER LEVEL BEAM WITH (2)CS16 OR (2)MS30 STRAPS AND FASTEN TO FOUNDATION w/ HTT16 T IF THE BEAM PASSES BELOW THE ULRiCH REST NCE I s t U.O.N. ON PLAN. THESE SIMPSON FASTENERS MAY BE OMITTED F ss t AN A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. TOP PLATES D DESIGN/DRAW HECxED CONTINUOUS DOUBLE CS 8MB LAP DATE 6.16.091 SCALElit AS NOTE JOB NO. 94108 J I SHEET ' s il,lra SIG SHEET 3 0 7 jfj { i y t UPI, Ia i777 �1�t��""' 2x12 @ 16" O.C. RIPPED TO 9'/4" {4 FLOOR DECK, SEE AT EDGE OF DECK. CONSTRUCTION SPECIFICATIONS. w = LIJ v FLOOR DECK, SEE FLOOR SLOPE CONSTRUCTION TRUSS. SPECIFICACIONS. DESIGN BY Lou Pontisa ® OTHER CONT. 2x10 RIM Associates In 1, SW-1 1. BOARD (TYP) 420 Osceola A ven Jax. Beach, Flori a 3: • SIMPSON LUS28 JOIST SIMPSON H8 CLIP t242-0908 Fa .24 HANGER w/ 6-10d EA. RAFTER. CA#8344 SG CA1 ALL EXTERIOR WALLS AT SINGLE 2x8 P.T. SYP #2 TOP PLATE TO HEADER & TAC LIS Y THIS LEVEL ARE CONSTRUCTED w/ '/2"0 x 10" A.B. w/ 2"x2"x'/8" 4-10d TO JOIST. CONSTRUCTION SHEATHING, SEE MMEMS� -ac OF 2x6 SPF#2 0 16" O.C. WALL PLATE WASHERS 0 24" O.C. SPECIFICATIONS. FRAMING.(U.O.N.). THIS WALL 2x12 SYP#2 LEDGER CONT. FRAMING COMPLIES WITH THE CONTINUOUS 8"x16 CMU BOND W/4-12D COMMON WIRE HEADER, L/240 DEFLECTION CRITERIA BEAM w/ 1-#5 IN TOP TWO NAILS & (3)SIMPSON SDS SEE PLAN. �- � ' IY FOR BRITTLE FINISHES. COURSES, CONSTRUCTED OF Y4"X3'" WOOD SCREWS OPEN BOTTOM LINTEL BLOCKS. 16"O.C. JUL 0 �. (TYP) FL Pt 16 53 10 8 8 DETAIL VALID ONLY H SEE UPLIFT SCHEDULE "B" SIGNATURE ISI BLI S2.1 S1.2 S1.2 SCALE: 3/4" 1'-O" AND RAISE SE/ A TRUSS C42 �--5�-11 M#8REVISIONS [ Q GENERAL 7 �.✓�' _ * REVISIONS I i \ \\ l 1 \ LOW • "_j7 m 0 ROOF 2x6 OVERFRAME SEE 14A/S2.1, B BELOW RAFTERS © 24" O.C. FOR CONN. I OTE HIS \ I OVERFRAME LEDGER (2)11.88 LVL r FIELD AL TIC LAN. _ _ --- _ _ _ /%" SEE 16/S2.1 , �� CONTRACTOR SHALL a 11 fill III IIIIIIIIIMLHII[III III 11111111111111 \ \ I PONTIGO 8 ASSOCIA STRUCT PAK MAMG-- ----------- -- QST FR M i SEE 14A 2.1, F TO SWHICHMAY INTENT OF T E OF C,�IOVE. S I ( � - _ FOR CON CONSTRUCTION DOC . O 10 (,ITE 3 T S kl i - 71 FFID ALTERNATIONS BY w BEYJ(i APPROVED BY POP TRUSS 166 B ASSOCIATES MAY , ADD111DNAL EN � L N. O "" 0 r�sPECT1ON o �0 - - - - --- - - IN B , - mil o d ` \ III STEN S 0 -' ALL HEADERS ills TR SS HEI PER 5/U.1. M ARE H6; U.O.N. m it H ALL HEADERS \;,_;� ARE 6; U.O.N. U- F HIBELOW. 40 L L � � ;310 I o LSI L J i3 S2.1 I v N O W L FRAMING ( n In 1Li �+ 1 q = wUj o BM#11 0- -I • ►- I 1 N 0 S2.1 / LOW I 1 1 0 0 0 1 O ROOF 3: BM3 / Ln BELOW 1 vil x Uj (j _ - - I, SW-3 L ALL INTERIOR & EXTERIOR ROOF SEE UPLIFT SCHEDULE "B" BEARING WALLS SHALL BE ANCHORED PER UPLIFT SCHEDULE 'A' UNLESS ALL INTERIOR & EXTERIOR ROOF OTHERWISE NOTED ON PLAN. BEARING WALLS SHALL BE ANCHORED PER UPLIFT SCHEDULE 'A' UNLESS OTHERWISE NOTED ON PLAN. SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN SCALE: 3/16 = V-0" SCALE: 3/16 V-0" 1. SEE 4/S1.2 FOR FRAMED HEADER SCHEDULE INFORMATION. 1. SEE 4/S1.2 FOR FRAMED HEADER SCHEDULE INFORMATION. 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE). FASTEN BEAM TO (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE), FASTEN BEAM TO SFEET' POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED MEX IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" SO.O TRUSS PLACEME I JT P OF THE SUPPORT POST. OF THE SUPPORT POST. S1.O FOUNDATION PL 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. S1.1 1st do 2nd FFR AND SHEAR PLPL S 4. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. 4. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. SHEPLLA FLR S Nc S2.0 GENERAL SPECS �1 UPLIFT ANCHORING SYSTEM DETAILS AND SCHEDULES TYPICAL TRUSS CONNECTORS 'SUPPORT AND UPLIFT SCHED. FRAMED WALL HEADER SCHEDULE © SHEARWALL SHEATHING NAILING FRAMING LEGEND s2.1 STD. FRAMING D TAIL UPLIFT FULL HEIGHT ANCHOR SPACING CONVENTIONAL STRAPPING AND SPACING SCHEDULE CONNECTION TO: USP/SIMPSON QUICK-TIE UPLIFT BRG. MEMBER NODE SUPPORT UPLIFT CONNECTION SYMBOL HEADER SIZE MAX. SPAN ACK (U.O.N)KING (U.O.N) SW-2: USE SW ONNWIRE 3*SHEATH STUDS EDGE & 6" O.C.SIDELD ES ES ® INTERIOR LOAD BEARING WALL S2.2 CMU FRAMING D TAIL SCHEDULE TYPE QUICK-TIE THREADED ROD CONNECTOR IIS CONNECTOR @B. CONNECTOR S& CONNECTOR M CONNECTOR EL CONNECTOR EE CONVENTIONAL STRAPPING DETAIL (1)H2.5 < 600 TRUSS C42 A 2.2x6 SPF SEE SCHED. 0 LEFT H6 (2)2x6 4'-4" 1 1 SW-3: 8d COMMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALLS) MSTA24 < 6' LTT208 < 6' CS20 < 6' (1)H8 (1)HA4 < 620 TRUSS D45 A 2.2x6 SPF 9D/S2.1 H8 (2)2x8 6'-4" 1 2 1. PROVIDE w/ 2x BLOCKING AT ALL PANEL EDGES. GABLE X-BRACE, SEE 2/SO.0 EXT. 8'-0" O.C. 6'-8" O.C. ONE-STORY MULTI-STORY CONNECTOR FF DBL. TOP PLATE 'A' " LSTAt2 ® 32" CS20 O 32" SPI ® 16" 2nd LVL KING STUDS 9g (1)MTS12 (2)HA4 < 945 TRUSS D45 B 2.2x6 SPF SEE SCHED. 0 LEFT H10 (2)2x10 8'-4- 1 3 UPLIFT SCHEDULE DESIGNATION, INT. *08'-0' O.C. 4'-6 O.C. (2)MSTA24 < 12' HTT16 < 12' (2)CS20 < 12' 2. PROVIDE STUD CONFIGURATION PER 8/S2.1 AT EACH END OF SHEARWALL. UPLIFT DO NOT SCALE DIIIIAEM DNS EXT. 5'-6" O.C. 6'-8" O.C. MSTA24 < 4' LTT208 < 4' CS20 < 4' TO 1st LVL FRAMING. HEADER 1 HT SEE UPLIFT ANCHORING SCHEDULE B INT. **6'-6" O.C. 4'-0" O.C. LSTAt2 O 16 CS20 O 32 SPI O 16" (2)MSTA24 < 9' HTT16 < 9' (2)CS20 < 8' ROOF TRUSS O S16 (2)HA4 < 1255 TRUSS H65 A 2.2x6 SPF SEE SCHED. ® LEFT H12 (2)2x12 10'-4" 2 3 KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. SCHED. 'A' THIS SHEET. �DRAWINGS.REFER TH w/ UPLIFT CONNECTOR RR POST (2)MTS12 (2)MTS12 < 1890 TRUSS 166 A,B 2.24 SPF SEE SCHED. ® LEFT H9.25 (2)9.25" LVL PER PLAN 2 3 SHEARWALL SEGMENT. IF S oaA EXT. 4'-0" O.C. V-4" O.C. „ „ " MSTA24 < 3 LTT20B < 3 CS20 < 3 CONNECTOR 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S2.1 CONTAcr THE R C „ H6 O 16 CS20 O 16 LTT20B O 32 2nd LVL WALL (2)HTS16 (2)HTS16 < 2510* TRUSS J69 A,B 2.2x6 SPF SEE SCHED. 0 LEFT H11.88 (2)11.88" LVL PER PLAN 2 3 SW- SW-tA', SEE 5/52.1 FOR THE INT. *4'-6" O.C. 4'-0 O.C. (2)MSTA24 < 6' HTT16 < 6 (2)CS20 < 6' STUDS TO 1st A CONNECTION. „ LVL WALL STUDS 4. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LONG DIRECTION ,D, EXT. 3'-0 O.C. 4'-6" O.C. „ MSTA24 < 3' LTT200 < 3' CS16 < 3' PROVIDE SOLID (2)HTS20+ (2)HTS24+ ** BM#9 A 3.2x4 SYP (2)H8 H14• (2)14" LVL PER PLAN 3• 3* PERPENDICULAR TO WALL STUDS. PLAN NA E „ „ 6+H2.5T O 16 CS16 O 16" LTT208 O 16" BLOC TNG BETWEEN OR FRAMING < 4400 ® BUILT-UP POST IN THE WALL INT. 03'-6" O.C. 4'-0" O.C. (2)MSTA24 < 6 HTT16 < 6 2 CS16 < 6 CONNECTOR (2)MTS12 (2)MTS12 BM#11 A 3.2x6 SPF (2)H8 H16• (2)16" LVL PER PLAN 3• 3* FLOORS. ULRICH REST NC • PROVIDE QT OR '/z"v ROD ADJ. TO CONNECTORS BM#12 A 3.2x6 SPF (2)H8 * SEE 10 S2.1 FOR GARAGE JACK AND KING REQUIREMENTS. KEYED PLAN NOTE DESIGN/DRAW HE ROOE PLAN AND UPLIFT SCHEUSSDULE AT RIGHT. •' PROVIDE (2)1/2*0 OR a/e"a ROD OR (2)0T OR QT3 BM#13 A 3.2x6 SPF (2)H8 CS BMB LAF ADJ. TO CONNECTORS. � SOLE PLATE ANCHORS � SHEARWALL END ANCHORING NODE OF BEARING FRAMING PROVIDE 18" Ig CS20 10d TO CONNECTOR AA BM#14 A,B 2.2x6 SPF (2)H8 O MEMBER, SEE LOAD SUPPORT DATE 5- STRAPS APPROX. EQ. T 5- PLATE NOTE: SEE 14/S2.2 FOR ROOF TRUSS CONNECTOR QTY. OF ANCHORS BETWEEN FULL HT. ANCHORS UPLIFT SCHEDULE 6.16.09 SPACED BETWEEN DBL. TOP PLATE SCHEDULE AT CMU WALLS. WALL TYPES " " SYMBOL QUICK-TIE THREADED ROD CONVENTIONALLY STRAPPED ADJACENT ANCHORS. 5-10d TO TO WALL STUD. HEADER, S E PLAN. SPACING >96 >48 & <96 SPACING <48 ALL LEVELS ALL LEVELS 1ST LEVEL UPPER LEVEL H6-1/2 HEADER SIZE, JACK AND KING SCALE • INDICATES ONE STRAP HEADER STUD CONNECTOR DD NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SW-1 (INT. OR EXT. WALL) 3 2 1 SW-1 QT3 OR (2)QT g/a"d OR (2)1/:"o HTT22 (3)CS16 STUD QUANTITY. BETWEEN ANCHORS HEADER TO H3 O 16" O.C. SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SW-2 (INT. OR EXT. WALL) 6 4 2 s AS NOTE *' INDICATES TWO STRAPS ANCHORING YSTEM O.C. SPACING, SEE ABOVE. SW-2 QT3 (2)/s 10 HHDQ11 HHDQ11 JACK STUDLJ SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH SW-3 Q$ EXT. WALL 1 1 0 BETWEEN ANCHORS ADDITIONAL STRAPPING AT SW-3 QT 1/2.0 HTT16 JOB N8 TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TYPICAL SUPPORT NOTES, INT. BRIG, WALL NON-SW N/A N/A N q (2)CS16 CONVENTIONALLY STRAFED AREA. 94108 INTERIOR BEARING WALL CONNECTOR EE TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. 1. SUPPORT POST; BUILT-UP POST SHOWN ON PLAN ARE 1 i LSTA72 DETAIL ROUGH OPENING SEE ARCH. KING STUD TO TOP PLATE FROM EA. OTHER. 1. SOLE PLATE ANCHORS SHALL BE /2"0x6" Ig (MIN. 3/2" EMBED.) w/ 1. INSTALL SHEARWALL ANCHORS EACH END OF SHEARWALL. SHEET MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH 1 , 1 `/ FOUNDATION. LOADING CHART NOTE: 1/2 Sbx/e PLATE WASHERS; DRILLED & EPDXIED OR '/,"0 SIMPSON HD w/ 6 n FULL HT ANCHOR HOW TO SELECT UPLIFT ANCHORING SYSTEM: OUR ENGINEERING ALLOWS THE FLEXIBILITY STUD WALL SIZE SELECTED. EMBED 2 SEE TYPICAL SHEARWALL ELEVATIONS ON 7/S2.1. OF INSTALLING ANY OF THREE (3) UPLIFT ANCHORING SYSTEMS. THE CONTRACTOR MAY CHOOSE TO INSTALL EITHER QUICK TIE. 6 THESE BEARING NODES CORRELATE WITH THE TRUSS CONNECTOR CC PROFILES AND HAVE BEEN RE-LABELED AS A B�C�D,..., THREADED RODS OR CONVENTIONAL STRAPPING. FURTHER, CONVENTIONAL STRAPPING MAY BE USED IN CONJUNCTION NTH 1st LVL WALL 2. ALL MULTISTUD TO SILL FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE BUILT-UP POST ANCHORS AT 24" O.C. PLY T COMPOSED OF MULTIPLE WALL STUDS TRUSSES AND BEAMS, PROVIDE A 2, IF WALL SEGMENT IS CONVENTIONALLY STRAPPED, PROVIDE SOLE PLATE THE OTHER SYSTEMS, WHERE A FULL HEIGHT ANCHOR IS NOT POSSIBLE. THE CONVENTIONAL STRAPPING MAY BE EITHER NTHe 4/S2.0 FOR SILL ATTACHMENT. PLATE TRUSS ENGINEERING HAVE BEEN DISREGARDED. EQUAL TO THE NUMBER OF TRUSS OR BEAM PLYS. (LION) SEE AS MANUFACTURED BY SIMPSON, USP OR QUICK TIE; SEE APPROVED CONNECTOR SCHEDULE ON SO.0. SHEET 4 0 7 DESIGN SPECIFICATIONS: QUICK TiE CONNECTORS, UPLIFT. AND FASTENERS 0. DESMON ODDS 2007 FLORIDA BUILDING CODE - RESIDENTIAL 1MND LOADING - ASCE 7-05 FOR WIND UPLIFT, UPLIFT ROOF SHEATHING, SEE TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONNECTOR SYP SPF SIMPSON ALT. FASTENERS SPECIFICATIONS BELOW. DESIGN LOADS: ACTUAL AND UNIFORM CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM PRE-ENGINEERED WOOD CHORD. REACTIONS CALCULATED FOR THE BEARING HA4 660 528 H3 9-10dxt'/s" ROOF TRUSSES. 2x. TRUSS. BLOCKING BETWEEN .2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP { POINTS OF ROOF TRUSSES SHALL BE REDUCED IN CONVENTIONAL CONVENTIONAL D BODE El,� ACCORDANCE w FBC SECTION 1605.3.1.1. + UPLIFT CONNECTOR 2x4 SYP#2 DIA. & HORIZ. STRAPPING IF FULL STRAPPING IF FULL FASTENED TO TOP PLATE w/ tOd O 4' O.C. ROOF LOADING (cd=1.25) (cd=1.00) SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED MTS12 945 870 MTS12 14-10dx1/2 I HEIGHT ANCHORING I HEIGHT ANCHORING PLATE w/ 10d 0 3" O.C. TOP CHORD LIVE LOAD 20 psf 40 psf WITH ROOF LIVE LOADS SHALL BE MUL71PUED BY 0.75 BRACING O 24" Q.C. BETWEEN " OUTER WALL & FIRST INTERIOR SYSTEM IS NOT USED. SYSTEM IS NOT USED. 10 st HTS16 1253 1255 HTSi6 22-10dxi/2 SHEATHING MAY I i TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) P WHEN COMBINED w/ DEAD LOAD. 2x SPF BLOCKING TRUSS. TOE NAIL EACH END w/ TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 0 PsfRIPPED TO BOTTOM CHORD LIVE LOAD 10 psf 5 PSI OEFI.EC11� CRIIENA: MS36 1835 1468 MSTA36 26-10dx1'/a" WITH GAP SHOFWN TERMINATE AT 4-0.131x3" NAILS (TYP) FLOOR SHEATHING, BOTTOM CHORD DEAD LOAD DRYWALL CEILING AND TOP OF DBL TOP SEE SPECIFICATIONS Lou P o n t i S o a n 5 Psf ROOF FRAMING LIVE LOAD L/240 TOTAL LOAD L/180 , " AT PART, ENCLOSED PLATE. I BELOW I Associates, Inc. FLOOR FRAMING LIVE LOAD L/360 & TOTAL LOAD L/240 LS18 1005 804 LSTA18 14-10dx1/2 BUILDINGS, BOTTOM I I CS16 1830 1464 CS16 28-tOdxt'/=" CHORD BRACING PER I I 4960sccolaAvenue TRUSS ENGINEERING. HEEL C 1�-O" 40 PORCH SHEATHING, I I lax.Beach,Florida 32250 CONT. RIBBON SEE SPECIFICATIONS Ph.242-0908 Fax.241-955 MATERIAL SPECIFICATIONS: ' BELOW FL:CA a 83a4 SC:cAa 357 MS24 1270 1016 MSTA24 18-10dxi/2" CONVENTIONAL STRIPING I ( BOARD (TYP) SC35 295 236 A35 12-10dxt'/z" Q SEE LEFT FLOOR TRUSSES I ( HEADER & SUPPORT CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS FULL HT. ANCHOR SYSTEM _ ____ I i FOR INFO. OR JOIST. POST, PER PLAN. CbNTACT US SC35F 500' 400 A35F 12-10dx1'/2" NOT SHOWN J� I I OMMEN'1"S�LP-A. M CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A TYPICAL CONNECTION CEILING LINE) I FLOOR TRUSSES I MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN LSi2 715 572 LSTA12 10-8dxCOM. 4 OR JOIST. I ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION HATH TYPE M OR S MORTAR PROVIDES A DESIGN I I COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. QGT 2217 1773 18-10dxt'/z" ROF SHEATHING SPECIFICATIONS: WALL FRAMINGIII WALL FRAMING I PARALLEL PERPENDICULAR PLEADER GROUT. THE GROUT SHALL BE IN ACCORDANCE NTH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE I INS- MIN. '/,6", 24/16, APA RATED OSB OR I I TO WALL � l� PONT 16 Q OF % PLACED AT AN S" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 QGTZ 4050 3240 30-16d PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS O 8" O.C. EDGE & 6" O.C. FIELD (AT PARALLEL PERPENDICULAR00 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1049. 30-16d EXTEND SHEATHING VERT. PORCH SHEATHING SPECIFICATIONS: OHD2 4050 3240 GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" TO TOP OF TRUSS AS SHOWN. + -JUL�U� S/e"0 A304 ROD /2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS O 6" O.C. EDGE AND FIELD REINFORCING STEEL- SHALL BE ASTM A615, GRADE 40. O.C. WITHIN 4'-0" OF ROOF EDGE). PROVIDE 2x4 BLOCKING 3 » STRUCTURAL STEEL: SHALL BE ASTM A992. GRADE 50 AT HORIZONTAL JOINTS. FLOOR SHEATHING SPECIFICATIONS /e (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6 O.C. EDGE AND FIELD USP/SIMPSON CONNECTORS. UPLIFT. AND FASTENERS I". - MIN. 15/32" 32/16, APA RATED PLYWOOD V » 23/32" T&G OSB S PLYWOOD SHEATHING, GLUE AND WELDED HARE FABRIC (MMP}t SHALL BE ASTM A185. SHEATHING, NAILED w/ 0.113x2" RING SHANK O 6" HEEL -O UPLIFT O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS NAIL WITH 10d COMMON O 6" O.C. EDGE & FIELD VALID ONLY VVHE ANCHOR BOLTS dt THREADED R00: SMALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. CONNECTOR FASTENERS CODE DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN SIGNATURE 1S W BL WIC SYP SPF 4'-0' OF ROOF EDGE). 3 PORCH SHEATHING CONNECTION AND RAISED SEA QT WMRE ROPE: '/•"$ do %"0. GALVANIZED "AIRCRAFT" DESIGNED 7x19 w/ A MIN. BREAKING STRENGTH OF 7,0001bs. do A35 450 450 12-8dx1'/2" FL 74.4 1 ROOF TRUSS CONNECTION 2 FLOOR TRUSS AT WALL FRAMING 14.000lbs. RESPECTFULLY. H2.5A 600 520 5-8d EA. END FL503.5 S2.0 52.0 S2.0 REVISIONS DATE WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). HS 620 530 5-10dx1.5" EA. END FL1423.7 (CAL STUD NAILING:0.131x3" END NAILS: TYPICAL HEADER NAIUNG:0:131X3" TOE NAILS 4-16d EA. SIDE OF FASTEN ALL TOP PLATES TOGETHER 2x4 SYP#2 DBL. TOP PLATE NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. PLATE BREAK (2) ROWS OF .131x3 0 12" O.C. MTS12 1000 860 7-10dx1'/,' EA. END FL474.325 (2) O 2x4, (3) ® 2x6, (4) O 2x8. 2X6, 2x8 - (4) NAILS STAGGARD. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): 9" LVL, 11" LVL, 2x10, 2x12 = (6) NAILS " TYPICAL SHEATHING. HTS20 1450 1245 24-10dx1'/=" EA. END FL538.9 6"MAX. 6"MAX. SYP#2 DBL. 14" LVL, 14` LVL = (8) NAiLS SYP#2 HEADER, 4-0 �,Nw/ . 2x4 SPFy2 STUDS QUICK TIE, PRODUCTS: 'Q1000' FAST CURE EPDXY TOP PLATE PER PLANS AT 16" O.C. (TYP) SIMPSQN STRONG-TIE CO: 'AT' ACRYLIC-TIE FAST CURE EPDXY MSTA24 1765 1270 9-10d EA. END FL1901.57 FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH 2x4 LOWSYP#2B SCAB METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. MSTA36 2050 1870 13-10d EA. ENO FL1901.59 TO ENGAGE STUDS. BELOW BOTTOM PLATE FACE NAIL TO RATED SHEATHING TO TRUSS TOP CHORD RUN CONTINUOUSLY TO FIELD ALTERA 9-10d EA. END FL1901.61 INSTALL ADDITIONAL (WAIL SHEATHING SPEGIFIGATiON W/ 12d NAILS 0 3" INSIDE FACE OF CHIMNEY CONSTRUCTION SPECIFICATIONS: CU MsrAM24 1465 1270 - ID 5-'/4"x2-'/4 11TENS FULL HT ANCHORS. SEE DETAIL 13/S2.1 FOR BOX GIRTS REQUIRED BETWEEN O.C. (TYP EA. SIDE) FRAMING. (TYP) CONTRACTOR SHALL CONTACT WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. MIN. /is". 24/16, APA RATED OSB OR PONTIGO fi ASSOCIATES PRIOR MSTC66 5660 5660 38-16d EA. END FL1901.67 PLYWOOD SHEATHING, NAILED W/ Bd MAKING ANY STRUCTURAL FE FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED --- --- ------- COMMON WIRE AT 6` O.C. EDGE AND 6` MODIFICATIONS WHICH MAY V v To VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE 22-10d TO TRUSS _ _____ O.C. FIELD. PROVIDE 2x4 BLOCKING IS ALL FROM THE INTENTS THE P SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR MGT 3965 3330 FL1423.15 JOINTS. AT WALLS HATH STUCCO FINISH, CONSTRUCTION DOCUMENT5. REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS 1-/2'0 ROD TO FTG. DROPPED HEAD FIELD ALTERNATIONS MADE L To FASTEN 2 MSTA36 AT PANELS SHALL BE ORIENTED LONG ROOF TRUSS ELEVATI ON BEING APPROVED BY LOU PON B PROVIDE �t3 O 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR 14-SDS'/,x3" TO TRUSS BEAM ( ) IF HIGH SIDE L WALL DIRECTION PERPENDICULAR TO WALL STUDS. / INSIDE FACE OF SHEARWALL ROUGH DROPPED HEAD ASSOCIATES MAY RESULT CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. PHD5 4685 4380 FL503.26 iS A SHEARWALL, INSTALL MINIMUM FASTENER E.E. ADDITONPECTIOENGINEERINGS. i-3/e'0 ROD TO FTG. OR BEND AROUND ENDS AT DBL. 2x BLOCKING IN OPENING (1 SILL PLATES TOE x4 SYP#2 BLOCKING BELOW PLATE INSPECTION FEES. NON-SHEARWALL. < 4'-4" (1)2x4 SPF N12 (4)12d TOE NAILS TOE-NAIL TO TRUSS TOP CHORD WITH REINFORCED CONCRETE DESIGNED PER ACI 318 LATEST EDITION, t'c = 2500 PSI. (COMPRESSIVE STRENGTHS) U.O.N. 18-16d TO TRUSS/BEAM FIRST (2) STUDS SPACES 4-12d NAILS EACH END (TYP EA. SIDE) HTTt6 3480 3080 FL503.20 c 6'-4" (2)2x4 SPF /2 (t)A34 + (2)12d TOE NAILS PULLHEIGH ANCHOR( G MASONRY ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE 1-5/e`0 ROD TO FTG. (I I I c 8'-4" (3)2x4 SYP p2 (t)A34 + (6)12d TOE NAILS SYSTEM, SEE SCHEDULE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. 32-16d TO TRUSS/BEAM < 12'-0" (3)2x6 SYP /2 (2)A35 + (6)12d TOE NAILS ON 1/S1.1 GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN HTT22 5250 4670 FL503.21 JACK AND KING STUDS, I I I I IREINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL 1-%'e ROD TO FTG. PER HEADER SCHEDULE -- ---- --- EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 O 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, 20-SDS'/.x3" TO TRUSS/BEAM ROUGH OPENING PER PLAN AND WALL INTERSECTIONS, PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS HDO8 8325 7210 FL1463.25 I I TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 1-7/s"0 ROD TO FTG. SOLE PLATE ANCHORING, (3) O 2x4, (4) O 2x6, (5) O 2x8. (2)2x4 SYP#2 BLOCKING MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND 6-10d TO HEADER PER SCHEDULE ON 1/S1.1. PT' SYP#2 VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE LUS28 930 780 FL474.284 SOLE PLATE SILL PLATES 2x4 SYP#2 SCAB BELOW I BELOW PLATE ORDTOENAIL TO A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD 4-10d TO JOIST BOTTOM PLATE FACE-NAIL I TRUSS TOP CHORD WITH 1i I L TO TRUSS TOP CHORD w/ I 4-12d NAILS EACH END 8E NOTIFIED. 14-16d TO HEADER IN 12d NAILS 0 3' O.C. (TYP HU410 905 785 FL5808.84 (TYP EA. SIDE) WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE 6-16d TO JOIST FOUNDATION, SEE PLAN EA. SIDE) PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT -- ---- --- LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF ABU44 2200 s/s"0 ROD w/ 12-16d FL474.21 EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN WINDOWS '/z"o THREADED ROD ANCHOR BOLT w/ 8 HOWEVER, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED < 4'-4" - (1) ANCHOR OR < 8'-4" - (2) ANCHORS OR <12'-4" - (3) ANCHORS 1'/2" PLATE WASHER FULL HT. ANCHOR /2 FROM SOLE GALVANIZED. IF ACZA PRESERVATIVE IS USED. ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ABU56 2300 m.-O ROD w/ 12-16d FLT725.1 4 TYPICAL WALL FRAMING MAX. MIN. PLATE BREAK PLAN RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, PA51 1690 9-16d (EMBED ANCHOR) FL474.335 ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO g2,0 1. REFER TO S1.1 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE. TOP OF ROOF ATTACHMENT Z HOLES SHALL BE '/," LARGER THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. (U.O.N.) ROOF OR FLOOR BEARING ELEVATION, U.O.N.. ON PLAN. 2. USE SPF#2 OR BETTER FOR ALL WALLS. IWAIHING �EWICA710ft SET SIMPSON EPDXY-TIE FL402.3 O 10-16d TO STUD/BEAM/POST WOOD FLITCH BEAM: H10F OR H12F. '/a" CDX PLYWOOD FLITCH. FASTEN w/ CONSTRUCTION ADHESIVE ANO NAILED. SHINGLE ROOF MIN. '/ia". 24/16. APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113X2" RING SHANK NAILS O LTT208 1750 1675 FL474.264 " " i-'/z'a ROD TO FTG. FASTEN (2) 2x4 EXT. STUDS TO 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4'-0 2 PLY 3 PLY 4 PLY PARALLAM HEADER BELOW w/ (2) CS20 STRAPS OF ROOF EDGE). LSTA12 805 695 10-10d FL1901.30 BEAM. BEAM. BEAM. (3) ROWS %"0 PSL BEAM, 9-8d NAILS EA END. (TYP. EA. END) PER PLAN. HEX HEAD THRU /)I, �I TILE ROOF MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK O 6" O.C. EDGE CS16 1705 13-8d FL1901.30 N BOLTS w/ HEX LU & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4-0 OF ROOF NUTS & WASHERS EDGE). �21CK LINTEL SCHEDULE dt MISC. BRICK SPECIFICATIONS AT 24" O.C. • (2) 2x HEADER (2) 2x HEADER FASTEN (2) 2x4 IXT. WALL MIN. I&". 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 8d COMMON WIRE AT 6" O.C. STUDS �HEADER FASTEN MULTI-PLY EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, LINTEL DIMENSION idlN. BRC. MAX. SPAN (2) ROWS 16d (3) ROWS t6d (2) ROWS °/a"tb HE BELOW w STUD. PER 5/52.0. U. PANELS SHALL BE ORIENTED LONG DIRECTION PERPENDICULAR TO WALL STUDS COMMON WARE COMMON VIRE HEAD THRU BOLTS 2x SPF DIAGONAL ''� STRAPS 9 ND. NAILS I Q w HEX NUTS & BLOCKING FASTENED EA END. (TYP.) �' (BOTH ENDS)TYP. I GLUE AND NAIL WITH tOd COMMON 0 6" O.C. DGE & FIELD L3'/2x3'/ix'/. 4" 6'-0" AT 12" O.C. AT 12" O.C. / -�- LLQOR 23/32" T&G OSB OR PLYWOOD SHEATHING, EA. SIDE. EA. SIDE. WASHERS 0 24" O.C. w/ 3-4.1 TYP( AL SHEATHING MAY L4x3'/s"x'/4 6" 8'-O" ENO TYPICAL. EXTEND.2" PAST I PORCH 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS O 6" O.C. EDGE AND FIELD L5x3'/2`x'/4 6" 10'-0" 3 WIMULTI-PLY 31/'" WIDE MULTIPLY BLOCKING-WINDOW -'' OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS O 6" O.C. EDGE AND FIELD DE LVL ATTACHMENTS MUST i "l2x SPF DIAGONAL TYPICAL IELEV. OF TOP 6 HDR. AT I MAIN e ( " " BLOCKING FASTENED FASTEN TO STUDS TE EXTERIOR w L6x3'/z"x'/, 6 12'-0 �` PARALLAM BEAM r ANCHOR INTO 2x / SHEATHING. IWITH UC26-2 ( WALL. Q HARDIPANEL WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d COMMON NAILS OR MATERIAL. w 3-D TY x3" SHEATHING ttgo, 1'/2'Ig GALV. ROOFING NAILS O 6" O.C. EDGES & FIELD. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL L7x3'/='x'/. 6` 16'-0" t'/2" t'/=" 1'/Z" EA. END TYPICAL. (HANGER (TYP.) I SHEATHING AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL 1. STEEL LINTELS TO BE MINIMAL 36' LINTEL MUST HAVE CORROSION (3) ROW OF 10d / HEAD PLATES AND I i ❑ " RESISTANT COATING OF EPDXY BASED PAINT. NAILS 0 8" O.C. " r FASTENERS. PER 4/S2.0. BLOCKING AT 48 MAX • _ at STAGGERED (2)2x MIN. < 4'-2 IF MORE 2. LINTEL MORE THAN 8'-0". SHOULD BE LATERALLY SUPPORTED NOT (1) ROW OF 10d \ THAN 4'-2- SEE 4/S2.0 ROOF AND COLING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT / + c`+ N a SIMPSQN A35 CLIP SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO EXCEED I FT. O.C. w i-/4x3" WD. SCREWS INTO HEADER PROVIDE NAILS O 6" O.C. A '/_" VERTICAL SLOTTED HOLE FOR SCREW. STAGGERED TYPICAL BATH ENDS ROUGH OPENING I TO BLOCKING WITH PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. (1) ROW OF tOd SEE ARCH. SINPSON HTT22, I 3. BRICK VENEER ATTACHMENT: HORIZONTAL TIES 0 24" O.C., VERT. NAILS O 4" O.C. ROUGH OPENING U.O.N. I OVERLAP SIDE CURVED WALLS: SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED HATH /e" COX PLYWOOD INSTALLED WITH THE TIES O 12" O.C.. (FOR 110mph WIND-ZONE VERT. TIES O 16" O.C.). AT STAGGERED SEE ARCH. WALL TOP PLATE STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d " " I AS SHOWN MON WIRE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED ALL OPENINGS SPACE TIES WITHIN 12 OF OPENINGS. PROVIDE/,s o 2x4 SYP#2 STUDS COMMON WEEP HOLES 0 33" D.C. IMMEDIATELY ABOVE FLASHING. ARCHED TRANSOM ARCHED WINDOW AT 1s" o.c. (TYP) AND NAILED PER SHEATHING SPECIFICATIONS. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QB BE RESPONSIBLE FOR CONSTRUCTION WOOD MEMBER FASTENING SCHEDULE UON ON PLAN. ELEVATION PLAN MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN 1. TYP. CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. NOTE: TRIM WALL SHEATHING TO MATCH Q ACCORDANCE HATH THE CONTRACT DOCUMENTS. CONNECTION RADIUS WINDOW FRAME BY t 1/2" SID OF BUILDING ATTACHMENT MEMBERS TYPE FASTENOR 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL 5 BUILT-UP MEMBER FASTENING s RADIUS WINDOW FRAMING 7 CHIMNEY FRAMING W z FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED STUD TO SOLE PLATE TOE NAIL 3-16d PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS S2.0 CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TOP PLATE, LAPS/INTERSEC110N FACE NAIL 2-16d S2.0 52.0 CONT. HEADER, Two PIECES FACE NAIL 16d0 16" O.C. O EDGE QUICK TIE ANCHORING SPECIFICATIONS: JOIST/TRUSS TO PLATE TOE NAIL 2-16d CONVENTIONAL ROOF CONT. HEADER TO STUD TOE NAIL 3-16d FRAMING, PER CONVENTIONAL " FLOOR JOIST SCHEDULE CEILING JOIST SCHEDULEyENT1oNAL FLOOR FRAMWG FLOOR FRAMING SHALL BE SYP#2 OR ROOF SCHEDULE BELOW. THE QUICK ANCHORING SYSTEM SHALL CONSIST OF GALVANIZED AIRCRAFT" WIRE ROPE WITH THREADED STUD SWEDGES CEILING JOIST TO ROOF RAFTER FACE NAIL 8-0.131x3" MN EACH END AS MANUFACTURED BY QUICK TIE PRODUCTS, INC. JACKSONVILLE FLORIDA. QUICK TIES SHALL BE ORIENTED (2) ROWS OF 0.131:3" ALL ROOMS EXCEPT SLEEPING & ATTIC MAXIMUM SPAN BETTER. FLOOR JOIST SHALL BE SIZED IN ACCORDANCE WITH FLOOR JOIST UPLIFT CONNECTER AND VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. QUICK TIES ARE TO BE INSTALLED AS DOUBLE TOP PLATE FACE NAIL Oft O.C. STAGGERED FLOORS - 30 PSF LIVE LOAD JOIST SCHEDULE. (AT RIGHT) LION PROVIDE RIM JOIST CONTINUOUS AROUND ALL 2-12d TOENAILS EACH 2x8 SYP#2 INDICATED ON PLAN AND THE ON CENTER SPACING PER SCHEDULE AT BOTTOM OF FRAMING PLAN. FRAMING NAILS (SIZES) HARDWARE (SYP #2) 024" O.C. 016` O.C. OPENINGS IN FLOOR SYSTEM AND AROUND PERIMETER OF FLOOR. NAIL THE SIDE OF RAFTER. # (1) A35 CLIP FLOOR RAFTER SPACING MAX. SPAN » FLOOR JOIST TO THE RIM JOISTS w/ 6-16d NAILS. WHERE FLOOR JOIST RIDGE BEAM EA. RAFTER. '/4'0 (QT) & 3/e"0 (QT3) SHALL HAVE A MINIMUM ALLOWABLE CAPACITIES OF 2850# AND 6540#. RECEPTIVELY. QT WIRE NAIL SIZES (SYP #2) 2 x 6 11 -9" 12'-9 ROPE SHALL BE PRE-TENSIONED TO ELIMINATE THE CONSTRUCTIONAL STRETCH AND RELAXATION INHERENT TO ALL BUTTS INTO BEAMS AND ARE NOT SUPPORTED FROM BELOW C JOTS OR . HELICALLY-LAID WIRES AND STRANDS. THE PRETENSIONING FORCES REQUIRED AT INSTALLATION SHALL BE AS RECOMMENDED NAIL NAIL SIZE NAIL NAIL SIZE 12 10'_9" 2 x 8 15'-O" 17'-O" BEAM, USE 16gp FACE MOUNT JOIST HANGERS SIZED TA MATCH JOIST AND REF. REF. REFER TO HARDWARE INSTALL ACCORDING TO THE MANUFACTURERS SPECIFICATIONS (FILL ALL NAIL 2x6 SYP#2 AT 24" O.C. BY QUICK-TIE PRODUCTS IN ORDER TO YIELD A RESIDUAL TENSION EQUAL TO THE ABOVE NO ALLOWABLE CAPACITIES. + , CHART THIS SHEET 2 x 6 16 9'-9'• 2 x 10 19'-0" 21'-6" Sd. 0.131 x 2-/2 12d. 0.148 x 3-/4 HOLES). PROVIDE SOLID BLOCKING NAILED THROUGH JOIST INTO END OF 8-0.131x3" COMMON FOR NAIL SIZES » 2 x 12 23'-3" 26'-3" QUICK TiE INSTALLATION REQUIREMENTS: ALL QUICK TIE ANCHORAGE SHALL BE INSTALLED BY A FACTORY TRAINED AND IOd. 0.148 x 3" 16d. 0.162 x 3-'/2" 24 8'-6 BLOCKING w/ 4-16d NAILS IN SPANS AS FOLLOWS: 4ACH TOE NAILS JO EA. END OF CEILING LICENSED INSTALLER. QUICK ME MUST BE TENSIONED ACCORDING TO THE DIMENSION INDICATED ON TAG ON EACH QUICK TIE 12 14,_2" ATTIC DESIGN cPSF LA: CEILING JOISTS PER TABLE EACH RAFTER TO JOIST TO ROOF RAFTER AND INSTALLED ACCORDING TO MANUFACTURERS INSTALLATIONS INCLUDED IN EVERY BOX OF QUICK TIES. 10 PSF DL, 15 PSF LL 1. SPAN < 12' BLOCKING NOT REQUIRED AT RIGHT w/ 8-12d COMMON DOUBLE TOP PLATE 2 x 8 16 12'-10" PROVIDE SOLID BRIDGING AT 2. SPAN 12'-18' - (1) ROW WIRE NAILS EA. END INTO (TYP) DO NOT SCALE DIMENSIONS FRC M 24 11'-O" MAXIMUM SPACING OF 8" O.C. 3• SPAN > 19' - (2) ROWS RAFTERS. (TYPICAL) " AND AT JOIST BEARING ENDS °• THESE DRAWINGS.IFA O THE Is 12 18'-0" E • 2x6 SYP#2 CEILING JOIST d o° UNCLEAR REFER THE NOT NAILED TO ROOF RAFTERS. RIM BOARD, ARCHITECTURAL ONTATHOR DRAWINGS THREADED ROD ANCHORING SPECIFICATIONS: 2 x 10 16 16'-1" THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF '/z"0 A307 THREADED RODS, ORIENTED VERTICALLY AND 24 13'-1" tNIIMIJ:I+I USE DETAIL ONLY I ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY BE USED IN CASES WHERE ONE 12 21'-9" CONTINUOUS ROD IS UNFEASIBLE. RODS ARE TO BE INSTALLED AS INDICATED. ON PIAN AND THE ON CENTER SPACING PER FLOOR JOISTS PER (1) H3 CLIP EA. END OF .JOIST. IED SPECIFIED ON LAP SCHEDULE AT BOTTOM OF FRAMING PLAN. ABOVE THE TOP PLATE, PROVIDE A 3'z3`x'/4" OR 3"x3'x'/s" PLATE WITH 1'/2"il 2 x t2 16 18'-10" CONVENTIONAL ROOF SCHEDULE TABLE AT LEFT. WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYPICAL) 24 15'-5" ASPHALT SHINGLE CONCRETE TILE DATE ROOF RAFTER UPLIFT CONNECTOR 0 CONVENTIONAL ROOF FRAMING: 08.28.07 AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 1/4" LARGER THEN THE DIAMETER OF THE THREADED ROD " SEE CONVENTIONAL FLOOR FRAMING IN (SYP N2) MAXIMUM SPAN MAXIMUM SPAN 1. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ANCHOR WALLS TO FRAMING w/ MTS30 AT 32" O.C. DESIGN/DRAWN CONSTRUCTION SPECIFICATIONS. 024` O.C. 016" O.C. 024" O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS USED. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. RODS MAY BE SLANTED FROM TRUE ROOF FRAMING, SEE LEDGER BOARD DETAIL 16/S2.1 WHEN OVERFRAMING FALSE DORMER OVER ROOF TRUSSES VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE 2 x 6 9'-6' 11'-6" 8'-6" 9'-9" (i)H3 Qg, 4-12d TOE NAIL (1)A35 PR 4-12d TOE NAIL FOR ATTACHMENT OF OVER FRAMED RAFTERS TO MAIN PROVIDE 2x4 BLOCKING BETWEEN TRUSSES O 16" O.C. LAP/MRG THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN OF A RAFTERS. FASTEN BLOCKING EACH END w SIMPSQN A35. CHECKED STANDARD WRENCH (APPROXIMATELY 30 ft.-lbs. OF TORQUE). DUE TO � AND COMP 1 OF BUILDING; 2 x 8 13'-0" 15'-O" 11'-6" 13'-0" (2)H3 JZR 8-t2tl TOE NAIL {2)A35 8-t2tl TOE NAIL / CONTRACTOR SMALL RE-71GN1EN NUT TO 30 ft-ba OF TORQUE AFTER ALL TRADES ARE COMPLETE NO PRM TO 2 x 10 16'-6" 19'-0" 13'-9' 17'-0" (1)MTS12 (2)A35 I MLA7M FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING 2. WHEN USING TWO H3 CLIPS ON DBL. WIDE LUMBER, LAP AFTER DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR OCCUPANCY. 2 x 12 19'-0" 23'-O' 16'-3" 19'-9" (2)MTS12 (2)A35 PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. SHEET ALL THREADED RODS SHALL BE DRILLED AND EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3' FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT S2mO FOR MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL, CMU, AND ICF INSTALLATIONS. B CONVENTIONAL FRAMING DETAIL AND SCHEDULE ryM.Ip,I s DORMER ROOF FRAMING S2.0 011e S2.0 6" MAX - A 6" MAX - / \ WHERE ANCHOR IS // SPECIFIED ON PLAN PLAN xi A \ FULL HT ANCHOR TERMINATES J. TO GIRDER/BEAM �` CONVENTIONALLY STRAP AT UPPERMOST TOP PLATE LOCATE ANCHOR WITHIN TRUSS UPLIFT TRUSS UPLIFT PLATE TRUSS UPLIFT I I WHERE MAX. ANCHOR w/ NUT AND WASHER. B CONNECTOR PER CONNECTOR PER TO STUD CONNECTOR PER I SPACING IS EXCEEDED 6` OF POST. PLAN & SCHEDULE. PLAN & SCHEDULE. CONN, PLAN & SCHEDULE. I C B C SOLE PLATE FULL HT. DOUBLE FULL HT, FULL HEIGHT FULL HEIGHT / I I I I I I I ANCHOR TOP PLATE. ANCHOR ROUGH OPENING ROUGH OPENING THREADED.ROD QUICK TIE FASTEN SHEATHING TO LOWER / I I I I I I I WALL STUD OR SEE ARCH, SEE ARCH. TOP PLATE PER EDGE NAILING -IPOST, PER REQUIREMENTS. ADD 8d O 6" / I i i I I I PLAN I WALL STUD POST 3" MAX. SEE 4/S2.0 FOR ATTACHMENT OF LOU P O n t 1 g O and NOTE 3 O.C. TO UPPER TOP PLATES �� I I I I I I I I B OR POST. ON" IF USING DROPPED HEAD FRAMING (TYP) Associates, Inc, WHEN FULL HEIGHT ANCHORS - QUICK TIE. ARE > 6'-0" D.C. I I I i , I I Isouo BLOCKNct LOWERED HEADER RAISED HEADER ELEVATION 496 Osceola Avenue STEEL COUPLER AT TOP PLATE j I I I 1 1 IWITHIN FLOOR I UPLIFT ANCHORING SYSTEM UPLIFT ANCHORING SYSTEM lax.Beach,Flodda322so (OPTIONAL. LOCATE FLOOR TO FLOOR a Ph.242-090A Fa x.241-9i5 AS NEEDED) STRAPPING I I I I I I �(�)- i ' fL:CA a 8344 SC:CA#35T /�� I FLOOR TRUSS OR JOIST I I - - I FULL HT. CONN, STANDARD UPLIFT Wj2j UPLIFT CbNTACT US WITH YOUR C -I --��-I- ANCHOR LABEL <Bos�>~Pal cawroN ttufss <tato ea Pal co►woN VAM FLOOR FLOOR FLOOR RAISE WALL SHEATHING \ FULL HT. I I I I I 1 1 I I OMMENTSfrDLP-A.0 M FRAMING FRAMING FRAMING '/_" FROM BOTTOM OF \ ANCHOR I I I ( AT OPENINGS > 4'-2", I ( I I AT SILL LATE AT TOP PLATE QA 2094 STRAP O 32" O.C. 20ga STRAP ® 16" O.C. TERMINATES �IPOST TO I B 20 o STRAP 3 2 o STRAPS SOLE PLATE. \ I I HEADER, I I ATTACH TOP PLATE TO I 11 Q 9 O 09 AT FLOOR I YPICA I I HEADER WITH LSTA12 I IMATCH FULL HEIGHT FOUNDATION. FOUNDATION, PLATE FOUNDATION, I I I I POST ABOVE © FULL HEIGHT ANCHOR THREADED Roo I I I ( BENT OVER w/ s-1od I I I I I FULL HEIGHT ANCHOR INSTALLATION CHART PER PLAN. PER PLAN. TO STUD PER PLAN. I EMBEDMENT I ( I I INTO TOP PLATE AND I ( ( I I " PROVIDE %»0 ROD OR QT3 OR (2)'/2"0 THREADED ROD OR L 0 I : : I'0 N I 16 CONN, "g• MIN, SEE 3/S?,1 I 1 I ( 6-10d INTO HEADER, I I ( i � q�' k TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT EDGE FO)UNDATION.ALLOW THE MTT20 AT FULL HEIGHT CONNECTION O SKS TO \ HOLE HOLE HOLE SPEC. DEPTH DISTANCE AVOIDING THE HTT22 AT BASE. JUL 1 U 20(9 QT 7/s"0 5/a"0 9/1610 3x3x'/4« 4" 4« 2« 3« THREADED ROD QUICK TIE CONVENTIONAL » » 1 3 ' NOTES:\\� ��/ 1 I I I 1 QT3 1 0 /s 0 /a"0 3x5/2x/2 6/4" 6/4" 2 3" 2TRAPS SHALL BE BENT MIN. 3" OVER AND FASTEN TO DBL. TOP ` E 53311 FULL HEIGHT ANCHOR FULL HEIGHT ANCHOR STRAPPING FOREE TABLE AT RIGHT 6"MAX. FROM SOLE PLATE ANCHORS FOUNDATION NOT SHOWN '/2" ROD 3/4"0 3/4"0 3/4"0 3x3'/2 z'/2" 6" 12" 2" 3" 9 PER SCHEDULE ON PLAN. PLATE WITH 5-10d. FASTEN OTHER END TO HEADER/JACKS WITH 5-10d. AT SOLE PLATE AND EDGE DISTANCE. KING STUD 3/e" ROD 1"0 %"0 7/e"0 3x3'/2x'/2" 6" 12" 2" 3" VALID ONLY WLL MONO STEM MONO STEM UPLIFT ANCHORING SYSTEM sIGNATURE IS W BL pmc IF SW-1 IS SPECIFIED EACH SIDE OF OPENING, AND RAISED SEAL j 1 ALTERNATE ANCHORING SYSTEMS SHEATHING NAILING DETAIL PROVIDE FULL SHEATHING ABOVE WINDOWS, AND 3 FULL HEIGHT ANCHORING SYSTEM EN 4 2 HEADER STAPPING DETAIL S21 ANCHORING SYSTEM SELECTION PER 1/S1.1 S21 NAIL WITH 8d O 3" O.C. EDGE AND FIELD. S21 IF CONVENTIONALLY STRAP, SEE DETAIL 1/S1.1 S2.1 too' REVISIONS D 7E SYP#2 2x4 NAILER FASTENED TO TRUSS � BOT. CHORD w/ 0.131x3" O 3" O.C. (1) ,/s~ Q•T ROOF TRUSS. ROOF FASTENED TO SHEATHING w/ Sd O 3» O.C. (1) 11/2" R� '(BUSS, ATTACH SW SHEATHING TO ADJACENT X-BRACE I I O 0 2x4 SYP#2 CATS AT 12" �- OR TRUSS. BLOCK ALL PANEL EDGES. DIAGONAL i O.C. FASTENED TO TOP �� U NAILING TO MATCH SHEARWALL. FOR SHERATED ROOF PERP. f {� PLATE w/ 4-0.1 Mx N. M,4« BOTH ALTERNATE B AND C. TOPAP ITE w/ OdNG E 0 3o O.C. C SHEATHING. TRUSS 2x4 CHORD, MEMBER IZ. ----------I -------III r-------- 1/4""Q•T . . .COMMON. FIELD ALT2x SYP 2 CONT. ATTACH 16" M AX. \ (30-16d -I---------- --------- (2) 1/= R00aNIH. 8 MIN. ® _\ \ --^----- PONTIGOTB ASSOCIAiESCONTACT PRIOR \ CO EA. A I i III III FASTEN CATS EACH END w/ TO TOP PLATE AND TRUSS \ 3-0.131x3" COMMON TOE NAILS , w/ 0.131x3' O 3" O.C. EDGE OF \VERT' 4-16d ( I MAKING ANY STRUCTURAL F� 2x MAY OVERHANG TOP PLATE. SHEARWALL \\\\ (T�•) 2x4 BLOCKING I I MODIFICATIONS WHICH MAY V Ry FROM THE INTENT OF THE ORIG SHEARWALL OR SHEARWALL \�� I I (2) 3/8 0.Q.T • � CONSTRUCTION NS MA DOCUMENTS QUICK TIE SC35F B B OR FIELD ALTERNATIONS MADE P TO EXTERIOR WALL A w/ 12" O.C. I I (2) 6/e" ROD • BEING APPROVED BY LOU O e SULT ALTERNATE A ALTERNATE B ALTERNATE C 11 SHEARWALL S I . � \ MITER GLASS i, ..'I ADDITIOASSOCINAL ENGINATES MAY EERING PG \\\\ HEAD FRAMING. SW-1, SW-2, SW-3 SW-1 AND SW-3 SW-2 A \ DETAIL A INSPECTION FEES. /�" OSB DIAPHRAGM FASTEN TO ROOF FLOOR DECK-\ 10d 04"O.C. +k + e \�\ THREADED ROD CONVENTIONAL CONVENTIONAL 3a" Q.T TRuss. (OR 2) / NAILER w i ROW 8d A 3" O.C. A v v • • -' __ \ \ �- F1J11. NT ANCf10RS Q- UPPER 70 WN�R STUDS t�A - Uf2PER 710 LrOMER POST (2) %* ROD FASTEN TO TOP PLATE w/ (2) ROWS '/16" OSB A. PROVIDE 2x4 SYP#2 UPRIGHT FROM TOP SW-1: (1) %" OR (2) '/2"0 ROD SW-1: (3) CS16 STRAPS HHD011 w/ 1"0 THREADED ROD e� u'" I • Z • j OF 8d O 3 O.C. BLOCKING TO BOT. CHORD OF TRUSS AT EA. X-BRACE SW-2: (2) %"0 ROD SW-3: (2) CS16 STRAPS In PANNEL SHEARWALL NOTES: (IF VERTICAL IS NOT PRESENT) SW-3: (1) '/2"0 ROD _ (I)- f0111[fAT10N N+cHa�R 2x4 SPF FLOOR 1. ANY ALTERNATE MAY BE USED AT ANY SW, EXCEPT AT SW-2 USE AL1'. D. SHEARWALL OR ® ENO STUDS TO FOUI�A110N HHDQ71 SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING SW-1: HTT22 OR PHD6 TO TRUSS BOT. CHORD w/ 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. MITER GLASS B. 2x4 SYP#2 HORIZ. MEMBER w/ 16d O HEAD FRAMING. SW-3: HTT16 OR PHD2 4" O.C. TO BLOCK BELOW. MEMBER LENGTH ��- (2) ROWS 0.131x3' O 3 O.C. SHALL BE AT LEAST 8' BUT NO LESS THAN i. CORNERS, TEES, JACKS, AND KING STUDS CAN BE USED AS • " INTERIOR 3. WHEN SW IS PERPENDICULAR TO ROOF TRUSS SEE DETAIL 6/S2.1. REQUIRED STUDS WHEN LOCATED ADJACENT TO FULL HT. ANCHOR. SHEARWALL. THE LENGTH OF THE SHEARWALL. SW-2 5-16d NAILS C, 2x4 BLOCKING BETWEEN TRUSSES ALONG 2. SHADED STUDS ONLY REVD WHEN USING QUICK TIE SYSTEM. (TYPICAL) TOP AND BOT. CHORD, w/ 4-12d TOE NAILS 3. INDICATE ALTERNATE LOCATIONS. ALTERNATED ALTERNATE E EA. END (TYP) o W 5 SHEARWALL ATTACHMENT AT ROOF & FLOOR s LATERAL TRUSS X-BRACING 7 TYPICAL SHEARWALL ELEVATION r8 SHEARWALL END STUDS CONFIGURATIONS O S2.1 S2.1 S2.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. 52.1 MINIMUM 2-PLY TRUSS THREADED ROD WALL SHEATHING LD TYPICAL HIGH UPLFT ALTERNATE DETAIL SGI AU ANCHORING SYSTEM 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. FASTENERS TO CONN. UPLIFT FULL HL (2)HTS16 TO BLOCKING O 3" O.C. / \\ ATTACH AT EACH WALL STUD w/ 3-16 DETAIL CONNECTOR 1RUSS/LVL HEIGHT CAPACITY ANCHOR '/2» PLYWOOD � NAILS AT EA. FRAMING INTERSECTION. 9A PH05 14-SDS '/4x3" 11'/" 4685 3/s"b OR QT3 SPACER BETWEEN I (MIN. OF 6-16d BETWEEN EACH TRUSS) �- 96 HTT16 OR OH02 18-16d 16" 3480 %"0 OR QT3 MEMBERS. 9C HTT22 32-16d SINKERS 22" 5250 %"o OR OT3 (4)MS24 / WALL STUDS WALL STUDS 9D SEE DETAIL SEE DETAIL 12" 6371 % 1"0 OR QT3 QT OR /2 0 ROD MSTC66 ON TOP OF 8d COMMON NAILS AT 16" Q.C. AT 16" O.C. 9E SEE DETAIL SEE DETAIL 6" 7920 '/a"0 OR OT TRUSS AND DOWN AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, 9F HDQ8 20-SDS 1/40 14" 8325 BUILT-UP OUTSIDE FACE OF POST. PLAN VIEW FASTEN TO ROOF FRAMING BELOW HHD011 24-SDS '/ax2183/x" 11445 1"0 POST' '--TT OHD2 OR HTT16 PERPENDICULAR TRUSS w/ 4-12d NAILS AT EACH RAFTER, 9G 9H HHDQ14 30-SDS '/4x2'A 21'/2" 11445 1.4 SEE PLAN. MINIMUM 2-PLY (2) ROWS DETAIL B ROOF SHEATHING LVL QR TRUSS OF 12d AT OVERFRAME RAFTERS, SEE PLAN. tr2" .u O.C. VERT. ROOF TRUSS ROOF TRUSS U. CONNECTOR, PER TRIM OVERHANG .. WALL MINIMUM 2-PLY TABLE ABOVE, QFTA IL 8D FOR PLACEMENT iI • • SHEATH NG SYP#2 LEDGER ATTACH DBL. SYPg2 LEDGER LVL OR TRUSS OF STRAPS, et ; I1 SIMPSON H3 w/ 10-8d COMMON TO EACH STUD, PER ATTACH TO EACH STUD, DBL. TOP PLATE NAILS FROM RAFTER TO LEDGER SCHEDULE BELOW PER SCHEDULE BELOW. Q � STUD WALL FRAMING THESE STRAPS AND LEDGER TO ROOF MEMBER. MINIMUM QGT `., w/ 2x SOLID BLOCKING 2x4 SPF 2 ( MAY BE OMITTED 2-PLY (2) HTS20 - AT SHEATHING EDGE BLOCKING WHEN OVERFRAME A-SINGLE LEDGER B-DOUBLE LEDGER TRUSS ((AVOID NAILING Bd COMMON WIRE NAILS \ RAFTER LENGTH FROM OPP, SIDE \ ALT. TO BOTH H3 ABOVE VERTICAL VERTICAL TOP PLATE TO BLOCKING ® 3" O.C. LESS THAN 4'-0* PRODIDE MTS12 9B. CS16 DIRECTLYREACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING FULL HT. ^�0"0 ROD OF QT3 BUILT-UP ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0-775 2x6 w 5-0.131x3" 1850-2345 2x8 w 6-'/ "0x6" SDS SCREWS BUILT-UP POST, ANCHOR EA. SIDE OF TRUSS POST -O"0 ROD AND ROOF MEMBER. 776-1250 2x8 w/ 5-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS x1 SEE PLAN FOR ATTACHMENT (4)HTS16 OR QT3 ROOF TRUSS \ / 1251-1540 20 w/ 10-0,131x3" AT FOUNDATION (2) EA. SIDE OT OR 1/2'0 ROD OR JOIST \ LOW HEEL _ / FOR PERPENDICULAR 1540-1850 2x12 w/ 12-0.131x3" RAISED BEAM AT END TRUSS CONNECTION BUILT-UP POST, TRUSS CONNECTION SEE DETAIL B ABOVE. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT WALL CONNECTION CONTINUOUS 2x6 SYP#2 SEE PLAN. QHD2 OR DETAIL 9J ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. LEDGER A NOTES: WHERE A LEDGER IS INDICATED TYPICAL CONNECTION Q DETAIL 9H LEDGER FASTEN WITH HTT16 H DETAILS 9A. 9B, 9C. 9F N 5-0.131x3" EA. STUD. TPLAN AND NO TRUSSES BEAR TAT A THAT LOCATION, z THE LEDGER IS BEING USED TO ATTACH THE ADJACENT LEL TRUSS ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE PARALLEL DETAIL 9E P DETAIL $ ABOVE. ATTACH ROOF DECK PER GENERAL NOTES, N ii 9 HIGH UPLIFT TRUSS/BEAM CONNECTIONS 10 WALL ADJ. TO ROOF CONNECTION 11 DECK LEDGER AT OVERFRAME RAFTERS MAIEN 12 LEDGER CONNECTION O TED S2 1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S2.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. C S21 TRUSS TO LEDGER CONNECTION BY TRUSS S2.1 AND WALL SHEATHING AND STUD FRAMING. ENGINEER. NOT SHOWN FOR CLARITY 7 U DET DBL. TOP PORCH HEADER, • q SHEATHING CONT PLATE SEE PLAN. AT GIRT/VERT I < w x JOINT. BLOCKING ABOVE `N a DBL. TOP HEADER TO UNDERSIDE 2x SPF RIPPED TO PLATE OF TOP PLATE. IF NO JACK STUD IS INSTALLED FIT ARCH. DEPTH DROPPED PORCH THEN FASTEN w/ SC35F ON INSIDE REQUIRED. HEADER. SEE PLAN. FACE WITH 6-12d TOE NAILS T&B. DETAIL A AIN. (2)2x4 BELOW. �, j DO NOT SCALE DIMENSIONS OPn=AA I THESE DRAWINGS.IF A DIMEIISIC 14 5 j UNCLEAR REFER TO THE 2x6 OR 2x8 T&B TO ' ARCHITECTURAL DRAWINGS MATCH WALL THICKNESS ' CONTACT THE E. .R DET w/ 12d A 8` O.C. (TYP) DBL. TOP PORCH HEADER, B PLATE FSEE PLAN. MIN. (2)2x4 BELOW. 2x SPF RIPPED TO FIT ARCHITECTURAL WHEN USE DETAIL ON Y If TED SPECIFIED ON LAN DEPTH REQUIRED. OPTION C • SHEATHING CONTINUOUS a AT GIRT/VERT JOINT. DATE 08.28,07 w Iyl SIMPSON HUSC28-2 HANGER DESIGN/DRAWN wl 6-16d TO HEADER D LAP/MRG HEADER, PER PLAN 6-16d TO WALL FRAMING. �T10N 8 CHECKED DETAIL B LAP SHEET I 13 BOX BEAM FRAMING/CONNECTION 1a PORCH BEAM F RAM NG/CONNECTIONS S2 , 1 SY.1 WIDTH OF MEMBERS TO MATCH WIDTH OF WALL FRAMING52.1 A MAY IN LIEU OPTION B AT CONTRACTORS DISCRETION 8x8 PRE-CAST LINTEL, SEE CMU/CONC. BOND BEAM AT TOP OF WALL, SEE 17/S2.2 4/S2.2 FOR OVERALL LINTELf�` DEPTH AND REINFORCING. 4 44- " CMU WALL TYPICAL WALL A5 PER PLAN JAMB REINF. t F � . �•.. .. . , Lou SEE 2/S2.2 REN . SEE SCHED. ON PLAN. FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" OPEN BOTTOM - r �,.� '„�' u P n t i g o a n d " 1-#5 VERTICAL EACH . '` w :' LINTEL BLOCK, TO g'-4" WIDE, PROVIDE WIDE, PROVIDE 1-#5 25" LAP MIN, • • { • ' �..'` Associates, Inc. 2-#5 VERTICAL EACH VERTICAL EACH SIDE CORNER, INTERSECTION, .� 00 o OPEN BOTTOM .� ! •. f� 0 SPACING INDICATED LINTEL BLOCK, ` # 3- 5 VERT. I I I & BOTTOM 5 TOP i^..�.'. .c M SIDE OF OPENING. OF OPENING. 496 Osceola avenue ON PLAN OR SCHED, ih i� iv WITH 2-#5 TOP • •• � • ,. ,,, la x.Beath,Fbrida32254 - Z & BOTTOM 0 Ph.242-0908 Fax.241-9557 ALL OTHER ROUND CMU SQUARE CMU SQUARE CMS DOM 8" CMU WALL. OPENINGS rl.CA a B3aa sccAa 3579 ,• > = M N PILASTER PILASTER PILASTER 8X12 CMU ; ` aII 1 aIo � - 12"0 THRU 24*0 USING PILASTER BLOCK BUILT OF 8x16 BLOCK c NTACT u5 WITH VOURCCMMENTS TYPICAL WALL OPENING, 04 -j -a � 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. " « "_ _ NTS®LP-A.COM REINF. SEE 12,x82 - 2- 9 " « WALL ELEVATION SCHED. EE SEE PLAN HORIZONTAL TIE BEAM LB-�Y 2) FOR OPENING LOCATIONS, SEE ARCH, PLANS. 14 0 - 2-�5 16 x16 4 5 SEE PLAN 3) PROVIDE 8 BEARING EACH SIDE OF OPENING. 14"xi 4" - 2-#5 # PLAN. REINFORCING ONLY ONE ( 16"0 - 4-#5 BAR SHOWN OR CLARITY). FOR 4) GROUT LINTEL SOLID. 18"0 - 4-#5 16"x16" - 4-#5 20"x20" - 4-#5 HOOK VERTICAL WALL REINF. AT DESIGNATION) 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. 20"0 _ 4-$55 18"x18" - 4-#5 ,► TOP OF WALL INTO CONC, TIE 24"0 - 6-#5 22 x22 - 8-#5 " " 22"0 6-�5 20"x20" - 4- 5 24 x24 - 8-#5 -' BEAM OR CMU BOND BEAM. IF PLAN VIEW AT TYPICAL 0 3 WALL TERMINATES AT STAB, 24 x24 - 8-#5 UJI O HOOK REINF. INTO SLAB, `a+' 17 WINDOWZDOOR OPENING -JULN2009 18 0 w cn v FILL ALL CELLS SOLID a -a+ o w WITH GROUT THAT w 1 4 VALID ONLY WHEN 0� w 2 CMU JAMB REINFORCING 3 TYPICAL HORZONTAL CORNER SPLICE fiYPI'CAL CMU LINTEL , ,�, 5 TYPICAL CMU PILASTER SIGNATURE Is w BLUE INK REQUIRE VERTICAL Q rn o REINFORCING AND ALL S2.2 S2.2 S2.2 OIED S2.2 AND RAISED SEAL CELLS BELOW GRADE. , JOINT REINF. N REVISIONS DATE AT 16" O.C. z J''- = o_N ROOF SHEATHING PER w CONSTRUCTION SPECS. 30 f N z SEE LEFT FOR INFORMATION PROVIDE DBL FOR ATTAH2x4NSYP#2BLOCKINGPHRAGM Q ROOF TRUSSES NOT SHOWN, AND SEE 1/S2.0 BETWEEN FLOOR TRUSSES, ATTACH OR JOIST. FOR BLOCKING REQ'D WHEN F DWLS. TO MATCH i�;�.: , « ADDITIONAL ANCHORS ARE REQUIRED AT TO DBL. LEDGER w/12d COMMON o= TRUSS HEEL < 1 -0 . CONT. SILL PLATES. SEE CONSTRUCTION VERTICAL REINF. AT 4" O.C. STAGGARD. CONVENTIONAL ROOF FRAMING, 0 (TYP. U.N.Q.) SPECIFICATIONS FOR SIZE AND SPACING. CEILING JOISTS PER SCHED. SEE ROOF FRAMING PLAN OR PLAN SECTION (1) ROW 10d 0 24" O.C. SCHEDULE 9/S2.0. FIELD ALTERA11ON BELOW w/ 8-12d COMMON / z I- Uj CLEAN OUT HOLE FLOOR DECK, SEE WIRE NAILS EACH END INTO a w v1 u AS REQUIRED. TYPICAL WALL FRAMING 10d ® 4" O.C. CONTRACTOR SHALL CONTACT LOU 3 a w z w CONST. SPECS. RAFTERS. (TYPICAL) PoNnco a AssocwTEs?BLOB To O w to o a AND ANCHORAGE PER v FLOOR DECK, SEE , WALL FOOTING CEILING SEE ARCH. 8x16 BOND CONST. SPECS. CONSTRUCTION SPECS. 8x1 fi BOND BEAM w/ fv1AKING ANY STRLCTURAL FIELD SEE PLAN. BEAM w/ \ CONSTRUCTION DOCUMENTS.ANY 1-#5 T&B CONT. ' JL FROM THE INTENT OF THE ORIGINAL 1-#5 T&B CONT. RIBBON FII(;i•1 HT. QROUT N07E5 CONT. TYP. BOARD (TYP) FLOOR TRUSS DRYWALL CEILING, SEE ARCH. BEND A50CI'PROVED v RESULT I1N O 6 OR JOIST. ADDrFIONAL ENGINEERING OR WALL SECTION ,. MAXIMUM GROUT POUR HEIGHT SHALL TYPICAL P.T. PLATE FLOOR TRUSS OR JOIST. �' '' CEILING JOIST BE 12'-0". 2x8 P.T. SYP#2 CMU WALL, SEE w/ '/Z"9s x1o" A.B.. PLAN FOR TYP. NON-STRUCTURAL, FRAMING SCHEDULE iNSPECTIONFEEs. LOW HT_ ORQU71NG NOTES: 2. IF HIGH LIFT GROUTING IS USED. REINF. WALL REINF. SOFFIT SEE ARCH, (2)2x8 P.T, SYP#2 FLOOR TRUSS OR JOIST. JOIST MAXIMUM SPAN 1. USE 5'-O" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT '/Z"0 THREADED ROD SHEATHING VERTICALLY TO >x4 SYP#2 DIA. & HORIZ. DRILLED & EPDXIED LEDGER w/ 54%8" (SYP #2) 024" O.C. 016" O.C. BAR SIZES #3 THRU #5. HOLE IS REQ'D AT CELLS WITH REBAR. DRILLED & EPDXIED TOP OF TRUSS AS SHOWN. THREADED ROD ANCHORING. A.B. AT 24" O.C. (2)2x12 P.T. SYP#2 PROVIDE 2x4 BLOCKING AT BRACING 0 24" O.C. SYSTEM SEE CONST. SPECS. 2 x 6 11'-9" 12'-9" w/ 8" EMBEDMENT AT BETWEEN OUTER WALL & LEDGER w/ /8"0x10" 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS HORIZ. JOINTS. BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. 24" O.C. w/ 2x2x12" FIRST INTERIOR TRUSS. 2 x 8 15'-0" 1T-0" PLATE WASHER. TOE NAIL EACH END 8x16 BOND BEAM w/ STAGGERED O C 2 x 10 19'-0" 21'-6" w/4-12d NAILS (TYP) 1-#5 T&B CONT. 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL 2 x 12 23'-3" 26'-3" NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED TRUSSES WITH FLOOR FLOOR FLOOR FLOOR ATTIC DESIGN CRITERIA: CELL SIZE. CELL SIZE. HEEL 1 -0 PARALLEL PERPENDICULAR 10 PSF DL 15 PSF LL PARALLEL PERPENDICULAR TYPICAL WALL REINFORCEMENT 6 ROOF AND WALL FRAMING 7 FLOOR TRUSS 2nd FLOOR FRAME WALL s WALL FLOOR LEDGER CONNECTION 6Ry�Z CONVENTIONAL " RAFTER S2.2 S2.2 52.2 52.2 07ED S2.2 FOR INFORMATION NOT SHOWN, SEE 17/S2.2, THESE TYPICAL CONNECTION DETAIL. 9C1fDULE *DRILL & EPDXY ANCHOR ESE CONNECTORS w/12" EMBEDMENT INTO DETAIL SIMPSON FASTENERS TO CONN. UPLIFT GROUT FILLED CELLS CONNECTOR TRUSS/LVL HEIGHT CAPACITY �/z 8x16 BOND 14A PHDS* 14-SDS 4x 4685 S/e"'� ROD ® 14A, 146, AND 14C 1 VERT. EDGE DIST. SIMPSON �A BEAM (TYP) ' 3" 11' 7/8"0 RODS 0 14D O TO TITEN SCREW. FASTENED TO STD. 90HOOK 148 HT716* 18-16d 16 3480 MASONRY WALL 1., 14C HTT22* 32-16d SINKERS 22" 5250 1-ATR SIMPSON HUC410 T&B w - - - / 140 HDOS* 20-SDS '.x3 1 14" 1 8325 FASTENED TO CMU 3/4"x8 EMBEDMENT 3 3 AND TO JOIST N . . . �s WALL w/18- /ie"x2/4' w TITEN SCREWS AND TO wj18-10d NAILS. Q MIN. 2-PLY CONNECTOR, PER �o LVL OR TRUSS SIMPSON FGTR w/ TABLE ABOVE, � 18-SDS'/,x3 TO JOIST w/10-10d NAILS. 8x16 SONO 16d TOE NAILS ® 8" 8" CMU WALL. SYP#2 TOP 2x8 P.T. SYP#2 GIRDER TRUSS AND BEAM { 0 TYP) O.C. FROM BOT CHORD PLATE TOP PLATE 2-1/2"0x5" TITEN HD. OF TRUSS TO DBL. « :' WHEN QQUML IS SPEC, TOP PLATE. 18 8x16 CMU BOND ON PLAN, PROVIDE THIS SIMPSON HUC410 SIMPSOEN�"TM�B$ ( 1 " 6" BEAM w/ 1#5 T&B., CONNECTOR ASSEMBLY /2 SEE PLAN. ON BOTH SIDES OF . . CS16 PROFILE FASTEN 2x8 P.T. SYP#2 LVL/TRUSS. CONNECTOR NOTES: SIMPSON CS16 WINDOW/DOOR BUCK TO 8" 1. CONNECTORS TO BE ATTACHED TO FULLY GROUTED CMU WALL. 24" O.C. CMU w/ V4"0x23/4" TAPCONs TYPICAL CONNECTION LOW HEEL TRUSS CONNECTION BENT AROUND WD. 0 24" O.C. INSTALL 3 MIN. DETAILS 14A.14B.14C,14D DETAIL 14G 2. ATR IS ALL THREADED ROD. PLATE, SEE RIGHT EACH SIDE. SEE 500 FOR tl4A . FOR PROFILE. T1rPICAL UPLIFT CONNECTbR 9CHEDtJLE AT CMU rYALL$ 3. MBHA SHALL BE INSTALLED w/ATR USING SIMPSON SET SUPPORT FASTENER NOTES EPDXY-TIE 63/4" MIN. EMBEDMENT REQUIRED. ATR TO BE 3j4" x INFORMATION SIMPSON ALLOW. TRUSS -CONNECTOR UPLIFT PLIES NOT SHOWN. 2x8 P.T. SYP#2 SINGLE PLATE H3 455 1 PLY (4) Sd TO PLATE 8c (4) 8D TO TRUSS 8" LONG, GRADE A307 OR BETTER. WINDOW/DOOR BUCK 8x16 BOND BEAM w/ SINGLE PLATE (2) H3 910 1 PLY CONNECTOR MUST BE ON OPPOSITE SIDES OF PLATE. 4. SKEWED CONNECTOR OPTION IS AVAILABLE FOR BOTH HUC410 1-#5 T&B CONT PLATE & CMU HTSM20 & H3 1630 1 PLY (a) '/."x2'/." TITEN SCREWS TO CMU & (8) tOd TO TRUSS. AND MBHA. INSTALLATION IS SIMILAR TO DETAILS ABOVE. #5 VERTICAL TO TOP ADDITIONAL FRAMING AND NAILING, CMU WALL (2)HTSM20 2350 1 PLY FASTENERS MUST BE ON OPPOSITE SIDES OF PLATE. OF BOND BEAM STEP. SEE S0.0 FOR REMAINDER OF X-BRACING INFORMATION. PLATE & CMU LGT2 & (2) H3 2690 2 PLY GT2-(7) '/."x2'/.' TITEN SCREWS TO CMU & (16) 16d SINKERS Um �` TO TRUSS. 10 MASONRY HANGERS CMU WALL LGT3-SDS2.5 3685 2 PLY 4-%x5" TITEN HD TO CMU & 12-SDS V,&/a" TO GIRDER. °'ED S2.2 ,, MASONRY WALL STEP 12 GABLE END BRACING ,3 STRUCTURAL WINDOW DOOR BUCK D S2.2 S2.2 S2.2 SEE 1�S2.2 FOR INFORMATION NOT SHOWN. 14 UPLIFT CONNECTOR SCHEDULE - CMU 52.2 NOTE: PROVIDE TYP. CONNECTION AT TRUSSES AS SHOWN ABOVE. TRUSS CONNECTIONSSHOWN ON PAN SHALL SUPERSEDETHIS TABLE. 2 U SIMPSON A35 T&B, EACH SIDE. FASTEN w/ PRE-FORMED STOP JOINT REINF. 12-8d x V/z" NAILS EACH. FILLER AT CONTROL JOINT MATERIAL • • Q CMU WALL O p DO NOT SCALE MENSIONS JOINT REINF. BACKER RODHESE X (#)2x8 SPF#2 O.C. - DIFROM S DWINGSI w Z STRUCTURAL MULL CAULKING 2x4 SPF#2 STUD TARCHIT�EcruRALIDRAWINGSIDIt 0 t 6 DEPTH OF CAULKING WALL FRAMING 2x4 P.T. SYP#2 UNCLEAR REFER W THE SPLICE TOGETHER w/ ONE HALF THE WIDTH 0 16" O.C. SEE PLAN 2 ROWS 12d COMMON FASTEN TO EXISTING CONTACT THE eo.R WIRE NAILS 0 12" OF THE HEAD JOINT WIDTH OF CMU WALL w/ '/z"0x8" USE DETAIL ONLY IF O.C., EACH SIDE HEAD JOINT WOOD PANEL ANCHOR BOLTS QTEQ SPECIFIED ON PLAN SHEARWALL, w/ 2"x2"x'/4" PLATE SEE PLAN IbEd WASHERS 0 32" O.C. AND SCHEDULE DATE #) MAXIMUM NUMBER OF PLIES AS PERMITTED BY MULL WIDTH, SEE ARCH. PLYWOOD SHEARWALL TO DEOSI8GN/DOWN MASONRY WALL 4 LAP/MBG WOOD MULL � 16 CMU CAULKING 17 DETAIL CHECKED LAP OIED S2.2 S2.2 S2.2 SCALE: 3/4" 1'-O" SHEET 52 . 2 t l.0 1..�1�1 .1.. • � � �Ia t >,�, r r l I,ti J _ .8 E5 .OT I I's 1 .2 1 I TAME FWLI ABBRS - ABBREVIATIONS GYP - GYPSUM PR - POWDER ROOM ALLOUIW MILE DEFLECTION C* STRUCTURAL MEMBERS APPROX - APPROXIMATE H,C - HANDICAPPED PSF - POUNDS OT � � `� �� g �loll E AND P D PPED SQUARE p (I) IT IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL CONFORM TO THE l81 FOOTINGS ARE TO BEAR ON FIRM, LEVEL, COMPACT NATURAL SOIL,FREE OF DEBRIS OR LOOSE MATERIAL, ALLOWABLE o - AT HT - HEIGHT PSI - POUNDS PER z 200�7FLORIDA BUILDING CODE, RESIDENTIAL. OR UPON SUITABLE SOIL THAT HAS BEEN WELL TAMPED AND COMPACTED IN ACCORDANCE WITH THE STRUCTURAL MEMBER DEFLECTION NW - HOT WATER SQUARE INCH 'FOUNDATION NOTES' AS SHOWN ON THE DRAWINGS. BUILDER IS RESPONSIBLE FOR INSURING THAT THE HDR - HEADER PLY'WD - PLYWOOD (2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES AND SOIL MEETS ALL APPLICABLE STANDARDS. ; RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO L/180 5M - BLOCK INR - INCH @ �, >1� g PER THE 2004 FLORIDA BUILDING GODS, RESIDENTIAL, ARE AS FOLLOWS: FINISHED CEILING ATTACHED t0 RAFTERS BD - BDARD INCL - INCLUDE A) MAX. NO. OF STORIES = (3) (9) CONCRETE MASONRY UNITS SHALL BE ASTM-C90-15 HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, i BLDG - BUILDING INFO - INFORMATION REQ'D - REQUIRED B) MAX. HEIGHT 35' FROM GRADE TYPE I,GRADE N-1,NORMAL WEIGHT,WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI INTERIOR WALLS AND PARTITIONS 14/180 BTR - BETTER ID - INSIDE DIMENSION RM - ROOM e l5 J 3 IV INSUL - INSULATE RECEPT - RECEPTACLE (3) THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE REGARDLESS OF ANY (10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH a 28 DAYS: FLOORS AND PLASTERED CEILINGS L/360 CLG - CEILING INT - INTERIOR RES - RESIDENTIAL MISSING OR INCOMPLETE DETAILS OR NOTES. A) SLAB ON GRADE-3000 PSI L/240 - CENTERLINEENEMIES B) FOOTINGS-3000 PSI ALL OTHER STRUCTURAL MEMBERS COL - COLUMN RD E SH - RODE SHELF R'S - RISERS (4) THE BUILDING CONTRACTOR AND HIS SUBGONTACTRACTORS SHALL CONFORM TO ANY LOCAL ORDINANCES AND GONG - CONCRETE JETS - JOISTS i SHALL VERIFY ALL DIMENSIONS,MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF (11) STRUCTURAL STEEL SHAPES, PLATES, ETC_ SHALL CONFORM t0 ASTM-A36, "FB"= 24,000 PSI. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH 14/360 CONI - CONTINUOUS S - SOUTH ANY DISCREPANCIES PRIOR TO PROCEEDING WITH HIS WORK "E 29,000,000 PSI. COMM - CONTINUOUS SKY'LT - SKYLIGHT i (5) THESE DRAWINGS ARE PREPARED FOR DESIGN AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL (12) WOOD FLOOR JOISTS, CEILINGS, RAFTER, BEAMS AND H'ADERS SHALL BE EXTERIOR WALLS--WIND LOADS A WITH BRITTLE FINISHES L/240 CRS - COURSE L - LAVATORY SH - SHELF LT - LIGHT SH'S - SHELVES FLOOR PLAN IS INTENDED t0 ONLY SUGGEST LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES, 02 OR BETTER SOUTHERN YELLOW PINE,KD 19, SAS SIZES. EXTERIOR WALLS--WIND LOADS A WITH FLEXIBLE FINISHES L/120 DIAM OR 0 - DIAMETER D LL - LIVE LOAD STL _ STEERAGE ELECTRICAL,MECHANICAL, PLUMBING, AND OTHER BUILDING SYSTEMS, IF ANY, ARE t0 BE DESIGNED, (13) IF ROOF OR FLOOR TRIJSSES ARE USED,THE ENGINEERING AND MEMBER SIZES AND SPACING NOTE: L = SPAN LENGTH,H s m ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. ARE THE SOLE RESPONSIBILITY OF THE MANUFACTURER. SPAN HEIGHT. DBL - DOUBLE MAX - MAXIMUM SUSP - SUSPENDEDto (6) NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND ON - DOWN MECH - MECHANICAL m CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. DWG - DRAWING MET - METAL T'S TREADS e2 w Q F (1) SUBSURFACE SOIL CONDITIONS INFORMATION WAS NOT AVAILABLE PRIOR TO THE PREPARATION OF THESE DRAWINGS. d� do 0 THE FOUNDATION AND FOOTINGS ARE DESIGNED FOR A 3000 PSF SOIL BEARING CAPACITY. CONTRACTOR B.FOR CANTILEVER MEMBERS,L SHALL O TAKEN S TWICE THE LENGTH OF THE CANTILEVER DIM - DIMENSION MIN - MINIMUM CTYP) - TYPICAL C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM MIR - MIRROR TEG - TONGUE E GROOVE CO V SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOTINGS. ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, ELIC - ELECTRIC MISG - MISCELLANEOUS ch CO td THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60.FOR SANDWICH PANELS USED IN EXP - EXPANSION VLT - VAULT ^ to ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION EXT - EXTERIOR N - NORTH SHALL NOT EXCEED L/120. NTS - NOT TO SCALE W/ WITH wa a' FT (') - FOOT NO - NUMBER W/0 - WITHOUT v o FG - FIXED GLASS FIN - FINISH OPNG - OPENING R311.43 LANDINGS AT DOORS. FL - FLOOR OA - OVER-ALL WW SECTION MI305 THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR 8312.1 GUARDS REQUIRED. IST - FIRST OHP - OVERHEAD DOOR o APPLIANCE ACCESS EXCEPTION: WHERE A STAIRWAY Cr- TWO OR FEWER RISERS IS LOCATED ON THE PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES (162 FLUOR - FLUORESCENT o/ - OVER a �' EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR A LANDING IS MM)ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES FTG - FOOTING OPT - OPTIONAL NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR 1914 MM) IN HEIGHT.OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES (162 FOUND - FOUNDATION THE FLOOR OR LANDING At EXTERIOR DOORS REQUIRED BY SECTION 8311.4.1 SHALL MM)ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES BUT SHALL HAVE A RISER (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. APPLIANCES APPLIANCE ACCESS FOR INSPECTION SERVICE,REPAIR AND REPLACEMENT. O GREATER THAN THAT PERMITTED IN SECTION 831153 C13/4 INCHES (196 MM)). PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT NO BE REQUIRED TO COMPL•f WITH THIS REQUIREMENT, WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30 INCHES (162 MM) CONSTRUCTION.THIRTY INCHES 1162 MM)OF WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN EXCEPTION: THE LANDING AT .4N EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1314" ABOVE THE FLOOR OR GRADE BELOW. APPLIANCE.ROOM HEATERS SHALL BE PERMITTED TO BE INSTALLED WITH AT LEAST AN IS-INCH (451 MM)WORKING SPACE.A INCHES ION MM)BELOW THE TOP OF 714E R DOORWAY PROVIDED THE DOOR,OTHER PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. 83122 GUARD OPENING LIMITATIONS. THAN AN EXTERIOR STORM OF•SCREEN DOOR DOES NOT SWING OVER THE LANDING. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOOR AREAS,BALCONIES AND M1305.12 APPLIANCES IN MOMS. LANDING SHALL WAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM)MEASURED IN THE PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOTALLOW PASSAGE OF A SPHERE 4 INCHES (102MM)OR MORE IN DIAMETER E. APPLIANCES INSTALLED IN A COMPARTMENT,ALCOVE,BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENING OR DIRECTION OF TRAVEL. EXCEPTIONS: DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES (610 MM)WIDE AND LARGE ENOUGH TO ALLOW 83114.4 TYPE OF LOCK OR LATCH. I. THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A WALL SECTION NUMBER REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES(162 ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED t0 BE OF SUCH A SIZE THAT A MM)DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES (162 MM), IS PRESENT AT THE FRONT OR SERVICE EGRESS IS TO BE MADE WITHOUT THE USEOF A KEY OR SPECIAL KNOWLEDGE OR SPHERE 6 INCHES (152 MM)CANNOT PASS THROUGH. DIRECTION THAT THE SIDE OF 714E APPLIANCE WITH THE DOOR OPEN. rls�c EFFORT, 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW /f;�� "'}'rO� I_ �_ SECTION IS TAKEN A A SPHERE 4 3 / 8 INCHES (101 MM)TO PASS THROUGH. SECTION 1 SHEET NUMBER ON WHICH HAND HANDRAILS. THE SECTION IS DRAWN HANDRAILS SHALL BE PROVIDED ON At LEAST ONE SIDE OF EACH CONTINUOUS RUN 83018 LIVE LOAD. M1305.13 APPLIANCES IN ATTICS. OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE 83015 . e LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE.THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (162 MM) R311BAP.1 HEIGHT. HIGH AND 22 INCHES (559 MM)WIDE AND NOT MORE THAN 6 FEET (1829 MM) IN LENGTH MEASURED ALONG THE CENTERLINE OF THE HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING PASSAGEWAY FROM THE ATTIC ACCESS OPENING TO THE APPLIANCE'S SERVICE PANEL. THE PASSAGEWAY SHALL HAVE CONTINUOUS THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN TABLE R IA SOLID FLOORING NOT LESS THAN 24 INCHES (610 MM)WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (162 MM)DEEP AND 34 INCHES (864 MM)AND NOT MORE THAN 38 INCHES 1965 MM).TION BE �`�(I(�IM(,�M (,11\JIF© I,,Y DICjTR1SLi�-ED LVE LOADS _ DIMENSIONS 30 INCHES SHALL BE A MINIMUM OF 2)WIDE SHALL BE 0 INCHES INCHES BY 30SENT AT TWE INCHES INCHES (508 MM BYONT OR SERVICE 11D62 MM),WHERE E OF THE APPLIANCE. UCH DIMENSIONS RE LARGE ENOUGH NG TRANSITION FROM HANDRAIL TO GUARDRAIXCEPTION. WHEN FITTINGS ARE USED TO L,OR USED AIDE T THE START OF A SETWEEN TAIR, CIN POUNDS PER SQUARE FOOT) � CROSS-SECTION LETTER TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. THE HANDRAIL HEIGHT AT THE FITTING SHALL BE PERMITTED TO EXCEED THE MAXIMUM �_ DIR3=CTION THAT THE EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE 714E APPLIANCE 1S CAPABLE OF BEING MAXIMUM HEIGHT. LIVE LOAD ATTICS WITH STORAGE B 20 CROs-s�C-r�ONs SECTION IS TAKEN � SERVICED AND REMOVED THROUGH THE 1�QUIR9=D OPENING. R3115b2 CONTINUITY. ATTICS WITHOUT STORAGE B 10 SHEET NUMBER ON WHICH o HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE DECKS 40 Cq THE SECTION IS DRAWN FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP NOSING EDGE OF THE FLIGHT TO A POINT EXT RIO BALCONI S 60cri M1305.13.1 ELECTRICAL REQUIREMENTS. DIRECTLY ABOVE LOWEST NOSING EDGE OF THE FLIGHT. HANDRAIL ENDS SHALL BE ESCAPES 40 A A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING,SHALL SE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. GUARDRAILS AND HANDRAILS D 200 _ 0 0 PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREA AND INSTALLED IN ACCORDANCE WITH CHAPTER 33 OF THIS HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCH GUARDRAILS IN-FILL COMPONENTS F 50 CODE. PASSENGER VEHICLE GARAGES A 50 A (38 MM)BETWEEN THE WALL AND THE HANDRAILS. ROOMS OTHER THAN SLEEPING ROOMS 40 rr� EXCEPTIONS: SLEEPING ROOMS 30 t- I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT STAIRS 40 C "d •� M1305.132 AIR-HANDLING UNITS. THE TURN AND AT THE TOP OF THE FLIGHT. C w AIR-HANDLING UNITS SHALL BE ALLOWED IN ATTICS IF THE FOLLOWING CONDITIONS ARE MET: 2. THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING NEWEL SHALL , DETAIL NUMBER L 714E SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN 6 FEET (1829 MM)OF AN ATTIC ACCESS. BE ALLOWED OVER THE LOWEi5T TREAD. FOR SI: 1 POUND PER SQUARE FOOT s 0.0419 KN/M 2 , 1 SQUARE INCH = 645 MM 2 , DETAILS ` ' m SHEET NUMBER ON WHICH 2. A DEVICE 15 INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING I POUND = 4.45 N. THE DETAIL IS DRAWN � PROPERLY. 83115.63 HANDRAIL GRIP SIZE A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 29WO-POUND LOAD 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SiZE TO REPLACE THE AIR HANDLER I.TYPE I. HANDRAILS WITH CIRt:;ULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE APPLIED OVER A 20-SQUARE-INCH AREA. O 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED DIAMETER OF QT LEAST 11/4" INCHES (32 mm)AND NOT GREATER THAN 2" INCHES (51 mm). B.NO STORAGE WITH ROOF SLOPE NOT OVER 3 UMTS IN 12 UNITS. IN THE ATTIC. SAID NOTICE SHALL BE IN ALL CAPITALS, IN 16 POINT TYPE, WITH THE TITLE AND FIRST PARAGRAPH IN BOLD: IF THE HANDRAIL IS NOT CIRCULAR It SHALL HAVE A PERIMETER DIMENSION OF AT C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE DIRECTION THAT THE NOTICE TO HOMEOWNER LEAST 4" INCHES (102 mm)AND NOT GREATER THAN 6114" INCHES (160 mm)WITH A LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN ARE OF 4 SQUARE ELEVATION IS TAKEN {� MAXIMUM GROSS SECTION OF DIMENSION OF 21/4" INCHES (51 mm). INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. A PART OF YOUR AIR CONDITIONING SYSTEM,THE AIR HANDLER, IS LOCATED IN THE ATTIC.FOR PROPER,EFFICIENT,AND ECONOMIC D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE ELEVATION NUMBER F OPERATION OF THE AIR CONDITIONING SYSTEM,YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED.YOUR AIR 2.TYPE 11.HANDRAILS WITH A PERIMETER GREATER THAN 614" INCHES (160 mm)SHALL TOP. Y A I �ON� di CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: PROVIDE A GRASPABLE FINGEER RECESS AREA ON BOTH SIDES OF PROFILE.THE FINGER E. SEE SECTION 85022.1 FOR DECKS ATTACHED t0 EXTERIOR WALLS. 1l SHEET NUMBER ON WHICH RECESS SHALL BEGIN WITHIN A DISTANCE OF 314" INCH (19 mm)MEASURED VERTICALLY/, F.GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANE - THE ELEVATION IS DRAWN i)A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY OR FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST I' FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF INCH (8 mm)WITHIN "T1s" INCH (22 mm)BELOW THE WIDEST PORTION OF THE PROFILE.THIS 50 POUNDS ON AN AREA EQUAL t0 I SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO 2)A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN iS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 46" INCH (10 mm)TO A LEVEL THAT IS ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. YOUR HOME,AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE NOT LESS THAN 13/4" INCHES (4E5 mm)BELOW THE TALLEST PORTION OF THE PROFILE.THE DEVICES BEFORE EACH SEASON OF PEAK OPERATION. MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 11/4" INCHES (32 mm) TO A MAXIMUM OF 23/4" INCHES (10mm). EDGES SHALL HAVE: A MINIMUM RADIUS OF 0.01 INCHES (025 mm). 1 Vjs MML MI3013 WIND RESISTANCE. CONTROLLED HEIGHT TOP OF SLAB = 0'-0" OPTIONAL HANDRAIL SECTIONS MECHANICAL EQUIPMENT,APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL M130132.1.4.1 CLEARANCES FROM GRADE. BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE EQUIPMENT AND APPLIANCES INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL MINIMUM 31/2"-INCH (89 MM)CONCRETE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,BUILDING. SLAB OR OTHER APPROVED MATERIAL EXTENDING A MINIMUM OF 2 INCHES (51 MM)ABOVE ADJOINING FINISHED GRADE.SUSPENDED THIS MAY BE ACCOMPLISHED BY DESIGN OR BY APPLICATION OF SECTION M13073J . EQUIPMENT AND APPLIANCES SHALL BE INSTALLED A MINIMUM OF 6 INCHES (152 MM)ABOVE ADJOINING GRADE TO PROVIDE SUPPORT AND PROTECTION FROM CONTACT WITH SOIL OR WATERM13013.1 GROUND-MOUNTED UNITS. EXCEPTION: ON CHANGEOUTS OR NEW INSTALLATIONS OF EXISTING BUILDINGS WHEN EQUIPMENT IS REPLACED THAT HAS A SUPPORT 1 Vile MMI. GROUND-MOUNTED UNITS FOR GROUP R3 iRESIDENTIAL APPLICATIONS MAY BE ANCHORED PLATFORM APPROVED UNDER A PREVIOUS CODE. WITH *14 SCREWS WITH GASKETED WASHERS ACCORDING t0 THE FOLLOWING. I. FOR UNITS WITH SIDES LESS THAN 12 INCHES 1305 MM), ONE SCREW SHALL BE USED At EACH SIDE OF THE UNIT M1305.1.43 ELECTRICAL REQUIREMENTS. 2. FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM),TWO SCREWS SHALL BE USED A LIGHTING FIXTUisE CONTROLLED BY A SWITCH LOCATED AT T14E REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET PER SIDE. SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 33 OF THIS CODE. 8602.8 FIREBLOCKING REQUIRED. 3. FOR UNITS BETWEEN 24 AND 36 INCHES (610 AND 9144 MM),THREE SCREWS SHALL BE USED PER SiDE. DuYa l County Wind Speed Lines FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER 4. FOR UNITS GREATER THAN 36 INCHES S 5 TONS 1(S144307. MM AND IS KW),ANCHORAGE SHALL BE DESIGNED (N ACCORDANCE WITH SECTION M13013. BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE.FIREBLOCKING NOTES: N 0 SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. 1. CORROSION PROTECTION.BUILDINGS LOCATED WITHIN 3,000 FEET (914 400 MM)OF THE M SUFFICIENT SPACE PROVIDED. I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED OCEAN SHOULD UTILIZE NONFERROUS METAL, STAINLESS STEEL OR STEEL WITH MINIMUM G-90 LL SUFFICIENT SPACE SHALL I PROVIDED ADJACENT TO ALL RE MECHANICAL COMPONENTS LOCATED IN OR SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: HOT-DIP GALVANIZED COATING FOR EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL W E •�- � � 1� FORMING A PARI OF THE AIR DISTRIBUTION SYSTEM t0 ASSURE ADEQUATE ACCESS FOR (1)CONSTRUCTION I.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. SCREWS AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION M16013 OF THIS CODE,(2) INSPECTION 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. STRAPPING.JOB-SITE STRENGTHENING OF FAN COWLINGS AND VENT HOODS IS AND (3)CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES (102 MM) IS CONSIDERED SUFFICIENT SPACE 2. AT ALL INtERCONNEGTION£3 BETWEEN CONCEALED VERTICAL AND HORIZONTAL RECOMMENDED.TWO OR FOUR STAINLESS STEEL GABLES ARE RECOMMENDED, DEPENDING ON S p lE- AROUND AIR HANDLING UNITS. SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. DESIGN WIND CONDITIONS. ALTERNATIVELY, ADDITIONAL, HEAVY STRAPS CAN BE SCREWED TO 11 (� O EXCEPTION: RETROFIT OR REPLACEMENT UNITS NOT PART OF A RENOVATION ARE EXEMPT FROM THE MINIMUM 3. IN CONCEALED SPACES SETWEEN STAIR STRINGERS At THE TOP AND BOTTOM OF THE COWLING AND CURB. C, CLEARANCE REQUIREMENT. THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 831122 . OWI COjKV OW Speed Lkm f ` 4. AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL, puvei County Wind Speed Ltnes WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. Major Roads 5. FOR THE FIREBLOCKING 01- CHIMNEYS AND FIREPLACES, SEE SECTION 81001.16 . Major Rivers 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE Count 5oundar ( � LINE OF DWELLING UNIT SEPARATION. �OP MI Ts am ® y y v BUILDING$HALL BE DESIGNED AS FULLY ENCLOSED WITH THE USE OF EITHER"OPTION . ^ RI001.Iry CHIMNEY FIREBLOCKING. A"OR"OPTION B"SHUTTER SPECIFICATIONS(NOTED BELOW). OTHERIUISE,APPROVED ii! u ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH IMPACT RESISTANT WINDOW AND DOORS,CERTIFIED TO MEET EITHER MIAMI-DADE OR THE STANDARDS ESTABLISHED IN SECTION 8302 OF THE FLORIDA BUILDING E511DENCE CHIMNEYS PASS SHALL BE FIRESLOCKED WITH NONCOMBUSTIBLE MATERIAL CODE,RESIDENTIAL. SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS I AND WOOD JOISTS, BEAMS OR l,-iEADERS SHALL BE TO A DEPTH OF I INCH (25.4 MM) AND SHALL ONLY BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS OPTION A 1 THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. WOOD STRUCTURAL PANELS WITH A MINIMUM THIC00eW OF IASI'111.1 mm)AND A MAXIMUM SPAN OF 6 FEET(2438 mm)SHALL BE PERMIT IED FOR OPENING PROTECTION IN ONE- CLU5 E AND TWO-STORY BUILDINGS. PANELS SHALL PRECUT SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT ALL 11112IRED HARDWARE SHALL ATLANTIC 5EACHFLORID WITH THE GLAZED OPEAND PANELS SHALL BE PREDRILLED E PROVIDED FOR 1F A Ai TPC 01TIONAL NOTES; PERMANENT ANCHORAGE"'EcORROSI RESISTANTCMATTACHMENT HARDWARE WITH ANCHORS PERMANENTLY INSTALLED ON 714E BUILDING SHALL BE PROVIDED AND DEBIGNED.TO ' (1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH STANDARDS ESTABLISHED IN THE 2007 FLORIDA BUILDING THE TABLE R"Isl WITH PE�i�I ILaC CORROSION RESISTANT CODE, RESIDENTIAL, SECTION 8301 OR AN ENGINEERED DESIGN ATTACHME=NT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE PER R301.1.3 BUILDWx 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET(10 058 mm)OR LESS WHERE WIND SPEEDS DO NOT EXCEED 140 MILES PER HOUR(59 m/s). INIDEX OF fR WINC7z5 SHUTTERS, OR LABELED, STE(2) THE BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. THE DESIGN SHALL INCORPORATE IMPACT GLASS,ENGINEERED TAN" PSMAj WITH PERMANENT, STRUCTUIRE AFFIXED , HARDWARE.HUtTERS I DRI6 �Fp� ON>�A6'�M E ��a I /�I DRAM BY: (3) THE MAIN WIND FORCE RESISTING SYSTEMS ARE: DESIGNED FASTENER TYPE PA'WEL SPAN 2 FooT< �4R:IOT< 6 Foor< 5 2 FT. PANEL SPAN PANEL SPAN s R 0 (Al) COVER SHEET A A /� /� TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM S 4 Fool S b FOOT (A2) ARCHITECTURAL SITE PLAN AREA TABULATION BASIC WIND SPEED OF 120 MPH. (3 SECOND GUST). IIS WOOD CHECKED BY: (A3) FRONT 4 RIGHT ELEVATION (4) THE WIND IMPORTANCE FACTOR SHALL BE (l)AS PER THE SCREW-EASED ! Dwel 90AAM IlMd Peed Lura 120allISIM ANCHOR WITH 2-I14CH 16 16 118 S (A4) REAR t LEFT ELEVATION FLORIDA BUILDING CODE, BUILDING, TABLE 16045 EMBEDMENT LENGTHS For Tet FLOOR HVAC 1312 N®WOOD mph w nd the for structural tF see t�ya"ll k55'as follllows6 Sart ng at IDATEs /l�/�g ' (A5) GROSS SECTIONS 2nd FLOOR HVAC 2088 (5) THE BUILDING CATEGORY SHALL BE (ll) AS PER ASCE 1-05, (A6) FIRST FLOOR PLAN sclsEw-BASED the Intersection of Phillips Highway and the Duval 3rd FLOOR HVAC 943 TABLE 1-1. ANCHOR WITH 2-INCH 16 16 12 9 County Etne at the south,r rocaed north al Phillips I9 (A'1) SECOND FLOOR PLAN EMBEDMENT LENGTHS Highway to the rntersectrpen of State Road WA. Proceed (6) THE BUILDING SHALL HAVE A WIND EXPOSURE CATEGORY north a1cV 9A to Yellow Bluff Road. Proceed north (AB) THIRD FLOOR PLAN _______ se� TOTAL HVAC 4403 AS DETERMINED BY THE ENGINEER'S FIELD SURVEY OF THE PROPERTY IgG LAG DA D al- Yellow BiftD�ths Roadtor a`gE 11na All cru' I ��-E= 1 11= 1- I (A9) FOUNDATION PLAN -- -- - ARC ( C� �L D��N ,�„'�� ANCHOR WIT14 2-INCH 16 i6 i6 16 etro"ue Ura ioeey ted east of this Irn.shell be considered in T /4 (AIV) ROOF PLAN (1) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT EMBEDMENT LENGTHS the Wind-Boma Debris"Tom as defined by the Florida ENTRY 9r$ IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,RESIDENTIAL, Building Code. All structures west of this Ilse shall be FILE (All) DETAIL SHEET " 81: 1 INCH-28A mm, I FOOT-305 mm. designed for 119 mph three-second gust. JOB NUMBER: LANAI 630 FOR FULLY ENCLOSED BUILDING. - ��la3 I. THIO TABLE 18 BASED ON A MAXIMUM WIND SPEED OF 140 MPH(63 m/s) (Al2) FLASHING DETAIL SHEET wind Line loeettap taken from the Duval Countyy wind UBSt GARAGE/STORAGE 211 I (8) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED, AND MEAN ROOF HEIGHT of 45 FEET(13 116 mm)OR LESS. Speed Zones Ma (ht ://www.eoj.rlet td/ (/winds Ijpg) ��d41 t�GsoPlan Gentar,Univ 1 of Florida (A13) FLASHING DETAIL SHEET 2. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD rah setabluhod pthe 1 ra teal boundaries,of thep for the Flortda Department Of Community Affairs, (A14) FIRST FLOOR ELECTRICAL PLAN EAST GARAGE 320 AND THE=IR USE INCORPORATED INTO THE DESIGN AND STRUCTURAL PANEL. wind speed zones andrndbome debris r ton in Codes and Standards Dtvleton,pursuer�t io S.Ebm66 D: COVERED BALCONY s2 223 SPECIFICATIONS, IN ACCORDANCE WITH TABLE R3012(2)OF THE 3. where SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY Duval County. of the Florida Budding Gods (415) SECOND FLOOR ELECTRICAL PLAN FLORIDA BUILDING CODE, RESIDENTIAL. APPLY THE SHALL WIATTACHED USING s oTI -LSIS`ANT ANCHORS HAVING A Ordinance Adopted Deeanber 2s�1 4 2 0 4MIIes 1A16) THIRD FLOOR ELECTRICAL PLAN STRUCTU `, L rw.A95 k J PARTIALLY CVD. BALCONY s3- 236 APPROPRIATE HEIGHT AND EXPOSURE COEFFICIENT FROM IAVV Effective March I,20®2 01111,1113 NO: TABLE 83012(3). r ANY AND ALL ENGINEERING DRAWINGS TAKE R IEMD FOR CODE CO�/jPI. �+ (61,62. . . . PLANS BY OTHERS------------ TOTAL UNDER FLOORED SPACE-6182 SF. l9) GARAGE DOORS ARE TO MEET DESIGN PRESSURES BASED O APPROVED a PRECEDENCE OVER ARCHITECTURAL DRAWINGS. THE FLORIDA BUILDING CODE AND (ASCE 1-05)EXPOSURE GATAGORY. I APPROVED BHLITfERB CERTIFIED 70 MEET EITHER MIAMI-DADS OR erm FJ5Z IMPACT TESTS. SHUTTERS MAY Be ROLL DOWN,PANEL, (10)SEE STRUCTURAL ENGINEERING SHEETS FOR DESIGN COMPLIANCEACCORDION OR OTHER APPRo%,ea DESIGN TYPE. Al I SEE PERMITS FOR ADDITIONAL OF REVIEWED BY: DATE: -70 OT COVERAGE 1 /2 �� g bra f� O s AREA OF LOT = 1,499 S.F. x � � �� g �g DURDI_ N 1: al ° FOOTf 'RINT OF HOUSE — 3 OS4 S.F.LB 6696 S 85 25 4 W 74. �5 (m) - E � S 85032 ' 15 " W 140 . 00 ) R 1 /2 " i=ERCENTAGE OF COVERAGE C) p— z S 83044' 45 W S 85032 ' 15 " W 25 . 00 ' ( R ) I-- t VINYL FENCE 0 . 5 c� CC� � � 10 . 00 ( R ) 40 . 00 ' a 0 . 7 12 EASEMENT F-OR I N GR ESS & SS Ntt0 co ------------------------------------------------------------------------ ----- -------------- -------- -------- ----- -- ------ ------ - --- -- q------- ------ ------------- --- 0 PERVIOUS POOL EQUIP ON GRAVEL BASE > QPAVERS -xGENE TO _ rF 0 < 4' HIGH WAL ry - - - - - - - - - L tj D LL LL_ O G O �► I LJI rZi �� IJ r O ® � e \—� ri�, Fl-m 00 E I I I I I I _j I LJ —_ ��1�� I I • 4 I �� LANAI I I 0 C tet- z II _ WO 0 D O Q I �� ----� __ o 0 n i I I I WALL o-) o �- I -------- , , I I � Z0 a 'un� - � II 1 4 U '' i L_L_ X Co �- I I — II r—� I I I I I ' N M , o W u L_� I , I I I cit ON go X � ., a+ W �-I--) i I �,® �c�j' LANAI ; i o i I I vj Ln Ln L _ 0 � o O o 1 - I I t� 40 uo v a� uo 0 0 ` 0 I �� \ — PERVIOUS PERVIOUS I I ALJ G Q) I 1rrT� ,1 I =- PAVERS I I i o Li = ' III ;II I I PERSOLAs I I o 0 ® , —=—�=1=fi=f=I=1=rt=1= -t1144i�'''� ENTRY - - - - LAL - - - - ( R ) 1 , 0 . 8 ' 3� QUINA WALL lip OF 25 . 00 ( R >50 . 00 4 4-IG- WALL W/W&OD FENCE !.0 PERVIOUS PERVIOUS PAVERS PAVERS GINNNG r ON CRUSHED % ON CRUSHED VCRETE BASE CRETE BASE r+bw Pia►-�� v 75 . 00 ' ( R ) x 1 . 4' X1 . 7 'a COQUINA Q '��- 75 . 83 ( M ) 0 . 6 �- BEARING R FERE E LINE COLUMNS = JU Q CD O ff CD 1 /2 =3 �- 171 . 25 ( C ) 1 /2 -4z q u � } 171 . 23 ( M ) DURDEN U � _Ia LB 6696 ^ � 1 /2MAP SHOWING BOUNDARY SURVEY OF BEACH RE B A R N 85°.32 75 E 75. 0 (M) ANDA RRT ECORDEDEIN POLATLBOOK 5. PAGERESERVATION„64SANDOWN A SO SHOWNPONTPLAT NO. 1MINAL, SOMPANYUBDIVISIONMAP"A",O F ATTLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID ® PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST 0 . 6 5 AS RECORDED IN PLAT BOOK 25 PAGE 62 OF THE CURRENT PUBLIC RECORDS OF SAID 5 /<� 5 �� COUNTY, THENCE RUN NORTH 85 DEGREES 32 MINUTES 15 SECONDS EAST, ALONG THE NORTH LINE OF SAID CLUB MANOR, 0 . 9 3 ' WEST A DISTANCE OF 96.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85 DEGREES 32 MINUTES 15 SECONDS EAST, ALONG SAID NORTH LINE, A DISTANCE OF 150.00 FEET, THENCE RUN NORTH 6 DEGREES 15 MINUTES 15 SECONDS WEST, A DISTANCE OF 100.05 FEET, THENCE RUN SOUTH 85 DEGREES 32 MINUTES 15 SECONDS WEST, ALONG A LINE 100.00 FEET NORTH OF, AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF 140.00 FEET TO THE SOUTH EAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 1406, PAGE 189, OF SAID PUBLIC RECORDS; THENCE RUN SOUTH 83 DEGREES 44 MINUTES 45 SECONDS WEST, ALONG THE SOUTH LINE OF SAID LANDS RECORDED IN DEED BOOK 1406, PAGE 189, A DISTANCE OF 10.00 FEET TO THE SOUTHEAST CORNER OF DRAM BY: <5G/DH THE LANDS AS RECORDED IN DEED BOOK 708, PAGE 133; THENCE RUN SOUTH 6 DEGREES 15 MINUTES 15 SECONDS EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. SUBJECT TO A 12 FOOT EASEMENT FOR INGRESS AND EGRESScz u/6 —"� ALONG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED LANDS. CHECKED BY: I T A N5O > I� LESS AND EXCEPT: _ G APART OF THE "HOTEL RESERVATION" A5 SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH AND � 4/1-�/09 RECORDED IN PLAT BOOK 5, PAGE 64 AND ALSO SHOWN ON PLAT NO. 1, SUBDIVISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PART SCALES — BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST 1/8"a 10'_ori CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62, OF THE CURRENT PUBLIC RECORDS OF SAID �/J�11 COUNTY; THENCE NORTH 85 DEGREES 32 MINUTES 15 SECONDS EAST, ALONG THE NORTH LINE OF SAID CLUB MANOR, A JOB NL�BER: SCALE: /8II �/ DISTANCE OF 96.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85 DEGREES 32 MINUTES 15 SECONDS 4403 EAST, ALONG SAID NORTH LINE, A DISTANCE OF 50.00 FEET; THENCE NORTH 6 DEGREES 15 MINUTES 15 SECONDS WEST, A DISTANCE OF 100.05 FEET; THENCE SOUTH 85 DEGREES 32 MINUTES 15 SECONDS WEST, ALONG A LINE 100.00 FEET REVISED: NORTH OF, AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF �" 40.00 FEET TO THE SOUTH EAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 1406, PAGE 189, OF SAID PUBLIC RECORDS; THENCE SOUTH 83 DEGREES 44 MINUTES 45 SECONDS WEST, ALONG THE SOUTH LINE OF SAID LANDS RECORDED IN DEED BOOK 1406, PAGE 189, A DISTANCE OF 10.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DUM NO: DEED BOOK 708, PAGE 133; THENCE SOUTH 6 DEGREES 15 MINUTES 15 SECONDS EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. ALSO EXCEPT PART RECORDED IN OFFICIAL RECORDS VOLUME 12675, PAGE 1472. A2 6 OF -- ARCHITECTURAL SHINGLES 8 I $ 3 12 - 12 STUCCO 9 g �, — 3 ALL STUCCO APPLICATIONS SHALL COMPLY WITH THE RECOMMENDATIONS OF THE G $ — PORTLAND CEMENT ASSOCIATION,ASTM STANDARTOS p CS26-9Be1,CI063-99,AND C1328-00,AND THE FOLLOWINGAN IN Z ~' 8 -- — 1)DIAMOND MESH LATH R WITH A WATER ESISTANT BASED PAPER SHALL OVERLAP A MINIMUM OF 2 INCHES.LATH SHALL BE ATTACHED ' p OVER SHEATHING WITH FASTENERS THAT PENETRATE NOT LESS THAN 3/4INCH AND SPACED NOT MORE THAN l INCHES ON CENTER EA.WAY. 2)LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS.FLANGES OF ACCESSORIES SHALL BE SECURED TO THE FACE OF THE PLASTER i I BASE OF NOT MORE THAN"I INCH INTERVALS. a dd ' 3)EXTERNAL CORNER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS.WHERE NO EXTERNAL COINER BEAD IS USED,LATH SHALL BE FURRED OUT AND CARRIED AROUND CORNERS NOT LESS THAN ONE FRAMING SUPPORT ON FRAME CONSTRUCTION. 4)CONTROL JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NOT MORE THAT 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS,I.E.CEILINGS,CURVES OR ANGLE-TYRE:STRUCTURES.THE DISTANCE 2X2 BOARD. (COMPOSITE) BETWEEN CONTROL JOINTS SHALL NOT EXCEED 10 FEET IN EITHER DIRECTION.AT A MINIMUM,A CONTROL JOINT SHALL BE INSTALLED- I6°X14° BRACKET j 1: AT THE CEILING FRAMING,WHEN FURRING CHANGES DIRECTION,AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE SP WIDE) BL2432 ! i/2 HALF ROUND (COMPOSITE) (I.E.AT THE BASE OF AN EXTERIOR WALL AND MONOLITHIC SLAB AND AT JOINTS IN CMU AND CONCRETE). cA IXIO FRIEZE BD. (COMPOSITE) 5)IN WALLS OR PARTITIONS,DOORFRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. �� BRACKET B's 6)FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL STEEL OR WOOD FRAME EXTERIOR WALLS TO RECEIVE LATH ON 12 — I POWDER COATED ALUMINUM RAILING PLASTER PLACE THE BOTTOM EDGE OF THE FOUNDATION WEEP SRCEED NOT LESS THAN i INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. THE NOSE OF THE SCREED SHALL BE PLACED NOT LESS THAN(p INCHES ABOVE RAW EARTH OR 4 INCHES 612 ABOVE PAVED SURFACES. THE WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL ATTACHMENT FLANGE AND L-ulijTERMINATE AT THE TOP EDGE OF THE NOSE OR GROUND FLANGE. QO QD EXPOSED RAFTER TAILS 3 T)PLASTER THICKFOR STUCCO SHALL BE INSTALLED IN COATS OVER:NESS w QD ( - - �� co QA 0 AI FRAME GONSTRUGTiON: B)MASONRY CONSTRUCTION: I QD O h ST DING AM ETAL FIRST(BROWN)COAT 3/8 INCH THICK FIRST COAT 3/8 INCH THICK mr I V SECOND (SCRATCH)COAT 3/8 INCH THICK SECOND COAT 1/8 INCH THICK CV Ill O THIRD(FINISH)COAT 1/8 INCH THICK ^ 8)STUCCO NOT WATER-RESISTANT AND WILL REQUIRE AN EXTERIOR SEALANT. - -, OPERABLE WOOD, .1 11 1 1 1 TE LOUVERED SHUTTERS LJ j 6 A114, El I III I 71 aw = WOOD SHAKE SIDING II .10 FLAT I ! O 0Z J 11 SPECTIS TRIM -117 fill I �^ 4'-2" STANDING SEAM ! �' I ( ILu I 1 PT. 6x6 METAL ROOF '�t (RIPPED TO All Tr 11 Ti i PT. 2x6 511/211 x 3V219 ST DINGJAMITAL - -- _ - - - -- --- --- --- --- -I-T { _I I ! i PT. 6x6 5�2 x 3�2 ) (RIPPED TO S I SEAM TAL PT. 2x6 JOIST ltl'f'.) 11 �� 0 _ _ PT. 2xI2 SAND (PAINTED) DEC. PT. WD A (3) PLY PT. 2x12 /� �/ u �� --=_�=== low STUCCO � ALL STUCCO APPLICATIONS SHALL COMPLY WITH THE RECOMMENDATIONS OF THE E, � g PORTLAND CEMENT ASSOCIATION,ASTM STANDARTOS O 3 $ 1 12 ARCHITECTURAL SHINGLES c926-98a,CI(D63-99,AND CI328-m0,AND THE FOLLOWING � j - t)DIAMOND MESH LATH WITH A WATER RESISTANT BASED PAPER SHALL OVERLAP A MINIMUM OF 2 INCHES.LATH SHALL BE ATTACHED 6 OVER SHEATHING WITH FASTENERS THAT PENETRATE NOT LESS THAN 41NCH AND SPACED NOT MORE THAN 1 INCHES ON CENTER EA.WAY. a 2)LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS.FLANi OF ACCESSORIES SHALL BE SECURED TO THE FACE OF THE PLASTER S BASE OF NOT MORE THAN 1 INCH INTERVALS.Ak e I 3)EXTERNAL CORNER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS.WHERE NO EXTERNAL CORNER BEAD IS USED,LATH SHALL BE FURRED OUT AND CARRIED AROUND CORNERS NOT LESS THAN ONE FRAMING SUPPORT ON FRAME CONSTRUCTION. 4)CONTROL JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NOT MORE THAT I�SQUARE FEEL FOR ALL HORIZONTAL APPLICATIONS,I.E,CEILINCsB,CURVES OR ANGLE-tYPE STRUCTURES.THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 10 MET IN EITHER DIRECTION.AT A MINIMUM,A CONTROL JOINT SHALL BE INSTALLEDs At THE CEILING FRAMING,WHEN FURRING CHANGES DIRECTION,AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE 1 i (I.E.AT THE BASE OF AN EXTERIOR WALL AND MONOLITHIC SLAB AND AT JOINTS IN CMU AND CONCRETE). 5)IN WALLS OR PARTITIONS,DOORFRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 6)FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL STEEL OR WOOD FRAME EXTERIOR WALLS TO RECEIVE LATH ON �� PLASTER PLACE THE BOTTOM EDGE OF THE FOUNDATION WEEP SRGEED NOT LESS THAN I INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. THE NOSE OF THE SCREED SHALL BE PLACED NOT LESS THAN 6 INCHES ABOVE RAW EARTH OR 4 INCHES ABOVE PAVED SURFACES. THE WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL ATTACHMENT FLANGE AND TERMINATE AT THE TOP EDGE OF THE NOW OR GROUND FLANGE. Ll 1)PLASTER THICKNESS FOR STUCCO SHALL BE INSTALLED IN COATS OVER. i A)NAME CONSTRUCTIONS B)MASONRY CONStRUCtIONs C� m 12 FIRST(BROWN)COAT 3/8 INCH THICK FIRST COAT 3/8 INCH THICK � o F S/L S/L 6 SECOND(SCRATCH)COAT 3/8 INCH THICK SECOND COAT 1/8 INCH THICK 1 U _ THIRD (FINISH)GOAT 1/8 INCH THICK L LI U 11 8)STUCCO NOT WATER-RESISTANT AND WILL REQUIRE AN EXTERIOR SEALANT. cwQ F1 ^ _40 Z.- AIIIII, - - i w jLML a I 0 uxi ' � 0 -Ito WOOD SHAKE SIDING = I JI u Z 8 � PT. 6x6 PT. 2x6 r (RIPPED TO 5I'2 x 3V219 PT. 6x6 (RIPPED TO 5112° X 311/2 n) PT. 2x12 BAND (PAINTED) 5fRA /-�1/E T "All I Ilf�I I STUCCO o/ 1i x3 TRIM B f-��✓1� STUCCO iv CMU BLOCK DEC. PT.WD I 36"w GATE ® ® PT. 2x4 TRIM BRACKET "C" _ • STUCCO ' ® ® cA to = o c I 4' HIGH CMU WALL cri 0 b o y WOx16" BRACKET -------------------------- SPECTIS N BL2432 51RA1,<E T II�II 4 HIGH CMU WALL 1 wl a� 0 PT.4x4 N - 12 ?1 2X6 12 5RAC<ET 11i � 3 3"x3" HARDIE BD. TRIM 4" HARDIE BD. TRIM I I N dLL U I ARCHITECTURAL SHINGLES _' PT. 4x4 i ILLL L'� II PT. 2x4 LLL ILi J i I PT. 2x6 �- - -_ LL uj a o W f/ (ID u —:3izA OP>=BASLE WOOD x LOUVERED SHUTTERS m 0 _oto s U a � WOOD SHAKE SIDING IT 11 11 IT Ih WOOD BRACKETS BRACKET "A" IT TI '11 ILLIff IFT] ILETELUDILIJ TI TIL —— 12 dll PT. 2x12 BAND (PAINTED) _"`" 3 PT, 3x3 TRIM A STUCCO ' N P1'. 2x4 TRIM BRACKET IICII _ � sruaco ' to to STUCCO o/ CHECKED BY: 4' HIGH CMU WALL CMU BLOCK ------ — DOOM SCALE: '44 11 JOB NUMBER= 4403 LEf= T ELEVAT ION REVISED: pWG NO: A OP dP- 3 12 12 jai oil a x 3l TYP. 14"x1611 BR•ACKET SPECt18 51-2432a (4 WIDE) OPEN �sss UNPINISI-IED - - TF ATTIG 36" HIGH - Fu RAILING 9 12 m W � (FORGROUND) rt 6 = co p; Coco os c, 0 —.w, 0- —T lol tu .. A wa � HANDRAIL i11 p 12 ------ OPN'GF- I�I�-I � lid "r' OF'N'G. OPN'G. —�,A ATTIC a N as _ r 36" HIGH F/P RAILING RAISEDmom REM STAIR _ 3 t4 - -� (FORGMOUND) BOOKS 5C OKS - ap L HANDRAIL m - /IN I -a► /// EOND, BYRAIIIW%r a LJ I! RAILING M �+ o 0000 171 FEII FE] ❑ `" ❑ lr�Ts F-1. M FF ,ti o �r ti -------------- E; rIER -------------- -------------- .�, ,4 -------------- ------------- ----- ------ ------------------------------------ ----- -------QST GA 6 1 N A EST fRAGE , s ssss 12 ----------------------------------- ----------------------------------- 3 1 "_ MAIN FF12. 14"x16" BRACKET SPECTIS4�B ,2D432 tYP. 8"i. UNFINISHED OWNER'S H ATTIC c OPNN'G. Stat I CLOSET o %5E CT ION 5 5 =to36" HIGH 12 A RAILING LU 6 (-- LL uxi S1 Quj0 Z v PT. 2x6 JOIST (TYP.) ^� 5'-0" j ;i Ij FUTURE STI It 10 I, GLASS PAij E SGREA V �J' BY OWNERI (3)PLY PT. 2x12 MAIN BEAM -----JI IL------1 IL----- _� 36" HIGH RAILING $lixell FOYER CMU - -� 17 :31 COL. 8"x8" CMU 'AI 12 COL. ' 3 �- aD m ® ® 36" HIGH ONC. STEPS RAILING BEYOND DRAWN BY=U7x GA H�RING �. DOORP A N CHECKED BY: AK AIN DATE.- SCAL '44 JOB NUMBER: 4403 REVISED: 5 _ = DWG NO: OF 8 .8 0 ' n g ' 1) ALL EXTERIOR WALLS ARE1% " BLOCK w/1V2" FURRING EXCEPT AS NOTED o g s 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED x M 0. 3) ALL WALL THICKNESSES ARE NOMINAL 2x4=4" 9 Is � 6 0 4 -8 2 -4 17 -0 2 -4" li'-0" 11'-0° 2x6=6 2x8-8", ETC_ 9 �m 8 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE10 TO BE FIELD DETERMINED BY OTHERS. 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. 6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. _ 1) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. 8) ALL INTERIOR AND EXTERIOR FLOOR < STEP FINISHES C SHALL HAVE A NON-SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0b. o S) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH m m 4 HIGH CMU WALL 9 SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION a ' o 10) t = GLASS t0 BE TEMPERED i R 0 11) = EMERGENCY ESCAPE AND RESCUE OPENINGS 02 8"xs" CMU 12) C = LABEL - 20 MINUTE c 4g0 COL. o � PERVIOUS PAVER11 S 3 GATE 4' NIGH U WALL " n o ~ 4' 6" I I a w C 1.e]- r Q rz cnPOOI I L L 9 t. 2xJOIST rtY .)STORS -- Nth � POOL _=kk=____= S4CLOWD ACCESSIBLE SPACE LN)ER STAIRS SHALL HAVE ISOKEWAL.S,MR STAIR SffACES,AND ANY SOFFITS PROTECTED (REPLACE ti I I -= ON THE ENCLOSED SIDE WITH 14"GYPSUM WARD. - � _ = =__ HIGH C WALL � = 0 w FLAT SOFFII I A5 - STUCCO FINISH BOT. * 11-61, AFF. I I (3) PLY PT. 2x12 - TO INTERIOR �_� I IL WALLS OF L,�IAI f—-I I I MAIN BEAM I I 0 - TYP. ii,�`.r 4 I�x G Ln I �_ 11L_ ill'f--I 11 I 1 ERGOLA 11 = HZ312 \ ^ 8'-9 1/2" IL. I i 1 1 I j 3 GATE -- A PLUS �''f� �SOWN I I FLAT SOFFIT =_7------�I =I=__ Q� r 1ziL jl ) I I BOT. �'-6" AFF. ll �� 1 1 I 1 I I CANTILEVERED COL CMU = c L__J I I BALCONY ABOYE o 68 _= I I I ------ ----_ -- 48"Wro" LASS =-I _____ ___ cci Q ---------- 1 i tt HIS BLOCK TRANSOM I I �+ 0 ' I ap m HD. &,411 _ _ SHOW. ___ W.:b cA " -- / ---- - -- ------ ------ -- - D, 42 RAISED BAR - ------r----------------+ - - - b , GENERATOR0 -------------- CMU COL. I ------------- - TYP. i UP L�! ! pp V-9 1/2" CEIL. m �- e _ I I PLUS STEPDOWN __ ____- _ d' % I (T4G CEILING) = Q C 5'-0" DIA. I I I M -i 1 AC-1 - METAL SPIRAL I I -- f RAGE - 0 1 / -� r STAIR 0 r ,�� A a0 G -9 1/2 1 PLUS S I I Q .fl 0 � il'-10 �/8" I CI��19'-•�\N2" I i //6' \�'� � 4'-10" PERVIOUS PAVERS CE - \ / _ ___ _ 0� PERM PAVERS _ LL_Jj - I AG-2 aD I T,LpE -w GYP.BD. a CLG. L----- -------- 3068 12'•0"xb'-8" LINEN -, It A 2x4 FUR STACKAZLE DOORS 0 O 5 SHLVS 1 1 „ FREE STANDING 0 cv �- _ Q WALL I 1 PK68 _ O _ 15 -1 3/4 4'-4" 0' 0 T. 11 C140 _ 2068 - 51,z"I I , 3 1 @ 6'-5 'VS" 4'-0" i 2'-3 1 " `r 20'-5 5/8" 2040 SH. WORK BENCH 0 UP 5 0 BAT14I `� ��8 � � tt I tt 8-9 1/2 CEIL r-_ - A 4.. LS. 0 0 �� D ' REF I _ --_---_-_--_-, I © —}--- A5 I 6';n -- -- l _- I - TOP OF LANDING _ AC-3 \``r, P I HGt. 3'-8" AFF. 9 18 WOOD RAILING w/ X 1 1 1 li I v--I 1/2" '.1 3° E 5'-11 3/4" 4'-4" 12 WOOD SPINDLES A5 '--�---II----11- -- I ZA `q �� 11 li-p 1 F - - RAILINGRAISE _ IN - l2)30 TOP OF GONG. wX& N ! !I I =��p NTRY O LANDING HGT. - 4'-6" I I I I 1 �► I - 3'-2" AFF. 0 C LL 3'-3 i/2" 4'-10 3/8° '-Z i " 4 _0 - -� _ '�� O A5 •— �- 4 HIGH ' " I ' ' t I 1 2 1- 11 !4 a0 _ GMUN WALL 3050 SH. I - _ __ \\ J.lL�= (K HD. * 6'-8" I Iii( JAI ' ( t� _ ___ �� 7 6- A I' f'T I1� uZ��1ti i I i i Up II IS R8 1 = \�� 6 1� m" 8'-9 I/Z' CEIL. 00 uil 1' I IE T r g u A. 1 C„ '^ O L----' i - ----��-- ulm, Lam_ I ILL--� �_ =L I A A M U U I I -� i I •� I I �---- '- Ll.i RECESSED } = 2868 11 ` C�,ID ROOM STOR 9 1/ --� •��(lll 9 I/8" it ii 13'-9 3/8" [2111,31 20'-0 i/8" OPNG. I ,�vv Z'-I" �� 8'-6 1/4' 0 4'-4" Ute } UP T all WASH/DR"' - 5UNKOO / �ry� I FLAT SCREEN TV. C cv A t I x -----------� :v u 1ROOM I I n r---- - SHELVES ----- 51/2 11'-13/4" 4'-51/8'! 5'-4" - - V-9 1/2" CEIL. I ------- ------- 10 ---- --� ------- -n 2'111' 0 15'-3 5/8" _ ( ______ --- -; -- ii -6 ' I I�- - STORAGEI I _, ;-;----� I � PE IOU PA RS II V N` II i' i 8'-9 i/2° CEIL. i� E n III - _ If ELEV ( � ( 8'-9 I/2" cEL. a a `� S�� CMU WALL � _----�--- -� II I o! EQUIP x - PLUS STEPD II I ' 1 , CONDITIO1�lED SPACE 3050 SH. j �T�\ j N----i j - I TYPE 'X" Gp(P. BD. * G 1 ' ' Q 1 x HD. • 6'-8.. \_I it f T1•pE�C' Gyp. BD. 0 CLC. 6,11 I I " i I 11 __ -� --- �� I� - FRAME I�JALl.. r _ DEHUMIDIFIE - ' ,---— �T3 1 1 1 I r� 18'-2 5/8" tt AHu-t 5'-0" - 21 -�T/$ I --! ----- 1 DRAWN BY: K5G/D4-I (2)2068 I -' 30 6H8" 0 I I tlJ 48"x16" ASS AREA TA15ULATION �CKED BY: BLOCK SOM HB SHOW. , ® — -- — 4/11/09 IPi , - ---�*---\___��TILEV'E 0� HD. � 6 8 let FLOOR HVAC 13'12 DA BUTLERS 2nd FLOOR HVAC 2088 26'-1 1/8" „ PANTRY A VE 3rd FLOOR HVAC 943 SCALE: ill-bit 21 - 1/8 TOTAL HVAC 4403 144 11=11-011 3'-4" 25'-10° 18'-10" 11'-0" JOB FUNDER: 4403 ENTRY Be LANAI 630 _ Ale WEST GARAGE/STORAGE 211 REVISED: EAST GARAGE 320 COVERED BALCONY 01 223 DWG NO: %5 T Fm L 0 0 R f= L A N it $ PARTIALLY CVD. BALCONY 03 236 A5 TOTAL UNDER FLOORED SPACE 6182 Sr-. 1 OF .8 3 U $ 1 jai g 1) ALL EXTERIOR WALLS ARE 2x(o EXCEPT AS NOTEDs g ' gy .li 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL WALL THICKNESSES ARE ACTUAL 2x4=31/2 1 2X6=5 2x8='11/4 , ETC- 531-811 5'-4" 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE $i TO BE FIELD DETERMINED BY OTHERS. 15'-4" 21'-8" 14'-8" 2'_0" 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK 6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH — 1'-4" 4'-0" fol 2'-4" i'i'-0" 2'-4" 3'-il 1/2" "i'-i" 3'-7 1/2" THE DETAILS DONE BY OTHERS. 1) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. 1 -4' 8) ALL INTERIOR AND EXTERIOR FLOOR t STEP FINISHES SHALL HAVE A NON-SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0b. 3050 H. ® 3050 SH. ® 3) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH w HD. SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION I ao o ABV. FLR ABV. nd LR 10) T = GLASS TO BE TEMPERED Il) = EMERGENCY ESCAPE AND RESCUE OPENINGS d, Q 5 12) C = LABEL - 20 MINUTE 'o m , r ! I �� -7n l f7—————-7---- RAILING TO RESIST 200 LBS. PER SQ FT.MIN. T ii y _J II I= ��I HD. • 0 ABV, d TF, B � HANDRAIL 1114" TO 2" DIAMETER II -4 II 10 III1 A5 II � II 17 LII - 1I L 161„ c i __ II II I III 'I I U--- ---------- JLI ! SUITE -, NEUE!_POST,SARrf TEWINAL, GUEST i �! I � 36�� HIGH VOLUTE,OR TURNOUT 1/8" GEIL. POWDER COATED �—ALUMINUM RAILING - 5'-111/2" 4'-113/8" -8" 91/8" % 306 SH. 306 SH. cn r 411 MAX.GAP r ABV. n FLR ABV, nd FLR cn ----------�- ----____-- - 6 MAX.GAP i ------ - ------------------- i -----5 r- --- / - --- -------- BOOKS L j ON 5'-0" DIA. g�� COL. -- - -I r-------i-r--- I i I WALK-IN i METAL IRALP I I _ I I I IT , I I = M -- CLOSET - STAIR - I I I I 9-5!I/8" K/S - _ - I I I I IBASE * c I t � _ 136" ,qFF. I � cp � ��coo COVERED (P 1 I _J I I 1 306 SH. r I a-L ---- J L J _ V-011 RA�,... 1��rl' DETAIL . at A r BALCONY-2 r=- - HD. b' --- ZC= � I ABV 2nd FLR , 10-I I/8 GEIL. - � c0 2050 SH. BI v'i`a of PLUS STEPDOWN L--- 1 1 r _- r - -I SCALE- N.T S. HD. ' 8'-0" �- (TTG CEILING) 41 I I `� I I I ' o ` I, �4 ABV. 2nd FLRPED RAILING I L+��I _� � I � SINK `;' 20''-0° I'-8" 1 �7 I j ! m M SOFFI W/G •' 40 d1 I _ '-1 1/8" CEI I 5'-0" r �' ao ' • 8' - i \n OFFERED 1 Ei�. I I F LIZ ---- J r---- L__ - --- h - �v M ----- -------- 0 STAOL45LE DOORS c - , ------ � O�,' 7-T -1 (2) 2080 -a\0 Jr I --T----I 1L © j HDS; 9 oll ► i I II I II i III - SOFFIT +� ABY. 2nd FLR I 8" I'- i/2" 2880 \ I �! 11 I�! `;� 9'-5 I/8" AT ROOM i _ 2040 FXQ. -- - CO. �. �� ! � _JL__ J I I 0-1 „ I I I +n IIG4=-�-_SLI HD. 13'-11" U 19 RI - (WOOD FLOOR) I LI-r---___�-IJ I L 6� ABV. 2nd FLR ��_ � Ar✓- "' 1� � ---�1-1 Ir � ------- 1j� ai 1 l i II 3050 3 0 'G. ------- HD * 8' 0" H * 8'-0" 3050 SH. �� A C H . o I I r - ------, i I ! I _, N. 1 ABV. 2nd 0LR A�j 2040 FXD. „ I I I ct1 I �' A 1 A5 D 3'-II" ltF. I I a a =I ABV. 2nd FLR 3' W, 6 -11 I/2° 3 - 3/8 II 12 -4 �U 20'-10 +/4° I III -a " d '� 9 I/8" III �p L 9 2 +� "f 3 A 5 -i l 3/4 ENGR FLAT �01 R C NOSING i�ANtR�' / ,J -J cv SCORED CI.G.I _ I M ! ! ! LANDING III t!J tt 1j % �7__ 0 -J''� L-J 3050 SH. 111 °' �4" PLYWOO OH' n -----� HD. ' 9'-0" III - - t,J CHASE G 1 N r---- r-_ ABV.2nd FLR SUBFLOOR ___ 1 WF ---II----1----� D . II RI - I I I I ii li I I I _ I DESK I n +j\ * 1.32)" 2x6 LEDGER TREADS t RISERS - /, _ (2x MIN) 2'-1 I/2" ----„- ARCH SOFFIT I = BEAM 19 RISERS 0 136” i 8'-4" t0 9'-4" ---- ---------- --� ----- 1110 BUILT IN RVER ----� --- - -------7=F_ � n 3gz, ' ---'' LL 3'-9 1/2" OVER CABINETS +� +� 36" -- SH. 18 TREADS 10" „ ,� „ I �� I ABV.2nd FLR I STRINGER :0361 I L I 2 -:3 1/4 1'-4 i/4 - -'1 :n I I FUTU STAINIi:D I cn I Z GLA S PANELS BY , I I I al CD 11 4 �� BAR 1 COQ OWN (DASHED) I I KITCHEN I I - ' I I -- I I r t136 1 I `` �_� 42" RAISED =JH j �Jf=f7 --------i O 0 I 10'-I / ' GEIL. I I---I M SHEL N _ cvCDC1,11 1 I l LOOR) '4 �� r--I---L iv x �i�`< L-_J`x�� ---_ __ cv ARCH SOFFIT 1 ' _ --J --- 11-4111 i �. `-�< ` I 2x4 PT. U U V-4" TO V-4" I I cn /�.'' �\\ \ \\\ ITf I, )1 I OHG�, --- - ' VARIES OVER CABINET8 Ev I � 1`�VS' GEIL. r T t� _ r ILi- � I 111 - �� SECOND FLOOR TO THIRD FLOOR U I I 10'-1 I/8" G IL. WINE 1 - III 1 1 14Z`-� 11 I L.IIN I I I r MW. I --T o o i I III 'd x - f#L� tJ - 306 SH. ! tt i � J J(WOOD FLO�JR) _ CHILLER �' i tf I HO. 9'-0" 11 - STAIR DETAIL. I X �\� �;��/ I ABY 2nd FLR AQ ow T( WEt BAR ( I /� I KIT. SINK 11 it 1 �� `�.�`_�� ,, i -4 r- SCALE: N.T.S. 6._5,. c- I,_ „ 11L I� 01 �I Jll IL CE 2680 �� r- ��„�� 36.. _ x� = CO.iiE -I---i- - 2 -'1 1/2 __ _-- 11'-'1 i/1” 12" 101_10118" ,n 6'-8" 4'- I/2" 511/2 i' - 13'-10 '1/8" --- ---------, 48" RANGE --- - ' 1 3080 - 30801 1 1 I I 1 ! M. 1 Win, r i CO. BUTLERS PANTRY CO. 11 I I I 1 ---�--�- ------� ,..'�:,>,� " GEIL. I I L SOFFI • I I CHASE OHC , =1 _L l r a HG n 0 611 BAR SINK --- --------_ I - --- ----------- (2) -- ----------(2)3 0 SH. CHINA ® CABINETNA 3060SH. �� 306 SH. �� A ARCH SOFFIT - HD. 9 0 ® HD. 9-0 HD. 914.. ® , c`+ " " �- ABY 2nd FLR ABY. 2nd FLR ABV 2nd FLR i., OVER CABINETS N 305® Si-4. £TICLOSED ACC�S8181.E SPACE L9dDER STAIRS SHALL NAPE HD. W-0" WALL,LWER STAIR Si WXft,AND ANY SOFFITS PROTECTED ABV. nd FLR ON 7NE ENCLOSED SIDE IUITN In"GYPSUM BOARD. iiiiiiiiiiiiiiiiiiiiillllllllll77 11 11 r�� KBC�/DH 20 -8 1/8" 5'-5" 5'-10" 5'-10" 3'-0 "i/8" 1'-0" 3'-10" �� CKED BY: S CMU WALL 26'-1 i/8" Il'-8" 13'-10 -b8" 2'-0" DATE; �/��/�9 FRAME WAL L � SCALE: 144 1 _ _O �� NUMBER= 4403 8 REVISED: f= LAN X A5 DWG NO: of I lid! • z NOTE& � � $ g�9 1) ALL EXTERIOR WALLS ARE 2x6 EXCEPT AS NOTED E g ` 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL WALL THICKNESSES ARE ACTUAL 2x4=31/2" 9 2x6=5'/2" 2x8='11/4", ETC_ 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. U (p) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. r _ 1) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. 8) ALL INTERIOR AND EXTERIOR FLOOR i STEP FINISHES R m SHALL HAVE A NON-SLIP FINISH TO MEET co o i 51'-8" ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 01o. I C)j 9) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH co F 3-f'-9 I/8" 13'-10 1/8" SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION 1:10 10) (D- GLASS TO BE TEMPERED a 2 -0 I- 13'-4" 22'-5 I/8" 11) = EMERGENCY ESCAPE AND RESCUE OPENINGS 12) G - LABEL - 20 MINUTE " 10'-10" V-6" 2'-4" 1'1'_0" 2'-4" 91/8" a O 11-411 14'-4" I $ I I A5 eI 36" HIGH POWDER COATED ALUMINUM RAILING OUTLINE OF 30 SH. Z_ % i FL BELOW HD. 6'-8" P 1 ABV. 3rd FLR I w -' ------- ------------ , W 04 3040 D +0 SH. OPEN AREA j HALF WALL r- j ABV. 3rd FLR MARY'S TU1O - AJA� _0_V -------------- --- � --------------- V-S" CEIL. 5 Lc0N __ ------ in I Qi V-8" CEIL. dl PLUS STEPDOWN _ I cq M ;q s 3068 (T4G CEILING) m I p, 1_4 ---- -- -- - - ---, �UILT IN BC)OK G HC I I f2)406 FD I I (2)406 i J C14m ►--� 0 ----- 1111111 I I I r_ kms► I I --------- I I = I I I I 11 � il �rr � I ,'� >n L----J L---_J L-- _ J SINK I I I I I I I ----- SOUND DEA ENING BOARD I W 0 2030 FXG. ------ - -- 1 1 2868 I 1 1 ---�-' _ �., HD. 0 18'-4° 4J I I I ( I 5 ABV. 2nd FLR N '�� I CO. 81-0" CEIL. (BEAME#> OEIL.) C I I I I iii U-2 m A 2030 FXD. _____-- I_LI-L 611 1 1 �n A5 O `h ABV. 2nd FLR - I i,I- --------I- tt I I _� 30 I 0 SH. i R E I 21 I I I I I m It I I I I I I W.H. 2 HDA a 6'-8" G h' 8" 4'-7 1/8" I/2°I I I I AB1. 3rd FLR ;t ALj N - CEI L8'-3" I I 3'- " 151-5 I/2° TO ATT C U FINISHED ATTIC 20 FXD. F=T.==�r— - I W r---, I I IT i I I I �- -, I I C HD. 18'-q u I c0 I I S'--"1 I I I /i re I I I I I --�-I--- I IH I /% I I I I ABV. 2nd FLR i �, GRYI I r I 1 1C�i% j I LI---_J L--- 1 I I \C I #018J _ I I I IU-3 RASEzloo' - ---_- I L-_-JCI=L========1 L -- I = I 21-I " 5'-6" I'-3 1 " I MIR IN. i I dJ Iy 1 z 266 8 I I 6'-0" 0121-5" _ '-2" PKT. '-5 1/2" _ 1 6► tAE E 2668 `Q ' _ •,,,r C --------- -�. -8" CEIL. _ fi I I CURB i d1 ----- I 0 cn 1 �,, r YD I _ HERS � ELEV LEV I = � i �I i � U o TUB �' BIDET - L--- -- IRISH- ----� SEAT �o� i U ,�f' l N. 2010 FXD. 201911 FXD. (2) 030 SH. 2010 FXD. j Q � I D 61-81, HD. 61-81, HD. 61-81, ap I I ABV. 3rd FLR AB 3rd FLR AMY. 3rd FLR ABV. 3rd FLR r iF- ,�, i L----------- -- I L------------------------ 5------ --------------- 5 A5 V-10" 3'-0 1/2" 11 5'-1 Vie'" "I'-4 1/16" 5'-4 1/2" 5,-C31/2" 8'-3" (DRAWN BY: 9 �I KBCx/DH 01 11 51-101/21, 31'-10 5/8" 13'-10 1/8" CHECKED BY: 0 00 4/11/09 l SCALE: r - x 14"=1'-0n JOB NUMBER: 4403 f=> L A N, V D: oWG NO: Aa 16 b g 01 10 22'-0" w $ � � 16'-4 3/16" 2'-'1 13/16" F jai % POOL RETAINING g WALL �� 4 CONC. SLAB W/ 8" C.M.U. BLOCK 6x6, 10x0 W.W.M. FOUNDATION WALLf— OYER 6 MIL. VAPOR 3/4,� PLYWOOD ON 20��x10�� CONT. I I DECKING BARRIER ON , e CONC.FTG. w/ (3) I I COMPACTED TERMITE 050 RODS CONT. I N PT. 2x12 RIM JOIST TREATED FILL a1 I I -------------- --------� ' I I - ---------- I l2)PT. 2x12 BEAM ----------------- - ---------� ----'----------------- I 8" C L. BLOCK C3)PT. 2x1Z _ 1011 ----------- I I AR ------------------------ STRINGERS GOVT FOUN ATI WALL �- -------- I I ON 2 "x10" CONT. - 8" C.M.U. BLOCK -------------- FOUNDATION WALL I I _ _- _----- _, I 1 CONC.FTG. w/ (3) STEPS BEYOND `4 ON 20"x1011 CONT. \`� 3'-011x3'-0"x12" I I 450 DS CONT. 7 cq Gc�li /- - CONC.FTG. w/ (3) I I «50 RODS CONT. i i / �\ wco 3� c.FTG. 41-411 I I 0 ao 0 c 0M CO D, 41- r - SUPPORT 02 ti I ------ -- i � �► I I I I POSTS I -------------------------- (3) _ w "5 CONT. 21-6" `•'v� a� I I I I I (2)45 CONT. L------- r--------- --------------- L---- I SECTION THRID . iISOKERN ------- "IE J--- ----�-I i ,� PROPOSED I I RAISED FOYER (( I 9 POOL t I I _ ' C-4 SCALE: I/4"=10" '- I POOL N I I I I 11 I I - I LL-- jl - I j TO EXT. I I PROPOSED I - :iPA PERVIOUS I PAVERS 8 I __ GONG TG. 1 I I CMU COL. I I S I I TYP- r-�- -`1 CON4 I I .I _ ``M m r-I-1 L--- HB 1 SAAB i I T e7 ----------, ------- II - __ ------------------ ---------------------------- - A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE 0 j I GENERATOR l��% III I ____ ____ 0 ----T----r r--------- SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE v, L I J C4 PRIOR TO THE FRAMING INSPECTION. OR ALL PROPERTY MARKERS 0 d C 2" SLOPE I ;- SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO c 3'-0"x3'-0"x12" -- - I`' _ I W X _ I j TO EXT . I x MARKER TO VERIFY REQUIRED SETBACKS. ++ __ I GONG.FTG. W/ (3)«5 to E.W. ItuI O a .� I COND FOR SPIRAL STAIR I I J - I u"immnmm� I I I a II111111111111III 111111�III GRILL L------' _ � � ' I i I J' I 111111111111011111111111 i�uiililil llil iiiiil 11 -10 1/8 t 99 -8' 24'-Eo 1/2" 0 I E _ Ig�� -' •-� '_ " I I I OFt SINK_ I f I 1 r- - If I 9 1/8ll I II I I II LIGE it I S -4 I X INSTALL (1) 05 ROD VERTICAL - I -__I - I I I '- '��-------------- I I � _ N EACH CORNER AND 0 MAX. 48" O.C. ( COND-2 1 I - _ --tom_-�------ ------------- _______________ 1 I i- I A HOOK 9" INTO FTG, f 12" INTO SLAB. I - �--------- -------------------------------------------------- ------ bN111 I---------- ------------------------------------- 61 -� ------------------------------------------ ----------- I I `ii ii I-------\L -Si/all " I I 15 10Wa ,11 S EPS ! DEPTH OF PIT AND SIZE OF \ 1 1 I 1 I tt -__- I I 1 FORMED < POURED OPENING SHALL VARY BASED I AM�\ i I _ I I -- ---- ------- - Tl J I I I I 1 STEPS AS REQ'D _ UPON ELEVATOR SELECTION: l\��`�,■,�i i i r---- -------I I 1 I L-------- --------- ----------- I I 0 SEE MANUFACTURER'S I REFI � SPECIFICATIONS. 1 GOND-3 1 1 I I 1 I I I 1'YP'ICr4L 8Lr!!td I „ TOP STEMWALL i I 1� i 1 I r w/c� I 6 4 CONC. SLAB w/ FIBERME H • 3'-8" ABOVE I I I I i I 1 °-I SINK OR 6"x6" 10-10 WiLm o/ 6 MAINS AS I I I I I TYP"C.AL (U ATCRY I•oum FCI�aTION r---�-- -� TOP OF CONC. en I __J I I ,_J MIL. VAPOR BARRIER o/ 6 '¢ ------- I 1 I 1 WELL COMPACTED TERMITE I I I LANDING _ _ (1) CRS 8" CONC. HEADER $LK o/ 1 I L ___ _____ J I I I I 3'-2" ABY. MAIN „ TREATED FILL _ I I I IO3'-+B" I SLAB ® C ) CRS 8 GONG. BLK o/ 1 I �- 1 `� °0 20" x 10" CONC. FOOTING w/ (2) 14't0 5/8" 4' 10 3/8" MAIN +� I I 4' 112" I 05 RODS CONTINUOUS. I � I 1 r-- FIN. SLAB m I 1 I I 1 (-——�1 LOCATE FLOOR- / L I I I 1 I ML*®Y OwERB , ,i 1 i i - w j D/W I m SMOFICATIONS IOP -(d I I CA1L- (Z)STORY MOM FOMDATION I i I I � #1111 (1) CRS 8" CONC. HEADER BLK o/ (1 f , z 1 I I I I l ) CRS 8" GONG. SLK o/ V V� NOT w� 0 i rIlW/D 11 1 1 I 24" x 10" GONG. FOOTING w/ (3) I i ALL INTERIOR BEARING: _ I L11 I 1 +-a 1 1 T IIP I I I P S PS "5 RODS CONTINUOUS. 1 1 4 4 1 i 1011 FORMED < POURED- C. V V FOOTINGS TO 8E GOORD INATED �----------- -------- -- ---'�"--�� I STEPS AS REQ'D � � .- 1 I w/ TRUSS DESIGNER I r-------- - --�; '----�I I '----- ' 1 L- f— —1 r----------J 1 _ �-____-I _ TYPICAL (9)STORY NO" FOUNCATION I I I I r---------� f— I I I - •� I 1 - -_' (1) ORS 8" CONC. HEADER BLK o/ CRS 8" GONG. BLK o/ _ I� _ -1 0 3 30" x 12" CONC. FOOTING w/ (3) U }- i I 32`-9 I/8" 1 I 14'-(0 1/2"I I = il'-I 3/4" 4'-9 1/0'� I 5'-4" 1 X Q "5 RODS CONTINUOUS. ^ .� PIT 11 :: I _' = I I o FORMEDi t dj A c4 i I ------ : PouRED r tgg'-6" 1 1 I o FOUNDATION NO MS CONC. culls a I 1 1 I I L I 2)03 REBAR -' I 1 I - 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SAFETY I I I I --------- 1 _ A I I 1 (Ip UNDER THE REQUIREMENTS OF O,S.H.A. W/_H `----------� I I rp 2" SLOPE I I I �C,� 2) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2004 TO EXT. I I n FLORIDA BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. I I L------------ /� I , I I I I 1 3) STRIP TOPSOIL, TREES, STUMPS, ROOTS,ETC.FROM ALL AREAS ----------------- ------------------------- ---- I -- -----`----- I -� ------------ -----------T-r---- WHERE CONSTRUCTION WILL OCCUR UNLESS NOTED --------------------------- - ---- ------ I ------ -------------------- I OTHERWISE. L --------------------------------------- ------------------ 4' -- '- 4) WHILE KNOWN UTILITIES ARE SHOWN, THE CONTRACTOR -`----------------------------------- ----------------- ' O S46 -- ---i --------- SHALL EXERCISE CAUTION WITH EARTHWORK AS UNMARKED ------------------------------------------- UTILITIES MIGHT BE ENCOUNTERED. 8" C.M.U. BLOCK 5) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED DRAWN BY-. K5G/D, FOUNDATION WALL VENT DRYER UNDER PRIOR TO ANY WORK - ON 30"x12" CONT. SLAB W/ 4" DIA. 6)FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND CONI.FTG. w/ (3) PVC PIPE MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER CHECKED BY: 43+ RODS CONT. DEBRIS. " -f)FILL SHALL BE PLACED IN 12" LOOSE LIFTS, COMPACTED TO 29 -2 .11 108'-1 1/8" 21'-2 'I/8° 95% MODIFIED PROCTOR DENSITY At OPTIMUM MOISTURE DA /I-I/fag CONTENT AS DETERMINED BY ASTM 0-155-t-METHOD 'A' 8) SOIL BORING TEST SHOULD BE PERFORMED BY A FLORIDA SCA�„E: REGISTERED SOIL ENGINEER WITHIN BUILDING FOOTPRINTS, 144 SAME ENGINEER SHOULD CONFIRM EXCAVATION AND 'ENGINEI=RED' BACKFILL REQUIRED PSI CONCRETE AND J� NUMBEi� ��03 VERIFY FOOTING DESIGN, SAME ENGINEER SHOULD APPROVE BACKFILL FOR MATERIAL MAKE-UP. S) SOIL ENGINEER SHOULD CONDUCT SIX COMPACTION TESTS TO REVISED: VERIFY ABOVE REQUIREMENTS. N A T A N10) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED _ WITH TRUSS MANUFACTURER. DWG NO: 11) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS (INTERIOR). OF NOTE: SET BACK ENGINEERED s TRUSS 1/2" TO ADJUST FOR s3 STRUCTURAL SHEATHING THICKNESS SO THAT FACE OF SHEATHING ALIGNS WITH FACE OF (CMU) I 12 0 �� 12 z SEES 1j, ROOFS ; i PLATE (T.O.S.) � � g CD 2x6 WALL OR ICF WALL PLATE m m -- ----- I� cco 00 ~ 2x6 WALL �, \Q OVERHANG W 4 863�, 'PFLOOR o/ (3rd FLR.) 4 OR SYSYTEM o/ TYPE A lm -1 1/8 PLATE o/ (2nol FLR.) a 1'-63/4" FLOOR SYSYTEM o/ N.T.S. 1'-6314" FLOOR SYSYTEM o/ I 8'-9 1/2" PLT. HGT, (let FLR.) OVERHANG. p 10'-1 1/8" PLATE o/ (2nd FLR.) i I lit= 11„ 1'-63'14” FLOOR SYSYTEM o/ I I 22 -0 1/8 o/HOUSE SLAB/BLK TYPE "A" 1'-11" STUB TRUSS o/ TYPE I � 8'-S 1/2" PLT. HGT. (let FLR.) I W 101_1 1/8 PLATE o/ (2nd FLR.) ' 3.12 3:12 1'-6314" FLOOR SYSYTEM O/ N.T.S. r 22'-0 1/8 o/HOUSE SLA5/5LK , A p_ ) (T.O.S.) = TOP OF STU5 �— 6'-e 1/2 PLT. NGT. (let FLR TYPE "A" 22'-4 3/8" o/HOUSE SLAB/5L< TYPE 11511 O ►- N. U --- - ----- N�l __"-_- -r- -- ---------- ---------7� � r I II I -- - BALCONY BELOLU i---- 1- I II I I I I ( II L rn I II I I * I I i II I 1 N I I 1 II cc < it 3•12 i 3:12E co 0 !3.12 + Lj 8'-9 1/2" PLT. HGT. (let FLR.) Q -1 i i ►---- TYPE A b F r -- — E NOTE - RIDGEJL S I I I •� I I , FULLY ENCL05ED ATTIC — NO VENTING REQUIRED II J% I I I — 1 _ R-22 IGYNENE OR EQUAL I ; ► _—] c=====__] I c== --' 6. 2 INSULL.ATION 000 I I I I I I I I I ATTIC STORAGE I 3:12 �L► TRUSSES I' I I 3' 2 1 1 I I I I 1OeIll \4 iI i i i i i i 1 I ' 1'-634" FLOOR SYSYTEM o/ I � de L =_] 1 i i i i i RIDGE 1 10'-1 1/8" PLATE o/ (2nd FLR.) --- T.,� 1'-6314" FLOOR SYSYTEM o/ i I I 1 S'-9 1/2" PLT. HGT. (let FLR-) NOTEs U r--- `- i i i i i i,2 -0 1/8i' o/HOUSE SLAB/5L< (1) ROOF OVERHANG SHALL BE 2'-0" 1 L1--- -�@ _ TYPE A UNLESS NOTED OTHERWISE. (2) ROOF PITCH SHALL BE 3/12 UNLESS i I 3:12 1 1 NOTED OTHERWISE ON PLANS. 1'-634" FLOOR SYSYTEM o/ I I 1 (3) ROOF FRAMING TO BE PRE-ENGINEERED I 1 i'.' WOOD TRUSSES SET • 24 O.C- 101-1 1/6" PLATE o/ (2nd FLR.) ' I n N 1 (4) ROOF FRAMING LUMBER TO BE 02 OR UL TTER j- 1'-6314" FLOOR SYSYTEM o/ Ifo 1 N j '�.p, ($) � � INDICATES DIRECTION OF �-- 8 -S 1/211 PLT. HGT. list FLR.) I \Q 1 _� --- ------, ROOF SLOPE.> z — 1 ——— ———— (6 )INDICATES INTERIOR 22'-0 I/8" O/HOUSE SLAB/$L< I I �� y --- 1 CEILING VAULT. BTYPE nj Q O ' 6:12 1 1� I I i 1'--- (8) MOSEEM INDICATES 2nd FLOOR WALLS. r , 1 I I it =3i —jz do ---------------i I 1 3:12 S �i ALL ROOF FRAMING TO BE PRE-MANUFACTURED z 1 ROOF TRUSSES TO BE INSTALLED PER Q 1 MANUFACTURERS SPECIFICATIONS (UN.O.) 8'-91/2" PLT. HGT. (let FLR-) ADDITIONAL INTERIOR BEARING MAY BE REQ'D ___ _ „� 1 BY ROOF TRUSS MANUFACTURER. CONTRACTOR 1 I TYPE "A" I-IrTO COORDINATE w/ RESIDENTIAL DESIGNS BY KEVIN GRAY AND WINDLOAD ENGINEER I Y' L----------------------� _ _—�I �/ ~�}•I�— — ------- ---� --- ---------- - -------- ----- --- --------- \ L--- ' _— —_ _____ ROOF FRAMING LEGEND: L --_--- _----- J :O ROOF VENT INTERIOR *FLREG D KNEE WALLS 8'-8" PLATE o/ (3rd FLR.) MFIRSJBARINWALL _—.—_ 1'-634" FLOOR SYSYTEM o/ 1'-11" STUB TRUSS o/ FALSE WALL (TYP FRAMED OVER DOUBLE MEMBERS) ID RAM BY: KBG/DN 10'-1 1/8" PLATE o/ (2nd FLR.) 10'-1 1/8" PLATE o/ (2nd FLR.) ® HEADERS - ENGINEER TO VERIFY CHECKED BYs V-63/4"/4" FLOOR SYSYTEM o/ 1'-63/4" FLOOR SYSYTEM o/ 8'-9 1/2" PLT. HGT. (let FLR.) 8'-9 1/2" PLT. HGT. (let FLR.) ® BEAMS, DOUBLED TRUSSES, OR GIRDER TRUSSES BY OTHERS - PER MANUFACTURERS SPECS — 4/1-1/01B22'-0 1/8" o/HOUSE SLAB/SLK 22'-4 3/8" o/HOUSE SLAB/5L< �_ _ �/I TYPE "A" TYPE 11511 STEEL MEMBERS SCALE: I, n O CONCRETE LINTELS 4 • STEEL POSTS JOB OBER` 4403 . WOOD POSTS REVISED:L A — ROOF JOISTS OR ROOF TRUSSES BY OTHERS — -— - PER MANUFACTURERS SPECS DWG NO: L L BEAM, JOIST, OR TRUSS HANGERS 41016 OF ENGR. ROOF TRUSS 8 w O.C.11 V ataWcM aEah METAL I/2" DIA. x 'i" "KWIK BOLTS" UJ A L L 5 E C T 1 O N 5ROOP . GFEC (IED OW NM BR BE a�EuFlEa — W/ MIN. IMBED 2 3/4", 32" O.G. s 0 w INTERIOR SHEAR WALLS. NOTE: ON VJV Ja r�aiLERa• �"oc. OAaMAX) 411 GONG. SLAB w1 ENGINEERS STRUCTURAL CRITERIA w �� ` �iNb LT ON Ian°'8'a' 6xbxl0/10 WlUF. OR (2) w✓- REBAR CONT. (ONE STORY) IT 12 c3) «5 REBAR CONT. (TWD STORY) MAY OVERRIDE SHOWN DETAILS. c 13 g 2'-m" FIBERMESH GONG. Y.::. 3 O.H. FOR STRUCTURAL AND STRAPPING z o °" � - METAL STRAPPING w EA. INFORMATION, REFER TO ENGINEERING IMPORTANT FRAMING NOTA!!! TRUSS BEARING POINT ��• ° � = 2i ENGR ROOF TRUSS SHEETS. " o� g � SIZE : TYPE BY ENGR 24" O.C. NOTE: AT ALL CONDITIONS WHERE SECOND Y: 2x4 NAILER //\\ \\/\\ o.A \\ \\ \ ARCHITECTURAL SHINGLESFLOOR EXTERIOR FRAME WALL ALIGNS OVER ,..- / /\�✓/ �\ \ 12 ON 030 ROOF FELT ON 1/16" OSB. CMU WALL BELOW FRAME WALL MUST SET SHEATHING EAVE DRIP / SACK 1/2" SO THAT FACE OF SHEATHING ALIGNS WITH INSULATED GONG. FORM WALL BELOW. "`�' R-22 ICYNENE INSULATION \ \\ \\ \ � \\r\\r\\r �`�� ,- :�� , .� .: (NO VENTILATION REQUIRED) .'<,:•- 2'-0" Ix2 FASCIA (COMPOSITE) VAPOR BARRIER :_ __ 1 _411 µ 0.14. Ix8 FASCIA (COMPOSITE) MINIMUM 6 MILL _ .:: . $/8„ (OWE STORY) t ''M -c GYP. BD. " °" {,* Ew.XR. ROOF TRUSSQD m m 11_gl� <_;. METAL STRAPPING w EA. w 24" O.G. �? o COMPACTED FILL TRUSS BEARING POINT ARCHITECTURAL SHINGLES d, OD T}±^':f ON x"30 ROOF FELT ON 1/16 OSB. ao (2)2x6 TOP PLATE 1/2" SOFFIT (COMPOSITE) (Two STORY) - ttQX .`�, 2x4 LOOKOUTS R-2Z ICYNENE INSULATION ;, SIZE < TYPE BY ENGR STRUCTURAL SHEATHING 11 M (NO VENTILATION REQUIRED) `=' ' c� ti 1x6 FRIEZE BOARD METAL :tYPICAL 5EASING W EAVE DRIP 12 O.H. METAL STRAPPING EA. TRUSS BEARING POINT EE: " = I'-011 to SCA 3/4 . 3 SIZE 4 TYPE BY ENGR. W� 2x4 NAILER x w 5TAND Ix2 FASCIA (COMPOSITE)P. SEAM = �; ' ` METAL PT. 2x4L OR 2x6 1x6 FASCIA (COMPOSITE SAVE DRIP METAL ROOF PLATE w/ 1/H m — -- x 0'-1" ANCHOR i/2" PLYWOOD R-22 ICYNENE INSULATION MOLTS w 32" D.C. EXPOSED RAFTER TAILS (NO VENTILATION REQUIRED) Ix2 FASCIA (COMPOSITE) 4" GONG. SLAB W/ (2"x2"xl/8" WASHER) Ixs FASCIA (COMPOSITE) TR SCALE: 3/4" I'-0" bxbxl0/10 W.WF. 8 10-1/2"xl-1/2" 5/8" GYP. BD. 2x2 BOARD. (COMPOSITE) 5/8" GYP. BD. RECESS tt -4 ° ,. - - 1/2" HALF ROUND (COMPOSITE) 1/2" SOFFIT (COMPOSITE) ol SLOPE 'i� \ _ (2)2x6 TOP PLATE 1x10 FRIEZE BD. (COMPOSITE) l2)2x6 TOP PLATE 717,= i- 2x4 LOOKOUTS 11 4" GONG. SLAB W/ ° : ` \ 1/2 EX JOINT y rt--_ • .J /�\/ ' Ix6 FRIEZE BOARD vxIo/Io4" CON(. SLAB /\\/\\ .° \\�\\ i/2" GYP. BOARD 11 _ _ WOOD SHAKE SIDINCx \� \ i/2 GYP. BOARD WOOD SHAKE SIDING El 11 11 _ °° ° • . ,��` ' . 0 // // ///j j \i�j TYvEK IvAPOR BARRIER - tYvEK VAPOR BARRIER - -- -- / / / / / _ \ \ \ \ \ \ \ 101 OVER I/2 STRUGT. SHEATHING OVER 1/211 STRUCT. SHEATHING e • _ •" ° \//\/ //\/ 2x6 STUDS ® 16" O.G. (SEE ENCS. FOR NAILING PATTERN) 2x6 STUDS ® 16" O.C. (SEE ENG. FOR NAILING PATTERN) VAPOR MINIMUM b MILER 11 1_ .1 Q 0 Y\\ \ \ \ 6 i 0 (2) «5 REBAR OR / �/\/\ (3) 05 REBAR CONT. \//\\//\\//\\ COMPACTED FILL (2) 05 REBAR CONT. ccQ VAPOR BAR ILL TYPICAL- STEPMINIMUM b MILL T I I G S.Y.P. 2x6 SOLE PLT S.Y.P. 2x6 SOLE PLT a, 0 COMPACTED FILL SCALE: 3/4" = 1'-0" a TURN / I'-6 3/4" FLOOR SYSTEM - 18" I'-6 3/4" FLOOR SYSTEM - 18"DOWN DOCnool OPEN WEBBED FLOOR TRUSSES OPEN WEBBED FLOOR TRUSSES (PER MANUFACTURER'S SPECS) R-19 INSULATION (PER MANUFACTURER'S SPEG'S) R-19 INSULATION UNDER 3/4" T4J PLYWOOD UNDER 3/4" T4J PLYWOOD d' SUBFLOOR (GLUED AND NAILED) SUBFLOOR (GLUED AND NAILED) °° SCALE: 3/4" = 1'-0" 4" CONC. SLAB W/ 6x6, 10x0 W.W.M. OVER 6 MIL. VAPOR WEEP SCREED - _ IS" ENGR FLOOR I BARRIER ON TRUSSES w 24" O.G. I COMPACTED TERMITE 1 to 18" ENGR.FLOOR CREATED FILL 03 REBAR _ Pt. 2x12 CONT. BAND BD. CONT, FINISHED SLAB � TRUSSES w 24" O.G. � TRUSSES w 24" O.G. -- — STUCCO WASH ° \\\\\ \\ \\ \\ \\ ` FIN. 9 I . 5/8" GYP. W. T4G GEIL. dl GRADE Ia° WOOD SHAKE SIDING �Q 1 a o/ PT Ix3 HORIZ. STRIPS PT. 2x8 PLATE UV 1 PT. 2x8 PLATE W/ 1 \\ \\ \\ III o/ PT. 1x2 VERT. STRIPS 1/2" DIA. x 6" A.B. q 1/2" DIA. x 6" A.B. °.j° ` y ° +� Ib OG. w 24" O.G.MAX. e I w 24" O.G.MAX. I FLASHING 4 COUNTER FLASHING < VAPOR BARRIER d vULKEM MEMBRANE ON 1/411 8" HORIZ. BOND I S" HORIZ. BOND i ° I. HARDIE BACKER BOARD o/ BEAM W/ (2)5 DONT. BEAM W/ (2)05 CONT. I MINIMUM 6 MILL �I I 3/4" PLYWOOD DECK i 14` COMPACTED FILL ° ° SLOPE ROOF Ill S" CMU STEMWALL W/ °la . ------ METAL 4 z EAVE DRIP I ALL CELLS GONC.FILLED (3) +5 REBAR CONT. - -ix4 TRIM (COMPOSITE) 2'-6" I - ENGINEER ROOF STRUCTURE 1 u- I 1x12 FASCIA (COMPOSITE) ; { p - Com. TYf=>. �, WALL Imo" G"�' �'4� I I/2" GYP. BOARD STUCCO FINISH - DIRECTLY °°I STUCCO FINISH - DIRECTLY U °I APPLIED (TYP) w/ CONTROL d I APPLIED CTYP) w/ CONTROL �' Ix2 ��' PT. 2 6 1x2 • C JOINTS PER PORTLAND I° JOINTS PER PORTLAND Q O BATTEN w 16" O.C. I S� — 1/2" PLYWOOD It °O BATTEN w 16" D.G. CEMENT ASSOC. RECOMMENDED I °. CEMENT ASSOC. RECOMMENDED SECTION 3/4" RIGID INSULATION `� CRIED t0 �� _I 3/4 RIGID INSULATION I SCALE: 3/4 1 -0 ON BATTENS "i 5'_�n 5� x 3 2 ON BATTENS la _ k 1 2x6 STUDS w ib" O.G. � 1 WOOD BRACKET I I POWDER COATED °I PT. 2x6 I `_ ALUMINUM RAILING a I, 4" CONC. SLAB W/ 4" CONC. SLAB W/ d 6x E 10x0 W.W.M. OVER 6 MIL. VAPOR 6x6, 10x0 W.W.M. A 5x5 ALUM. FLASHINGOVERI° BARRIER ON d COMPACTED TETE q ) I ENTIR 6 MIL. VAPOR FINISHED SLAB FLAT ROOF AT � ;;; BARRIER ON �✓ REBAR FINISHED SLAB CREATED FILL CON BAR I° VUEKEM MEMBRANE ON 1/4" w COMPACTED TERMITE CONI. HARD.IE BACKER BOARD o/ SCALE: 3/4" = 1'-0" TREATED FILL 3/4" PLYWOOD DECK (TYP.) 1�i 11 SLOPE DECK I" 4 _ STUCCO WASH 4 - STUCCO WASH \_ _ \�"\ p tl FIN.GRADE FLASHING \\/ --- <15G/C4 II 11 \/ /\ I° _ //\ P.T. Ix2 \ 91. / //�\/ j CHECKED BY: ENGR. LAM. \\ \\� I \\ \\/ i D w000 BEAM ° • VAPOR BARRIER \\ d <� A VAPOR BARRIER \\ a ;1 . MINIMUM 6 MILL i �^ `. ! MINIMUM 6 MILL I- �° ' SCALE: 1 ii_ SMOOTH SIDING COMPACTED FILL ° COMPACTED FILL /4 -I -O I'-6 3/4" OPEN WEBBED FLR TRUSSES ( ) A T• P.T. 2x12 JOISTS ON HANGERS l3) «5 REBAR CONT. 8 CMU STEMWALL W/ „ 3 "5 REBAR CON JOB NUMBER: (SPACING BY ENGINEER) (PER MANUF. SPECS) w 24" O.G. U.N. s CMU STEMWALL W/ 2'-6" 2 6 X4.03 T 4 G WD. CLC;. ALL CELLS CONC.FILLED ALL CELLS CONC.FILLED 5/8" GYP. BOARD TWO STORY WALLTWO STORY WA DWG No•. TYf='.__ 5A_LC:0NY DETAI AT GARAGE AT LANAI. SCALE: 3/4" = 1'-0" A 11 1 rc SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-011 OF WINDOW iNSTALLATiON (METHOD �� 1�i INTO OPNG. � �� WEATHER RESITIVE BARRIER (WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. 1 P w .� a WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. o � g g 9 � FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. FLAS�•IiNG APPLIED BEHIND THE MOUNTING FLANGE. i p � � 8 y SECTION A STEP$ i x STE1 THROUGH WINDOW JAMB (DIN WATER SHEDDING FASHION, SECTION A � 1y STAMMG AT THE BASE OF SFASHION, Q WATER 6 THE GTHE WALL 4 WOWING TSS THROUGH WINDOW JAMB , UlRB STARTING ATT THE BASE OF THE TOPINSTALL THE WRB j 450S THE WALL 1 WORKING TOWARDS �\ THE TOP,INSTALL THE WPM TO THE FACE OF THE a 11.31 $$16TO THE FACE OF THE SEALANT MAD4D SHEAtHiNGi. CUT SHEATHING. BEHIND MOUNTING11 flit ®APPLY SILL FLASHING FLANGE. ®APPLY SILL PLASHING 911 APPLY JAMB FLASHING APPLY DEAD OF SEALANT AT BACK OF WINDOW ®APPLY DEAD OF SEALANT i FLANGE 4 SET WINDOW USING SEAL 11-E WINDOW FRAME TO AROUND THE PERIMETER OF PAN HEAD SCREWS TO OPENING. APPLY A%"NOM. �I THE BACK SIDE(INTERIOR I i FACILITATE INSPECTION. DIA.TO THE BACKSIDE SURFACE)OF WINDOW (INTERIOR)OF THE WINDOW MOUNTING FLANGE. ®APPLY DEAD OF SEALANT AT FLANGE,M LIFE WITH ANY SIDE JAMES.EXTEND 8Xj" PRE-PUNCHIED HOLES OR SLOTS• IMMEDIATELY INSTALL WINDOW FLASHINBlErAlmG USING PAN HEAD SGQEWB TO Wffi l ®APPLY JAMB FLASHING ALANT�� FACILITATE INSPECTION. FLASHING I c0 m APPLYCO BEAD OF SEALANT ®JAMB FLASHING FLASHING AND MOUNTING ®APPLY DEAD OF SEALANT SEALANT DEAD BETWEEN AFTER INSTALLATION ( 0 H At HEAD APPLY CONT.SEAL TO THE MOUNTING FLANGE. ACROSS THE FACE OF MOUNTING FLANGE AND SEAL ALL CORERS OF I �' I O FLANGES AT THE TOP(HEAD)AND MOUNTING FLANGE AT HEAD FLASHING GO APPLY HEAD R ASHNG SIDES(JAMES)OF WIDOW EXTEND MEHMI CICALLY JOINED ( Ch 9 t. SEALANT AT JAMBS 81¢"ABOVE ® APPLY HEAD FLASHING ®APPL7 A�1(�"NOM.DIA FRAMES To SEAL FRAME ce i. ®REMOVE PREVIOUSLY APPLIED THE RA.AT HEAD.EMBED JAMB BEAD iOF SEALANT TO THE �' JUNCTURE. WM TAPE,ALLOWING WRS TO LAY FLASHING INTO SEALANT AND BACKSIDE(INTERIOR)OF THE O .d4 PLAT OVER HEAD FLASHING, FASTEN IN PLACE. (FLASHING} ®T � TO APPLIED MOUNTING AROUND �� TEMPORARILY TAPE UP TOP FLAP INSTALL VULKUM AT T'HRESHHOLD v o APPLY NEW SHEATHING TAPE GOER OVER�� T OVER ,, �,, THIS ENTIRE PERIMETER, REMOVE BOTTOM MODIFIED J PER MFG. INSTRUCTIONS. OVER DIAGONAL CUT- SEE AMY NEW SHEATHING TAPE MACE BEAD IN LIM WITH !URB FLAP CUT IN WRB INSTALL DOOR, SHIM DOOR TO LEVEL SECURE WRIS D1 DIAGONAL cul-SEE ANY SLLc S-�I D HOLES i"BE OND JA B Fl AaEXTENDS j PLUMB AND SQUARE DOOR TO OPNG. AT HEAD a w t a _ ®HEAD FLASHING B APPLY A CONT.SEAL ALONG EXTENDS V BEYOND SECURE WR ® JAMB FLASHING FLASHING S HEAD 0 MOUNTING GE AT THE S MOUN FLANGE EEI'SEOD 1e ®HEAD FLASHING ® BOTTOM OF HEAD FLASHING U!� AGAINST SEALANT(PLASHING EMBED BOTTOM OF THE GOES OVER SEALANT) =n HEAD FLASHING AGAINST EXTEND HEAD FLASHING a THE PREVIOUSLY APPLIED BEYOND EACH JAMB FLASHING.SEALANT r SEALANT OVER SEALANT). EXTEND vOES FASTEN IN PLACE. EMAD JAMS Ilq HCH I ru ® FASTEN IN PLACE I ®JAms FLASHING A ®JAMS FLASHING A EXTEND JAMB PLASHING EXTEND JAMS!FLASHING TO OVERLAP SILL A `+ • D 8 TO OVERLAP SILL FLASHINGEXTEND JAM FLASHIXTEND NG " (220MM ABOVE SROUGH ��n OPIMINIM AT AD.TUCK TOP OF9„i' APPLY TAM Air SEALANT URS CURB � JAMB FLASHING �,•� SEALANT TEMPORARILY HOLD ® ii F UNDER THE FLAP FLASHING IN PLACE APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10UNFOLD TOP FLAP AND COVER DIAGONAL OF WRIS AT THE UNTIL IUI@S IS APPLIED. ' '� 811'1' -'O�HD' OF DOOR TO DOOR FRAME TO WRB BEYOND DOOR ROUGH OPNG. CUT IN WRB WITH SHEATHING TAPE r HEAD.SEE DI `"'•" SILL FLASHING EXTENDING 81/2" ABOVE DOOR ROUGH . ® SHIM AND ADJUST WINDOW TO ACHIEVE S , OPNG.QJAIE PLUMIS,AND LEVEL CONDITION. USE CORROSION SHIM AND ADJUST WINDOW TO ACHIEVE SQtUARE, S RESISTANT FASTENERS. FASTEN WINDOWS PER PLUMB,AND LEVEL CONDITION. USE CORROSIONCQ 0� RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOWl`TANUFACTURER FASTENER SPECIFICATIONS.WINDOW MANUFACTURER SPECIFICATIONS. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLco ED SMOOTH AND FLAT WITH A J-ROLLER. 0 i 135 ( 13 . �CUT ^ SCALE: NTS CUT OWEAtHER RESSNEXTERIOR DOORFLAJHtN� E V BARRIERt IWRB) •-+ 91 BARRIER REE AN AT A 48 DEGREE ANGLE,CAREFULLY CIT THE 'd H At A 48 DEGREE ANGLE,CAE GENTLY AISCUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE v f BARRIER ON A DI.4GONAI. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP ~ H OP OF BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR � .a W 5�R6 TO THE EXTERIOR CE ABOVE. WRO SURFA;R ABOVE. n INTERIOR viEUJ INTERIOR vIEUJ INSTALLING TYVE<® STUCCO WR�4� STUCCO FINISH TOP LEFT CORNER OF WINDOW TOP LEFT CORNER OF WINDOW a INTEGRALLY BONDED � Oil YRTIC�(L WALLS, I:3Ofi�. iNS�'>�LL>�TION TO MASONRY SUBSTRATE C p '' I ' I I JOINT w/ CONTROL Off' IC:F OF DOORS OR W iNEDOWS a JOINTS F'ER f- PORTLAND CEMENT ASSOC. RECOMMENDED O -- WINDOW INSTALLATION ( ETHOD A - 1 ) WIN O — a 8„ CMUWALL � UJ iNSTU�L L��' i O1�1 C1'N'fi�T�01� � 1 � �,� a WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. VE T WEATHER RESITiBARRIER IWRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE, FLASHING APPLIED BEHIND THE MOUNTING FLANGE, n STEPS ° SECTION A SECTION A STEL'$ QIN WATER SHEDDING FASHION, THROUGH WINDOW JAMB STARTING AT THE BASE of WEEP SCREED (DIN WATER SHEDDING FASHION, ' . � Q p THE W NCs AT THE BABE W THE TOP,' LIQ ! THROUGH WINDOW JAMB o Q THE WALL 1 WORKING TOWARDS TO THE FACE OF THE TALL THE WRB THE TOP,METOL THE WRB DE SEALANT MOUNTING SHEATHING. 1 � TO 1T•E FACE OF THE SHEATHING FLANGE. a ®APPLY SILL FLASHING ®APPLY SILL PLASHING 4 a v I / A APPLY JAMB iR.ASHNG ( AT BACK OF WINDOW APPLY DEAD OF SEALANT APPLY DEAD OF SEALANT STUCCO FLANGE 1 SET WINDOWUSING REAL THE WINDOW FRAME r0 AROUND THE PERIMETER OF � PAN HEAD SCREWS TO OPENING. APPLY A%*NOM. THE BACK SIDE(INTERIOR a n O FACILITATE INSPECTION. DIA TO THE BACKSIDE SURFACE)OF WIDOW I (NTEMOR)OF THE WINDOW MOUNTING FLANGE. TERMINATION ®APPLY MAE>OF 1114 ANY SIDE JAMBS.EXTEND SJJI Ar PRE-Pt NCHED KA43E,IN LINE WHOLES OR SLOTS. IM•EDIATELY INSTALL WINDOW I ( � 5ASE. a- FLASHING ups 1-24 ®APPLY JAMB FLASHING ALANt BEAD BETWEEN F�LIATE HEAD CTI�ION. TO FLASHING , �i SCALE: N.T.S. APPLY DEAD of SEALANT ®JAMB FLASHING FLASHING AND MOUNTING ®APPLY BEAD OF SEALANT SEALANT BEAD BETWEEN AFTER INSTALLATION At HEAD APPLY CONT.SEAL TO THE MOUNTING FLANGE. ACROSS THE FACE OF ,p FLANGES AT THE TOP(HEAD)AND MOUNTING FLANGE AT HEAD MOUNTING FLANGE AND SEAL ALL CORERS OF ® 11 ®APPLY HEAD FLASHING SIDES(JAMBS)OF WNDOW EXTEND ® FLASHING. MECHANICALLY JOKED SEALANT AT JAMBS S 1S"ABOVE 0 APPLY HEAD FLASHING ®APPLY A "NOM.DIA, BEAM JUNCTURE. TSEAL FRAME Q Q ®REMOVE PREVIOUSLY APPLIED THE RD.At HEAD.EMBED JAMB BEAD CF SEALANT t0 HEI TAPE,ALLOWING WRB TO LAY FLASHING INTO SEALANT AND PREVIOUSLY APPLIED BACKSIDE(INTERIOR)OF THE Ili/ FASTEN IN PLACE. (FLASHING MOUNTING FLANGE AROUND FLAT OVER HEAD FLASHING TA U APPLY NEW SHEATHING TAPE GOES OVER SEALANT). PLAT OVER HEAD FLASHING. THE ETN'tINE PERIMETER, OVER DIAGONAL CUT- SEE APPLY NEW SHEATHING TAPE PLACE BEAD IN LINE WITH DIAGRAM. SECURE UAQB OR SLOTS FLASHING AT HEAD EXPENDS OVER DIAGONAL CIT-SEE '�PRE-PUNCHED HOLES Z3 f- -1 I"BEYOND JAMB FLASHING. AT HEAD DIAGRAM. " •. ' U "� a ®HEAD FLASHING : :: .— FLASHING AT HEAD ••• n EXTENDS I BEYOND SECURE WRB O APPLY A CONT.SEAL ALONG .... : u " MOUNTNG FLANGE AT THE (D® JAMB FL FLASHING. • HEAD HEAD. ASHING GOES OVER MOUS EMBED ®HEAD FLASHING ® BOTTOM OOTT OFI FLASHING AGAINST SEALANT(FLASHING +, EMBED BOTTOM OF THE GOES OVER SEALANT). I' I" HE SAD FLASHING AGAINST EXTENDHEAD FLASHING i. Unwrap roll at corner, leaving 611-12" overlap. THE PREVIOUSLY APPLIED BEYOND EACH JAM FLASHING. NOTE: Apply wrap with grooved surface pattern in VERTICAL T'(PLASHING GOES FASTEN IN PLACE, position for proper drainage. SEALANT SEALANT OVER SEALANT). EXTEND HEAD FLASHING BEYOND 1 2. Roll should be plumb.Bottom roll edge should extend over sill plate interface. EACH JAM FLASHING % SHINGI-9 Stucco Wa re over back ed a of w screed for proper water drainage. ® FASTEN M PLACE. For maximum air leakage reduction,seal wrap wicaulk or tapto g weep screed. Don't block weep holes. J'�' 3. Secure Tyveke every 12"-18" on vertical stud line. With wood, insulated sheathing board JAMB FLASHING or exterior gypsum board, use large head or plastic washer head nails, as a best ®JAMB FLASHING A TEo XTEOVERND 81 QIN+ A INTERIOR YIELD practice.Wide staples with 1.0 inch minimum crown can also be used.11hon attaching to masonry, use adhesives with polyurethane, elastomeric or latex base. EXTEND JAMB FLASHING EXTENDFL FLASHING• EXTEND TOP LEFT CORNER OF WINDOW to OVERLAP SILL INTERIOR VIEW JAMB ASHING all° 4. Unroll directly over windows and doors.Upper roll overlaps bottom roll by OU (22011")ABOVE RGH n b" horizonta l tyy. JAMB FLASHING " TOP LEFT CORNER OF WINDOW OPENING AT HEAD. 9 ABOVE ROUGFI APPLY TAPE AT SEALANT DRAM BY: OPENING AT HEAD. ��r 5. COVER interface of upper and lower top plates with Tyvek a As a best practice, <5G/DH TUCK TOP OF 9 Co" To TAPE all horizontal seams at band ,Joists,headers and roll overlaps with 2" or 3" IJAMSJFLASHING T�FLAP SEALANT TEMPORARILY HOLD FLASHING IN PLACE ® DuPont Contractor tape.Tape any accidental tears or damage. — OF VM AT THE UNTIL WOR!IS APPLIED. SILL FLASHING CHECKED BY: HEAD.SEE DI '"`^•` BILL FLASHING © �� '° •�: BRIM AND ADJUST WINDOW TO ACHIEVE 6lAUAlE, b. Make a modified "I" CUT to tyvek®. SHIM AND ADJUST WINDOW TO ACHIEVE SWUARE, PLUMB,AND LEVEL CONDITION. USE CORROSION -1. FOLD flaps inside around window or door openings.Fasten every 6". 4/11013 PLUMB,AND LEVEL CONDITION. USE CORROSION ® RESISTANT FASTENERS. FASTEN WINDOWS PER Trim excess TyvekO. ® RESISTANT PASTE ERS. FASTEN WINDOWS PER � WINDOW MANUFACTURER FASTENER SPECIFICATIONS. NOTE: Apply wrap with grooved surface pattern in VERTICAL WINDOW MANUFACTURER SPECIFICATIONS. position for proper drainage. SCALE= 1/4 11_1(_011 1 13 8. Tack up bottom sill flashing, overlapping rough sill by 4"-5". As a best practice, a„ �WEAtHER RESISTANT 9 � u 1DUUEATHER FZESISTANT make two vertical corner cuts in the flashing. FOLD flashing over rough sill. JOB NUMBER: LRg BARRIER c�gi� 4403 s' BARRIER CWRB) AT A 4S DEGREE ANGLE,CAREFULLY CUT'THE Z. Tack up side flashings, OVERLAPPING bottom sill flashing. Gut two 45' angles AT A 413 DEGREE ANGLE,CAREFULLY CUT THE BARRIER ON A DIAGONAL, GENTLY RAISE THE in T vek®from each top window corner. Then, install window or door according BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE to manufacturer mstructtone. D: TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERt> AND CENTER TO THE EXTERIOR TOP CORNERS AND CENTER TO THE EXTERIOR UAiB SURFACE • WIM SURFACE 10. Install head flashing UNDER top flap of Tyvek®, OVER window flange.Extend NOTE= NOTE: flashing out OVER side flashings by 3"-41. Fold top flap of Tyvek OVER head DWG NO: NO WRB,REQUIRED *CM.U.EXTERIOR NO WRU?s.REQUIRED •CMIL EXTERIOR flashing.TAPE both diagonal cuts. - - A 1 2 1 � 4 T� I f I { V, t' rt ' t R.,„ � DRIP EDGE FLASHING: � � �I ' F "•• PROVIDE DRIP EDGE AT EAVES AND GAE ROOFS. OVERLAP t0 BE A MINIMUM OF 3 DRIP EDGES SHALL EXTEND 1/2 INCH (13 n ,�,r,��'�� . �, , � . ' ; ' ♦ WEATHER RESISTANT BARRIER AND EXTEND BACK ON THE ROOF A MINIM � mm). DRIP EDGE AT EAVES SHALL BE PEI OVERLAPS THE 5x5 FLASHING WRB INSTALLED EITHER OVER OR UNDER THE l INSTALLED OVER THE UNDERLAY MENT TH CUT AND FOLD 5x5 FLASHING GYP. BDARD MINIMUM 4 INCH (102 mm)WIDTH OF ROOF C TO FORM KICK—OUT AS t0 SHED2x STUD WALL ——————————————————— ———————————————————, OVER THE DRIP EDGE FLANGE. DRIP M lei WATER AWAY FROM HOUSE i ON CENTER WHERE THE BASIC WIND SPE! lT'YP.) EXT. FINISH I MECHANICALLY FASTENED A MAXIMUM OF ' x • j S.Y.P. 2x SOLE PLT I 83012(4) IS 110 p�►m (111 km/h)OR GREATEP f . ♦ STRUCTURAL ! HEIGHT EXCEEDS 33 FEET (10 058 mm), OF SHEATHING SEE i I SEEy j CENTER. FASTENED A MAXIMUM OF {kIei I SUS—FLOOR I lt { � �f�k � e! WRB ♦ I I ENGR WOOD ' ' I� ♦ CLGJFLOOR i � A*�� ♦ �� SYSTEM. I 2 VALLEY FLASHING: ARCHITECTURAL "'•"" SHINGLES • j, I VALLEY LININGS { INSTALLED MANUFACTURER'S INSTALLATIONINS PER SPECTRUCTI . �� I j 54, FLASHING SHINGLES. VALLEY LININGS OF THE POLL �' w/KICK—OUT f'. HGT. PER SPEC. PERMITTED: J � 11 I 2 t0 SHED WATER --------------- MIN. 6" OVERLAP I 3 j I. FOR OPEN VALLEY (VALLEY LINING EXI '�— ♦ I j METAL, THE VALLEY LINING SHALL BE AT METAL DRIP EDGE \_ OF VAPOR j (406 mm) WIDE AND MADE OF ANY OF THE FASCIA GYP. BD. CLC. ;d BARRIER I CORROSION-RESISTANT METALS IN TABLE (TYP.) EXT. FINISH FLORIDA BUILDING CODE (2004). fi i,l I 6 2x BEARING PLATE 2. FOR OPEN VALLEYS, VALLEY LINING Ol '` W/ ANCHOR BOLTS 4 i ILL ROOFING, COMPLYING WITH ASTM D MASONARY WALL I SHALL BE PERMITTED. THE BOTTOM LAY 2' I AND THE TOP LAYER A MINIMUM OP GYP. BOARD l36) II 3. FOR CLOSED VALLEYS (A VALLEY CO 1211 I I I VALLEY LINING OF ONE PLY SMOOTH ROL EXTERIOR FINISH PER PLAN— I I WITH ASTM D 6380 GLASS S AND AT LEA: FLASHING TIQAN51TION FROM I WIDE, OR VALLEY LINING AS DESCRIBED ABOVE SHALL BE PERMITTED. SP'EGIALI GABLE END TRUSS 3 I COMPLYING WITH ASTM D 19'10 MAY BE US MASONRY WA I O i� LINING MATERIAL. J••. II 2 j ( 3 ) RIDGE FLASHING: ' << , ST I O w 3'' WA L� I i THE UNDERLAY METit SHALL BE INSTALLEC SCALE: N.T.S. I ------------——— FASHION. THE LAST LAYER APPLIED At i FOLDED OVER THE RIDGE AND MECHANIC 36)O.G.MAXIMUM TO THE OPPOSING SIDE i REPEAT THE PROCEDURE FOR THE OPPOf k ! ROOF. WHEN COMPLETED, THEM WILL BE UNDERI—AYMENT OVERLAPPING THE RIDGE HIP FLASHING: ,I GADLE HIP RETURN FLASHING SCALE: NITS �- J I � I ! THE UNDERLAY'A'tENT SHALL BE INSTALLEL FASHION. At THE NIP LINE,FOLD THE UN[ THE HIP AND MECHANICALLY FASTEN, AT MAXIMUM TO THE OPPOSING SIDE OF THE g j PROCEDURE FOR THE OPPOSING SIDE OF t I COMPLETED, THERE WILL BE TWO LAYERS 7 I' I s �-- --------------- -------- --- — — OVERLAPPING THE HIP. §1 t if 1 ' O 5 CRICKETS AND SADDLES FLASHING: ¢" (TYPICAL) A CRICKET OR SADDLE SHALL BE INSTAL EXTERIOR FINISH SIDE OF ANY CHIMNEY GREATER tHAN (3Q Ge�; 0 WIDE. CRICKET OR SADDLE COVERINGS SI METAL OR OF THE SAME MATERIAL AS THE i THE RIDGE AND VALLEY FLASHING OF CR'. METAL COUNTER TYPICAL EXTERIOR FINISH FLASHING SHALL BE tHE SAME AS THE RIDGE AND 1 �,;. C „ I ON THE MAIN ROOF. ; II a{ ,� Ij I OVER CHANNEL FLASHING + METAL FLASHING t { UNDER BUILDING PAPER INSTALLED ON TOP BUILDING LATH r. 6 J BASE AND COUNTERFLASHING: ! I OF DECK FELT PRIOR TO li 'I FLOOR FINISH CONT. Pt Ix4 ACCORDANCE WITH THE MANUFACTURER'S BASE AND COUNTER FLASHING SHALL BE I/4" HARDIE INSTRUCTIONS, OR A CONTINUOUS METAL M SHINGLE ROOF CEMENT AND SET FLUSH t0 THE BASE Or— BACKER BOARD INCH "L" FLASHING SHALL BE SET IN AP" THE UNDERLAYMENT. BOTH HORIZONTAL FLANGES SHALL BE FASTENED 6 INCHES ( DECK FINISH D FASTENERS. ALL LAPS g ; 4 INCHES (102 mm),FULLY SEALED IN AP" la �t THE ROOF TO ENSURE WATER-SHEDING GA CEMENT. FLASHING SHALL START At THE 8�� WIDE CONT.ROLL FLASHING NAILED METAL LAPS. THE ENTIRE EDGE OF THE I SHALL BE SEALED, COVERING ALL NAIL F TO SIDE OF Ix4 4 APPROVED FLASHING CEMENT AND MEMS ROOF SHEATHING INSTALLED SHALL OVERLAP THE HORIZONTAL FLANGI APPROVED FLASHING CEMENT. It PRIOR TO ROOF j FELT 4 SHINGLES BASE FLASHING SHALL BE OF EITHER COP METAL PROVIDED IN SEC ION 89052.8.1 O ip � g ROLL ROOFING, WEIGHING A MINIMUM OF (7' '' Ir SQUARE FEET (3.16 kg/M2). COUNTERFLASI 'I � " CORROSION- RESISTANT METAL WITH A MIh METAL DRIP EDGE Z" PLASHING 5 x 5 GALVANIZED FLASHING PROVIDED IN TABLE 903.1 IN THE FLORID k I IE GUAE GALVANIZED TSAGE GALVANIZED TAGE GALVANIZED 5N (2004).coNr SCFLASHING N . .OO r0U SCALE: 3" I -0" i I (ROOF SLOPE PARALLEL TO WALL) 00 w/ K EYEC) L.4SHING DETAILS i� ill 3111(? " s 1 J If a r " ' ";_ �( r{E SEE I ELEV EXTERIOR WALL SHEATHING 4 [ � I r i (WRB)WEATHER RESISTANT BARRIER TYPICAL EXTERIOR FINISH KICK-OUT I FACE OF SHEATHING ARCHITECTURAL SHINGLES 5x5 FLASHING w/KICK-OUT PER SPEC. t0 SHED WATER AWAY FROM HOUSE G.I. "Z" BAR FLASHING SHINGLE ROOF 210 (WRB)OVERLAPS THE 5x5 FLASHING i INSTALLED PRIOR TO R. HGT.PER SPEC. � 4 UNDER PAPER BACK METAL VALLEY ROOF SHEATHING METAL LATH FLASHING { I I I4110 f I° CONT. PT 1x4 FASCIA I METAL FLASHING INSTALLED ON TOP HOLD BACK FASCIA OF ROOF FELT 4 AND DRIP EDGE 2" 9 t PRIOR t0 SHINGLES FROM FACE OF WALL METAL DRIP EDGE ArICE 4 OUTSIDE FACE OF SHINGLE ROOF alp X31 ( EXTERIOR WALL WATER SHIELD STRIP FLASHING o 4 H i EXTERIOR FINISH N PER PLAN FASCIA II is ` � x TSIDE FACE OF Elu XTERIOR WAL —III ROOFTO 1�,� FLASHING VALLEY-- FLASHING I di pix, �� (ROOF SLOPE MEETS WALL) SCALE: 3" I'-0" ; zn r. I — SCALE: 3" • I'-0" { 9 ,I pI'�, f , f I K KICK-OUT SCALE:SCALE: NTS � g 8 ELECTRICAL LEGEND: 110V DUPLEX RCPT_ TWO WAY SWITCH 0 g • 3�1 g' IN 110v I SIDE= SWITCHED +3THREE WAY SWITCH r� �� 1 120v OUTLET g 4 FOUR WAY SWITCH ; a �� ` �� g• p SWITCH w/ DIMMER 38 NUMBER iNDIG. HGt. A.F.F. SWITCH IN DOOR JAM �C RECESSED,HOOKED CLOCK OUTLET CEILING MT'D LIGHT 9CsDO GARAGE DOOR OPENER WALL MT'D LIGHT WEATHER PROOF OUTLET m WP RECESSED LIGHT � m 110v OUTLET ON GROUND FAULT CIRCUIT cI co o ~ GFI pRECSSED EYEBALL , w 110v-ARG FAULT CIRCUIT INTERRUPTER �Me ^ n AF. OMP RECESSED MOISTURE PROOF LIGHT c 1 I 110 FLOOR OUTLET ® ) WALL SCONCE TELEPHONE FLOOR OUTLET ~ v TELEPHONE OUTLET FLOOD LIGHT a G4 __LL—___ TM MODEM LINE EXHAUST FAN-LIGHT A 11 EXHAUST FAN ------- I I Y CABLE V OUTLET POOL _ (5 CEILING FAN PREWIRE SMOKE DETECTOR _0 o" I I PANEL POOL i� -- I I —_�______ _= IS INTERCOM STATION POP. i —� I I TRACK LIGHTING PO ' _ `�� I I I I IP INTERCOM PANEL ® Wp JJ►`�P . �{ ® SPEAKER II Q=Ifi=====_ © VOLUME LEVEL CONTROL CEILING FAN � � ' © JUNCTION Box G / I fff� ; �Tlil 1 11 I I it LIGHT CEILING FAN �I -_ I III I I I �_ ______ PUSH - a � � I J ll i I BUILDER F"ovlpe I I �=I 0 BUTTON T 1 \ f I POWER TO FOOL �jl I I 9UILDER FROVIDE ij - -_- �j=� _ © THERMOSTAT TUBE LIGHT �� i� / I I FI Mo Pool X, L 1 I 6_ 1 0" ALARM KEYPAD ►� 1 1 1 j I I =____ -=m �(4 SECURITY CAMERA i I I ----------------------------- __ - 24 x 48 FLUORESCENT co I I ,� �� j 1 11 0000 CHIMES BOX FIXTURE C p ® I -- _ i-- --------------------- --- ceo —— q GENERATOR0 CA \ __ __ O --- I I FF r------------- ` �.0 v NOTE : 1) ,ALL OUTLETS IN 5EDROOM TO co I I 2) ALL EXTERIOR OUTLETS TO GRILL \`� I <I<ri� \\ I // / �� 1 8 . I I 5E Ii F.I.II w/WOOD O `\ L------------� >�,\ , 3 , \, ----_ __ -- / 3> ALL ELECTRICAL WIRING TO 5E ,- _ / ICE 1I I WP \ — —" ��J/ IN ACCORDANCE WITH ARTICLE SO OF NFfZA 10A L-------------- ELECTRICAL INSTALLATION TO MEET 4� -- _ THE REQUIREMENTS OF THE 200 NEC. \ 11 \ $ . I \ \ T I ' CFI. OF i r----r- Mi CAT AC-3 3 I I I �37 �` 1 � I I II I i \ - /1 I I I 1/ / L----� II � I I I \ .., __ ..- / T� GAR�LsE I Y I '4----!!! LAMPS - -u-��-I-' \ i `J, / I 2'T� C�A�D I \ I I i I I �— ,'I I TO SCOUN I \�---x`.,I / I SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS 11 I I LE FLOC - I ELECTRICAL PLAN / 1 11 I i PlLU� Y �t,t�R6 I I I i T�g i I I I O SWITCH �\� \\ THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, LL I I II I _-__�� \�\� i ; I SWITCH LOCATIONS, AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY ` 14L I I ! I i I BE INACCURATE DUE= TO FRAMING OR MECHANICAL CONFLICTS, SITE ` I CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS // II© I �` � ----- I 1 III I ! I i I % THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT vJ 0 =3 FT----- ---7r——T— „„, 1136{ Lt— D I L _� � 4 ��_ I / / MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE O . 11 — ! 1 SAN PREDETERMINED LOCATIONS OF RE=CEPTACLES BY THE ELECTRICIANS, IN v I I i V i� I I \ WASH / j ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT ( ` U II j� J l I \ I \�` '� I I i /DRY / / I / FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS `v 11 I -1 t \ I -___-- I I i� ST , ( t0 THE PREFERRED LOCATIONS i FLAT SCREEN Tv. // } I i I l \ I --T-----7 36�i it It I-- ELEv. EL =====a I I I--J LL------sL--1— uimz I III I ° I i ! I I `�T�l j \� K--� i II \ I , �-_T - ------ --- --3 ---- -J / AHU-I �------- Irt- �- / I WA4 �/ I i i DRAWN EBY: IC50/C>H I I _ L-----------------------� CHECKED 13Y: -- DATE: 4/11/09 I WALE: I4¢II=11-011 6 T Fm L 0 0 f R JOB NUMMR; 4403 -- REVISED: E LECTfRI CAL f= L A N DWG NO: 414 16 OF Z .8 'LECTRIC4L LEGEND: a • E01- IlOv DUPLEX RCPT_ � TWO WAY SWITCH � ail. g is 8 Il 1 SIDE SWITCHED 3 THREE WAY SWITCH All +4 FOUR WAY SWITCH It :Z 220v OUTLET a �5� � 81� �p SWITCH w/ DIMMER NUMBER INDIG. HGT. AFF. 38 SWITCH IN DOOR JAM �C RECESSED,HOOKED CLOCK OUTLET CEILING MT'D LIGHT two GARAGE DOOR OPENER WALL MT'D LIGHT (m WEATHER PROOF OUTLET m RECESSED LIGHT c*1 w �GFI 110v OUTLET ON GROUND FAULT CIRCUIT I co o RECESSED EYEBALL co 110v-ARC FAULT CIRCUIT INTERRUPTER C ?AP. -LrJMP RECESSED MOISTURE PROOF LIGHT c 6 / 110 FLOOR OUTLET WALL SCONCE L--J TELEPHONE FLOOR OUTLET �7 C .. rT ---71F----un „ \ I IIII FLOOD LIGHT o II -- // III A� IIII v I i l ♦ TELEPHONE OUTLET II I ♦M MODEM LINE I I i I I I EXHAUST FAN-LIGHT F_ JJI� Q CABLE TV OUTLET EXHAUST FAN CEILING FAN PREWIRE SMOKE DETECTOR PANEL --� -----1--- / II ---1 U r-_- �' INTERCOM STATION TRACK LIGHTING INTERCOM PANEL S SPEAKER \\ O VOLUME LEVEL CONTROL \` CEILING FAN ------------------------------ ---------------------------- JUNCTION BOX -- --- ------------------------ � --- ------------� CEILING FAN-LIGHT O PUSH BUTTON I-T T-r------ -1 THERMOSTAT ® / I 1 to BWIrCH TUBE L IGHT 1 I / e !_ow I L I O— ALARM KEYPAD i 11 i I T�4 SECURITY CAMERA j / r _ �J- I I 24 x 48 FLUORESCENT co / L r= , -I L I 0000 CHIMES 80X FIXTURE 0 cla I 1 0 I WP I 1 1 ! I o b o 0 NOTE . 1) ALLOUTLETS IN 5EDROO I TO� I I I I I L I- I 5E 11A F.I.I1.MP t7--7--71�' 3 ��-- - ----- I - f 2) ALL EXTERIOR OUTLETS TO .� 11 1 `� i t-----1 {---'— �— `"ux T 3) ALL ELECTRICAL. WIRING TO 5E � / \�\ / L=ATE FLom- I!c IN ACCORDANCE UJfT�-I ,4fi�TICL. SO / F'LUCs HY Oul te8 ____ I d_C_ _ -1� _L C /� /� /� SPEGFICAtIONB L —— r—, 1 ———————�� _� OF NF f=,4 10A I III I 1 \I A i TarowT� _^ = - - �\ `\\� III lll 1 I ffia� -al l i 11 \ ------- 1 \ I i z 1 r-- - -- 4) ELECTRICAL. INSTALLATION TO MEET - III t tcFl THE REQUIREMENTS OF THE 2005 NEC. \ TO BWItG'#i� / - -- ffi -�I 11 I� 1 i OaELOW I ! I I I I i l u u' % ` �i I I I I D I I IH --- �' JI IL _J 3 _ 5UILDER PROVIDE FRONT DOOR CAMERA �� I -"-----UASKO" \ I -_-_11--_-11--_-_ I �� I / 3=_____ -as==a -a_=__ II ® 11 0 W/D COMO \ L_____� I C__=II=__-1t___� I ______________________ ------- T 32" ----- ------ LL -i I, I / fi(- I r i ----- 1� 1 I1 WINE II EVAT 1L I� LI Jll I I --iii fir/ IrT�ii}-- 1 MW. I I \ I�_ �l 111 -1 r I \ I II I� I !I 11 I I II I V I 1 © iI _ I I II I L I \ j -t�U1�1 I DW II ( \ � Jll �� -I� r�- �_- � //� I I I I -y- --� 11L I/ Cpl J1J 1 I� CE �\ r---, ��/ TI U >' lo, r_-, \` 3 ��;`\I___��vii I SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS - II ELECTRICAL PLAN ^ ---� 3 3 \ /3 THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, ——_ RANGE _ 3 3 I I \ -- , ! 1 1 I I SWITCH LOCATIONS, AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY -------- ——————I ——— I � BE INACCURATE DUE TO FRAMING OR MECHANICAL CONFLICTS, SITE I I I I1 LCONDITIONS, AND/OR BUILDING CODE REQUIREMENTS I---------- ii ---------I-- I I CFI _1 1 r a CFI THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT ----------- MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE ® -------------- PREDETERMINED LOCATIONS OF RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS r4m 15y- CHECKED BY: E N Fm L 0 0 fR °ATEt 4/17/09 EL ECTRI CAL f= LAN SCALE= 144 JOB Numeep: 4403 REVIGEl °; DWG NO: r:) lie ELECTRICAL LEGEND: 3� Q� 110V DUPLEX RCPT_ TWO WAY SWITCH Z THREE WAY SWITCH T ' A ll tl0v 1 SIDE SWITCHED 220v OUTLETa FOUR WAY SWITCH g fill I,, SWITCH w/ DIMMER NUMBER INDIG. 4-fC�st. AFF. 38 ��■�� SWITCH IN DOOR JAM G RECESSED,HOOKED CLOCK OUTLET CEILING MT'D LIGHT r------------------------------7 Two WALL DOOR OPENER j i WALL MT'D LIGHT F i WEATHER PROOF OUTLET ' RECESSED LIGHT C-2 m i T) 110v OUTLET ON GROUND FAULT CIRCUIT �I OD o GFI RECESSED EYEBALL � R ad 1 110v-ARC FAULT CIRCUIT INTERRUPTER ^ k AF. ,MP RECESSED MOISTURE PROOF LIGHT c I I i 110 FLOOR OUTLET ® WALL SCONCE I i I � TELEPHONE FLOOR OUTLET I I FLOOD LIGHT 0 F v TELEPHONE OUTLET p MODEM LINE -t EXHAUST FAN-LIGHT I I I I I � GABLE TV OUTLET EXHAUST FAN 1 j SMOKE DETECTOR ® CEILING FAN PREWIRE j j IS INTERCOM STATION ® PANEL B IV S7 i TRACK LIGHTING IP INTERCOM PANEL SPEAKER F- ----------------------------r-------------� © VOLUME LEVEL CONTROL CEILING FAN I i I I I I 1 © JUNCTION BOX G CEILING FAN-LIGHT I i I I I —————— 1 0 PUSH BUTTON i O THERMOSTAT TUBE LIGHT / ----------------- ------------------------- Os'.'- ALARM KEYPAD ------------------------------------------- I r I � 3 I _ I =14 SECURITY CAMERA 24 x 48 FLUORESCENT WI' 0000 CHIMES BOX FIXTURE oc �_ _� __��- '- ------- -- NOT 1) ALL OUTLETS IN 5EDROO1"i TO b .� h 1 31 , II it 0 44i --------- 5 F.I. . 2) ALL EXTERIOR OUTLETS TO I I I L� JJI \I� i 7.. E IIVF .I.II. a� 10LIT ; - i i '` i I ===i 3) ALL ELECTRICAL WIRING TO 5E � X11111,11, IN ACCORDANCE WITH ARTICLE SO OF NFFA 710A 4) LGT ?IC�4L INSTALLATION TO MEETT IE RE QUlfi�E LENTS OF THE 2005 NEC. i i t W/H 3 3 �� 1 ALJ_, TO ATTIC 11 �--- I I —_—� I I "'3 LIGHT el I 11 I-1---�TI� I IDiQ1' III I I / I «Ti/ ILL----I I-----Li I I J I I AHU-3NOTEI i 1 38" 38" ----- SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS 1 1 i I g 1__ 1 -- -- 1 , _ ELECTRICAL PLAN THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, z SWITCH LOCATIONS, AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY I 3 ___1___ i I BE INACCURATE DUE TO FRAMING OR MECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS �� • �\ t 1 --- ------ 3 _—J THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT I u-- MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE I 1 PREDETERMINED LOCATIONS OF RECEPTACLES BY THE ELECTRICIANS, IN I \ I i 1 ----- ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS V z EVAT ; TO THE PREFERRED LOCATIONS HJ (I CD cj I i I �� \\ ---------- -- -- 1 1 ° NIP I I .._^ .l =3 I I I � I 1I L------------------------------------------------- --� r----------------------------1---------------� I I I IL --------------------I (DFIL" SY:T Lm) L CHECKED iBY: DATE: 4/11/09 L E T I f= L A N SCALEs '44 J°B NUMBEQ: 4403 REVISED: DWG NO: Al (o 1 (o ALL TRUSS PLATES ARE ALPINE PLATES ALL TRUSS PLATES ARE ALPINE PLATES X1;1 ti A1999-3 APPROVAL # 1999-3 ,5 k UAL # In Ln Ln Ln Ln In � I9 ' F1 ALL BEAMS ARE GEORGIA-PACIFIC GP LAM LVL � ALL BEAMS ARE GEORGIA-PACIFIC GP LAM LVL �r ; CJ57 it APPROVAL FL2023.1 cJ57 # HANGERS ON JOB ARE AS FOLLOWS # APPROVAL FL2023.1 CJ56 CJ56 UNLESS NOTED OTHERWISE Lou PontiSo BM-1 2-1.75" X 18" LVL 16' HANGERS ON JOB ARE AS FOLLOWS - Associates, I. BM-2 3-1.75" X 18" LVL 16' UNLESS NOTED OTHERWISE CJ55 CJ55 BM $ 2 1.75" X 18" LVL 14' APPLICATION PART # APPROVAL # 420 Osceola Ave BM-3 2-1.75" X 18" LVL 4' C44 BM-9 4-1.75"��X 18" LVL 16' p , x. Beac08Florida' APPLICATION PART # APPROVAL # BM-10 2-1.75 X 18 LVL 10 1-PLY TRUSS HUS26 FL47C92 BM-4 2-1.75" X 18" LVL 13' BM-11 3-1.75" X 18" LVL 25' L:CA#8344 SC:C/ F2 BM-5 2-1.75" X 18" LVL 13' FLOOR TRUSS THA422 FL474.413 " „ , 1-PLY TRUSS - HUS26 FL474.192 BM-12 3-1.75" X 18" LVL 15'• 2-PLY BEAM HGUS414 FL474.140 ° " USWII'HYOUR BM-6 2-1.75 X 18 LVL 17 C43 BM-13 3-1.75" X 18" LVL 33 OMMEWSOLP-A BM-7 2-1.75" X 18" LVL 12' FLOOR TRUSS THA422 FL474.413 3-PLY BEAM HGUS5.514 FL474.140 BM-14 2-1.75" X 18" LVL 10' 4-PLY BEAM HGUS7.2514 FL474.140 LU 15 A PONS` C42 4-PLY cis J• a - t FJ'.i i }, 4. I. NOTCH ROOF BEAM gM-8 I I UNDER ROOF PLANE F MINIUM DEPTH 10" 5 C14 0 VALID ONLY W F3 w m (N CN m m SIGNATURES IN BI U AND RAISED SE m A26 E49CH f ROWUS S rn m LK E48 BM-1 F4 A25 M U- L r FIE F4 N M o ILO O Li rn CONTRACTOR SHALL COKq N \ PONTIGO 8 ASSOCIATES R \i MAKING ANY SMUCTURA MODIFICATIONS WHICH W F5 BM-2 CO FROM THE INTENT of THE I CONSTRUCTION DOCUMEN FELD ALTERNATIONS MADE BEING APPROVED BY LOU P O E47 ASSOCIATES MAY RESL F7 ADDITIONAL ENGINEE;* INSPECTION FEES. F6 F30 00 M M M A25 F5 EJ52 m E48 m m ao 00 1 �r Ln Lfl h "�cP U i LL. LL_ LL- U- L F39 CH U- 2: A26 CJ82 CJ8200 00 00 CJ81 � L LO W F6 m CJ81 w CJ58 0 m m 168 CJ82 CJ59 w 58 CJ m L A24 w O 2: F8 as CJ81 L� d 167 _ '�' CJ80 IDL a, ao � CJ59 CJ59 I yti4,>9 � ,�U') HGU5.5-SDS L0 hD` rn 00 ao 0 yv FIRST FLOOR TRUSS PLACEMENT PLAN. U K73 H65 2-PLY o �`� 0 0 U � SR z SCALE: N.T.S. CJ82 '� H63 H6 T N. L SECOND FLOOR TRUSS PLACEMEN PLA J EJ76 H61 SCALE: N.T.S. r�r > L-7J69 3-PLY H60 N • CJ82 � o H59 M W H61 00 H62 U H63 H64 2-PLY CJ80 CJ80 w CJ81 CJ81 SFM INDD CJ82 CJ82 ROOF TRUSS PLACEMENT PLAN S0.0 TRUSS PLACEMENT 51.0 FOUNDATION PLAN SCALE: N.T.S. St 1 1st & 2nd FLOOR i AND SHEAR PLANS DO tb 00 170 yc% S1.2 3rd FLOOR FRAMINI 00 00 -0 00 OD 0 SHEAR PLANS U U U U U U S2.0 GENERAL SPECS. PRE-EN0INEERED TRUSS NOTE$ _ 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) WIND DESIGN CRITERIA AND S2.1 STD. FRAMING DET/ DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE MULTIPLE BRACED TRUSSES. AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES; AND SPECIFICATIONS PROVIDE BLOCKING FOR SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING TRUSS BRACING 1.)PROVIDE PERMANENT BRACING WHERE ROOF DECK 0 RIDGE. H3 ® EA. OUTLOOKER X-BRACE SPACING SCHEMATIC H3 0 EA. 2x4 4* O.C. ER NOTE Q COMPONENTS AND CLADDING: S2.2 CMU FRAMING DETE BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. TO TRUSS. 2x4 SYP#2 OUTLOOKERS OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS NOTED ON TRUSS MFR. SHOP DRAWINGS. BASIC WIND SPEED (ASCE 7-05) --------- 120 MPH 4-0.131x3" TOE NAILS TYP. ® 24" 0 C NOTE A TO THE INT. FACE OF ALL BRACING LUMBER SHOWN, EXCEPT ( ) IMPORTANCE FACTOR- ------------ 1.00 CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS FOR T-BRACE SHALL BE 1x4 SYP#3 OR ROOF BALLOON FRAMED WALL MEAN ROOF HEIGHT--'--7----------30.0 FT INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP _ STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP DRAWINGS. (1)DIAGONAL BRACE PER (4) BETTER OR 2x4 SPF#2 OR BETTER. (LION) FRAMING PLAN A AND BOTTOM CHORDS TO ROOF PITCH -----------------3/12 TRUSSES APPLIED TO BACKSIDE PROVIDE 2x4 SYP#2 UPRIGHT BUILDING CATEGORY-------------- II DO NOT SCALE DIMERROF FROM TOP TO BOT. CHORD OF SCHEDULE. BALLOON FRAMED WALL ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY OF WEB. (ONLY WHEN PERMANENT I.1 2.)BRACING LUMBER SHALL INTERSECT / ( 5-12d TOE STUDS w 2-0.131X3" THESE DRAWINGS.IF A DM DELEGATED TRUSS ENGINEER. LATERAL BRACING IS SPECIFIED AND THE WEB OF THE BRACED TRUSS, PER / TRUSS 0 EA. X-BRACE NAILS EACH / EXPOSURE CATEGORY-------------- C UNCLEAR REFER TO i I I r 2x4 BLOCKING AT NAILS AT EA. STUD. ENCLOSURE CLASSIFICATION -----------ENCLOSED ARGEITECR RAL DRAWN AT A MAX. SPACING OF 2'-0" O.C. 11 DELEGATED TRUSS ENGINEER. I I /I / (IF VERT. IS NOT PRESENT) 48" O.C. BETWEEN TRUSS INTERNAL PRESSURE COEFFICIENT--------- t .18 coNTAcr THE Eoa ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' T-BRACE TO 3-16d 0 / I 4' MIN. W/2 AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING BRACING APPLIED TO I.I / 2x4 SYP 2 X-BRACE. GABLE AND FIRST WEB WITH 3.)PROVIDE BOTTOM CHORD BRACING EA. VERT. # W INTERIOR TRUSS. COMPONENTS & CLADDING DESIGN PRESSURES FRONT SIDES WEBS 0.131x3" 1 1 PERPENDICULAR TO TRUSS BOTTOM TYP, I / I (DASHED X-BRACE SHOWN FASTEN GABLE END PLAN NAME METAL PLATE CONNECTED WOOD TRUSSES. HIB-91." (PER TRUSS MFG.) LI ( ) 11 1 AT 6" 0.C. I I CHORDS AND ATTACHED TO EACH TRUSS ( ( / I ONLY NEEDED IF GABLE IS NOPE A: TRUSS w/ FULL HT. TRIBUTARY INTERIOR EDGE STRIP TSF): ULRICH RESIDED FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS ° T-BRACE; I°) WITH 2-0.131x3" NAILS. AT GABLE END // / I LESS THAN 3'-0") ADDITIONAL BRACES AS REM. ANCHOR AND H8 AREA (sf) ZONE (PSF) o' = 6'-0 ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM CHORD ° ° SAME SIZE, I ( WALLS PROVIDE DIAGONALS AT END I / I EQUALLY SPACED w/ SPACING 1 1 1 EA. END DESIGN/DRAWN/CN BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING SPECIES, & WALLS PROVIDE, DIAGONALS " +36.2 -39.3 +36.2 DIAPHRAGM. GRADE AS ('I (APPROXIMATELY 45%) TO THE ADJACENT /j I 0.131x3" TOE NAILS 0 8-O.C. OF 5-8 MAX. 10 CS BMB L. CONTINUOUS LATERAL BRACING, SEE WEB TO BE I I EXTERIOR PERPENDICULAR WALL BETWEEN I / I I FROM BOT. CHORD OF TRUSS 50 +32.4 -35.5 +32.4 -40.9 DATE BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF TRUSS SHOP DRAWING FOR QTY. AND BRACED. i°I EACH LINE OF BRACING TO FORM A TO DBL. TOP PLATE 100 +30.8 -33.9 +30.8 -37.7 6.16.09 RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT LOCATION. O MORE THAN R LATERAL i I ZIGZAG PATTERN ALL CONSTRUCTED OF DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER I°I THE SAME BRACING MATERIAL. ALSO 2-0.131x3" EA. END WALL SHEATHING UP 1 ( 1. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED SCALE (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED ON BRACE IS NEEDED, OVERLAP BRACE I I ALONG EXTERIOR WALLS PARALLEL TO \ LTP4 0 24" O.C. OR FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN W TABLE ABOVE. AS NOTED AS SHOWN MIN. (2)0.131x3" NAILS. BOTTOM CHORD BRACING PROVIDE 2x4 SYP 2 BLOCKING 0 24"O.C. ATTACH LSTA12 0 24" O.C. GABLE END TRUSS. THIS SHEET.. THE EOR DOES NOT CLAIM THE WORK CONTAINED ON # � 12" LONG 2x4 BLOCKING I I 2. LINEAR INTERPOLATION IS PERMISSIBLE. JOB NO. THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES THAT THE - DIAGONALS IN THE END SPACE BETWEEN LATERAL BRACE w/16d 0 4 O.C. \ WITH 4-10d TOE-NAILED I I TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING WALL THE WALL AND THE FIRST LINE OF 2x4 SYP#2 BLOCKING AS 3. PLUS = PRESSURE AND MINUS = SUCTION. 94108 BOTTOM CHORE, BRACING AT A MAXIMUM 2x4x8' SYP#2 LATERAL BRACE EA. CEILING NAILER (NOT I iiNTO DBL. TOP PLATE. I I LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE WERE X-BRACE w 3-16d INTO EA. TRUSS. / CONVENTIONAL SW SHEET DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS DESIGN SPACING OF 2t) FEET. THIS REQUIRMENT / CONTINUOUS) ATTACH i I I 4. THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL INCLUDE IS NOT NECESSARY AT HIP ROOFS. w/ 0.131x3" 0 8"O.C. STAG. ANCHOR PER SCHEDULE. �� NO FULL HEIGHT EDUL p DESIGNED FOR EDGE STRIP PRESSURES. COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO TRUSS NOTE: THIS DETAIL DEPICTS TYPICAL BRACING TFORM FRAMED GABLE END FULL HT ANCHR TO EXTEND REQUIRED. 3 BALLON FRAMED GABLE END 5. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE SOO( CONNECTIONS, AND TRUSS TO TRUSS LOADING. CONFIGURATIONS BUT DOES NOT REPRESENT ANY 1 PERMANENT TRUSS BRACING 2 PLA OVER 2x4 BLOCKING AND SPECIFIC SECTION CUT THROUGH THE BUILDING. S0.0 S0.0 SEE 12/S2.2 FOR INFO AT CMU WALL. GABLE TRUSS BOTTOM CHORD THE OF OBIWINDOW/DOOR NDOND DOOR MVE F./S5URES.R & SHALL MEET SHEET OF FASTEN PER SPECIFICATION. �tio ;:az EXISTING WALL TO REMAIN. L SCREEN WALL ��4' SCREEN WALL ----------------- ----- I � �� ; ____ _ ------ --------- ^_«<__---------- --______-_____ Lou PontlSo al ___---------------- --------- -__ I ( Associates, In 8 8 420 Osceola Avem S1.0 V-O 1 I I P �242-0 O8 Florida Fax.24 ( SEll 1.0 r , � � L:CA#8344 SC:CAS L �• _. I C NTA U5 O „ ( YOUR COW OMMENTS(e�LP-A.( CONTINUOUS 8 3 0 U-BLOCK BOND PAVERS POOL RESIGN BEAM w/1-#5 CONT, I - - - ( BY BY OTHERS I 1 LUIS A P O hl� BUILDER 1.0y 71. 8" CMU WALL w/#5 VERT. ` .` REBAR (CENTERED) SPACED ® 24" O.C. ( I 4B ( j I 1 I PIT DIMENSIONS AS AND HORIZ. TRUSS JOINT REQUIRED BY ELEVATOR 5 REINFORCING 0 16" O.C. ( ( S1.0S1.0 VALID _ _ _ _ _ _ _ rN, 8x8 CMU COLUMN --. ) ' SCREEN WALL MANUFACTURER X #5 DOWEL BAR EA. FACE 1 w 2-#5 VERT. SIGNATURE ISINBU, W/ STANDARD HOOK INTO + I 1 I 8x12 CMU COLUMN / # AND RAISED SEf INT FOUNDATION. ALIGN 1 SAWCUT, SEE I I w/ 3-#5 VERT. PROVIDECENTER AT WALLOPER 2x6 ELEVATOR F DETAIL 7/S1.0, I 1 16/S2 2E SHAFT WALL. REVISK C � w/ VERT. REBAR. i ( ' S110 S1.0 ( 2-#4 CONT. AROUND 11 I 1 I PERIMETER. EXTERIOR 1 I--- - - - - - - - - - - - - - - - - - � Li SURFACE, - - - - - - - -- -----_ .. - SEE ARCH. - L_ _ -"- i - - _ - - - 2 #"3 Z DOWELS 0 I= �- S1.0 12 O.C. (TYP) DEPTH OF PIT ° I �L. - /,,'rp' 0 i SAWCUT, SEE i A REQUIRED o &.4 d I I I / " ( DETAIL 7/S1.0. i S EQ \ / \ ( ) ( 4B °a BY ELEVATOR SLAB ON --- .° . MANUFACTURER • . .°• •.• .° ��-T�A'� T �� Z ( 1 RAL .STAIRS I -- - - - - _ _ S1.0 / ° `' a: / / SEE PLAN. CONTRACTOR SHALL COMA( \ IN\ / 00 - 4-#4 CONT. �p� I 0 '1' I ESIGN & I I I I I \ \�� ° , ` MAKING ANY S R ASSOCIATEST1 F Q• ' REBAR EQ. SPACED �� is CONNECTORS I I I I I �/ / °, " /\/� 'THE TEN OFF BE OR L_ - _ I BY OTHER. _ J I \j� $\ �/ F ALTTERNATIONS A e- •. • MADE PI f '• .• • v • BEING APPROVED BY OU POP RESULT I ,C- - -------- ----- 5 `\ Sp ASSOCIATES ENGINEERING r�.__�.._.-__ ° • i :•. v•' • G • . ..• • •°. ADDINSPIN ITIONAL FEES. CN�L I ( I SLIDING GLASS DOOR 1 I I j •. ; ° °• <.. •° . .9 d 4' O" EIB FRAMES MUST BE RECESSED I I I S1.07 Ile S1. I I SEE ARCHITECTURAL PLANS 1 - - - I #4 TRANVERSE REBAR L�� I I FOR LOCATION OF SLIDING I _ _ -_ --_-_- J %�\/�� \%�\ � �\j��j ��/ �\ 12 DEEP CONCRETE SPACED ® 24 O.C. �p7 ( ( - '�' GLASS DOORS. (_ - - - - - / ��\ /\/ \ / /\/��\ FOOTING. I- o W/ #4Q 12" O.C. 4 CONCRETE SLAB w/ I I SIM E.W. TOP & BOT, ri0 9 SCREEN WALL FIBERMESH @ 1.5 LBS/CU.YD. I 1 ELEVATOR PIT DETAIL OF CONCRETE OR 6x6 W1.4xW1.4 - - - -- 9 S1.0 SCALE: NTS ( - is WWF ON 6MIL VAPOR BARRIER I I I S1.0 8 ( I IN PREPARED GRADE.-\\ 11 - 1 , " - I I �-O SCALE: 3/4" = 1'-0" S1.0 4-1 4'-10 5 -10V) 3 ,� " �2 - - - - 3 II Uj S1.0 3'-8" -10 5 -0 .5 I 2 S1.0 I- - - - S1.0 I F2.5 F .5 _ -I 1 5 i 4B I I _ � I I � � S90 S1.0 I I I V-O I OVIDE SAW CUTS PER i� _ _ _ _ _ - _ _ I I of I I 7/S1.0, BUILDER TO II - CONTINUOUS 8" z I COORDINATE WITH FINISH L - ---) I SAWCUT SEE I I U-BLOCK BOND FLOOR MATERAL. " 1 ETAIL 7/S1.0. I BEAM w/1-#5 CONT. W I �- - - - - -- I - - - -- - - - -� J � - - - - - - - 1 J I - % __ _ � 8 CMU WALL w/ -- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - -i �A S1.0 #5Co? 48" O.C. IN J GROUT FILLED CELLS. Ln S1.0 S1.0 ON GRADE, M _AN. 00 e GRADE z OD ° q TYPICAL FOUNDATION PLAN o a STEMWALL FOOTING, SCALE: 3/16" = 1'-0" SEE 1/S1.0. STEMWALL VERSION SHEET NDEX 8 9 SCREEN WALL so.o TRUSS PLACEMENT Pt �_O SCALE: NTS S1.0 FOUNDATION PLAN S1.1 1st & 2nd FLOOR FR, AND SHEAR PLANS S1.2 3rd FLOOR FRAMING SHEAR PLANS S2.0 GENERAL SPECS. 8~ CMU WALL w/ #5 VERT. DRILL & EPDXY #4 ® 18" O.C. FOOTING SCHEDULE AND NOTES S2.1 STD. FRAMING DETAIL WALL FRAMING 5,/Z» 1#4 EXTENDED 3' S2.2 CMU FRAMING DETAIL! c9 w STD. 90' HOOK INTO FOOTING & BEND DOWN INTO STAIR. STEP, \\ w ALIGNED w/ WALL REINFORCMENT 2-#5 CONT. EA. SIDE OF RECESS. , .: ° TYPE LENGTH WIDTH DEPTH BOTTOM BARS � CONC. STAIRS SLAB ON STEMWALL REINFORCEMENT SEE ARCH. I ABOVE. SEE PLAN OR SCHEDULE WALL FRAMING STEP,ARCHE F2.0 2'-O" 2'-0" 1'-0" 3-#5 EA. WAY BOT. / SECONDARY POUR / . ' .-/ /:: / / GRADE, REINFORCING ° (6" MAX.) ° QUAL TO SLAB F2.5 2'-6" 2'-6" i'-0" 3- 5 EA. WAY BOT, X a FOR SPACING. / /� cMu °. Q Q SEE PLAN. COURSES # -I �� #40 18" O.C. �/� •d.• _ // (1)#4 MIN. CONTINUOUS, PROVIDE % DOWELS BEND �`/ °D t TO 6 #4 VERT. ® 48"O.C. % HICKNESS. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. DO NOTSCALe DIMEnsTONSI 8" CMU STEMWALL w e e' /\\ \ CORNER BARS (TYPICAL) THE�SEDRAWINGS.IFADINER N \ / INTO STAIRS. \ \ 7 TO 10 #4 VERT. ® 24"O.C• F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. UNCLEAR REFER TO THE SLAB ON GRADE, #5 VERT. HOOKED INTO MONO SLAB FOOTING AT PORCHES, 6B ® SLAB RECESS # ARCHITECTURALDRAWING!TOP OF FOOTING • '� SEE PLAN. FOOTING ® 40" O.C. " = 16" MIN. 11 TO t2 #4 VERT. 8"O.C. WHEN SPECIFIED ON PLAN. 6A 0 CURB _ F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. COMACTTHEEO.R GAR/►GE FLDATMIG SLA9 �\��j\ BEND 2'-0" INTO SLAB :`� \ 8"x20" w/(2)#5 CONT. STEMWALLS OVERIS COURSES TO BRICK VENEER IS F4.5 4'-6" 4'-6" 1'-O" 4-#5 EA. WAY BOT. / (TYP) o HAVE TRUSS TYPE HORIZ. JOINT SLAB ON GRADE, �j �� ) : ' GRAD REINF. BETWEEN EVERY OTHER / ° '� SEE PLAN. ACCEPTABLE WITHOUT 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE PLAN NAME GRADE OR GONG. /�j AT WALLS GREATER THEN 3 BEARING AT INTERIOR COURSE. FILL CELLS SOLID. ///�' WALL FRAMING INCREASE OF FOOTING FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS. CONDUITS, ELECTRICAL EMBEDS, ULRICH RESIDENC SLAB, SEE PLAN. , j �� 4'-0" HIGH, NOTIFY E.O.R. ° \�� S1.0 � SIZE DESIGN/DRAWN/CHET FOR TEMPORARY BRACING ••• • ••:''. •'• .'• .. , � '. . �- " . .e •; a° STEP HEIGHTS. ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR GRADE OR CONC. / �� REFERENCE ONLY. �\ �I LAYOUT PLAN. SLAB, SEE PLAN. ��\� STEP, SEE ARCH. PLAN. SLAB ON CS BMB LAF STEMWALL REINFORCEMENT ��\ a'- : --� i I-=�--+t •_ 1 CMU #5 CONT. /, %\\%� 9 SEE GRADE, PLAN. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. DATE COURSES REINFORCING \ '• a �;; \ SLAB ON \/� ��/� / " /., .; �\ 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 953: MODIFIED 6.16.09 --' °a=P GRADE, AT WALLS GREATER THEN / \\ a• .. _ PROCTOR IN ACCORDANCE WITH ASTM D 1557. SCALE 1 TO 6 #4 VERT. ® 48"O.C. ~ ' \ \\// SEE PLAN. 4'-0" HIGH, NOTIFY E.O.R. �� ° / SLAB ON GRADE, AS NOTED " a ., - -A e, / 3/4" DEEP SAWCUT w 7 TO 10 #4 VERT. ® 24 O.C. / CONT. CONCRETE FOOTING /�j FOR TEMPORARY BRACING \� #4 DOWEL TO MATCH �/ \ ELASTOMERIC SEALANTA SEE PLAN 11 TO 12 #4 VERT. ® 8"o.C. TYP. FTG. EXTEND TYP. FTG I THICKENED EDGE LAYOUT PLAN AND :. . WALL REINFORCING. 3» JOB NO. WIDTH, SEE STAIRS & PROVIDE w 1- 5 CONT. PERMANENT LATERAL STEMWALLS OVER 6 COURSES TO 12"x24" w/(3)#4 OR (2)#5 CONT. / # HAVE TRUSS TYPE HORIZ. JOINT DETAIL 1/S1.0 #4® 18" O.C. E.W. 8"x8" DETAIL 4A SUPPORT DETAIL. / CONT. CONCRETE FOOTING 8"x16" 1-STORY, w/(2}#5 CONT. 94108 REINF. BETWEEN EVERY OTHER NOTES: COURSE. FILL CELLS SOLID. 12"x12" DETAIL 4B 10x20 w/(2)#4 CONT. 8"x20" 2-STORY, w/(2)#5 CONT. 2) PROVIDE CONCUSLAB WITHIN 4 TO APPROXIMATE 122 HOURS 2OF CONIC. PLACEMENT. SHEET 1 STEM WALL AND FOOTING 2 CONCRETE STAIRS ON GRADE 4 THICKENED SLAB 5 STEM WALL AND FOOTING s MONO. FOOTING AT STEP-DOWN SAW CUT DETAIL S1 .0 s1.o S1.0 S1.0 S1.0 S1.0 S1.0 SHEET 2 OF 7 itCC 'f,4�t YYy,cJ t Lou Pontigo Associates, I 420 Osceola Avf Jax. Beach, Florida P 1.242-0908 Fax. L.CA#8344 SO C _ _ —._...... � — C CT US YOUR G �--- ----------- -___------------, ��_,�----____—_---- __ OMMENTS®LP-) _ 2x6 P.T. JOISTS FASTEN FASTEN (3)2x12 TO EA. END w/ H3 CLIP. CMU COLUMN w/ META12 EMBED STRAP (TYP) (USE 2 TAPCON SCREWS l:11ISA PONT, AT CMU WALL CONNECTION) CMU REINFORCING NOTE: TYPICAL #5 VERTICAL REINF. NOTE: till 111111111111111111111111AT 48" O.C. SEE 2/S2.2 FOR ALL CMU WALLS © THIS !i 5 REINF. EA. SIDE OF OPENING. LEVEL ARE SHEARWALLS, VALID ONLY W II SIONATURE 1-5 IN B AND RAISED S 1 SEE ARCHITECTURAL FOR TOP �- REVISIONS 1 OF CMU WALL ELEVATIONS. n. CV 8x16 CMU LINTELS, SEE x DETAIL 4/S2.2. (TYP) FASTEN LVL RIM BOARD 8" PRE-CAST LINTEL TO DOUBLE JOIST WITH 8x16 CMU LINTELS, SEE UPSIDE DOWN LUS28-2. 6x6 POST SEE 8/S2.2 FOR FLOOR DETAIL 4/S2.2. (TYP)-\ 1 ABOVE. w/ ABU66 � • S1.1 AT BASE. TRUSS LEDGER CONNECTION.AI.TERAI (TYP) CONTRACTOR SHALL CON 30# ROOFING FELT 2x12 0 16" O.C. 8" CMU WALL. FLOOR DECK, SEE ASSOCIATES F SING% 1 i UNDER JOISTS BETWEEN RIPPED TO 91/4" CONST. SPECS. ROMT E o"� A T EDGE O F DECK. FIELD ALTERNATIONS MADE Do B/E Iw I W I CM e. BEING APPROVED BY LOU F e � N I1 I"``(.- ` —7 j I w —� I ADDITIONAL ENGINEER! o PROVIDE 1-#5 CENTERED :.: •� ASSOCIATES MAY RESI Q IN 2 GROUT FILLED INSPEC110NFEES Q �j m r� a ADJ. TO GARAGE DOOR I i 3.5x7 PSL o it h �1 OPENINGS (TYPICAL) POST T J jj Io w cJ 1 91 " LVL RIM BOARD. /4 .' POINM' 1. II �1 -j N 1 II �I FASTENED TO EACH r••. SIMPSON MTS12 Go JOIST OVERHANG w/ 4-3/16"0 TOP LEDGER PER 1 � i _ w/ SIMPSON LS70. SIMPSON CONCRETE TO CMU. .`. FLOOR TRUSS. _ _ 8/S2.2. I ABU66. SIMPSON LUS28 JOIST (2)2x12 P.T. SYP#2 li HANGER w/ 8-10d SEE 8/S2.2. 1 i 2x12 P.T. LEDGER FASTENED TO HEADER & �C7 POST 0 O WALL w/ /8 0x10 A.B. 8x8 CMU PILASTER, 4-10d TO JOIST. In I AB el 0 16" O.C. (TYP) (BEYOND) SEE 5/S2.2 FORAi H I 2 2x12 P.T. SYP#2 `� LEDGER ER 1 REINFORCMENT. LEDGER w T EALL INTERIOR HEADERS �� / /8" x10" Uj ARE H6; U.O.N. 8/S2.2. (PARALLEL) 1 I 2x12 FLAT ROOF JOISTS s 1 i 8" O.C. FASTEN EA. A.B. ® 16" O.C. STAGGERED. _ BM#2 _ _ END w/ LUS28. I3 2x6 SPF#2 i 1 SECTION C I OST THIS END i O POST FROM FBM HII DECORATIVE BRACKETS, S1.1 SCALE: 3/4" = 1'-0" PERP ABOVE. SEE SEE ARCH. 7 NOTE 3 THIS p S2.2 I PLAN. POS z M C i ! TAB OC BI3 AW \ I PROVIDE 1-#5 CENTERED (2)2x6 # rl IN 2 GROUT FILLED Mill POST E D ADJ. TO GARAGE DOOR POST FROM OF BM#4 00I OPENINGS (TYPICAL) toll I. 1 ABOVE. SEE NOTE 3 THIS PLAN.111111111111111111411111111 11111 Bill 911111111111111111]1111411111[111111111111111111 I . J 7 S2.2 S2.2 PERP PARALLEL SHEET ME SO.O TRUSS PLACEMENT FIRST FLOOR FRAMING PLAN 51.0 FOUNDATION PLAN s1.1 1st & 2nd FLOOR AND SHEAR PLANS SCALE: 3/16"' = 176' S1.2 SHEAROOR FRAMIN NS 1. SEE 4/S1.2 FOR FRAMED HEADER SCHEDULE INFORMATION. S2.0 GENERAL SPECS. 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITH7:R DIRECTLY OR THAT SUPPORT S2.1 STD. FRAMING DET AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF S2.2 CMU FRAMING DET, (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. DO NOT SCALE DIMENSIOI THESE DRAWINGS.IF A DIM 3. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT 'THE SAME SIZE AND SPECIES ARcUNCLEAR �AWP POST SHOWN ON THE 2ND FLOOR SHALL BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, CONTACrTHEEO. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16 OR (2)MS30 STRAPS AND FASTEN TO FOUNDATION w/ HTT16 PLAN NAME U.O.N. ON PLAN. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE ULRICH RESiDEi CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. DESIGN/DRAWN/CF C5 BMB L DATE 6.16.09 SCALE AS NOTED JOB NO. 94108 SHEET S1 .1 SHEET 3OF hnr s I e t Y ' 2x12 ® 16" O.C. RPE TO 91/4 FLOOR DECK SEE AT EDD E OF DECK. CONSTRUCTION = y SPECIFICATIONS. w w v FLOOR DECK, SEE a r t CONSTRUCTION FLOOR SLOPE ,xl I SPECIFICACIONS. A to LINTELS, SEE p ' I„ DESIGN BY SEE 17/S2.2 FOR DETAIL 4/S2.2. OTHER , 11 CONT. 2x10 RIM WOOD TO CMU WALL BOARD (TYP) �. DETAIL (TYP) __ __ SIMPSON LUS28 JOIST SIMPSON H8 CLIP ' I I " A. RAFTER. i HANGER w/ 6-10d ALL EXTERIOR WALLS AT SINGLE 2x8 P.T. SYP #2 TOP PLATE TO HEADER & SHEATHING SEE 1/2" / 4-10d TO JOIST. ' THIS LEVEL ARE CONSTRUCTED w/ sox 10 A.B. w 2"x2%1/8" CONSTRUCTION f ,I MULL DETAIL j OF 2x6 SPF#2 ® 16" O.C. WALL PLATE WASHERS ® 24" O.C. SPECIFICATIONS. r I FRAMING. U.O.N. . THIS WALL 2x12 SYP#2 LEDGER CONT. I. I `, ` '� �. SEE 16/S2.2 ( ) CONTINUOUS 8"x16" CMU BOND W 4 12D COMMON WIRE HEADER, 3 �, , FRAMING COMPLIES WITH THE BEAM w/ 1-#5 IN TOP TWO NAILS & (3)SIMPSON SDS L/240 DEFLECTION CRITERIA COURSES CONSTRUCTED OF SEE PLAN, FOR BRITTLE FINISHES. Y4"X3" WOOD SCREWS 0 ;fl' �; I ;f 16 O.C. I OPEN BOTTOM LINTEL BLOCKS. TYP t > I l i $ " „ 8 DETAIL I 10 I� i SEE UPLIFT SCHEDULE B i S2.1 S1.2 S1.2 SCALE: 3/4" -- 1'-0" I ,I , A TRUSS C42 it 1,}III - - I _ li[ N if ilf' I I I Al! ` T�I r. � l \ rr \ ' sLOW m ^ . p M ROOF SEE 14A S2.1, It I. i IIS 2x6 OVERFRAME / A B 9 BELOW " ( FOR CONN. OTE HIS r RAFTERS C� 24 O.C. (2)11.88 LVL OVERFRAME LEDGERi - - - - - - - - �,r i� LAN. SEE 16/S2.1 MMI111111 IN 11111 11M 1l {I P ST FROM SEE 14A 2.1, I� FOR CON f OVE. SEE { TE3T S I ) I I 10 r I TRUSS 166 _ _ } w I S2.1 L N. '. { Qiss [. zz 0 - - - - - - d I I l � I, I rlrxv I �� 3 If j o l \ I STENS 0 ALL HEADERS TR SS HEI PER 5/E2.1. a * I / E it m ARE H6; U.O.N. " A li I ALL HEADERS I F; A I , , A rte":\ I ARE 6; U.O.N. w 14 0 L L r -� Ea ;! i I I PI. I S2.1 I10 w z N TOW L FRAMING I ( a �" s �I. BELOW. _ , - >1 t- 1 € I O 7jW o BM 11 # % D_ W w `c ui 10 U dd I I I f I y LOW i r v ROOF BM#13 - - v r v - V) BELOW ( I - Id � i �f a SI B h it 1 - - L SW-3 L ' in IA 'iq ALL INTERIOR & EXTERIOR ROOF SEE UPLIFT SCHEDULE "B" BEARING WALLS SHALL BE ANCHORED I PER UPLIFT SCHEDULE 'A' UNLESS ALL INTERIOR & EXTERIOR ROOF OTHERWISE NOTED ON PLAN. BEARING WALLS SHALL BE ANCHORED I" l 'A'PER OTHERWISE CNOTEDEON PLAN. i f 3' ��'� � �#� ;�� '` SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN I ;; SCALE: 3/16 = 1 -0 SCALE: 3/16" = 1 -0 'I 1. SEE 4/S1.2 FOR FRAMED HEADER SCHEDULE INFORMATION. 1. SEE 4/S1.2 FOR FRAMED HEADER SCHEDULE INFORMATION. 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING EITHER DIRECTLY OR THAT SUPPORT 6 ;� 7 ( 2. BEAMS & INTERIOR WALL HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY A MINIMUM POST OF q ' Y (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE). FASTEN BEAM TO r (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N. ON PLAN OR IN HEADER SCHEDULE). FASTEN BEAM TO �. POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED POST WITH (2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 6" YTt " OF THE SUPPORT POST, OF THE SUPPORT POST. .ry ". fVIIr 1a. 1 Il 5{p� t I� it 11It II , , 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.1. rvUkN�l t I i ,4JId r� "�I pan1 4. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. 4. LOAD BEARING CORNERS, TEES AND SHEARWALL ENDS SHALL BE CONSTRUCTED AS SHOWN IN 8/S2.1. �11P f r I , UPLIFT ANCHORING SYSTEM DETAILS AND SCHEDULES ' . TYPICAL TRUSS CONNECTORS SUPPORT AND UPLIFT SCHED. 0 FRAMED WALL HEADER SCHEDULE © SHEARWALL SHEATHING NAILING j {il n �, ' Is +{ „'• UPLIFT FULL HEIGHT ANCHOR SPACING CONVENTIONAL STRAPPING AND SPACING SCHEDULE CONNECTION TO: USP SIMPSON QUICK-TIE UPLIFT BRG. MEMBER NODE SUPPORT UPLIFT CONNECTION SYMBOL HEADER SIZE MAX. SPAN ACK (U.O.N)KING (U.O.N) II I ;t� �li � �I'� � �, a," SCHEDULE � SW-2: USE SW-1 NAILING, SHEATH STUDS BOTH SIDES r �s �l f TYPE QUICK-TIE THREADED ROD CONNECTOR 6& CONNECTOR a CONNECTOR M CONNECTOR M CONNECTOR EL CONNECTOR � CONVENTIONAL STRAPPING DETAIL (1)H2.5 < 600 TRUSS C42 A 2.2x6 SPF SEE SCHED. ® LEFT H6 (2)2x6 4'-4" 1 1 SW-3: 8d COMMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALT � A PAN " MSTA24 < 6' LTT20B < 6' CS20 < 6' 1 H8 1 HA4 < 620 TRUSS 045 A 2.2x6 SPF 9D S2.1 H8 (2)2x8 6'-4" 1 2 1. PROVIDE w/ 2x BLOCKING AT ALL EL EDGES. ,A. EXT. 8'-0" O.C. 6'_8 O.C. LSTA12 ® 32" CS20 0 32" SP1 a 16" CONNECTOR FF O O / INT. "'8'-0" O.C. 4' 6" O.C. (2)MSTA24 < 12' HTT16 < 12' (2)CS20 < 12' ONE-STORY MULTI-STORY DBL TOP PLATE " 2nd LVL KING STUDS (1)MTS12 (2)HA4 < 945 TRUSS D45 B 2.2x6 SPF SEE SCHED. ® LEFT H10 (2)2x10 8'-4" 1 3 2. PROVIDE STUD CONFIGURATION PER 8/S2.1 AT EACH END OF SHEA EXT. 5'-6" O.C. 6'-8 O.C. MSTA24 < 4' LTT206 < 4' CS20 < 4' TO 1st LVL FRAMING. HEADER FT H12 2 2x12 10'-4" 2 3 KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SN I I, LSTA12 0 16" CS20 0 32" SP1 0 16" ROOF TRUSS (1)HTS16 (2)HA4 < 1255 TRUSS H65 A 2.2x6 SPF SEE SCHED. ® LE ( ) INT. ''6'-6" O.C. 4'-0" O.C. (2)MSTA24 < 9' HTT16 < 9' (2)CS20 < 8' Q$ IC' u 1 w/ UPLIFT " CONNECTOR BB POST (2)MTS12 (2)MTS12 < 1890 TRUSS 166 A,B 2.2x6 SPF SEE SCHED. ® LEFT H9.25 (2)9.25 LVL PER PLAN 2 3 3, FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S2. EXT. 4-0 O.C. 5'-4 O.C. MSTA24 < 3 LTT208 < 3' CS20 < 3 CONNECTOR 'C' H6 0 16" CS20 ® 16" LTT20B ® 32" 2nd LVL WALL t , » 2 HTS16 2 HTS16 < 2510 TRUSS J69 A,B 2.2x6 SPF SEE SCHED. ® LEFT H11.88 2 11.88" LVL PER PLAN 2 3 INT. 4'-6 O.C. 4'-0 O.C. (2)MSTA24 < 6' HTT16 < 6' (2)CS20 < 6' STUDS TO 1st ( ) ( ) O 4. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LONG EXT. 3'-0" O.C. 4'-6" O.C. „ T MSTA24 < 3' LTT208 < 3' CS16 < 3' PROVIDE SOLID LVL WALL STUDS (2)HTS20+ (2)HTS24+ < 4400'• BM#9 A 3.2x4 SYP (2)H8 H14• (2)14" LVL PER PLAN 3• 3* PERPENDICULAR TO WALL STUDS. D H6+H2.5T ® 16" CS16 ® 16 L T20B ® 16" f BLOC ING BETWEEN OR FRAMING INT. •3'-6 O.C. 4'-0 O.C. (2)MS < 6 HTT16 < 6 2 CS16 < 6' (2)MTS12 (2)MTS12 BM 11 A 3.2x6 SPF 2 H8 Hi6* • • CONNECTOR # ( ) (2)16" LVL PER PLAN 3 3 FLOORS. " ROOF TRUSS, SEE PLAN AND • PROVIDE QT OR 1�y 0 ROD ADJ. TO CONNECTORS BM#12 A 3.2x6 SPF (2)H8 " SEE 10 52.1 FOR GARAGE JACK AND KING REQUIREMENTS. � PROVIDE 2 1/ "� OR °/a"� ROD OR 2 ] ANCHORING UPLIFT SCHEDULE AT RIGHT. 4 O z (2)QT OR OT3 gM#13 A 3.2x6 SPF (2)H8 SHEARWALL END AN H .� ADJ. TO CONNECTORS. �5 SOLE PLATE ANCHORS SHEA �1 s PROVIDE 18" 19 CS20 BM 14 A B 2.2x6 SPF 2 H8 STRAPS APPROX. EQ. 5-10d TO CONNECTOR AA # ) TOP PLATE DBL TOP PLATES SEE 14/S2.2 FOR ROOF TRUSS CONNECTOR QTY. OF ANCHORS BETWEEN FULL HT. ANCHORS QUICK-TIE THREADED ROD CONVENTIONALLY STF SPACED BETWEEN TO WALL STUD. " A ALL LEVELS ALL LEVELS SCHEDULE AT CMU WALLS. WALL TYPES SYMBOL Fi t "Tjj ADJACENT ANCHORS 5-tDd TO HEADER S E PLAN.. SPACING >96 >48 dt <96 SPAC <48 1ST LEVEL UPP INDICATES ONE STRAP _ HEADER STUD CONNECTOR DD �: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SW-1 (INT. OR EXT. WALL) 3 2 1 Sw-1 QT3 OR 2 QT 5/s"o OR (2)1/2„0 HTT22 i{I I.I �j # �; BETWEEN ANCHORS ANCHORING YSTEM O.C. SPACING, SEE ABOVE. HEADER TO H3 ® 16" O.C. SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SW-2 INT. OR EXT. WALL 6 4 2 O '� : + •• INDICATES TWO STRAPS ( ) SW-2 QT3 (2)%-0 Hill 1 �:� �I ,I I � JACK STUD SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH SW-3 Q& EXT. WALL 1 1 0 ' IIsN '° i I ( lda BETWEEN ANCHORS ADDITIONAL STRAPPING AT TRUSS. WHEN USING 2 STRAPS ON SINGLE PLY INT. BRG. WALL NON-SW N/A N/A N/A SW-3 QT 1/Z"� HTT16 1 s R it INTERIOR BEARING WALL CONNECTOR EE TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TYPICAL SUPPORT NOTES_ „ „ 1 N F SHEARWALL. d I, LS 12 DETAIL 1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE ' Ai! j ROUGH OPENING SEE ARCH. KING STUD TO TOP PLATE FROM EA. OTHER. 1. SO�XE PLP PLATE TE WASHERSCHORS HADRILLL BLED & EPDXIED Ig MOR //0 SIMPSON HD w 60 1• INSTALL SHEARWALL ANCHORS EACH END 0 5 E 5 r FOUNDATION. (,OADING CHART NOTE: MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH �/2» /e. L 2 / HOW TO SELECT UPLIFT ANCHORING SYSTEM. OUR ENGINEERING ALLOWS THE FLEXIBILITY » STUD WALL SIZE SELECTED. EM@ED. 2 SEE TYPICAL SHEARWALL ELEVATIONS ON 7/52,1. 6 THESE BEARING NODES CORRELATE WITH THE TRUSS '� � 'j� OF INSTALLING ANY OF THREE (3) UPLIFT ANCHORING SYSTEMS. THE CONTRACTOR MAY CHOOSE TO INSTALL EITHER QUICK TIE. CONNECTOR CC PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,O,..., sk THREADED RODS OR CONVENTIONAL STRAPPING. FURTHER, CONVENTIONAL STRAPPING MAY BE USED IN CONJUNCTION WITH 1st LVL WALL 2. ALL MULTI-PLY TRUSSES AND BEAMS, PROVIDE A 2, IF WALL SEGMENT IS CONVENTIONALLY STRAPPED, PROVIDE SOLE PLATE STUD TO SILL FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE BUILT-UP POST COMPOSED OF MULTIPLE WALL STUDS M „x THE OTHER SYSTEMS, WHERE A FULL HEIGHT ANCHOR IS NOT POSSIBLE. THE CONVENTIONAL STRAPPING MAY BE EITHER TRUSS ENGINEERING HAVE BEEN DISREGARDED. ANCHORS AT 24" O.C. Z PLATE aV �fiIl l {F F; Il t I �4 a1'I III' AS MANUFACTURED BY SIMPSON, USP OR QUICK TIE; SEE APPROVED CONNECTOR SCHEDULE ON S0.0. SEE 4/S2.0 FOR SILL ATTACHMENT. EQUAL TO THE NUMBER OF TRUSS OR BEAM PLYS. (LION) ',W dY I , U° i DESIGN SPECIFICATIONS: QUICK 71E CONNECTORS, UPLIFT. AND FASTENERS a DESIGN CODE: 2007 FLLDRIDA BUILDING CODE - RESIDENTIAL WIND LOADING - ASCE 7-05 FOR WIND UPLIFT, UPLIFT ROOF SHEATHING, SEE " TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONNECTOR S11P SPF SIMPSON ALT. FASTENERS SPECIFICATIONS BELOW. M DESIGN LOADS: ACTUAL AND UNIFORM CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING PRE-ENGINEERED WOOD 2x6 SYP#2 BLOCKING BETWEEN POINTS OF ROOF TRUSSES SHALL BE REDUCED IN HA4 680 528 H3 9-10dxt'/z" ROOF TRUSSES. .2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP CONVENTIONAL CONVENTIONAL # BSE ELl14li ACCORDANCE w/ FBC SECTION 1605.3.1.1. ' UPLIFT CONNECTOR STRAPPING IF FULL STRAPPING IF FULL FASTENED TO TOP PLATE w/ 10d ® 4" O.C. ROOF LOADING cd=1.25 cd-1.00 MTS12 945 870 MTS12 14-10dx1/2" 2x4 SYP#2 DIA. & TWRIZ. I I G ( ) ( ) SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED " HEIGHT ANCHORING' EIGHT ANCHORING PLATE w/ 10d ® 3" O.C. TOP CHORD LIVE LOAD 20 psf 40 psf WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 BRACING L 24 O.C. BETWEEN I SYSTEM IS NOT USED. I SYSTEM IS NOT USED, TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf WHEN COMBINED w/ DEAD LOAD. HTS16 1255 1255 HT516 22-10dx1'/2" OUTER WALL & FIRST INTERIOR TOP CHORD DEAD LOAD 0 psf 2x SPF BLOCKING SHEATHING MAY TRUSS. TOE NAIL EACH END w 20 psf (TILE SHINGLES) / I BOTTOM CHORD LIVE LOAD 10 sf 5 psf MS36 1835 1468 MSTA36 26-10dx1'/ " RIPPED TO FIT TERMINATE AT " FLOOR SHEATHING, Lou P o n t i g o a n p DEFLECTION CRIIEIiIA: 2 4-0.131x3 NAILS (TYP) BOTTOM CHORD DEAD LOAD 5 'psf DRYWALL CEILING AND WITH GAP SHOWN TOP OF DBL. TOP SEE SPECIFICATIONS Associates, 1 n t ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 AT PART. ENCLOSED PLATE. I BELOW FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L 240 LS18 1005 804 LSTA18 14-10dx1'/ " / / � BUILDINGS, BOTTOM I I CS16 1830 1464 CS16 28-10dx1'/z" CHORD BRACING PER + pt I I 496 Osceola Avenue TRUSS ENGINEERING. EEL < 1 - I PORCH SHEATHING, jax.Beach.Florida 32250 CONT. RIBBON SEE SPECIFICATIONS Ph.242-0908 Fax.241-95 MATERIAL SPECIFICATIONS: MS24 1270 1016 MSTA24 18-10dx1/2" CONVENTIONAL STRAPING I I BOARD (TYP) BELOW PLCAN$3445CoCA#i3Si SC35 295 236 A35 12-10dx1'/2" SEE LEFT FLOOR TRUSSES I I HEADER & SUPPORT FULL HT. ANCHOR SYSTEM _ I CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 GAYS FOR INFO. OR JOIST. _ POST, PER PLAN. c NTAcr us YOUR COO SC35F 500 400 A35F 12-10dx1'/2" NOT SHOWN - I I OM US WITH LP-A.0 CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A TYPICAL CONNECTION CEILING LINE I FLOOR TRUSSES I MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN I OR JOIST. ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN LS12 715 572 LSTA12 10-8dxCOM. COMPRESSIVE STRENGTH (f'm) OF 1500 PSL OGT 2217 1773 18-10dx1'/2" ROOF SHEATHING SPECIFICATIONS: WALL FRAMING WALL FRAMING-/ PARALLEL PERPENDICULAR HEADER GROUT. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE SHIN LE MIN. 7/1a%,24/16, APA RATED OSB OR j0 WALL- TO WALL �D LUIS A P Q N� I QGT2 4050 3240 30-16d OF � PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING DAY WHEN TESTED IN ACCORDANCE WITH ASTM C 1010, 30-14d SHANK NAILS 0 6" O.C. EDGE * 6" O.C. FIELD (AT EXTEND SHEATHING VERT PERPENDICULAR PORCH SHEATHINO SEEQIFI -AC I6big! REINFORCING STEEL SHALL 8E ASTM A615, GRADE 40. QHD2 4050 3240 GABLE: ENDS DECREASE EDGE NAIL SPACING TO 4" I.Is, n '/ "� A304 ROD TO TOP OF TRUSS AS SHOWN. '/2" GYPSUM WATER PROOF GREEN BOARD, w 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD - a O.C. WITHIN 4'-0" OF ROOF EDGE). ( ) / PROVIDE 2x4 BLOCKING (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD STRUCTURAL STEEL.: SHALL BE ASTM A992, GRADE 50. AT HORIZONTAL JOINTS. FLOOR SHEATHING SPECIFICATIONS FL PE 0' 5 USP/SIMPSON CONNECTORS. UPLIFT. AND FASTENERS IILE -- MIN. 15/32" 32/16, APA RATED PLYWOOD " WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" HEEL J 1 -O 23/32 T&G OSB OR PLYWOOD SHEATHING, GLUE AND VALID ONLY WHI UPLIFT O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIELD SIGNATURE IS IN BLLI ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. CONNECTOR FASTENERS CODE DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN AND RAISED SEp ' " %"0, " SYP SPF ' 4'-0" OF ROOF EDGE). 3 PORCH SHEATHING CONNECTION QT WIRE ROPE: /4 0 & GALVANIZED AIRCRAFT" DESIGNED 7x19 w/ A MIN. BREAKING STRENGTH OF 7,000ibs. & A35 450 450 12-8dx1/2" FL474.4 1 ROOF TRUSS CONNECTION 2 FLOOR TRUSS AT WALL FRAMING 14,000Ibs, RESPECTFULLY. S2.0 S2.0 S2.o REVISIONS C H2.5A 600 520 5-8d EA. END FL503.5 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). H8 620 530 5-10dx1.5" EA. END FL1423.7 4-16d EA. SIDE OF FASTEN ALL TOP PLATES TOGETHER NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. TYPICAL STUD NAILING:0.131x3' END NAILS: TYPICAL HEADER NAIUNG:0.131X3 TOE NAILS PLATE BREAK 2x4 SYP#2 DBL TOP PLATE MTS12 1000 860 7-tOdx1'/2" EA. END FL474.325 (2) 2x4, (3) ® 2x6, (4) ® 2x8. 2X6, 2x8 = (4) NAILS w/ (2) ROWS OF .131x3 ® 12" O.C. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): 9" LVL, 11" LVL, 2x10, 2x12 = (6) NAILS STAGGARD. HTS20 1450 1245 24-10dx1'/2" EA. END FL538.9 6"MAX. 6"MAX. SYP#2 DBL. " " 4'-0" IN. 2x4 SPF#2 STUDS TYPICAL SHEATHING. QUICK TIE, PRODUCTS: 'Q1000' FAST CURE EPDXY TOP PLATE 14 LVL, 14 LVL (8) NAILS PER#PLANS ER, AT 16" O.C. (TYP) SIMPSON STRONG-TIE CO: 'AT' ACRYLIC-TIE FAST CURE EPDXY MSTA24 1765 1270 9-10d EA. END FL1901.57 FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH 2x4 SYP#2 SCAB METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. MSTA36 2050 1870 13-tOd EA. END FL1901.59 TO ENGAGE STUDS. BELOW BOTTOM PLATE FACE-NAIL TO RATED SHEATHING TO 9-10d EA. END TRUSS TOP CHORD RUN CONTINUOUSLY TO FIELD ALTEJ2A'I1C MSTAM24 1465 1270 " FL1901.61 INSTALL ADDITIONAL WALL SHEATHING SPECIFICATION w/ 12d NAILS ® 3 INSIDE FACE OF CHIMNEY CONSTRUCTION SPECIFICATIONS: 5-/4 x2-/4 TITENS FULL HT ANCHORS. SEE DETAIL 13/S2.1 FOR BOX GIRTS REQUIRED BETWEEN ' " O.C. (TYP EA. SIDE) FRAMING. (TYP) CONTRACTOR SHALL CONTAC WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. MIN. /,a , 24/16, APA RATED OSB OR PONTIGo&ASSOCIATES PRIG MSTC66 5660 5660 38-16d EA. END FL1901.67 PLYWOOD SHEATHING, NAILED w/ 8d MAKING ANY STRUCTURAL F FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED _--___- COMMON WIRE AT 6` O.C. EDGE AND 6" MOD�ICATIONswHICHMAY TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE 22-10d TO TRUSS _ _- ------- O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL FRpM fHEwttnrr°F1rIE°R SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR MGT 3965 3330 FL1423.15 - - - --'- CONSTRUCTION DOCUPV1FNM 1-'/2`0 ROD TO FTG. JOINTS. AT WALLS WITH STUCCO FINISH, FIELD ALTERNATIONS MADE PF REINFORCING SHALL BE 3` IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS DROPPED HEAD PANELS SHALL BE ORIENTED LONG ROOF TRUSS BEING APPROVED BY LOU PCNA PROVIDE #3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR 14-SDS'/4x3" TO TRUSS BEAM FASTEN (2) MSTA36 AT IF HIGH SIDE OF WALL DIRECTION PERPENDICULAR TO WALL STUDS. AS50C]ATES MAY RESULT PHD5 4685 4380 / FL503.26 INSIDE: FACE OF SHEARWALL IS A SHEARWALL, INSTALL ROUGH DROPPED HEAD ADDITIONAL ENGINEERING CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. 1-%"0 ROD TO FTG. OR BIND AROUND ENDS AT OPENING OR SILL PLATES MINIMUM FASTENER E.E. (2)2x4 SYP#2 BLOCKING BELOW PLATE INSPEC710NFEE5 DBL. 2x BLOCKING IN TOE-NAIL TO TRUSS TOP CHORD WITH REINFORCED CONCRETE: DESIGNED PER ACI 318 LATEST EDITION, fc = 2500 PSI. (COMPRESSIVE STRENGTHS) U.O.N. NON-SHEARWALL. FIRST 2 STUDS SPACES 4 4'-4" (1)2x4 SPF #2 (4)12d'TOE NAILS IMI 18-16d TO TRUSS/BEAM O 4-12d NAILS EACH END (TYP EA. SIDE) HTTt6 3480 3080 FL503.20 � 6'-4" (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS ULL NEIGH ANCHORI G iv MASONRY. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE 1-s/e"o ROD TO FTG. c 8'-4" (3)2x4 SYP #2 (1)A3a + (6)12d TOE NAILS SYSTEM, SEE SCHEDULE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. 32-16d TO TRUSS/BEAM s 12'-0" (3)2x6 SYP #2 (2)A35 + {6)12d TOE NAILS ON 1/Sl.l GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN HTT22 5250 4670 FL503.21 JACK AND KING STUDS, I I I I I REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL 1-a/8"s ROD TO FTG. PER HEADER SCHEDULE -- ---- --- EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END. 20-SDS'/4x3" TO TRUSS/BEAM AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS HDQ8 8325 7210 FL1463.25 ( ( ROUGH OPENING PER PLAN TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 1- /a"0 ROD TO FTG. SOLE PLATE ANCHORING, (3) ® 2x4, (4) 0 2x6, (5) ® 2x8. i (2)2x4 SYP#2 BLOCKING MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND PT. SYP#2 BELOW PLATE TOE-NAIL TO 6-10d TO HEADER PER SCHEDULE ON 1/S1.1• SILL PLATES 2x4 SYP#2 SCAB BELOW VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/51.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE LUS28 930 780 FL474.284 SOLE PLATE TRUSS TOP CHORD WITH BOTTOM PLATE FACE-NAIL A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD 4-10d TO JOIST TO TRUSS TOP CHORD w/ I 4-12d NAILS EACH END BE NOTIFIED. FT I (TYP EA. SIDE) 14-16d TO HEADER 12d NAILS ® 3" O.C. (TYP WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE HU410 905 785 6-16d TO JOIST FL5808.84 FOUNDATION, SEE PLAN EA. SIDE) PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT __ _--- _ LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF ABU44 2200 %"0 ROD w/ 12-16d FL474.21 EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN WINDOWS '/2"0 THREADED ROD ANCHOR BOLT w/ HOWEVER, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED < 4'-4" - (1) ANCHOR OR < 8'-4" - (2) ANCHORS OR <12'-4" - (3) ANCHORS 1'/2" PLATE WASHER FULL HT. ANCHOR 8 V2 FROM SOLELn GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL ABU66 2300 %*0 ROD w/ 12-16d FL1725.1 MAX. MIN. PLATE BREAK PLAN RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, 4 TYPICAL WALL FRAMING HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/a° LARGER THAN THREADED ROD SIZE. (U.O.N.) PA51 1690 9-16d (EMBED ANCHOR) FL474.335 ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO g2,0 1. REFER TO S1.1 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE. TOP OF ROOF ATTACHMENT ROOF OR FLOOR BEARING ELEVATION, U.O.N.. ON PLAN. 2. USE SPF#2 OR BETTER FOR ALL WALLS. O SHEATHNG 11MCM7I0NS: SET SIMPSON EPDXY-TIE FL402.3 10-16d TO STUD/BEAM/POST WOOD FLITCH BEAM: H10F OR H12F. '/_" CDX PLYWOOD FLITCH. FASTEN w/ CONSTRUCTION ADHESIVE AND NAILED. SHINGLE ROOF MIN. 7/le", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® LTT20B 1750 1675 � " FL474.264 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4°-0" 1-/2 0 ROD TO FTG. FASTEN (2) 2x4 EXT. STUDS TO RAPS OF ROOF EDGE). LSTA12 805 695 10-10d FL1901.30 BEAM. BEAM. BEAM. PARALLAM (3) ROWS °/a"4 PSL BEAM, 9-8d NAILS OEA END?(TYP. EA) CS20 T END) ROOF MIN. 15 32" 32 16, APA RATED PLYWOOD SHEATHING, NAILED w 0.113x2" RING SHANK ® 6" O.C. EDGE HEX HEAD THRU PER PLAN. / �IUj IILE- / / / CS16 1705 13-Sd FL1901.30 iv BOLTS D HEX & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF NUTS & WASHERS EDGE). BRICK LINTEL SCHEDULE & MISC. BRICK SPECIFICATIONS " v ... AT 24 O.C. (2) 2x HEADER (2) 2x HEADER FASTEN (2) 2x4 EXT. WALL MIN. 7/1a", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 8d COMMON WIRE AT 6" O.C. STUDS TO HEADER i' FASTEN MULTI-PLY EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, LINTEL DIMENSION MIN. BRG. MAX. SPAN (2) ROWS 16d (3) ROWS 16d (2) ROWS %"0 HEX BELOW w/ (2) CS20 i' i STUD, PER 5/S2.0. PANELS SHALL BE ORIENTED LONG DIRECTION PERPENDICULAR TO WALL STUDS. HEAD THRU BOLTS 2x SPF DIAGONAL STRAPS 9-8d NAILS (BOTH ENDS)TYP. LL Q COMMON WIRE COMMON WIRE BLOCKING FASTENED EA END. (TYP.) 23 32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD L3'/2x3'/2x'/4 4" 6'-0" AT 12" O.C. AT 12" O.C. w/ HEX NUTS & ---- FLOOR / EA. SIDE. EA. SIDE. WASHERS ® 24" O.C. w/ 3-0.131"x3" EA. K,/ EXTEND SHEATHING MAY � L4x3'/2"x'/4 6" 8'-0" END TYPICAL. 2" PAST PORCH '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 6" O.C. EDGE AND FIELD BLOCKING-WINDOW L5x3'/2'x'/4 6" 10'-0" „ 3A" WIDE MULTI-PLY ATTACHMENTS MUST 2x SPF DIAGONAL TYPICAL (2)2x6 HDR. AT I MAIN (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD 'I3/� WIDE MULTI-PLY LVL BLOCKING FASTENED ELEV. OF TOP PLATE. HOUSE PARALLAM BEAM ANCHOR INTO 2x SHEATHING. FASTEN TO STUDS L6x3'/2'x'/4 6" 12'-0" EXTERIOR Uj MATERIAL. EA 3-0.131"x3" I i HARDIPANEL WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d COMMON NAILS OR t WITH UC26-2 WALL. L7x3'/2%V4 6" 16'-0" 1'/ " 1'/2" 1'/2" EA. END TYPICAL. (HANGER TYP. I Q SHEATHING 11go. 11/2"19 GALV. ROOFING NAILS ® 6" O.C. EDGES & FIELD. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL 2 (TYP,) I SHEATHING AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL 1. STEEL LINTELS TO BE MINIMAL 36" LINTEL MUST HAVE CORROSION (3) ROW OF 10d / HEAD PLATES AND I " RESISTANT COATING OF EPDXY BASED PAINT, NAILS 0 8" O.C. " It FASTENERS. PER 4/S2.0. BLOCKING AT 48 MAX STAGGERED (2)2x MIN. < 4-2 IF MORE 2. LINTEL MORE THAN 8'-0". SHOULD BE LATERALLY SUPPORTED NOT (1) ROW OF 10d \ • • THAN 4'-2" SEE 4/S2.0 r ROOF AND CEILING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT 2. EXCEED 6 FT. O.C. w/ t-'/4x U WD. SCREWS INTO HEADER PROVIDE NAILS ® 6" O.C. 0' c1' SIMPSON A35 CLIP SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED ROUGH OPENING A '/2" VERTICAL SLOTTED HOLE FOR SCREW. STAGGERED TYPICAL BOTH ENDS TO BLOCKING WITH PANEL-ENO NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. (1) ROW OF 10d SEE ARCH. SIMPSON HTT22, OVERLAP SIDE a 3. BRICK VENEER ATTACHMENT: HORIZONTAL TIES ® 24" O.C., VERT. NAILS ® 4" O.C. U.O.N. CURVED WALLS: SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED WITH /a" CDX PLYWOOD INSTALLED WITH THE " " ROUGH OPENING WALL TOP PLATE I TIES O 12 O.C.. (FOR 110mph WIND-ZONE VERT. TIES 0 16 O.C.). AT STAGGERED SEE ARCH. I AS SHOWN (TYP.) STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d 2x4 SYP#2 STUDS COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED ALL OPENINGS SPACE TIES WITHIN 12" OF OPENINGS. PROVIDE%."0 AND NAILED PER SHEATHING SPECIFICATIONS. WEEP HOLES 0 33" O.C. IMMEDIATELY ABOVE FLASHING. ARCHED TRANSOM ARCHED WINDOW AT 16" O.C. (TYP) MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Ag BE RESPONSIBLE FOR CONSTRUCTION WOOD MEMBER FASTENING SCHEDULE LION ON PLAN. x4 � � ELEVATION PLAN MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 1�TYP' CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. NOTE: TRIM WALL SHEATHING TO MATCH OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN Q ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONNECTION RADIUS WINDOW FRAME BY t 1 2" SIDE OF BUILDING ATTACHMENT MEMBERS TYPE FASTENOR 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBIUTIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d Uj ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL 5 BUILT-UP MEMBER FASTENING 6 RADIUS WINDOW FRAMING CHIMNEY FRAMING FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED STUD TO SOLE PLATE TOE NAIL 3-16d PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS S2.0 S2.0 S2.0 CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE LD QUICK TIE ANCHORING SPECIFICATIONS: JOIST/TRUSS TO PLATE TOE NAIL 2-16d CONT. HEADER TO STUD TOE NAIL 3-16d CONVENTIONAL ROOF FRAMING, PER CONVENTIONAL THE QUICK ANCHORING SYSTEM SHALL CONSIST OF GALVANIZED "AIRCRAFT" WIRE ROPE WITH THREADED STUD SWNEDGES FLOOR JOIST SCHEDULE CEILING JOIST SCHEDULE ROOF SCHEDULE BELOW. EACH END AS MANUFACTURED BY QUICK TIE PRODUCTS, INC. JACKSONVILLE FLORIDA. QUICK TIES SHALL BE ORIENTED CEILING JOIST TO ROOF RAFTER FACE NAIL 8-0.131x3" CONVENTIONAL t100R FRAMING: FLOOR FRAMING SHALL BE SYP#2 OR (2) ROWS OF 0.131x3' ALL ROOMS EXCEPT SLEEPING & ATTIC MAXIMUM SPAN BETTER. FLOOR JOIST SHALL BE SIZED IN ACCORDANCE WITH FLOOR JOIST UPLIFT CONNECTOR AND VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. QUICK TIES ARE TO BE INSTALLED AS DOUBLE TOP PLATE FACE NAIL OtY O.C. STAGGERED FLOORS - 30 PSF LIVE LOAD JOIST SCHEDULE, (AT RIGHT) UON PROVIDE RIM JOIST CONTINUOUS AROUND ALL 2-12d TOENAILS EACH 2x8 SYP#2 INDICATED ON PLAN AND THE ON CENTER SPACING PER SCHEDULE AT BOTTOM OF FRAMING PLAN. HARDWARE (SYP #2) 024" O.C. 016" O.C. OPENINGS IN FLOOR SYSTEM AND AROUND PERIMETER OF FLOOR. NAIL THE SIDE OF RAFTER. (1) A35 CLIP FRAMING NAILS (SIZES) FLOOR RAFTER RIDGE BEAM EA. RAFTER. NAIL SIZES SPACING MAX. SPAN " FLOOR JOIST TO THE RIM JOISTS w/ 6-16d NAILS. WHERE FLOOR JOIST V,"O (QT) & 3/a"O (QT3) SHALL HAVE A MINIMUM ALLOWABLE CAPACITIES OF 2850# AND 6540#, RECEPTIVELY. QT WIRE (SYP #2) 2 x 6 11 -9 12-9' BUTTS INTO BEAMS AND ARE NOT SUPPORTED FROM BELOW BY WALL OR ROPE SHALL BE PRE-TENSIONED TO ELIMINATE THE CONSTRUCTIONAL STRETCH AND RELAXATION INHERENT TO ALL NAIL NAIL SIZE NAIL NAIL SIZE 12 10'-9" 2 x 8 15'-0" 17'-0" BEAM, USE 16go FACE MOUNT JOIST HANGERS SIZED TO MATCH JOIST AND HELICALLY-LAID WIRES AND STRANDS. THE PRETENSIONING FORCES REQUIRED AT INSTALLATION SHALL BE AS RECOMMENDED REF. REF. REFER TO HARDWARE INSTALL ACCORDING TO THE MANUFACTURERS SPECIFICATIONS (FILL ALL NAIL 2x6 SYP#2 AT 24" O.C. BY QUICK-TIE PRODUCTS IN ORDER TO YIELD A RESIDUAL TENSION EQUAL TO THE ABOVE NOTED ALLOWABLE CAPACITIES. " � " CHART THIS SHEET 2 x 6 16 g'-g" 2 x 10 19'-0" 21'-6" 8d. 0.131 x 2-/2 12d. 0.148 x 3-/4 HOLES). PROVIDE SOLID BLOCKING NAILED THROUGH JOIST INTO END OF $-0.131x3" COMMON FOR NAIL SIZES ., 2 x 12 23'-3" 26'-3" 24 8-6 BLOCKING w/ 4-16d NAILS IN SPANS AS FOLLOWS: 4-16d TOE NAILS AT EA. END OF CEILING QUICK 11E INSTALLATION REQUIREMENTS ALL QUICK TIE ANCHORAGE SHALL BE INSTALLED BY A FACTORY TRAINED AND tOd. 0.148 x 3" 16d. 0.162 x 3-'/2" ATTIC DESIGN CRITERIA: CEILING JOISTS PER TABLE EACH RAFTER TO JOIST TO ROOF RAFTER LICENSED INSTALLER. QUICK TIE MUST BE TENSIONED ACCORDING TO THE DIMENSION INDICATED ON TAG ON EACH QUICK TIE 12 14'-2" 10 PSF DL, 15 PSF LL 1. SPAN < 12' - BLOCKING NOT REQUIRED AT RIGHT w/ 8-12d COMMON DOUBLE TOP PLATE TYP AND INSTALLED ACCORDING TO MANUFACTURERS INSTALLATIONS INCLUDED IN EVERY BOX OF QUICK TIES. (TYP)2 x 8 16 12'-10" PROVIDE SOLID BRIDGING AT 2. SPAN 12'-18' - (1) ROW WIRE NAILS EA. END INTO 24 11'-0" MAXIMUM SPACING OF 8" O.C. 3. SPAN > 19' (2) ROWS RAFTERS. (TYPICAL) DDE DRAWL G DIF A DI EM 12 18'-0" AND AT JOIST BEARING ENDS •:t • 2x6 SYP#2 CEILING JOIST °°o:° Awc�i��E�o� THREADED ROD ANCHORING SPECIFICATIONS: NOT NAILED TO ROOF RAFTERS. RIM BOARD. CONTACT THE EO.R 2 x 10 16 16'-1" THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF '/2"0 A307 THREADED RODS, ORIENTED VERTICALLY AND 24 13'-1" WHEN USE DETAIL C ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY BE USED IN CASES WHERE ONE 12 21'-9" (1) H3 CLIP EA. END OF JOIST. DIED SPECIFIED ON CONTINUOUS ROD IS UNFEASIBLE. RODS ARE TO BE INSTALLED AS INDICATED ON PLAN AND THE ON CENTER SPACING PER FLOOR JOISTS PER _/ SCHEDULE AT BOTTOM OF FRAMING PLAN. ABOVE THE TOP PLATE, PROVIDE A 3"x3"x'/4" OR 3"x3%/a" PLATE WITH 11/2"0 2 x 12 16 18'-10" CONVENTIONAL ROOF SCHEDULE TABLE AT LEFT. WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYPICAL) 24 15'-5" ASPHALT SHINGLE CONCRETE TILE t r DATE ROOF RAFTER UPLIFT CONNECTOR 0 CONVENTIONAL ROOF FRAMING: 08.28.07 AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/4" LARGER THEN THE DIAMETER OF THE THREADED ROD ' SEE CONVENTIONAL FLOOR FRAMING IN (S.� #2) MAXIMUM SPAN MAXIMUM SPAN 1. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ANCHOR WALLS TO FRAMING w/ MTS30 AT 32" O.C. USED. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. RODS MAY BE SLANTED FROM TRUE CONSTRUCTION SPECIFICATIONS. 024" O.C. 016" O.C. 024" O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS ROOF FRAMING, SEE LEDGER BOARD DETAIL 16/52.1 WHEN OVERFRA ALL FALSE DORMER OVER ROOF TRUSSES DESIGN/DRAWN VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN OF A 2 x 6 9'-6" 11'-6" W-6" 9'-9" (1)H3 4g 4-12d TOE NAIL (1)A35 R 4-12d TOE NAIL FOR ATTACHMENT OF OVER FRAMED RAFTERS TO MAIN PROVIDE 2x4 BLOCKING BETWEEN TRUSSES 016" O.C. LAP MRG RAFTERS. FASTEN BLOCKING EACH END w SIMPSON A35. STANDARD WRENCH (APPROXIMATELY 30 ft.-lbs. OF TORQUE). DUE TO SHRINKAGE AND OaON OF BUILONd6; 2 x 8 13'-0" 15'-0" 11'-6" 13'-0" (2)83 � 8-1ed TOE NAIL (2)A35 SIB 8-1ed TOE NAIL / CHECKED CONIRAC'110R SHALL RE-IRNM NUT TO 30 R-Ibs. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR 'IID INSULATION. FURTHER IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT .THE ROD NUTS MAINTAIN THIS TIGHTENING 2 x 10 16'-6" 19'-0" 13'-9" 17'-0" (1)MTS12 (2)A35 2, WHEN USING TWO H3 CLIPS ON DBL, WIDE LUMBER, SAP AFTER DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR OCCUPANCY. 2 x 12 19'-0" 23'-0" 16'-3" 19'-9" (2)MTS12 (2)A35 PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE SHEET FROM EA. OTHER. ALL THREADED RODS SHALL BE DRILLED AND EPDXY ANCHORED, PROVIDE A MINIMUM EDGE DISTANCE (MEASURE FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT S2mC FOR MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL, CMU, AND-ICF INSTALLATIONS. $ CONVENTIONAL FRAMING DETAIL AND SCHEDULE MIEN s DORMER ROOF FRAMING S2.0 OTED S2.0 i \ D 6" MAX-►}--"- 6" MAX WHERE ANCHOR IS / \ FULL HT ANCHOR TERMINATES SPECIFIED ON PLAN PLAN IXI A ic; Fr TRUSS UPLIFT TRUSS UPLIFT TRUSS UPLIFT AT UPPERMOST TOP PLATE ADJ. TO GIRDER/BEAM s' IF i / CONVENTIONALLY STRAP 8(}• Y LOCATE ANCHOR WITHIN PLATE I I WHERE MAX. ANCHOR w/ NUT AND WASHER. 6" OF POST. Li CONNECTOR PER CONNECTOR PER TO STUD CONNECTOR PER I SPACING IS EXCEEDED PLAN & SCHEDULE. PLAN & SCHEDULE. CONN. PLAN & SCHEDULE W ) FULL HT. DOUBLE FULL HT, SOLE PLATE ^, FULL HEIGHT FULL HEIGHT \ / ANCHOR TOP PLATE. ANCHOR THREADED ROD QUICK TIE FASTEN SHEATHING TO LOWER / ! ( I I I I I ! ROUGH OPENING ROUGH OPENING TOP PLATE.PER EDGE NAILING / I ( I I I �jPOST, PER I WALL STUD ORTrI SEE ARCH. SEE ARCH. REQUIREMENTS. ADD 8d ® 6" I I I I I I PLAN I WALL STUD POST 3 MAX. SEE 4/S2.0 FOR ATTACHMENT OF L o u P o n t i g o NOTE 3 O.C. TO UPPER TOP PLATES i� I I I 1 i I 1 1 WHEN FULL HEIGHT ANCHORS � - '� I I I ( I I ( { 8 OR POST. QUICK ONLY IF E SING DROPPED HEAD FRAMING (TYP) ASS 0 C 1 d t E S, STEEL COUPLER ARE > s'-o" o.c. I I I I I I 1 I LOWERED HEADER �2AISED HEADER SOLID BLOCKING 4960sceolaAven (OPTIONAL, LOCATE AT TOP PLATE ELEVATION AS NEEDED) FLOOR TO FLOOR I 1 i i i i lwirrIN FLOOR < . O UPLIFT ANCHORING SYSTEM UPLIFT ANCHORING SYSTEM Plax. 2428-e 9081Fax.24 STRAPPING I I I I I I I(TYP) I e A FL:CA#8344 SC CA C s• ' CONN. STANDARD UPLIFT HIGH UPLIFT i I I ► FLOOR TRUSS OR JOIST I 1 I FULL HT. \ I� -1- I I- -- -. ANCHOR LABEL <sos we,PER coMMON tauss <1210 we,PER COMMON MM NTACT us WITH YOUR C FLOOR FLOOR FLOOR RAISE WALL SHEATHING \ FULL HT. I ! { ! ! I I ! ( OMMENTSC�LP FRAMING FRAMING FRAMING '/z" FROM BOTTOM OF \ ANCHOR I I 1 AT SILL PLATE ATTOP PLATE ® 20ga STRAP ® 32 O.C. 20ga STRAP ® 16' O.C. ( 1 I AT OPENINGS > 4'-2", 1 ( �- SOLE PLATE. \ TERMINATES I I I ATTACH TOP PLATE TO I �IPOST TO I 2090 STRAP (3) 2090 STRAPS i AT FLOOR HEPIC�' I ! HEADER WITH LSTA12 ! I I IPOST ABOVE I FULL HEIGHT ANCHOR w FULL HEIGHT W I THREADED ROD FOUNDATION, FOUNDATION, PLATE FOUNDATION, ► I I I BENT OVER w 5-10d i I I FULL HEIGHT ANCHOR INSTALLATION CHART PER PLAN. PER PLAN. TO STUD PER PLAN. I JUEMBEDMENT I I I 1 INTO TOP PLATE AND ( I I I I » PROVIDE 5/e"0 ROD OR QT3 OR (2)'/Z"b THREADED ROD OR L U I S A PORI CONN. i " SEE 3/S2.1 I 5-10d INTO HEADER. I I I I FULL HT. A B C @ E F (2) QT. PLUS HTT20 AT BASE CONNECTION KING STUDS TO \ 2 MIN. , I I I I I i t I ! ANCHOR TOP OP SILL PATE CONCRgTE Wqq HEER EMBEDMENT gpGE FOUNDATION. ALLOW THE FULL HEIGHT ANCHOR TO SKEW HOLE HOLE HALE SEC. DEPTH DISTANCE AVOIDING THE HTT22 AT BASE. I 7/-$-.0 � Y 5 " 9/16"o " � Y N N N \ / I OT /e 0 /e 0 /,6 0 3x3x/4 4" 4 2 3 THREADED ROD QUICK .TIE CONVENTIONAL \� �� I I I I 1 QT3 1"0 '/,"0 '/e"0 3x5'/2x'/z" 63/4" 63/4" 2" 3" N- FULL HEIGHT ANCHOR FULL HEIGHT ANCHOR STRAPPING SEE TABLE AT RIGHT 20g0 STRAPS SHALL BE BENT MIN. 3" OVER AND FASTEN TO DBL. TOP E L P E IW FOR EPDXY ENBEDMENT 6"MAX. FROM SOLE PLATE ANCHORS FOUNDATION NOT SHOWN '/2" ROD 3/4"0 3/4"0 '/4"0 3x3'/2 x'/z" 6" 12" 2" 3" PLATE WITH 5-10d. FASTEN OTHER END TO HEADER/JACKS WITH 5-10d. PER SCHEDULE ON PLAN.. VALID ONLY V AT SOLE PLATE AND EDGE DISTANCE.. KING STUD '/e" R00 1"0 '/e"0 '/e"0 3x3'/2 x'/z" 6" 12" 2" 3" MONO STEM MONO STEM UPLIFT ANCHORING SYSTEM SIGNATURE IS IN E IF SW-1 IS SPECIFIED EACH SIDE OF OPENING, 4 HEADER STAFFING DETAIL AND RAISED 1 ALTERNATE ANCHORING SYSTEMS 2 SHEATHING NAILING DETAIL PROVIDE FULL SHEATHING ABOVE WINDOWS, AND 3 FULL HEIGHT ANCHORING SYSTEM WHEN VS2,101 ANCHORING SYSTEM SELECTION PER 1/S1.1 S21 NAIL WITH 8d 0 3" O.C. EDGE AND FIELD. S2 1 IF CONVENTIONALLY STRAP, SEE DETAIL 1/S1.1 OTE, S2.1 ► /LjIONS ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS: (1) t/4» Q.T - BOT. CHORD w/ 0.1310' 0 3" O.C. OR O ROOF FASTENED TO SHEATHING w/ 8d 0 3" O.C. (1) 1'/s" ROD Re � TRUSS, ATTACH SW SHEATHING TO ADJACENT { I 2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS. BLOCK ALL PANEL EDGES. X-BRACE ( A O.C. FASTENED TO TOP ROOF TRUSS. " NAILING TO MATCH SHEARWALL FOR DIAGONAL PLATE w/ 4-0.131x3" 11'/4 BOTH ALTERNATE B AND C. SHEATHING FASTENED TO C SHEATHING. PERP. I COMMON. MAX. TOP PLATE w/ 1 O 0 3" O.C. TRUSS 2x4 HORIZ. I I II� III A (2) t/4» Q.T BOT. MEMBER I I OR FIELD ALTERA CHORD. -I---------- ----------- ----------- (2) 1'/Y" ROD E6M5 0 6" MIN. o16" MAX. ----- ----- -- --- O O 2x SYP#2 CONT. ATTACH (30-16d 1----_ `---- --- -- tt;CONTRACTOR SHSOAr�i�nt FASTEN CATS EACH END w/ 0 EA. A I!! III 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS VERT I 1 MAKING ANY STRUCTUR w/ 0.131x3" 0 3" O.C. EDGE OF 4-i 6d I I ROM*THE ODIFICA INTENT OF THE SHEARWALL OR 2x MAY OVERHANG TOP PLATE. SHEARWALL �� TYP. SHEARWALL \ \ ( ) 2x4 BLOCKING i i s EXTERIOR WALL \ (2) /a Q•T CONSTRUCTION NS MA E 0 � QUICK TIE SC35F B QR FIELD ALTERNATIONS MAD ALTERNATE A ALTERNATE B ALTERNATE C A��e 4-16d w/ 12" O.C. SHEARWALL Q$ i i a BEING APPROVED NAL N�IAv� MITER GLASS `2) /e ROD c • (NP) HEAD FRAMING. SW-1. SW-2. SW-3 SW-1 AND SW-3 SW-'L A��pNALENGINEER ROOF FLOOR DECK 10d ®4"o.C. A ` \\ DETAIL A THREADED ROD CONVENTIONAL CONVENTIONAL 3 » INSPECTION FEE' /y OSB DIAPHRAGM FASTEN TO TRUSS. M71 NAILER w/ (1) ROW 8d 0 3" O.C. OR a Q•T FASTEN TO TOP PLATE w/ (2) ROWS __ AQ- FULL HT AW"S QA - UPPER TO LOWER STUDS QA - UPPER TO LONER POST 2 /s ROD OF Sd ® 3" O.C. '/�8" OSB # SW-1: 1 O a • BLOCKING A. PROVIDE 2x4 SYP 2 UPRIGHT FROM TOP O 3/a" OR (2) '/2"0 ROD SW-1: (3) CS16 STRAPS HHDQ11 w/ 1"0 THREADED ROD e" MIN • Z • BLOCKING SHEARWALL NOTES: TO BOT. CHORD OF TRUSS AT EA. X- ACE SW-2: (2) Ve"O ROD SW-3: (2) CS16 STRAPS 2x4 SPFPANNEL FLOOR (IF VERTICAL IS NOT PRESENT) SW-3: (1) '/2"0 ROD �- FOUNDAT�N ANt�IOR / 1. ANY ALTERNATE MAY BE USED AT ANY SW, EXCEPT AT SW-2. USE ALT. D. B - END STUDS TO FOUNDATION HHDQ11 SYP 2 2x4 NAILER FASTENED ALL AROUND FRAMING SHEARWALL Q� # MITER GLASS SW-1: HTT22 OR PHD6 B. 2x4 SYP#2 HORIZ. MEMBER w/ 16d 0 TO TRUSS BOT. CHORD w/ 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES, HEAD FRAMINGY SW-3: HTT16 OR PHD2 NOTES: 4 O.C. TO BLOCK BELOW. MEMBER LENGTH (2) ROWS 0.131x3 ® 3Y O.C. . L CORNERS, TEES, JACKS, AND KING STUDS CAN BE USED AS S2.1./ INTERIOR 3. WHEN SW IS PERPENDICULAR TO ROOF TRUSS SEE DETAIL 6 SHALL BE AT LEAST 8 BUT NO LESS THAN REQUIRED STUDS WHEN LOCATED ADJACENT TO FULL HT. ANCHOR. �. SW-2 SHEARWALL. THE LENGTH OF THE SHEARWALL. 5-16d NAILS C. 2x4 BLOCKING BETWEEN TRUSSES ALONG 2. SHADED STUDS ONLY REQ'D WHEN USING QUICK TIE SYSTEM. ALTERNATE D ALTERNATE E (TYPICAL) TOP AND BOT. CHORD, w/ 4-12d TOE NAILS A. 3. INDICATE ALTERNATE LOCATIONS, EA. END (TYP) O Uj 5 SHEARWALL ATTACHMENT AT ROOF FLOOR WHEN 6 LATERAL TRUSS X-BRACING 7 TYPICAL SHEARWALL ELEVATION s SHEARWALL END STUDS CONFIGURATIONS Q S2.1TED S2.1 S2.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. S2.1 MINIMUM 2-PLY TRUSS WALL SHEATHING TYPICAL HIGH UPLIFT ALTERNATE DETAIL SCHEDULE THREADED ROD 8d COMMON WIRE NAILS ` (2)HTS16 ANCHORING SYSTEM 2x4 BLOCKING BETWEEN EA. TRUSS. DETAIL CONNECTOR FASTENERS TO CONN. UPLIFT FULL HT. TO BLOCKING 0 3" O.C. / \\ ATTACH AT EACH WALL STUD w/ 3-16 TRUSS/LVL HEIGHT CAPACITY ANCHOR NAILS AT EA. FRAMING INTERSECTION. 9A PHD5 14-SDS '/4x3" 11'/2' 4685 %"0 OR QT3 '/z" PLYWOOD / 9B HTT16 OR QHD2 18-16d 16" 3480 %"0 OR QT3 SPACER BETWEEN I (MIN. OF 6-16d BETWEEN EACH TRUSS) 9C HTT22 32-18d SINKERS 22" 5250 '/e"0 OR QT3 (4)MS24 IMEMBERS. W ) 9D SEE DETAIL SEE DETAIL 12" 6371 1 6/e»4 OR QT3 QT OR 1/2"0 ROD WALL STUDS WALL STUDS 9E SEE DETAIL SEE DETAIL 6" 7920 '/2"0 OR OT MSTC66 ON TOP OF 8d COMMON NAILS AT 16" O.C. AT 16" O.C. 9F HD08 20-SDS '/40 14" 6325 '/e"o BUILT-UP TRUSS AND DOWN PLAN VIEW AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, OUTSIDE FACE OF POST. FASTEN TO ROOF FRAMING BELOW 9G HHDQ11 24-SDS '/4x2'/2" 18'/4" 11445 1"0 POST, QHD2 OR HTT16 PERPENDICULAR TRUSS w/ 4-12d NAILS AT EACH RAFTER. 1"0 9H HHDQ14 30-SDS '/4x2'/2" 21'/2" 14700 SEE PLAN' ROOF SHEATHING MINIMUM 2-PLY n LVL OR TRUSS OF 12d�AT AI OVERFRAME RAFTERS, SEE PLAN. CONNECTOR, PER �" TRIM OVERHANG 2 O.C. VERT. LL MINIMUM 2-PLY TABLE ABOVE. ii ROOF TRUSS ROOF TRUSS LVL OR TRUSS DETAIL 8D FOR PLACEMENT II ;; WALL OF STRAPS !! •• SHEATHING SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER DBL TOP PLATE I .. I•I SIMPSON H3 w/ 10-8d COMMON TO EACH STUD, PER ATTACH TO EACH STUD, 6' STUD WALL FRAMING NAILS FROM RAFTER TO LEDGER THESE STRAPS SCHEDULE BELOW PER SCHEDULE BELOW. Q MINIMUM QGT AND LEDGER TO ROOF MEMBER. 2-PLY V (2) HTS20 " •• w/ 2x SOLID BLOCKING 2x4 SPF#2 MAY BE OMITTED TRUSS (AVOID NAILING - AT SHEATHING EDGE BLOCKING WHEN OVERFRAME A-SINGLE LEDGER B-DOUBLE LEDGER FROM OPP. SIDE) 8d COMMON WIRE NAILS i \ RAFTER LENGTH TO BLOCKING 0 3" O.C. N AJ T. TO BOTH H3 ABOVE VERTICAL VERTICAL TOP PLATE= \ PRODIDE MTS12 LESS THAN 4'-0" / Qg. CS16 DIRECTLY REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING, FULL HT. -0"0 ROD OF QT3 BUILT-UP ROOF MEMBER. BETWEEN OVERFRAMING RAFTER6-/4"0x6"1 1 0-775 2x6 w/ 5-0.131x3 1850-2345 2x8 w/ SDS SCREWS BUILT-UP POST, ANCHOR 4 HTS16 EA. SIDE OF TRUSS POST -O"0 ROD W ) AND ROOF MEMBER. 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w 8-' " ' SEE PLAN FOR ATTACHMENT ( ) AT FOUNDATION (2) EA. SIDE QT OR i/2"0 ROD OR QT3 ROOF TRUSS \ / 10-0.131x3" / /4 0x6' SDS SCREWS / 12 w/ 12-0.131x3" OR JOIST \ i�FOR PERPENDICULAR 1540-1850 2 LOW HEEL RAISED BEAM AT END TRUSS CONNECTION BUILT-UP P POST, TRUSS CONNECTION SEE DETAIL 8 ABOVE. TYPICAL CONNECTION SEE PLAN. QHD2 OR DETAIL 9J WALL CONNECTION CONTINUOUS 2x6 SYP#2 PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT HTT16 DETAIL 9H LEDGER FASTEN WITH ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. LEDGER A NOTES: WHERE A LEDGER IS INDICATED LD DETAILS 9A. 9B. 9C. 9F x 5-0.131x3" EA. STUD. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT PARALLEL TRUSS ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE z DETAIL 9E DETAIL A ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 6j s HIGH UPLIFT TRUSS/BEAM CONNECTIONS N 10 WALL ADJ. TO ROOF CONNECTION 11 DECK LEDGER AT OVERFRAME RAFTERS M 12 LEDGER CONNECTION S2.1 TED S2.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF lED S2.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. OTE, S2.1 TRUSS TO LEDGER CONNEC ION BY TRUSS O AND WALL SHEATHING AND STUD FRAMING. ENGINEER, NOT SHOWN FOR CLARITY U DET DBL. TOP PORCH HEADER, z A SHEATHING CONT. PLATE SEE PLAN. AT GIRT/VERT w v JOINT. BLOCKING ABOVE cr N Q t i DBL. TOP HEADER TO UNDERSIDE 2x SPF RIPPED TO ! PLATE OF TOP PLATE. IF NO JACK STUD IS INSTALLED Lj\_FIT ARCH. DEPTH CH EE THEN FASTEN w/ SC35F ON INSIDE REQUIRED. HEADERDROPPE,S ERPLAN. FACE WITH 6-12d TOE NAILS T&B. DETAIL A _-]FMIN. (2)2x4 BELOW. OPTION A THESE DRAWING.CALE IF A.� 2x6 OR 2x8 T&B TO UNCLEAR R[FM TO DET MATCH WALL THICKNESS ARCHITECTURAL DRAWI B w/ 12d 0 8" O.C. (TYP) DBL. TOP PORCH HEADER, CONTACT THE BO 2x SPF RIPPED TO PLATE SEE PLAN. MIN. (2)2x4 BELOW. FIT ARCHITECTURAL PECIFIED DEPTH REQUIRED. o� WHEN U DETAIL O'�p S SHEATHING CONTINUOUS Q DATEUj AT GIRT/VERT JOINT. SIMPSON HUSC28-2 HANGER 08.28• w/ 6-16d TO HEADER AND 6-16d TO WALL FRAMING. , HEADER, PER PLANLAP/MRC TAI OPT10N B CHECKED LAP SHEET 0NO go-09 X BEAM FRAMInCO�E�N ,4 PORCH BEAM FRAMINGI/CONNECTIONS SZ OF MEMBERS TO MATCH WIDTH OFFRAMING 0 S21 OPTION A QR C MAY BE USED IN LIEU OF OPTION B AT CONTRACTORS DISCRETION CMU/CONC. BOND BEAM AT 8x8 PRE-CAST LINTEL, SEE TOP OF WALL, SEE 17/S2.2/ 4/S2.2 FOR OVERALL LINTEL DEPTH AND REINFORCING. 8" CMU WALL 8 AS PER PLAN JAMB REINF. TYPICAL WALL SEE 2/S2.2 REINF. SEE -7- Lou PontiSo and SCHED. ON PLAN. FOR OPENING OVER 4'-4- FOR OPENING TO 4'-4" OPEN BOTTOM Him Associates, Inc. TO 9'-4" WIDE, PROVIDE WIDE. PROVIDE 1-#5 1-#5 VERTICAL EACH LINTEL BLOCK, �25" LAP MIN.. SIDE OF OPENING. OF OPENING. 0 SPACING INDICATED 2-#5 VERTICAL EACH VERTICAL EACH SIDE CORNER, INTERSECTION, OPEN BOTTOM WITH 2-#5 TOP It 00 0 3-#5 VERT. Jill. LIN TEL BLOCK, & BOTTOM 496 Osceola Avenue WITH 2-#5 TOP lax,Beach,Florida 32250 ON PLAN OR SCHED. C4 ... . I I Ph.242-0908 Fax.241-9557 A & BOTTOM FL CA#8344 S0 CA#3579 ALL OTHER 4 4b OPENINGS ROUND CMU SQUARE CMIJ SQUARE CMU PILASTER PILASTER 8" CMU WALL. 7 a. PILASTER V 8x1 2 CMU NOTES: C6NTACT US WITH YOUR CONMWIS 12"0 THRU 2eO USING PILASTER BLOCK BUILT OF 806 BLOCK m m m -A.COM-/ TYPICAL WALL in 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. \COMMENTS@LP _j _j _j REINF. SEE C4 12"0 - 2-#5 8"xa" - 2-#5 WALL ELEVATION SCHED. ON #5 HORIZONTAL TIE BEAM LaL=1 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS, 14"0 - 2-#5 12"xl 2" 2' #5 16%16" 4-#5 PLAN. REINFORCING (ONLY ONE (SEE PLAN 3) PROVIDE 8- BEARING EACH SIDE OF OPENING. 16"0 - 4-#5 14'*X14" 2-#5 FOR 4) GROUT LINTEL SOLID. 18"0 - 4-#5 16"xl 6" 4-#5 20"x2O" 4-#5 HOOK VERTICAL WALL REINF. AT BAR SHOWN FOR CLARIT #I 18"xl 8" 4-#5 DESIGNATION) 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. 20 0 - 4- 5 L U 15 A PONT4 TOP OF WALL INTO CONC. TIE �5 20"x2O" 4: 5 24"x24" 8-#5 09AM ON OMW 10ND 09AM, IF 22"0 - 6- a 24 0 6-#5 22"x22 5 , z WALL TERMINATES AT STAB, ELM VIEW 61 121C 24"x24 8- 5 t� _j HOOK REINF. INTO SLAB. WINDOW/DbbR' OPENING 0 (All a. z V) Hui z 0 w �_: F L PE 0 5331 ' V) U) Z Uj FILL ALL CELLS SOLID a-C) 0 Q. w 0 V) WITH GROUT THAT VALID ONLY WHEN REQUIRE VERTICAL r2N\ CM t"3� TYP TAL/CORNER SPLICE TYPICAL CMU LINTEL VMEN 5 TYPICAL SIGNATURE IS IN BLUE INK Z REINFORCING AND ALL---\, Uj z U JAMB REINFORCING ICALHORZON < 0 \..��BEDSEA�L CELLS BELOW GRADE. �.�_2 S2.2 0 JOINT REINF. 0� C==> V) REVISIONS DA`Ii� 0 AT 16" O.C. z zo I�Vj F] a. 0 L) Li ROOF SHEATHING PER Z Li Uj V) 0 00. CONSTRUCTION SPECS. _j U V) =C==> z SEE LEFT FOR INFORMATION FOR ATTACHMENT OF DIAPHRAGM < ROOF TRUSSES NOT SHOWN, AND SEE 1/S2.0 PROVIDE DBL. 2x4 SYP#2 BLOCKING z OR JOIST. DWLS. TO MATCH FOR BLOCKING REQ'D WHEN BETWEEN FLOOR TRUSSES. ATTACH- 0 ADDITIONAL ANCHORS ARE REQUIRED AT TO DBL. LEDGER w/12d COMMON 0 VERTICAL REINF. TRUSS HEEL < 1'-0". (TYP. U.N.O.) CONT. SILL PLATES. SEE CONSTRUCTION AT 4" 'O.C,. STACCARD. CONVENTIONAL ROOF FRAMING, SPECIFICATIONS FOR SIZE AND SPACING. T PLAN SECTION CEILING JOISTS PER SCHED. SEE ROOF FRAMING PLAN OR 0 'rFIELD ALTERAMON F-:0 CLEAN OUT HOLE 1 Od 0 24" 0.C. SCHEDULE 9/S2.0. a-w(n BELOW w/ 8-12d COMMON <wz AS REQUIRED. (1) ROW w FLOOR DECK, SEE WIRE NAILS EACH END INTO 0 _j In 0 a_ TYPICAL WALL FRAMING 10d 0 4" 0.C. CONTRACTOR SHALL CONTACT LOU - 0 -AND ANCHORAGE PER CONST. S ECS. RAFTERS. (TYPICAL) FLOOR DECK, SEE PONTM&ASSOCIATES PRIOR TO WALL FOOTING CEILING SEE ARCH. 8xI6 BOND CONSTRUCTION SPECS. 8x16 BOND BEAM w/ MAKING ANY STRUCTURAL REM SEE PLAN. CONST. SPECS. MODIFICATIONS WHICH MAY VARY BEAM w/ _1-#5 T&B CONT. FROM THE INTENT OF THE ORIGINAL 1-#5 T&B CONT. RIBBON CONSTIRUCTION DOCLh4e4M ANY 1jGH HT, GROU11NO N07M, CONT. TYP. BOARD (TYP) FLOOR TRUSS DRYWALL CEILING, SEE ARCH.J F WALL SECTION B PPROVED BY LOU PONMO 1. MAXIMUM GROUT POUR HEIGHT SHALL TYPICAL P.T. PLATE OR JOIST. ASSOCIATES MAY RESULT IN BE 12'-0". 2x8 P.T. SYP#2 CMU WALL, SEE -FLOOR TRUSS OR JOIST.- CEILING JOIST ADDITUsIAL ENGINEERW OR INSPECTION FEES. w/ 1/2 0 x10" A.B..] FRAMING SCHEDULE LOW HT. GROUTING NOE& OR WALL REINF. SOFFIT SEE ARCH. I PLAN FOR TYP. NON-STRUCTURAL, CE 2. IF HIGH LIFT GROUTING IS USED, REINF. OR A (2)2x8 P.T. SYP#2 L FLOOR TRUSS 1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT 1/2"o THREADED ROD SHEATHING VERTICALLY TO DRILLED & EPDXIED LEDGER w/ 5/8"x8m OR JOIST. JOIST MAXIMUM SPAN BAR SIZES #3 THRU #5. HOLE IS REQ'D AT CELLS WITH REBAR. DRILLED & EPDXIED TOP OF TRUSS AS SHOWN. 2x4 SYP#2 DIA. & HORIZ. THREADED ROD ANCHORING. A.B. AT 24" O.C. (2)2xl2 P.T. SYP#2 (SYP #2) 024" O.C. 016" O.C. w/ 8" EMBEDMENT AT PROVIDE 2x4 BLOCKING AT BRACING 0 24' D.C. SYSTEM SEE CONST. -SPECS. 2 x 6 1 V-9" 12'-9" 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS 24" D.C. w/ 2x2xl 2" HORIZ. JOINTS. BETWEEN OUTER WALL -LEDGER w/ 5/s"0x1O" BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. PLATE WASHER. FIRST INTERIOR TRUSS. 8x16 BOND BEAM w/ A.B. 0 16'. O.C., 2 x 8 15'-0" 17'-0" TOE NAIL EACH END 1-#5 T&B CONT. STAGGERED 2 x 10 19'-0" 21'-6" 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL w/4-12d NAILS (TYP) 2 x 12 23'-3* 26'-3- NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED TRUSSES WITH FLOOR FLOOR CELL SIZE. CELL SIZE. FLOOR FLOOR ATTIC DESIGN CRITERIA, HEEL 1'-0" PARALLEL PERPENDICULAR PARALLEL PERPENDICULAR 10 PSF DL, 15 PSF LL_ TYPICAL WALL REINFORCEMENT R OOF AND WALL FRAMING t'7"\ FLOOR TRUSS/2nd FLOOR FRAME WALL WALL/FLOOR LEDGER CONNEC110N_ CONVEN11ONAL RAFTER VS 2.2_1 VMEN �.2 \,S2.2,/ 0 S2.2 FOR INFORMATION NOT SHOWN, SEE 17/S2.2. TYPICAL CONNEC71ON DETAIL SCHEDULE *DRILL & EPDXY ANCHOR THESE CONNECTORS w/12" EMBEDMENT INTO SIMPSON FASTENERS TO CONN. UPLIFT GROUT FILLED CELLS 1'/2" VERT. EDGE DIST. SIMPSON MOHA 8x1 6 BOND DETAIL CONNECTOR TRUSS/LVL HEIGHT CAPACITY 5/8"0 ROD 0 14A, 14B, AND 14C 14A PHD5* 14 TO TITEN SCREW. FASTENED TO STD. 90' HO BEAM (TYP) -SDS '/,x3* 11/2 85 7/6"0 RODS MASONRY WALL 4B HTT16* 18-16d 16" 3480 T&B w/1-ATR 14C HTT22* 32-16d SINKERS 22" 5250 SIMPSON HUWO 14" 8325 . . . . . . . . . . FASTENED TO CMU 3/,"x8 EMBEDMENT . . . . .. .. .. . . . . . . . 4 _f4Dj_TfD_Q8- j20-SDS 1/4x3 WALL w/18--&,"x23/4" AND TO JOIST 01 1:f CONNECTOR, PER Uj . . . . . . . . . . . . Wi MIN* 2-PLY S TR w/ TITEN SCREWS AND TO w/18-10d NAILS. 0: LVL OR TRUSS I JOIST w/10-10d NAILS. . . . . . . . . . . . . . . . TABLE ABOVE. 18-SDSI/4x3 TO 8x16 BOND 16d TOE NAILS 0 8" 8" CMU WALL. SYP#2 TOP 2x8 P.T. SYP#2 GIRDER TRUSS AND BE M (TYP) O.C. FROM BOT CHORD PLATE TOP PLATE 2-1/2"Ox5" TITEN HD. I TT , V I . . . . . . . . . . OF TRUSS TO DBL. WHEN QQWUIS SPEC. CONNECTOR A CONNECMR A _ .*.,.,.,If.,.-k. . . . . . ..I TOP PLATE. 18" 8x16 CMU BOND ON PLAN, PROVIDE THIS . . . . . . . . .. �..,1. =Y. i SIMPSON HUC410 SIMPSON IMBHA . . . . . . . BEAM w/ 1#5 T&B., CONNECTOR ASSEMBLY LD SEE PLAN. ON BOTH SIDES OF 1/2 6" . . . . . . . . . . . . . . . . . . FASTEN 2x8 P.T. SYP#2 LVL/TRUSS. CONNECTOR NOTES: CS16 PROFILE . . . . . . . . . .I. . . 1 . . . . . 1. CONNECTORS TO BE ATTACHED TO FULLY GROUTED CMU WALL. SIMPSON CS16 WINDOW/DOOR BUCK TO 8" TYPICAL CONNECTION LOW HEEL TRUSS CONNECTION S TRAP 0 24" D.C. CMU w/ '/4"Ox23/4" TAPCONS 2. ATR IS ALL THREADED ROD. BENT AROUND WD. 0 24" D.C. INSTALL 3 MIN. DETAILS 14A.14B.14C.14D- DETAIL liG_ L r_ PLATE, SEE RIGHT EACH SIDE. TYPICAL UPUFT CONNECTOR SCHEDULE AT CMU WALLS FOR PROFILE. 3. MBHA SHALL BE INSTALLED w/ATR USING SIMPSON SET SEE SO.0 FOR x V SUPPORT EPDXY-TIE 6-/," MIN. EMBEDMENT REQUIRED. ATIR TO BE 3 it N SIMPSON ALLOW. TRUSS FASTENER NOTES 8" LONG, GRADE A307 OR BETTER. NOT SHOWN. \-2x8 P.T. SYP#2 CONNECTOR UPLIFT PLIES WINDOW/DOOR BUCK SINGLE PLATE H3 455 1 PLY (4) 8d TO PLATE & (4) 8D TO TRUSS 4. SKEWED CONNECTOR OPTION IS AVAILABLE FOR BOTH HUC410 8x16 BOND BEAM w/ SINGLE PLATE (2) H3 910 1 PLY CONNECTOR MUST BE ON OPPOSITE SIDES OF PLATE. AND MBHA. INSTALLATION IS SIMILAR TO DETAILS ABOVE. 1-#5 T&B CONT. PLATE & CMU HTSM20 & H3 1630 1 PLY (4) '/."x2`/�"1TITEN SCREWS TO CMU & (8) 10d TO TRUSS. #5 VERTICAL TO TOP ADDITIONAL FRAMING AND NAILING, C' I CMU WALL I (2)HTSM20 1 2350 1 1 PLY FASTENERS MUST BE ON OPPOSITE SIDES CC PLATE. OF BOND BEAM STEP. S E SO.O FOR REMAINDER OF U. X-BRACING INFORMATION. PLATE & CMU LGT2 & (2) H3 2690 2 PLY LPT2-(7) '/4"x2'/," TITEN SCREWS TO CMU & (16) 16d SINKERS WHEN 10 MASONRY HANGERS TO TRUSS. S2.2 GABLE END BRACING tl"� STRUCTURAL WNDOW/DOOR BUCK cMU WAI' ' "'rl-SDS2.5 3685 2 PLY 4-%x5" TITEN HD TO CMU & 12-SDS 1/4&/2' TO GIRDER. /0071� MASONRY WALL STEP r12 3 UPLIFT CONNECTOR SCHEDULE - CMU \S2.2/ \,S2.2,/ SEE 1/S2.2 FOR INFORMATION NOT SHOWN. NOTE: PROVIDE TYP. CONNECTION AT TRUSSES AS SHOWN ABOVE. IN ON PLAN SHALL SUPERSEDE THIS TABLE. SIMPSON A35 T&B, CH SIDE. FASTEN w/ PRE-FORMED STOP JOINT REINF. _8d x 1'/," NAILS EACH. FILLER /-AT CONTROL JOINT 1V MATERIAL 1. CMU WALL CIE 0 9 Fr Ce JOINT REINF. DO NOT SCALE DI i FROM w Ld BACKER ROD X - (#)2x8 SPF#2 0 161, O.C. THESE DRAWINGS,IF A DOVENSION 6 z STRUCTURAL MULL CAULKING 2x4 SPF#2 STUD UNCLEAR REIM TO THE DEPTH OF CAULKING WALL FRAMING ARCHTECTURAL DRAWNGS OR '*\-SPLICE TOGETHER W/ ONE HALF THE WIDTH 0 16" O.C. SEE PLAN 2x4 P.T. SYP#2 CONTACT THE FOR 2 ROWS 12d COMMON OF THE HEAD JOINT FASTEN TO EXISTING WIRE NAILS 0 12" WIDTH OF CMU WALL w/ '/2"0x8" HEAD JOINT USE DETAIL ONLY IF O.C., EACH SIDE WOOD PANEL ANCHOR BOLTS SPECIFIED ON PLAN SHEARWALL, w/ 2"x2"x'/s" PLATE SEE PLAN WASHERS 0 32" O.C. AND SCHEDULE DATE #) MAXIMUM NUMBER OF PLIES AS PERMITTED 08.28.07 BY MULL WIDTH, SEE ARCH. PLYWOOD SHEARWALL TO DESIGN/DRAWN MASONRY WALL LAP/MRG CHECKED 7'\ MEN 15 WOOD MULL Vmm CMU CAULKING rl 7 6 C M k DETAIL LAP S2.2 SCALE: 3/4" V-0" SHEET S2m2 Ag 4u -- --------- ----------�1 ............ 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