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HomeMy WebLinkAbout2621 Flicker Cv Revav m $ � U y O W O -y � T � O Y U o v m� a > a+a b -E a a, N L 00 n a yyd o� a � LLJ � v � U ,�0i00001il�d9Pg9®� = � poppaeoaao°° VA. > _ .. _ _ v m O U � � U U) 'o M (D O O O') N E O Q. r-- p t� OLo O X N IL LL w N Z � Z �g E o w E m w V 0 i ra i i i n M = N ,—i O M d' LL N i V o � O (a1- _j o �M z O O N i O Q• � O @ CL U CK, O rj N p ~ M n O m O i Q w Ln O a i ISSUE DATE 09/30/2017 REVISIONS PROJECT: 17-0163 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE O O H.B. ;- oQ M Y 0 4 tV 30'•0" 101-01, 4'•0" 14,•8„ AIC COMP. V 0 (2)3050 S.H. SANFOD �2 �? w ePq[ Area TabulatiQ0a.' --------------------- 4"** w 1 st floor 1,186 sf N Covered Lanai 1,227 w sf Total Living: 2,413 a 0 V) entry: z 9'-4A CLG. F.F.F. I Sf covered lanai: 8„ Q sf garage: 455 sf Total Area: 3,084 Dining Room 0 N A 9'•4 CLC. 8'-0" x 8'-0" S.G.D. � I 5'•2" T-6" 3'4" 16'-8" 42" TOP EXT. i Gathering Room —LINE F FLOOR ABV. — --T —\\ FRAME 34 1/2" K14EEWALL 914' CLG. I \ BELOW 36" BARI OP \ \ �\ 10�`OO D.W. \ O o�sp s2 1 `•vn 0\0 3 m 0 0 x V Kitchen 9.•8.1 9'4A CLC T-0" 16'-0„ I 112" GYPSUM BOARDS F ------I 16 B.F. APPLIED TO THE UNDER LOUNTERTOPS a i (OPT) i STAIR SURFACE AND SIDES 36" HT. w/ CAB. ABV. i REF. i 5 SH -------' 6'-(" 10'-0" 3'•6" '•2' I I I I I $TO�AOE I I I ?s N MoaI sLPPI D gLG.I I I �C� LL1�JJ—I— �o Bed 2 / =42" HT. OPEN c `r RAILING I �p Office 3' 10"Ua (TYP) 14'-10" I 9' 4" CLC fir— lJ z ---------j 3.10" x 4'-2" 10'•8" Foyer 9'•4' CLC. o 11 �l�/..C. 9, 4, CLQ ti 9'•4A CLG a Ln r R&s D = 0 9'-4" CLG. iW6- 6.1 M.T. z o F w I : IL i 3080 DR. 9.4 CLC SHER 9'•60 o10.8,. wI t, 4„ "o O z a �i IQ I- d O I _ SII Imii VANITYw/ W. /y� MIR BV. N Q I �i �I -f �V 12,10„ 3'-0" 2" N M.T. J� OP RE I Entry NING BETWEEN GARAGE AND 31DENCE SHALL BE EQUIPPED w/ b W H -4" A SO MIN. FIRE RATED SELF CLOSING ID WOOD OR HONEYCOMB CORE 10'-8A CLC F.F.F. q ST EL DOOR NOT LESS THAN 13/8" ULL I WALL THICKNESS AS PER 3-4" 2'-8" I 'B C -R302.5.1. 2 I W o --2 6„ I — — — — — -I I L LINE OF FLOOR ABV_ — — — — , 112" GYPSUM BOARD I` 22 X 48!" APPLIED TO THE SIDE 4 I ATTICzzL �I GARAGE 518" TYPE X DRYWALL ��Ess— J ON CEILING (TYP) q ti — — — — — — — — — — — 2 Car Garage 0 g _ 94" CLC F.F.F. z I WfL I I a� I N I I I I I I 16'-0" x T-0" GAR. DR. V-0" 4'•8" 1'4" 3'•0" 16'-0„ X-0" 22,•0" 30'•0" First Floor Plan "C" SCALE: 1/8" = 1'•0" (11x17) 1/4" = 1'•0" (2204) °P 0 ;• H.B. GENERAL NOTES KEY: ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR- FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT-POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS BF - BIFOLD TYP. - TYPICAL SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 2. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. 3. FOR ALL 2 -STORY INT. BRG. FRAME WALLS ATTACH STUDS @ 2ND STORY TO FLOOR TRUSS BELOW w/ (1) MSTA-30 @ EVERY OTHER FLOOR JOIST AND NO GREATER THAN 48" O.C. NOTE: SAG RESISTANT DRYWALL ON ALL CEILINGS. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS FRAME WALL SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS OINDICATES 9,-4" BRG. HT. - INDICATES 11'-4" BRG. HT. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = T-0" BIFOLD 24 = 2'4" 50 B.F. = 64" BIFOLD 26 = 2'-6" 60 B.F. = 64" BIFOLD 28 = 2'-8" 30 = T-0" *ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT WINDOW NOTE KEY: LLL WINDOW SIZE CALLOUT: c 2040 = 2'-0" x 4'-0" 7� 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6-0" ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. 0 * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. a SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF Z WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED a FLOOR BEING SERVER PER (FBC-R312.2). BUILDERS NOTE: N 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES ao OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISON FOR CLARIFICATION. 5 0 JADING 0 V 0 SANFOD �2 �? w ePq[ Area TabulatiQ0a.' w Living: ' w 1 st floor 1,186 sf N 2nd Floor: 1,227 w sf Total Living: 2,413 clw sf 0 V) entry: gg Sf covered lanai: 117 Q sf garage: 455 sf Total Area: 3,084 sf a 0 0 03C N U r�jj 2 O U d o—y O T — o d r O O v O � O j o E co W U a a � 00 vv o �1 p m co N /:SIS tr". � O qyj (��•d -) G = d o N U > � V y��'•�ji� 'cam �'l'�0°00°J°.)°9��, °e O Q°fro LIJ ? U W a> Aw m O U Oo c: .� r co O LL � O EO co Z >(D N > O_ LL C � w N z z �g v e E o N LU E N V) � V LU O i 1 i CY) J (V O L J O (� mz V) 0 0 N Q) 44 O O V) O i W W N d U N Lf1 O (n fa n O •L �_ �. fl >Q) O O O p +� O @ O Q w Ln O 0 - ISSUE ISSUE DATE 0 9/3 012 0 1 7 REVISIONS PROJECT: 17-0163 SCALE: AS NOTED DRAWN BY: TML & JFT DESIGNED BY: MJS FLOOR PLAN 03C 12 61 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. ,L 0'-0" FIN. FLR. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. , FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 0— El Left Elevation "C" SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) FIBERGLASS SHINGLE ROOF INSTALLED AS PERMANUFACTURER'S SPECIFICATIONS. 12 6 ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 . k[\E Right 9'-0" BRG. HT. @ SECOND FLOOR "C))- C"SCALE: SCALE:1/8" T-8" HDR. HT. @ SECOND FLOOR N i Mr W J 718" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) Lu2 :y Z r � M J N m Lu 10'-8 3/4" FIN. FLR. HT. 0 @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. , FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 0— El Left Elevation "C" SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) FIBERGLASS SHINGLE ROOF INSTALLED AS PERMANUFACTURER'S SPECIFICATIONS. 12 6 ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 . k[\E Right Elevation "C))- C"SCALE: SCALE:1/8" = TV (11x17) 1/4" = TV (2204) a O y U O U vU 2 o y vi O T � o y O rn o � a o+ E wo a� � V1 9'-0" BRG. HT. m o r @ SECOND FLOOR OL 7'-8" HDR. HT. q @ SECOND FLOOR cv � op LD (1J U Lu o NV 718" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER o 0 12 7/16" OSB. SHEATHING TYP. 6 10' 8" BRG. HT. N m 80 rn @ ENTRY 4z `a u `` ° g 10'-8 314" FIN. FLR. H' T ujgv a O< d = d - @ SECOND FLOOR 0 F U r � 94' BRG. HT. 8'41 HDR. HT. ��o79,aaeileae®��` 12 1 6 — RANDOM SIZE CULTURED STONE ON OUTER FACE ONLY (TYP.) 318" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4' FIN. FLR. HT. r @ SECOND FLOOR 9'-4" BRG. HT. J, &-0" HDR. HT. 0'-0' FIN. FLR. CD # E O • U N co c CJ 0) co fn O OLL o) N 5,� C(9 ^ O 4 I)\ CD . U Z � � N Li– V) �Z E , 0 m E z 0 0 N W V 0 o as O M � J z o C) Z w <a ww N C) (Y� N i Mr W J C) 2 z < 2 U g z 0 ME 0 U 0 0 N N uno –{ T roV 00 r'4 N Ln a- 4- 0 — ~ C � @ 14- 0c: n. > -Oo v O Q w � O a ISSUE DATE 09/30/2017 I REVISIONS PROJECT: 17-0163 z SCALE: AS NOTED DRAWN BY: JML & JFT ELEVATIONS "C" 05C o N U N O O y O T - o w o o � rn� o > ire o �E w d d o o+ c N U � O N m O C fn O d � O N m y O� U � O U y W � � N O Y s O O FO_ O 5 yW M O U ~ •O OLi o) o) O i CND C.0 O L � 0 r— z �CD� OLo >� X N > LL w z z �g � a E L w E z N N W U O O 2 w D 0 Y Q a o O w CD M T� M 0 (V i 0 � O o a M < w w O z z t - m 0 F- 0 O O � v � c�6 4 O n¢ 6 O '- olf W N z MC Ln ti C I� o O LL O ~ c cwU o O . _n i O z a > p Q1 vo > O c G a C N � N Q W Ln O 5 - ISSUE ISSUE DATE 09/30/2017 0 w o REVISIONS PROJECT: 17-0163 z SCALE: AS NOTED Z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07C V.P. /(/��'' S.D. (OPT) PRE -WIRE CLG. FAN/LITE ---------------- (OPT) PRE-WIRE ----------- (OPT)PRE-WIRE ' CLG. FAN/LITE I !� I A I I I I � � I L ----- �1-/------ S.D. /* -----------� � I I /V\ --- ----J C� (OPT) 4 RECESS LIGHTS CEILING MOUNTED LIGHT I PC PULL CHAIN LIGHT 0 RECESSED LIGHT 1--0 WALL MOUNTED LIGHT (OPT) PRE -WIRE WALL WASH RECESSED CLG. FAN/LITE I CEILING FAN WALL SWITCH I I I I F r I X —� AF7 O C.M.S.D. 0 S.D. rr I I AF I I o p F \ \ (OPT) PRE -WIRE A CLG. FAN/LITE I GFI II LI V.P. HA II I I I I I I I I I I I I I I I I I I I I I I I I I I -------------------- Second Floor Electrical Plan "C" SCALE: 1/8" = TV (1107) 1/4" = TV (2204) SAME AS UNDERGROUND 150 AMP SERVICE AMP 410 SCR AL. METER MAIN DISC. TYP. ELECTRICAL UNDERGROUND PANEL SERVICE BY (20 CIRCUITS) POWER CO. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALS( SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO AIC NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 150 AMP ELECTRICAL RISER GENERAL NOTES KEY: 1. OWNER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. 3. ALL OUTLETS IN THE KITCHEN OR BATHROOMS TO BE GFI PROTECTED. 4. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 5. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED. 6. 8' H. VANITY LIGHTS IN MASTER BATHROOM. 7. 7' H. VANITY LIGHTS IN ALL OTHER BATHROOMS. 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE AFI. PROTECTED. NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL KEY: �@ CEILING MOUNTED LIGHT I PC PULL CHAIN LIGHT 0 RECESSED LIGHT 1--0 WALL MOUNTED LIGHT Q C.M.S.D. CARBON MONOXIDE DETECTOR/ WALL WASH RECESSED GFI DUPLEX RECEPTACLE �@ 220 V RECEPTACLE 4n 112 HOT, 112 SWITCHED AWP WATER PROOF RECEPTACLE S.D. FLOOR RECEPTACLE Q C.M.S.D. CARBON MONOXIDE DETECTOR/ PRE -WIRE FOR CLG. FAN GFI GROUND FAULT INTERRUPT CEILING FAN WALL SWITCH gOaoiNc 3 -WAY SWITCH �o DIMMER SWITCH IA TELEPHONE JACK H CABLE JACK ® PRE -WIRE GARAGE DOOR OPENER S.D. FLUORESCENT LIGHT ® ELECTRICAL PANEL ® CHIME [] DOOR BELUGARAGE DOOR SWITCH LQ DISCONNECT SWITCH ELECTRICAL METER S.D. SMOKE DETECTOR Q C.M.S.D. CARBON MONOXIDE DETECTOR/ SMOKE DETECTOR COMBO CEILING FAN gOaoiNc � WALL SCONCE SANFORD + CHANDELIER O�AgRTM��� SPOT L)G FLUSI�MOUNT FLUORESCENT LIGHT 07(3 FANILIGHT COMBINATION g GARBAGE DISPOSAL MOTOR Q SPEAKER Q JUNCTION BOX O L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION .n N S N .o � U o� S� �? o o > �a rnE ao �N o a m o N m U T � "a `o so o m O U W (n _ 0) co N 0 LL 0 0) Y CO O >D_I�C) CD >✓ x N��Li � � w z z -0 5 W a t w w E 0 � N W � o � V O it a 0 Y Q 0 n M � N w- N Vo O � LL X w Cl z 9 m it a o � N � N � o d 6 V) O V) M 0 N oLp o � o O z Q. > � ai V) ,> N o a c C) @ 0 Q w in O n- m r LU a o z w w 0 a ISSUE DATE 09/30/2017 0 o REVISIONS PROJECT: 17-0163 z SCALE: AS NOTED Z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08C GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE ^n 3. WELDED WIR&FAB60C SHALL CONFORM TO ASTM A-185 FOR 6x6XW1.4XW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W)60 N 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER ASA STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED, 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/in' U.N.O. E = 2,000,000 Ib/in' U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc ll= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv =285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN E CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. I MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS I AND STRUCTURAL PANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr =16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: OL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSIA & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP 92 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS 'X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF 42 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WAN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24') PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-83). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 1. OMITTED REBAR DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X -12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT, TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCKAFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL SC SHALL BEAT "SNUG TIGHT" CON ( ) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY If BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (_) VALUE DENOTES SUCTION AREA 4O O (+) 21.2 (+) 21.2 10 (-) 22.9 () 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 () 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 (-) 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 }� la STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS < Q ❑ 0 0 SHEET I SHEET TITLE SC STRUCTURAL NOTES S1C FOUNDATION PLAN Z S2C DOWEL PLACEMENT PLAN o F ' S3 FOUNDATION DETAILS a_ a- E S4C LINTEL PLAN F W S5C FIRST FLOOR FRAMING PLAN w 2E < < Q S6 NOTES & CONNECTOR LEGEND --- ---- > Lu S7C ROOF FRAMING PLAN _ w SD1 GENERAL DETAILS O ` i %> i ,�rjo Lq ot� 00 Z SD2 GENERAL DETAILS ❑ SD3 GENERAL DETAILSo o® Q SD4 GENERAL DETAILS F o Z SD5 2 -STORY DETAILS CK o \ I SD6 2 -STORY DETAILS LL Z ST1 GENERAL STAIR DETAILS U) O a M 0 ,wJ�1,` N CD 0<O z U CO F IY Z N p Q r_ ,-_ r_ a (q o z `��C, z O ��1tio L U H M O Lu w r = w E ❑ O w0 U < ❑ Q J VJ Z m 0 O0 LU (� < Z O z L-�w- Un J O w M E 06 H Z W_J rn o 0< 0 c u- 7 .� Z_OI-0(70 Z ❑ vw) O _ ~U) - JQKZaIo 0 MASTER UPDATES NUMBER I DATE I DESCRIPTION 1 1 3/1/2017 1 CREATED ELEV A, B, & C INTIALS j' DED MAD i 2 i 4/24/2017 I BEDDROPADS TO SIDES OF SGD OPENING AT REAR, OM #5 OPT AND OT STA DARD, & QC CLEAN UP E IDP I! 6J\LDIAJO SANFORD 2 OFnAR�t� om COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q 7 U) C) 11 ZQ1)�I zE O w � O O � 0 Q�°Qa z C- N J LU LLI U O�N< W LU 2 W 0 M 0 O to J LL u W W W = Z W W aura b ch W m p 0 iZ" C(_ a C4 BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC JOB No. PSQ-2170973 SCALE: AS INDICATED DATE: 06/01/17 CD co 0 V N A 2.6 F08 S3 Y Y cV o I ip 30'-0" 14'-0" 16-0" W M 164' 8" 2 6 F08 MF01 S3 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. S3 91 VO two C7 L O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN �ooae0000°aow 'llllllllle�° ��� � O 17 ~ MF01 19 F S3 U MF01 F- BARS & 3" MIN. COVER TO EDGE OF CONC. 1A 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MF01 n � 3 y -T� 4" THICK CONC. SLAB W/ J 2 2 S3 FIBERMESH. OVER 6 MIL VAPOR S33 iq BARRIER OVER COMPACTED FILL. 0'-0" FIN. FLR. h 8-8 4-4' ©I N MIN (4) # 5 E.W. U U 0 I I I I ° o CPn 0 (o (b O T-1 1/2" 5'-41/2" (2 -STORY FTG) 5'-6" M I F ==--2.3 3 I�F _1 F06 S3 --- J MIN (5) # 5 E.W. L--- --- J- I - CO 7 Z o L— �— L _ O co 1 S06 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ❑ n Z_ I I m MIN (6) # 5 E.W. 4'-3 3/4" T-8 1/4" 11'-2" 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. MIN (7) # 5 E.W. FZQ- 7- W W Of' F06 o — — S3 M I'I' F06 I S3 II- T_ LL �r II BARS & 3" MIN. COVER TO EDGE OF CONC. MF0 ® I o �g� 2.6 T -4"o2 S3 2.6 BARS & 3" MIN. COVER TO EDGE OF CONC. O IQ F03 I IS3 EI F11 S3 BARS & 3" MIN. COVER TO EDGE OF CONC. I ` 0 -n Ir 2.6 o i i II 3.5 I I M ® — I I Inr CO II Oii F05 N � BARS & 3" MIN. COVER TO EDGE OF CONC. I i N i t--Jii ill Sr O v3 a (-)0-111 BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. I 2.6 0 F04 S3 �I 4B LL 7- LLN U 0 FL 0o O ® 19 BARS & 3" MIN. COVER TO EDGE OF CONC. N F06 L � 4.3 S3 I 91 F08 ® S3 18'-4" 3'_8" 54"x54"x16" dp w1#5's EQUALLY SPACED EA. 91 Im 2 4.5 EI M N I o JL BARS & 3" MIN. COVER TO EDGE OF CONC. _ `9 N al 61702 S3 54"x54"x24" dp vd#5's EQUALLY SPACED EA. IF13 IS3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN I I BARS & 3" MIN. COVER TO EDGE OF CONC. S3 3 16-0" 0" 6'-4" 8" oD DO D T-0" DO D T-0" 8'-0" 22'-0" 30-4- SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) 8 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45" CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. j F08 S3 `9 r b /MF01 S3 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. G O z L O > z O O W F O � 2F J W Q >Q \Q LL W W a_ O � pao®1 U L i i ❑ ®� Q o {7 C J Q z Z W ❑ LU LU ly FOOTING SCHEDULE Q 0 Q) 11111111A/idd `®" W M 0 a, o t)rvr d. LL m °o � ® 0 da6Li 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. v d a Z VO two C)v O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN �ooae0000°aow 'llllllllle�° ��� � W BARS & 3" MIN. COVER TO EDGE OF CONC. 1A 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MF01 n _ S3 n 0 m O BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. U U 0 Q� Q = 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z Y m MIN (4) # 5 E.W. ❑ 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN w 0 O J MIN (5) # 5 E.W. d � BARS & 3" MIN. COVER TO EDGE OF CONC. CO 7 Z MIN (5) # 5 E.W. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O co O J I— 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ❑ n Z_ BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (6) # 5 E.W. W J 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. MIN (7) # 5 E.W. FZQ- 7- W W Of' 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN II- T_ LL U7 BARS & 3" MIN. COVER TO EDGE OF CONC. MF0 2.6 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN S3 2.6 BARS & 3" MIN. COVER TO EDGE OF CONC. O 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN PAD LL O 0 N BARS & 3" MIN. COVER TO EDGE OF CONC. 4O 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 4A 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ZY' BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w1#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp vd#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. S3 3 O 60"x60"x16" dp w1#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN oD BARS & 3" MIN. COVER TO EDGE OF CONC. N 5 5 66"x66"x16" dp wi#5's EQUALLY SPACED EA. WAY NCE BETWEEN 13" ARS MIN. COVER ORE GE OF CONC. Q) 11111111A/idd `®" W M 0 a, o t)rvr d. LL m °o � ® 0 da6Li LLe O _j v d a Z VO two C)v $ o A,���®®� W Q ❑ �ooae0000°aow 'llllllllle�° ��� X MIN (8)#5E.W MIN (7) # 5 E.W. MIN (8) # 5 E.W. MIN (9) # 5 E.W. MIN (9) # 5 E.W. MIN (10) # 5 E.W ��;1LDI,yG, SANFORD Z1ART00j" 501� FOUNDAT[O'N PLAN 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U W J J O OWM V]ZC - LU v> J I—z _LL 01 CD z U - ❑ O m F: W F_ - �<000-'T C/)o=:�icn Z Q j� F- z 0 < W z 0 Q�0U) 0 - IL F- C" ZOwcNy¢ O U 2 ❑ U H O p V 0176 ^ O MIN (2) # 5 E.W. LU -, ~O F.. � _ W M Fri O 24" SIDE @3" O.C. &MIN ❑ OU W U) WLLJ Q � W SIDE 6" O.C. O G�tilt n S 2 n MIN (8)#5E.W MIN (7) # 5 E.W. MIN (8) # 5 E.W. MIN (9) # 5 E.W. MIN (9) # 5 E.W. MIN (10) # 5 E.W ��;1LDI,yG, SANFORD Z1ART00j" 501� FOUNDAT[O'N PLAN 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U W J J O OWM V]ZC - LU v> J I—z _LL 01 CD z U - ❑ O m F: W F_ - �<000-'T C/)o=:�icn Z Q j� F- z 0 < W z 0 Q�0U) 0 - IL F- C" ZOwcNy¢ O U 2 ❑ U H O p JOB No. w z Z pr MIN (2) # 5 E.W. LU -, ~O F.. � _ W 0 > J 24" SIDE @3" O.C. &MIN ❑ OU W U) WLLJ (3) #5 PARALLEL TO 12" � W SIDE 6" O.C. LU U Z O Q W U) Q MIN (3) # 5 E.W. g 0 m O MIN (4) # 5 E.W. U U 0 Q� Q = Q Z Z Y m MIN (4) # 5 E.W. ❑ ow �Z w 0 O J MIN (5) # 5 E.W. d � CO 7 Z MIN (5) # 5 E.W. z O O J I— MIN (6) # 5 E.W. ❑ Z_ MIN (6) # 5 E.W. W J )— Z MIN (7) # 5 E.W. FZQ- 7- W W Of' MIN(7)#5E.. W. II- T_ LL U7 MIN (8)#5E.W MIN (7) # 5 E.W. MIN (8) # 5 E.W. MIN (9) # 5 E.W. MIN (9) # 5 E.W. MIN (10) # 5 E.W ��;1LDI,yG, SANFORD Z1ART00j" 501� FOUNDAT[O'N PLAN 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U W J J O OWM V]ZC - LU v> J I—z _LL 01 CD z U - ❑ O m F: W F_ - �<000-'T C/)o=:�icn Z Q j� F- z 0 < W z 0 Q�0U) 0 - IL F- C" ZOwcNy¢ O U 2 ❑ CC JOB No. w z Z pr AS INDICATED W ~O 0 > J LU W U) WLLJ W 7 O Q W U) = Z W W O W g W IL U g 0 Q� Q = LLJW Y m ow �Z ~ A N BLDG DESIGN: --- STRUCTURAL ENG: MCC DRAFTING: -DESIGN: -STRUCT: DP QC CHECK: CC JOB No. PSQ-2170973 SCALE: AS INDICATED DATE: 06/01/17 CONNECT FT4 TO LV W/ SIMPSON HHUS2E B5.25x BOTTC @Y4 BLOCKING TO BE INSTALLED l i BETWEEN TOP CHORDS 1 C CJ5 IF REFERENCED ON SHEET w CJ5 F1 S4). VERIFY HEIGHT W/ F ARCHITECTURAL PLANS LL CJ3 A U.N.O. O CJ3 z CJ1 w O z N co Cil Z O O w nom. 1— � LLIM NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND �0 WALL LEGEND = 9'-4" T.O.M. ® = 10'-8" T.O.M W� N ¢ o O���o w0') z °° LJ uj _ 2' LL L -L p h�Naaose►N U) M\1 z O rl LD `J > o O M Q. LLT J . 7 Z `_. Z OU F Q Or>0 LLJ LL xo9ti v O� z Z _O Z p ~O z O o Q Ion w w� HL =w �O Lu zz ¢� n Om Z U Q Z WJE-' z QJOwM E U) z _ Lu °� w I- Z - L rn o: QOQOrr O Z 01=0(D00 IL W1 c JQ)—~�8o CO �QOO�: 8 z z zPI�—w W o U¢wz E OO�¢z°g �0 ❑ 3:oU5 z O 3 �—� rNJ Lu W �L CCOUNQ M L~ G U) W = W ~ 2 LL U) O F— o U co Z z r - O O r C/) E- o Lu 0 o LLI � W L J W Oaw r = Z Uj Q � O a W z U g LLI W C m = O of CF) Z ~ dc BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC \S\04 JOB No. PSQ-2170973 WEN SCALE: AS INDICATED FIRST FLOOR FRAMING P LAN DATE: 00/01/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/4"=1'-0" I S5C Q O = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL UJ IF REFERENCED ON SHEET w S4). VERIFY HEIGHT W/ F ARCHITECTURAL PLANS LL U.N.O. O z U) O z Z O O w nom. 1— � LLIM O U w 2i W a ¢ Q LL W O���o w0') z °° LJ uj _ 2' LL L -L p h�Naaose►N U) M\1 z O rl LD `J > o O M Q. LLT J . 7 Z `_. Z OU F Q Or>0 LLJ LL xo9ti v O� z Z _O Z p ~O z O o Q Ion w w� HL =w �O Lu zz ¢� n Om Z U Q Z WJE-' z QJOwM E U) z _ Lu °� w I- Z - L rn o: QOQOrr O Z 01=0(D00 IL W1 c JQ)—~�8o CO �QOO�: 8 z z zPI�—w W o U¢wz E OO�¢z°g �0 ❑ 3:oU5 z O 3 �—� rNJ Lu W �L CCOUNQ M L~ G U) W = W ~ 2 LL U) O F— o U co Z z r - O O r C/) E- o Lu 0 o LLI � W L J W Oaw r = Z Uj Q � O a W z U g LLI W C m = O of CF) Z ~ dc BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC \S\04 JOB No. PSQ-2170973 WEN SCALE: AS INDICATED FIRST FLOOR FRAMING P LAN DATE: 00/01/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/4"=1'-0" I S5C I H2x6 H2x6 C H2x6 ��ID H2x6 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND "A WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL ® = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX 9'-4" 1 2x4 SPF #1/#2 1 16" O.C. MAX I 16" O.C. MAX 10'-0" I 2x4 SPF #1/#2 I 16" O.C. MAX I 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. w� QN O 0 0 O rn Z O Z w oW F� U w U) W m LL W ry LLI 00090090030 °®�j a 00 e Vb ®o w o Y it gig r p J 0. , J Z� 4 o v� w g zoo,o'nP� O '�oaaalr►� r - F/5 J �: o v WJ C) 0Lj E Z O orf LU U) J � U LL m v (jQO�vi c Z U 1= Ur W w Z ° H- U J U Z o U) O= 2i U v c Z zi-- -Z E Ilf O�p�: IL 3 I-L-�N J Z w N Q O U F p U c� LU O ° O i' - 0 p U Y °��G a O M Lu j ''t�4jD O 1 o U Q ;. � 1z O = z Q�z v C0 In o o Q m p N W 7 n r - F/5 J �: o v WJ C) 0Lj E Z O orf LU U) J � U LL m v (jQO�vi c Z U 1= Ur W w Z ° H- U J U Z o U) O= 2i U v c Z zi-- -Z E Ilf O�p�: IL 3 I-L-�N J Z w N Q O U F p U c� LU O Z r o P U)Lu i' - 0 p U `Q` / of LU J W W =ate Z W LU LU OJ a Q LU z U o U) W m ~ C4 Z a) N ���LDrryc 0- n. BLDG DESIGN: --- SANFORD STRUCTURAL ENG: MCC i. �Pa ��� DRAFTING: DESIGN ARP" -STRUCT: DP QC CHECK: CC JOB No. PSQ-2170973 SCALE: AS INDICATED ROOF FRAMING PLAN DATE: 06/01/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/4"=1'-0" I S7C