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HomeMy WebLinkAbout39774 Harmon Grove Ct0 ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC -TOP OF CONCRETE TOM -TOP OFMASONARY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL -WIND LOAD WP -WEATHERPROOF WWM -WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I �A = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL CD= OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER \11A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <—ELEV NUMBER 4 <Al5 2 SHEET NUMBER ------ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13E----SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2017 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2008 NATIONAL ELECTRICAL CODES 2017 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2017 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O17 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: AA. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS. SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NAR'sm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING A Al A2 COVER SHEET FOUNDATION PLAN A&B 1ST AND 2ND FLOOR PLANA3 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A4 A5 DETAILS 2ND FLOOR - ROOF FRAMING PLAN EXTERIOR ELEVATIONS & ROOF PLAN 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION A6 A7 SNO 1ST & 2ND FLOOR ELECTRICAL PLAN INTERIOR ELEVATIONS STRUCTURAL NOTES 6.0 TYPICAL TRUSS CONNECTOR REVISION SN1 STRUCTURAL NOTES S3M/S S4 FOUNDATION DETAILS FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO WP1.0 WATERPROOFING DETAILS NOTICE TO BUIDER & ALL SUBCONTRACTORSI IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLEBLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACKCHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. 0 N 0 N cM e' +` gg Fd3 1.0 3pN y d•t:�p•. W 00 LO 0 C3 z w :o z ¢ /N N L0 h E '0 W L Iq u ��0 vi U coN V �_ m L L O O 2 0.o LL o Q .� S C ^` 0CC) E'N W L C) ri P W W LU �L u) w0z WHw2Lu _j wg� LL Z w02_j¢0¢0�¢VO0JO �(D Q U I-- _Q <8R-ww?�Ow wcyU)W 0-0oomcz� 0O0� O O U< aZLLC1 5Uf_¢OwaWpOaOZJ~W0Lu55 ¢ QQ¢ OQ O = O�Y ZQLL LL O O O N z W u')=j r-s � � O z aua. �Ln O U0 u- � u) N z Q Lu Q ul 0_00 °- 2: < < co z W Wc:) J to co WCD O CD O N O N CD N N o N 0 N N O O O o0 O N r- 0 0 O 0 O 0 O O Oo `0 O ` (D > � O N O co"t O O � O CO \� l..F■ 1..� Z Z Z O �J LLIU�> OWtn VJ Q Uo�o �¢ Lo - z O0-=a z Lu �- � m O z = 0 i� �-+ z Z j J �2Z r-I Z Z LL Og2W Lu Q DZz Zt'—I � ¢ O ■ Z U OU MMO W < Z Z z w J N LAST PLOT DATE Nov. 3, 20 Z 0 COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 0 Ln eo d : - M 9 U� S3 tz 60 A7 12 ELEV 0'-3 1/2" 6' X 3' 4'-8" 5'-4" 1 3'-4" 6 3'-4" & T-2" 5'-2" 1 5'-0" 1 lI I 2'-0,� 1 HB D > D D D D I D C I 2 1 I B 1 1 I 9 B _ 1 � I 1 r o r IN r N 1 1 I 9 13 11 -2 11 -7 7'-3" _,--SINK 1 LAV C.J. ---------------co D 6 II I wCD of °° 15'-3 3/8" 5 10 5'-3 1/2" D 1 1 D ` CC S3 DAl 00 iiF 9MZv 1 � N CI 10 1 II ;- — �( 8 i ELEV. I II I�4 1 o 113 (-) 0,- 4" 11 1 1 � _L U I I 1 o� n. C.J. m Wi I I ^cC r 1 1 I S3 10'-8" 9'-10 7/8" cal I I C.J. D 1 1 1 1 1 = N D ----- 13 I j1 �� rn D I 11 j �L� I I D [,—OB LO oD D0 IS3 I 1 C 3 I ci B 3'-1 1 3'_5" 1 1 D D DD DD D D D A 121'-4" 1 1'-10" 10" 16'-0" 10" 1) 1'-10" 1 7'-4" 1 -4" 8'-8" 30'-0" U 40 ELEV (-) 3 1/2" A7 U 9 a 1 FO,UNDATION PLAN - ELEVATION B 1 /4 — 1 -0 ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL D = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) Z'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 6TH EDITION (2017) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE, PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED, 10 KEYNOTE LEGEND I KEYNOTEI ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL (� FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. OB MONO FTG 20" x 20" DP (3) #5s CONT. CC PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OD I MONO FTG 1 16" x 12" DP (2) #5s CONT. '140- IF o 'A ,`�&�� "�• , �'�" ` ?FAA ..t V,tv /0 a) L E O �O c ? N (n V Q �_ w 4) M E p t o TT �� Z) p 0 V!S .LO U p� c� wco c a -u V t O LLj Uj w O F- w W H Q Y Lu Lu 2 Z 0 Z w (� W �O=��QOQ�a�U00 Q Q U �o8gz'LL°Zm°o~¢a I- acn��a2zowoomZz � C� ��a>zYOZLu zLL0 a- (n z ¢~wO�l¢-v5-gLu 2L) aQ o oQ< LL LL O O N Lu � O •M O Lf) � W Q Ln aaM�' U Q 00 I— O O �O 0 N O N M r r LO O 00 LO N� I..L Q z w x O 0 w 0 z Q r O T O r- O O N N ON O N N N N N a) N O O O 00 O cV r 4 0 r 0 0 0 0 0 0 0 c- O� o 1 r O N O co O It O LO O t9 1 z z z0 twin � W LL1UF~-� Q �o�o �Q Oa=Q CL L• — z. z Lu �T_ f =Lu moz Ztw J 0 Z w z QLL I— w I -"** Og2z Q U�zz z rl �Qp Z U �c g O UO CL m zBL wV1_N LAST PLOT DATE O Nov. 3, 20 z Q FOUNDATION _I PLAN B 1 1J111�3WI1711Y11u'L�M�u.,ll 9 ,17G�.1'; llla».u1�11�IYI Il u..IVIf�V1��J4ei11141dd11iW►illlYdial"illu,= 114111 IIV=AVUfL_'41J---.�. ILL�.:.Illl" A 111tl,1 10j"UN"aw 75/8 B S6 10'-0" ON 0, �r 10- 30'-0" 14'-8" LINE OF ROOF ABOVE NOTE: - SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & 9 DETAILS A7 1'-0" o N SH 35 H D AT 7'-4" I I 1 i DINING ROOM FAMILY ROOM I 12 -0 X 9 -5 17'-11" X 13'-3" 8'-8" CLG 8'-8" CLG 3/4" i,1'-11" 1,T-1" I_ 6'-9" 4L. 5'-11" e 3'-8" I I 6" PLUMBING Q 2X4 KNEE I STACK WALL N WALL, TOP AT 34 1/2" 1 REF TILE u z 00o I aDW; KITCHEN I SINK W/ 14'-1" X 9'-6" I 3 DISPOSAL 8'-8" CLG W I 2 A7 Q J 2068 S6 U I 1 OOD/RANGE PANTRY (4� 16" � �4� o \ D SH N 1 PDWR RMI \ N 8'-8" CLG I 4 INSULATED l PROTECTIVE BRIG WALL (20 MIN FIRE I D BOLLARD RATED DOOR AP S3 W/ WEATHER STRIPCCS3 4 INSULATED BRIG WALL 5'-4" 00 LO ti HB EWAI■ N r r 0 :;4- I v LINE OF FLOOR ABV 42" H 11 LOW ^CC ----- SLOPED S3 10 WALL TWO CAR GARAGE ----- 9 to 20'-0" X 20'-1" ----- $ ~ 7 6" HIGH CONT. 6 FOYER RAILING D 5 S3----- ARPET LINE OF GARAGE IN ----- 4 TILE OPEN POST -ION— _ — _ i 2 1 N I I r I� M \ UP � I � I � \ HDATT 3 2; 00 CD EMP.GL S 0, fL_I 2'-9"'IF— HB 16070 — — --I — ENTRY LINE OF I 8'-8" X 4'-4" STRUCTURE ABOVE I 2'-8" 16-0" 2'-8" 7 -4 1 -4' 21'-4" 8'-8" 30'-0" 9 A7 FIRST FLOOR PLAN B 1 /411 = 1'-0" 7 5/8" r 00 r; M o d N N d- d- m w� TIE BMKk AT 8'-8" m00 W P Q _�� t!7 0 N 3 d A3 0 N 4" LO N ~ U) �W U)o0 W NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 30'-0" 9 A7 LINE OF ROOF I BELOW i 27'-1 1/4" 2'-10 3/4" DRAINSH I 25 SHWR HD i HD AT T-3" & VALVE EGRESS R & S (4) 16" I SH I 2068 BF N O WLL r 2668 OWNER'S BATH c' 6-8 7/8" LU 5'-4" O�O�LU U ( r 1 (V FLR LINE 0 o OWNER'S SUITE N14'-7" X 12'-8" CD cn � W.I.C. 8'-0" CLG � � I co 06 I WATER S & R CLO ET I - � ----- ----- :In `� � R&S (2) 2068 BF TP 1 N LOFT I I 148'-0' BEDROOM #2 AHU CLG I �' 10'-11" X 10'-01, A/C RETURN 8'-0" CLG / UNDER DOOR �sS2 1 A3 2'-10 3/8" 2'-10 1/2" 3'-4" 1" 2'-11"[11-2" 4'-10" 3'-8" 1 4'-11 5/8" ch 4 V-3 1 /2" 2668 W/S AT 6" 60" AFF A �22"x36'� o ATTICUTILITY 2868 -- 16 - v 42" H. co 6' P ACC H-- I w 6� L -- -15 WOW N WALL w v 1- 14 - C? BATH 7 #2 wl J A7 A7 HA ~ v D ----[/-�LWALL OPED TB 2668 BOX ----11 DR ER 10 N R & S_ - — 2668 VENT ---- (2) 2068 BF R & S ---- N 1668 ---- 7 OPEN TO (2) 2068 BF ---- BELOW Oo 6 36" H. iv C° ---- N 5 CONT (4) 12" RAILING DP SH 4 3 0 o0 I I I in BEDROOM #3 BEDROOM #4 I 10'-0" X 11'-1" M 9'-10" X 9'-11" T-0" CLG S6 8'-0" CLG NP• SH1/ 34 Co HD AT,T-3" LO � dRAME 8" / WALL \ / SH 25 SH 25 4" HD AT T-2" FRAME EGRESS WALL EGRESS 5'-4 3/4" 10'-8 1/2" 5'-2 3/4" 4'-4" 4'-4" 21'-4" 8'-8" Ir 30'-0" SECOND FLOOR PLAN B 1 /4" = 1 '-0" 9 A7 TOP AT 18,-0" ao Obo r v r r r r N 9 N N r 4" v 8° FRAME WALL 0 N GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. O N O VERIFY ALL WINDOW AND DOOR ROUGH OPENING M SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. r INSTALL RND DRYWALL BEADS AT HORIZ & VERT r LO o CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS - -' 00 LO NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & m �e Q REC CLG DETAILS; REC CLG SURFACES SHALL HAVE; wzl SMOOTH FINISH. C>, _ LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND' 1' .- - - - THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. r Uj ALL ANGLED WALLS TO BE 450 UNLESS NOTED z OTHERWISE Q THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) > Oo APPLIED TO THE GARAGE SIDE. ' p c N N V -000 m TOWEL BAR - (T.B.) = 56" A.F.F. E 'L ` r C0 TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK 0 O S o Q TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ^ °' Q ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. .N U w Q: ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. (3) 00 o M °' CORNER SHELF = 56" A.F.F. a a a MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. o L_ w w g o 0 W/1/2"GYP. W W woa ° 22 �§Yzp z E (j LIJ w52_j 03:w0LLUOw_jO Q Q U <U' XO Ulw Oznool—QQ FILLED CELL W/ 1 #5 VERTICAL � ~ � uj z � w � � 00 z :) ❑_ () 00 O cn�0-U,Fn D_ zu,cnwwQOit5 ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB W 0O Z ¢ o W Lu I Z o � � � ¢ z = FILLED CELL W/(2) #5 VERTICAL o ¢ 0 O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) N STAIR DATA O STAIR O RISERS TREADS LANDINGS TOTAL RISE N MARK z LU A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" O JI._q SQUARE FOOTAGE: _ N � o `M O AREA PROPOSED a U0 Lr) FIRST FLOOR LIVING 780 V) U_ I - SECOND FLOOR LIVING 1090 Q ¢ Ln TOTAL LIVING SQ FT 1870 a ENTRY 38 Q U00 GARAGE 443 Z U I — TOTAL SQ FT 2351 Z UjLU� INSULATION REQ. � LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 6th edition (2017), Residential Table R301.2 (4) (Wind Speed Conversions) GO 00 00 O O O and ASCE 7-10 Methods �� T— � � N N N O O O O O O N N N cV N N WALL � TRIBUTARY O O O O� N AREA (ft)2 N O �- O INTERIOR END t� 4 r O 0 0 0 O O O O �- 10 39.4 -42.1 39.4 -51.8 O O 0 20 37.6 -40.5 37.6 -48.6 N r O O O O O 50 35.2 -37.3 35.2 -43.7 ^ i N M '4 psi (O 100 33.4 -35.6 33.4 -40.5 > GARAGE DR 30.0 -33.9 30.0 z z L� Z _O �_z)~0 Q 0 �- 0 W LU Lo z zW�a O LLJ =Ica 0z f'— CD0T Q Q Z W I� O g < 00 U U) z ,--1 = Z0 ~ � g U a O m z A 2 w� LAST PLOT DATE Nov. 3, 20 z Q 1 ST & 2ND FLOOR i PLAN B z z W 0 OU NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. / / HEADROOM AT STAIRS TO BE 6-8" MIN. 42" H. SLOPED LOW WALL / STRUCTURAL LIVE LOAD @STAIRS / =40PSF. / -- — — — — — — — / — — — — — SEE SHEET ST / FOR STAIR DETAILS / / NOSING 0. 10" LANDING / / A3 --- � I I I � Iz -- (3) 2X12 STRINGERS _ . STAIR SECTION 1 /2" = 1'-011 HEADROOM IN STAIRWAY TO BE 6-8" IN ACCORDANCE W/ FBCR R311.7.2 1" NOS RISERS CUT FROM 1x MATERIAL co TREADS CUT FROM 2x MATERIAL rr-, STAIR DETAIL 1 /411 = 1'-011 SEE SHEET ST FOR STAIR DETAILS Z1_ 10" 1_ [_ (3) 2x12 STRINGER LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — d 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD (1) STRAP EACH SIDE) CENTERED W/ (13 10d NAILS AND 8) 1/4" X 2-1 4" TITENS INT GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w F- 0 z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL_ N.T.S. i O N r•' N M LO fi ...$E EYD•...� p .i 00 Ln ! = F i �tr { w x�eFe y ❑ wN LL z ^` E > d m 0 W V�! �Q M 7 M N U n' C co (� W �- L 0 0 O y ♦� O"-O N Q ud� —t .N w Q;� N } N C �1 W ��! O M W Ww 0 LLj uj gw O I- ZwZ Mz)coY U Q-02YMu-00u o_j20�¢Do Z-U—QQov)xgoU0200mozQ 000 CnLL zO -z ZpocOzU- LLI _w¢5U W� ii CL 62u oX o � oQZ9¢ u.¢ O tau. 0 0 N z W r� > (/) c:) O \m O Q J Ln � Lr) z F__m W Lu Jo J co T Oo T Oo r- O O O O N O N O N O N O N O N Cif N & O O r O T- 06 O N r 4 C r 0 0 0 06 0 T 6 O O 1 ;n O N O M o d' 0 u7 0 O Z z ZO owu� W UI~-5; r� Oa=Q Lo z zWF- � _ ~ m O Z �_ = Z rn vZ�J Q< 0 w 2Z= ,--I _ Z Z i— �ZZ a z ,-_I m Q O ■ � Z g U U � Oo W � z Z z w J LIJ� N LAST PLOT DATE Nov. 3, 20 z O DETAILS J 13 N 0 CV N 00 G) m 1'-11 114" FT8 SECOND FLOOR - FLOOR FRAMING PLAN 1 /411 = 1'-011 2'-0 3/4" PLUM13 ( (V O N N 00 T 2 IN P I I SECOND FLOOR - ROOF FRAMING PLAN 1 /411 = 1'-011 12 CJ3 CJ1 A— F�FMI fo LNG, PACK FOP, CONNECTION. CJ5 CM U LO U � III II II -0- 5/ 1611 21-0ii FICA, T 5�TDA9 COPUP15FT LA13FACI ANb 5PACI N6 17r_V K l7 11/) Y_A I/' 0 I _016 i 2' -0n TYPCCA> 5 1 5�TIMCK COPMF,5�f LVFLING ANP 5PACIN6 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. HAN6l F CH/�1' AL_ HUS 26 (S I MPSON) d a = LUS24 (S I MPSON) J L= THA 422 (S I MPSON) \ - HHUS46 (S I MPSON) Labeled Fred Mark ATTENTION' DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30, to 60' Span Spreader Bar \ 60 degrees Y or less 2/3 to 1/2 ►l Ta line span approx. Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute SCSI—B1 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15` O.C. across the span, to be repeated at a maximum of 20` between each X—brace throughout the structure. Please refer to BCSI-131 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 150 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDEN'TIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F°BC 2017 TPI 2014 Truss member design & connector plates are designed for ASCE 7-10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF, TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK WALL KEY 31-1911 1_17 % • i CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHGNEI (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/TAMPA PROJECT :VARIOUS MODEL :1871 CCA PROJ/MODEL/ALT 1527 / 1671B ALT DESC: OTC LOT BLOCK DESIGNER PAGE SHM DATE 9 2019 JL LAN# SCALE N372987L 1 4" ??? 11/16/02 9:52 AM CCA46.dwg i 0 N 0 v LO 00 LO LL 3; �..,y UU 0 z Q ) N 0 W L. 10�? CO CY) N d N 5 V) V 7 M 0 Z)6 o o �i U LL ag 0 '^V) U w Q� E 5 W L 0 ri D a W W W 0 LLI vi w O I— wHQ W2_j W2YZcc Z �o�_j¢o¢�¢�vo0 Q Q V ?�X�Z�U_0Z2pp�Q� 0cnCC§oZ0Cf00 z � w w- w ��Z 0- 10ww z 0 ¢~W0 H0ZgWLL o�O0Q OQ 0 O oQZ�Q LL FaU_ f N N OW o I--1 "00 C) M O� Q4 a Ln Q LU Ln a>-a00 U z I- z W Jo NO O N O N O N O N ON N N O N O O r O T-- 06 O N 4 0 TL 0 6 0 6 0 O O 00 C '^ O CD�� � o NI 0 cMI 0 IU') 00 O ■> LL Z Z z o N UoE� owv� r' F-w °g Lo z Z LU ., =m0Z z (^ v Z J Z 3 i'2Z0� r—I Z Z LL. w i� O�2z Q00ULOzz LU Z r-I ¢ p ■ Z U o�� m < Z z W W � 0) N LAST PLOT DATE Nov. 3, 20 .. 0 i 2ND FLOOR ROOF J FRAMING PLAN cV PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H1OA-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" 12 T.O.M. _ 5 METAL DRIP EDGE (S) A23 2X4 FASCIA ALUMINIUM °> 2'-0" '-0 WRAP (S) ALUMINUM ��_PT SOFFIT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" *o DETAIL 3/4 - 1-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED o 8" o 0 o 1'-0" 11 LEDGER DETAIL34 Of off -7f All 4nf t)" 1 ROOF PLAN B 1 i8 = 1 -0 6"X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND 6" X 1"THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU f-3" / I 1 —CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ROOF CONTROL JOINTS M z =2- �0 ow CV = 9 kA5.B - CONTROL JOINTS ININININININIMINI INININININININI INININININININ FRONT ELEVATION B 1 /4" = 1 '-0" 12 6 115 5. CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" T.O.P. =ih ELEV AT 10'-0"' 7/8" STUCCO o OF-10 2ND FLOOR FF ON FRAME N = CONTROL 5 B _ JOINT ELEV AT 8'-8" T.O.M. WEEP SCREED A/C UNIT AND PAD 5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 3 REAR ELEVATION B 1 /8 - 1 -0 12 -15 l■J G BEAD W/ _EP HOLES 7 12'-0" 13'-8" 12'-0" FLASHING 5 z_ �- C0 r. CONTROL CD r7 I i CONTROL JOINT JOINT I P1 WEEP SCREED C F_ ti GRADE LINE 5/8" STUCCO ON CMU 4 RIGHT LOF�VA�Tl A/C UNIT AND PAD LEFT ELEVATION B J 1 /8n = ►_On GRADE LINE 12 15 WEEP CREED ASSUMED GRADE �- 7/8" STUCCO ON FRAME _ ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 2 ELEV AT 8'-8" T.O.M. 2f-011 A/C UNIT AND PAD _ ELEV AT 0'-0" 1ST FLOOR FF i--7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ---5/8" STUCCO ON CMU ELEV AT 0'-0" mk 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. -- 7/8" STUCCO ON FRAME r-- CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" Adk 2ND FLOOR FF ELEV AT 8'-8" T.O.M. _ ELEV AT 0'-0" 1ST FLOOR FF GENERAL NOTES: * G.C. VERIFY ROOF RITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9112) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHAND U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 6TH EDITION (2017) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN 12 ROOF FINISH PER 15 ELEVATION —ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM SOFFIT SO�FFI DETAIL 61 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT 7 I SOFFIT DETAIL pia _ 1 1_7 / 11 1" 4" <V O 00 EPS FOAM 5" 1 " 311 1 11 I I (V N o o EPS iv FOAM iv 9_1 BRACKET DETAIL FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO FBC 6TH EDITION (2017) RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 86 EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM NOTE APPLICATION OF CEMENT PLASTER MUST BE IN ACCORDANCE WITH ASTM C926 AND C1063. J'y Q,, ��o n e Pam. i E W "o cM u N Ln t ' v -0 P O m u o rnrn _ O ,L o O O^ o 0 Q V/� .i w N N N� W L 00 S_ M 0 LLI ui w 0 F- Q Q - ui _jo �z�oY z w W w~acc mmw� ¢o�Z 3 W �z20¢W¢L U0'0_j0 U <oT-z F- on09owoyoom°z wwu5wwN �<00z�a2w ��o�oW�W(O a� ow mQ Q oYZLLQ0QQ� LL f N O O (V Ow "0 O O Q Lr) �L. L W Ln '4 aUa0c) z ~ LuLu "O �r O N 0 N LID O 0 LO Q z w 0 w 0 z Q m m w O O O o 0 0 0 0 0 00 N N O r O c- 4 r 66 O O 0 0 0 CD ® 0 0 L L O O O O O N CO IT LO co 13.L Z Z I..Z O owv� c LLI 0 Q U o EE LU OCLZ: Z Zw ~moz 2I-=z z Q 0 �2ZXrl �Zz Oa2W z QML z z z r-I 3: ¢ O ■ z U � g O"� MMO W < z z w Lu� N LAST PLOT DATE Nov. 3, 20 Z■ EXTERIOR O ELEVATIONS & —� ROOF PLAN A/C DISCONNECT WP GFI ELEC METER W 5'-6" DINING ROOM 4'-4" 1'-7" 4'-6" REF 1'-8" N u; ML- i pp er ;4� KITCHEN FOR . HOOD A 3 Oo 0 0 `V GFI HW GFI O ELEC �-PANE L TWO CAR GARAGE i i 0 GFI `4 GFI 110V CLG MNT. — OUTLET_ — — — — — — — — — — — — I i I I � I 01 � i I i / — — — — — — — LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0„ 1 2'-3" )PWDR N GFI BATH �N LINE OF\. — FLOOR I ABV ------ /. GFI ------ / TO 2ND I, FOYER FLR ELEC 4'-0" k / C GFI o - — F- — —ENTRY SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2014 NFPA NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2014 NEC. 7. IN ALL AREA SPECIFIED IN NEC 2014 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210A2 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS FRO GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR. NOTES: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED TYPICAL 150-200 AMP ELECTF 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 210 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC ]CAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH DOOR JAMB u 4 1/2" DUPLEX OUTLET TRIM M BASE ° - TRIM T NOTE: N > o o ALL DIMENSIONS ARE FROM L 0 N ROUGH FRAMING >1 } M (n V y a W 2 0 u o ELECTRICAL LEGEND: MC w d . _° m Q NOTE: ALL HEIGHTS ABOVE FINISH FLOOR i M 110V DUPLEX OUTLET AT 12" a o NOTE: ALL �- °' _0 O 00 a ^ 110V DUPLEX OUTLET AT 39" RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED ° w vi w O TELEVISION OUTLET AT 12" - WIRE FOR W W w o M Q ¢ ¢ Y z p z CABLE & SATELLITE U LU Q°R_jCO0 o �wUoLL Jo Q Q V Z) 0 zU_LLazM0or¢Q �O OROOm z STRUCTURED WIRE OUTLET C 0 co w a w v5 w w w in LL z =o 2 Cy _jQa>zY40 OwU o- Ge SWITCH AT 36" z ¢ow ��V5 i32Q°¢ O� o Z)° z 6 3 WAY SWITCH AT 36" " ¢ ° ¢ w 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER — DIMMER SWITCH AT 36" [J PUSH-BUTTON DOORBELL O O N CLG MNT LT FIXTURE z LU B CLG MNT PREWIRE - FIXTURE BY OWNER O SURFACE MNT FIXTURE ? t O 0 •M O WALL MNT FIXTURE ~ M � NOTE: V) LJL V- O 40W A 6" ROUND OPALEX - ALTERNATE (400 N TUB/SHOWER CANS MAY BE Q LLJ Q Ln 41 50W PAR30 NFL 6" WHITE BAFFLE USED IF a M C APPROVED BY 2: ,--� C RECESS CAN OR LED OWNER Q Q 00 U 50W PAR20 NFL 4" MINI ROUND RECESS z 3 z z 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL J 00 tL Uj CLG FAN PREWIRE AND SWITCH O COMBINATION CARBON MONOIXED DETECTOR/ 0 SMOKE DETECTOR SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP co 00 00 O o 0 D-48 DOUBLE 48" FLUOR STRIP �_ o 0 0 0 0 0 N N N N 24 24"CLG MNT WRAPPED FLUOR LIGHT N N O' . O o0 N 48 48"CLG MNT WRAPPED FLUOR LIGHT NC) r CD r- d ' O O U& 24 -�ra 24" VANITY LIGHTING O 0 0 0 0 O 9;� 36 ;;;ua 36" VANITY LIGHTING g N 48 48" VANITY LIGHTING ' r O oO O O r 4 EXHAUST FAN/LIGHT f� N M "0 O ® EXHAUSTFAN _ DOUBLE FLOOD LIGHT W/ COVERS AND z z 150W PAR 38 FL w O ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR W U CEILING MNT SPEAKER Q� Q V 0 ® CHIMES (DELETE W/ INTERCOM) 0 X w a MASTER STATION � �_ Z z w H Q 1 ELEC PANEL VACUM OUTLET AT 12" = m O Z L I— = Z CEILING RETURN AIR (W/ SIZE) r Z ® A/C REGISTER Q Z p C THERMOSTAT z w ® SECURITY PAD LU I� O _j 2 z ETt ELEC METER LU Q 0 U U Z z ELECTRICAL SPECIFICATION NOTES: z p ELECTRICAL CONTRACTOR MUST VERIFY WITH THE Z ~ U SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE -� g USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION 0 O a PURPOSES. M0 W � Q Z w z Lu'r- LAST PLOT DATE Nov. 3, 20 1ST & 2ND FLOOR Z 0 ELECTRICAL PLAN J B FILLER 3'-6" N 2'-6" 0 M Hi ni HOOD 4" BACKSPLASH o / \ RANGE 3'-6" 2'-6" 2" FILLER KITCHEN 1/2 " = 1'-0" 1" FILLER 5 W1/2ffSTER BATH -11-011 3'-6" 1 1/2" FILLER i— \;0Ll / / PANTRY / \ I / I \ / I T-6" SKEWED 1 1/2" FILLER N i r- 0 M 2'-0" 0 M 2" FILLER 1'-9" 3'-0" 1 1/2" FILLER 1 1/2" FILLER PANTRY / L 4" BACKSPLASH / IT 2'-0" SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" SHWR HD VALVE LINEN CLOSET 4'-11" 3'-3" 4 1/2" MASTER BATH 1 /2" — 1'-0" M O 0 0 CO 0o 00 0 cV co 0 iO C-U" 3'-U" 2" END PANEL 3 KITCHEN ISLAND 1/2 HOLLYWOD °O STRIP LIGHTS SHWR HD WALL co 30" HIGH MIRROR CV VALVE 411 o BACKSPLASH co SPIGOT 2'-9 7/8" ,BATH #2 1 /2" — 1'-0" 2'-6 1/2" L 1'-6" o SEE SHEET ST / FOR STAIR DETA L / / / / / / 00 wz R 3'-0" 1 1/2" FILLER LOFT O M PWDR II KITCHEN BATH UNIT'1817 - B' - BUILDING SECTION 3/16" = 1'-0" 2X4 WALL TOP AT 34 1/2" Y 4 KITCHEN„ 1/2 - 1 -0 0 M WIRE SHELF :� t0 r' "HANSEN" BOX 220 VOLT ---- 1 I WW-i I--------D-i 14 1/2" X 16" ( DRYER VENT 1 iRECESS 1 I M I I I I I I I I I I I I I I I I 8 UTILITY 1/2 12 PRE-ENGINEERED WD. TRUSSES AT 5 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. MASTER SUITE LIVING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O. M. L W` LO E L .> ' o M M a% `p 2 o 0 O �o Q •� LUCO E TW v L CD S2 P a 0 co "0 W () �LL♦I 0Lj vi w08 W� W J O WF"¢ wwgJ Yzw Z Q:m_jMwr<,VO2 JO Q �! Q Z) Q (� =OX Zw 020moc, Q- Otn��OZO�00mZz U (nwawmwwpi A5w Z) c� > �O Z ¢0 gU5Z�wp�0 0 Wo oQZq�¢ U-¢ O Q� N 0 O N O� S O ro O U) Ll) J LL Q W Ln Z I— LLI W �� d- O M 00 0 0 N 0 N O N O N o N o N O O N O O O �- 00 N �� 4 0 ' 0 0 0 0 o 0 r 0 r- O 0 i r,- o N 0 M`I- 0 0 LO 0 CO L.L 1..� Z Z Z O owin Q 0�a ~wwm M: LO z Z 0 r� =Lu m0Z I— vZ� W tz Q i-2zw �ZZU- w IMnF:: Oa�lz < w,' Vmzz z,---I ? Q o • Z U � oU � m z Z J O LAST PLOT DATE Nov. 3, 20 z Q B - INTERIOR ,J ELEVATIONS STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'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. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9, GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2, 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2. 1, DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED H"RIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. VV':ND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. 1 N REINFORCING STEEL SHALL BE ASTM A615 / A6 5M 12 MIN. GRADE 40 y f = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. RE COVER DESIGN REQUIREMENTS: Q C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETETYPE MIN. 28DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 2" 1 XF 3 4" 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4, 4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2 OR SYP #2 STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USE 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required, 9. FBC-R R318.1.5 - Concrete overpoUlr and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation, Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH + 32.5 PSF / - 43.5 PSF (END) U.N.O. + 32.5 PSF/ - 35.3 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 145 MPH) CONSTRUCTION SINGLE 9x7 + 27.3 PSF / - 30.9 PSF TYPE: 5B DOUBLE 160 + 26.1 PSF / - 29.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. nlnTC IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 N 0 N c` co LO Z 2 0 , w I , '� � 0 w UJI Q /N j CD o U f� V co -� r o o •N s u�4t LU 0_N C V LU L o E� 5 ) a LU CD Uj LLI Uj W H w~Q q: Lu 0 � ZB_' Z QZ)-_jcn0��v1u_000 JO < Q V Z) 0 z u- i-i90_0- Z O -i Z_ < 0 Z Lu w _U0WaoZWZOWO0d co LL Q Lt1 2 1 � W o m O Q °oQ s oQZgQ o LL I-¢w N O O N OW U0 H ,>Go0 O Q V Ln J Lr) LL It QWQLn a>'a00 z�� W WC:) � d' CO 00 00 O O O O N O N O N O N N N N CD O r- O r Ob O N r 4 CD r 0 0 0 CD 0 0 C) C:) 1 (0 0 0 N 0 ch 0 d- LO In 0 c0 Z 0 WO C W (n LLl U V! -0 Q 9 0 r-- z I-D OWMQ d z LU ~ =Co0z H- Z 1 v Z j J > Q 0 2 Z = T� aZZ 0gwLU } MMQ ZZ Z T� 0 ■`s• Z CU i Q J a ®� O Z M0 W SNO Q Z Z J W 9r__ 0 N LAST PLOT DATE > Nov. 3, 20 STRUCTURAL Z n a p J DETAILS CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 6-0" STUB -OUT FOR -' GAS METER O — O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1314" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING c� w J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _0" (TYP` 6'-0" + + + + + 6�-0" + + + L� + + + + + + + 9�F ++ + + +++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O /++ + + + + + + + + + + + + + + -F++++ ++ + (O + + + + + + + + + ++ + + + + ++ + +++++++++ + Or, 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 145 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 145 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x 1/8" gap k k 1ti FILL CELL STD. 900 HOOK BOND BEAM BOND BEAM STEP SIMPSC wl (22) ' NAILS I - CONT. #5 BAR 5/8"o #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REGID PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" max } gap • � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c.' clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top t. DOUBLE JOIST CONNECTION Birds n uth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cohimn w inari-. N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate ;or=210 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Vprsa-Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails nt 6" n.c. Provide adequate bearing J for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max, along bearing wall Required on interior walls : -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist P�9� When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BCI 6000s0 BC16500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BC190s® - /8" 3-16d 3-16d 14' 5-16d 5-1 Rd 16" 6-16d 6-16d Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration. — lg 6„" A 1)/" ROUND HOLE MAY 6"TCANTILEVER DO NOT CUT HOLES BE CUTANYWHERE IN LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter tTr) 2 3 4 S 7 B 8s875 0 1 1 13 Rectangular Hole Side (in) 2 3 S' G S 9 10 Any 16" joist Span rift) 8 1,-0" .I 11, 1 "-2' 1`-2" 1'-3" 1 -3" V-7" 9 "-11" T-4 " 2' 9' 3 _2" 3, 7„ 12 V-0" 1 -1" V-2" V-2" V-3" 1' 9" 2'-4" 2'-11" T-7" 4' 2" 4'-9" 5'-4„ 16 V-0" 1-=1" V-2' 1'-2' =_7" 2`-5" 3'-2" 3'-10" 4`-9" 5'-7" B'-4" 7'-2" 20 1'-0°" 1"-1" 1 °- "" V-2' 2'-0" 3'-0"" 4"- ., 4'-10"' S"-111"' 6'-1 1 "" 7"_11," 8.-1 j 24 V-0" 1'A" 1'-2" V-3" 2'-&' 3'-7" 4'-9" 5'-10" T-2" 8.-4" 9'-6" 10"-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES, ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. N.T.S. Jc Plumbing Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE A! TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i i \ ■ .CGS SLEEVE THRU STEM e n. SEE PLAN FOR--'°• a . • • ° FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN Hll, 11NAOt 4 F'VU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ' (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" v CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION ,d . . a . I I IT I I I —III —I I a: I I' d'. a II—III-1 o I I ° I — III —III- 'II � I I - � I L--�� SEE FND. PLN. SIZE & REINF. GRADE BELOW GRADE PIPE VERTICAL THRU FND. P TOP (2) #5's x 4'-0" VC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION I— i G SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE .0 . - I F/—' - .44 I I, I I 1=1I I = `� :° 141= I1=1 I1E 1I1' cI i �III=� �o' _III-1 I I - a ' SEE FND. PLN. SIZE & REINF. 0 N O M LO LO 4_<Y ad. ry z W ' yi 4- � ` % �11 ;. s:, y7 0 ❑ W Z Q (N� > 0O c W L L C? U V) r ' N 2 V d W E y L D 0 2 o O �o Q Z U .N V w 0 V o E V a LU W Zvi uS Wpm W W J w 0 0 Lu =2J>' � YZQ z JO Q Q U ¢OgJ�O>�cnLLOOOLL =�OO'zO2,OOm�z¢Q ~ F- Z C,LouEL ,WWcnwwWin=o'¢� Q IL a�¢OwQUZwz���oIL O W �I—F �YOZ =O` Q Q OQ oQ LL LL N O O N OW f— z Q00 O O Q U) � J V) V) LL Q W Q Ln 11 M Q U Q 00 Z � z � W � o cfl oo ao O O O C) N CD CV C) N C)O N N O N N O O O - rCD O o0 C4 �� 4 C 0 0 0 O O 0 � o L_ `- c- r O N O CO O "I' O V7 O cD Z —Zo in �Uo�o LU � Q LO_0 -- z z0-M Z��t- Z =co0z 2 w Z z >ZzILL r-1 W I Oa2z MF Qw U`)Zz LU Z T Q0 ~ • Z U Q Ja O� 0 �m z_ z Z J ULJ �, o � LAST PLOT DATE Nov. 3, 20 STRUCTURAL . . z p J DETAILS FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER / CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESjdk ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O..2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL ---TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND WIBERMESH" .4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" GRADE c il r r• o D °° l III=1 I I=1 I I a 6 MIL VAPOR :IIIE ° BARRIER III ,' C IIIII _ D I I (= CV COMP. SOIL. IIIII ° (COMPACTED TO 95% —I I I I =1 I I=1 I I 11= MODIFIED PROCTOR III III I I1=1I 1=1 I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD, 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �M 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D � 1=IIII—III—I m -I 1.;,111��,11111,1111�1� I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH — III —III —III= I I I I -I I -I I -I ;- 1 8" 1 -.1 � . ,—...:E' TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �,S3 FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL If EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F.11 @ 24" O.C.) 2 °' '. ; ° 4' ° �3 1/2" MIN. , °•..° a •' Q .. ELEV.-0'-31/2" z N ° 2x4 CONT. A. .. °. ° ° ° d . A.F.F. o IL '. b. ° ° a ° _ Z ° -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - w/ (2) 16d TOE NAILS @EACH END (U.N.O.) (OR Y8" GYP. TYPE "X" @ 'SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUG BELOW TOP PLATE '2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS � 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Od NAILS I 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR ,6x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH �3 1/2" MIN. °° a ° .. I '• � la ; : - ... °° 4° ' . °a ° . ' — — 4° I I-1 I _I ° ° .• --I I I I I -=I I—1 I I—�I I- III--_ i 1/ ( In.)- °DN W a a 31/2"( GARAGE DEPTH VARIES ° o min.) - 4 z III=III _III=III=III=III=1 1 I I' ' (2)#SCONT. Il-11_„II11�1111,;,111-_,II 4" 1'4" 8" GARAGE SLAB AT STEP rB� TYPICAL BEARING WALL (CD STEP (CD SHEARWALL SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N 95 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS _ r TYP. 2x P.T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY =1 11=1 1=1 I I —I 11=1 11=__I '.III=1T_I—III—III—III Z NOTE: g. D III (IIII I I111111111111111111111111� N *FOR BEARING WALL I=III I III I II I IIIII I III I IIIII, I r W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ 1�=-�, , - I —III —III —III —III —I 11=111=1 I I —III —III —III —III —I 11=III—IIIEE -III, ; I 111 III 1=1 11=1 11=1 I I —I 11=1 11=1 I I —I 11=1 11=1 11=1 I I I F —III-1 11-III, II I II II 111 II I I=-,1 I I; I I 1=1 11-1 I I_ FRAME WALL TO C.M.U. WALL CONNECTION rD�'� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00 ° 11=1 I_I=1 I I-1 I 1=1 11= 11= I 1=1— _ _ _ _ =1 11= I I =III _=1 I III 11 I Q I I I (1) #5 REBAR w/ OPT. = ' I -I 11=1 11=1 I I- 11- 11=111= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' M °. . r CV III-111_ I l r. I I _III —I I W _� �=i11111111i11. d.�. • ' - li - .�.� III- SEE A/S3ORJ/S6- -LIII IIIIiIIiI„ IIIIIIiI= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6� -IIIII I I InI I I IIIII• FOR REINF, INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E° 6 MIL VAPOR BARRIER , i 11 111 I I II I N III D; -IIII III I "SHEAR WALL" SCALE: 3/4"=V-0" Goy,,.. ���� GSS QGS V p 1c� -�NU� S W -2x STUDS @ 16" O/C 14SULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK -SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °° 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN_ Fy= 60ksij 60 #5 REINFORCING BAR —III—I I —I II= r Ell I I1 ! #5 LAP SPLICE S III--ITI=, • • • - • ice• ��nr� ►��irwwwww TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2) 16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'4(2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 1 Od NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH b •. V IIISII D ° "(min.)-4"-1�1=1�1- _ —I I—I-1 I =IIII IIII I I I I=1 11=1 11=1 I I I II —III I' (2)#5 CONT. 1411 1 111�1141�,I�I_„I 1 ;181- U.N.O. MIN. 1 /2"(min.)- 4" TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1Od NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE D W U .. =1 I I=1 1 1=1 IrilEll 0. I=I�1�W '=cq 1—III- (2) #5 CONT. =1 I I ON 3" CHAIRS (TYP.) 8" 1'-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. w/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c 6x6W1.4xW1.4 =, WWF OR FIBERMESH r �, °. TI"'III' 'I I I"'1117 CD III III=III =III=' �.� #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" 9 CONT. BEAD SEALANT it j ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. °a � �° � � -3 1/2" GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C, W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E It 6x6W1.4xW1.4co c� r WWF OR FIBERMESH c, a ° n 1 M 6 MIL VAPOR BARRIER ' =III=E I —11=III=111=1 I I_ 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=V-0" S3 REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2 RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH N c 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.0.) M .E FOR TRUSS AT 24" O.C. MAX. _ SCONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00_ _ _° °' ' ' ° 11= FOR STRUCTURAL r' _ 1 III, III III, ;IIII III . BEAM SIZE & N ' IIIE I II — a _ 2x4 P.T. CONNECTION INFO ch II a -4 ■. IIII PLATE _ a e 7/16" .L'= D.S.B. Eo. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE ,vs3/J/S6 „ 4' 1-4 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. Lu SEE FLOOR PLAN FOR o w STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M U) & BASE CONNECTION INFO. SCALE: 3/4"=1'-0" S3 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND ATTACHMENTS & 18/D1 O'C' PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTAE-1 CHMENTS EXTEND FILL CELLS c 0'-0" FIN. FL TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 0 z GRADE a coFILLED SOLID (SEE PLAN FOR _ __ __ = a a' _ SIZE AND REINFORCEMENT) 0 -j = —II°� I=1 I I ' ° ° 1=1 I I=111=11=1' =6 ' I —I 11=1 I I I=1 11=1 I I —III w 0- w I I —III I 11=III=III= z w �BRICK PAVERS or SLAB PER o o ° a -' - z_ Q COMMUNITYSPECS "- - ojojojc .yOjOi0i0 &11 —I —I 11=111-111-111 I 1 III —I I FOOTING w 1 I 1=1 I I —III —III —I I I I I= —I 1=1 I I- U II�I11111-11111111-,1 ...111-111—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 O N O - �- N 9J A� o'" L p� q o.��� a r LO 0 0 i 4 •� °q" Obi e[l p , U,•q LO U. 25" HtB ��� j f.=m Gro` ¢ f rt.� Z Lu a Oz,_ w IY 0 z to (D LO 'u-) E L o .gyp M W L c) N 7 t� vi V 000 M _ W :EM O o 0 �s < °�� a U . N ui 0- N 7� i o E m V a -u W ILLIwl--Q W duiLIJ vi w0~ X �QYZO Z Q Q U Q��J�O���u-UO�JO =�0 ZLLLLLL0z200I—¢Q acnx�oZoEEoomzz cnw�wcnwwwcno�¢= 2 zWWOo�O V) <1-- Lu Q oQ o 0 a¢ M F- ¢ LL y CD O N o W F- 1 O O Q ul) J Ln �ILLW Ln �- 2: ,--I Q Q 00 Z W w JC) ko co T- 0o T--T-- � O N O O 0 O N O N O N CD CV CD N N 0) N 0) O O — O — 00 O N T-- d 0 ' 0 6 0 6 cD O O 1 •L L > r- O N o 0 4 L6 L6 0 c0 ^, .> 1 Z Z z O � W��> � Q -0E-Oua .� Z O w I--Q �1--H ~m0Z �. LDO w z �11:LzCK T"I 0- ZZw W I\ O-12z Q 00 ULnzz z ,--1 Q o ■ Z Q U U J °- 0 0 �m of z Z Z J ui a, o r LAST PLOT DATE Nov. 3, 20 STRUCTURAL . . z Q J DETAILS —MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION DOUBLE 2x TOP PLATE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED �I SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE • 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. /� I AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK It KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. G—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—,, FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT :. •• . � � • I a • • , ' ' •' • ' • —Ilmin III,■ ■■III1 �!li ■mill 91 II IIL lia�� �'■ill �IIlI ■l■I�� Ilia■ IIIL:�' II!■■ �IiII IRII'�I NOTES: C FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4°° FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J :- w > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL Zx6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR— TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4.: a SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED FACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WA i ER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x TOP PLATE 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL /l{ L EXTERIOR WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SLI SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING "t VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) -TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END °' WALL d' c ° DOOR STOP 7 a v a. ° o ° MOLDING U GARAGE r 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED SIMPSON SP2 w/ (12) 10d / NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING C O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48, SPLICE STAGGERED fMiti 0 • ' 10d @ 8" O/C SEE A/S3 FOR STAGGERED FROM DOOR TRACK u �/ EXTERIOR ATTACH LSTUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4816d TOENAILS TO P PLATE a ° ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL �J TYPICAL GARAGE DOOR BUCK r K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. �,L4 F= 2240 LBS SIMPSON SIMPSON SIMPSON n HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �Ol'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR . INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP.. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N,T.S. SL� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS C P.T. ATE auvirwry or,+ Sot auvrrwiv SIMPSON SP1 SIMPSON SP4 ST ST co J M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 ° a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 — SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SP SjMpSONSP4 —\ LINTEL SCALE: N.T.S. or,+ 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) 3 (3285# SPF 3 (4065# SPF 3 (5665# SPF )S (6865# SP N. 8" PDXIED A.T.I t & NUT 'OXIED A.T.F t&NUT OXIED A.T.R i & NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a /d a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 0 CV 0 N cn a • .' , < - LID o LO 5 LO '.�.: ¢ ew Lu ,.. Lu z L0 E > O 11 p W L ❑ MN 6 � V ` M E�` A L L' O W 2 0 2 Sc O Uc, m Q i u •N V Lu Q 7N i o EcD V 1� 0 w w �LLI Uj W0H W~Q ��� �2Yz� Z o g 0�= v 0 00 J O Q U Q � V- zaa C) O 0 cycn��oL`o200M, WLU WV5Lu Lu -j(Do->ZY❑Zz�0 0�a f!) O Z _j ¢<01 Luz�wc�oa a0w ��� 2W�20 ¢ OLL Q 0 :D 0�a9< O O oLu p-1 z CD 1.-q 0 Q '' M O aVMLn Un LE V- Q Lu Q Ln ay-Q00 Z u F- w W Jo Cr �_ O ao � oO ` r C)� N N N O N o N ;0 °; CV 0 N CD N CD N M N O O O r- D 00 CD N 0 i T 0 0 0 6 0 0 O 0 0 1 C0 r 0 N 0 M 0 't 0 LO 0 O �> .. a'� Z Z O owU) W LU U H C) r _0�CL ¢ LOZ _0 Oa=Q ZQ T� _ ~m0z W = H = Z j J Z Q Z TI Z Z LL w N O_j2z >. < ULnZU' z � �¢0 ■ z U o�� 0 �m ¢ z Z z w J w It N LAST PLOT DATE Nov. 3, 20 STRUCTURAL z .. O J DETAILS SIMPSON HGAM10KI w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ 2 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ 18 BACKNAIL wl (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR () ( ) 2"x4" 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL U E @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR •' FIRST FOURR — ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CENT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8-0 O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ •� 2x4 CROSS BRACE WEB LENGTH &NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 10d NAILS 6" D.C.INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" J.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL VERTICAL MISSEDI L SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MST6 1 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1DA w/ (18) BACKNAIL W/ (2)16d NAILS x S 2) 10d x 1 12 AT EA. SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SAILING N DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2X4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA, END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL SEE WALL ( NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MAT(H BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N iN @ 24" O/C SEE STRUCTURAL ON SHEET S5 FOR OUTLOOKER X-BRACING, AND TOP r NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° 0 0 SHEATHING DETAIL FIRST FOUR ROWS 1 1 2' 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OFES @ WOOD TRUSSES CDco 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING % EACH JOINT W/ (2) 0 Ir AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS W/ 10d NAILS @ 6" O.C. FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E TRUSSES FROM EA. ES AND 12" O.C. FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL 0/C w/ (2) 16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D -�� SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=T-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 1 9 ADDITIONAL INFORMATION. S5 2"x4" OUTLOOKER @ 24" - D.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 V_IY 1. ULl 1W— GABLE END BRACING DETAIL MMI ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES L 6" OVERLAP -MINIMUM (2) 16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm— SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" IIL" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. CLli wi ®�-- — — — O 0 1 o � 0 1 z o w 0 o � 0 :;T d w o T � o ' T o � d— w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N,T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"xl 112" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES (TYP.) . GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N 0 N _ m D . . 0 LO .$j- w tii $ , � A W . &TAA a 2 '�A, 4I� C e. °' •t .• fit° ❑ LLI z Q nN >o o CO 1'4N v N V -0700 t o W O B 0. Oro Q .^N1z w�� cO E ri Lm 7(D V }L� V a a V, W ❑ LL (n W O H w c�� 0gYz� z 2 p2 J 0 U � ¢ �wHz'tR0cM'2 X J� C� O 2 O 0 c � JU��ZY❑ZLli- LLOO¢O W M U) Z ¢~wO�H�_gwo�L) 0Q o 0 oaz�¢ LL ¢� F N 0 O N O I_ S O 0 `M O Q Lr) M Lr) 5" � W W CL Z U < W w J� cfl r ao r ao r o N O O O N O N O N O N O N O N O N O CD O O 6 O N r 4 CD r O O O O O r O r O > 0 0 0 0 \� Z Z z0 �Wfn w LLJ Ul~--� V! Q Uo�� LUQ LO Z Oa=Q z= _ r =moz go F- z j J �2Z� T� Z Z w IF O_j Mz UMLQ z z =QO ~ ■ Z Q U " JO_ O 0 � m z Z z LU� 0 LAST PLOT DATE Nov. 3, 20 STRUCTURAL z p J DETAILS (1) LAYER TYPE II (430) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. L 15/32" CDX PLYWOOD OR 7/16" BAF BAFFLE O.S.B, (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING ,� 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL 1-1 � NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT >< cn FOR MORE INFO w o 16" O.C. 2X S.P.F. STUDS = W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 314" PLYWOOD DECKING GLUED AND NAILED W/ 10d = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = INSULATION PER 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM METAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" —.0/ GYP. TYPE "X" @GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 NOOK (SEE DETAIL) 112" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0., BASEBOARD MIN, 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY c E .a. ° a GV ° M ' I —III _—III—III—I I I I E ' I �—III—III—III 6x6 W1.4xw1.4 I11=III=III—III—I WWF OR FIBERMESH ITII II i II I IITI II I I I ITII FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL 0 4"x4" INSPECTION PORT AT w a- EACH FILL CELL TYPICAL a a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 3 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE da FINISH GRADE 00 a 00 '°. III —I —I 1- o z ►I�rIIIIIIIIII- T I STD. 90•HOOK (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR ��L' W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST V *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR, UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" ��S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0 B.U.C. (8)1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN, 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° a a' Illlllil —'� IIIIIIIIIIIII - -III, ; I I II I I III 1 II I II 1 IIII I III i I.I I II ICI 1—�{—C #5 CONT. ON 3" 81f j 1f_QII 11 OI, II CHAIR W/ 3" MIN. O O CLEARANCE INTERIOR 2-STORY FRAME SECTIONrS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE BEYOND ROOF NAILING SCHEDULE 15/32" OSB I II EXPOSUREI II I SHEATHING II II II II PROVIDE II D II II II BLOCKING AS I II REQUIRED PER SECTION X-X IF I I NOT FULL II HEIGHT SHEET C II II II II II II II II II II G FLOOR SYST M I ------ 1---r--T--II -- 15132"OSB I I II II II I EXPOSURE 1 F F I II II I SHEATHING w II III III II II II I SOLID 2x III IIIIIIIIIIIIIILIIIIIIII III II II III, IIIIIIII OCKING @ ALLBL SHEATHING EDGES (SEE_3 OPENING 111 _- I SECTION X-X) wUW II a�0 II GQ xxG_-- EII IIIIIIIIIIIIIII �__�I_ III III III II II II I II II II I Ld 2x STUDS Ld pl I I I II I III II I II II it BEYOND. III I I I II I II I II II I I SEE PLAN o III I I I II I II I II II II I o III I I I II IpI II II it I I_I1__1L_I L--.L__I.L__U- _ 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM j 4 FT. I ------------------- I O31 I 1O 5 FT1 4 FT. C 5 FT. --- 4 FT------------------- I I OI I 0 L----------------- -- 4 FT. Q z I ----- --------- I 4 FT. 4 FT, ROOF NAILING ZONE DIAGRAM T�7 SFF �Ow N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) NAILING ZONES (SHINGLE AND TILE) o LU ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD CO ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 Z LL Q (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: = ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o L'd (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 o > ¢ O F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a 00U) O co co LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z w LL — STUD AND OR BLOCKING AT ALL EDGES. 04 0 v LL A MINIMUM 118" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" S„ _ SPA, I S 3/4' I ) SINGLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END r E: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 1 AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" 0 C () STAGGERED C WALL SHEATHING INSTALL. VERRQAL8LXKMG S6 & NAILING SCHED. SECTION X-X S4 BOX HEADER ONLY op NiFR�0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 26CO#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 1 WWF OR FIBERMESH ' o. 4 . a a4. (3) # 5 REBAR ON 3" CHAIR - 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 0 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-Y (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO —2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 r APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE - WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE = _ °° T ICI; II r� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. O 0 N m J 6E- b Ln CO LO e WY .9y�.�• P- �, e 6 - ° �� M ° LLJ g a & ryz , > Lu Q nN > O0 " 0 _W L '= -0 °"? O 0 cM N N Lo t}' N ri V �_ .� (00 E L s o Y/ O u a � s c) LL N Vc _ ) CD0 co a) I. C a LLI W (D LLI w w�Q cg2_j wezz� z 4 U ¢Z)— Z�0�zu_LL— cnO�D'<nu_U0u0_j0 m°z¢< Cy O O JLu CL ZYozz�0Lu0 a � 0 Z _J¢ 0w _ ¢~pw �H¢U5 �wo2L) 0X o 0 o¢Z ¢ �¢� N 0 O O N OW 4 u') 1--1 r�' � Q0 O o `M O Q V M � � � Ll. N z Q Lu Q LPG I-- E ('� I:e a '" I a>_a00 u Z � W w _j c:) d' CO r 00 r 00 r O ('V O O O N O N O N O N O CV O N & N CA O O r O r 6 O N r O 1 r O 1 O O I O O j O r O r 0 ' 2 > r 0 N O M O 4 O L6 O 6 Z Z 1� z O � u 0 i Q Lo Z Oa=Q zLu~I- Lu _ uj = 00OZ H = Z z J v Z Wmzw r-1 Z z OVA>_co 2 0�0 (nZz Q Z r'1 T < 0 ■ Z Q U J a ® 0 z Z Z W J w0 lqr— LAST PLOT'DATE Nov. 3, 20 STRUCTURAL z O i DETAILS —MONO 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 1 X 4 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3, I TAPCON. INTO FURRING TAPCONS FURRING 3/16" 0 X 3-1/2" LONG TAPCONS STAGGERED 2X8 STAGGERED @ 16" 1X8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 1X8 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3116" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER - TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 FOR CONN. DETAILS , FOR CONN. DETAILS 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TAPCON TO SHT. SDW2-K1 FOR CONN. DETAILS 1 Od @ 12" O.C. 1 X 4 FURRH 2X8 P.T. WITH 3/16" 0 X 3" L2x P.T. AS REQ'D L 2X8 P.T. LONG S 2X8 STAGGEEREDKED @ 16" O.C. 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR \-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLA-i ION DETAILS OR THRU —� 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B7 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS (1) 2x4 JACK ST (1) 2x4 STUD TYI 10d NAILS @ 8" O/C TYP. 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END--r-_-� LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL K SCALE: N.T.S. SS A/C RETURN HEADER AT BEARING WALL SCALE: N.T.S. - SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX.8" FILL SOLID BOTH CELLSk #5 REB, (TYP,) STD. 90' HOOK (1 t Lila P/z +5^ t L NOTCH WEB AT FIRST 2 COURSI "- 'rT ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 BASED ON ENGINEERING PROVIDED BY CAST-CRETE ,THE FOLLOWING IS AN ALTERNATE TO A SINGLE LINTEL OVER MULTIPLE OPENINGS, A SEPARATE LINTEL MAY BE USED FOR EACH SPAN. THIS WOULD ELIMINATE THE NEED TO FIELD CUT THE FLOOR OF THE LINTEL. CAST-CRETE PRODUCT SPECIFICATIONS AND THE FLORIDA BUILDING CODE REQUIRE A MINIMUM BEARING OF 4 INCHES. THIS IS A PRESCRIPTIVE REQUIREMENT TO PREVENT TOE SPALLING OF THE FACE SHELL OF THE SUPPORTING CONCRETE MASONRY UNIT (CMU). IN THE CASE WHERE TWO LINTELS FRAME INTO AN 8 INCH CMU POST, THE LINTELS SHOULD BE CENTERED ON THE POST. THE ACTUAL BEARING USING A 3/8 INCH HEAD JOINT BETWEEN THE LINTELS IS 3-5/8 INCH. IF USING A RECESS LINTEL, THE END WILL NEED TO BE FIELD CUT TO RESULT IN 3-5/8 INCH ACTUAL BEARING. A MINIMUM 145 REBAR IN THE LINTEL CAVITY THAT IS CONTINUOUS BETWEEN THE LINTELS SHOULD BE PROVIDED. AFTER GROUTING, THIS WILL RESULT IN 8 INCHES OF BEARING ON THE COMPOSITE SECTION WHICH EXCEEDS THE 4 INCH MINIMUM BEARING REQUIREMENT (SEE DETAIL BELOW). 4" NOMINAL BEARING 4" NOMINAL BEARING (3-5/8" ACTUAL) p (3-5/8-ACTUAL) I II I CAST-CRETE CAST-CRETE PRECAST LINTEL PRECAST LINTEL MULTI SPAN LINTEL #5 REBAR CONTINUOUS OVER 8" CMU POST 8" CMU POST (7-5/8' ACTUAL) SCALE: N.T.S. 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A W/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" L L MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL — FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S kp + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL I IAIA!'('CDTADI C IAIQTAI I TI(lAI FILLED CELL INSTALLATION H SCALE: N.T.S. SS —2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD NGTN PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT + + + ENTER SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 W/ (18) 1 Od x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" COVER 6'-0" I F.F. EPDXY MIN, 6" EMBEDMENT E 3" MIN. EDGE DISTANCE p' D gD o. J I-1 I I —I 11-111-111-11 Imo. 111111111111I 11111,1T(,,111- .D � DIII—III—III 1111111111111— 11El 11111 d I I, GRADE N P M z \ N �D D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY or SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" cGG cuGr:T n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 u- 0 W LL I— Z) U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE WI 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA@ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT .a ' a 4: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLOQJR ° ° D D #5 BAR XX D. D1 10 CENTERED W/ g 90° H* D - IN TOP o _ _ , �g KNOCKOUT / c� —I _ = D ° CHAIR BLOCK MONO FOOTING PLAN I —I I D .-0 ° . D ° SIZE AND REINF, PER I I — ° AND SECTION DETAILS -I CLEAN FILL -I ° DIRT z ,. STANDARD o 0 90` HOOK iv #5 BAR IN FILLED CELL ' ®®_ _ .® STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLED CELL DETAIL L4% SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 0 N 0 co LO co LO a 1 e"- tI ' w z Q ^` E 0 W L "? o n 0 cN 6 (n V M C W 2 p o W t 0 .� 0 L� g Q s C)10 �(n W a� C ^, W -u N L co Ems_ 0 ❑L Uj' WOH �, W 0 q Y z ffnn V W 21�J of O 2 J< O<:�< LL v -'200M,2za< a Q J O I- F- Q O aw=wo ��a�'.>zYW❑~ZLL�Q0�� z O Z LL ¢~w0�1¢-�Zujwo2v❑a 00 o �<< O N 0 IW- ,> CD ro O co Q LO Ln J G L I W Q Ln ce < 00 Z Z W �� (fl w co o O 0 0 0 C) N C)o N N 0 N N N O N CD O r- O Ob N 4r_ 4 0 � 0 6 0 6 0 p p O Q c � o i c- r- O N 0 M 0 14 0 L6 0 (4 1 Z Z O ow0 w j Q Uo�� Li � LLI ■� LO Z 7 L LLI F - Q � F- LLI =m0Z (jOtW Qz Z wr.-I a. Z z Ova>-Lu 00 Q S2 z Z T-4 z =Qp ~ • Z U 10� -�e Q O"J�. 0 F-- m z s s z Z J W� N' LAST PLOT DATE Nov. 3, 20 STRUCTURAL z o ®J DETAILS-RETRO FIT SCALE: = V-0" NOTE. THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VV/'iLL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWcJ TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP 041 BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) D ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND (SIMPSON MTS12 w/ NAILED TO SUPPORT (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" 3/4 PLY" ON DECV —2x8 SYF AND N/ FRAMI� 2x4 DRAF' STOP 2x4 BLOCK C0 SCALE: 1" = V-0" 2x12 SYP ( SCAB 2x4 GLUED AND NAILED (EACH STRINGER- 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/-1" X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C'° SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS1 (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. N EWE L POST BLOCKING SCALE: 1" = 1'-0" 0 1 /"XI M VUIVO I MUU I IUIN UC I /AI L%'*.*) (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT _TO )ISTS) 2X PSON MT 10d x 1 1/ u :L POST LET INTO ROCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILEC FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" 0 N 0 M LID ,':. 00 Al Lry''S? e', Fsr K Z Lu LLJ p Q ^N W > O F, p W L 1,0 ^ 0 � IN In N 7 V) U -070- 0 M E 'L t O W Z) 0 U o O LD)o U 'ul Lu Q- W L cO Eco Lu W (Y W 0 Ld vi w 0 i- 0 w~¢ �ui 2J Of zOf z LL Q U Q H qZ)- JNO���LL �O)KQ 11 L 0z20O�¢~ Ocn000 W= zo0E00mZZ L) U)Z O��O�Z�wooO 200w ¢ 0a Z)0QZg¢¢ < ¢ LL 0 LL N CD O N oW H � O z ® co C) a J U0 U- awQLn aUa00 Z F- W w JC) J CO r '0 T '0 O O O O N O N O N O N O N O N N O O 4 0 0 0 0 0 0 0 0 O O C 1 O �c/) L >1 O N O I C+7 O I "I' I O LO O I C4 1 c/ N z_ Z O 0WU) c: Uo�o W � — a Q 0 LO.T- z Oa=Q z I �F_ y =m0Z (0�w D Z 2 Z Of 1 z Z W I� OJ�z ULnZz Z 1__1 = Q O 0� ■ Z U g IL 0 O F-- m a Z ST z w W� IN N LAST PLOT DATE Nov. 3, 20 .. Z 0 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGHT = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MA ' BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS, 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12, THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR, EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^wn 4R4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8 OB 8F12 OB 8F16 OB 8F20 OB 8F24 OB SF28 OB 8F32 OB 8F8-1B 8F12.1B 8F16.1B 8F20.18 8F24.1B 08.1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 (19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (7$") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 12564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 1V-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS cAS7'��RlT! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.0B 8RF10.0B 8RF14.OB 8RF18-OB RF22-OB RF26-OB RF30.OB 8RF6.1B 8RF10.1B 8RF14-IB 8RF18.IB 8RF22-IB 8RF26.IB 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 6639 8060 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917(191,9311 19 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39) 7402 (19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 15048 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 (48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 (47) SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,��/►Rm SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU T-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1l'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8' PRECAST w/ 2 RECESS DOOR U-LINTELS 4^wr-4RSTi SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^=4*94" SAFE LOAD - POUNDS PER LINEAR FOOT -�YpE LENGTH 8F8.1T 8F12.1T 8F16.1T 8F20.1T SF24-iT 8F28.1T 8F32.1T 8F8.2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 721 23 1021 1634 12 2102 1 257110 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 (151 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 (151 1034 15 1272 15 1510 15 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151(15 1366 15 1582 (15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 (131 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 1Z 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 (1 393 i 480 1 567 1 654 1 142 230 369 531 713 7) 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 (10) 545 1 629 (1 137 221 354 508 681 7) 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-1T 8RF26-IT BRF30-IT 8RF6.2T BRF10.2T 8RF142T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12 1301 15 1640 (15 1980 15 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 LINTEL PLAN LG ) � UNIT'1871- 1ST FLOOR PLAN 1/411 /4" = 1'-0" 0 O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE a % °pp ° �-' o [8F1"6�-1B//01T o°o 8F16-1B/1T 8RF14-1B /0°T 0 0 °a L\ O° ° c e 4 03 °o° p ° 8" PRECAST LINTEL W/ (1� #5 HOR CONT c BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - o O ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° a 1-1/2" CLEAR C.M.U. > C J = � 4 ° Lv-LL'F- LWLUJ 0 0i/i a ° BOTTOM MIN. (1) �LL�O REQ'D ��mN QZ o w � 16 GAUGE POWERS O' 3:` a STEEL BOXED ce a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR ¢ a E = GROUT w_ #5 REBAR AT BOTTOM ULn, ° OF LINTEL CAVITY � O O BOTTOM REINFORCING 7-5/1"PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-16/1T NOMINAL WIDTH � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 0 0 M n. �n� ' *_ ate'^\< CD co pvl w w Z Q nN OLD E 0 W L on N 5 in V Q 0 M w. E .O r m W ` 0, O �o 'N U Lu Q� L co C'5 7W V - a-0 ,1 W Wy (� W 0� Uj Lu0 LLj wI-¢ w�� ��YZw Z �00 JOV0 <QcyXJZp LL OZ2OQOOW��mzZQ LLZ)O Z ~J¢O¢¢�O�F- UWcycn aO VW Z O w OW W Lu Q O O 0 c¢QQO - L- f N O O N O Lu > (J) Q O Q V M LLn LL Q W Q Ln aua00 z�� W w -jC) (0 0o O O O O O O O N O N O N O N N N O N d) CD O O 00 O N r- CD 1 � 0 0 0 e- O� o 1 L L-- O > � O c-� O c+i O 't O Lci O co > 1 ry Z Z O Uo�0 owu� Q z Z Lu �co0 =F - =Z v Z J Z� T� Z Z Q00 Z rl Z Z =QO ~ r � Z g U 000- -2 m S11- z z z w 1871 N LAST PLOT DATE N61/3/720 STRUCTURAL z Q j DETAILS I M I 99bW" 99A ffff r--7r----sA . ...... . . j7"A—Z!777%F7777=.' im" 'ne, , ILI", '' —ala"al -AV A I 0-%-j m ANW 6AW&J 0I Mounting Brackets 00 G:,zosiqe-� 4-1�2'x4-1.,'2'x 2-1 -- OTT Z 00 fit Back Cross Support 5". Anchl St-hiter-IL& Right 8ra4ket C.6 Gau,90 Bolts I 71)ia� A325 Gall YP-) !ft R)rillill 14 Sc rk-r- Unit, auttorn Rico 00, SIII Washer; t Typi nq f 3 i im frz in it, 11i Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) 14 Self -Drilling Screw-s Thf u &ackets & Back Cross St-poort Into A/C Unit "tom, Side (T�pl 3 frach side for hurricall. oss-01 l4qVU& III N!IL nklijjjjlill� Pr� lill"JelI IJJI J: I t1n all rnov U kid w �;d% c�m if Hill 111, 4111411,111111 A'a BTA�C' E=, award fuliked, Smal Ehm"ing avalffill lorpal Mai forall 6 �460A III wrilf All Florida Department of Business & Professiorral RequiIaltiop Pace I of 2 Building Codes and Standards Product Approval Application Dell ll 21 WA Do 2dLemilul Pill TM mil marialill finothoor & WMIn validated It Mill alsill IM ERP-Ummill URM P-*—m RcvtS0Cn 1.017 CKror Cono &kpp�y & Mw-hufacturtnig L I,C Eno Dul Camel 6 Kuhn Lel 6olvidtri P E 01 X20 17 11 T 10'?l 7COI 7 1�Y12QVT Asel Catinjory-,Rcioling �352� 4%-0778 PE,75519 �314i 3W-IW SubCalloquiryin Metal Roofing Method: EvOull Report from a r[mma Remdered Alichol or a Licensed Flionds EuuligldLam&= Engi # hill of Natrine EMA!q Modal Ni LOW RE2119 221 imracl %day A91i E)WInalop Qaltv Agoroord 14 Use In 11M Apturovad for Uso gilitlill 4 Irill gj�!Maru a"M Pamam 0-012&quot' Ajurni 5V Cruel Me 0 032&qud 5 V Crini ASunninum Root Panel Ntizw-41 I'le. Y ts NIA -Wril ol l5n2t,inne Fil - 1 I)S �Psl` 2 0.Qa26QuoL Aluminum Gull 10, Mo 0 0326illinc Alurnri Gulf Lok 16&quckf� Wide �ao Yes tbA 4 N IA4' pol I civi" 1S1X'&qWci Plywood g lill Von W"ilraip l9qlma,(,09l3rap24Gq 17&�ud w,4oPooTPlm-I Yes Yes III% N#V- 1311 OPS mar Pil laquol, 24ga VeSsLor. VtmaLoc 24�s 16 5fil Vill'i Ill Panv 04'll2rZIVIR Yes Y U'll! N(A -NAY mw 1?5�6218l Pfy�oodl -136"PS!, I 'mml `v�swL'TjC.0"2$'qmt' Awmenulin -�&qossl 1,1antLoc min 0326 quol, Xmi oUvir 04"'l 2 12, 112 4 Yes Ye s NJA -Nmi 15=quoi Plywood -tol OPSF I UI �4g* Oullrsnap "�&:root Gulf Snap 2496 1 Ill vi Roo Yes yes 1411A �N-'l Panel over 15P-74lquot: Plywood -Si--r OPSF 1.54ull 249a. VersaLoc I 56qui VersalLoc irrin 2493. 16&quot: wide Roof 0411112024 Yes �eq panioloi- 1��Wllnwot Plywood -5F 2&quot 249a lislegall-cc fall 24 Ga. 2tquct: Milgi 186quol -de Roof W, 11r,024 ti Yes NIA N]AI Panel o'er Plywood 108 PS 9 14 02L G#J1f Lok hi '4 G2 Ge Lok 164quot Vil over 15=40r,01 04112rW24 Ni Yes WA 11i Fes, P-11--i 10 24 Ga Gulf Sill 14.14GA GullSoUllY 1SAWc(,ftdcR-dP "W'ZrA124 No If ts tVA -N/AJ-93.SPSF 040' �,,pt Wood Perlin, over 115(32&oll Pt�wol 11 24 Ga Gulf 8*wn Ma 24 Ga G ul Sea rr, I a14 &qil Sim Lck*. 34i'121TV24 NO Ye, WA 4,114) 184-I'd Wde Roof Panel osarr I 5;%2&mM PlI .108 5PSF 11 26 Ga 5vCrm" Me Z6 Ga 51V Cril Rocif Panel civt,' If�f32&qua. :14': I:lGI1Z'!I Yes Y Mr, NIA �Nw Ply.— -156'VSF 13 Ml sliCT'il son z6 Ge� 5V CrWV I �,,329quot Myw Don 04�124h324 IN 0 Yes mA -NA1.13141SF 4 G5sv Wcomp Win 7l 5V C011 Roof Panel o�er IeA Viould 041, 211X14: No Y Us NIA �sl Purorls sm' 'I 5=&'l Ptyfood - 1156'slos' is, 29 Ga. Guff L,* Min 70 Ga GUN Lok I &&quoT. Wide Roof Panel over 1),W 2 -fI 0 2 A Yes Y ir NIA -NW 15�120;mnd"L ohlWood -it a 4-osF 16 sQ Ga Gulf Lick ill 26GA GO Lai 164quot. Wide Rod Panel over I'l sl hAl _-- 5 PS F lsn-asql - Plywood 17 �n Ga Gu.'981? lift 1-6 C-!S Gulf PBP Pod Pan-, oll No Yen wil `TYAl ifla 7PSF Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards Product Approval Application Detail 9tislity Assural Apprmo-disti Approved for Uso. lol N90 §91 Product Model, Nurnber-or Narne Product Descripgon Cortra�t Expiration Ode In HVHZ Outside Reallstal PraMure 18 -�G Gar Gull Mir,26,Ga GUrfPBR Roof Panel over 10 Wood 04/12:Q024 Yes Y as N fA, .0"'N Purlms nreer 1522ll Plywood -151-7PSF 10 26 Ga. Gull Mn 28 Ga, Gull ever 15/32&quot; Plywood WIV2024 Yes Y" NIA nl -*4 7P:,F! 20 26 Ga. GIIIIPBR Min 26 Ga GuffPBR over lx4 Wood Purlins over 04112/2024 No Yes NIA 15528crucil Plywood -151 7PSIF 21 26 Ga, Gull Min 26 Go.. Gullfft over 10 Wood Purlins over 04/12A2024 140 Yes NIA -N/At ISY32i Plynelood -164 2PSF 22 26 Ga- GuIfRib fl 26 Ga. GulfRilb over 15t32&quot: Plywood I No Yes NIA -1WA/ -159-2PSF 23 26 Go. Gull Mn 26 Ga. Guill over i M2&quot. Plywood 04/12)2024 Yes Yes NIA -PI/A/ -159.2PSF 24 26 Ga GuIrMlo Min 26 Ga GuffRib over 10 Wood Purlins ever 04112=24 Yes Yes N/A -ti 15r32&quol Plywood 25 29 Ga r-xR% Min 25 Ga� GuKRb over 1x4 Wood Purlins over 04112)2024 NQ Yes NIA N 1AJ 15=7&quot Plywood -123�SPS-F 26 29 Ga- Gull Nfin 29 Ga, GutfRib over 15/32&quot� Plywood OV1212024 No Yes NIA +N(Al -146-OPSF 27 29 Ga. Gull Min 29 Ga- GuffRib ever 1x4 Wood Pul over 94M2,lZ024 NO Yes NfA NIAf 7/16&qud: 0.3.8. 2� 29 Ga Goll Min 29 Ga. Gull over 7111 O.S.S. W12r2024 No Yes IWA -Nrk1 Code Version: 2017 11651 Application Typo: ALL Product Manufacturer; ALL Category: ALL Subcategory: ALL ApIA Status: ALL Compliance Method: ALL ct..':Catlon ty Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use oul WKZ: ALL hi Rosistalint: ALL D n gropi ALL Dale Fron%: ALL Det ALL zm UgAiiiiiiii Islim a" RVIs"n 2017 smad Vent ImodVaC Inc &ascil Graham Hetnel Fr Wsro P C- oll P"swiltn I IF W- 7J70 16 -36M hQu f a W111,I20 18 1MV2018 Avirr-gi caurgarr. ametufal Components I 441-83"L PF-13776 WW 30-0- 1 WID c*nquear" Method; Evak�alnon Repol from a Flange Regestared Archl of a L licensed Flood. Professional -"- ail Full Jilroducts aw 1199W 2WIDW 2"91 tM Raw" I Sre rlVent Model 41 640� 510 Dral Funmnm 9 Iol a rkd W wo a too Var rf 12'Giz,020 Yes Yes WA 2 SonanVent Mortel 44 540-511 0 lia I Function F I W iA nd Veri Ve 1� I I 1 2131 1.1 (GO 'res 'eleg t6A �IVWOD 3 Sirm rtVvnt McoW 4 1540- 5?0 lisupaleclFlorItl 1X31111020 ye�' Yvs NIIA -100$�100 4 Small Model #154"21 tnaumfodl Flood Vent IV3112020 Yeq� MA � NIAV- 10 0 5 SirrifirriVem Model #1540.524 168, qu at � Gvell Door F land "i I 211,U= Yes Yes NIA "Whk 8 Modln*1640-520 Wood ��l InsMalled Flood'VeW 12)3141IGO Y e' � Yet l +'Rnp InUr 7 OneartVilmil Mo,dal 01540-574 14,5&Quct: Gal Door Froold Vent 12n I r.1,020 Yes �es NIA WA < Ill rinninuartuNm > < qirrUrrftrn ('e%nnantnte, ]r� USP Stock No, A 3 Florida Statewide Product Approval No. I FL 1724 4 A Evaluation Report Basis (�018) ESR-3455 .... Exp� 1I ite 1213V2020 Simpson Stook No, A,23 Florida Statewide Product Approval No. FL1,0446.2 Evaluation Report Ba si 1 (20118) ESR-2606 Exp. Date 12J311 020 HD210-2 H D 2 '12 -2 HD216 FI-1723� Y FL17232,3 Ft 17232. 3 E S � R .",3-'4"- '4­5 ESR-3445 ESR-3445 . . 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ES R-4 S04200802 12i . 31 /20 , 20 12131/2020 '11201 I Z13112020 HETA20 FL1 1473.5 SIM200302 131120M i Z13 1 (20 20 I z-3iiii 12,;3112020 H71`16 FL114961 ES-0130 1Z31/2020 12J31t2020 1213112020 HTT22 1496.1 HTS 16 FL10456.22 ES-0130 ESR-2613 iTi H TW24 FL17244.8 ESR-3455 ESR-3455 It ?,"31/2020 12!3112020 HTS20 FLID456.23 ESR-2613 1ZI3112020 42-f 31,2020 HTS24 FL10456.24 ESR-2613 H TW30 FL17244-8 ESR-3455 Z?3 V2020 HTS30 FL10456.26 ESR-2613 17J31/2020 H7WM 16 FII Evaluation Report 1 Z-'3 V2020 HTSIA 16 FL1147all SIM200802 12.131/2020 HTWM20 HUGT2 Ii HUS210 2 I-WS212-2 . . ...... ... FL6223.2 FL62233 FL6223,� FL 1 7232.6i Evaluation Report Evaluacon Report 1�foiil I I �laU I o I n - Re I p I or , t ESR-M45 ESR-M45 ESR-3445 1213112020 I 12;3V2020 12)31112020 12'31=20 12`3 112020 '�II3-1,'2020 HTSM20 FL11473. 11 SIM200802 12J3112020 12J3112020 1213112020 12/3112020 12J3112020 12131/2020 HGT2 FLI0450,18 HGT3 FL10456, 19 KJS210-2 FL'110866-R4 ii F0JS212-2 FLI D8% 11 �HUS26 FL108%11 ESR-2613 ESR-2613 ESR-2549 ESIR-251S ESR-2,549 FL 17232, ESR-3445 12/31/2020 HUS28 10856.11 ESR-Z�9 HUS28-2 JL24 FIL 17232.6 FL 17232.7 ESR-3445 ESR-3445 I Z-V31112020 121`3112020 HUS28-2 11 ESR-2549 12131/2020 121'31/2020 124 FL10655.103 119 .7 ESR-3445 12ji LU26 FL10655.104 ESR-2549 121 T20�� JUS210-9 JJS24 FL17232.11 FI-17232.10 ESR-3445 ESR-3445 12/31!2020 LUS210-21 FL10655.107 ESR-2549 12/31/2020 121131J2020 WS24 FI-10655.109 ESR-2549 IUS26 FL1 723Z 11 E§k--5�45 12f31i-,020 LUS26 FL10655.111 ESR-2549 IV3112020 ,AJS26-2 FG�ij7Z 11 ESR-3445 I Z'3 V2020 LUS25:22 FL10655.112 ESR-2549 12,131,12020 JJS28 jUS46 F L 1 723Z i 1 FI-1723211 ESR-3445 ESR-3445 ----- I Z'31,12020 l2j3112020 I LUS28 5.113 ESR-2549 12i31/2020 IV31/202D 1 LUS46 FL106551 18 ESR-2549 Lj.�j4j � ­ - .15 ----- ESR-3444 120 12,13 t 20 1 LEG3 FLIOS67.71 ESR-2615 12J3112020 KSr,60 LSTA 12 LSTA 15 FL17244,15 FL17244.18 F L I �B �SR- ES . 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LSTA 15 1711-10962.7 FL11l FL110852A ESIR-2105 ESR-21106 ESR-2106 12131Z2020 LSTA'18 18 ESR-3455 1213V2020 LSTA 18 FL10852.4 ESR-2105 12�jj T/�bZ' LSTA24 I-STAW FI-17244.18 FL17244.18 72-4-4i'l, -8 ESR-3455 ESR-3455 ESR-3455 12-13112020 12/3112020 LSTA24 FL10852.4 ESR-2105 12-31,12020 12i3l/2020 LSTA30 FL10852.4 ESR-2105 I 2J31 M-20 LSTA36 FI-1085Z5 ESR-2105 121131/2020 LTS19 LTS208 FL17219,2 FL-172%2 FlL1-72-1--9-,2--- FL17244�8 FL17240,2 FL17244 22 FL1"7244,23 FL17244,24 F11-1724422 ER-0200 ER-02DO ER-0200 E SIR -3455 ESR-3447 ESR-3455 ESIRI-3455 ESR-345-5 ESR-3455 -1Z—,3V!2020 12131-12020 LTT19 FL1 1496.3 ER-130 -Z' �1 12 0-20 12113112020 LTT208 FL11496.3 ER-130 1I LTVV 2 Lle MP3 IAP34 Ill MP5 17--f3ill 1 Z13 11 2020 12-13 1 Q020 12131112020 1131,2020 'I ZI3,U2020 11 �Ir34120201 L71`131 FL1 14W3 ER-130 -;�-112020 LTS12 FLID456.29 ESR-2613 l2f3112020 12131,12020 -12131/2020 ';IF �31120:�� 1X32112020 12131/2020 Ll FL1 147M LS 30 FL10446.15 A34 FL10446.3 LT:�P4 I F11-10446.19 L,S 50 FL10446.16 SIM200603 ESR-2606 ESIR-26063 ESIR-20>6 ESR-2606 MPH3516 FL17240,3 ESR-3447 WM1416 FL10667.86 ESR-2615 12/3112020 li 12 li 15 MSTA18 FL17244,18 FL17244.18 FL17244.18 ESR-3455 ESR-3455 ESR-3455 -12�i3-107620 12:3112020 121-3112020 MSTA12 MSTA15 FLII F ESR-2105 ESR-2105 12131/2020 12J3112020 12131,12020 MSTA118 FL10852.9 ESR-2105 FL17244.18 ESR-3455 12IJ311-120�� -i2di!2020 MSTA24 FL10852.9 ESR-2106 12/31/2020 MSTA36 MSTC40 -17244.18 FL17244.26 FL17244�6 E �K-�k 55 ESR-3455 ESR-3455 IMV2020 MSTA36 FL10852.9 ESR-2105 121131/2020 42J3112020 lel FL10852-11 ESR-2105 MSTC52 1213112020 MSTC52 F L1 0852. 11 ESR-2105 M IV Till VoITINIS hl MUGTIS NOM 35'X12 Willi FL 17244, 8 FL17244,8 FLl 7244,8 Fj� I I Irl .17244.8 FL 17240,5 FL57B2 F L-578.3 ESR-3455 ESR-3455 ESR-3455 11�- I -- - ESIR-3455 1 1 ,E SIR-3447 Evaluation Report uatilon Report 1 W34i202O 12,13112020 '2(31,2020 --- -1- 1Z131,I2020 12131120211) 12MI2020 MTS12 MTS16 —I� ill r,1GT FL1 0456 3.1 F L 104 56.34 FLID45635 FLID4,%36 FL11470.9 ESR-2613 R� 113 ESIR-26113 ESR-2113 SIM2011�$803 12!31/2020 12f3l/2020 1213112020 ' JLYSiTiti�Y 12/31=20 IZ131/2020 5611 25 04.6 ESR-2616 12f,7112020 MBHA3,5&16 1 FI-13904.6 ESR-26116 12--, 31 i2 6 �6— PAIL16ti FL17239,13 ESR-3449 ESR-3449 1-9,'3112020 12ii H DU 2-S DS2- 5 FL10441.4 ESR-2330 1213112020 12l"31M20 GLTV3 516 1 F L 10667.8 ESR-2615 PHDZA FL17219,3 ER-0200 1 Z13 I 1=2020 FGTR FL1 1473.2 SIM200802 12J31/2020 PH)LI-1516 FL17241,20 ESR-3444 12131�20 CS 16 FL10852A ESR-2105 12131/2020 RFUS RS150 FL1724417 Evaluation Report FSR-3455 1 Z`311112020 12r31120I210 Hi FL10456.5 ESR-2613 12131/2020 12131/2020 H10 FL10456.6 ESR-2613 RT16-2 RT1 63A RT3A RT4 3 FL 17'236,2 FL17236-2 FL, 17236,3 FL17236,3 ESR-3448 ESR-3448 ESR-3448 ESR-3448 ESR-3448 1 Z,3112020 12J3112020 1201112020 1Z131t2020 IZI-311'2020 H 10-2 H10A H4 H 5 FIL10456.7 FL10456 6 FLID456.13 FL10456.14 FL104%15 ESR-2613 ESR-2613 ESR-26113 ESIR-2613 ESR-2613 -YST �2= 12J31/2020 121'3112020 ii�5i/2020 T5 RT7 FL 17236.3 ESR-3448 ESR-3448 12131,2020 lZ-31/2020 HZ5 FL10456.11 ESR-2613 12J3112020 12J3112020 H2.�A FLID456.12 ESR-2613 JI RT13A &T22 FL17236�3 FL17244,36 I ESR-3448 ESR-3455 12113112020 H8 FL1 1470.3 SIM200803 12134,72020 SPI FI-10456.41 ESR-2613 _12(3112020 12-13V2020 . i2j3112020 S P 2 FL10456.42 ESR-2613 SI F L F7i4--473-1 ESR-3455 12,3112020 SP4 FI-104%43 ESR-2613 S PT4 FL17244.32 ESR-3455 12(3!12020 SPI15 FI-10456.44 ESR-2613 17J3112020 S PT6 S PT8 FI-17244.32 FL1724432 ESR-3455 ESR-3455 '2J31t'2020 12(31/2020 SP8 FL10456.45 ESR-2613 12131/2020 1213112020 SPH4 FL10456.46 ESR-2613 SPTHIS TH028 FL17244.32 R..1724432 FL17232,16 ESR-3455 .5 ESIR-3455 -3445 412(3 112020 12( -,Q - -31 =0 1213112 .0 02 12*112020 12$31=20 SPH6 SPH8 HfiU$28-2 HHUS410 FL10456.47 FL10456.48 FI-10555�3 ESR-2613 ESR-28I13 �.2511* ESR-2549 ESR-21.549 12131/2020 IZ31120210 '1213112020 THD28-2 TI-I F[-1723Z16 FL1723Z16 ESR-3445 ESR-3445 I Z'3112020 -1213112020 HGUS52555/12 FL1 1468. 11 SIM200804 12f3l/2020 12131/2020 Hil FL1 1468. 10 SIM200804 TH D412 FLIMZ-1-6- ESR-3445 1221 112020 H Di DS3 FL10441.1 ESR-2330 IMV2020 THD612 T HOH414 FL17232.16 FL17232 17 ESR-3445 FSR-3445 11213' .12020 121"V2020 MSTAM24 FL1 1473.19 SIM200802 12Y3112020 12/31/2020 M STA M 36 FL1 1473.19 SIM200802 JGTS3F FI-2033.1 E�.eluatllon Report 12J31,12020 MSTCW,4A- FL1 1473� 19 SIN,1200602 12!31/2020 UPH08 ER-0200 12r3lU2020 HHETA20 FL11473.9 SIM200802 12/31/2020 LGT3-S0S2.5 FL1 1470.7 SIM200803 12J3112020 12131/2020 LGUrA,126-2 FL1 1473.12 SIM200802 May 27, 2020 ...... Iq 3 :1 :J &I As required by Florida Statute 553.842 and Floncla Administrat[m Code 9B-72. *ase provide the information and approwl numbers on the building components listed bellow if they will be utI on the construction project fdr which you are applying for a CategorylSubcategory Manufacturer Product Description Approval Nurnber(� Test Pressures Ex p. Date 1. EXTERIOR DOORS I A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL�61 -1 +67-0l psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FL230461.6 +67-011 psf 12J31/2021 ThermaTru Firber-Classic and Smooth -Star (NON4MPACn IFL20461�9 +67-0.1-667�0 psf 12)31/2021' ThermaTru Firber-Classic and Smootln-Star (NON-IMPACI) FL20461.14 +67.0/-67.0 psf 12)31/2021 ThermaTru Classic -Craft and BenchmarR FL15225-1 +13TO/-67�0 psf 12/3112021 ThermaTru Smool and Benchmark FL15225,5 +6TO/-67,0 psf 1213112021 I'l-lermaTru Fl rClaS�Lc be 'I Smoothstar, ClassilcCraft, Rustic FL7640.1 +67,01-13'7�0 psf 12131,120;211 8. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 pst 12131,12020 PGT Series 5570 FL25110 4/14/2021 C, $ECTIOUAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279-37 +30-all psf 512112028 Clopay Building Pro I cis ou Residential WlindCode Doors W5 (16X7) 5 +30.0/-30-0 psf 5121/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL115279,85 +38AIII pgf 5f2l/2028 Clopay Building Products Residential Windl Doors W6 (16X7) FL15279,1102 +37.0!=41.0 psf 5l'21/2028 D. METAL LOUVERED DRS Cull DMsion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL 11537.1 WA (See inst shl 12)3112025 2. WINDOWS A. SINGLE HUNG M I Windows anci Doors . .. .. . . ... ... . . .... . . Series 185 F!1-17499�2 1018'111'26�ii'Y-i PIGT Sehes:5500 FL239.7 7/30120210 1 8,, HORIZONTAL SLIDER MI Windom and Doors Series 188 FL15361.1 -iAO,01-50�0 psf 21116Y2024 C. FlXSD M I Windows and Doors Series 185 FL15349A +40�01-40,0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2020 D� MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12t3l/2020 FIST Series 5500 FL261,1 9i 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1-FL13192.2 A� SIDING Ni 12131�/20120 IB. SOFFITS C. OTHER Alside Solid and Vented Soffit FLIS272,1-FL15272.2 +70.&--700psf 12/31/20,20 ,4. ROOFING PRODUCTS A, ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 WA -1 2J 16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10118/2021 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILA ORS Thompson Arch Metal Col Off Ridge Vents FI-116918.1 - FL16918.4 NtA 9/9/2026 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A 12131/2020 Lomanco, Inc DA-4 Exahl Vent FL17202.1 -WA-- —7/10/2021 E, ROOFING TILES I Tile Villa 900 FL7849.27 - 711-784928 WA 12131/20120 Boral Tile Saxony 9W FI-7849� 16 - FL7849,20 NIA 12/31120,20 R METAL ROOF Glulf CoastSupply& Manufacturing, LL 0,,032" Aluminum Gulfl-ok 16" wide roof panel FL 1 il R3 NA 4/12J2024 5, SHUTTERS A. STORM PANEES Global Protection Products Galvanized Steel Storm Panels FL15076A - FL15076.2 N/A 121'31/21020, All American Shutters I Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/3112020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Stroril see chart 11 TRUSS PLATES 17W Building Components Alpine Truss Plates FL1999-1 - FI-1999.4 UIA 12131/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197,5 ?1 1/1/2023 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL Fill - FL6527,,:5 WA 3/31/2021 D� MATERAL Cast -Crete Corp, CorrimerciarI Concrete Products,, Inc High Strength Concrete Lintels High Strength Concrete Lintels FL1�774 N/A NI'A 5/21/2022 511125/2024 'The products listed below did not demonstrate product approval at plan revielill I understand that at the time of impection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE CD (D C-- U) > :3 2 — -0 0- = 2 o—o M CL 0 0 0 —0 = .0 U- 0 a 03 I 0 > 2 C- �-- -0 . S� Clio Pr SHEET NO. Fm "J"A 1 . 0. Rondo Diapradirord of Busoness & Profeasional Regfifullon Burning Cod" and Standards Product Approval Application birtall raft 4> iYL, 23t11 2ft 2u, etasgin 2a Z= YAW- IC49= i2o" FWA-2UQmzW-' 4.0 Cessoi 2, wwastal 2-amigiul PAC Aes"gil A--�,4 Avoid- 14-4bn 22017 TW-TilxC-pxdJm Rkk VWW9 Lyman I- W-A P E W,-,-LK".Pc m5plo1y 07MM17 1411MM7 MIUMMIT App-d CA-gary EiRmlocowx (4191 MI 140 PE434M I81 704665 ti.bcougory Como". M.M.4; n Atw R&M a L-wmdFk-ift P"unmerial knomm E1.40e4 I1 a1LEMOW au Wool 9294 Himbu = Wits U21110 i2."ggg= 12dw etskg su EUM0 L-man I a T"m*Tm Fiber - and SmoodM$m Groqu. NO YM1T M composite E499 F-bar" Sir" Do's 9 F. T"w..T. rbim-CL-k -i th-=Sgm W— MOUTO 0P.?L. Tzr4ir020 we V- its PEA colvom* east Fee lons 3"* DM 11 1 Tfw-Tr w Fk,CWk and S..d"Ida !241120D tda yea M. MA Idgrairw Sm9o' No yfx W NA Florida, Doparivne-ni of 'casino u & Pielvzolonal Reguhtion P-- 2 & 7 Building Codes and Standards UMN20 Product Approval AppUsalion Detail WA 2UW9ktW9 glyyeft F2152jim 91.91eg 4.10 AL�YUNVU IiGO SERIES 420 AMNUM .*c 4'X0 2 SERRES 420 ALLA"UM 50D SERIES 4.:'::I"1I11RA0dIUM "'M M X") XIM: 11 arr15 M12 W&WdA114,11C N1011 RENRMICIM 3 SERiES 42MALUMMUM SGO REIKMFICED SERIES 470 AUMIMM-10-DREWFORCED GM U* Y" lea, WA 14!, 'Mq.ax%6&Vm 4 stk1VsRl20AUAXNUM Son llrsiPORCED St"P. eEs 4.1D $Go MNW5,4AC160 01a, I xnm"QMI No rVA .)(XSc&Q 'A.OLO F SRTS 470 ALL4A04VM,9SV REINFORCE0 SEMS 4.10 uMWWFA SGo RENFORCEZ XX-X 13-M17021) ?-1 W. VA Florida Depetiro ant of Swine" & Profeirsidarnal Regulation rag. 'al Building Codes ands lignm Product Approval Appillosillorl Dellaill EMMUM 21ta faft 20 m oshipandim 20 Mule mughmm 2mmet balimmUsam X0111110ft ESC&EMXV &MOSAId Am Aviiii0on 2047 GURRESOMMM04AAMInO DodloDave LIL LLC Ted Somamn, PE 11r3=17 1026MI7 IZMMI? 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P.E. 0&26I2017 0609r20I7 W280M7 1WO2017 Approves 190t0349.2827 PE4,4121 (M) 367-25M cmemamr.parlaimb MM 349-1927 PE441121 367-2U6 Ova"Iowcpo"b- Solicalmawr. sury pim"n"hdammomilaor da-cem CmWoa imismid: F4mitaidiin ReW it= a O-W*wn FWiWm RegigWred Ad*pd or a LiceIlmarl FkWa pmomiatim Eoghmr Gulft AQZIW*w aomidtamn Nam, AEOR RM"ZiM PjvdLmb ARNMWW.Um Ammilmillakim kffiffid RWR 2amd9obamoo in mm gualikilM HgIJLW stage" ProdtcY Model. Nmabsrm Names in mymz 2wm EMMEM YIN V44 MA WA 2 Hwd~ LOP SMWQ ftw-*~ by Small; 1213I2D20 YIN Yes MA WA Florida Dispartrimat of Business & Professional Regulation Building Codes and Standards Product Approval Ap~on Detail ple. I of I I I MUM. f2w 1111ft Rim go DMINIAlma 20 use ftasismim GIMM Loam AF o Reftlon 207 Clever Sulodir; Pmdum Carnparty MM*V*S*fokw larmdaI; Tomarg Smums M, Gmemomiff 1112VA17 0P10=17 12A5t2017 Approved Cm ogoqz fidifi. 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Product Approval Application Detail AMMILIN: go am mapenew 20 QRMW &W WAUM MOAMEM ywddw AWM9111110 em"Mid I&ORMUM am back riampm LrdMF. SCtIrTlaml P.E. km I Kka PJL 10104=17 i(MM017 101112M7 121`122017 Approved (330) 9043119 PS,4340S (413) 767-OW o1rioalpomillibilde.00na 20a ku9mo AVKMLldbLmm awmmu L20.d Rum P0001WAOMMUUM CW*MEXokauw Dab hitem QUOIN&i RININIant p3 MaIt or Sim Arm Soo IMIMM No Year me NA "a Deparinlant of Business & Profassional Regulation ps"lotl Buildirg Codes and Standards Um" Product Approval Appilleadon Dauto ELfICUL4% S26 atib RM Met oft Asking 2111 bm 3fte" mmidtwm QRMWW Ellaimaw A LilaggaYs84aaad 61wlialarriatili ElMaNsasaW 69212INd gum PAYWon 2D17 Thermam-TmOor;Ioradon Full W0911 Maimal Amm-damoon a Ryes J. torv, pe- 112MI2017 09t IM17 12=2017 Appa-d 0*6row. 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InYwing Arid 04AWN Florldsi Dap sattrient of Business & Professional Ragulatfon ails lal Building Codes and Standards Irm" Product Approval Application Dertall FUMmM, Q21111I faft of 20 20 ftb EkDA32 no im Awm lilliffiftwu QI1113111 firalmKA-Liem y9mmik MOM EMARRMW 6RREMA Ion Revm" 2017 PGT Inda'al" Dean Roark Mkind0adROXG-CER Mhn*Dklo B= - VAL I220720111 112'E2417 1ar"17 AMOWd caftoo,t, Exterior Dooms (941)485-0100 (7a6)m"soo 8ub0mmory: SkIft Edoft Door Australian Compfima M&Oock Gertfaabon fitadtor Lkftg ammiftomm Guam Aboartaid for Amobw for U411 lei OWAM prodgm anifidefim Contract elmirldbak am, In gmi" f%NAtut pI31� 10 SGEl-MMlimPAINNolinpaM VbOS"OftooDoan 041142021 Y" Y" Yes WA Florida Department of Business & Professional Regulation pare, dl Bulkkg Codes and Standards Product Approval Application DOW ELM02mm S2k Kok DO Rft Nkbmdm Lost ballm mEgbom gguo WMKII&M "W" l9r Effiammgym &QMZM limll& Rimsion 2017 Clopw smog Piaui coareminy Ab*Vftstwkw Irma Te" SwYlom "A Gary plootlar 10292017 08110=17 12ME12017 APPMV*d fSM 7704M Ian(513),619-6560 alub(Iaftooay: Sectional Emile, Dow AnumMIs "Wieeterb)tadom mm CoMohmaii lkdwd: Caftifimilb. ail" or UIfida M11IUW8MO-1411 20111111! 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Ryan I Kft P.E. 100412017 1c*14017 MIMI` 1=2017 APMQVW camomp Pand Mar (330) 922-ZM PE-413409 (913) RV4555 Su60mbqM: SoM alimp—GlAddeonan C-1110600m MON"I L?40mum PAP011, a0m a Fivato Roglarie red Amilbact w a Woollamd Florda, Rofmasio" Enslow h=zmgbLvmi angugfKgm Raft JIMA ProdootMR&LUdimbewor Madomcd CORVME=kWAw2dk mmm Old" Bab" mmmomma, 2 b. atlwCAiNse T4agaFat 8eA4 vent or Said VM94 Soft Izeirim No Yes No VA • > 2• C:> m CU 0 CZ > Cn E Cn a- 0 M I� Florida Dgpartnn0nt of Business & Profos'slxnat Rogtli* on BlA long Codes artd Standards Product Approval Application Do -ail Bill 4111.0 �t r- 1w YAU9011 gmalAmw a � t r ^Pr :111' N a loll tta: r111, � -�. tR ° �')�('-�_ -- �i�W;VlllffiGVIIIIItlIYa'Itl: ,fR,La�w.YJ,I, IGllBnrlas'S6"i .n..s�(lm nw r _ n€karr "Gil r^ ^x rWarlta' aPl t sn R =rarrurn '... 4 r r. � C - as Y a A � r W 1' ^',, a= ,,rll,, a. �'x1' II"u 4.:1'ar'N l u e r„f a;a„:M1'k N'3 .i kR .FaS: Ad"apirr as _.. YiriSibdbtli� dw. 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Oavk1 iMe t 1CC Erak n Sin ka, LLC FCC €,mluarkrn SWAM, 10r1W2417 10118=17 10 2P2017 AFsdr+v4r.1 Comm: shchira( (314) Bm-7480 LLC. Teem Flatn cvm (205) Salt Commiliflumms, Metal Eve9wbm Repot from pmdw Evakmtorb Enlly R12497-IK PredarY for use &220mi t ly liaa ka= Dolan CoatedE Man -Bela in. i ofmswarrvrirr.' 2 Net 1B 18 ga. lives oontrootor tilme 01i0112023 Yes Yes WA WA Florida Departnnere-, Business 8 Professional Regulation BUddlog C0dwS and Standards Product Approval Application Detail Coo Wee. or got 404, - raROWa va P f 7 ojr" Rm T, F _4v c LLf to- LcPeu' .E aae -_ _ 0.1-ZJ it;• ,<f s'Agf• Cate}ory: Sl;'dv sl car; - r._>~ .V24'A"i Esc. m- -_ P,hCM&P'YL Ertle+9etrr4 CulrpZom s mood, VAF9gaP'.- lr Fw r�.r e Rrrxenm Er'aAuL.PRIa1a?t. EnNil; It' Iw .q 1 axv n^+�.esttcs A, - UW, Acraov i&.a'As.'!1 -lamild Ofts°OGt lr w 'a - �p FT 3i E r5rx7tui'YIroE , e L�JlFflr¢aw'Ew)�511'1L - �Slr tGR09kanq Fell,t 9 1 W: wig-': B& L -�.a mc,4 V M IUA. UL, [ >s d LurM+M v.r. Y`. — '{ai WA W. 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Mant4+usiaohkwkcbm Enawlm Am l.L'serssaya ndewd by Y,adilall mommid FW Approval Revhhn 2017 rrW Gelding Careormllls Grow be. Stuart Lewis too E"kmelon Service: LLC YM m M. RsMarl, PE M912017 *QW& 17 0921, v17 Approved comet: Sluaterw Gtr "earls (Un gda-6473 (407) a81-1 g17 SabCalegogr. Tmms Ptak+ .are CONOMna 1110010.111 Evekaatbn Report Ian A Pmdud Ewkmb nEn* BMIRMBxtmo geallw Aaeucmtas AialEml tm iSt-isamd! m itre Delon ml Product M2ftn mono Murm prolitict2tallawlis 201121112113111101110 20 In a!E! 3 nW BCCdAWA Thaw. MWIc'onramph m 127312022 Yes Ya WA WA Florida DapartmselYt of Business & Professional Regulation PIP 1 a 1 Building Codes 6dnd Standards setm16 Product Approval Application De%W FLi21iP-Rt Lam ymajo Man gadmaar M YJseove FBCAtmrmll Roviakal 20t7 MlrraklInduasries, 5a. Oaval and FCC EVaWAton 68fvtoo, LLC MCC: Evabaham Service, 10t*W7 IWV9Q0i7 IW22MIT Appmwsd cekgary: structural Components (314) 85t 7480 LLC. 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CU N cn U Z� © -41 7� u Uj CV W 7 s Ui L U)r�� 0 s ma FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT a TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING IR WEATHER SLOPE 0.3 in: 12.0 in RESISITIVE BARRIER c WOOD FRAME CONSTR. -_ -- 0.6 cm : 30.5 cm N ( ) TAPE :':r._.. EXTERIOR --- SELF -ADHERED FLASHING:::;:::;:;:;':::'`' 3/4"-1" BEAD OF CONSTR. SHEATHING s . BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 5,M UP JAMB 6 . USE LIQUID NAIL BRAND WALL BY 6 IN. A; Q EXTERIOR ^ (ASSEMBLEDPANDOW) � s ' '` OR EQUAL WEATHER PROOF CAULKING 7S _ __- CEMT. FIN. 42 A - - ��;�:Et=='gym"� ®- - -- _ WEATHER - _ _-- _ - BUILDING PAPER a _ ELF -ADHERED FLASHING S RESISITIVE _- BARRIER SEAL TOPS OF JOISTS WIRE LATH q.. -- - - - - 1 - r UNDER DECKING SUBF L . _. OOR ---- (SEE DETAIL WP07)•Y.. s • • ' -----______ SELF -ADHERED FLASHING.. HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under 1 1 weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape a SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WP03 r FLANGED WINDOW WP01 EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER U) EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT " 3/4"-1 BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE J _ ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING FLANGED WINDOW _-- = UP JAMB 6". USE LIQUID NAIL BRAND SEE DETAIL P01 m OR EQUAL WEATHER PROOF CAULKING W=-- - _ - a REFER TO TECHNICAL -- SCORED LETTER ON CHEMICAL =- o o RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF O ... 1 ................................. ...................................... THRESHOLD SECTION -A (SEE DETAIL WP02)-� DO NO BOTTO FLANG, SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED 4SHING WP04 E AM WP07 WP10 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING WP1 1 SELF -ADHERED FLASHING INSIDE CORNER Ground 44 2 ° ' ad a: a Foundation Wall° a. d. v n FOUNDATION WEEP SCREED WINDOW FAS' DECORATIVE CEMENTIOUS STUCCO LIKE CAULK OUTSI'. EDGE OF WINDOW BUC CAULK AREA I WINDOW FRA ACROSS WIN[ BUCK AND EX TO MASONRY CAULK JOINT BETWEEN "STUCCO" ANI WINDOW FRA CAULK WINDC FRAME TO WINDOW BUC ALL THE WAY AROUND, EVE WINDOW SILL 6 POINT CMU WINDOW CAULKING 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco MASONRY BLOCK BACK CAULK WINDOW BUCK TO MASONRY CAULK INSIDE EDGE OF WINDOW BUCK WINDOW FRAME ANY SCREWS IN BOTTOM OF WINDOW SILL SHOULD BE CAULKED BEHIND THE FASTENER WP121 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in theist of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must b.: installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing FLASHING REQUIREMENTS R612.12 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R7 3.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt free from hoes and 0 st i s eat g p pe y p I breaks complyingwith ASTM D 226 for Type 1 felt or other approved water -resistive barrier YP pp shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.15 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall assemblies are constructed above mass wall assemblies, flashing or other approved drainage system shall be installed as required by R703.8. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O N N �- C_ CU O CZ -0 0-- - Cl) -�-+ N U cn O © '� -O LL - (10 O (!) Q3 _ d CZ (D . ■� 0- 0- 0 0 O (D CZ +J 00 LU Q z Z Q J a SHEET NO. WP 1.0