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Home My WebLink About39757 Harvest Creek Lni, 1 L.' REVn •_�. PLAN tX,,,,tip', Alf . ... _._.__. 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 E W - 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 OF MASONARY 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 - OA = 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 A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <-ELEV NUMBER 4 <Al 5 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: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 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 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 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: A.1. 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 AA. 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. E N NARom LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, 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 1ST AND 2ND FLOOR PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 A4 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 4.0 PLAN REVISIONS A5 A6 EXTERIOR ELEVATIONS & ROOF PLAN 1ST & 2ND FLOOR ELECTRICAL PLAN 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 SNO SN1 INTERIOR ELEVATIONS STRUCTURAL NOTES STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 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 S12 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 SUBCONTRACTORS 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. l N 0 N r... o) P a to co o � o z Q to N i E 0 W o M co N Q! N N U _0 �� M /�) t M W O Z) O 2 oM:S 9S Ln L1 U uj Q� c cc) E M W 6. 5 ua �y rwn V W �w w0~ wF~ w�J LLJ m�YzxLLI Z LL LL 0 O O � 0-_jU) 03 L.L QC) Q F- 0 =0x zw�ozmp°F_a~ oWit 0 oYoomZZ JO cai ('1 0 Z _jOa�zYOZzU. 0- <owO� _ gwomv�¢ 0Q O =O oyzg< LL F-¢� a O O N 0w � = U-)cp O O ►�--i O Q V J In W a Q Lq 2: T__4 Q Q O Z � � W w _jo M CD M M 0 0 0 CDO N N O N O N O N O N O N N A N 6 O O �- O Op cv A N 4� O CDO O O O O e- O N O O� a L N > c- 1 1 0 C-41 0 co 0 I 'it I 0 Lo 0 I col 0 r; Z Z o owv� 0 0 Q L Q �— ~�� z ZwP = O'�� m O Z 1 V Z J a � 2zw ,--i _ Z z 0�}W �. 00 U)ZZ Q Z rl =QO ~ ■ Z U OU o � W � Q Z Z z w _j N o Lu N LAST PLOT DATE Feb. 9, 21 Z O COVER SHEET J 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. O N J S6 0 Lo = " M U 9 S3 tz 60 A7 ELEV 12 0'-3 1/2" 30'-0" 6' X 3' 4'-8" 5'-4" I 3'-4" 3'-4" 3'-2" 5'-2" I 54" A I I 21.0" HB 0; I B I I ❑ ❑ B I - I � I o IN N I I ❑ 11'-2 11 -7 7'-3" — SINK — — — — — — _ I LAV C.J. — — — — — — — — — — — — — — — O 0 ❑ O O 6 a ' I _ ❑ o w I o a 00 15'-3 3/8" 5'-3 1/2" in t ❑ D N r 00 1 -8 13 - o ❑ II M (V I N ELEV. (-) 0'_ 4" U � o0 a� CV Eo S3 9'-10 7/8" — — — — — — — — — — — 13 ❑ ❑❑ ❑ O ❑❑ C �10" 10"16'-0" �111-10" 3'-1" 1'-0' 3'-5, 2 'q 21'-4" 8'-8" I 30'-0" ELEV Ad A7 =)(-) 3 1/2" �_ U- 9 a 60 FOUNDATION PLAN - ELEVATION A 1 /411 = 1'-0" 1'-01, v "v 0 0 cn 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/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. OB MONO FTG 20 x 20 DP (3) #5s CONT. © PAD 24 SQ x 16 DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. •y,'il .i� 'r1 �• ..� t^o` N LO` E W L 0 o 0 co N ti A� p �/ �= O o G Q .N .0 uag w sZ� c. c W L 0 M 70 a ' O� N W w W wF-~ WSJ LWLJ X Z (� LLJ Q�§-1 o w"waO0 0 Q U �cnw�0u OmOOm°ZaU (1 _�a�zYOZz"0Lu a Cn 0 z Q~w°g�v�-gW2520 < 0Q o 0 0¢ §¢ ��w b O O N _O V) O O 0 �M O z V) d ul) J Ln LL < Lu 4e LLq Z U z-3: wui ZV 0 N cp rn N 0 co Q Z w O -i w w 0 z Q CO 00 DO O O O N �— � � N O O O O O O O N N N N N N N N 6 O O Op N c7 O O N 0 0 0 0 0 O 0 O O O O L �- CV c+M It Lr) CO I- I.J..z z 1.L. 0z2 20-< ~OfL� TLLJ ar ~ y =m0Z OZtz w ri a ZzLL LL IF O 2W_jLu Q MU)Zz z '1_ = Q 0 • zct U --lc g Oo O F.— m Q z z w w(y) N N LAST PLOT DATE O Feb. 9, 21 z 0 FOUNDATION I PLAN A 7 Im 10'-0" H..D 144 qm 5068 SGID 30'41 14'-8" 5'4" LINE OF ROOF ABOVE NOTE: —SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & 9 DETAILS < A7 9 SH 35 LO HD AT 7'-4" t HB I I I DINING ROOM CID X 9'-5" FAMILY ROOM 8'-8" CLG 17'-11" X 13'-3" 8'-8" CLG I o -4 3/4" 1,1'-11" i. S-1" 1. 6-9" A-9" L. T-8" L. 4'-8" I I (V 6" PLUMBING Q 2X4 KNEE STACK WALL �, WALL, TOP I 00 AT 34 1/2" CARPETI REF TILE DW KITCHEN I o SINK W/ 14'-1" X 9'-6" 8'-8" CLG 3 DISPOSAL w I w 2068 2 A7 ~ Q J o S6 1 OOD/ RANGE U I `� PANTRY1 (> �� i -" i - `F 16" SH - - - co � 4 -- o D4P N 1 whil IPDWR R w W/H 4" INSULATED (20 8'-8" CLG � a- �d, �¢ G� --- �- ` BRG WALL MIN FIRE PROTECTIVE I -- --- D S3 � BOLLARD W/ WEATHER SRATED TRIP gp� LINE OF FLOOR 4" INSULATED ABA BRG WALL 4LOV\ 1 CC 10 SLOPE[ S3 - WALL TWO CAR GARAGE ----- 8 ;� 20'-0" X 20'-1" --- - „ H 7 6 HIGI- - --- CONT 6 FOYER RAILING S3 ---- CARP T 4 -- -- LINE OF GARAGE IN _ _ _ -----.----- -- - 3 TILE OPEN POSTION 2 1 00 uj 11 I� M F I UP H 1/2 341 D AT T-4 3 1/2' � 00 EMP.GLA S 0 M 2'-9" 4'_9" 16070 FIRST FLOOR PLAN A 1 /4" = 11-0" 30'-0" 8" WD I SOFFIT ABV Co ENTRY 8'-8" X 4'-4" 2'-8" T-8" 1,_0,. 8'-8" 9 A7 7 5/8" _MA J S6 00 r, M 0 0 v v m� W_ _Q TIE BM AT 8'-8" 280 m 50 W F- Q 3 A3 v co a N 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 9 A7 30'41 LINE OF ROOF BELOW 27'-1 1/4" 2'-10 3/4" DRAIN 1 SH 25 SHWR HD I HD AT T-3" & VALVE EGRESS R & S (4) 16" I v - - - DP SH 2068 BF CV O W 2668 OWNER'S BATH tY 6-87/8" 5'4" �gW 0`O v ';> 4' 04 FLR LINE TB \ CD OWNER'S SUITE N 14'-7" X 12'-8" 8'-0" CLGW.I.C.06 G TB° WATER S & R CLO ET - 1 -�C0 R&S -- -- (2) 2068 BF P P 1 N N LOFT I I 14'-7" X 9'-1" 1 a, BEDROOM #2 AHU 8'-0" CLG I K, 10'-11" X 10'-0" A/C RETURN 8'-0" CLG -UNDER DOOR 1 M LO W _¢0 GS 1 I 2'-10 3/8" 2'-10 1/2" T-4 Jill 2'-11" V-2" 4'-10" 3'-8" I 4'-11 5/8" M 4 1'-3 1/2" 2668 W/S AT 6" 60" AFF A �22"x36"�_-_ DN UTILITY"'16 -ATTI � 2868 -- - 42" H. co 6" p - ACCESS - - 4 ui 6„ L -- -1 Wow N WALL U 14 - BATH 0- QA7 #2r2668 - 8 -- 13 - 42H�n7 D A7 HA SLOPED TB BOX -- -11 WOW ALL DRYER 10 cv R & S 2668 VENT �- -- (2)2068BF-- R & S - -- - N -- OPEN TO (2) 2068 BF - _-- 7 BELOW 6 36" H. iv tC(04 5 CONT (4 12' -- - RAILING 17� SH 4 3 Co 2 1; °O BEDROOM #3 BEDROOM #4 i `' - 10'-0" X 11'-1" M 9'-10" X 9'-11" 8'-0" CLG S6 8'-0" CLG It- NP• LRAME I-3" L34 / WALL SH25 -------J — 1- HD AT 7'-3-N ` / HD AT T-3" FRAME EGRESS EGRESS WALL I 1 5'-4 3/4" 10'-4" 5'-7 1 /4" 4'-4" 4'-4" 21'-4" 8'-8" 30'-0" SECOND FLOOR PLAN A 1 /4" = 1 1-011 A7 INNEWS-1 I M 8" FRAME - WALL v 0 N v GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. N O VERIFY ALL WINDOW AND DOOR ROUGH OPENING N rn SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. a INSTALL RND DRYWALL BEADS AT HORIZ & VERT "-" U ' o CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS 00 NOTED. \ - USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE �,' ci w SMOOTH FINISH. .r 2 LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND ,: ❑ THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER -' CODE. ^, ,- W ALL ANGLED WALLS TO BE 45' 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) > o 'U") u APPLIED TO THE GARAGE SIDE. M N V = _O0O u a co TOWEL BAR - (T.B.) = 56" A.F.F. u o TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK o if:8 o a TOILET PAPER DISP. - (T.P.) = 20" A.F.F. N _ � 6 Q ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. .V "' aN ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. L o M °' CORNER SHELF = 56" A.F.F. 7C) 0 o 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 V, R4.1 HIGH PERM 1/2" GYP 8" CMU (i NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. w W w � w o z o W/1/2"GYP. W W XM02�aoao <� 4 0 o Q Q C_i In X ❑�0 ZLLLLOZ20❑~a¢ FILLED CELL W/ 1 #5 VERTICAL Z)~ F- a w� 9 0 0 E 0 0 C08 C1 v ❑_ () O O O _jaa>zYOZZLLOw��a. ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB fn L Z ¢ o w O �_ 2 Y❑ 2 a❑ a. Q p= FILLED CELL W/(2) #5 VERTICAL o Q ❑ o ❑ a U_ O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) p STAIR DATA STAIR O RISERS TREADS LANDINGS TOTAL RISE f'V MARK z W A 16 AT 7 9/16" 14 AT 10" 1 1 U-0 3/4" 4 1 SQUARE FOOTAGE: U-)C:)C)`M C:) AREA PROPOSED Q M N FIRST FLOOR LIVING 780 0- UO U_ V- SECOND FLOOR LIVING 1090 Q W N TOTAL LIVING SQ FT 1870 a ,M-•i GARAGE 443 z U I TOTAL SQ FT 2351 z LU INSULATION RE Q. W _' o � 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 PREUREh (140 mph, enclosed, 3 sec. gust, 2.1112 to 6.9.12SSpitc, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) CD 00 00 O O O and ASCE 7-10 Methods co C) r- e- N C) CD CD CD O NO WALL N N N N N N N TRIBUTARY N 6 6 O O 00 CV A AREA (ft)2 N O - - O O INTERIOR END d ' 6 G O O N 0 0 0 0 o 10 39.4 -42.1 39.4 -51.8 O O 20 37.6 -40.5 37.6 -48.6 ` 0 0 0 0 0 0 50 35.2 -37.3 35.2 -43.7 /L. CIj M � LO (D r_ 100 33.4 -35.6 33.4 -40.5 \ / GARAGE DR 30.0 -33.9 30.0 -33.9 Z Z Z C � W V; C:LIJ Q a)Q Vo-c -0 0 W LU -0 Z CL W M Q L LLI r� = CO z (D01=u H _ Z Q >-2 MZU _ Z Z LL Ova22 Ld M W (1)Z Cr Z 1-"1 2 Q C ~ C: ` 2 z 0 0 a z w _j ijjco N N LAST PLOT DATE o Feb. 9, 21 1 ST & 2ND FLOOR Z .__I PLAN A STAIR SECTION 1 /2" = 1'-0" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 1" NOSI RISERS CUT FROM 1x MATERIAL ifl TREADS CUT FROM 2x MATERIAL STAIR DETAIL 1 /411 = 1'-0" SEE SHEET ST FOR STAIR DETAILS -1�1. 10" 1. LE (3) 2x12 STRINGER 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. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1)D W/A(13 EACH SIDE) CENTE��EE )Od 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 H 0 z w w 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. 0 N a) rY t00 LL Q LL ` 7 W Z Q �I ` E � W L `? u c N V) �,% p 0 a cow• r j .O t M O N OQ U p ° � Con V w Q- 0O Eri W L. m p� m w duiO Qlw- ~z~ of Lu 0 <OZ QQ O�OOcU w0J ¢O�0z2O�F- <r (�J >zOF- 00igoLLJE00oM-jaY—a-OzOFZLL0 C!J0 Z -j�< w<�_gwp2(-) (L OOQ o oxzg< LL LL a O O N Ow = O O "D O QLL J ul) N < w oC CL >- aC ui Q Q 00 z �z F- w w Jo J M cD c- oo ao 0 N 0 0 O O N O N O N O N Q N O N N N N m 0 o O �-� O ob 0 cV C) c') N 0 � 0 O 0 O 0 O O .- N O cn L 0 N 0 cyi 0 IT 0 u') 0 cD 0 r- LL Z Z O wu) U o �Ez0 Q 1:) ?:Q 0WF- ¢ Z Z < _ i— Z J 2��=z m0 9=�J ZF— a �2Zmw `�-1mw I� Ow 00 Q Z zr Qz 0 V o_ O MM0 W < Q Z Z z w J Lu CM N 04 N LAST PLOT DATE Feb, 9, 21 Z 0 DETAILS J (V O N N M r u M 4 N THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. FSTF FS UN PLAN DF C01 OCACI61\1 TRUSS- FSTA DISFNADO PARA AYUDAR FN LA INSTALACION DF TRUSSES. LOS DiRLMOS Y AROUITECTURAS DF INGFNIFRIA DF INGFNIFRIA SUPFRAN FSTF DOCUMFNTO- NOTE NOTE: MULTI -PLY GIRDER CONNECTION. DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOTE: ALL PLIES SHALL BE -ASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 BY THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE SHEETS. TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. NOTA: NOTA: NOTA: CONEXION DE VIGA MULTIPLES. NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE ACEPTARAN CARGOS ANTERIORES SIN APROBACI6N PREVIA FOR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS POR LOS TRUSS O TRUSSES, Y DEBEN ESTAR EN LUGAR LA INSTALAC16N Y ANTES DE APLICAR CUALQUIER CARGA. FOR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 Y EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. 26'-0" 2'-0 3/4 , FRAMED BY BUILDER I I I I I I I I _ - - — — — I ' I I I II II II CJ 11 II II II �I II II II II II II II I I I , I L- II II II II II II II II E OI`/I/ II - T4 FT5 \ In ---- A KiNGI A II rl II I II II II FT1 - -- \FG1I I I I I I I •o• r---- II II-- I I ---- — I I —I _� ---- ---- _ ---- --------- II II II I L ----- --_ I - -/ -T _ __F I I I I I I I I Ir-- n II II I II II FT6 BEARING WALL it ------------------------J I FT3A II I I FT7 • • • o I I BEARING I III WALL I ------ l I I I I I I I I I ------ -------j II II ; II 11 -----------------Ir-------i II II II II IL---------------� — — — — — — — — I r--------- -- _____- I ------ --_--- I L I I I I I I I I I I I I I I ------------ --I II ------ JL— LL I' L I II J ------ II II II II II II II II 11 SH1j2 HD AT 34 7'4' M1 II N I I L II ll FT2GE i r 21'-4" 8'-8n SECOND FLOOR - FLOOR FRAMING PLAN 1 /4" = V-0" -n Ln Ln t7 m w 0 Z> 6 N 0 N (V 00 N Cn rL[jm� ( y C e c 0 I SECOND FLOOR - ROOF FRAMING PLAN 1 /411 = 1'-01 1 rl�r�p ro LNG, PACK �Or? CONN�CfloN, 2 0 - CJ3 CJ1 CY) U oil 11 I1^0-4" 16 2' -O" 1 YFICAI, 5' 5�1TMCK COFMF� 5�f �A[�ING ANn 5FACIN6 1I-0- 5/ 16" 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. 6�F, CHAFF S 26 (S I MPS❑N) �-124 (S I MPS❑N) \ = HHUS46 (S I MPS❑N) P,��teI? 10 i N6. PACK. i�01; coNN�crioN, CJ5 1 CJ3 Ln U CJ1 � U U TYPICAL, T5�T" ACK COFUPv5�f �V1 Li% ANb 5FACIN6 Labeled Erd M,rk ATTENTION DON'T LIFT SINGLE TRUSSES WTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or I as 30' to 60' Span Spreader Bar / 80 degrees ✓ or less I 1/2 2/3to1/2 I Ta line span approx. Ta line r span approx. REFER TO BCSI -B1 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 HUS25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—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-81 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 = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 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 • 411 CARPENTER —� CONTRACTORS - OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :VARIOUS MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC: OTC LOT BLOCK DESIGNER PAGE JMD DATE 06 26 2015 LAN# SCALE .N31 J835L 1 4" "=1' ??? 11/18/02 9:52 AM CCA48.dwg N 0 a _ 00 - Q M , W a w Of z A� E �I, W > O M o W L = 'O u ' M v Ln V _00 0 , C E 'O u Cl)�= 0�8 a).� C) 0 ao N W W W Dui uj g0E- III Wes¢ tY�_j X -zoX Z ¢LLUOLL-O (� < Q U Q � ��ap .0 <CYXQJZQ'�S0z�001—Q~ CyU)X§OZOWOOM z 0 U) O z W6Q�WZI <0 z0Q Lij OW 0 0 OQZ� � U_ O F- li O O N O� > Q � O h In � U ZUFa--� W W -j C:) lO J M co � ao W C) C:) NO O NO �— O O N O N O N N N O N NN N O O O 06 CV A N O O O O N O o 1 c� ° ;n L >1 I O N O I co o 0 u'i 0 1 (D 0 r-- > 1 z z -zo U ow_� 5; Q L) Q �-0 oa=Q LO• — Z Z W F- cr-_ �co0z �ZZU_ rl LLJ O��W 00 U) z a z �Q0 • � Z g U OV O a m ¢� Z z A4J LLI (Y) LU N o N LAST PLOT DATE Feb. 9, 21 2ND FLOOR ROOF KO j FRAMING PLAN PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING �J --CASING BEAD WITH WEEP HOLES �� -- PI 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. -(S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING _ _ ELEV AT 8'-0" _ 12 T.O.M. 5 METAL DRIP EDGE -- - (S) A23 2X4 FASCIA ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM SOFFIT �__PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 12 SO,FFIT DETAIL 3/4 - 1I-Off PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED tV o 8" 1'-0" 1'-0" 1'-0" 1'-0" 0 13 �34? GER DETAIL = 1'-0" 3'-8" 7'-4" -N- — — — — — — — — — - SLOPE 5:12 wh 4'-0" OFF ON RIDGE (n,> ROOF VENT COPE SLOPE 5:12 5:12 w a OC'4 SLOPE SLOPE <_ 5l 5:12—� ---- SLOPE 5:12 o _. 6„ 1 ROOF PLAN A 1 /8 - 11-011 6" SCORED BAND CONTROL JOINTS 7/8" STUCCO FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU 7/8" STUCCO-}�L' ON FRAME I \ WEEP SCREED 5/8" STUCCO ON CMU CASING BEAD W/ WEEP HOLES OVER FLASHING Li CONTROL - JOINTS E SHINGLE r ROOF �y - v l L! i �.J m 1m!m!m!m!m1m1 FRONT ELEVATION A 1 /4if = 1'-0" r z o = 12 n 15 5. CASING BEAD W/ WEEP HOLES �. OVER FLASHING L ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" CONTROL JOINT Y `9 GRADE LINE REAR ELEVATION A 1 /8if = 1'-0" �- GRADE LINE ARIGHT ELEVATION A 1 /8If = 1'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. L/SS A/C UNIT AND PAD ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18'-0" T.O.P. CASING BEAD W/ r' OVER EP HOLES Z � FLASHING =7 O 5. q w ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8"' T.O.M. i I� I 11 ELEV AT 0'-0" —� 1ST FLOOR FF ASSUMED GRADE STUCCO �7/8" ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 2 ELEV AT 8'-8" T.O.M. 2'-0" A/C UNIT AND PAD ELEV AT 0'-0" 5/8" STUCCO ON CMU 1ST FLOOR FF 5. I _ _" t' 17/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. 12'-0" ELEV AT 10'-0" 2'-0" 2ND FLOOR FF CONTROL o w CONTROL JOINT "'_ JOINT 12 - - _ ELEV AT 8'-8" 5 - - - - - - - - - - T.O.M. - --- -- WEEP —SCREED 12'-0" A/C UNIT 2.1 AND PAD 5/8" STUCCO ON CMU IN- ELEV AT 0'-0" - - - - - 1ST FLOOR FF LEFT ELEVATION A 1 /V11 — 1'-0" GRADE LINE GENERAL NOTES: " G.C. VERIFY ROOF RITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) 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 CALL. 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 7TH EDITION (2020) 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 5 ELEVATION —ROOF SHEATHING --- zMANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP 24" O.C. FASTENED TO WOOD W/ 0.148" x 3 4" a@ ALUMINUM SOFFIT 16"O.C. NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL 6 SOFFIT DETAIL 34 = 1 -011 ROOF FINISH PER 12 �5 ELEVATION - _ ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ ALUMINIUM WRAP J-CHANNEL SECURED @ 1'-0" 24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS ALUMINUM @ 24" O.C. SOFFIT NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL 77SOFFIT DETAIL 4 — 1 -0 2" 1-1/2" THK 17-,k 00 9 �STdUCCO ,DETAIL if MEN FLASHING NOTES: DUE 10 CLARI FY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, PENETRATIONS AND 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 FLASHING 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 LEAK PROOF, 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 HE 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. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. * 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 ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. - OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION - LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. GENERAL NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 SHINGLE NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL 6" 1" 4" 1, 4" CV <V o o 00 EPS iv FOAM N 10 BRACKET DETAIL III 12" SQ CMU COLUMN, SMOOTH STUCCO —FINISH I STUCCO BANDi 11 COLUMN DETAIL A = _FT 1 � . V-2" 1 . zo N 0 N rn r 00 Zo Q 3�. 771 w -' a N N L ; E L -01) o _W Cy) c%i *I�' �/ � 5 5 M a M 4) C L p �= �/ 2 _O °"8 2 8 °Q .`n t u 6"o u w a� N W �v low M rz,o�o •m r H- a w n/ r � ?J w22 _0 ! L.L V LI..I Q O 2 J< 0? w i/% U- V D O -J O Q Q U Da°uj a.w�Z' 622m°z¢a a � � �0CL zYOZzw0Lu0 wQ ° �¢u a O O O W () = O "O O `M O Q V M � �(j)�'n LU , Ln rri DC r_4 z'<oo W w T- - N N N N N O N o N 0 N 0 N N N N N o O O OD 0� N A N �t 0 � 0 O 0 O 0 O O N o O O c o cn L N O N 0 co 0 IT 0 Lo 0 CD 0 I- Z 2:)❑ww � W��> o Q V_o �-- ~�w2 Lo Z zwP� =m0Z 2 OU Z � Z OU 5 o co z A5 w co N LAST PLOT DATE N Feb. 9, 21 EXTERIOR z O ELEVATIONS & —� ROOF PLAN n NOTES: ELECTRICAL DETAIL: A/C DISCONNECT WP GFI ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1'-011 SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1'-0" 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 A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR TH INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA 72 2016 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 NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 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 NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 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. 200A INDOOR PANEL CENTER ♦ #15 copper to lights & outlets 1 00 AMP P 200 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH is SWITCH DOOR JAMB 0 4 1/2" TRIM BASE TRIM DUPLEX - OUTLET 14 M 0 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTAC 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 HORIZONT 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 TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 69 SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --0 DIMMER SWITCH AT 36" —� PUSH-BUTTON DOORBELL ESA} CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: l TUB/SHOWERND OPALEX - ALTERNATCAN MAY ®� 50W PAR30 NFL 6" WHITE BAFFLE USED IF �- APPROVED RECESS CAN OR LED OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYE F} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cM 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 D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT � 24 -;a 24" VANITY LIGHTING � 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT ® EXHAUSTFAN p DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) )� MASTER STATION 1!® ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR (W/ SIZE) FEE A/C REGISTER THERMOSTAT 12 SECURITY PAD En ELEC METER LES AL BE BY BALL ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 0? 0 0 �N M w �- co CO v 0 8 � Q O O T ;tt w a� c CC) EM m o i7 a 0 u.i uS w C 1- LU Q✓F-f (w dO�►-�wo-03-xLLUQwJ w RO0000_jp nMai)LuW_ ¢ Z0 zaO62��W0O IL LL Ow Yz�¢ LL C =O O�aLL CM N N O '0 W L V •ma) v Lo LU J O O N o"' U0 = O "D O O Q J Lr) � V)LL a a < < 00 Z I— W J 00 c� M M o O o T- c- N 0 0 0 0 0 0 0 N N N N N N N ob (V M N O •-- r- O H O 4 6 6 O O N 0 0 0 0 O c 0 O O O O O O .- N M 4 6 6 1-4- W Li Q z z g 15z Q 00 T—I LAST PLOT DATE Feb. 9, 21 oz W U� W I- m0 H H z z z Z Z a� rn z 2 Q 1 ST & 2ND FLOOR ELECTRICAL PLAN A z Z w 0 U 1 " FILLER 3'-6" 1. 2'-6" i \ HOOD "BACKSPLASH M RANGE 1" FILLER 2'-6" 2" FILLER KITCHEN 1 /2" = 1 '-0" 5 W1/291STER BATH -11-011 m o0 / T-6" _ 1 1/2" FILLER 1 1/2" FILLER PANTRY SKEWED fV cV O O M �To 2 � � � - J.- RK-i 0 0 M 2'-0" 2" FILLER 1'-9" 3'-0" cL.1 1/2" FILLER 1 1/2" FILLER —7 PANTRY 4" BACKSPLASH 2'-0" SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1 '-0" o0 SHWR HD---,. ---- -I (V M LINEN VALVE T CLOSET o oo cV M 4' 1 1 " T-3" 4 1/2" 6 MASTER BATH 1/2 - 1 -0 I L -V .5 _u Z'-U" 2" END PANEL 3 KITCHEN�ISLAND 1 /2 - 1 -0 °O HOLLYWOD 00 r SHWR HD —STRIP LIGHTS t WALL ip 30" HIGH o MIRROR19 � (V o VALVE 4" o i 60 BACKSPLASH w SPIGOT O O 2'-9 7/8" 2'-6 1/2" 1'-6" T-0" 1 1/2" FILLER 7 BATH #2 1 /2" = 1 '-0" SEE SHEET ST PWDR j co BATH Lo m R LOFT KITCHEN UNIT'1871 - A'- BUILDING SECTION 3/16" = 1'-0" 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 1 /2 - 11-011 0 M WIRE SHELF ::� "HANSEN" BOX 220 VOLT - Wv---- ----D 1 114 1/2" X 16" 1 IDRYER VENT RECESS I I I I I I I I in 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) MASTER SUITE LIVING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR R-30 BLOWN INSULATION ELEV AT 18'4' T.O.P. ELEV AT 10,4, 2ND FLOOR FF ELEV AT 8'-8'. T.O.M n, 4' 'Lo' E W L 0 M 0 N V _u a M c: `o g u Ln W Q N C W L cO Er? m ~ n -0 v, w Lu W ow wpm Q J 0'�~Z w'o0, z J��'m�p0I JO Q U Q 0 �� zLLLL'ozL' ►-¢� 02292zO�00mZz U C'1 (n Z -��a�ZYozZ"pW0 �QOwOgH�—gwpmca°¢ 0- OQ O= �QQ�¢ LL O O fV OW 1-1 V) = � � O O 0 `M �O O re)`n L (uLL W a Q Lr, z z Lu Lu �O d- M cn a- co CD Cl CDr- O N O N CD N N O N O N O N N N O o O O O CD N A CD N 0 0 0 o Q o ' L O N O M O 4 O 6 O CO O r,- z z z0 C� a Lu owcn o�� _0~WL� U r � _ � z Z Lu w� M o Z =fn_=z V Z J m Z w T—I a Z Z li Ogm<w 00 Q CD ZZ • Z Q o F- U Z U a \o m z Z w W Co N O N LAST PLOT DATE > Feb. 9, 21 A - INTERIOR . a z Q _I ELEVATIONS 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 HAVE 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 SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(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 HA7.ARDOUS 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 R308.4.2, ITEM 2-EXCEPTIONS, 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, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 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 CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, 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 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6, "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH 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. AC1301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16. ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION 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 CONSTRUCTION. CO OF S TRUCTI 0 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. DEAC 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 HORIZONTAL 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. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 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 7-16 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. MATERIAL:' 4.1. REINFORCING STEEL: 4. 1. 1. 1 P REINFORCING STEEL SHALL BE ASTM A615 / A6 5M-12 MIN. GRADE 60 y = 60 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. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: Y4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 (3/8" 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. 4.3. 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 C90-14, 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 = 2,000 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 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 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 3/8" 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 3116", 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 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), 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 USED 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. Irrigationlsprinkler systems including all risers and spray heads shall not be installed within 1-0" 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 - C�ncrete oyerpour 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: 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. NOTE: 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%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD 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 DISTANCE FROM 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. N 0 N rn N l� wi- - ✓,.1 0 . Of LU O Z a E V/ ' Q MN 4-.b.D M M V) AV _ M W E O S 2 O .2 Q U s -P .N LU N C W 0O Ei L m a 4 W W (� W L v) W J Q Y uj 00Y ZZ ��U0aCr LL U o ou)Q X�mOMoaQ C2zOO U)W aLU W-(r z a O_,0Z�9ZWZOwa Z<< LL0W Q_ Wp2U 00L) Q Qzz)� 0cc DoZ u Q O F QCD n CD fV OW H "D O ro O (!') J ul Qw�Ln a>_a00 z Z W JCD l0 J cocoaoao000N e- r" r-- N O O N CD N 6 CD N 6 CD N O N O N o0 N N O N A N N 4 O - d) O O o O r p O N 0 CD CD CD 0 O O ' N L W, > 0 N 0 M 0 4 O 6 O O O I` �■ LL Z Z 2�J W 0Wu�> Uo�o � � F- O�a Oaf LU W TQ .= � H � _ ~moz O J Z LL T� CL Z Z Lt.. W I� Og2z Q 00 U�zz ■ Z ,_ Z =QO ~ U Q O"J oa Z m SNO d Z Z J LU CO N N LAST PLOT DATE Feb. 9, 21 STRUCTURAL Z p I DETAILS CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O — O <N • 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. 13'-9" (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. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING W m Cal ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + } } + + + + + + + + o + + + + + + + t + + + + + + + + + + + + + + + + + + + (p + + + + + + + + + + + + + + } } 4f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + _0" (TYP.) 4'-0" + + + + + 4'-0" + + + + + + L� 9!F }}+ }+} + + + }} + + }+ + + + + }}t +++ + t + t + + + + + + + + t t t + + + + + + + + + + + + + t + + + + t + + ++ + + + + +++ + + Co + + +++ + + + + + + + + + + ++ +t ++ ++ + + + cr' 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 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 2-3/8 INCH NAIL LENGTH 2-3/8 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 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap x FILL CELL— STD. 90' HOOK r- BOND BEAM N !® I- - BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D 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. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. I 4 max. Clinch nails when possible 1 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 4" max. required when indicated or 2x_: CONTRt CTOR 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 LEAVING %a" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsm uthce of uis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ Inads 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 code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking IjsP 3" 11 ndl nails nt 6" n.r.. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf 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 F-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — •Fmign11 A 1 Z" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT 01 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ,Round Hole Diameter (in) Rectangular Hole Side (in) 2 3 4 5 6 7 2 8 3 8.875 5 _10-1 6 8 12 9 13 10 Any 16" joist Span (ft) 8 V-0" 1'-1" 1'-1" 1'-2" 1 =?_' 1'-2" V-2" V-3" 1'-3" 1'-7" 1 ` 1 1" 2'-4" _' 9" 3'_2" 3'-7" 12 -1 _6 20 24 1'-0' 1'-0" 1'-2" 1'-3" V-9" 2'-4" -2'-11" 3'- 00" 3'-7" 4'-2" 4'-9" 5'-7" 4'-9" 5'-4" 1'-1" V-2" 1'-T' 2' 5" 3'-2" 6'-4" 7'-2" 1'-0" 1' 1" 1'2" 1'-2" t' 3" 2'-0" 3' 0" 4'-0" 4'-10" 5' 11'" 6' 11" 7'-I_ 8' 11" 1'-0" 1' 1" 1' 2" 2'-5" 3' 4'-9" 5' 10" T-2" 1 �' 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. %" 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 1%" 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install 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 b depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s8 11 " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/8"o THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ' SEE PLAN FOR °• a . • FOUNDATION INFO STEM FOUNDATION GRADE �-REINF. SEE PLAN 7 (2) #5 REBAR A/C CHASE 4" PVC 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 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION t ° 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 I I° ° I • L11=1 yi II iid�I I �_. • I I -I 111 I� J I F I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. ° TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -- - - - - - - - - - - - - r - - - - - - - - - - - ----------------------- - z •° • ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE _\ CENTERED @ PIPE PENETRATION PLUMBING LINE -----4 . 4 — �.— ° . cv e_ 4 ,Q—111=111 ° _ �.. RP ° SEE FND. PLN. SIZE & REINF. N C N n. 00 LO i, U.t�:' ci 4 Q C) do \ 0 :. Z W > j. r f O Z Q N NLOI` E � C^''. U Cn N M r5.. V -0 70 Co v Cl') � 2 S rnrn 0) _Z _O o LL g (1)Q U °N (1) p'° T W Q: n oE� p1 L ~ 0 a LU �LLIrn wO LU ~ J W W Z�W W U)Q-Cn.H L RomzQ )XwC3U00ozaa � zz�U Y00�Cf �(Da>OCL Z ILL 0y wO�wU) F— 2L)O 0W 0 Z) 0QZa u a O E—aU_ 0 O N w _O � r*-. H C:) O O Q V) � J � L � � z LU Q a-,--i < < 00 Z i— w W Jo l� M cfl ao ao 0 CNI 0 0 C- 0 N 0 N 0 N 0 N 0 N 0 N 0 N N N ,, O O 6 O ,0�, op N M N 0 � 0 O 0 W 0 O O N 0 N 0 0 0 0 0 0 ' Z Z o owe w(Wj1--> (�QEEO 3: a � O um).V Z ZWHQ W F- ~UJ �� co0Z (�O wZ �2ZX rI Z Z ILL LU �ggW 2 Q Ln z ■ Z Z a 0 ~ U Z o�� 0 �m Q z Z Z J WCY) C) N LAST PLOT DATE Feb. 9, 21 STRUCTURAL z p J DETAILS 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E ((I))LAYER TY 11( l) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UANCIEll" <LVIIIIIf FOR IRS CHAIRS (TYP.) WWF OR FIBERMESH ``' IPIf1fCHl >4:112 1 D ° ((2)) LAYERS TYPE u OR TVA IN A ° (("5 OR i) -LI 1 III -I I -I D �11111-1 --FOR fiir�IF I::il2 EEC : 111 1Ti II=ENGRABEIRED VW4�IDM -1 JAI I lI I_I_- ' TRUSS @ 24" QQ UALO I I I I-11-1 III-IC„LJ--II1I1-III-L1 I 1I-III1-I l 11 III 1 l l -T��-f�fI-l I. II I I I -_—I I I El —II 12 �I@EQTTT �)) VARIES TRiSS(WUPWIFfSh�.))�/ I VEII-AC1L IPIL LINE EA. TRUISS Illill®IfIp3fR TYPICAL INTERIOR BEARING IMISULA RIGIllill pWGI.E IROW 7//16"GS.a.IOCNNt SEE ROM WALL w/ OUT UPLIFT rG MI0lIII IMSC1HEMALEIGNS IT.. SEE TYP. WALL SECTION �" SCALE:3/4"=1'-0° S3 REV.. VVVA RI 58" OIIR 1V2" IHIIGHI LIlUM11N m ow S11RffAWHI CEll.NI� IE11DGiE 11 l 1131M Y.KWle Wi®" 5/8"OR 1/2" HIGH STRENGTH J -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y/8' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) `'' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE A.F.F. @ 240OR C)"x10' WEDGE ANCHOR 2 x 6 W1.4 x WlA 10 WWF OR FIBERMESH �3 1/2" MIN. a . ° ° Q ELEV.-0'-31/2" H d A.F.F. O d,° a - 2x4 CONT. °. ° .. .° " U— 1 44 Q ° ° N - Z D ° ° ��r3 1/2"(min.)- 4„ 00 ° a GARAGE DEPTH VARIES 31/2"(min.) - 4" — o • ��T d d... 4° - ' I, 111 _III -III -I I 1=ll1 111 11..1 III. a a' (2) #5 CONT. �l'-4" 8" 4" 1'-4" " GARAGE SLAB AT STEP rB'�� U.N.O. MIN. TYPICAL BEARING WALL P STEP @ SHEARWALL SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" ((�lm INUN IFAASCII9A 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING G"..TTM x @GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C WA 'ARE ROM 112„ ® 2Z SM FASCIA, 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C, w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" x10'WED GE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH r 3 1/2" MIN. it = I=�_— ° — I 1 /2"(min.)- 4„ 3 1/2"(m n.) - 4" �'-iI_I=�1 III 111 1J1 III-IJ. 1��1T1 '''II (2) #5 CONT. 14 I I II I �i I J 11llm I,�g� �- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=1'-0" S3 ')WHO SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M \Oo s salens A,�� 2x STUD �N�� pUNG&8„G� R LOAD BEARING OR INSULATION PER FBC AND ENERGY \Q1oN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / 2x BLOCKING HORIZONTALLY@ 8'a'XIS„HaNI�K-OIWf INTERVALS NOT EXCEEDING pNtS�IULAAIfII®m PAIR :1 fl� r)pp[// [[ L, 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR CHIART ON FLOOR 7 IF11 H SCIII-113 WGROIff #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION iiK PPILRJIU SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE lx2F.]E]I][ G/S3 FOR ANCHOR ° „„ „ ° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8" x 10 J BOLT @ 24" O/C W/ 2' X 3/16 MY�IpJBIR "�•1W BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 " 9WH OK((S EDUETAap� „ R WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING J W/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N _ 2x P.T. PLATE w END OF 2' x PLATE WWF OR FIBERMESH , E Ni�HI�L n'P PER MFR INSTRUCTIONS IRPAIS l ASSUMED FINISHED #3 OR #4 REINFORCING BAR UU D ° WPT IRWRIXG@29„®_' ' GRADE N Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a . ' . a VERT. IN FILL z �., — — ° o FINISH GRADE 00 2 25" MIN. LAP 30" MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a -1Ti 1Tf_ll [ 11Ti Tii I I- 4 (1) #5 MONO OR STEMWALL — a [ a ITI-III—III II ll 11/2'" GYPS llap -, 1=I I =I -I I w,- CELLS (SEE FOOTING MONO SHOWN ° - u�uc..U.1=111 lll I I -I 11111 1LI- D D D _ _ °O 6 MIL VAPOR BARRIER -III III t> D ° 111=-III=I I = O° FOUNDATION PLAN FOR CLARITY ° R 1 7/8" r L #5 REINFORCING BAR FOR LOCATIONS) p°. _ i� 1x4 P.T. BASE NAILER D ° °=I I=III=III-III-III- z • I I -I I=I II I II I I�--11 #5 LAP SPLICE I _� - 4"x4' INSPECTION ° _ C =I L f ll — — 2 #5 CONT. T T — ,,n II �7�rIllT-rT T� () I TiT Tf III NOTE: g D L=III-III-III=1_TI=Trf=, N III D ° I I I 1=1 11=1 I I—� I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL I r COMP. SOIL. (COMPACTED TO — 8" 1'-4" 8" FILLED CELL TYPICAL =I=I 1—III= °7 W/ UPLIFT ONLY _ _ _ _ — —__— —_ —I' 95 /° MODIFIED PROCTOR ASTM ' �— I-III—III—III—--�l--f �—I I I 10" (TYP.) MIN. 2500 PSI CONC. SLAB 11 - _ _ _ _ _ _ ch AT GARAGE CONTRACTOR Ill lLl—I I—III--_��---=�=III—I I -I D 1557) MIN PSI MAY VARY PER , _ _ I��--f�—f,y I I ITT llI-1' 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR III—III=T-I I„Ti i I�I i II Irrrl I,� #6 LAP SPLICE CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG wl.axwl.a WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" ��3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��3 SCALE: N.T.S. S3 SCALE: 3/4"-1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 (V00 M 6 MIL VAPOR BARRIER ' L D 4 I I II • • I I I I= ilk OP — _ - z I � 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° a- ° -v GRADE COMP. SOIL.I (COMPACTED TO 95% ° — �_� — III III III I III � • _Ill =________ —-(1) I — — — —_— 1 #5 Mr -BAR w/ OPT. MODIFIED PROCTOR ASTM D1557) —III —I — 4irm, _ =I11-1 I fT I I I I IT_IT_ E N NCLOSURE ITfi �� 3" MIN. CLR. I- #5 REBAR CONT. O N 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 8r U.N.O. 0 4„ V-8" (2 STORY) DETAIL)MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = 1'-0" S3 SCALF: 3/4"=1'-0" 13 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z C _I I I_I I I -I I • . -III-I � I • ` 4° I I °° SEE A/S3 OR J/S6 I_I I I ICI I „ 11, I I Ir FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-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. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N ' M N °: M ° I Ll- d. 4„ ITI o0 II II II •y. IIIIILi SEE A/S3 OR J/s6 -I I I11 1111;,111 I I I II I I: - FOR REINF. INFO. 3" MIN. CLEARANCE l'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° � SEE PLAN FOR & LAYOUT DESIGN • —� TOP OF BEAM 71 SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & I 4 ll' CONNECTION INFO ° 8 T 2x4 #2 SYP P.T. FRAMING w/ I I (,=jlj�— ,� L MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 1/2" GYP. BD. P.T. 2x HOLD GYP. BD, g w COLUMN SIZE AND BASE 2 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 1 01_0a CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE -3 1/2„ SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND a COLUMN TO PORCH SILL O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c - EMBEDMENT @ 12" O.C. TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN r> (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GR 4 ° —I TENSION 120#) CONCRETE SLAB E, FILLED SOLID (SEE PLAN FOR g - — — _ , .4' J` 6 x 6 W1.4 x W1.4 =I ' SIZE AND REINFORCEMENT) 0—I °' d• Iles c °° WWF OR FIBERMESH , a w I�-I IlI U _ w I Z BRICK PAVERS or SLAB PER o o °' = III • • °• — z a o. u_ U — d. ° 4 — — M 6 MIL VAPOR T —7r —_ — — — — — — 0'-0" FIN. FLR. COMMUNITY SPECS _ a BARRIER — — ' 1L JL iI I=I I=Ill— 1T(--1TT=ITT=TIT I —III—�III—_— FOOTING v —_ I —_ �I II W, I II I I II II PAD REINFORCEMENT ' -I I 1=TTT--� 3" MIN. CLEARANCE '..9 SEE FOUNDATION (SEE SCHEDULE) 4" 4" " coNc.PADwFo. FOOTING WIDTH ' SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K *k D COLUMN FRAMINCPATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 s ALE "° `'-0' SCALE: N.T.S. S3 e-- N O N N co LO LLI U Lu \„ 9 Z Q to N LO ^ E O W V L 0 c'> Ln �% Q •� L M 2 TT �� 0 li g s ud .N V w S2N c Q E 3 g) 7� V CL (D W ovi WowwUJI J w~Q X<Mcr zOf Z xz)2_j 03:xLLL)ooJO QQ U �, Da E0Ip tR00mZZQU, F- 0 0 Z LjUZLW0z OcLjWg JOLL>ZYDZZLL0 -gwp2U�Q W0 I1 (!) Q<W0iFa- 00 X 0 0 0 Q Z IlQ 0 F—aU- p O O fV OW � (n r"-. u) %_j0 z o Q (~ M U-) Ul u- W Q Q Q 00 z I— z w Jo lD c0 M M O p 0 0 N 0 N 0 N 0 N 0 N 0 N 0 N N N , 6 O O 6 O a0 o N no c; N 40 0 0 0 No o O > O N O M d 4 O 6 O CO O I-� Z Z ZO c: Uo�o �W(f) Q r� 7C) �0�d • � zW ILL _L ~< Lr- ~m0Z �� 2Z�J Q 0 !-�ZX Tq �ZZ Oa�w 2 LnZZ Q Q .� a QU O m a z Z Z J w M N N N LAST PLOT DATE > Feb. 9, 21 STRUCTURAL 0 0 Z p — J DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—\ 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN EXTENSION FROM DOUBLE 2x TOP PLATE 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 TONEAILS SPACED EVENLY V EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 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) 1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri 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) 1Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE II �I PLATE W/ (2) 16d TO TRUSS BELOW i 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) 1 Od U-1 U. 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. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL El SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT r1D S4 SCALE: N.T.S. �S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK M (1) #5 FOR CONCRETE PLACEMENT ■■ � . •� •• •- .-. • • _ . • ' •- • I7 ■■ ail 1 III■■ ■■I11 MilliI 1111� INN MINE ■■III III■■ Milli Illl= ■■I�� MEN III IRII� NOTES: (� 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. ® 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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J Q cr Lu FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH 0 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.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a 4 4 •. r POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP 3 aARAGE IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS IL FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR B' (" UCK K SCALE: N.T.S. S4 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 (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 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 �(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. _ V /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 d O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 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 OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 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 - I L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 kSPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED �1Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PL,^,TE SPLICE DETAIL K"M SCALE: N.T,S. S4 F= 2240 LBS J SIMPSON rc-) < P.T. ATE aimrwry or4 SP2 cmirwry SIMPSON SP1 SIMPSON SP4 10i ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 I—] d d' a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 Q 2X8 P.T. BOTTOM PLATE uu 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRUSS BOTTOM CHORD OR 2x4 /BLOCKING W/ 2-16d TOE NAILS @ EACH END w 0 2x TOP PLATE gU) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 P4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 30LTS @ 24" O.C. v 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. Z & NUT C ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-O" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED ST AGGERED TRANSOM FRAMING 0 o BEYOND, -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIEL D 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N 0 N N LO 0 00 ""4,Q LIJ cr a p Z n' N LO E /1 \ � M O L. c W 3 Q MN v N J (NU -O -0 a0 M [ Z)O� u8 O �o N .0 •N w Qv o E ? .m �a070 �I-a a (D LU OfW 0L wow ~ w¢ Q02 �Oxwu_U0JO -)Q Z0 zXL0 z 2 0 az H Owwow�orQDF-~ wwxo wwOw00a-J(awy z0OZ�L Q 0 x p p p Q Z U- 0 �<LL O O fV Ow D (nko0 Q � O J Ln a. 2: � N awQLn CA- M �--I Z I— W lu JC) 'Cr co—' 0 00 � 0 N C) N 0 N 04 N O N O N O N O N O N O N O N N N 0) O O 6 O o0 N M N , 0 � 0 O 0 ,C�o O CD O r O N O ' L L 0 N CD M 0 4 0 L6 0 CO 0 f-� nI Z Z 1..V O owv� � W0�> o Q 90 OOf uj Z z�� a=Q T ~co0Z � Z Q >- i'z 2x T� 0-ZZw LU �agui >2 `�zz Q Z r"� �QO Z a U Co U m Q Z Z z w J uiN o N LAST PLOT DATE Feb. 9, 21 STRUCTURAL .. Z p j DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16 O.C. NAILS END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 BLOCKING 2x4 "T" BLOCKING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FF FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48 16d NAIL O.C. FASTENERS. (MIN. FIRST 4 BAYS) MAX 9„ AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) "L" BRACE SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 1 O/S6 MAX• 9 " ATTACHED W/ SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ 2 16d NAILS () MAX. 9" 10d NAILS @ 4" O.C. TYPICAL SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S6 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S6 GABLE TRUSS WEB 45° ± 45°± SEE STRUCTURAL DETAIL DOUBLE "L" BRACING DETAIL(i) NOTES AND NAILING SCHEDULE FOR VSHEATHING SCALE: N.T.S. 2x4 CRO BRACE APPROX. 8" FROM DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 "T" BLOCKING RIDGE FASTENED AT "L" @ 8'-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 BLOCKING @ EACH JOINT W/ (3) 10d BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) • FROM RIDGE FASTENED AT RIDGE FASTENED AT "L' BRACE TO EXTEND 48" O.C. EN EA. END 48" O.C. @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1Od EACH JOINT w/ (3) 0 AT LEAST 90 /o OF WEB "L" BRACE ATTACHED 16d NAIL . 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) W/ 10d NAILS @ 4" O.C. SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. •• FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS TYPICAL ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 112" CDX PLYWOOD OR GABLE TRUSS WEB ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 1/2 CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED 48" O/C FOR THE @ (2) 16d FIRST ROWS OF 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS �� SINGLE L BRACING DETAIL AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.EDGES TRUSSES FROM EA. NAILS E @ 6" O.C. EDGES AND 12" 6 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER MATCH BOTTOM CHORD ( w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD SCALE: N.T.S. S5 DIAPHRAGM THROUGH CHORD INTO 2" 6" P.T. PLATE EDGES AND 12" O.C. FIELD (2) 16d NAILS SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH BLOCKING @ FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. WEEP SCREED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO @ �� 1Odx3" 4 O/C 48I 0/C GABLE TRUSS 11 �� 1. MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. TRUSS VERTICAL 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS MOISTURE BARRIER NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP N "' SEE STRUCTURAL CHORD BLOCKING N ;o NOTES AND NAILING INFORMATION `D 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES - 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING' RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOLT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/2-16d 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 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (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 FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 6@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"= 1'-0" cr j TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r O 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. �S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (�l0 SCALE: N.T.S. �,15� 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 MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE — SIMPSON SP2 w/ (12) 10dNAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d IF >9" SEE 1 O/S6 WOOD TRUSSES TOE O/C (TYP) EACH END @ I "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS BRACING w/ (3) 10d x 3" AT -1/2" CDX PLYWOOD OR 7/16" • EACH CONN. @ 24" O/C OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) -- MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SEE PLAN FOR TITEN TO CMU CONNECTION MASONRY WALL ARCHITECTURAL FINISH 2x4 "T" ON TOP OF PANEL' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :. . 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 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-O" 3-0" - 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 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 TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a Lu a 0 v o 0 w - m o v Q 4 CS w ---- q 4 o — — — — ----w O X cy NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 44" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL 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 JI VVV IV V.V. N 0 N a \co Lo W ;:, h yuj to N L0 ; E O W L C o? 0 M N v to V �_ a M E L 0 O B Y/ o �g m Q t T c� •^N` U w aN C EM W L 0 a 70 uj LL o uS w p F- ~Q'J ~ CLL Qz Ofod < aQ U x��XJoo 0� zzm' ° � c oaoZoRoomzZz— ��a>zLuLu ow6 -� O U- Z Q ~Q W m¢ H 2 Y 0 Q O Q o o� o<Z LL¢ o u- 0 O r4 O� zLi_.ur) a�J� O O W DC CL Ln ,--I ao Z F- W W c:) Jo �O J 'Cr (D T_ co � — � CD N O CD04 NO 04 O N O N O N CDQ N N N O N N NO6— B O O o0 CD4 N A CV 0 �- 0 O 00 O O O N 0 ' L > O CV O CO O "t O Ln O (fl O f-- Z cy) 5: 0 c) m cl -0 a 0�( '— Zm�� _ ~m0- r �Zw tz Q 2 z rl Zz LL oUa->-W MM W L Q Z Z Z �a0 Z � U OU 0 m a Z z z J w M C) N N LAST PLOT DATE Feb. 9, 21 STRUCTURAL z �O i DETAILS ((11)) IIAATE R! TV PE III (Wl) WIMCEfALAAYNEI1 T KR RWF 99 IfCH'N > 41::12 (R) II.AAMERS TYPE II OR TYPE III ((#n 5 OR #34) U11MUI®181.AAyP1[d ICT IRO Rt ROW MICHH 412 CRR ILA. 12 ERO M®MIED VAJUIDEOD 1fAiUl�s (� �" HHUARdR�ICACIME AMEt1.7EE1mRt @ EAMr1EH 1iRAM C.C. ICIMABS. SHINGLE Rt C F � P imsmA 11M�1uELAAm 1 n02" COX F L1N0A3013 OR 7/16" BARRLE GS H. (PM RAQ] OF MEJMG Ims LAAA mMl M111 E CIN SHT ) Q3EEIMCAU CH RL033 Rt P'IEACIMI '- � NM IfA1P ACII W 1 IINIlUD01 IFAS CI A 58" OR V2" HHIl H S NREING EH CEILING 2c SUB IFAAS 0R MKIAM PER CME W1113 8" DIRY ANLIL S1mRFIRf SHHIEIf IMM ES G Rt DRWORLIL SCREWS 7" OC ®WIMII�A3�"(OY� AATTACHIEDW ALSWAATHII IGTO 1V2" Qa1PIP UB ((Yl) TCP FUAATE W/ ft (@ 41" CC, 2 Pik BDQUll®LE �IcS11P!1F.1fIDIP fPU AAIiE 11� INM IILE t PILyNII=SHEAATHHIM 7�C EEBLi�IIEIIMIG (� E9A. VOOIE000IL _, -" PiMC kM PER MM iLIMIS S©HEEMILEE SEE IDE A11L CISE SHHi�Ali1HIIN1� JlmfMflf IFIGIRt IIdO E IROU uw lO ..2KSp..0 .',.cT LI]DS iff, ® a W/ ((4))1M 7 EMMCEILS M TW P ILAAATE ® 7//AB" CIENIE IMITllmM IRMI&H PE R ACSiIfID01(C. UE APPLY S UAAyfERS W/1it0IrAQIL 7EHO04M 7/M" MM 2K BUK RATE W1((Yl) TU 0 S" CC. METAL LATH. P81RST 2 RAVERS YS" T HIICIK EERICIEII. 3 W 3 x,- p Ly Qmm mmmmtm AI Ill®AC1N®IfU9QIWE3m VOOI// f I�Itl I ow LAVIERIV8111MICIC w w` amm @ 6" ®CC EDGES AND 12" RUC:. FIM m iMtm1ELAA1f 11mM1 PER 1/IY" Q:"9PRn. V001� �IHt 3Y�" R'iL'9P�OIAIDmIIY/lfytiPE �aC01-NOON 4� Q3FR9HR(If (SINI RlLtID0llRt P'iLLAGIgI (PRADIFifSiIiCMIN 1 TO E MUM VOIV& aM01V MI 6" ®CAC MGW SSE OFT E P1UM1rP ISS PARAM1!AMiE9A 15 = B R Sim. FE OF IRL0O RE A W A & S1EPILE® PE MT RGAA1i10N A ffWAAVIOV/ � - IRIDAIHII. elf MG SNiMPILIL PIIMIDE TRiE lk S6 W SPACE IEMMACP K.EQUU9QILAMiEAPS'i. 11 EMS AOIL SEAAir ait H3Llr FFILMMO PAFER FOR I DISifUIERE f>$AWEfR 112" HHGHI S MRERG iHH SIRE 0" ISM VOO 0 (PR 58" GWP.. T IPE "' DC" IS GNRNRE 00I )W/ 138 DRYOKLMILSORIDIRYMMSCIREX57"DC CHILIR t a H3' (0)'c 1/�" Q;tfE1P VOIE® IIMISTAEiLllAA1f11mMl PER Q]EIMQHiEif �1tu P1Ll�mfR P•9LAGtiI —� ROM: U F SHHEAA7HHftG M B0 fll>mC01 GIF EEMMdD M ST liyA1P1CNL v c CV cM 6x6 W1.4xW1.4- WWF OR FIBER lx WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 11=,,,_,,,_,,,III ... I e •. • -" I —III —III —III STM.SM"=(lamSAW) �'k�'" Q�iMI)w. HQMtIDQ3iQmW11' ESI.IK. VOOV0 5 RIM QIIMiIf.. IRWL® SMIDVW ER101 tf ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 0 4"x4" INSPECTION PORT AT w a. EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 411to 6" BELOW GRADE H GRADE 00 STD, 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE474 TYP 2-STORY WALL SECTION ri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO ST,. 2nd FL00 BEAM/GIR FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION q SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- `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) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 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 N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING :� ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS -Q SEE FRAMING WEEP SCREED 4 z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2K S = # 116" D.C. 2'k( elf_ RATE V001Y/ - FLOOR CONNECTION U ASIDWY 1S T IFWfit. SEE J 56 FM AOMiifIDR WL IkF0MMln0K. TRU M1CIII 11, b III y'__ I li.l (s al I(I1(11'� LL WEEPSICIR939) 'a IINS TAUJ M PER. I�IOCINUUIF c �II7,0�'S�INI NiEIfA�umd/((i))11�;111Uf1" IN Rum ®IL= S CA41LE: 3/ '/ =T, O" RIBBONS La DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-O" 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.15 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 Wl A WWF OR FIBERMESH I Tl I— I —I I� T-I (LLT In r �L1L1L1�J1m (3) #5 CONT. ON 3" 8" V-8" T g" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. B 15/32" OSB Arl EXPOSUREi SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D c SECTION X-X IF U:J' NOT FULL HEIGHT SHEET C ,n z G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I 15132" OSB EXPOSUREI F SHEATHING w = SOLID 2x C BLOCKING @ ALL j C SHEATHING EDGES (SEE O OPENING SECTION X-X a U C x w x E H 2x STUDS w BEYOND. y SEE PLAN o O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1!2" I- S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) Bd NAILS \ `(2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING f! VERTICAL BLOCKNG SECTION X-X Tom/ sFF Np�� 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.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM jb" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". a u) ? OA 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 w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J LU w LL O crO PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > Q O y) Q 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. (r�0cq c~n n LL ¢ W p @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL K MEMBER IF GABLE END LL N NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 F \ �FNr�R/OR /1 S4 BOX HEADER ONLY 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"xl0" 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 • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / (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 2600#.) 2500 PSI CONCRETE MIN, SLAB W/6x6 WlAxW1.4 v WWF OR FIBERMESH C a. d • a �d M III=III—III—I III —II —II IId° a d ;Fr -III —III —III ` • -1 I I � � I I I I I a. •. -�- I I III-1 I I=l (3) # 5 REBAR ON 3" CHAIR 4" l'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REC. 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 l'-4' (1) (2) (1) 2) (1) LSTA30 4'-9' (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 `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 °° o z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-0" ADDITIONAL INFORMATION. u fV O (V N /'may : �G•.'};�� In 00 LLI p Y _ ' w z Q E /I - M O L , `M 0 di v v V -07() cn A� 0 2 o � _ 5 a: R g �N w O, V �c � t!!`! 00 E ' CD 0 V 11 00 a W Ww W w LU O~LUJLuZ 0¢Q �QO g�pVOO� Hx_ju)ou)00 < F- �w I-� ou)x0000moz = Za5wwU5-O8wQzW nwwZ a�UZOwoO�� ) muj ¢ QLL w oa o 0 oq LL ��w O O fV Ow �-- � V)r,-, II . -A kD CD . 0 co CD Q u M Ln M Cam/') � z <Lq aaM a>_a00 u ~ Z W Jo l0 CO 00 00 O O O 04 04 CD N N O N O N O N O N O N N N CD O O CO O C4 M O N 4 CD - 0 0 0 0 CD 0 O N 0 O Lo L > N O O O Z Z O owv) LUU�> ~ 0a-I Ir Lo■— Z Zw~~ �� r� TT 1 ~m0Z V Z J �2zofrl �Zz OUa>-w 2 `�zZ Q Z �a0 ■ � Z g U v o_ O O m Q z S6 Z Z w w 00 C) N N LAST PLOT DATE > Feb. 9, 21 STRUCTURAL Z v . p J DETAILS -MONO lx4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS�� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. EACH END W/ MIN. TO PRODUCT 1x4 2" EDGE DIST. APPROVAL FOR CONN.4 c/v////// 2x8 P.T. w/ (2) ROWS 3/16' (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ MIN 2" EDGE IS L 2x P.T. AS REQ'D (2) ROWS 1063" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/411 DETAIL BUILDOUT a� OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION 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 INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK -� 2 x 8 BUCK - CONNECT TO BLOCK Z-O" SECTION A -A 8" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO K,) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTW4 VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 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 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS �--LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DPAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d 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. RAD. lx4 FURRI PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (" ±5^ NOTCH WEB AT FIRST 2 COURSI Ll— UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS 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'/i' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X T NAILS / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED' OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION .JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: " PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. } SEALANT ' PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. FILLED CELL PER FOUNDATION PLAN 1R YP.) THE :S \ + TRUSS SIMPSON i H2.5A w/ (10) 2X4 SYP — 8d NAILS EACH TRUSS / CONNECTOR // SEE LINTEL- SCHED. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN, 3" COVER —� G CV M 6'-0" NIx ° D D AD 6 D D D° T ° 1= RADE °. ° z \ p N •D ° 16" MIN. MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" PRECAST LINTEL I IAIA/%/%CDTADI C IAIQTAI I TIr1A1 FILLED CELL INSTALLATION H SCALE: N.T.S. �+S —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) 10d NAILS @ 8" O.C. �— TO TRUSS TOP CHORD \TN ,--PLYWOOD SHEATHING + + / BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT + NTER SO SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rm SCALE: 3/4" = V-0" SS SFF GHFFT I-12 AND FOR SIMPSON HTT4 w/ (18) 1 Od x 1 112" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTA"/I STRAP SCALE: 3/4" = V-0" m z O Q U- O w a U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND 6" O.C.NAILED EDGES AND 2" OMONFIELD� �O.C.,02 ROWS STAGGERED TTOM PLATE W/ 8d @ 4 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO V_ BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1l4"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 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN e' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. 11-011 51-011 INISH FLOQR °. ° t, #5 BAR p 10" CENTERED W/ g IN TOP o KNOCKOUT/ N CHAIR BLOCK =I MONO FOOTING p SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL I D ° ° ° DIRT z ° STANDARD o o ° 99 HOOK N #5 BAR IN FILLED CELL -, - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT 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 I,)% 411=.10. IAI l�rl�l/� SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N 0 N N f . In 00 LO � \I ` . r , 1: 0 z Q E c� O W L OD r^� 0 cN 6 NZ)0d � u Q ch L L 8 Memo_� _O U v Q IZ p ° z> w 0-:;r c •^Nl U 00 E .m V a 0 W ❑L vi W0� Y Z WZ) 0axau.Uo0,-io JU) 3 0) da°w<oZoWOOCOO ❑ �- -¢< �U- O ZZz ��CL IY _ZLL 0 O Z QoW°w<�,-wwo�v°Q 0 zQ U- Q O I— a u- O O fV O Lu C:)0 ,.�.,(1) -m O Lr) J LO LL �. Q C W Ln >_ u Q Q DD z I— Z uj �� O (0 T- 00 't-- 00 v- O N O O O N04 O N O N O N N O N CA O O e— O 00 O N r- O I 4 0 I , 0 I O 0 O 0 O O N 0 o O '^ O L- > O N O C-)LO O O O (0 O t, ct Z Z w owO U) Q Uo�o 70 Oa=Q W z zX TT 1 ~mOZ �I--=Z Z _O J Q cr-r�� %-2Za ,--Ill Q- Z Z LL w I� OJ2Z Q 00 U�z Lu Y) z T__l = Q O • z U o�a 0 �m z z Z J N N LAST PLOT DATE Feb. 9, 21 STRUCTURAL .. z p J DETAILS—RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE. ," = 1'-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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ o" I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE Fu_L CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" INGER GLUED i NAILED SECTION D-D SCALE: 1" = V-0" U 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H _D 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLU FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO P NAILED TO STRINGER aON1M12S1NAILS) FRAMING (1 ) 2x4 DRAFT 2x12 STOP TREAD J7 2x12 TREAD GLUED GLUED AND AND NAILED NAILED—\ DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUENOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING H SECTIO 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" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND Z' 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/ a' X 2 4" TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 6, TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP�N 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" N VIEW SCALE: 4" = 1'-0" Nil F F 2x4 STC 2x4 SCALE: 1" = V-0" STRINGER—` OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP / SCAB 2x4 GLUED AND NAILED (EACH STRINGER_ 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / --1--PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a" X 2 J" 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 POS- PER CONTRACT (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gill - SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = V-0" 0 1 /AIM UUINJ I MUU I IUIN Ur. I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT L TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) u 2X PSON M1 10dx11 ECTION VIEW "H" SCALE: 1" = V-0" N O N rn N CD 00 '�• ,��,�R�" In �. �7 d3G Z J cl z Q MINI N u E �? o W L N v � N 0 U ME t O O 2 g °izg as ) p ° < �Ln U w Qv H W ` 0 E� 0 i °a a (mn W ❑ LLI ��/�° z� ZWW �ofD2JOwZLLUOJO QQ I- XJwLLOmO❑��?af�Z 000oOR00mzof =QU< CfQZO�z QJn- ZwZOWJFQOw�d ¢- Y2QLL Ow MF�Za O ❑ ❑ ❑ <( Q LL Q O LL O CO N oLu ko O _rn o Q V) Ln J LL < w Ln cef IZ a>'a00 z � I— w WC)J l0 CO 00 00 T- O N O O 04 O O N O N O N CD N CD N O N N N Cn N 4 d) O O .- O — 00 O cV �- c" � O � CV 0 - 0 O 0 a) 0 0 O 2 L > .- O N O cM O 14 O L6 O cD O f` Z O Ww� Wvr> Q VoRo Oa=Q ~m0z Ir V Z 3 W 1 Q 0 >-MZ� �zZ 1T� W 1 O Q 2 Z < V`nzLLI z z O ~ ■ • Z () .� Q O� O Ja m Q z Z z W J W c�ST v N O LAST PLOT DATE >N 9, 21 , 8Feb. z O STAIR DETAILS J 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE APPLIED HORIZONTAL LOAD + < 1.0 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD SAFE HORIZONTAL LOAD 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 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"T'4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENG 8U8 8F8-0B 8F12.OB BF16-08 8F20-OB 8F24.OB 8F28.OB BF32-OB 8F8.1B 8F12-1B SFl6 @ 8F20-1B 8F24-1B 8F28.1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-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 110394 11909 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 IL91 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 31 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 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 1247 2093 2777 2163 2536 643 _890 1052 1533 2093 2781 3643 38 4754 4S 11'-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 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 NR 458 783 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 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 NR 129 1 250 450 654 884 1092 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 CAZT-<MAW SAFE LOAD - POUNDS PER LINEAR FOOT ---� TYPE LENGTH ~- 8RU6 8RF6.OB 8RF10-0B 8RF14.08 8RRB-08 RF22-08 RF26-OB RF30.OB 8RF6.1B 8RF10.1B 8RF141B BRF18.0 8RF22.IB 8RF26.IB 8RF30.IB 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 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 34) 7917 19 931119 5'-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 1825 3120 5048 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 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CRrn SAFE LOAD PLF �t 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 5-10" (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 11'-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 R" PRFCIIST w/ )" RECESS DOOR U-LINTELS Ce�/►Rrn SAFE LOAD PLF LENGTH 8RU6 8RU6 =8RF6RCEMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5-10" (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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4An-4m" SAFE LOAD - POUNDS PER LINEAR FOOT - -TYPE LENGTH _ 8F8.1T 8F12-1T SF16-IT 8F20.1T SF24.1T 8F28-IT 8F32-1T BF8-2T BF12-2T 8F16.2T BF20-2T 8F24.2T 8F28.2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 1 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 5'-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 1 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 1 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 1l'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1738 2053 2369 12'4" (144") PRECAST 470 9 441 723 14 936 (14A 1151 15 1366 15 1582 15 470 543 928 1349 1 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 14 881 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 B 1954 7 " PRESTRESSED 14'-8' (176) 239 323 519 13 671 13 823 13 976 14 1129 14 246 1 390 655 968 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 B 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 6 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 Q 546 _12 646 12 746 12 166 1 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 (1 480 (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 124 175 261 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7) 156 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 C^W-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10.1T 8RF14-IT BRF18-IT 8RF22-1T 8RF26-IT 8RF30-1T 8RF6.2T 8RF10.2T BRF14-2T 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 jq 1952 7 2442 (6) 2931 6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 (151 1640 15 1980 15 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 LINTEL PLAN UNIT'1871- 1ST FLOOR PLAN 1 /411 = 1'-011 O O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE 0o° r8F16�-�0101T o°o0 0 8F16-1B/1T 8RF14-1B/0T O O C 4= ... ° c 8" PRECAST LINTEL W/ (1) #5 HOR CONT c BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR C.M.U. v -#5 REBAR AT o ., ° BOTTOM MIN. (1) c¢u0 REQ'D ¢ � ca o w iO 16 GAUGE POWERS BO a uj v ° STEEL BOXED cr 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 a z G+ ¢ z � ¢ E _ 00 c� Z Lu u, o 7-5/8" ACTUAL 8" NOMINAL WIDTH - #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N O N N LO 0 00 L0 i.4 w .f 0 W Q /I\ W A' i E L ,= -0 M O ' Q MN N V �_co 201 E 0 - 0 0 O •V) 4t u W Qy f; cO EM 2 L a r, O� 4) CL (' L11 Q Q C) QD-�wo?�tr�LLU00-10 =C70 ZLLLL0Zr2��F Qa ozo�oomz z (� Z o �c) ww Boa>ZYOZZLL <0CCa o Lu< 0 W V5 W 6 2 V= Q Ow = �xz� QF LL Q O LL O O N Z Lu u') I� !1 � Ln �V�j�n ZU11- o W w -� C) J d" M c00000000� T-- T- T-- N CD N CD N CD N CDp N N O N O N O N O O CD- O .- O -0 O N A ■ N 0 0 O CD d) 0 O O N 0 O O C O L N � r � O N O M O It O L1� O CD O I� L1 Z Z O w � N Lu Uo o -o Q 0wwm Lo 'T� z Zw~�- 1 =m0Z ZJ Q 0 Z w Tq a- Z Z LLI Q w U) Z ■ Z TI Z 2Qp ~ U Z OU o a m S11- Z z z z w M 1871 N N LAST PLOT DATE Fet2/9/2021 STRUCTURAL . . z Q J DETAILS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8'' LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)05U (0)#5L (1)#5U (I)#51L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 V-6" PRECAST (2) D4.5 WIRE 2 No.3 6740 1 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 1 853 853 759 843 101-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 1 727 727 582 718 1 U-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 355 1 649 649 489 649 12'-0" 10%8" PRECAST (2) No.3 (2) No.5 329 602 602 430 602 12'-6" 11%2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 13'-4" 17-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 270 449 449 286 451 14'-B" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 17' lb'-0" PRESTRESSED (21 No. (2) 7116 strand +-4" N.R. 357 357 254 352 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No.5 N.R. 21'-4" 20'-0" PRESTRESSED (Z) No.3 (2) 7/16 strand + 219 219 165 229 (2) No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No.5 N.R. (2) 7116 strand +" 24'-0 22'-8" PRESTRESSED (2) No. 3 (2) No. S N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL"A" DETAIL"B" ILL) Lil) DETAIL "C" DETAIL "D" TYPE DESIGNATION PLAIN LINTEL' QUANTITY Or N5 BAP AT --SOLIO LINTEL LOW EP LINTE-CAVITY [8x1I6-P-1L/1U] NONAINALWIDTJ J L<DUAN', LTY OF #5 BAP. AT NOMINAL H'IGHT IIPER LINTE -CATV REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(I)#5U (I)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'Y DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (21 No. 3 7207 10000 9863 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No• 3 3940 5211 1 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 6 4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1 1448 1766 1 1'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1 1222 1568 12'-0" 10'-81, PRECAST (2) No.3 2 No.5 1439 1439 1 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 1 931 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 1 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 1 760 1149 (2) 7116strand + 14'-8" 13'-4" PRESTRESSED (2) No.3 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 1291 1291 775 1270 2 No.4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-0" PRESTRESSED Oo. 2 N3 (2) 7116 strand + 1035 1035 478 936 (2) No.5 20'-0" 18'-8" PRESTRESSED (2)No.3 (2) 7/16 strand + 961 961 446 872 2 No.5 (2) 7/16strand + 21'-4" 20'-0" PRESTRESSED (21 No.3 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7116 strand + 720 720 366 716 2) No. 5 (2) 7116 strand + 24'-0" 22'-$" PRESTRESSED 121 No.3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "I" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ '�I r QUANTITY OF 05 BAR AT S_SOLID LINTEL I I LOWER LINTEL CAVITY [8x 16-P-1 L/ 1 U] NOMINAL WIDTH OUAN TY OF #,, BAR NOMINAL HEIGHT U PPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #S I L U SOLID #5 (2) U (1) L DETAIL'DE' DETAIL DF' DETAIL DE &'DF DETAIL'DG' 3'-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 9 2970 4965 4401 44 1 0 4'-2' 2'-10' 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8"2 PRECAST w I! D4 5 IRE 2 No.3 I1 2400 4030 3 07 .6 3607 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4' 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1576 1578 T-8' 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" 8' 0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL] I-QUAN111Y F#., BAK AT S-SOLID LINTEL -1 I IOWFR'INTEl CAVIIY [8x1 I6-P-1 L/l U] NOMINAL WIDTH]IJ L!NUANTRYOr#SBARAT NOMINAL HEI GIIT VPf ER LINTEL CA VIIY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)45L(1)05U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2) No.3 9383 10000 10000 10000 4-0" 2'-8" PRECAST (2) D4.5 WIRE 2) No.3 6766 8225 9200 9445 4'-6" 3-2" PRE ST (2) D4.5 WIRE (2) D4.5 WIRE 2 No.3 2 No. 3 5104 4683 5671 5137 6345 5717 6345 5717 4'-8" 3'-4" PRECAST 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 1 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2) No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 (2) No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 (2) No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 836 836 426 76.3 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED I2 I No. 3 (2) 7116 strand + 607 607 317 601 2 No.S 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No-3 (2) 7116 strand + 188 488 260 493 2) No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No.3 No. 5 399 399 217 412 TYPE DESIGNATION P-PLAIN LINICL/ -] (' ZU'NT" Or 05 BAR AT S - SOLID LWEL I LOWER LINTEL CAVTY [8x116-P-1 L/l U] NOMINAL WIDTH) IJ LC7"ANTITV OF#S BAK Al NOMINAL I lE ,HT UPPER LINTEI � AVIIY r1CTA T1 11CIL nCTATI "C" nCTATI "r- REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (I)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL 'L' DETAIL'M' (1)#SL(1)#5U DETAIL'N' DETAIL'L&'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-01, 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 64" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 2 No. 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1368 1368 771 1264 (2) Na. 4 IV-4"-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 084 1084 615 1095 (2 Na 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 008 1008 573 1048 (2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand +(2) 877 877 SOl 966 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7116 strand + PRESTRESSED 2 (1 No.3 (2) No. 5 740 740 393 772 y y A DETAIL BUT DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PI. A. IN I INH-I./ QUANIITY Oh#5 BAK AT $-SOLID IINIH. LOWFR II NIFI CAVITY [8x1II6-P-1L/1U] NOMINAL WIDTH] J `-QUA. NTT* 0 F:S BAR AT NOMINAL HEIGHT UP°ER LINT LCA'ATY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)J(0)LL SOLID #5(2)U(1)L DETAIL DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3-8" 74" 2-0" PRECAST (2) D4.5 WIRE (2) NO.3 5713 10000 10000 10000 4'-0" 74 2-4' PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 3'-01 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3641 9133 7835 8173 4'-8" 3-4" 3'-0 PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 66 54" 5-0' PRECAST (2) D4.5 WIRE (21 No.4 2976 2976 2676 2737 7'-8" 64" 6-0' PRECAST (2) 04.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 } DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF 45 BAR AT 5-SOLID LINTEL I LOWER LINTEL (:All' [8xl I6-P-1 L/1 U] NOMINAL'NIDTHJIJ L aUANIIIY OF#S 11111 NOMINAL HEIGHT UPPER LINIU CAVIIV GENERAL NOTES: 1.) CODES i.1 FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 6TH EDITION (2017) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2017, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION (2017) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D / PER STRUCTURAL PLAN 2 7/32" STIRRUPS AT 4'-0" cc o`o M (TIED OR WELDED) "Ln I r. In BOTTOM BARS N SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST, CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" ' o`o W M 00 � M N M MIN 7 5/8" MI1 TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51. (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' & 'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6' 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No, 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'4' 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7116 strand + 2413 2413 1338 1974 (2) No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 7'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1698 1698 944 1546 2 No, 4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1254 1254 702 12/1 (2) No.5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1092 1092 614 1167 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand + L24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR Al 5-50LID LINTEL I LOWER LINTEL CAVITY [8x 16-P-1 L/ 1 U] NOMINAL WIOIHJ � LQUANTITY III #5 BAR NOMIN Al. HEIGnI UPPER LINTEL OAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8' 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-81, 4'4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 1 4569 2302 4235 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8-4' B'-O" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 LINTEL PLAN O O U D UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID *5(1)U(0)L #5 fl I U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-B" 74' 2'-0" PRECAST (21 D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 IF A-1 L"�.J uj 4 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DW GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0' 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) NcU 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No,3 6149 10000 8604 10000 4'-8" 3'-4' 3'-01 PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8, 4'4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 1 6P31 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION • . P - PLA11! I3-)1it'1J GUAPITITY ff IS HAR AT S - SRID uroic� L9WER L#1TFl. CAVITY a ....,•�• w . ,..•� w .:. [8x16-P-IL/IU] • •:) • : P4f1%t VMTH-1 LIB �•. • A +•: Nd,1NAL HE1alT 611FFL0CAVWITYAT A ,1'. DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TVPC r1C4ZICNIATInKI P -PLAIN BBANTITY ff M BAR AT S - SRID � `LBWER L111TEL CAVITY [8x1I6-P-IL/IL/] (d+bN.AL WIBTH JIJ L tP LINiffEL 3 IM At I HUGHT TYPE DESIGNATION P - PLAIN LINTEL/ �'I j' UUANTRY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVTY [8x16-P-1 L/1 U] NOMI NAL WIDTH] ` OUAN111Y OF#S BAR AI NOMINAL HEIG Hi LI°PER LINTEL CAVITY SAFE W�RKING LATERAL LOADS (PLF) " X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 8 2 '- 0 0N. Prestressed N R. 1 67 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. ion N.K. = Not KeCommended N 0 N O� N s' ild a LID L7 ID i�'+.. r'• G r" i LID �# R y W ,4 w ✓''t- 1 0 w 0 Z Q V) N F, E `0 c? O } iN M C.N.; co (n V M « [ D _0 C, 0 u- Q = U U LL p ;� x� CD 5-- a -0 LLI W W W W¢ w�� °dYzX Z (� Q Q V Q�� J�OigwU)L�U0 JO 0�x§z0 0Room0zad C1�� O Z Lu �OI zYOZzLL0<0 O� a oQ i� Q 0 W I-P 9 Y0 0O �¢Q Q OQ I-. LL. x 0 fV o_W N I�-I O C) Qh Q V M LLr) V) . N w Q i� Q z Q 00 W W JC) V- M m � 00 � 0o � O N o o �- O N O N C) N CD N N CDO N N N No�r- I O 00 N c7 N 0 r 0 0 0 T- CD 0C:) 0 Cn CDL > O N C:)0 co I- ILnI 0 0 COI 0 r-- Z Z C Lu W W U, 5; o Q Vo Oa=M � zWF- � ~mGZ Z ~ W >- w y'2Zw Z Z ILL 0 15 Q W to Z Z � Z XQO i Q U CL 0 0 _ W < z Z Z S 12-1871 0 ui m 04 N LAST PLOT DATE Feb. 9, 21 STRUCTURAL z 0 J DETAILS (L) L��V � � �L�ellJ1JL5 MountingFirack�ts i ,,,..,I l^ O Tt�C Back CII wppc,rir �\ Right Bracket ( 6631 BOIts Ic W vOral hl i Af-Loc rant CrnSS supp X-t i %"%. be t.it ttf W L t`Il I)I dl,l\CL 111-1, VIILIL,,•, -L'ffl s5rllA,DIa lYupra "at ulr. 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E,ain,w i Lkarne lvnur,nletg;Ynn„r, ..w„ Plo•ul D.sctlpripn LA., pw. Panda., (3e1q V,III�LA r,' M Y:,1N4a.0 Sing u_r•_I FSC N,r- Ayg_wr s1iii aaxa '. 9xrly7o^-1 '1»'J, ..:. r,�'•'1 'fr:,v(Y1-,. a':P'PT.d (33a1 ico- I Ir_J Ouaft A,nirmt 47!oY!,2.101 U22 Approved To, Si+f Irlq.jrl Inn, ._nr�rrgct €}dratbn it 1„ Wit OuINd• NVN; 0.. N,r^:'. 1 :. . 1'!2u •,� rill •0,-'e'i Fonda Departincrd of Euspmcs S Professional Regulullon Budding Codes any Standards Product Approval Application Detail sF�uaSi E1� uyilrw A CI N w Y drJelw di Mlotts. .•rar.l'1 "pn'<f h '. SerO :^ L ice L e, 1, 4 (B7TI earo.6.,It' •. •'n I: St,I ;Oi'.iN'.-r Y,rn®Sr r rr,rl �r Pfara,a u.a..r cuff in Ch..rOl al Fun ra F .nnl .rid :sot Ie_,v . A, I Yl.d`rtom v.n1 r,r, also FqW `lerl I'.+qua „ra0e Jw FlgoC Vert 14 5e,.' 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A'4,1 OVW fer Use Irni"So D.T''gn a RpAtl Nede1. NumpM or Rome FrOMId In HyIi JUlydt NVIQ Re+lp vu Prassur< I r,,•r: nu Tr, Flbt+r.. uul r+"rxl clar N,,,v nr.AT,I A A,.. w-A. 01:ucv.._ 1"31 f'0. ..r_. I. .. tL •, <t.DT F._ V.. 5r pa l,ggr ' 1•+', ]r,:..t+'a Ir ]. Y ran'I,ura11<n1 _ r T,ermii Flbef.Cltafl: erM`_a. W0ta, NGn<'r '�. !r d.Yr,a'mpsd8gaa'. Opew< 12: 31/: 3:" Nt, ,r, YI.s tUA ,.N.r.•.'a rape F:.avwaaa sn De Dos veil , L.u<wlr ,l JrswlrryClc:swlrp XO. OX o/GA:O , , a ,. n_r. 1, Fire, -cis 6;x 1 IS 14 I,'Iru Nerr.e ef;R;n' ca„I.a,„ .• 1-, n,. 1 « v a . ur.,, An ua,r ,mn, , allhb.l d'le roes! r.e eyil,lvnnn p, rxol C)};hl` COT M,u'n'Irr s. a - 1`r; r'rre Tra llt Oa Jess!: and r+"-W 11.1J,•. WA „rN.�•. crape YSmy. D, A-W 0. x roneguuaonl _ < T,:rna-Tl., rib H-C'aafl: en0 .10 N!•r,r .. n,.?'i.J 3oa4.lrrp.t'$eUa. Orin.. •: 1::; 1'::r� .c 'r et Ii:A G. Y„'-, Fr'yr F,I,r'„nsa ser)< C.-wll'r soar«,: rn ,rrrU�:ra". 'p KO Cx or OxO <mspu'aa;r s r f Their T, rrt erClessk and rxrlolki N11 116911:11 (>r lM Tpat UUM opE!Re 12,r31r0: aJ0 ,r> yy N.:A em,pw, 1e Fr n]< r ',< u n•,: I v,,:lre 1 do 1<dn r} wllhwt'crderlres r,s.'nry^::, h.•Ir.0-. :V: or OxxC' cmapuutlrn s: p Thonnn t, r:rlt'r "I,.wr- arcl SnONn..c'Lar Ma'rkrn: fl8a'_0!, N. .a ry,rx:ae Fdy«F:nr-y,, yr rl•. I11^.. 1'Tsw 19aliul—0. x. cool W'a:,v ,. a r T',erme-Trio rlt err-. a,s1'I,nd 'rmndr-'Sec Ilanre166139:d 6wa.l•r,pacl+tcucn '.-n: 'r I.-:;II.n„ ,e, + WA . , ._ a Fdpe Flx•g:. ass Sng1e Ller r,r - 1.•u. •.; Jr-:r 'ry.)l hg.Xa ax,> I. , mA] I _04III 'ruI I,r'Itsrc end IO-h r N Sjp`. ^.re S Ca4s[e0 12'31 .p:'. Nc i , `ts rI It 4 ].utm Ylna4nyCN.As nr0 tr, a"'iY ,�' C YIAp 1. mli:d S Q IJ11Y A w i• Argi h, J•... "J ,vrM IW U I �,.^., I t Leq. ROr1urlM,de Numbal er Marne ROct Inn r,IpU�,r f-artractE el I,mnh1_Hil lo,49t HVMZ R_v!sx>,r Pret.ure 1, I. IteMa t e.,ye46k MO sn,wrRbte' faanM IT •.aIX near lsca<*,'DIAL« 1LJ1 �.( No<. e pc's'.C:,,•r'^Qa c, Ste Door *t :. rAlh I . H :,. .. . F It, a,r Ax N C,.:,:� , my,u'n.a«r. January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET (2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/82001 #1105 (8X7) FL8248.3 +31.01-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60 0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors ISedes Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192-1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensicnal FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco. Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATS ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. 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Flor lD Lwpartnrent or Susinesb & Profe:r'.aonat Regulation r, .; 1:rr I Florida Lleparimerll of Gu',rnao, S I'ro'cs. !•n.I iceg,llPl I . , �.. �:' I- o'ma Department of Business & Professional Regulation six I .f I Florida Department of Business & Professional Regulation Build,ri Cedes and Srnndardr, u:I Ruild!nr (.*.ck •, rind ,fardv: t- i Building Codes and Standards r;)arl Building Codes and Standards Product Approval Application Detail _ _ Product Approval Anil aflon Drlati - Product Approval Application Detad� Product Approval Application Detail Fl.Ai 54R 13 -_-�-^- FLa158 lit FyJ� f Lelliza-g11 Efift or 2KI 2W Dinh Pmdy.1 21U Code 15"1" a fMte twin DrR. 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In 14VHZ CeAski ell RRslslient P.S-r. a•_u`ller•;¢I t,:wlr eve RoJL a•, Weealt end Refllessed Goncmte Unroll J:,::,,:�:• N^ e, f1,A r,•a U CD O W Q O �a U W W V O O O O �^1 W? ? O I..L O An -0 " E O VJ a) Q, L e< a z z w J (n w _ CU 0 -limmilima CIO V U) o Cz O Q 0_ VJ M0 W cw C Z �Z nr-J SHEET NO. PA 1.1 Simpson Strong -Tie 2020 FBC Approved Products P 9 PP updated 12/30,202(' Simpson strong -Tie Tie 2020 FBC Approved Products P 9- Pp aI 112/-,�-^020 � Simpson Strong -Tie 2020 FBC Approved Products �m If "•�' .j For direct rinks to all SOT appro`•r,1; I SIcd :,ClpW _ t-I<i rERE. - - I drort l,C, o.als late']1, Y' .hire +r •: ,. -. :, r.;. !,,0 1, 11, t^. GII 11r a - DProw aed 7e on. rtv addolonel Informal Fl A m rcgaMn onde's Sietewxie Fradu I ttra+al ` ten'and Miami -Dada 9 Ys C c� Ar^ ..ouniy Nd ,r 1 .. option _e INOAt CLICK tl i4 � �, ., Fa ad8ionzl Inlrxrrtst rxr ,e .,: d x _oro�. �, �n«;dr rn„I • .1._ ,r^viol Sr � U ) . - rc i fc -- - system a d MiemlJede ^,xny n .I s, �� La � ^ , n, •' ,f � �', - Far edtrional intcrmahm rrgardr g FIom7:r .- :,.arc„ 1,- Pr +,lu + Ar{r „1 2ystrn-end Miami -Dade Crwntl rldice of nx. .I,in r it. n. FLt1t2355-R7 FL#110446 R6 FL#10456-R5 Sea # Product Model. Number or Neme Product Description Selig # Product Model, Nunber or Name Product Description Sell # Product Model. Number or Nzme Product Description 1 1Stainless Steel Concrete L Masonry Screw (TT V 551 !4" donlr_te! TtI stainless steel masonry screw 1 I A. 1 4 5 A44 Angles I 1 6T? 3TN Brick Ties 2 All" I , I A-1 r,r-Ai ,PVA21 AFI APV'A6 Cuydoor Accents Angles A'Il t I r13T'14, C44STC16 Coiled Straps 3 AP644 nF'E::t4H Al^.6doii AP-,66R APII AP686R, APB1010 0"(rig ,,.II'; 1:,,•l Cetdoor Accents Post Bases ,11. Ca1 S .JS'18. C320, CS'_2 Coiled Straps FL#9589-R6 APVB44R.APV66d AFV`:6,iR l I,uB APVBRRR APVB1010 AP4 Or, 4 C1bHPI1 ;HP_il Coiled Straps 4 APDJT2-4. APDJT2R-4 APO) _ At I,, 1.'R r; APVDJT2-4, APVD.JT2R 4 A-/ l f i, Adx)r Accents Deck Ji is Ties 5 CTS,1.1.5 ',om'resslon'elsron Strap Sea # Product Model. Number or Name Product Description APVDJT2R-6 1 D5P, 55F, I Sp "I to Plate'ie 1 SD1011203EI Outdo,:. :annru Conner,Uor Screw S .APHH46, APHH46R APHH61C A,FI it n=.1 iF2 %.,trioor P, ents li'ea,,y Hanger 7 11 H10A H2.SA, H3. 1-16, 177. 1110 I i'," ' i 06-2, H16-1s, I illrn. ,,Ito Tv>s 2 SD911,1 5)10212 Strolc [),Pie .,I. , onnector Screw H Ai, APL6, APT4, 4PlE3 1\I-'sl •, ,rl vl ,r ,I•J 14 APv B , tdar,I r,rcent<. L and T Beam -to Ties H3t.2„ HGf -3, HGT-4 Henvv ,:rdrr T Irt,nvvn 3 SD9112SS SD9212S3 Strorg U'A Sf7 Cc„'I,v1'n SS tinew 7 APL H24 APLH24R, APLH2b, AP'. H,,, ,Pl H.-10 API-H'10R i l , HS24 Hurrl;.ane TIP 4 SOCF22434 5D(F ._,1 U(.F.'ao14 SDCF22700, SDCF22858. SUC.f;, 1C,14 Strorg•U'rve `„liC.r„ 1 u n e ,.F nrre• 5VLZ „ . ' ,• • r .;rf L inn-rto ;.'-5Di7 5 H552.2-SDS3 H552-3-SD,,., , ,, . , Heavy 51ad Sheri SDCF221134 ;DDT: _13.,4,_U:,F271958,SDCF212358 11 C3T2Z CBT4Z e,1 „ .„.. r. HI.Ts HST5,HST6 Straight Straps 5 ,, n • inn < 4.4 J•: ..,..,12 Cii F 1,14 C ..,L70D, SDCP22858 tiUC.'<;'•t: Strom Dn,e sCiCf' flrnfc'-r F -deem, g 3 li., n II.�Q C:;JT4Z, CJT52, CJT6Z Jc.n< ea1(1 in e1 T ,<-. I: r f <-'C HTS24, HT52E„ H'F530, HT"ti30 Heavy Twist Str: �� SDCP221100 SDCP 1134 LCF :? r 14fif; • - 1 1 1 I,1 1 �S Deck Joist 'iN 1 "' H :.',1' r I Z 11 Sr.A20KT2 Heavy Toast Strap, SDHR27400, SDHR27614 SD-iR314(Pj r,DHR'.10 4 Strong-DrNe SDHR Comho Heat • ,,w 1,1 Dry V all �;tnn o r I?• Light Floor Tie Anchor F1S?5112. SDS25134. SDS2.200 SDS;' " 1:> 5f?S25"1,00 SDS25312. SOS25412 cIrnrg-Drive SDI, Heavy -Duty ::.inn-1,, I;r!ow, 13 FCd FC•� Framing 11, 1 `-.1 L: S.TA1:' I S-All, I STa18, I STA21, I STA21 I STA''.f-I 1 -;1 A-i" Straight Straps 30S?SSCO SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 I ;;1 4 ! l '. I ,' , Straight Straps 8 SUS-1 1 1 2SS 5CS25.200SS, SOS25212SS, SDS2,Fil c, r:D3 _ „12S1_ I r ;.1 1�,1ve SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 t %1,0, f1.14ii Bridging 9 SDWF2710, S17%W27710, SDWr2724, SDWF2720. SDVVF273C S6uiil, D vr' 3DYVF Fl,oi-,u-Fluoi Screw 1,'i H2A, H25T H8, 1-110A-2, H103, H14, IIGA10 ,1„ i r. sir- T,e'> 18 LTS12, L131u, I.11, ' LT"„-"n Light Twist Strap 17 HC.11? i-iced; C:;nr e'Ili:•:I Ipi91 Tie 19 MGT Mod, en Girder Taon vn 18 HH4, HH6 Header hangers M51")7, MST37, Ni MST67. MST12 Straight Straps FLX10007-R8 19 KBS1Z Knee -Brace Stabilizer IA I A5, NSTA12. MSTA15, MSTA18, MSTA21, M61A.,'4 P,1,, I /,'il I V3'TK,,6 14STA49 Straight Straps 20 L30, L50, L70, L90 n„'Ile 22 r&1 I i, Tl 11051 C40. MSTC52, 11,1STC06. MSTC75 Straight Straps Zj" Product Model. Number or Name Product Description 21 LCFz ;rI'.+F' 23 MST'APF, P1;7r'i)irB;i Pre -Bent Straps 1 ATR3/6 ATR112 ATR5l8. ATR314 -breaded Rods 22 LS30 L5i0 I_1r.7 Lti-)() Skewilok, 'nglc,, 24 MSTI2Q IIIIST136, MSIW4 II ',d`�,TI72 Straight Strapi, 2 ATUDS, AIUL)ti .' Al IJD9. ATUD9.2, ATUC9-3, Al IJDl4, i•Tkf 14 Alimookirn Take Up Device 23 LSCZ Adjustable Stair String?f Ccrmect,:; NATS12. MTS16, NRS18, MT622 Mt5:4L: kl iS30 IATS30C Mcdiim T,.vt l Snap ., OPi/8.2, BP12, DP1C'-3. BPS/d-; DP510.3 BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates ;V LGSJ26LZ, LSSJ26RZ, 1_0512ALZ L Jt'J:BRZ, LS.`•J210LZ. LSSJ21ORZ F�r-J Adjustable Jack Jiang>r ,,, iICA... C12 NCA2r.12-12, NCA2xC-16, f1CA;'• 1O 1'i fJC.A;'..1:-10 Ondgmg 4 CNW3lE1 -,I'JW1': ChW5/8. CNVVW4, CNW5)6 112 CrNV314 515 :'oup(er Nuts 25 LSSP1 tit LSSR2 1 LSSR2,37, LSSR2_.6, LSSR2IU-2 LSSR410 l aid I,djLj-,t,,Hf ',t peable15kemahe H.anoer 27 RCW'B1< RCWY3;4 Wall Bracmp r,TUD55, CTl_i CTUD66 17UD75 C7UD76, CTUD7I', CI UF,67 :TL688 (71097, C;oapiu,g I;1ke l 1p Dill, rce 26 LTP4 L''''') 'rue Rare,, RPS18, RII RPS28 Repair Plate Strap UD98,CTUD99 27 ML23Z, N1L24Z, NIL'.43t;71J87 NIL21OZ Angles RSP4 Stud 1, Plate _'.onnector 6 f l" `14 1 N6 Heavy Hex Nut; _,_ MMH8 Roof Tie -Dorm I .-'I ='P: SPA, SM6, SP8 Stud I ilnte I ,. 7 RTUU,9 RTUD36 RTUD4,RTUD4B,R1"LD5 RTIJ[):i RTUD7 RTUD8 RatchetingTake-Up Device X, MMHC Hinged Roof Connector 31.FIf4 ;PH6 SPH6 Heavy Stud Plate Tie 6 TUD9 TIK)10 'oke.UpDevice 30 PAPALU26, MMLU213-2, MML1jr28 MML I!:82 MMLU_-10, MMLLA211, MML,JI3P NINILl,n:i11 Face -Mount Hangers 32 SS1 5 :, „_,,, SS4 5Shud Shoe 9 1UVV38 ik.e Up Washet ,0 RHIC RBC"P R:nl Boundary Cips 33 SI J, SI 1. _l V�:l -:,1,.' ST29, S-12122, 512115, S12'21b, S lu 1, ';; I6_4 :;I ti<136 Straight Straps 10 JRS3 1,?R" tll•nfi Rod Run Tiedown System 32 RST {a:ol lac _,o", 34 TB20, TB,17,'r83ii. TB_15 -B4_ TF48 TB54, TB56, T660 Tension Bridging 11 lIRS4 112" Uplift I It ri T,-oo,,n Systern 33 Ri,::'l.' RTC42 RTC2Z, RT044 lu,l it „n,err:,Is ;_ TW610. NVB12, TVVB14 'vat+all Bracing 12 URS5 5l8" Uplift Rod R n, T,rdoxn Sgsten 34 ST ( S f: T DTC H-C4 VGT, VGTR, VGT,_ Variable Pitch Gi der l I,,(!<wn 13 URS6 314"UpIMRod KIledownSi.ao-,! um 35 TJC31'_(•, ,i",Irl' ,.'III VH106,VIB106C,WEi�ri,:v1.1; � 'J'dH14'JC: WamBracing 36 Z2. Zt ,14 r',111e. 11..:11 trio it, (,Ji)k, FL#10441-R6 FL#10531-R5 FL#10447•R5 Sea # Product Model. Number or Name Product Description ,Sga # Product Model. Number or Nivione Product Description C)TT2 li"Id down Sed # Product Model, Number or Name Product Description 1 CBH2 374, !. ,;Lill „ 5"s, CBH2 37k9.75 Concealed hangers < rk.)C10/4. HDC10122 Holddn:,n 1 AHEP le• II!, Carr C oar r_t,, DU, Dili DHl.17`F Face -mount (DU. DI I)} ind lop-fl,,n,.1( (DHUTF) hangers 3 HUC 9 HHDC 11 HHC014 Hold c,:,.n IDSC2R-SOS3, DSC2L SD3 " 11-;( :<- <.C53 DSC5L-SCS3 Drag Stn t I. - n, t'r1: 1 . available in wr iM rangmg tron ' 9 1 t " to 7 9/1C" and heights 4 HDi. t ' t llrl )4 Hn', 15. HD( 18, H-)l 111, firit114 Hokl-onan r,R•" ;ah1e Rraro• ,'. �,r r„=r tin, ranging from 9-1,8" to 23-15116" I HPA28, FPA3'i Strap -style purbn .4l,ch +i 4 H';PI Al HCp2 HCP4 Hip Corner Plate HGU3 63SDS, HGL 25 Si:, H , h, 'iO-SDS. HGL5 62-SDS, H3U7 DoSD�,, Fi ;I ' ", Face -mount I:angers 6 L,;TH'D8 _STHDBRJ -itrap-style hold -doom 5 HHRC2-,, Fit'RU4:', I I lQC42-2 H'HRC411 81, HHki,44, 111 lIRC`1 21513 25, HHRC53i13 'It 11--, 11n, to Ridge Connectors EDS H'GD9OO-SDS 7 MASA MA.SA.P tuw'd,rhun drichor strap HI IRC86 4 H31',:2 ,.erne y, rangers Face mo-L La igelb evuduL,le1 o re dos ranging from 1.518"to 7- 51 MPAI.32, MPAI44 Strap -,tyke pin 1, ,"choir G i irt,'.l rill HR^" 2 Hip Ridge Connertor 3.18" and heidhtsrangmg from 5-5t1 ^' n 1 ' 'lR" 9 PA18., PA23, PA28, PA.i , PA51 PA68 Strap -style purbn an,'h v LRU2t, R1 :8 G Rt 210 LRU212 Rafter Hanger 5 HHGJ5 2i-SDS, HHGUS `, , I'" 115 62-SDS, HHGU7 DO -SOS, HI -I ;U / .", `4D3 Face mount hangers 10 PAl 16 PA123, PAI28, PAI&5 Strap -style purbn anchor 8 LSU26, L SSU'" L . -•r.210 Lirlht SlopeabletSkewable - Hanger HHGU9 CO-SDS 11 STHD18-!, `,THD1(iRJ Strap-,V,le lhokl-down Y TBE4, 'TBE6 u,.t;a• ,I I,_ rnllsllu et H-it,/3,10-2, HHU328.2, HHUS':10.2 Wit I,46 HHl,1.i4)? HHfKS410. HH1-35. 0110, I .,ur-!mount I "''.),.is 12 S'THD14. STHD'1 .�RJ Strap -style diold down 1C] 7C24, TC'26, TC28 41P'-d;' 2910 It 'i IA29 THA213, THA218.. Ti-i t, ;' TH1,222-2, THA413 THA4 t P Ti IAC41f- THA42,'' Adjustahlr T,, if 7 Hot IF, I -I :'. q-1ti.JRC. HSULC series hangers Skevrt.o i.0 r•.nx1,n, It t: � 1r. r: available in w+oths ranging from 3- -HAC.42: THA426. THA422-2, THA•L'�. '18" tc 5 ll8" and heignls I,ingrg ffom 4-3/4" to 15-314" 12 SI IAI• :'.1 :'." 11 IA1206122. TI IA1211-: 1 AI:':.-' I IIA1322, THAI'3521. it :d,l_'_: Adjustable Truss I large, urd l0 1 ., .,.1, Concealed flange ver.,w, ii f -J IN,i;. HS111 C; available for at 13 'i 1A1.4." T HAR42'2 Skewed Truss Haxiger double 2X and 41( mt only is tre flange is concealed. 14 'I I.IA;'P, LTHJA26, LTHMA WIIII e Tress Hanger, 1i HTU,-6, HTU28, HTU.211a IiT I I'•; :' HT,J28.2, HTIJ210-2 Face -mount hanger,. 16 -H 1112 4 SDS3, THJM2 5-SDS3 11, li -t -HJu21 CAU411 1 rl,1$ H-n,,tn•. 9 HU, HUC series hanger>. Face -mount hanperi ,. Hallo it,, wiitts ranging from 1-9'1t" to 7- 16 -rCR:' : - `,uss.Space•- ;e=t,.,i,,l '12" and heights rat, gi•,:1 •rorr. _--!8'tc 19-1M". Concealed tlanoc, 17 VPA._ VPA,.'h. VPA1_. 4/PA35, VPA4 Vanatle Pitch Lorne( -or, version (HUC) a, iWkie for all modelshaving width equal to o 18 VTCR Valley Tr'usS Chl) greater than 2-911: " 1(11 H1JCQ181/9SD`<, I JIc I+rlIl1-SDS'. HIJCQ2'1 O-21-SDS HUC+J 1OIj,, r11J(-1)31D- Face -mount hanger, SDS. HUC0410.c.I HUC04 2-SDS.. HUCQ5251g-SDS. HUr:r,S 25/l , -zDS,, HI-Cr,610- SDS ncc'• Simpson Strong -Tie 2020 FBC Approved Products r)I,,i.led 1 1,:(r 11,0 ", „''" for 6rett finks lu oil L;T nlrproels listed oilw „ ':Fa_, For additional mformar a, regarding Florida's Sfalew+de Raducr Approval Syslen' ar.d '•4nm•,-Dade County Ndl<r it A.:::rptan:e (NOA). C, . to 21 LB seriesnangers Top flange hangors. available inwI of 1 QIti and hetght<, ranging from. ;•" to 15-1/6" 22 i BAZ series hangers -rip flange hanger, ,ivaitable in wtd'h of 1 ill 1'" and heights r n from 9-31 6 8 J 9 23 LF ,3 LE35, LEG7 series hangers -: h. flange hangers a a IaL e in v+K17is ranging fr,n ". 114" to 6- :'i` • ..,nri heights ranging frnnl c" ,n 33-117' 24 MFGF, NIF,37 series hangers Top flwigc hangers avail-+hlo ur,rn i iid'hs ranging fr:. 1;1 ro 6- 7f8" anc heights ranging from t' to 12 112" ,.., MI I series hanger, 'op flange honoers available in wld'f hinging from I vi to 5- "8" and height, r.v,q,ng from 5•-114' t:, .., 1" 26 PF PFB, :>FDB, PFDSB ser:,•shangers ,I. flange hange,s ,v.nrahlo in width of 1-9(IC' end heights IaninnJ from 3.3/8"to 7 1,l' ;'7 RR Ridgera1pr rn,lnector 28 'd + Herres hangers n(, flange hanger, i Ioable in widdis from 1-9/16 tr ! 18" a ,n heights ranging `' '!4 to 32" FL #10960-R5 Sea # Product Model. Number or Name 1 ABA44, A3A44R AE^ A8A46R ABAnti PBR6P 2 ABU44, A.3U44R. ABU45, ABladr,R ABUS-5. ABUS d AHU65. A$U61 AL Joo3R ABU88, ABU88R Abi.11 i10 ABU1010R. A61J 1212, ABU1212R ABW44Z.ABW'44RZ, ABW46Z, ABW46fiZ. ABW66_'. ABW;GRZ. ABAl •1 AC4, AC4R 1,CE4. AGO, AC6F, A(-LU BC4, BC4c PC4R BC6 BC6R BCh B :^ 2/4. SC32 3/n d CB44, CIBI Ft t8 C366, C668 CBSQ44-cif rti r,BSO46-SDS2, GB ,;t00- SDS2, CBSQ?4, 1,L!`-;_ CBSQ88-SDS", ('• CC, ECG EC: IJ :,roes CC(:)-SDS2,5, EC'',G SDS2 5 Series 1P CPT44Z.CPT60Z l:r'i88Z 44 FPF,16 11 EPB44A =-PB EP866 P 4 1:' E S Z lc: LC-B44. LCB65 14 LPC4Z,LPC6Z 15 ll,`Ffs442! MPB662, MPB867 16 P644 PE44R,RB46,PB66,PEUtiR 1/ PBS44A.'bb46, PbbSlj6 15 PBV6, PBV1C 19 PC:44-16,PC46-16, PC48 16 PC64-16, PC66 tit, EPC44-16, EPi..46 16 EPC48-16 EPC641c FPC66-16 PC4Z, PIPC.6Z PC6RZ, PC8Z, PCBF(Z, EPC4Z, EP•:_4R?=PCBZ,EPCbHZ f-Is,_8Z FPC8RZ 21 PPb44.4Z, PPB44-6Z 22 RPBZ FL910866-R5 Seq # Product Model, Number or Name 1 FJA, FSA 2 FRFP 3 r,H45-6, GH46.8, GHlB-d. GH48-8 GH410 6 GHAII GH66 6 GH116-E GH68 d i;H6,i E ,H61G6,GH6108 4 GLb',A GLB5B. GL65C GLBSD GLB7A, GL67b. CL87C, GLB7D 5 GLIBT512 GBLT6112, GLB751C G6LT616, GLBT52 (. C,BI_T620 6 HGLBA,HGLBB HGLBC,HGLBD 7 11CT HGT-3, I1C1 4 8 IFP10-SDS3 9 URFP Product Description A us4,,_ , k- P_ 1, Base d 1 Adjustable Post E.a<p Adi-taints Post Base Fu>t Cap Post op Em )eJd •d Column Base Emit ed,I,d Column Base Boned cti .inn, caps with W1 rangr,g from 3-114" •c,')- Ili" and W2 ra,,),'_l ham 3-5/8" to 7-11: Screwecl r(,i, inn caps with W 1 r:miring `rom 3-1/4" tr and W2 ranging h )m 3-516' to 7.11," Concv need I'r>rt Tic Base Embedded Post Ease t Embr«ided F s base Lmbedded (,uwrnr, Base Light Past Cap r cl ment Post Base Embedded Post Base tmtx,d'I(•d Host base Rourc Po,t Lase Post Cap POSt l .1p Post Base Retrofit Post Base Product Oesc nation Foundatnn A,chor Flat Retrofit F )undation Plate Girder Hinge' Glulam Bean,() Plate Glulam Bearing PI leavy Gkllam Bearing Plate Heavy Crider T,edowrl Univers,IFnundation Plate Universal Rer colt Foundation t late • IF_,tl'7 P g_ Approved Updated 1 l,X,'I Simpson Strong -Tie Tie 2020 C A roved Products p F.tx du li i , x- is alI CIT n royals listed oc o, .. DP ^ ,t-1 nil, lint r !'»rr..,:lr li;n," .ton, ,,, I',1 ,,, -�.,,e �:: t � it 1-,i. ,�.r ." .. c . Fa, ad,k r r+ ,n agardng Flontla s >i I i . Approval Sys . 1 awn y hJd1e, ct ! _. _-, _ _ � i - Simpson Strong -Tie Tie 2020 FBC p r g- Approved Products r a olrort links to ell SoT ePpro,,ery IiAed -1- I !.'_.� 11. 1, r: For adtrldnal 1Mormaton regnrdny Ira :, , :,I +trw+de Frodurt Approval System an,t ',1 ;, , I ,.tc . .x:rot, Updatev11;i hldrce d Acetptance (N(?A, FL*11468-R5 18 .�,l 1,1 -6 S)LBV1 81. S/LBVC 06, SILL'. • >:I_L' - S'LbV2 68 S.LBV3.12 op Flange Joist Hangers :I 1 c,''-, 1; list. BV3.62, S/LBVt 06 S/L iPt 4 1 : "A I 1A_bv4 75, SLBV5 SO Si # Piciduct Model. Number or Ili Product Descriptrorl 1 ci d TT.-', =fiDTT2Z 'S/HTTi4, HTT4 H71"S Hoklorns 1 i "1 Hr { _ ,, , Hf•iUS1l0-4 ;t 4anger _c , n Idl'_ I . _ Pet_. E Y; traps 1 t6 m I .;1C 9a'1 2 HRSd; --IRSR HRS12 r.,1, T,ee 21 SPA ,Pr to,1 P1,1- Tee 3 HUD ,}_ 'I- , 9OS, F-"(-Q2IO , St",, rl 1:: ."-1CT SDS :'', t li", le, 02 NZ-141 .1 I 1-(' ,I,J t'1_iln 1 cur. a T f ri., , 3 �;F H c B, I - H F;H2 THGBH. TH 41 In ,.t Hit, �. r•, :'3 STD: r ,� •r iu.<.:-Ili, 5 THGQZ-_ ..,: • I r '_; i3-SDS4.5, THIGCJ 4,TH GQH3 £Dfx4 !, I t Ira] 14-SDS6 rv, ••l liar .:I rl 24 7PL',:%, i o s Brace thagonal d IHGVV3 3 IW( V, 1 'H,W43. III UV, 4 J,. ,l li,rr,tr, _t rJG2) iu6L Je(F. -n1Itscl,ou FL#11473 R5 FL#13904-R5 S, rn 4 Product Model. Nun bar or Name Prndrof Deu_ nation Sag # Product Model. Number or Ntme Product Desorption 1 1)i-TAL'C D:, N, Fri ., .I ..•;1 T,k ss 4nchor 1 CC'".'ill • I, '. `-DC, CCQM462-SDSHDI. .,. (•-1r,V ti ,::I':,HC,; CCTQM362-SCSG. Masonry Pier Caos 2 Fr I R F^TRHL FGTRHR Girder Re, Id !',ri :, CCTQM4 5 5;7` T,_•M5 iO-SDSG. GCCQM3 6 S=)y,: .. l/A 62-SDSG, 3 H16 H:o:S -i162 H16-2S Hurricane Tie ">CCOM550SIDS_, 4 HFTA12, HE f A 1ri HI- q?`t. HFTA?4, HFI Ft4n h -.,. ,, Hrrl T.nml; Anchor F rr , l r;M' ,i""..KT, FCCI QM46X;-K 1 F :1 "1'; KT'. FCCLiQMC3 iiii, K Masory Puer C.au6 1, lis'TALI2, HETAL10, HF "AL2C Frlhelde'l iur,•. /,",rhor ECCLI i ML. 1 52i KT ECCLLQM05.50G KS 6.:Ulf<'jF"D'_' 62GKT. EC:LRQMD4 tI 6 H':;AM10 HM9 t/asonrl, rc',, o'n canine_tors KI, EL: UclJI/U7 `{,i; K 1 7 HHF_Air HHETA90 HHETA... trHE'PAO Heavy rTI,-,_, Hr� `, 1- H-,.. ,r L ..Co HGL M7 25. H6UM9.OL H,-..vr H., •Jire 8 r' L Tom, L'_ I (.l � < L1:>Td-,SCSI 111e�r Iledcwn 4 r t 1_ a L _,I_M26 3. LC,UM o 4 I_'_ Ct. ' L ,1,N1_8 3, LG UM28-4, LUI rt,l: 'I, :' Masonry bears Han,1r_c. A2 atr,,d i " c, Airrliev 11A2'10.4 LGLM46. LC-UM46 Lam, 1.1 E,441r,i 1(, M-_ I Al2. ME'A16 MF I A 13 NIL rA20, M-_7A24 NIL 1 11140 f 'm ,' i<IrrJ I russ Anchor MBHAI 1 ". _'_ Mr;10,3 1211125 MBFIA3 ,G" 2" 111J1 A 2' "a. M8HA3 56/1" 2`1 Masonry Top Flange Bean, i I,mriers 11 `A,3TAM24, Ml N'JTCM40. MSTCMUO _!,:I- T"i" Ma -cry MPH1 ,>J, MBHA3.56I10, MBH/,3 9h, 16 MF;H-,6118, MBHA5 5J 7 2 2 ' IT5 116, MTSM20-IT'_J,Ir6 HTSM20 •.! :,t . p hir Masonry PAdH �' 1' NIBHA5 51011125, MBHA' '.U'11 f, PHA', 5004. MBHA5 5)/1b. MGH?_:'iJ I ti MBHJ:'� ` .. P.113HU3 56f1125, MBHIJ'i 5I31TI �u',£�., h1FH11 tar+14. fABHU3.56/18, Masonry Beam Hangerr FL#11496-R5 MBHJ3;,,r C T0611J5',0/92eJ N1BH1-15500I <0 II11 , l,'18Lt 11ABHU5.50114. MBH_IS'Wl VIMLIS ,0118 Seq # Product Model, Number or Name Product Description 1 DI,V Deck -'i r lux 11 , 1." H010 Britoc r :,I1 ", FL913976-R6 3 H7,3H, H056, HD76 HD9P Bottle Hoh;,I.ni 4 HI', firT.HTT5-3/4 T ensan T1eo _Sc Product Model Number or Name Product Description S LT 11y L L'(b LI 1131 Light ension Ties 1 SD_sl,'.\'_:J`, bUW'2438, SDW224b8 :L'W:. ,.. :,✓•N:'2ti00, S7JW22838 :>bord-Dive 5UW EVVP-PLY aryl IRUSS-PLYScrevvs SDW22r;4 6DVVC15450, SDW011,ri00 ynorc-D,roe SU'WC TRUSS Screw FL#Z3626-R5 .,r)VVH193DODB,SDIWHt("+4L1-,1)F:,�C;�'WiH19600D6,SDW'H19 OkDB>(7),VH191000DB sinoreSC)WHTMBER-HEXSciew a is_,*H2/4000_ SDWH2,'tV) ; r=1 rs+f I '; 80(Nd, 5DvVH27i0003 SUWI rl.' 12LK)G Stron � L? ive t'UWI I I MU'LH-HEX HLG Screw Sag # Product Modal, Number or Namo Product Doscnpt!on _)W 16212, SDWS16300 SL L 1 r 1 2 SDWSICAOO Srorc D•„•e SOWS t <AMING Screw 1 S85J'Sx'w ,E7/8x24, 881x30 SB� Arcfioi :-;,,tt,. 6 ,.u, r�'c,tiC,O, SDW419712, SW n-,a DW,>2� 1i?0 ; ,SJ<.00,SDWS22512, 3D,1t.-,:160G Strorg.D de aDWS T h48ER Screw (Interior Grade) SSTB16, SSTb,1O c/.ITF324, SSTB28, S E.-'d 3STB36, SS if 1 Cl SST5201.., SSTB,I4L., SSTBAnchor Boris SDWS,': i 10 1>nWS22900, SDWS221O(XI F,,, \'S2!1100 SD'NS221200, Slvva2 1 _C 55+TB28L 7 SDW522�b00DB.Sr),%._:1400DB SDWS225OODB,SDI i,uu"1B,SDLVS22800D8, Svono-DhveSDWST:MBERScrew (ExtennrGrade) SD'J'JS ?'OOODB 8 SDVv`•.'." •1: nBB, SD'JVS22512DB6 Outdoor Accents Sttui rural Wood Screw FL#13872-R4 g SDWS27S1)OJ'', 'T,'AS27400SS, SDVv'S275005:. `.,Div`: ?t1005S. SDVJS2780OSS Strong -Drive SDVV.,' T t,1F:FR SS ScfeA, 511DWS27'00u:;:3 Sec # Product Model, Nis mbar or Name Product Dose nation I SDVW134D0 carnrg-nrlve SnWV :-;,"`I f I r) R1M Screw I GMST12 CMS-' 14. ( MSTC16, CS14 (tits C. _ 18, CS20, C.S,:7 Coiled Straps 11 STN22 Outdoor Accents He, -i i Vvashef HRS6, HR58 HRFO ' �HA6, FHA.9. FHAI2 FH4,18. FHA24 F-Ii.-I) h1:;T,26 MS7136, 5trape 97 and (12 gal rAST148, MISTi80 M; T ;" tol,I S/MbT-!ME!T46 -, HTS16, HTS20, HTF11 11',;?6, HT.S30, HT'}. n1.-. I{ " lv,ist Straps FL,#15363-R3 4 LSTA30,LS'TA-i(, I' li4a LS'T'173,M5r!((1 1v1:51A1: NISTA15 M.Sl"6 ',1STA21 LISTA24 ,rafs4S,rnd(18ga) i STA9, LSTA12 1 S' 1,75 I STA18, LSTA,'l I-5TA; 1 ST292, ST,'!: , : T:'113 S72215 t 3:1,, mill (20 ga) Sea 4 Product Model. Number Nme Product Description .. I 6 S H3 1H32� I I ,. n Ltr . _.or �16,A�1 0A91nl' -n 9aTruss PtalesHIBHO<� 7 L. P5 Inc I _ Plate S 20HS 20 ga High Strength 1 nl , •':ale 8 L ?1' LTS16. LTS18 LTS."O Light , t o,,s 23 -,C gal Truss Plate 9 11161A ;C MtiTA36, ST6215 Est .:.4. STS, ST12, ST1 fs 1,,1 "1 fASTC'28, MSTC 1C, Straps S4 rid t In rjal Ai P'.rir1P -iinge Plate Connector 10 MSTCfi rv1 1' - ='. ;1,T0=235 Straps 66 and (14 +lal 11 NATS12 Iti C CIIt,t,1 MTS20.11lI I, 7,^4C,MTS30G Ii. rum Twist Straps 1- a'01 56. S1B1 81. SA3. 1)c S18237, S/b-I t8 Sf83 12, `,?l, ",. , LE362 SIB4 06 op Fange Joist Iorder, FL#15730-R4 N4 12. 3IB4 28 Sh34 . B5 5C 13 r;A: "YO /OA2.1210, :,„i.rn,' „2r12, PJDA21211A ..°,A!A4 1 &8 SiII 181110 1 t- I';in(I,- Jarst i langerr, Sec # Product Modo4. Number or Nzme Product Description S/BA4 18/l .' '. 'Pk 1 1 Fr14 1 i--HP Adhesive Anchor for conr•rctr• 14 -'I,1A „ c we Tie _ (C GDP GDPN1 `0 :,DPI-,1 " i.,DPM 100, GDPS, GW.},! C;", _ GVv-100. GTH Gas a luate 1 ".asteners and asserT, ltl.•s 15 1 '.1 1S,'HD8B, S)HD1i!_ =,HD10B, S,HD151, : ;1I?1':= Hokl-w. 3 PI II'•, f'DPA K, PDPA-MG PC'P', I F-',,PAT K �INW. PNWP, PINS^r1 Vi PDPAVVL, F-rn•,"ler actuate(: fast, „rr threaded suds.:end ,issernboes 16 En4+r."-,4 57HDU61 S`HDUs, �;HDL}11 Hokln,+nr POI%V1 P�SVL3, PSVL3-•C, P_I_DPP. PF`I [IPA PTRHA3, PTRHA: 17 SS/JCT, 1:r11,1,7T Joist Hanger, 4 ISET-31-, Adhoi Anchor for rmriv ,:,tr- Simpson Strong -Tie 2020 FBC Approved Products updated 1-!,") WF•:c f>:T•. I a, Jn c:r Links to all SLIT aPPfO,a13 ksttd DC dw, c._ICK HCRC !" - Fri ed k r. , I ;,r inn ton rnr ardor Flroidi'e Statewide fkoduK rn7 1 Approver Sysferr and Miami -Dade Countr ildua ,� a..cp1»•i e u. ,Ai,.U,.:w,w 'l l HUS, HUSC series hangers Face -mount hangers availanle i.i moths ranging hr)tn 1 '_,'8" to 3 9;16' anc heghti ranging lom 4 ', I,S" Io '11' Concealed flange version (HID SCi available f_,r model,. ha: Ing.w ,.worth equal to or greatertran 3.9+15, 1 JS series hangers Face -mount hangers available Ili vndtfri; ravaging from 1 ; +"to 3 518" and heightsranging from 9-114' to 10" 6.,a -SDS l Gl. S ?fi-SDS Face -mount banters 14 LU 4 LU LU '8 LL210 f ace mount hangers 15 L 1I 1 uL Face -mown t angcrs 16 LU ;r v Par�,ae's Face -mount harigera aviakinir-• In w,rNih •c ,i :1u,{J from 1 916'to4- 5/8" and height', ran,;jng hnrn'I" to 10-1'N1t5'' 17 W;U3 r" Ivl ;US 25-SIDS `A(;U SO-SDS MGJ5 62-SIDS, MGU7 00-SDS Face -mount hanjers 16 I'MU sentn range's Face -mount ranters availanie in wrdtrs ranging from 1-9r16'to 5- '18" and he,ghtcrmiging fr,nn I ?,,,'Ui'to 1(1 1 ' 19 MIJS26 NI- IS2Ii Face -mount hangers 20 SUR. SUL, SURD hanger, Skewed face -mount hangers avoihaole in Annths iingulg f oat 1 9/16' to 3-9/16' and heights ranging from 7 1 /15' to ' J 14" Concealed flange version (SURC. SULC) available for all double 2X and 4X models, only acute flange is concealed U series hangers Face -mount hangers available in widths ranging from 1 u;1G" to 8" and heights ranging from 2-518" to 11.114" FL1r10667-RG Sea tt Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available- in a1c,'I,s ranging from 1-9/16'te 7- -I and hegghtsianging fr,;m / 1,8 1, 3t1' 2 Di series fr ,cers Top flange hangers available in windohs ranging hoin 7-5/4i" to 7. '18" and hetghtsranging from 9-1/4" to 24". 3 Di series hangers Top flange hanger: availahle in wid'hs ranging from 1.VZ' to 3. 5/8" and heights ranging from 7 1; 4 ' to „4' 4 DON= series nangers Top flange hangers available in vviii ranging from 1-3l4" to 3- 5/8" and heightsiranging from 9-1/4' to24" 5 E;, 5, li EG9 series hangers Top flange hangers available in widths ranging from 5-114•' to 8- 718" and hegghtsranging from 11" to 32-1/2" fi h l;C;i 6enrs. hangers op hange hangers available in widths ranging from 3-5/8" to 7- 14' rind hegghtsranging from 11-1/4",,ti 7 ,BLS Sena-. hangers Sadcle hangers ,v.adable in •wrdths angling from 3-1/4" to 6-718" and heights ranging front 8- U2 to :fit" 8 G'LTV safes hangers Top flange h.anllerc a, ixilatr jai in wd°fps ranging horn 3-114" to 7. 1/8" and heghtsranging horn 11' to 32' 9 HB senesharge:9 Top flange hangers available In vd.h, ranging frorn 1-9/16"tc 7- „l2" and he,yhterenyniH f,w„ i�' to J0" 10 HGLS sere, hen,?l Saddle hangers x,:a,laHie in widths anrlinn Linen r-114" to R 718" and heights pan,,Jil p frorn 10-1r"' h) 11 HGLT sexes han,4(4s Top flange hangers avadabk iii M(:hs lang:ng It )m 11-114" to 8- 7/8" and heghtsranging front 7-1 t:, :' 1 ^ HAi -V series hargers Top flange, hangers available in wid•hc ranging from 1 114' 1„ ' 1/8" and heghtsranging from 14" to 33' 1:3 HI I seines hungers op flange hangers available in widths ranging from 2-5116" to'3- Or 1 U anc heights rancing from 18" to 26". 14 HOSTF series hargers Top flange Joist f ange-s avadabie o wdths r:li ling horn 1.1If" 'to 3-9116" and heiglts ranging from! 5 3/F" to 13 118' , 111-! 1 r ' I LC I j series hangers Top flange hangers available in will ranging from 1 9/16" tc 5 ' /2" and heghtsranging from 3-7/16'to 16' Concealed flange version (HUC'TF; available for all models having width equal to or greater than ' 91'16" 16 HWP series hanger 'op fla,;ge hangers available in vMhs ranging from 1-9/16" to 7- '+8' and heightsran.lrn_a from - "; R'to 18" 17 HWPH series hargers Top flange haneers ava!L'tr le in vod*h, rangn,7 from 1-U/16" to ;"- 1Y2" and heightsranging from 3'to 3.- 18 11 s(-r.r.< hungers -'gp flange th urgers :waflable In wol!hs ranging from 1-9/16"tc 3- „c and h wtsr,ngmg from E-1/8'to 16" tr' I: c.c-nee ,.Ingers -rip fl,mye hengeis available in wtd'h of 1-9116" and heights ranging lion, 5-' 6' to 7. I W 20 .BA series h,vigefs Top flange hangers av,,iIalde in vadd, of 1-11 and heights ranging too- 9.3.16" to 13. 118" Simpson Strong -Tie 2020 FBC Approved Products updated 12i10,20:o HeirlG r+ °r` " r-o' dlriM links to all SST approvals listed Deiow, C I-il; r: '_I'_h+_ Fa ,+d,1ln ,oal mfortrlaton regarding Florida's Statewide Prod,.i Apl,raval ...>n ysten and Maori -Dade Count/ Nike Of Acceptenx (JOA), CLICK HERE 5 SET-XP Adhesive Ancho•'or concrete 6 Strong -Bolt 2 ice'^ I ks: I F;:' 4:-; , FA L:'I of Mrorg-Poll 2 Wedge Anchor for concrete available in carbon steel and Types 304 a id 316 stainless steel 7 Tden HD (rH041 TI Ire-1 Tt In-f 14S,`S Tt ID-H6S3, THD-CS, THD-CS(ISS) 'lI 1I17) 1 leavy -)uty Screw Anchor for concrete and masonry available with hec head In carbon steel and Types 304 and 316 Ma.n ass steel. to with countersunk head m carbon steel and e ?16 stainle yr .s steel 8 Titen HD Roll CoL,pler f r tiU8Iu34F+(-. I HD50934RC) tin HD Threaded Rod Coupler for concrete 9 Totten HD-hreadrd R,xi H.wge r' HUB25156Rt- THD837158RH, TH'J37'21_'li rtrn HD t hrli Rod Hanger for concrete THD5023ARH, THf)^.rt: 1?RHI 10 Wedge -AI (WA) b"Vedgo-AI Arc -for for masonry FL#16230-R8 Sea # Product Model. Number or None I AT-X- _ 3 SET XP 4 Strong -Bob' F.TR21 5 Lien: (T"fJ:l 6 Then HD fTHD-11455. I I I11 -116 �5 IID CS6SS) III Turbo (TNT) FL01607-R3 Seg # Product Model. Number or Nemo 1 X34E1016-5K,X1S1016 X11P11)16.4K Xi]IS101b XQ1B1016.4K XLQ114TI224, XLU114f:12242K 3 XMQ1141224,XM011461242K 4 X,r]I14SI124. X011481224-2.5K, X1I4S7224. XQ1I2S1:24. XQ1 12BI 224-2K 5 XU34S1016 Xt.13461016-5K FL11135320-RO Seq # Protluct Model. Number or Name 1 DSSCB455 DSSCB46,DSSCB48,DSHS 2 FC843 51 FC645 5. FCB47 5, FC849 5, FCB411.5 3 FPHSD34S10t6 =PHSD3481716 FPHSD34B1O165K,FPF5D345121,1 FPHSD3481214, PHSD34BI?14 SK 4 LSFC22E LSFC4 25 LSFC6 25 Si SFC4.25, SFC6 25 5 LSSC4 25, LSSCB 25 SSC2 2 i. SSC4 25. SSC6 25 MSSC2'`.;, MSSC4 25, MSSC6.25, MSSC4.25KW M:;UC6.25WV 6 RCKW3,RC.KW5 R,,KVf1', RC•oPJ:3S RCKW5.5S 7 SC843-5 SC64 5 5 Ev";B47 S SCB49 5, SC8411.6, MSCB45 5. kISCB475 8 SCS32-5,?7 1,CF4 2-5;97 SC'S62-5.1118. SCS82-51118 9 SCW3-2v aCV 10 SJC8255JC1U:. VSJC5Z MSJC1025 11 SSB3.51e t2 XLSH3461414,XLSH7891414 ;'•)t ,1C1S XQ181016-4K,XQ1S1214.X']tf'.1214-S5K.XQ78S1224 X076B12.'4';K 1.Q11451224. XQ114B1224-2.5K XQ11261224 XC112B1224-2K, X34B'iO16 5K X"110'6 X181D16-4K, X1S1214, X7B1214.3 SK Product Description AT-XP High-Strelgth Acrylic Adhesve for concrete or tmis riry F 1 -lIP I. pin: y ArTesive for masonry SET XP High AWTIytb Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchnr frr masnn•y T iten 2 Sc, is, A l (I:u 1 u, (•te `den HD Heavy-dutyScrew, a ,r c hofor cone, etc available in 304 or '716 st limn;s steel evith .hex head, and 316 stainless steel with counfersu !k rt -it ' a. t, ,. r-, Arwhor for concrete or masonry Product Description #10-16 S•:ong Dive X Metal SeH-Drilling, Tapping Screws with #3 Don Point 012-24 Stiong-Rive X.L. Largo -Head Metal Self -Drilling, Tnpp!ng Screws with 46 Drill Point and Large Diameter Hex Washer Head 012-24 Strong -Drive XM Medium -Head Metal Sef-Drlling Tapping Screws wrtrl #5 Drill Point and Medium Diameter He. # 1.1 24 Strong -Drove X Metal Self -Drilling„ Tapping Screw. with rt,I Drill Point #10 16 Strong Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Dirt. Strut Connector Bypass Framing Fixed -Clip C:onr•ector 010-18 and #12-14 Strong•Orrve FPHSD Framing to-CF5 Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall .-.onnectrnr Bypass Framing Sli+lli.1,g3 Connector Bypass Flaming Connertor Hlad- f-Nall: I,de ( if, Connector Steel Joist C-unn ctors Bypass Framing Slide : hp Strut Connector #'14 14 Strong Fhrve XI.SH Shouldered Self -Drilling„ Tapping Screwc #10-16. #12-14 and #12-24 5to',q Drive X Metal Se16Dr,lling -apprng Screws ^tea w V/ > U O O �N/�� W O rr�err�e.,tt .� U U -0 U ICU U) O 7 �� O O OCU 11.- O CID 111_l_ p CIO > O L � L O .� ��-c/Ju� V Q 0 ca U W C/) O C� U O V L V UM � W L1J z Z Q J a_ SHEET N0. PA 1,2, THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 4 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' "' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM :;, .'. '. INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER �"' WEATHER ✓E BARRIER & iARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up &temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW [WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW FLmorlillu F �n.�rniv SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list 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 1/2" DUROCK- 4SHING 2 8 WP04 E AM WP07 1'4' PER PLAN V-0" PER PLAN WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING `� \ C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER 2 u SELF -ADHERED FLASHING OUTSIDE CORNER /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4%1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. y y p g 9 q Y SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier 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. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING i f with th d i shingle -fashion or n accordance we manufacturer's instructions. Metal flashing sae corrosion resistant. Fluid -applied FLANGED WINDOW ��j g ghll biiFlipplied membranes (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER - Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` _`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RE ADHESIEASE PAPER VE AS W EXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. W P05 INSIDE CORNER W P06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING kTC H HERED FLASHING 1 2 4 5 IWPO8 8" CMU _ u 4" OR 8" CMU (PER SEAT DEPTH) ___ --- zQ z FILL WITH GROUT =__ a c a' •' LJ LU PLASTER STOP- -- ° •a = CONTINUOUS BACKER - -___ uJ ROD & SEALANT SLOPED MUD BEDA. _ W VINYL SHOWER PAN F`=__ O A -'- • • �4 U) SLOPE- --- ° e a 4 Q d Q a SHOWER SEAT WP1 1 a a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco WP09 LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH RAL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB WP1 0 Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 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 Note: The building paper and metal lath must be installed over the top of the weep screed. 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 C_ to Co N }. � O O C co -0 a--� M Cf) 0 C 0 - O O LL- CU O CO � .N _0 O O 0- co 0- .� C/) Q a^)� W U) (M M O -0-.+ o U O C CU LLJ Q Z Z Q J SHEET NO. WP1 ■ 0 Cie 61 A