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i a 9 NJ ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE THE FOLLOWING TECHNICAL CODES SHALL APPLY: CS COVER SHEET � I�:.�.�, AFF - B VE FINISH FLOOR MNT -MOUNT OR MOUNTING 1.0 PLAN REVISIONS M1 N RE;lz V AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN o A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS N ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1ST AND 2ND FLOOR PLAN A AUG 18 ZO2 AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION a ° A3 STAIR DETAILS A4 FRAMING PLANS A AB • ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 9 W Do,,,,9� AVG -AVERAGE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS &ROOF PLAN LO OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ' A6.1 1ST FLOOR ELECTRICAL PLANCID BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS m a BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG SNO STRUCTURAL NOTES, °° A 01 �� 2. WATER - FLOW RATE. ° o� Q BLDG -BUILDING OH CABS- OVERHEAD CABS SN1 STRUCTURAL NOTESBRD -BOARD z BRG - BEARING PTD - PAINTED PUBLIC FACILITIES LAV 0.5 G.P.M. PNT PAINT FINISH S3 FOUNDATION DETAILS w PRIVATE FACILITIES LAV 2.2 G.P.M. S4 FRAME WALL DETAILS BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S5 STRUCTURAL DETAILS Oo BUC - BUILT UP COLUMN PERF -PERFORATED CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS SS RETRO FIT DETAILS CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC ST STAIR DETAILS w CLG - CEILING PKT -POCKET CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS p CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Z CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE 0 PORCHES AND BALCONIES N N n �, F CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 SH 1.0 HURRICANE SHUTTERS L i ' M u CTR -CENTER REQD - REQUIRED �, r) - CJ -CONTROL JOINT R/A -RETURN AIR HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS } ) SH 1.4 HURRICANE SHUTTERS M SH 1.2 HURRICANE SHUTTERS D Mco DP - DEEP OR DEPTH SH 1.3 HURRICANE SHUTTERS to V _ i L DTL -DETAIL RS -ROUGH SAWNo M GUARDRAILS - CHAP. 3 2 _O w 2 0 DIA - DIAMETER SC - SOLID CORE SH 1.5 HURRICANE SHUTTERS p U- o a Q DIM - DIMENSION SCP -SCUPPER WP 1.0 WATERPROOFING DETAILS U p °-,' < DISCON - DISCONNECT Q STAIRS - CHAP. 3 'N w N SCRN -SCREEN SIM - SIMILAR E o) DW -DISHWASHER V � DR -DOOR SHLVS -SHELVES CHIMNEY & FIREPLACE p a DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE �. EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FIG - FIXED GLASS TOM - TOP OF CONCRETE FD -FLOOR DRAIN TOM -TOP OF MASONRY AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FE - FIRE EXTINGUISHER TOP - TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS ui w o FR DR - FRENCH DOOR VAC -VACUUM LU � ~ x J of Q ~ oz � GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR Of < U Q X c¢n z o can'i ov oo J TO BE TEMPERED GLASS. (SECTION R308) I. cn o o o o m VFRT-VERFIYINFIELD ~ �wawcnwwwv���¢ D GA -GAUGE QzLLw_z2� �Q GB -GRAB BAR GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF ILL GLS - GLASS V - VOLT LL_ Q 0 W 2 � Y z < < Q DIMENSIONING: O Z-J'�Q�Wac�-nZWz�`L�oa GWB - GYPSUM WALL BOARD WC - WATER CLOSET ° a o a a GYPBRD - GYPSUM BOARD WH. - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC - HANDICAP WDW - WINDOW FURRING\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z W INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB U) LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: > (D O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING F_� co O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q M ~ MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED a- U) J MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL. TO INTERIOR FACE OF DOOR (n LL ti MC - MEDICINE CABINET FRAME Q W Q MIN -MINIMUM Lo A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER 01 W M OF DOOR 0- 2 � A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q >- Q SURFACE TO FINISH SURFACE Z 0 SYMBOL LEGEND . A.6. 1. EXAMPLE: T-10" CLEAR INSIDE FINISH FOR ADA TRANSFER B. ALIGNMENT OF WALLS AND FINISHES AS SCHE ULED SHSHOWER W ALL E STRAIGHT, TRUE AND W PLUMB. J� = STAIR CALL OUT HEIGHT OF SHEET NUMBER O STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (0 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES � FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS = SEE. FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE O SCHEDULE -SEE LENTEL ELEVAEXTERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE I I 1 <-ELEV NUMBER ;SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT -SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE �--ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER C)C) coy N N N o 0 0 0 0 P_ r M M O 1 ` N O W O O N N O O - O O Z 0 CID WO O O O O l N M 4 6 JUN 1 1 2022 00 Z1-- Q Z VIRTUAL REVIEW ASSIST O Z w L� LE N NARMVirtual Review Assist, Inc. +I-+ U woo P11'ans Review completed and p ved 0) O 0Z j for compliance with the 2020 FBC 7th 00 oro Edition by Debra Anne Klahr PX2300 � � ,--I Z w�M LENNAR TAMPA DIVSION mLn �� (V zo= 4600 W CYPRESS ST, SUITE 200 W Qj:(0 TAMPA FL 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS • • M 2 0 Zcro IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z 0 0-Z� 813.5 74.5 7 00 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL 0 J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE O COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE C S Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w 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 o DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK O LAST PLOT DATE2551 " CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > . April 11, 2022 � DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET ELEV. AT U-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) O 0 0 It 0 0 v ELEVA L 0'-3 1/2 V 30'-0" 8'-8" 6'-0" 164" 2'-10" T-0" T-2" 5'-4" 3'-4" T-6 3/8" T-10" 2'-5 5/8" 2'-6" o r A2'-0" c%� g HB la la a C11 a 1 a 4O a (I 2 I D M I S3 I IO NJ 13'-2 3/8" BRG WALL J N > r r N C.) -' Cl) O C 0 d' M rU rm elfI ( �w 13 r` w I GG I 4S3 L- __j C.J. 14 � 13 II v II 15'-5" SINK \ ELEC 10 0 �---- �" 9 o d I II I I I II o ® E 6-2 3/4" Ell I® II II SHWR 5 04- o 7 II 11 ao 1111 11 r i ill IF 0 I II I I - -JI C 14'-6" REF 4' -2 5/8" la BRG WALL I �I----- D G S3 --- -- z--C=J� 13 I I I Cq " 13 I I I I M � o 00 � �O I O g a T-0" 1'-11" T-5" bo o d A A (.. d 0 �1 7)— ELEV. (-) 0'- 3 1 /2" _ U LL. I-- 00 10'-0" II 4 IJ 00 , Y z ��-- M r ------- J I - r- - OO v - L LO = o�- I I - o ELEV. (-) 0'- 4 I 8 ( = � U � I - ~C0 M CL I ^CC S3 I B b 0 r _ I I13 0 ' O i 9'-10 7/8" L 9'-4" , SEE DETAIL D/S3 I I FOR FRAME WALL TO CMU I I o CONNECTIONS a I O J C U S3 3 B HB d. M o d��l❑� d � N �_01 V-4" L 16'-0" 1'-4" 6" 10" 41 20'-0" 30'-0" FOUNDATION PLAN (ELEVATION A 1 /4„ = 1'-011 FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL 181 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ®= WINDOW OPENING ABOVE 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. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM O FOOTING LEGEND TAG TYPE SIZE REINFORCING A@ THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY __T@D MONO FTG 16" x 12" DP (2) #5s CONT. ZZOZ l l Nnr VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Flung ` r-view completed and approved to cum iiI;ck/ith the 2020 FBC 7th Edition by Debra Aisne Klahr pX2300 s N N O Fto33 �- A;, o LO eA0 AF10 5 g A, ¢ o e z �ED _ O o w af 0 z nN 0 LO r,-) F O r? cC' ai 2 N M C 0 W E M 0 O'' 2 00 Oro 9 Q i 0 . N 6 } < Q� cq L w 0o 7W Ec a W UL W D'W uj WOH �Q ' '<�~z� z ���_j(1)0 0 Q Q =y V W _a00 foo¢zLLLLEEz0°o~Qa ou�af0fozo�oomzz�U W(AW2Q0%J V O Z CnWaWCAW W Q¢Laaj,�QFY¢-coZLU W OO�O�Q oO o Z oQQ�a LL Q o FILL O O N Z W O I— / vJ g � M O Q (n M L0 LjL U) Q W Q F- Cr) oo Q >- Q Z V F- W W J O O O O CD O r N N N M O N 1 O N N o N M CD N M o N C3 O ` ` N O O O r N O N ' z O Lr) Wo > r 0 N 0 M 0 d 0 Ln ; V ' 00 Cr } ZH V/ ¢z W O W z ozz -�--� O C.)UUCO O O F- :Dz5 ❑w- �O Z Q T__I F- w3:2 Ww< Lri = m = w F- 2 p~O N zoo W�_� ■ ■ �o Q Z �ww ww az z Z U J 0 O . Ilf z w W J O O LAST PLOT DATE . April 11, 2022 Z O J MONO FOUNDATION PLAN A C w0? mzo w AAAMN IE BEAM �AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC- 7 N N N CV N 5/8" T-4 1/2" 14'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN ao i r 5068 SGD 30'-0" OVERALL 10'-4" 5'-4" 30'-0" 2'-10" 24'-4" 2'-10" (2)2X6 HEADER 3 1/2" SE M S6 - TYP. 2'-0' SH 25 - SH 25 2ND FLOOR SH 25 00 HD AT T-3" HD AT 6'-8" WINDOWS D AT 7'-: EGRESSHB EGRESS EGRESS Co GREAT ROOM BEDROOM #2 8'-8" CLG ' 10'-0" X 12'-4" 8'-8" CLG N 16-0 1/4" 6'-10 1/2" 10" 10 5'-0" (2) 2068 BF 6" WALL (3) STUD COLUMN BELOW 'IT R&S 12'-10 5/8" 11 9'-2 1/4" N 3'-7" 2' 2" LO tk� M 2X4 KNEE WALL, TOP r AT 34 1/2" r, III KITCHEN af 8'-8" CLG = G O= © w iv S a co 8B8 CLIG BID W/ HOOD I - -- II Ir — II II TB I it v 0') 1.1'-3",. N 04 0 6" WALL c, 0 2'-3 1/2" 6'-3 1/2" , -3 7/8" 8'-8 1 /2" 6� 6-3 3/4" PLUMBING--41 �' PANTRY STACK WALL N 6'-7" REF in 5 1/8 B.U.C. `t (4) 16" co N 00 co r- r` in co r FOYER M 8'-8" CLG j SH 1/2 34 - HD AT 6'-8" 3 1/2r,1_ HU28-2 II I TEMP.GLASS ENTRY 8'-8" CLG III I T I� 114" 4'-7" 6'-9" 10'-0" 7 5/8" 2x8 HEADER SEE Q/S4 co -(4) 12" N DP SH C'7 C) LO - N o 5/8" LO `�' _ ^L-4" INSULATED BRG WALL (3) STUD COLUMN BELOW \--20 MIN FIRE RATED DOOR W/ WEATHER W/H PROTECTIVE BOLLARD STRIP \- (2) 2x8 HEADER SEE Q/S4 TWO CAR GARAGE —4" INSULATED 18'-9" X 20'-0" BRG WALL CV CC r N S3 _____ - ___LINEOFGARAGEIN I OPEN POSTION I �i-SEE DETAIL D/S3 I FOR FRAME WALL TO CMU CONNECTIONS I I I TIE BEAM TIE BEAM I I AT $'-8" AT 8'-8" HB (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END 16" X 16" X 20" A.F.F. CMU BASE W/ LINE OF STRUCTURE (4) #5 VERT. TYP OF (2) ABOVE 17'-4" m� w 30'-0" �- Q .TIE BEAM FIRST FLOOR PLAN - ELEVATION A 1/4 1'-011 0 N N 8" EXT FRAME WALL -� �jTiTi?l � � �i?i?ititi?itiTi?i?i?iTiTititi?l'►ii?i?itiTiTi?iTiTi iti?i?iTi?ifiTi ?i?itititi?it iTi?iTiti?iti?i?ifi?ititi?iT.i tiTifiTititi?i?i?itiLi?iti?i1 � �' � � iTiTi?j� « r 1 r H �L 1 r 'I. IN . 1 r r r a « N : 1 H H . • u � - - .-•• •. _MEN _ % NOW ♦ - �� I IN0.� • ' .ri I MIN UN ♦iINN .� © :1 r N • � � � � � � � �2iilii2i?i?i � � t?iTi+.iiii� • . � - y r a F �1212i2i2i211� ��2i.1TiTiT12iTM - • /� �TLTL2iT12i2i2iiiiiTiT� 1 1 SECOND FLOOR PLAN - ELEVATION A 1 /41' = 11-019 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT F EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11 / R-13 KRAFT F 4" 0 N M V�W C UQ0 ow .4" 0 M LO -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW 0 - Q AT 18' Nnr VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for complicance With the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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)#5CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE 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) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. 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 3/4" INSUL BOARD 1/2" GYP 8" CMU 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p =FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 60 403 TOTAL SQ FT 3043 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING WALL SPLICE DETAIL N.T.S. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 1 OD NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN _ Alk T/WALL W H O 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. N N FAZ N v Vlie •, fj✓ j a U') o pp f d e a LO � dd A 1 ,` Q • 0 z e _ WmnIk?gip O W W 0 z Q /� l r, E -0 W LEE,-� M nl tN U Q -i w a c) /. �, 0 W �' 200 _�9 rnrn o V/ O u- o F Q C U � — �N >#t w Q � n, W LEE, cO E mN h 0 70 Om 0 Q _U w �wJ W 2OWF dW' of z Of 1_awwozoofoomzz>_ Q �z�00QOOOU0Q wz CY �zW00000OZ O W<FnKLuz az IL QYOQOwQoW C-) 0QofQ L� 0 0 N Z W O I— �U)go z Q � M o Q cM LO J � . 'q LIL. aU�� Z l_— z 1W W J o 0 A00 1 Y 'i 1: O o N O N Co N N N N M o 0 0 0 0 N OHO 0 O) 0 O N 0 N 0 ' Z O wo 0 0 0 4 0 l(') I CO z �— Qz O zw Cy)0 (� woo UU� Lo -0 O Z)zj owo TMM- -0 Z a = W=Q Ll') 0 m N O ZO O W �Z) < . . CO O � �Q UWzZ gW �z J OU O o- W z Q z W J C3 0 C) LAST PLOT DATE April 11, 2022 Z 0 J 1 ST & 2ND FLOOR PLAN A —F_ _r T RAILING ON OPPOSITE 36" LOW WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. - - - - - - - - - - - - ENGINEER \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL \ \ 42" H. SLOPED LOW WALL ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /2" = 1 '-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IWI FBCR R311.7.2 E I_ 10" ,G1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER--' STAIR DETAIL 1 /4" = 1'-0" 2 ---� A3 `S.--- --� (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS d LANDING d ♦d \\ \\ \\ \\ ° JUN 1 1 2022 \DA VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 .�4� " o �I o a a as aft? Vu J 00' "T s a ®o h • � In h �g �a Q CID LO r W > w O w 0 z Q n` F O i "0 W L C'? 0 MCN ti N N ri V 00 C M E �� s o 2 o _O rnrn .� o V!� O �C m Q t �6� .N }< w Q� H W i o O� 0 - a W (D W �LLj Uj WOh rQ J xQ~zT- QO>a(6O z 0O W Q afQ Jz ozQJ u)0IOOE00mz O OQ�02J L- UWUof ZO ZW 5 O }J Q � CL OZ �F�YU) 0WD ZQQ Q OQ� U- O LLJ N Z O� _>(nO 0 � `co O Q M W QWQL? a CM r 00 Q !� Q Z I— >V W W -jo 0 Mj h. h „ C)C)O O N O N O N N OCIO O N O N i� C, z- z- M \ M N C) O W 0 O 0 O .- N C)o N z O wo o O O (D ; 00 ♦) <H zw v ¢z O -i W U moo_ O UV� L ::)zj owo Q 7-1_ Z Q--a Ln Ln ~~O N �Om W 0- M 0 ZWO Q Z U gZLL LL az .. i Z H2 U < O _p m z z z z w w J O C) LAST PLOT DATE Z J STAIR DETAILS 4 FLOOR FRAMING PLAN (ELEV A. 1 /419 = 1'-0„ O KEYNOTE LEGEND KEYNOTE ANNOTATION D BEARING WALLS A/C CHASE O3 AHU ABOVE O 22"x36" ATTIC ACCESS STAIRS AREA 06 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS i t aV -V y✓� Cl) to U') M U U U U C� U 1 �� CJ1 ii II II II i I CA CJ3 II Ii II E,17 II I I CJ3 II II i ti II it II II I I CJ5 II II II II 11 II I I I CJ5 U=1015# i ii I L_ A9G I U= 1016# I A7 i I DROPPED FLA1 OPS OF HIPS FOR FRAMING -------------------------- --=J I (GIRDER NOT OPPED) A5 II I� II ------------------------- 1Ir------ iv L1 i t A3 I I I I �i I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER I L_____________J I i i AHU IF NEEDED (SEE ENG) ------------------ten I I I i-r A1A I �� II 3 II II 11 II II II L-------- J I II II r L 4 1+ II n -------tl---------- ------------------ II II Q II it II II Cl) Lo IL_____, Ir----�1 II II � o II II o N II II II J S6 j1 ii II II A2 I II rT II II I II i A4 II II II II II 11 j1 II IL---- L----------------------------- II II I L------ ----------------------------- II II L —J i I DROPPED FLAT TOPS OF A6 i I tt HIPS FOR FRAMING I I I I (GIRDER NOT DROPPED) A8 I I I I U= 1329# i u -- J L----------- A10G I HTU26 F I I I I B1 0 7'-0'1 I 2'-0" r CJ5A I LUS24 I I I I I II B2 O LUS24 CJ3A I I Z.� I I i II O EJ7 0 i 11 B3 Ce II � I I I LUS2 CJ1A I B4G 4'-8" "_8"In I bo 0.US24 M LO CJ3 I 3 00 U U U v00 N CJ1 LU �US2 r 'v I 0 10'-0" 6'-4" 13'-8" v rR rAL REVIEW a Virtual Revi 30'-0" Plans, ReVie n ROOF FRAMING PLAN (ELEV A. 1 /4„ = 1 '-011 SHINGLE ROOF 41 12 11� — 2�� 01 12 HEEL= 3 5/16' _ PLUMB 2X4 CUT X. 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 H1 OA 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. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) JUN i 1 2022 SSIST ew Assist, Inc. w completed and ap ved for compliance with the 2020 FBC 7th Edition by Debra Algae Klahr PX2300 SHINGLE ROOF 12 5 12 HEEL= 4 1/16" 0I__ PLUMB CUT — 2X4 12" 1 1 ro TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS DROPPED FLAT TOPS OF HIPS FOR / FRAMING (GIRDER NOT DROPPED) J LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — CJ5 o CJ3 U CJ1 U IU 1'-0 5/16"j- ,� 1. 2'-0" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 123 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK t CONSULT BCSI -61 30' Spanlor less 60 degrees orl_ss 30' to I� 112 213to1/2 _I line span approx. Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. M" 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. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION 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-61 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 SCJPSF TCLL = 40 TCDL = 10 BCDL = 5 TOTAL = 55 ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/05/15 RB01 REV LOAD FOR ACCTG HMT 4/13116 RC01 UPDATED RE'S ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDED EXTRA VERT ON FLR TRUSSES @ EXTERIOR WALLS ARZ 10/19/18 RF01 Rev hangers,drop FG-'s IW,rv'd ant@garage rdg 9/24/19 RG01 REVISEDLOADING ON FTG5 ARZ 12/17/1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 5, N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: ( 863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJEaT:VAROIUS MODEL :2551 CCA PROD/MODEL/ALT 7A2/2551/A ALT DESC OTC LOT BLOCK DESIGNER PAGE LC DATE DATE �I 06/11/15 1 LAN# SCALE N3 t 7638R 1 4 "=1 ' N DO `r o R 00 A OO 1 Z o W 0 -i W z Q a s �V) (D L0� E 0 CO CO N � C V) V -0 O' - w 12,hr M w E :Eoo O 2 00 _D Oro mQ �6� —s }U . N W C) N N � �. o E M � OCO m W Ow uj w0I- I- Q � _j I< Z W z5UWW�O?�-UO02JO Q _<,0�Q zLLz2z¢Q 0wwwozowoomz U nwwO avwwiM¢OrL p W @ W Op FQQzWQ =IZ LL 2 F-- zp ow LQ o F¢0 O N Z W O �- - O O � CM O QW00r- LL U) ti (M QUQoo Z I-- LU W �0 O I I r I I � r 1 1 r C) CD O O N "QQNN M r- M M r W O M CD O — N O N O z 0 Wo UD � 0 N 0 M 0 d' CD In I i I i CO Zz QW C)w z moo 0) O U LLJ VU� Loz C) W 01.-. 0 Z a~� Q �--I = W a Lr) F-�o N Zo= i- QF-� Q �zLL Z az Z �� U p o o.. z z W J 0 > C:) LAST PLOT DATE April 11, 2022 }� 00 0 I FRAMING PLANS A -116 (0 O -119 2 LBS. EPS FOAM 1 1/2" 5 BRACKET DETAIL 1lf- 1 -0 19 q 2 LBS. EPS o FOAM IL 2 1/2" 6 BRACKET DETAIL 1If- 1 -0 11 I f 1 1/2" 7 L 2 LBS. EPS FOAM 0 N 4" 4" 4" 4" VDOW DETAIL N v ROOF FINISH 12 PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL )�FFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5.9 MANUFACTURED ROOF TRUSS b E—MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 9 SOFFIT DETAIL pia _ _n, 7"X1" THICK SMOOTH STUCCO BAND —� 4"X1" THICK SMOOTH 4" STUCCO BAND 10 pia,_� , nl� 10" V- 12" X 1 1/4" THICK SMOOTH STUCCO BAND 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 4" SMOOTH STUCCO FINISH 6" SMOOTH STUCCO OVER CMU 0? LMOOTH STUCCO R CMU ELEV AT 0'-0" FIRST FLOOR FF -5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 4" T-0" 2"X2" THICK PAINTED RAISED TRIM BAND N 6"X1" THICK PAINTED RAISED TRIM BAND 5/8" STUCCO OVER i.i CMU 1 „ � iv ELEV AT U-0" FIRST FLOOR FF .� ASSUM D GRADE 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND ELEV AT 18'-0" T.O.P. _ 7/8" STUCCO OVER FRAME — CASING BEAD- W/ WEEPS OVER ELEV AT 10'-0" FLASHING 2ND FLOOR FF ELEV AT 8'-8" T.O.M. SHINGLE ROOF I I I I ELEV AT 0'-0" 1 ST FLOOR FF FRONT ELEVATION A 1 /411 — 1'-0" SHINGLE ROOF kilodim alm1�._ ELEV AT 18'-0" al2filIT11 1111 T.O.P. 1'-0" ELEV AT 10'-0" 1? C.J. 2ND FLOOR FF r FLASHING ELEV AT T.O.M. WEE SCREED TYP. smmmm5/8" C? STUCCO Zo O N CMU ELEV AT U-0" 1 ST FLOOR FF REAR ELEVATION A 1 /8If = 1 '-011 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M ELEV AT 0'-0" 1ST FLOOR FF 12 51 ARIGHT ELEVATION A 1 /8" = 1'-011 w 12 51 z * 7/8" STUCCO > o W W N — OVER 1dYlL— A/C UNIT AND PAD 4' OFF RIDGE VENT SHINGLE ROOF iu�l■nlrulu�l■lurulrlrl■IrIrI■Ir111■Irl�l■Ir11I■Irl�l■Ir111■IIIrI■IIIII■Ir111■Irlrl■IrIrI■Irrll■IrIrI■Irl�i:-��jnmi:�i�i�ir��l ■ `IM st NIX6141- LEFT ELEVATION A 1/8 if = 1 '-011 12 2'-0„ DRIP "V" SCREED, AT BOTTOM OF BAND 9'-8" 5:12 PROOF PLAN APLAN A 1 /8If = 1'-011 16'-4" FLASHING NOTES: DUE TO CLARITY 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, AND 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 THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERICR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) V V SUN 20i� VIRTUAL REVIEW ASSIST Virtual Revlev;./ Assist, Inc. Flans Review completed and approve for compliance with the 2020 FBC 7t Edition by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH 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" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION RE Q Q UIRED = 815 S IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN 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 11150 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 - 18 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. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N O N fie... 3 100 ® ® t '90�. ir Q ,CQII�V:/A�U aP.r IZ O W p z Q n, A, E W > (D 0 W L 10 r? 0 M N (n V O ;- d a �M A� � L t m p 0 2 } 0 O u- o Q �tn w Qv W L 0 Eri 70 W (of�_jcn0��nVO�JO pw vi WQ� OW frQzOf Z)Of a F-~ xJ LL aoa �zWoMQ�3C) �aWz W0zO zZ Uj o°~wW1 Q wQ �z � O~ O Q Q QQ< WQ o W 9 O Z W O I— 4 >U)O co O Q w CO I"- zQUQOD QW<Lo 1--11'LLt) W Z I— > W J O O co , s I l I I OO O CD�- N co o0000 N I� N r N M N M N O r r N O 00 O O O r N O N O z O CD Lo W o 0 N 0 (`M 0 0 to ; ZI- W U) QZ w O - W U poo 0F/, " Lo �_ O =Z> 0�0 -0 z a~a Q rl F- Ln im&w Ln F- N = zoO W � <~ Da QO ZWO VzZ zLn i FF-- U � 0 _0 W Z A5 Z z W Wr.� J Co 0 LAST PLOT DATE 04 O April 11, 2022 z 0 EXTERIOR J ELEVATIONS & ROOF PLAN A A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /4" = 1 '-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 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 RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED 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 IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. P NOTES:NLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 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 THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 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. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 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 F�50.52 NG PER 250.50 AND NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed d approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T r- SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z kS--'SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 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" -11fl PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE {B} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR Q SMOKE DETECTOR cU-18= UNDER CABINET 18" rS-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 FF24-;? 24" VANITY LIGHTING 5;;F 36 :;;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER THERMOSTAT OB SECURITY PAD 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. I� LO E =�' ° +� )M E -L 0 0 2 � ao � .� o'�o a a �6'° —t }U .Ul LL � N i Qo ECq a ) W ❑ LLI uj W oLU h rQ LLI zW ¢� �� 0�:X L�00�0�°ZOJZ°2-¢Qa 0ZoI-F-ou)9o�ow0omzs> WW(5z OZLL CW LL~zm0 WnErQ Wp�Z23~2Q w) J EL LL 0WQZIQ OC)¢Q 00 ILL - LL O O CV Z O f— cn O O CO Q w M 'T U) L.L Q W Q 0-cM Q>-Q00 Z U f— W W -jO O A I I I I I I I I I O O o O CD 0 N N 0 N N N r- O r M M N -- O O O O O ' Z O Lo W o cs o Co- 0 o I ; M� Cr Un }� ZZ w V/ OQW Z _ �-� O W U 0 ZZ 00 �0U) O 0 W O1.-0 Z Q_�a \- Q af = W= a m 2 N zox W i- 0- QF-� CM O 2�2 ZWO Q Z U gZU- a 0U 0� W z Z � W WC) J LAST PLOT DATE . April 11, 2022 z O J 1 ST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS) 1 /4„ = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 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 RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED 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 IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 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 THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 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.1. 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. JUNii'�'' Y3W ASSIST virtual Review Assist, Inc. I approved Plans Review completed and pp for cojrtpliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH- 4 1/2" DOORJAMB DUPLEX 19 OUTLET c0 TRIM o 0 BASE --]— NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz k SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET - SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER -fl DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL -,- CLG MNT LT FIXTURE B CLG MNT PREWIRE - FIXTURE BY OWNER -`}- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE USEDIF 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 16o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -`t'- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR ID 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 9;:24:;g 24" VANITY LIGHTING 36-_;;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER THERMOSTAT I3 SECURITY PAD 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. �1 r E ce)� 4) Vi V Q d M E �, w t 2 O o o rn�rn u- V/ O t 0611, "0 Q .N U w Q!;� 7W L C) V ^ a -40) W W oLLiw < W _j Q ¢<z� Q z 11 -D- 0 � W iL00�J� 0Y Q Q � U ~ JOOQZLL -- �waWFnz �0HQQ O U) 0Z Q~<OUJFa--�ZLUwp�UOQ ��z CL LL. 00T o a oQeZ ,L0 ma w O O CV Z O IW— i (n O 0 F— cM O Q w M � IL Q W Q U? F_ M Cb Q >- Q Z V I— W W JC:) Mj I I I C) C) o0000 CD O N N N N N N ICY) M CO W O C) O O c- N O N O z O WO o N O M O o I I ' 00 Cr U zZ v^ J Q w C)z -+—' 0 W U woo v(.)Fn Lo 0 Ozj 0�o Z a~< �--I w Q Lr) = 0 m=w 2 In F- N 0 zo= QED M2 0 zwo Q Z U lz �ZLL az Z F- p _a coF. z z z z W 0 LAST PLOT DATE C14 . April 11, 2022 Z J 2ND FLOOR ELECTRICAL PLAN 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 HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, 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 ± 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 % 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. STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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. ACI 301-16 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 OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE- AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3. 1- THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL+ WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 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 1/2" GROUT FILLED MASONRY: 3/4". 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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) : 31/2" 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 'X 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) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7- 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 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" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpogr and mortar along the foundation perimeter must be removed beoreexterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 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 5'-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 N =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 %". 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. \/"r JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for ccr li�,nce with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N N d� 4 s d 00 LO 5 6 AR0015 a LU ,q �`a 0 C1 W Z a (f) o ^ o _W L �0 `? U M M N V a L = 0 0 } LL0 oo Q U .N LU Q� N CN W L 0 EM oz .0 - ;_0 I w W P W W 2 O ¢ ZUQ-ZL�ZLLop�°X Q L ILL oQ� I- Z C�W�W_ZOWOJmZZU O Q�¢OwQ�ZwZO��oa �� 2Wz ¢ LL OW OW o 0 oQ L¢ O w¢ �¢ti O Z W 0 I- U) O cM O Q � M � U) LL 't - Q W u? [].. M QUQ00 Z I- LU W JC:) O � � 1 d 1 d 1 C)CD o M o Q C) 0 00 0) o O N o I ' I z O W Wo 0 0 0 LO > Z Z a Z W C)Z - 0 U Woo UU� 0 � Z > Oro ^ i1 Z ~ aka Q W� Q 'T� ^ L • = Wp F pW L 7 2 r�2 N O ZOM W�� W ■ (y) 0 Zwo Z 0 0- Zalf ry Z �Z 3: 2 U J 00� Z SNO a Z Z W o 0 LAST PLOT DATE Z O STRUCTURAL I DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND-1VIESH E.fANDED FETAL LATH ATTACHMENT. METAL LATH 1 G a= °' LONG (• `-I� CROWN) ll __ II it x i 1. _ IL. .-.il - !i- lll�' SH WAL EATIIr ,o c1 GAx1-1/2'" LONG (314%1" T��-L;� ��� ' , � �T BETWEEN _ STUDS =,IY "ED THI.i �,_) - OFFSET I i 1� f i I CROWN) STAPLES {�a �', STAPLES BE"it,"EEN STUDS AS SHOWN -. �w-_.._._.� . � O C. `./ERT INTO STUDS P;DOTED THL;S: — METAL. LATH ATT ACHMENT DETAIL REV. 09,24,21 SCALE: 4" T-0" `DETAIL EXCEEDS THI E REQUIREMENT--- FOIR FB-'R 705.711 LATH' **ONLYAPPLIES TO LENNf_1 P "�t:��* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER O — 0 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. 7-5" (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) (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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX ¢ PLYWOOD OR cs 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 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 2x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONE (Not required if both loE Filler 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM U) w .......... ... Q STD. 90° IN CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. .......... FROM ::1�� C TOHIGHEST --IF --------- 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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. A 4 max. �I Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2"Ln. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x required when indicated or -: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads 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 1/16" 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 t kp . ' 110d1 nail. nt R" 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 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 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. — 6" A 1/" ROUND HOLE MAY 67=ROUND DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1t/i' 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. 1Y" 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 1Y" 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 ;�l vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to_top flange. y \ 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 W stiffeners are not required when to Web q p required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 3. <a . e SLEEVE THRU STEMS A. SEE PLAN FOR--'°• a . • ., FOUNDATION INFO ' a' STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR 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 T-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a a 1I- II ;,I�IIII—. • I I • -—IIII�I,; I I I F_ I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE q d Q —— — — — — — — — — — — — •—ca----- ro z •° a 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 FF -- °� . Q - `.-- d° -I I M, 'I �4--a----� ° SEE FND. PLN. SIZE & REINF. JUN 1 1 20 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for Compliance with the 2020 FBC 7th Edition by Debra Arne Klahr PX2300 N '9 CD N a n r ® LO e .0 A 0 W 0 z Q >o E o (M N to U -0 W ` M /n��' C: W E Q U O rnrn o VJ O w o^ (DQ U -s } *N U w n, 0_ C:VJ E. a) rN - L C) rz, O �D Iv (D LLI w W H W J W 2 O� O I- X J Ix z ¢ W�2�¢O¢�¢WUO0�O 0_ z Q U J Cy O Q Z L L LD _ j 0 I— p O 00wWozOWoOmz W"CLW �WW,(5��¢oWJ U UI O Z <FQOWQFzWzOwUo0- ¢Ow � �YpgQ ¢ i- O� 0 0 0¢z� o �¢� CD N Z 0 I-- o _ M o Q U) M Lo 0_ ULL ti Q W < L(� W 0- (yi Q Q 00 Z C) i- W W JC:) (fl I I I C)o 0 CN ooCq 0 0 0 IN MN M WM o o- (DN a ' l ' l ' l z O W � o 0 C)I I I LO0 > — N cli CO } I- zz W Qw CD W z Cn 0oo 0) - 0 V LO —0 0 nz5; ow- 01.- 0 Z n- Q TJI = W W H Ln o Ica ~� Ln H (V ono oU) W CL a�D (� 0 2 zaeo Z U J Waf �z U � F. W Z z z LH W o t` 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS — (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" ° D r4tr- 6 MIL VAPOR IIIII D BARRIER COMP. SOIL. IIII 1 COMPACTED TO 95% -I I I I =III=111 MODIFIED PROCTOR III I I III —III —I I ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" .N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) M w rr LO a 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE - Z ip 2E co I =1 11= = z IIII � CV IIII NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE \\- STD. 90 HOOK (SEE DETAIL) rA S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —j�O.H.D. RECESS PAVERSz r ay III-III=d-I 4 .. a .. 00 IIIII I IIIII III=III �.a� •, :: III -I SEE A/S3 OR J/S6 -IIII FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J, SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D . -III-III-III=1 m D I -III -III -III I � �I I I -III -III -I o 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH p I I -I I I -I I I -I I I III —I I rM ...' 9 1 8" 1 .1 a:�r .--- ..r.. a- 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=T-0" S3 LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W1 UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OL A.F.F. d ° ° . d a d... ' a p 4 �r .. ELEV. 4-3 1/2" A.F.F. O d.° d 4 2x4 CON T.° ° . .. .. °° LL a ..d. .a N d d. GARAGE DEPTH VARIES o ^ e GARAGE SLAB AT STEP B SCALE: 3/4"= V-0" S3 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 S.P.F. DOUBLE CONNECTIONS. TOP PLATE 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 3 1/2" MIN. p A -III-IIIIE.I'31/2"(min.)-4" 00 -1 -III-III= 31/2"(min.)- 4" I I=III I- Q =111 III=� I I- -_ I I �=III III=III=1I1=1I1 1I1-III I i' (2) #5 CONT.l 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 00 IS( �31� /2"MIN / TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH III � III 111 T 1/2"(min.)- 4" `(min.) - 4" =111=1�- �I�'- �' I I I I=1 11=1 11=1 I I III -III I' (2)#5CONT. I- 14y;I IIII�E1II4111���1 U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 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 S CED V TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP ] #5 REINFORCING SPACE ANCHOR `04 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w BOLTS 6" MAX FROM ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W END OF 2" x PLATE GRADE �, o D ' D #3 & #4 LAP SPLICE GRADE MIN. Fy=40ksi a D a n _ ° cn —� _ _ -0 D FINISH GRADE ib _Z 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, Fy- 60ksi] a Q —III—III—III 1=III=I I (=) I I m I D P D - - - - - "-1 I I -I -III _ _ w ' I -III -III I I -I D • o °° 6 MIL VAPOR BARRIER III I I 1 o a ° 11=III=III-II °° R 17/8" -III, ;III 11111= 1=III=III=III=I.III=III=1 I-1 I I I III -III -III -III-_ #5 REINFORCING BAR I I=1I I= D D D III=III=III=III=III=III- z ' -� I I I D. I I=1 11=1 I IEEI I I=I I I- r T # LAP SPLI 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH L;., . c p. D 11-III=III-III- III III=111=1I1=' r D° I=III-1 I I-1 I I=1 11=III=1 I I II I II I I IIIII IIIII I II I II IIIII �'I 5 CE 2 #5 CONT. =III 111 III... I FEIII, , , II: g D D III=III=III=III=III=1 11= i" ° ' _ _ _— —I T COMP. SOIL. (COMPACTED TO =I I ° _ LAP [36"MIN. LAP] ON 3" CHAIRS =III=1 I I-III-III=III- , _ 8yy 1 y-4" 8yy IN 95% MODIFIED PROCTOR ASTM I 1=1IM I I=1 I I=1 11=1 11=111=11 10" - (TYP.) I I I -I I 1=III-III-III-III-III=1 11=III=1 11=III=III=III-111� ,III D1557) I 1=III=III=III-III-III-III=III=III-I I i-III=III=III-III- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK -� I-IiI-III III ;,III=III=III=III ;III -III -III —III— #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-07 S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °° I = I _I=III= � i 11 - 1- -I �) #5 REBAR w/ OPT. -=- =- —II =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS (V M lJ l I� .III -I I I 1=1 -I _i I II I IIIII • I 60 IIIIIII.�.a- 1=4�11� - 7E1111111 .. IIIIIII -_ -IllIIII ,III SEE A/S3 OR J/S6 ,,, 11,11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. G SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. -� d SEE PLAN FOR CONNECTION INFO �, e TOP OF BEAM IV & LAYOUT DESIGN — SEE ROOF PLAN 11= (2) HTS20 FOR STRUCTURAL = I III=III-1 1111 111 . BEAM SIZE & N i' CONNECTION INFO - - co 2x4 #2 SYP P.T. FRAMING w/ _— MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 411 "III-1j�II' III "� I g z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 IM SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x 1/2" GYP. BD. I COLUMN LOCATION I w SEE PLAN FOR STRUCTURAL 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE SLAB INFORMATION. 1/2"FROM SLAB o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 1 m_n" CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 < .d Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE OL deP t .d :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB 00 - 1 I I= II 11— III=1 M 6 MIL VAPORL— BARRIER - — ' 11 11li'I=III=III-1 I i '=1 11=1 I =1 I (= 11=1 11=1 I I- ,I11,,,111,,,111 „1111; I1' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.('-K SCALE:3/4"=1'-0" S3 \\\O\\OO�OG� i i i�/i \\ice\\ • . • • III III=111=111=III=1 I III=1 I 1=III= ' FOOTING II-11I-III-III-Il II ...III=III-' BEYOND 'AD REINFORCEMENT 3" MIN. CLEARANCE 3EE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 J U N 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approv for, compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N c. O N T to a o B Q LO §a° 58 AA Y YLR001gg g y Of v c Q W w 0 z Q V) N LO n E 0M _W L I) M, d^ iD M � an C6 0`^ a IU E� L o } O B o TT •� O u CD m Q VI U to :W_ U w CLv W L p E, r> 0 CL W W w LU t-Q W it�yzW w 0 2,< o< w<, U o R o _ J c� o o p c3WoWo�0Wo�mojQa F O Ci z z � U d Fn W W � Q J 0 0 QLL <w� �❑ZgWo�o�Q OX �QQ�Q LL a o LL O O CNI Z W 0 I— U) O cM O Q M LO U) ti Q W Q U( If0-M aU�� Z Z W JO O a a a y y y I y y I I y y O N 0 N T 0 0 0 CY) � O r M r M N °o o rn o O r N o I I I ' Z O w o o 0 o I I 1 Lo > T N M qY �/1 zZ vJ az O zw �--+ O W U w 0 0 ()UUj Lo 0 Z)Z> ow- Z pro aka Q = m=w ~~O N Ozo= W�� (y) Q 0 zwo U aZOf z �z U J Sow W � Z Z z Z w W J O > C:) LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :o: O C PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ ALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL = MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRADEd ° 'a' FILLED SOLID (SEE PLAN FOR _ _ _ = a 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) 0 z ;III=III ' 4.. ° °• I=III=III=III=I' WWF OR FIBERMESH w—II FEE -1 III -III III —III —III -I 1 w I 11=1 11=1 11-, ° BRICK PAVERS or SLAB PER 0 W U) w 00 = -III=I •06.• ' °• Z - z Q V-0" FIN. FLR.� COMMUNITY SPECS LL , I-- II =III=III=III=11 II _ _— _ W III=III- - 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d !^�J� TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 GYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 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 SEE TYPICAL WALL SECTION 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 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) L-ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J , .. •- • � • milli i ��EII Milli 11 MEN lil I_IIim �I PRIME �IIII ■milIMMUNIEN II�I�. Illy NOTES: 1O 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 10 J J Er >° MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 4 4 e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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. INTERIO WALL EXTERIOF WALL 7 ri/R" 8" 7 5/R" 8" 7 5/8" 8" R ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 sr��N FFA�p� N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 30LID AREAS ARE )TEEL AND GROUT ULL 8x8x16 BLOCK )OOR 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_ 2x6P. J-BOLT TRACK BRACKET SOP a aARAGE 1OOR uvvn i nr�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK 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) 1 (2) 1 (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 1 • INTERIOR HEADER: 54 (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) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SQ, 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 BARRIER SIMPSON SP2 w/ (12) 10d 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 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 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4. 4d G. 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 • SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED �• • MAN 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LLIINTELS SP4 SP4 d SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS EACH END w U z a 2x TOP PLATE ` 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 SEE A/S3 FOR-\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. IS4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) ;3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. 1&NUT JXIED A.T.R. & NUT ROOF TRUSS ABOVE /- 2X BLOCKING 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C LFSP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" D.C. MASONRY WALL R. 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. . . . . . . N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. C J°UN 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahf PX2.3Qp. OF "0,y N r LO • c s a°o bo Q'?>R001 J ti' S T aP ' a z Q w O .� 0 w 0 z Q to N LO ; E > o ^ 0 W L '- �o� u > M 3 }t ' C')V) V �� t � O � o C:� _ 0 0 TS1 • O Q o N V! U O� * •tn V w 04 s? E o) 7Q) L o � V a -a W UD W °L w �Q �2�z� ��2 020 z � D Q U Q 3:0Q U) QOxJzp�Oz O°HQL 0,§Oz'0 00 z 0 F— 1= O c0, <nWaLUcnww�cn11 ¢it< a. z a~w°� �Z�wo�c0 < LL ~ z oQ o 0 o�Q�¢ C:)04 z 0W > U) O O FO 0 — M z Q W CM 11C LL U) � QWQLq of 0- cM Q U Q 00 z W W JC:) O I 1 1 O O N o N o N N C) N CDO N N o cV co ce) CID O W CDr CD O ' ' ' 1 0 W o 6 o 0 1 1 1 UD I�191- > c1 cy) 1 1 1 M1 � zz W V� J Qw O z +-A. ll.l 000 IM O U U W LOO � �z> goo z aLa Q T I— Ln 1:w=I- III L.n (D cV O-1O o= W 0- ■ ■ M Q O ��� Qw� z U .J LL a-Z 0 O � z a z z w Uj J ti ti o LAST PLOT DATE 04 .. Z 0 STRUCTURAL —� DETAILS SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO • 1/2" CDX PLYWOOD OR END '� BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) ku MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 T ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. () " " @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE SS SCALE: N.T.S. Sj 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 AND FASTENERS. (MIN. FIRST 4 BAYS) X- SHEET S5 FOR N N X-BRACING, AND TOP N "' `" SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ 2"x4" CROSS BRACE (2) 16d NAILS 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS 2) EA. END ATTACHED W/ 2 -16d li� 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 @ 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 F THE SPACE AS SHOWN FOR 3- PLY x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, $d @ 6"0/C IF >9" SEE 1O/S6 r-WOOD TRUSSES L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E GES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 0 LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL EXT. W BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ r ALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS - NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION- 9 SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL (`JAILING SCHEDULES FOR BUILT UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT .,.,,. , i i 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.3. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE ,TTACHMENT 2 SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \---MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-O" T-O" - 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„x1 1/2" SDS ^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z W CL \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL,/_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cf UW W — — — — 0 v Q o o ' ---- Nr 0 q >�� z o b W ,- ----W m o o 0 W W AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. a 2X4 BRACING @ 48" O.,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION /l,1 ^ V V JUN 1 1 0 Z `.'!aTUAL REVIEW ASSIST .,/irtual Review Assist, Inc. lwnq Review completed and a pr ved for col � nl'<3nce with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 04 04 C) T C) ® o a LO `a A x 01 O5 9' �/ 0L q� Q W gka „ O 0 W 0 z Q i r nN (DLO o ^ E W L 'i c:r co N W 5 N V 0-0 - a A) L i o W O - 8 } u .N Lu CN C o E � ai V V � 0 L cn w O F W I-Q it _j Wgyzw z Q au)o �L)zt !OOM9 '< 0CJO �W0J(Da.zY0ZLLpa ZLL O_ulgwO U) <La2QQ O� LLQ o FQU_ O O Z W 0� (n O 4 — M O QU)CY� 13- U) U ti co Q>-Q00 Z 0 W W -j O m I I I Q Q Q CD T 0 0 0 0 /�/\ N N N N `i /] Q M co O r T N W CD O CDT O z O W o 0 0 o I I I L/ > N fM 4 i � } CO U) Z Z �/QZ O ZCn W -;M--+ W o 0 W -� _ O V U U cn ::)Z> 0 goo Z CL 1� �3�.Q rn m T- W (D N f3f °O= W � . . C'7 Q 0 Zoo Z U az� Mz Z �� U J 00� m Z z z z W W fl- C> o > C:) LAST PLOT DATE Z 0 STRUCTURAL J DETAILS -F Fail MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 T ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. () " " @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE SS SCALE: N.T.S. Sj 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 AND FASTENERS. (MIN. FIRST 4 BAYS) X- SHEET S5 FOR N N X-BRACING, AND TOP N "' `" SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ 2"x4" CROSS BRACE (2) 16d NAILS 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS 2) EA. END ATTACHED W/ 2 -16d li� 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 @ 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 F THE SPACE AS SHOWN FOR 3- PLY x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, $d @ 6"0/C IF >9" SEE 1O/S6 r-WOOD TRUSSES L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E GES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 0 LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL EXT. W BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ r ALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS - NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION- 9 SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL (`JAILING SCHEDULES FOR BUILT UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT .,.,,. , i i 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.3. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE ,TTACHMENT 2 SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \---MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-O" T-O" - 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„x1 1/2" SDS ^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z W CL \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL,/_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cf UW W — — — — 0 v Q o o ' ---- Nr 0 q >�� z o b W ,- ----W m o o 0 W W AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. a 2X4 BRACING @ 48" O.,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION /l,1 ^ V V JUN 1 1 0 Z `.'!aTUAL REVIEW ASSIST .,/irtual Review Assist, Inc. lwnq Review completed and a pr ved for col � nl'<3nce with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 04 04 C) T C) ® o a LO `a A x 01 O5 9' �/ 0L q� Q W gka „ O 0 W 0 z Q i r nN (DLO o ^ E W L 'i c:r co N W 5 N V 0-0 - a A) L i o W O - 8 } u .N Lu CN C o E � ai V V � 0 L cn w O F W I-Q it _j Wgyzw z Q au)o �L)zt !OOM9 '< 0CJO �W0J(Da.zY0ZLLpa ZLL O_ulgwO U) <La2QQ O� LLQ o FQU_ O O Z W 0� (n O 4 — M O QU)CY� 13- U) U ti co Q>-Q00 Z 0 W W -j O m I I I Q Q Q CD T 0 0 0 0 /�/\ N N N N `i /] Q M co O r T N W CD O CDT O z O W o 0 0 o I I I L/ > N fM 4 i � } CO U) Z Z �/QZ O ZCn W -;M--+ W o 0 W -� _ O V U U cn ::)Z> 0 goo Z CL 1� �3�.Q rn m T- W (D N f3f °O= W � . . C'7 Q 0 Zoo Z U az� Mz Z �� U J 00� m Z z z z W W fl- C> o > C:) LAST PLOT DATE Z 0 STRUCTURAL J DETAILS -F Fail 0 LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL EXT. W BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ r ALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS - NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION- 9 SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL (`JAILING SCHEDULES FOR BUILT UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT .,.,,. , i i 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.3. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE ,TTACHMENT 2 SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \---MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-O" T-O" - 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„x1 1/2" SDS ^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z W CL \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL,/_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cf UW W — — — — 0 v Q o o ' ---- Nr 0 q >�� z o b W ,- ----W m o o 0 W W AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. a 2X4 BRACING @ 48" O.,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION /l,1 ^ V V JUN 1 1 0 Z `.'!aTUAL REVIEW ASSIST .,/irtual Review Assist, Inc. lwnq Review completed and a pr ved for col � nl'<3nce with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 04 04 C) T C) ® o a LO `a A x 01 O5 9' �/ 0L q� Q W gka „ O 0 W 0 z Q i r nN (DLO o ^ E W L 'i c:r co N W 5 N V 0-0 - a A) L i o W O - 8 } u .N Lu CN C o E � ai V V � 0 L cn w O F W I-Q it _j Wgyzw z Q au)o �L)zt !OOM9 '< 0CJO �W0J(Da.zY0ZLLpa ZLL O_ulgwO U) <La2QQ O� LLQ o FQU_ O O Z W 0� (n O 4 — M O QU)CY� 13- U) U ti co Q>-Q00 Z 0 W W -j O m I I I Q Q Q CD T 0 0 0 0 /�/\ N N N N `i /] Q M co O r T N W CD O CDT O z O W o 0 0 o I I I L/ > N fM 4 i � } CO U) Z Z �/QZ O ZCn W -;M--+ W o 0 W -� _ O V U U cn ::)Z> 0 goo Z CL 1� �3�.Q rn m T- W (D N f3f °O= W � . . C'7 Q 0 Zoo Z U az� Mz Z �� U J 00� m Z z z z W W fl- C> o > C:) LAST PLOT DATE Z 0 STRUCTURAL J DETAILS -F Fail 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT .,.,,. , i i 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.3. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE ,TTACHMENT 2 SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \---MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-O" T-O" - 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„x1 1/2" SDS ^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z W CL \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL,/_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cf UW W — — — — 0 v Q o o ' ---- Nr 0 q >�� z o b W ,- ----W m o o 0 W W AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. a 2X4 BRACING @ 48" O.,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION /l,1 ^ V V JUN 1 1 0 Z `.'!aTUAL REVIEW ASSIST .,/irtual Review Assist, Inc. lwnq Review completed and a pr ved for col � nl'<3nce with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 04 04 C) T C) ® o a LO `a A x 01 O5 9' �/ 0L q� Q W gka „ O 0 W 0 z Q i r nN (DLO o ^ E W L 'i c:r co N W 5 N V 0-0 - a A) L i o W O - 8 } u .N Lu CN C o E � ai V V � 0 L cn w O F W I-Q it _j Wgyzw z Q au)o �L)zt !OOM9 '< 0CJO �W0J(Da.zY0ZLLpa ZLL O_ulgwO U) <La2QQ O� LLQ o FQU_ O O Z W 0� (n O 4 — M O QU)CY� 13- U) U ti co Q>-Q00 Z 0 W W -j O m I I I Q Q Q CD T 0 0 0 0 /�/\ N N N N `i /] Q M co O r T N W CD O CDT O z O W o 0 0 o I I I L/ > N fM 4 i � } CO U) Z Z �/QZ O ZCn W -;M--+ W o 0 W -� _ O V U U cn ::)Z> 0 goo Z CL 1� �3�.Q rn m T- W (D N f3f °O= W � . . C'7 Q 0 Zoo Z U az� Mz Z �� U J 00� m Z z z z W W fl- C> o > C:) LAST PLOT DATE Z 0 STRUCTURAL J DETAILS -F Fail 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„x1 1/2" SDS ^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z W CL \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL,/_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cf UW W — — — — 0 v Q o o ' ---- Nr 0 q >�� z o b W ,- ----W m o o 0 W W AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. a 2X4 BRACING @ 48" O.,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION /l,1 ^ V V JUN 1 1 0 Z `.'!aTUAL REVIEW ASSIST .,/irtual Review Assist, Inc. lwnq Review completed and a pr ved for col � nl'<3nce with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 04 04 C) T C) ® o a LO `a A x 01 O5 9' �/ 0L q� Q W gka „ O 0 W 0 z Q i r nN (DLO o ^ E W L 'i c:r co N W 5 N V 0-0 - a A) L i o W O - 8 } u .N Lu CN C o E � ai V V � 0 L cn w O F W I-Q it _j Wgyzw z Q au)o �L)zt !OOM9 '< 0CJO �W0J(Da.zY0ZLLpa ZLL O_ulgwO U) <La2QQ O� LLQ o FQU_ O O Z W 0� (n O 4 — M O QU)CY� 13- U) U ti co Q>-Q00 Z 0 W W -j O m I I I Q Q Q CD T 0 0 0 0 /�/\ N N N N `i /] Q M co O r T N W CD O CDT O z O W o 0 0 o I I I L/ > N fM 4 i � } CO U) Z Z �/QZ O ZCn W -;M--+ W o 0 W -� _ O V U U cn ::)Z> 0 goo Z CL 1� �3�.Q rn m T- W (D N f3f °O= W � . . C'7 Q 0 Zoo Z U az� Mz Z �� U J 00� m Z z z z W W fl- C> o > C:) LAST PLOT DATE Z 0 STRUCTURAL J DETAILS -F Fail AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. a 2X4 BRACING @ 48" O.,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION /l,1 ^ V V JUN 1 1 0 Z `.'!aTUAL REVIEW ASSIST .,/irtual Review Assist, Inc. lwnq Review completed and a pr ved for col � nl'<3nce with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 04 04 C) T C) ® o a LO `a A x 01 O5 9' �/ 0L q� Q W gka „ O 0 W 0 z Q i r nN (DLO o ^ E W L 'i c:r co N W 5 N V 0-0 - a A) L i o W O - 8 } u .N Lu CN C o E � ai V V � 0 L cn w O F W I-Q it _j Wgyzw z Q au)o �L)zt !OOM9 '< 0CJO �W0J(Da.zY0ZLLpa ZLL O_ulgwO U) <La2QQ O� LLQ o FQU_ O O Z W 0� (n O 4 — M O QU)CY� 13- U) U ti co Q>-Q00 Z 0 W W -j O m I I I Q Q Q CD T 0 0 0 0 /�/\ N N N N `i /] Q M co O r T N W CD O CDT O z O W o 0 0 o I I I L/ > N fM 4 i � } CO U) Z Z �/QZ O ZCn W -;M--+ W o 0 W -� _ O V U U cn ::)Z> 0 goo Z CL 1� �3�.Q rn m T- W (D N f3f °O= W � . . C'7 Q 0 Zoo Z U az� Mz Z �� U J 00� m Z z z z W W fl- C> o > C:) LAST PLOT DATE Z 0 STRUCTURAL J DETAILS -F Fail -F Fail (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ` ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT co FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS a = W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER F METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD " _ INSULATION PER I 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB IY. CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 112" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONIC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CM L 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. W a CO a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE C _ ..'d E N a e a .° _ FINISH GRADE —I I El I—III=I I I —III —I II I I 6x6 w1.4xw1.4 III —III —III —III —I I I I=1 I I —I 11=II I III I I III -° ..a ' __ III —I 1—I I I I —I —_ _ I I —I 11 - I I —I I I- C? OP Z r WWF OR FIB ME IIIIIIIII�I�IIIII III►IIIIIIIIIII r IIIIIa° —STD. 90`HOOK (3) # 5 REBAR ON 3" CHAIR -I I I � , , I I=I I III 111— (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUDi 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od 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) 1Od x 1 112 NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN 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 SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 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"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' " a' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEE FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" B.U.C. (8) 1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" FITS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIIBERMESH c -I hill l 1 11= !II, IIIIiIIIIIiIllllilllllilllllillll (3)#5CONT.ON3" 8" 1'-8" 8" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF NOT FULL - '< HEIGHT SHEET- o ) Z_ O G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15/32" OSB EXPOSURE F- F SHEATHING W W SOLID 2x rn C BLOCKING @ ALL o C SHEATHING 0 EDGES(SEE U) OPENING SECTION X- a0 1 C xEll w 4 x E � 2x STUDS LU BEYOND. rn SEE PLAN 0 0 U) 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2„ 1/z" I- S ` 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) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Ys". F. ? OA NAIL AT BASE 2 ROWS @ 4" O.C. W18d COMMON NAIL C7 © 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 0 w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. 0) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J LU 2 W LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >¢ H O in a:FOOcn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u> OF 'W 'n LL t@G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W p o MEMBER IF GABLE END LL _, z NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR ;4 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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) 1Od x 1 1/2" EACH SIDE 0 N/FR�p,4 \\ N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 2500#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH a c ° ° v a "' I —I I I_ 7111 a -1�1111=1 I11 II �(I,� III °_a III-III=�' (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1 (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. CO 11, FINISH GRADE SCALE: 3/4"=1'-0" JUN 1 10 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 04 04 �pe ! Q 00 �g ARLO LO � } / W ' O w Z N o ^ 0 _\0 U CO ) M 7 V1 V co L ch 2 0 C:rnrn 2 _0 V!} O LLo N Q tU�:�� � LO V w 0 - Cq 0 E' ri 01 7W� }L� V O CL ❑W (6 WOE W ��Y O ZQ _F- U =)—)0jtWwUowJOQ�OO HO� -iQ zzOWwOZOwoo, Z CO a ww �W¢0pWYzO2QO LL w¢QOWQo- OQZg¢ O� U- O �¢LL >I) O CD C\I z 0 F- > (n O 0 O M w Q � Li- QWQIC) ~ C'7 Q > a 00 z W W JC) CD i] C)C)O O r 0 0 0 fV 0 CO co f� O r r co r CO Q 00 O 0) O O r 04 O Z O W Wo CN o o I I r CV co V' CO ♦�1 F- VJ QZ C)zw I } a W U �00 O UUU) 0 DZj z pro d�a _ • =w me L0 (D (V Zoe W W~� Q O Jw� z nz Z LD 1 Q �� J OU _p m z z z w WJIll ti 0 LAST PLOT DATE Z STRUCTURAL DETAILS - MONO 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) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\\,--2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16"O X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16", TAPCON 16" O.C. & 4" X8 L111X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C, 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16'APPROVAL FOR CO�422" (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 1x4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVERSIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB1 (TYP) STD. 90' HOOK (1 -J +5^ IE NOTCH WEB AT FIRST 2 COURSI SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP A -A 1/4" MAX = 1610 # FOR 2 STRAPS n 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS ARCH BLKG. & BUCK sf _ �--LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-011 8" 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 _ PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END 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 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 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 4' MAX. RAD. SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d ' ' SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' 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 PLA 2x6 #2 SYP @ 24" O.C. N ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d 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 GL'aSS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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 MAY BE 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. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL (1) #5 BARS CONT. TOP WITH MIN. 3" COVER 6'-0" . ° D � I� o � III ,.e IIII. e _ GRADE , ` D M L z N •D 16" MIN, W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN 1R YP.) FHE S I IKIAf tf E:07ADI C IAICTAI I TInKI FILLED CELL INSTALLATION I H SCALE: N.T.S. SS SIFF ARCH PLAdN AND =a 1 , E14 P4:J IntC_N =`z SEE NCIT- T 6'>V - I 2x SLO6 A` CIA ALU DRIP EDGE E `G .. 1' _T_"" ALAI FA : I.,A R R PL.NU- I ti 3' TRRM Aat ' C FASTENED PER IA 2 4 C I --- ��.� TE BELOW 1 1 1 ITT VIS VENTED CL' ' SOFFIT C C 4 -AIL � °ID s.. 13;1 44 ».IN I'YA ape °F z _z . &_3 t H I RL1 E rI 0 H4_- rI-.I -1. m II _ _ L E 4 ¢-ERIF"'�`'�F�Pt�.o IDE SOFF" T MATERI,AL SPAN TAI ;AOITiES BASED N TIC_ DEIr f PCESS" �IRES SPEC .IF E E F COMPONENT_ IP W t EI`IT AN 1: I EAE'EI `=TEL) THE DESIGN CRFrERIA ON SHEET E'N. INC' # ..# Ik7 , _ _- FIIRO,FUCTAPFR,.>,?A_j# C;I ANN� s EN _ T4}: IIvvv T NAIL .Fr A A f 1 5� EI IE ELIITEI IT TA LE: I.1 t1_ IN D4=*4r3NII [ A TT Rs� SI_nE4 FASCIA w,+ lb GA -H 4 x :W4 CROWN APLE z': E, 1 Gd 1IrVE STRUCTURAL SOFFIT SPAI �sL� it i" i FOR ALUMINUM SOFFITS WITH SPANS .:'1 1*-A', "-TALI k1ID SPAN IL SIN": PAR TIFF S .FFl F 'N =TAI_LATI(3N C. ITFRIA -REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 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. k (2) 10d NAILS @ 8" O.C. OV�RygN TO TRUSS TOP CHORD + + + �yOTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP--------------- EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL Is SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = T-O" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" 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 MI. MSTAM STRAP 54'Al F R/d CFF CWF:F:T Ill ANIIl z O Q LL O W H U rn 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st COURSES SOLID W/GROUT d: 4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. �a. OVERHAN a' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" NISH ° e p ° #5 BAR XX D. u 1.0" a p a D ° . CENTERED W/ o ,� s H IN TOP CD e , 13 KNOCKOUT/ N CHAIR BLOCK MONO FOOTING I- I I p SIZE AND REINF. PER AND SECTION DETAILS -I � ° CLEAN FILL e ° DIRT z e. ° STANDARD o 0 9(. HOOK N #5 BAR IN FILLED CELL - V A 9 ®.A S, ®1. 9 1% 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 In% J4C.1C1 Ik[ f+llA ll� 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL - \/F JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtuai Review Assist, Inc. plans Review completed and a roved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 m4"Cq O CA 1 AI LO CD , ° yy w 0 w 0 z Q n` E -0 W L `'' o C'O v Gi A� L o W O2 o o N Q .N w Q� C 0 O c(V W L � � ri .� W ❑ LLI uj W 0 I- Ld �Q 0r of zzW z Q (� Q � X � � p� � O � LL O 00 � J 0 Q F- Q 0 z,1L�_z��o�aQ (3cn�9OLLIzOWOomzz O-�zYOZZLLO cn00 Z QFWO�F¢� �W6aO a LL.O� Q O oQQiX LL LL. O 0 N Z W 0i-Z > (n O 0 1- co O QU)CM� J Q W QLo ~ C'7 00 Q Q Z 0 1— W W _j O J mot' I 1 I I I I I I I C)CDo 0 0 0 0 0 N N N N n r M Q 00 O 0) C) O T N O 1 1 1 ' z O W a o 0 0 1 I I '`^ r/ \ N M 4 1 1 1 Co07 ^ zZ vJ Qz O zw -E—� 0 W V 0 O O (wj0cn � /'� 0 �z> Ot-- V J Z t-- aWa UJI W Q m=w r=nn V I- N O zo= W . . C'7 Q O QWaf Z UJz EL z SQ Z X� U0 D IZ m z z z z w W J o ti LAST PLOT DATE z 0 STRUCTURAL " —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), JIIVIrJV1Y IVIJ IYaL 1 VV/ t IV) 1 VIA IYlIILV FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 25' 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 INFORMP,TION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6", 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x$ SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE 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: Z' = 1'-0" DOES NOT BEAR IN WALL GLUED TO 2x8 F S STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL M1 I PT NOTCHED INTO STRINGER- D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = V-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" - 1'-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" NGER SLUED NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT- STRINGER CONTACT POINTS 4 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER '>. OR DRYWALL SPACING H ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: Z' = 1'-0" -3/4 PLYW ON DECV --2x8 SYF AND N/ FRAM I � 2x4 DRAF' STOP 2x4 BLOCK C 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. G. TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 I STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING 0 1 /`\II% 11..#VIVJ 1 roxu I I%JIN VC 11_%IL`7 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) u PSON 10d x ECTION VIEW "H" SCALE: 1" = 1'-0" JUN VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 `0 4 CN N A4 M } x 4 LO e ®g 4 f O LO s a � srdie ' it a ,tea A04) Q A� a W , € ¢- O ' ;4 �s 0 W X 0 z Q AA�� nN E W > 0 0 di t'co W U O O` O rn zu��5, '(n W a: V 00 V V a a) W (� W uj Uj W p I— �Q O 0-1 z� WW 0 2�QpQ:xC') Z 0�0 Q Q U °0gZLLLL°Z_2°o�aQ WW9z0 00mz �-- �- O O Ot�0 (bL d>w W W w(n LL Q_QQ U _l Z QpWp�~�ZMWE325 Q O 0W 0 0QQW W O O N Z O F-- Fn (n O 0 M O Q u)z M co Q W Q 6-co QUQoo Z f- W Iz JC) O 1 I I 1 1 1* I =i I I 1 1 1 CD N a Y- 0 N 0 N 0 N 0 (V M CO W O 0] Q Q - N O I 1 I 1 1 1 z O O o 0 0 0 V/ > N M cf i i i COz z Q W O z 000 -1-0W G)O U U � 0 � 3.� o ow- gF-o Z d0�6- r� Q I_ W Q 'r^^-I W w 1 catw F- (V _ zoo W 0- QU ED ..M pZOO 2§ Q U gWLL z �z z �� U J 00 Z z z z WST W I,- -1ti 0 0 04 O > LAST PLOT DATE Z � ,J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD � 1.0 SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-06 8F12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B 8F8-1B 8F12-1B 8F16-1B 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 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 1 7547 8974 1 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 269E 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 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 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 1 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR t NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 1 548 950 1 1326 1609 1849 2047 19'4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR I 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 129 250 450 654 884 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 CA3T-*94W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-0B 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4' 4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 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 1 1825 3120 1 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 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^=-4R� � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-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 T-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 89 164" (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. 1 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^=-4494" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 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 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 41c^iT-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-IT 8F20-1T 8F24-IT 8F28-1T 8F32.1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 1 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 1 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 3607L3039 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 4498 929 1492 2093 2694 3295 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 4038 835 1340 1880 2419 2959 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4' (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1 1865 2204 2544 1T-4" (136") PRECAST 474 485 79815 1034 15 127215 151015 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13' 4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 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 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 1 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 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 CAST-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF101T 8RF141T 8RF181T 8RF22-1T 8RF261T 8RF301T 8RF6-2T 8RF10.2T 8RF14-2T 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 1 1960 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-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 T-6" (90") PRECAST 506 1 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 1 967 1 1462 1952 2442 1 2931 1 3421 9'-8" (116") PRECAST 395 491 1 93112 1301 15 1640 15 198015 2322 16 395 1 589 1 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS °a a > D > D `� o Q 090 b O O O o O O 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/OT 8F8-1 B 0 0 0 ° 4 > > eD eD p O � - eD 020 4 SF12-013 /11 D O O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT J BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D y',41-1/2 CLEAR C.M.U. U) U) X O a e = U O m N it 13- w V ~ w � e #5 REBAR AT o LU p o w a BOTTOM MIN. (1) OCQpo-Q_'Z REQ'D Q LL - J J J p - WO J W zQW 16 GAUGE - POWERS STEEL U r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D W�GROUT 1/2" CLEAR C.M.U. U Q 22 `�'EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING CTI.J PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH--i � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 10-1 z= C� O W z= c c 1ST FLOOR LINTEL PLAN (ELEVATION A' JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans review completed .and . ro e cq LO for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 00 AB 5In ; S1 't < a O a 8 C S e Li'± a � c0 i`i(t0 0 W fY Z Q _W L 'CID "q- > �M 0 Y/ ::) O U o O �o � Q •i/n, I' W Q:q �n a -o ❑ LLj uj W O I- WP W J W�E� O W Ur LL.I LUOQ Q2Q Q p �YZp z U)O I1 U 0 LL � O C� (Q Q�pQ=0��ZO�OOmnO�d;_ OO (n W W �w��QOJ OZ�w�ZOwFQOQzUd QpQQ� W2�OYQQ O� Z)Q(r LLQ O 1.- LL 0 O CV Z LL.I O �- iOO M O Q � M � Q W Q L�? Q >- Q 00 Z U i-- W J O Cfl I 1 I i, I I I O O N N N N N M o 0 0 0 0 N_ N N N N I� -1 M M c�- O � N O � O O N N 0 0 - o o I I ' Z O Wo 0 0 0 0 ; � N M 'i 6 M� Z Z O � W z W moo �Z � O ono � Z a N � zoo M � O ZOO � Z U aZw �Z Z �2 U o _o W Z Z W W J 0 0 LAST PLOT DATE � April 11, 2022 Z 4-' 0 STRUCTURAL DETAILS A 1ST FLOOR LINTEL PLAN (ELEVATION A' JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans review completed .and . ro e cq LO for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 00 AB 5In ; S1 't < a O a 8 C S e Li'± a � c0 i`i(t0 0 W fY Z Q _W L 'CID "q- > �M 0 Y/ ::) O U o O �o � Q •i/n, I' W Q:q �n a -o ❑ LLj uj W O I- WP W J W�E� O W Ur LL.I LUOQ Q2Q Q p �YZp z U)O I1 U 0 LL � O C� (Q Q�pQ=0��ZO�OOmnO�d;_ OO (n W W �w��QOJ OZ�w�ZOwFQOQzUd QpQQ� W2�OYQQ O� Z)Q(r LLQ O 1.- LL 0 O CV Z LL.I O �- iOO M O Q � M � Q W Q L�? Q >- Q 00 Z U i-- W J O Cfl I 1 I i, I I I O O N N N N N M o 0 0 0 0 N_ N N N N I� -1 M M c�- O � N O � O O N N 0 0 - o o I I ' Z O Wo 0 0 0 0 ; � N M 'i 6 M� Z Z O � W z W moo �Z � O ono � Z a N � zoo M � O ZOO � Z U aZw �Z Z �2 U o _o W Z Z W W J 0 0 LAST PLOT DATE � April 11, 2022 Z 4-' 0 STRUCTURAL DETAILS A 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 GRAVIY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#51 (2)#5U DETAIL'A' DFTAIL'B' DETAIL'C' (1)#5L (1)#SU DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-61 PRECAST 2 D4.5 WIRE 2 No.3 6740 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 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 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10' 6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 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" 12'-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'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (21 7/16 strand + N.R. 473 473 328 455 2 No.4 17 4" 16'-0" PRESTRESSED (2) No. 3 12J 7(strand + N.R. 357 357 254 352 2 No.4 (2) 17 4" 18'-0" PRESTRESSED (2) No. 3 121 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 711strand + 256 256 188 262 2 No. S (2) N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. + (2) 7�2' 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. N R 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITI OF#5 BAR AT S-SOUDLINTEL -1 rLOWERLINTELCAVITY [8x16-P-1 L/1 U1 NOMINALWIDTH� LQUANTITY OF ill BAR NOMINAL HEIGHT UPPER LINTEL CAVITY 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 (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4. WIRE 5 2 o. N 3 10 000 10000 1 0000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 NAY' 7-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 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 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 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" 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" &-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 1448 1766 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.S 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-V 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 1 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1291 1291 775 1270 No 4 1T 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +-4" 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1035 1035 478 936 No. 20'-0 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +" 961 961 446 872 2 No 5 21'-4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 720 720 366 716 No 5 strand + (2) 72) 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2J No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8x16-P-1L/II+U] NOMINALWIDTHJ `QUANTITY .1 #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIFE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 W-O" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4-8" 3'-4" 3-a' PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 51-8" N-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 H88 1267 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF 45 BAR AT S-SOUDLINTEL -1 rLOWERLINTELCAVRY [8xI Ij6-P-1 L/1 U] NOMINALWIDTHJ J LQUANTITY OF#5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY 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)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#SL (1)#5U DETAIL'E' DETAIL'F' DFTAIL'E' &'F' DETAIL'G' 2'-10" F-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" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 34' PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 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 3369 3369 C-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" 6'-4" 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 11'-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" 12'-8" PRECAST (2) No 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 9382 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 655 655 340 645 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 607 607 317 601 No.5 21'-4" 20'-0" PRESTRESSED 2 3 () No. (2) 7116 strand + 524 524 277 526 2 No.5 27-0" 20'-8" PRESTRESSED (2) No. 3 121 711strand + 488 488 260 493 2 No.5 (2) (2) 7strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) (2) No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL rLOW ER LINTEL CAVITY [8x] L/1IU] I6-P-1 NOMINAL WIDTH J NOMINAL HEIGHT `QUANTITY OF#S BAR UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" 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 (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (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 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'4" 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 1 6871 5482 6814 74" 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'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 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 11'4" 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" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 134" 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'-S" 13'-4 PRESTRESSED 2 O No. 3 (2) 7116 strand +" 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED O No. 3 2 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 1 T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No. 4 19'-4" 18'-0" PRESTRESSED 2 N3 () o. (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 2F-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 850 850 471 923 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 r DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY 8x16-P-1 L/ L1 U NOMINALWIDTHQUANTIfY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) 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 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 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. 31100 PSI GROUT (PLACED IN FIELD 2" 2„ 7 5/8" 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 LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" 00 7 5/8" 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)#5L (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 54" 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 6'4" 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" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8 1. 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 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-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 1 '-8" 0 PRECAST 2 I I No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-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 (2) 7116 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 2413 2413 1338 1974 (2) No. 4 (2) 7116 strand + 15'-4" 14'-0" PRESTRESSED 2 O No. 3 2199 2199 1219 1846 2 No.4 (2) 7/16 strand + 17'-4" 16-0" PRESTRESSED (2) No. 3 1698 1698 944 1546 2 No. 19'-4" 18' 0" PRESTRESSED 2 () No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 (2) 7strand + 20'-0" 18'-8" PRESTRESSED 2 O No. 3 1254 1254 702 1271 (2) (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 () No. 3 (2) 7116 strand + 1092 1092 614 1 167 2 No.5 (2) 7116 strand +2 22'-0" 20'-8" PRESTRESSED 2 O No. 3 1023 1023 576 1121 No. (2) 7strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 (2) 898 898 481 947 i :t j.f9� ;.�A. ;:�•1. ° ?LY•� : �ti ? : �t 1 DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" 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) U (0) L #5 111 U 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 1000D 4'-0' 2-8" 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" 1 3-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 1 9133 7835 8173 4'-8" 3'-4" 3'-a, 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 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 64" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 3 455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P PLAIN S-SOLID LINTEL/ r QUANTITY OW ER LINTEL CAVITY AT [8x16-P-1 L/ 1IU] ` NOMINALWIDTHy QUANTITY OF Ill BAR NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ -7 QUANTITY OF #5 BARAT S-SOLID LINTEL I r LOWER LINTEL CAVITY [8x1I6-P-1 L/l U] NOMINALWIDTHJ J L QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix20" 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) U (0) L #5 1 U 1 L 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 ]DODO 70000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 1D000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1D000 7552 10000 4'-4" 3'-0" 2'-B" 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'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 �i UNIT '2551' - 1ST FLOOR PLAN 1 /8" = 1'-0" 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(I)L SOLID #5(1)U(0L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 2'-0" PRECAST (2) 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" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" 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 #5 (') U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO'&'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-&' 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 100D0 4`4' 3'-0" 2'-F" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 N-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 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 6831 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 29961183 2844 TYPE DESIGNATION • "'' H7!,� J] L W a MR Iff DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION lilml- real�mrs°tr s [8XI6-P-IL`/IU1 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINALWIDTHj J `QUANTITYOF#5 BA NOMINAL HEIGHT UPPER LINTEL CAVIT JUN 1 1 2022 V TUAL REVIEW ASSIST Y rtual review Assist, Inc. ns Review completed d appr for, compliance with the 2020 FBC Edition by Debra Anne Klahr I SAFE WORKING LATERAL LOADS (PLF) 8" 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 4'4" Precast 858 2635 4-8" Precast 810 2459 64' 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 74" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13'-4" 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 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended ®® + F- Ft N NO 04 n. d11 J r f o ulO 5 ® @ 00 LO V f �f O v 0 t W z Q Ln a) L.0 E -0M o W 6- 70 C� CA z ���7C)__�M M A� E L W 2 O o rnrn Vl} 0r0 a)Q -C��Iq}4t .N lL C)- N N c EM o I� N I-= o. 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Approval Application Detail Z I ff AL IL adz 0 0 Amor 6111111111 s4a %wilor Ell or Dom oll %k peruling Um -0 CL Florida -he -4 Un Vill NALaIdim R-All TiRrimi C�orpodiracu cold 1112!]I�t ZdAml Ste'le son Lynd.n F Sonrindr, P F_ Ryon J it P E. validdired 2912= INA-Mma _Azal _51ii 071MZIM Ob'12?l 0712W2020 (D t; MuTivini 119 Brarclitilli 1) Gail u - 4 � ired by Florida Stattute 553.8-42 and As reclu r Z 'ease p r crIA ill I a Adm iniStrat-h* Code 9B-72, p- de the intbrmation and approval n=bers on building - - 11 -1 components It'sted below Cundri a�r., D SubdCalegory.SWriging Enancr D�Ammernl (Sued a4ij-76-18 PEI-OP (1)13) 7U7-5555 siospersonathairiatinu cc = cl 4-1:12'x 4- Y2`x2- I 0 they w-11 be utt".1.7ed on the cons til ti on project for which you are dapplivino for a crMinehill Nuthod! Reparl from a ptlot �410 Rup�rvd-m: Addrimi Fil in 0 0 'Back Ulm- 5uppitirt Will Pr 0 1M.,Y ho rut to 9__ 0 Category Subcategory Manufacturer Product Description Approva-1 Number(s) Test Pressures Exp. Date -1-90 I 1 Ideturbaror Name _LT Farrclas�-Eodsmoufi Product Deganotion Onto Nominal 660s$ &qI.rnpac�&quv( Opaque 12_131t2l In HVd outside 14VHZ Resignart Prcda�_m Yes i yes yes CCZ Criposft EOec FilaFri Ski& Door i .. X conimu.nnill 0 Cu 0 > Right0rackeu-66aug P 1. EXTERIOR DOORS 3 b ru RtEr_Cudass,� Rnd Sired Ri c TIIOrru-Tru riker-Clal and Sid Stair Mom. Elpque, 12131 *M2 Coongmte Edge FibuilialaseSingle Ddieurl sq= OX ., OxO configuall "On"Irel 641 kusIm;bndr&qwd Opaque 12511l2= Yes Vdes Yet Ticed Yell r0d (3) U) Ill 0 LU (70 q ill SWINGING Th e rrn a Tr u Fiber-alassic and Sm ocith-Star IINON-11NIPACT) +67 psif FL2104611 I.OrSwI67�0 t 1 21022 1 (TYP-) Th e rm a Tr t; �jber-Classjc and S'mooth-Star (IMPACT, FL2041,068 _Ia67.0drr�-67_0 psf 1 Z-1 1 41 '312022 Corapodarbp Edge F bel Dou We Eld>, Reth or cr) < 4 d T-=n0,ffj Filirarclaasc Are Sulin ildr-stal, 12,13 1 l Compoodite, Edge Fiberglass Eidnigle Dwr yes Yes Yes i Therm aTru ibe-r-Classic An Smooth -Star (IMPACT) F11-210470 + 80 � 0/-8 121/31120292 914 Scillf-Dillindiii 5 e.-Ther-, TnjiRECA-cand-Struclud I M I QU22 Composite Edge Roinglasr, Surpla Door with Seal XO. OX or OXTO configurationslI yes ves yos WA B S DING N41 Winclows and Doors Iseries 420 15332.1 F 15332 5 1 +40,0- 40.0 psf FL - , IZ/31 E les -1 205� 4114/2026 6 f- Thermal Foer-Ciasar- and Smoddill Nominall MKS 0 Opaque 1MI M,22 Trial yes yes NIA PGT n 57 Se 5� 0 NOA 2 -02 013 i-3 +3&7� 8=7 psf Composite Edge Fibill Dou like D"With of Au"r Unit 60til ESj-di C� SECTIONAL Wayne -Dalton Series 80001810018200 #1 1105:48X7) U E-4 i.3 31.0fil psf '12/31 12023 T g- T-i mi Firer-Claill SS01 EMOOM-��tor coing-hol, ii iMMM '1'es yea yea N"T, WA-h;TrS (Typie-At I li n, firnind a K Tburni Mer, Caw-, and smeoru�&w Composirl Edge Piteol anoe Soil flnisuirWOudevel, X ".riftunril %minal M92ii 8 &quMImpeor" Gl�ed 12131121 Compail Edge Fibenistue Sy9die Door Wth Solobvis) (InworedOutawil Six or OX0 Yes Ye5 yer I'M 4 Wayne -Dalton 'Sleres, 8000/81:00/8200 #1123 (16,X7) . RE FL824&10 +30d,01-33.5 psf 1 12/31/2023 . . ...... .. . Fmnt Crol Support Wayne-Dafton 8410018200 #1 A 514 16 X-7 Serl-s 8000/, F L821448.1 1 +34.41-38�3 nsf - 1202-3 IZ/31, 9 1 71ni-o-Tru Frbes�Cil wa Smocifl-Star configurations) Nominal 6W39t9quarrImpactiquot Glazed 1Z"ll M-22 Yea Ye, vess P44 Sell Locking Nlu,- Y be cut to W) Cempordift Edge Fit"l-a Do. bill Di Wth or 4ul Sureftere XX or OXXO Left Bradiet 16 Gla t; up" 00 4 SWDAltl 5m virl lkraLkedl & 10 1 71inemo-Tru File-Claselc ul SmoothZER Gill Zsil GC22 Composite Efte Door Y" Yea yes WA M TA L D LO UVE RE DDRS 7 Jr -airs of Doors �Curries DNsIon of AADG, Inn- 2 1 734 T, and 47 ngle, I F1 115 -25 7. 1 N JIA (see inst sM) t3l,'2025 12' �mi Back r ois Support Inta A. i Lnit RMom Sill il k Tbuirxi-Tnu Eber-Clasun and Smaorti-Star Nurodi U#1 Glezed 121.3 1 Q022 yes Yes Yes; rVA Z eA Fall -ide for indruddericani Carriposhe Edge Fdbarglaoi& Singe, Dol -4th adefite(s) arawngfoumeding, XO, Ox or r_'x0 dw -S 12 1 configurations) Glued imlaU22 Coripmle Edge Flihi Dou D= ye4, yei, Yes NfA lidi ddd,5:A3o lid wd in did 1: did i'll, �T i ill ini id, 1 0`1 R-Siddred %cal 0re"ing REduhic =24 IRS uill d di ki li i ]I lddd:,� r� R,E L� urion "TERS 1 � rl) T nerri Filxr-rol 2 M 5trOM-Aild de, "" o uithout sidolures (Irombiltdtoutturil XX or O)O�O configurations.) Nonnooda, 1 Sri I rZier- coiddrun 6&# ta E,%Ie Feurgli 5linple, Door Reth Yes yes Yes NOR A SINGLE HUNG MI Windioltil and Doors !Seidiles 1885 F L1 74999-2 +60�01-60�0 ps:f -0 10"&2, 23 PGT 00 FL239�2 N/A 7/30/2025 14 in ThdarraJ. F.--- -r-Al EEJ Smooth.-nin, jr-minwSubmwis; X0. OX or OXO otordlipuratior* Nodural diliquothyloactdiltdill Oplaquis 2FTI Yes Yels yes WA Z B. HORIZONTAL SLIDER MI Windovirs- and Doors ;eeri�s 1&3 *rs F LJ 5"i %5 1 P 2-116(2024 _qp:a Ce nuaddsite, I Fiberglass Double Door with �Auoderl-haraotgdf Florda Department of Bu*il 4 Prollmdomill Regulation Building Coder drag. I ur I _sf 16 a Tinumna,Tru Fflatiddr-i and Smooth-buer 0)Q(0�fl%uadl Norni 8"zi i5quot Impad&QUor Grequo 103112=1 cQueoulte Eul ribleglur Sirl Door Mm yei Yy4*_ IM C. FIXED MI Windows and Doors Series 185, F: '15 -13 4 9. 1 +60.1GI-60,0 psf 413122023 and Starididards Product Approval Application Detail 1211N=1 to p Tnerve-TriuRner-ClianicWdsireenTilh-so�T NCRIM41840�- 0 &quo(Imp-li4qual; (Diroquied ZI31 r2 Q2� Cz posite Edge Fiberglass Double D= uth m Yes yes Yes NYA Uj P G'T Z:i e Of le s 5A 5 2 0 L24 r 0 NIA 4/3a"42025 fLiel - I I --- - - . --- - 0, M ULLION I'vil W ndolowl and Doors - - ' er-es5764 F L1 5_353.2 1WA -4 12131 - 1202 17 q Nom�nall Manes Cl i 2n I =2 Y. Y_ r1i i Mae ym�vx ARI-tion 20"1 Sil VVA PWE:1�. I- Coal L Wakll ts"121 Mail W-be Gharn --,F Id PZ L.1de rd-iltrt P E W2020 12MIY2020 IMPlaumM &Aqm fum 1 20 Apr -di 18 r Thdiumal anij Orel Pop Sirl Door (finsTm.-irglOutwiric; X wnrQuirail NominaJ6&#��L.Baquxt4oR.lmp,.y.t,%q^ 0i l2iti T 112D22 Composte El Fiberglass 9jnl;�- lbor witnid Y" Yes NO KrA Pl Z :tv e: 6 em s 5 5-0 0, 171-261, 1 N/A 9 26Q026 cal000l 5R.-Al --Is (i 441-836a PS-757-� 8 (334) 2f-U-1 500 adahal uc, ox - (TA Z) soccatirsory pl utrom-C 0. a R..n of ira.,mmuri-ild E� OTHER 0onfigmisintions) N..Tech."-, TO s, Thur m-Tro aid Sernotirl Nominal 601 &qworNoId-IndparAquA Opaque I MI 12=- You yes No ri E-11- F-Eb- R�t� - � F�UuU Reogell Mdrenourcra Uul FEl Composite Edge Fiberglass Ljoll Doo.-um, or vidthoult or Q)LAQ F7-A-unal Erl 20 t Thca�-Tdru Fibi Are Smi -Star oallume IMIQ022 compiced EW. Filuirwo- Sdriddle i yes ytm No WA 3. PANIEL WAI.Ii ANY -.tagtlmL otuntft in di 1. =!!.1i in 540 510 CE-1 Meufid- i dVand.hen V-,t 21111202-1 Yea IN �'A .10fNIIN cil I James Hardie Building Prod, Cemplank Lap Siding -and Har IF-ap Siding FL131921 - R_13194Z2 Kill I 2_:: 31 202 '- 21 r-u-T,,i F�b--Q ..0 Sn,ZhG Nad-.9 3&dl didqt NLn,p.-A6l Opaq- U�r`IiI2=2 Y- Y.. No WA Composite Edgc Full Singlie Sell SIMill Grow-nilloutF.0a; )i OX or Ol A. SIDING 2 3 snTarill*n slorm:41-WO-eli 8 wdardYodn� 1 01540 5W Nw 7.0s. i , I'd "'wol Vent 21111 r, 021 3 Y" nnsulal ROW Y'll I MMQ3 yeadi Y.s Yes NIA I`0W IN B SOFFI TIS Alside . . ..... . Sofil 'd and Vented Vinvil Soffit FL15 72.1 F' 152712 +75.01-7 5 0 psf 1 2Y3 1 120230 22 confinivingti l2al)-Zi Compil Eckjo Fillserglill Double Orcol-With or yeded Y_ P40 141A 4 sm 1 Z1311=21 YEi *Y l N� 110i without YX or 10)0(0 I Si-envoet V.-e-M-1f,46M4 ..'et Modw el 64(r 570 il d:��ge O� FdoFd%4nt imirm Reed Apall Inder0gri Flood lua I a, � I 12 � 21 Yes -4 -A TIVA Yet w T�donrrrw-Try fileCla� aH Styroath-Star N; rrl efft3V B 3q u9ti Glazed Yl Y as W_ i I �h A:p' a Aluminum, Im -3ofid and )Tliented Aluminum Soffit 544 R5 "16- +5A.21-541 psf. 71310,1202-4 S&n.CC G.l Door liel ed WA WA I re-riaQuiri X coryligurabord) C� OTHER 24 Trie-n-Til Rc-OaTill �Rcl Smocith-Stal Nominal SWil &QuotKID"Inninaci Glaal 121i 'Yes 'Yes No WA ccripose. Elgia Flitir9lass Single Door vidim - Xo tox a oxio _F_ 25 y TI.- �Tdru E-Q.- and Smoolhis cmDfiruranlil Nominal Siouan 12SIM22 Yes Y- No edA Florida Department Of Burini & Professional Regulation Buildl Codes and Standards Composite Edge Fiberplial Double Dore Wth r ,rithout Staid urenmrVOutRal XX or OXAO 4. ROOFING PRODUCTS �r� 7- Theirst Tm Fdaer�Utl aid Brintiath�-Mur Nol arerl Greeed 1121311r2012 ),a& Yes N11 rold' k ASPli LT SHINGLES GAF 135 -rabd Dimensional F-001124.4 MIA 12. 16IM22 Product Approval ApplICAt" Detail Compowle EMe Fib"ll Sirgle Dood, X conrliguratiod 27 za Thedrimi Fur-*431tll aN rkirroorr-Ear Nominal i AavotNor�lrnpacl&our-t QWed imir= C�mnriat* EJl Fib"imu Snglds Dodir,,uh Yes yes Ne W.A B_ UNDERLAYMENTS Tamlli (for Shingle Roofi 151b Felt Underlavnient FLI 2 W2 8 Ni ar- 1 2 6i '2023 - Sider li ') X0, OX or OXO isaft 11121 videni R*mNm 2020 Meng"Aaarill D-e w1al cartel uaw&l�lpw%*p Validated Dy MAW" salall ZS� R i Lc&,e B�rvdlwd p E asnom210 ORMOM20 V" �w &QMW lidFuM Ad" 00 d "I 3� I EM I W SIX W Awadad 28 & p-�rrl and i5moulth-Ster wnfyjurdrliords�, Norrinal 8&AW,0 Aquothio, ingw4wat Glaa ed 1201 Curnposte Edge Soul Door Will r yes Y�. N&I Plyglass USA. Inc (for Tile Roo-;r-. �PIOLI_YSTICK TU MAX _59 NIA F L 5 25. 12-/23 202-3 1 �;:Weaod Floc,41i loQ45 lo" i'll I134l Sol wthidut Snetil )l OXX0 C. R,OOFiNG FASTENEERS NOT US EID 'i Retail jh_�_Qdelomad cmileter" MIhqd; F-Oluation Relpoft Ton R 'nod"I 01 di Lconsad Florldom Rodrati D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents Fi-,16918.1 - F2 16918.4 9/9/2026 PUPIM-esecarill Florida Metal Products, Inc V e nt RNII 0 FL21580�3 Mirk 12/3112024 Quality "1 wy�Q Aardro"410i I D-S! MOO R-fill synkii- 1 011 111i SEE 15Nl 13MO 1756 auC2,10S, 12nirirn Yes Qed QZAAI= N. Florida Department of Business Professional Regulation Building Codes and -Standards I%* I d2 Lomanco, Inc 'DA-4 Exahustl Vent FIL 202 -1 1 +97. S/Till 17-ff m 12110 2025 A-- psf I if E. ROOFING'11LES Boral Tile Ila 900 F-L7849.d"`d`7`- FL7849 28 1 N/A -42/31/202-0 Product Approval Application Dell -mill 11 M or M Patt Qzlr_�Oadtl vat Boral Tile �Saxony 900 FI_7849�116 - F'L_71849,210 N/A 213112025 Florida Department of Business & Professional Regulation Elul Idtng Gi and Starde Its, pel 2 a 112 I&M V- PaRuord 20M Reallarrudgir W W.6rus .. DRers CDO40 t-rcrimar A LiTwill vallow-A gintaill Luis Rol 1.0111AS sleveri M Ord PE VA"daiRld SMOMIM04 F i Fennel Alooll a - 1001100i AmadQ020 Mimi 12AV.010 Anil 175 DMC 100NS, DMC 15OSS. DMIC S� DMC <�.Edbl rVErc- D". (?t?l 21551M() FE-M14 f717�31?,W4 Product Approval Application Detail F. META ROOF Di Metals, inc I-100S, DMC FL`17679� +01-180 12/31/202'5 Covelud: I laul Eddi R�lpodn t- . pro-ol 17, je.- 'emend panuill Thffnrl Corpordalon Eritill or Meet ear & License Volsad- U y-All'-steg earn, lf�g Ins W Date lotirldina NMI F15CMena Aperic Mew 11 Funal III out N. am Pill I- V" Iffarw In opull Hm Emrpil 5. SHUTT -ERS 0 adiesory: Exterior Doors Ste"a jaspe's" i F SLhill RE Ryan J King F E 04111IM21 12PIF2020 �60:t S4414 ML 04f12rr0.1i 0&13&42�21 All SE RIES 420 AL UNINU M �"W DwAllift W&VA CADdlifti QW0 SE RIll 420 Al-ijil M SGID ON 0 2 � 3 1 r2L I r, 4 Yl No WA Uor-artegiory: S�l Exterior SourA45resibld Candplancefidurtmad' P-1-tonFer-r-ti 5ja*Persoreiinff�EW.co k STORM PANELS Global Protec.,on Produwts !Galvanized Steel Storm Panels FLI 5076. F 150 6.2 NIA 122/3112022 2 SIFRIPS420AILLMNUMSSO SERli " ALWANU M SrtD OX NO, XX 12ninli NO. WA F1.,d8,RT,9dnmTe,d Archildi or a, L,Salu�&J Ed- r�,Ddlas dodim, 15nj�run_, 3 SE R�Eu 454ALUENAU ITT 5rU RONFOl warquar'"tount; 04ON-Rill N FORCED DXO IZOMl No Yet "ji MA L All Amed:e_-an .13huft-ors S& GI-mSS G a I va in i.,,-ed Steel Stor M Panels F-1-1 7869� 1 N/A 12/3 112022 FLA1254"SPERI-1. S ES4 Al , U `0 E 0 d I, , 4 I)KNUM. ir 1 4 NO et, M IVA !itmiltal Qual Adnenina "Ai for U" ammysid 12f jejetrill Daki -2tralurt; lasacwto 0 rodumat. F dind'atral Data is Ell-"V atuatig ri -WRIES 420ALLMAl SW R1010FORCED SERIFS 4213 ALUMNill SOD RE�01F()Fdl 12f3i/2024 No y. No TVA wd Srrocd��,Srar Nominal MAl " wpoedquoin 015al i2i3l=, t 4-1 Y OR YES WA 6. STRUCTURAL .ft.. 2 r, Trmind Fid d�WSRX_ And SriRSE, Sur it nwroQue�'a� x otonfigSlatioll td�rrinitr sae-ldEa Opaque I2n1'2(Q2 IM Yes TWA C�umpd.psile EeQe FibeIgiraEss Sird il YAh I :p CON111 ONENTS T rwma-Tv Fdtder-::�a�_� no Sn 6d,cl ([��VTDUMEN, XO. Oxw SIX0 contgunall- Nominal ftlEdi &qudntITrdpacMqLRS cruquil 12,11r2--:2 W, yes Y� A. WOOD CONNECTORS.- USP Structural Conn, see c 05mil Edge Filiteral-.5 Cdouble D-rdemith or -art Florida Npartment of Suainew Professional Regulation ill I al E �dueuitsddl Building Codes Stardards 4 d -So n7r. riber-r-li and Nominal B&OSE0 &juGtlmparR&,e.E 73pq.0 tml)2= No Yet, YES WE ANCHOR'S Simpson Strong-Te see chart ard Cbmi te Eddi Fibargial Single �f Product Approval Application Detail (D B, 'TRUSS PLATES ITW Building Caryiponents IA:Ipine Truss Plates F "111 999.1 � FL 1999,,4 NIA 12/3 1 12,024 C-dompostic Etc Fiberglass SNle Dw �Ah Sclelial 11AraASU&,4l XO, OX- OX0 ol ral Ne"Intl 6&0:4) 2� Yes YE, MiTek Industries, Inc. I Plates FL219971 - FL 197�5 N/A __ 1213 1120 22 Ira contal radium A knirrm VNIAll as DU au no amans 2aft Vail subrnftd Tocamm3m AnertIvird EWA Q-positoEogaRbeiS" Doubde,.Cvoru�iiof RW*l 2NN D.di li j,di F 8"ll, nTil P -Ron, P F IrYll"Ir'20 0w2w1fliN 1L)r_V20_x) Iul5rrj�,i "j�rTwid"I "emout Sideftil or OXM, C ENGINEERED UMBER Weyerhaeuser im Board, 121,1L PSL_ LSL F L6 5 22 7. 1 - FL6527 3-131/2023 3�r) 6 1 5 4)821. 7 9, Til Trip Fdt�dr,Cfil end[ Sn=dl Nurl 6&.V_3dilis OdmNi Ill. C.drdmcateEopeFib"Ims Sirddd�lrd Door )'as D, MA TERIA L Cast-Criate Corp. High Strength Concrete Lintels F0581 NI/ A -5 A. 1/2,022 calodul S41-Ful 4til edr Cornvllercewadteod� rLeaulk- P.Part (irciii, 9 end 8 t.. Th.mi --Slill �d 8nenori.sl X -fig-i Nurnildrull 13&--�ie &FUot1moaCt&qUEt O�fl 12f3l No Sideltil yes Uetinudirardo > C) Commercial Concrete Products, inc 'High Strength Concrete Lintels F117 74 N/A 5125,12024 I; T-h-dridi F�Idl end Smic-od-Stair Nominal itidi &quRQrrpeet&quurl; Gued 12131=22 NO Yee Yes `411A 2pary &IMEEM ileadal for Vall ARGIglow rat 1ho Miller 02912 i Cdcndposrx-E,%uFib"1�-5 DordbleDour wth n- &maw ot liulytion me Ill HV11Z 0192141: H 91staunt bIrstarre > �rdmnol. SAOrtel [IrdidarninaicirunwAl �O(dcr OXXC 3 al (vidi I 4"� hild haddi steel 1213IM2! NO Yet _1311 Cri-35AI) To I --ned,ma-Tru Fider-C405"IG and SurooLn-Stv r4orri all B&TIrStro 8,qurul riuctiScidurt saudid 11-131 r=". No Carnpasite Edge Fiborgi Single D yes YEA NSd 10 Availl 1051 avaratie In top No Yeld ddF3 �Wl x 0 W-P.r%voll 11 Ill Ill Man 146M i lddeltlht� diming 12411$102" No yes yeS -34 40d 30 11 V 71wria 'rr u P[bar-d-Miule and Smaryth Star Narrinal Mel Cilwad I2r31f11cZ2 No InEreposit Edge I'll derl; Ila" Single Deal Von yes Y_ MIA in IV or Invaindideur %tchor, "licild ii rnaui rsOTARTR rRil, XO QX or OXO ocrifiguratuarea The products listed below did not demonstrate product appro4 at plan reiiiiiew. I understand that at the time of inspection of these products, the following information must be 12 ard %Ourdal a&-- m9i aquotl mroducts ri Gul I " rleg2 P40 Cambodia Ideme Filwn1lam Dou" Dow 00 or Yes Yes �VS` XXrrr0XXd0 available to the Inspector on'the jobbsite, 1) copy of the product approval- 2) ill Mub-Claal Rd Smoad_-�R, Norildrual di &qudnmc�&qu cloud Mardian 1213 VN22 rill r3oirh Compoete, Edge Fiberglass Surgil Dw Yale We Florkla Departimill of Business Proltmional Regulation Pear I or 0 14 q rerrna�'rr. Feullir-c1l. all J Star Son SM W-MB ii4quedul-r-cMituat -�dazded Nbidard I V31 QOZ2 �Erl COMPOlue Edge FlIeRgaM Sur0e OW 11dh nedildriloldlei0pers Abri(s)(Ins-rioroutinui yes 'i '4!A Building Codes and Standards PrDl Approval Appeation Deal I F002 i T-rmil Fnoer-Cias_�o and Smoeh-gi Il-rommal 68MAdLquid 11pratilloluat Glued Molded 124"I'll2022, 140 operd composite Edge FeEsial DoubT. Dow Yet (D Wild, inf witriout Mi hlold,�d Open Sideires ...... U) Id p, The- -t Fdbnr,,C-b -d Smdcoth�81a, XX W OXKO cerrifig-dratacrot) -in.1 6S, ",,A Opaque i2ni r2cj�_, No Y.. r� c- & Zra-d Y11I ZMHEZMM early: or sm dill. a. -pat are Vital villmril FM Maxiii & 211111511 M Counted Ecilte F�tdw;�ei Single Low with Thoicad OR- E� , i Sidehau�) 11rdwinlIC ing, X01, OX or C9.0 cenfig.Rrhens) R&M-M SUN C-1raDetsul �,sysil Exellor orders Tan, Rdinh�, Ul ie4-ZbT� Vn0r�� 0W 111dido IMF= Uri Perri En 17 7 rilb-Cie.- -;r.1 osi &q_� W-tiI Cornpovitte Edge Filheriharts Doul Did wild oi i %4trd4t: Stated Melded Open Sidelide. Y subdatedory., E-al Dood Conponerri Coo0larind, Method: CWMIV�w IlwX or Lefing < "n;I,UutES*ra xxoroxxio ow-Noull PLC 15NAR Trujuk Quallor Asuraill Anonreldfol Approved Tor i kruall clislar 4 1�4 ML-- -71 nd 84751idgle Slid Piall d m1rial D Purall Dnkft dill GJal W Lwvened TIndo and rd of Mlntil how md ru�. In HVW 0.1wi H*9 R-ktdird Find in Y" fas i APPLICANT SIGNATURE 10A Tit JUN I I ZUZZ Florida Departrid of Busirl & Praradlislonal Ringwiladian Building Codes and StarxEl PAV I f 1 0 4 1 1 � = Product Appfloval Application Detall VIRTUAL REVIEW ASSIST taxidu C-epartrmucet of eu5iineur & Proh-emional Regulation < virtual Review Assist, Inc. Building Oodes int; Standards I USE= (D Early - sr I= Qgw Eaft I Arid no Plans Review Completed and rove Product Approval Application Details Not Version xamifill I vall"i all Vffl_jR1ed Mail MAIT014 AAM lill with the 2020 FB C 7th P�A.dcd, 2020 ll liduti SLF-141l &�trdg Eul Ir- JEE M.olkoild'd seco - CPR i "T4 D.M 10 - %b-11 1 iilem2o Ell apes c 1/2".10 Apipdror*a for compillance by Debra Anne Klahr P X2300 am ul U."fal Errand. 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Alogialed SuillnDW FPC Agpil IlInlio "a"nMZo, CiA08621025 I mona- - Assro2W AWO I 111i,"20,10 A;�Driivet ^ N 9241 Dam Date 911k PAI-e Mptma C�.Wa R',jr,"Wi I - _ ---Wi '�'� 00"a"I"K5 Pr�51242 01 I `� 317- 54 I Cd-sn,y Q.da',� (Rol � -m'64sl 5-4--' � ,G - ��--r--T Capioirry-r '-2J�utwt (0-54) Wr) 750 PLE 44)97 (W41 772,5224 %-Li I-slomw � _Npe YEAND Manutacturer Contact 2020 -Paw-<K faginkat & Afitated By Lis---- , M190i'lild �!JhWIUW EgaMU9, 812DE01lild Approved I &2WWO 10122r,1020 FEC 11-211542020 S.i,,CAQqFrr- i , I ,I, Aria A-'---� - FFA ifio�l��j�Ml��er�i����,eRac,�'lw�l,��l.�,y�,��m,T nanwuili[C-�--- I �;a'DA.9dri, k-Fn',NTfldt C-pli-PAMtl.�'L�0-.IR4.1a�l'�I.L. 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NI/ i lorrivolow Poefuns,ii"nrits rpislinis uroldrdoinini'do 1W-1,'2v`-1 tk -Yes "Ok 44441J]422-15 I sdatas-, Foot Jnd--ddsdspi*: P Fa 1 1 s "par is for F SO t 2'2342 0 2 3 Yes No ' W-11 � �" e" % U L�Ffjvj=Ur ne, os 4 rdi ed; 4-m ad %I w m HvHZ jui-Iisdiidims� -WA I N---A 4 > �' Polostri- RIFisfundellav'nanift,ftar 1-4VHZ� Poinios" 'pra LifforporiF enoksif = sn TZ-4ti N a Yee, UA - AlAr" 0 '-� --- Plans Review completed and approved (Z I 1 FQ�Ypias� as��f �jsffi i 'orl-ilif-FIZ !"FFM-!'"-�. rF,NcqiFFmsS noEt, unvair�prrnuavifvr use In F5CIV21-2,0M " e % hc MID trA . _ JIUltion Fhtrklai Deparpnein � of A usIness & lonifessarinal qeq I-� F1 - Florida OFFiraditini" at ELminoss & Prol'aa%gronal Regoapior, ii 1 "r I Forion Deps rtisdard of Bu--ireass & Prof � I 1 ='"'WITOance with the 2020 FBC 7th""= " ". 0 ",- ,nF'.TAr � � it'sr""S W14, tjOwlabors HI.II Gaides ancl Standarois I-A�nL Be' drn; Ccalas and -Standards 19"C1,1 Ekal Idin Coal and � by WMI > O- 2 Prtyipask pqi�Ff ij�jvprLm,spp, -',naF+jV1Z Folyti;,41 rrrrorundFcrJoiriJo-Np,ssrFjse- in IM-W200 N� le, r ,-,It -1`01,M=4 Prodmi Approval Application Detail Prook" Approval Application Detall PT aduct Apprni ,adApP,r,,fi,EMXion Debra Anne Klahr PX2300 F8C I-, or, -i'dilmlZ juAsidiraltiwat 0- I I PaII'dirarl Rnnr0n&d2yrru�nts (H"JH7) in�AyeAqq ILI W5f UNd�I1AYJTI#rIt'A frar Ll�. 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AOOW*& S6 :3 I - . . . . ils-- ��Fiift FECrinni-Ir4`01Z uddndrre� Gonaphani Moloidi Evaluai Pirpoa-r Incrina r. Wflo � ,,n IF I I . �- I, W 49 n od -. E-r,A FF W M R �- , -'. � 7 n, � n- T-h-Appy FZ�V'Iaroaoudis:: EnawAlm RN,PDn --mm -0 rior R snWe r, ,f4a Prof= L�,�e �,Arnhftotlo, 8 LvonsW I, ; are, FFT-, It &rn- Eroltf o F!,o;'L!.R"i-b-LjArFFtN1F-T� . 1 k"-d FiDddan F"F,tn-'m-r' &' . ,11000"'4111111, 0 rwj Tili emdub L,H1PM0KLEn.d&I o- L.ML. L- §1-09-9 MAV-Et MAGNILAA M §K-KNing � nij,.=�Mgraqou AEwtl��Z-"WU'--L AsymtsdIFF,rLast ftLUM Rmssft-tl- QR!1RaBFJs5FnA!ii9jRffI4 �!�LffoI4 94mlant-Hyliz IM&---, ft--Ia!e.ro 2--d I f�Ioi�r�w'- scs 4 I 1,dii NoAll-treiM s, -wax �n"J "L -�"IAI.-4-Auldw ""dron,atin III &..p "q asiddis X- Adaaawall ea a_� ei'ditaI P'le-brilt atts�� Q�fait&.Kae =iomt "in W. 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C iiYF�k u t� �v 7-ji, 0 M `�� Zl iiii L" PDPA Q146--ralw1w latwtm"d � 2 < se) � 7)i&:S, S� a 1711 !F- I E�C � :Is 541 D 5a. 0 1 SS 5A fc, i A�n t 1�� F �Nti A POPA 4, P,-,P A $,47. 4 P 0 Z-fi�� K ti'N �Rui t4 0TORil Pi- - ji .1 asitirfil". odro %Wd% =,a atbrum _j I &FDAz- 55�ULIIP, $MD� Y 7' P1['0l fiF; P5V. 1� �a K, F%C� I I ��Pk nm in 1! 1, 40j,"T sliIii Jai RP 1 4witigels A R, March 15, 2022 SHEET PA 1,2 NO. 11., (3) 0 > 0 0 FG,T lndustrie�,� lxic� Q_ FRODUCT SEC-11 0 2 Cis - 211 (`YF :kCCrPTAN-CE:EV1D NCESILTBAHTTLD NOTIC-E C �i _E NOTICY (IF �LCCEPTATIN7C E.- EVIDENCY- -0 D_ DEPAYTANENTOF REGULATOR-Y-4-NDECON"GMIC RESOURCES iii Nfaisx- Fo`__ 23z�=s__"- CFOFA�__ PTANCI.EVIDENCESUBMTTED XOTI I BOARDAIN-D CODE ADULNESTER ATIONDIVISION 7`s� IL 5�- 0 F 171d) 3 1 i_icsR i s_N _0A U, QUALITY ASSU&kN CIE C) U) NOTICE0 ACC'EF`T.AN7CEiNi F I Is Evidence submitted under pre = A. DFUNUNGS & TEST S (Iii tittued) I - IN Dwde` Depart of Re-gulaioriaud Ecisaantic Resoinces (KM Q) -0 PGT Industriks, In�c. 10 70'1 eCiajqjetg� D.-k-et a I Mat &, furi die draiwingsandsectic- rUn u Test revi on 11 Air Infilusassin Tcst�pn-`C-, 20 2�N - - - ----a4 C__ 0 0 0 North Virake, FL 342 75 iSlibinifted nuder.V0.4-Vo. 11-0107704) Pred-sure Test.,Pff FB-C- TAS 12ijl E. UNTERLALL CERTUTCATIONS LL_ D N-o MD-94-0.6_ titled 1V a lsoissNOA fUlf, �U! 3 � MitexR -ance Test., per FBC. TAS 204 1= Niiattrcce of AccepranceN.-ro. 15-0-52814 isic to Vision Extntsion isnant fbf theit .0 0 r--- N0A11' bi�,%Zxgissued uIra-iff the ew-A-t-i ffi-E UA�e thr M72, prep by niant aisnm� darred's 5 with isrsisinn A dated "NAlifte Rigid PVC Exter1i ExtrusionsforW'indows and Doors"'. dated 0&,,'l 31 M C) > U) 7:3 0 C Asectii aw srale d, b: LY.-UnIAMer. P.- -C T o 2d� a-4 J-1-- L oit ed. MIF-, Ter FB 15 5 - 4 e:% iiine on 09M.,M (a) ed mv -rFBC- !A�S Lunioudi f or t NE lIeNeUr de C lsim-n Prisituat Cats- brsalSkc B. MTS ki along %�Tith ulaxki draw gp and zi� allatiou, d iagtaiu of I &E ing iss door- prepmed 1000 Tan,202 and lighter Shades (Non-Allite RigidPVC Exti Eln-usions for Cz < — U) (In )vLaini'Dade Cc a rtheAHJim ittaisoth'intilai Dade Collulis`i T-C _e rove t h e 1, 1 gla t C h -1 e h I 1'est E S 0 'D Ui '�'ta ic 244 I 1�st xporroa i J, iffenn. S at Air Fa F W. 'EAS - - bl"rFeaestration TeSItifte Lab- Iiiii Test Na FTL 8549, 'ared -1 1 6 and 'si 0) NNfirilowl- and Dooi-,". dated 121,08;16� exip s on 12L79i L pprzidutt or ars!Rnw Teged fm qmi exinam e 4"IL 14'11'10roduat - mawid I 1Wpaof6rm, aiisc�apred - - - 2 -,!-aA L s �Nffisne hupac 1 Iasi Pff FBI Ti eill��7 �r_t � bLTa-1---n-- - - �aqted sea. alms� Onega st ft-pi revised on 12;04fl� wid 021 *1 V116`� , " - Ef Acceptantat No- 15-4318.15 isstied to Vision EW L Not inined for liter ree o aousi-_ i T � the mamd it dur er win M is zif To CA xpefs�,,*, 10 su ch tie itingaad the AMU Tutor ii ediatelyrevoke viodify-ol 5iispetad the use of theirjuxisdii RERMs'elves tile -nahtt-c- tavolse this 31 Cyche Wind Presstve Loadingpef FBC. TAS 03; 4- -1-4-tini a icin diacyaril -.1ana t: i a -lip atiox, �o` Mi3a 1,iIi M_T� d(WI 'ot o '114, 6 Test re-porkon 1) Air iltrari Test- r I p1re T st- off FBC� TAg� A -Brown Coated (I'ainted or Lanitnated) Nkllite Rigid PVC Exte I , Extrusions for 09 lMindoxvc and Dot 9 ii eptanee" if' it isdeteraita-ted by NfiannI)odeCouisty Produs t Cistard Section that thv" �Ilodtiii or Materou fa IP�i to el the it ireassoos iO die bm- Testirq Lib- Jaic_ Test Revolt No- fn, 8-17, t41j;ed 1, 2,,'OT'l 5,1 signed -mid T 3 Vi F 1&v, iiinr FBC- � TA�s 2" "-ol 4 Notr_ cifilcceptanceNcii 711 A 2 issued to ENE RGI Ftelestiration ions USA me ieq -f apph, cable co,Ae� Thiz,produt-tisav rnn;s!:aA1,escti1*dheva_ ii� =0 has been ZuSisaed to coatai� iii w,ef-10111daBuAdas Code- 5el;d b 1F.Jahlis rqyorT revised el 02`�Ai� 1 rJ' - Ortega, P EF Jest on 02115: 16 an -- = 11 Lime. T asus!Te, perFB(_-.-_ 1 0 1 -94 la tat Ri PVC Extel-10-1- Inc . for tileir "TA N 3 040a n d Lighter Sharles (Non AYM --Id - inclarding hali Vistneiritl4ur so ise a DYSC RIPT11ii Series 1'-_515170AZ'774� "hiN Is 1,55acorners-UN11- 2 Test repou on 11 "c, Is 1AS 202-9-1 Air 1, 7, -4 Test Der U Rucam _N-f2ilc Pr off EEC- T-AS 2102-04 - Ln� '.jrjgt� pat C 1A B Tasabod-uss mi- inorafiation em-niato of vilm ithdase 0ASS: 'a- i preqxreid :16 Ting- on Em�nqsons for Windom �s and Door dated 091 expa LoL A" Not'VLt- of At ce Zo- 16-ri-I 144 issued to ENERG nouSolutsmIJ -7-A Tlii ' R P, Vlasislishir �4 3-lWarer Riesistauct 'I FBC�, IA�o 2!1 p;r - by F en estratwin Te-suiag Lab- lac Test Report T-10 FTLS-552- dated 12 04P'15, signed Did Inc , for th Bv-j 4 ind Liah ter Shades of Cap C ilated elf, -uz, I unk-d F -1) Nhoale Jum—pact 17esv FB(",'T_kS 20' -94 T) f,� je )2,1 �"Ilzn -kealed bl� IdaIntis Ort-f-aa on 0 JL� sl repcore vised TV Extr usions f or Windows� audDiii da K� I 516_ exW41112-on 04,11611!"0. I thizu '41.2 1 iat f 2 1. tyriets ared by M a CW f ftff dafi-e. -A i ts 15 rd ild last re ised on 02, l!n,V s igued mid sealed it %i Uo;islons no Wall Usts Aceeplance 1111 L asol toopuvion date hy the N mi-Doi-i A�_rcuzvry F 5) Clk 'Wind Loadinw-PTY BC_ TAS 2013344 - A 6 r I Enuy TCSI-, pi- FBC� T.-As 7, reY oil 1) Uiniffii Stat Airlir sAnsi per �BC. T-k-'_3' 2-94 F Z__-VL i_xge 1kfissile linpact Test m FBC. TA S _01-sK' 6 -it e of Accenrance v edtioEN i clul, A, Tasm TU _:�_v led PVC'Exterior Einnsions for Window-'s and Doors"dated fix their White Rx z -XID-1-11.1 - alloa�z a niladsod-w dfn an-10 ul d1irion diagrani of"vinyl �Id:=, glass dom fm �Js- tis-Y4 i) oxlic vt d -FloSSLIfe L0aaU1Z per FBC_ T exp Ituts oil V�l LAIPACT Kim Q Large and S=113h�die Impact R,-AINAllit Ullf rCU, 112hik011 Testing Iab. hic- Test R FTL S546. Vi Ow 1 55,� signed and -tip dr-- is �o A "t c and nist'nLatiou diagmis edvilliL-1 shdiu 4ass do-rna, d aArings ns N -001 -792(A). 10-064N,10,527. 535753t)9. X ASTNIE-084, Test fepc No(s). 10 V tat t5 b iii's� -t-and Mi seal by idalutis Ort"a- P E S an 0 irI4 I so an I LI U Q 1 es un ol � -R f -J� Tn- 0VJoueo,fnN0 *1111 -.41J. 113%� �i ��o -g Ted Ridsm No FTL 6638 (skaattoles A-! fl dit unt _1L ell .4 joll ExtRritm for. ce li�eetAle J Votes Jim set g I a t rip e z, u 11 r Is. A, r it r- ii t 1i B I & B be 4- 8) a a 1 fi 1&ymit shem re quireiiii W I durr, 16 U � 1 18 -1 f P ---Ixl 111ite Fl%, C natem,whtle Ksgid PVC to -he m Non te kgid PVC'aad Brovima coated (rFaimed Of IS= Test -Q4 Test ft! cc it Ail. AT ion FBi 202 2) U niftrnn S t a I ic Air, Pres Test- p�i FB C. I A 6 At-' 4 4 -�%A ANA n P� E i_STbtnW01tw(1e_rNVA_'- !I- aud Uded ror 1 #10 1Y 4, 1 IL A -C s% S iefiW Taidi �N ii Xt, 11.61,01 M z is be=: %A per f e tet enced A C A � i� f a q t �retnaitq s art TA 31 Water iLpts soice Te=z Der FBC_ T-M _U_ Test r q Mum _94 oil IL Aa-h I �A= VIET Jo -1-091 .11 issued t Kwaray -a�, Notice of Acceptance'No. I 0 zeric lisc, for F Emvn ojawerable doors. ffilistsom ply irith aunclear width asti 41 L avze IM issile In—T-2cl Test per FBC- TAS 20 1-04 5 o' '__ 1� "ic, AlrPressure 'Tes�,_ m FBC�TAS 2-01 -1tal Win SentrvGlast Wlei and NA"hite) interlaver e"Nalgr Cm I pit 4. pozkel Wells lus"kno"attt alp onval, 14% be �_vlesved bir BtaJdaii o fficad _5 I Cyclic Wmd Pfesnue, Los -Ad iug Per FBI C� TAS 203 �-94 Y� U. Water Resvim axvst Test pet FBC��, TIA5; 2- a .15 3 Not e tanceid0_16-111 _ssited to I y Amema I c�, � i 1 142 of Accey LABELENG=, E&6 i�tut shat, beat a perutmkew label with aame or lam ff_v�stzue an.d. attl r Pr C,o Iii F- Entnyi Te�,,:t, Pei FEC - Mks 2 h nialk-ed-up drx'xings installation d Lagrani of -%inyl sliduqt� glits, doon, ;meid. along UA auU 4 Large Nfissile !nip -,act Test per FB C T=�!. -94 Cv-dic VVuid Pressiste Loadinig B T "Ircosifult Urrackar- C lear d C ofor PNIB I 'PU`U m 0 7 OR 1 11) ,.,ji lip jr ved uoted odtis I ntrol.Appw Per .RE'_\EW_U of tt- NO -A %ball be can,�A deteAa As i flet a renii applim haii� d diae hai, betn so ? N _eliart 47 'a ed 4� `-Urn a by Feuessi-aticin Tktiiig Lab, Ific_ Te_�st r'TL8' t te im k. 0 '1" ss, CIA Ni A -4 - - ""' ro d__ A 6 Forced ED -A 'Fisix MEDC 4 Y. STATFIfENTS shauge in a applis able buLl &4us ode tie 10-AmMy affect *epertkniamc-eoid sprodact, TEi)1r(A'n0.Nof tbis� NOA %val occur �after, the ex*stion date Of ifthesell Z beta a re�isian -or Chang tue Td �ealed p� Ott gA P E, f Test neptart tev� ised on 0,2 15, 10 4, Te-st r ep it on B' S "0 -94 drqwaars umd- ilisiaUation dia xx 11 q , n of vin t' is4 it' ina alass d i prepared by Fenestna. I esting LOx Ili i Tezit Repoott 1�0 F TL 63 ti a A-5, tiron, '.17 sa �toi A da J4 a I mien 1, liet 10 f CD arhm., .w, e w ith FB C.-S, E didan. t= 2 0114) said F B C -0- a, E d I tie u Sts - _ji S issue. by nuidat dared,0&1*1 IT s %x tailat by Tat Alm as an endantenmaig of aqr FB '201an:94 2 UnifiGnil 'Static Ak Fit p �' CL TAS A to 011 signed,and scaled by Joi�ge A. Causo- P E. ISiIi "Tid -N(cd�611.t ulram;fa�rturer, signed 2, S-ateniew. kterofnof�mcialiatt.rest.,d,,itedl4: Z lar0ii for sales"adV61imn's in �p- wherpurposes 3) Watff Resistance Tesi. Per IFBC, 1-k'S 20 04 OM _pr0j it $eziled bv L = M- &L P1 Y ;ectioa of this N04m* "he Cms� tor U-nuinstica aa-4terapi f Milk A, _+ - 'VS 2 MiSsUes hwatt &_v pm FB(1. T.- _`0 1-94 Letter of lab cotupliance, pmt of[ the ati-, 'test rep" AD XTER USE-AMICT - The Ni or-mber F Tto eded Isy the words Nhami-Dit de Cou uty� FIct 6dat and T a Rowed DV the 5� I C vi Win d Piresst� ass � FB(�_T_sS 20 �94 17 AU ITLATIONS 4- RER-Test PT-opost. No 17-0387, dated 05irO -1 .1 sagned by I-shaq C da RE. en it shall be -edEr ztyTesi, erFBCJAS_1r0_1-94 6) Fon�� P, kc1a all -"*lit wah FS, C-20 1 4� 1. Anicilorvii rioutaici tious, and sttuctwalaaa�wkis, 1,01WAIlz done, in its eatixetv, in-Y] aloilgwithniarked-up drawitigs and in-lallation diaginni of v sliding glass ii pri e, prepared tq PGT, dated -a " I I simeed and sealed by J said last, fellsee On U- G. OTHER kX SPEC110N'� A copy ofthis en&e NO-ki-diaU beprovided to the lisar by the saasufhertuer or ems di%tributios and b v1venesrmfim ring Lal.� InC.IL'Test Rejxnft No� FIL $548. dated 12113415, d 'm 'Test d, Anth4i 1. N ofAcceptance No.1-5-1210,01- isstwid roPGTIndustms.fortheir Sene's skadltsi�avaih fL, r u t T e c a v a a -9 di, o- 1 L .6 b, vWx fe X 112- i e te q a e s � i i h e B, u i 1 d i a g 0 ff- i x-1 a 1 sealed Ian idaln- Oiteevza_ P� E re- revised AM 0. 16 and 0111 10), I I 1VU, 1 s' - irriat STME - 130 0-09- G1 zing ii, J=WQA is Viuyl-Slldina (Glac Diatir(Relinforced -L-VU e-xpuing =0411114(2L UiIsNO,Areirises & reuem�s.N'0.k*`0A -2-9-05 andcmsiztsols dlispa,i I and a videwe oases E-1. E-2. L-3. E-41- U4 - - -A it'i Ill't L E--sz OVE-6 a& vrell. as stipsi domikeat niensicatid abiniii J A Uh ;e 4 ire was re:iewed bv lislad L Crbandats Fx- diol q, is clao-Am ME 1�haq 1, Chau&%. PE_ chanda. F Produck CQUi Ui waaassf s Pradwr Caaae. 17d, S"rvhw�r Froiturr C®rlatral Vnit 4Sap"Thar NO -AL X" .I _f; NOA Na� TI(COA No, -C !OS"03 SOA No. 2 14!06-03 Expiransis Daw April 14, N' ExpirntioaDatto Apri!14.- U Fa 1% Exyd Ii Dart: April 4. fx1piradoz; Dateit April 1 :#.'6 Appro-al DatwuNmfarch lk 2AZZI sst-,31 I)-,r-,T,*, N11,17C a zji� ApprorallIrkte: March 2-S_:94,21 ProThrltdtnrrie�_ Inc. 111: finlow s a ad, D oots. Inc . Lac, (_1T AC C EPTAYCE U ADENCE SUBMITTED NOTICE OF ACCEPT-AYCE: LAIDENCE SUBNUTTED 2� Evidence Submitted under previotts subutittal is Nm Fividelick _%ut-Raffe"i 5. Qu�,,inex Part 2 Uper spilcell jaudat,2 c iving with ASTM C-5 IS Ilienral-1. nA, s All DKkIIINGS � 11 I'� �� & ff -.0 � ki r T�_ft_ �FL 'T 2 49 1X7V --r-Ri V,5, Um Dj=30r 4"S 0.881 BT-U-4a M F I A DFANN IN Gs� I Eliala-m. No. NID-55 -0 Rai tllbed �`Viavl -Shdinz Gass Docd NOA sheets in% I DIT Idlit-No Fog,-Pl- tsailintz44 nw Diawit !u it Door N G-A (Lb,'[1- d -n- o f 2 *4 pr qp ar e d b -4 n1an Owed 10 "Bi I and lam tevised on -s% - N w�, fel 5 add 1 ir ned onrYI-Ot 1 �zh 21 of 21,� p, 11%, 111ftnutacturer, dased I AV - �Ui srm and inaled b 04 iL� � 7 A L:yuu;\Uer_ 0� Part Duraseal corq-,dying vi ASPNI Tbenna-d C-0-Buzufalal-Y BTILT, kj ia j Zoil A L I Fl. E. A A= A. Asi J'AL P AS 71M D 1434 Ame I AS"M14 oned �m D-LU Asm ill ff loll s jd retilacomew st" MSTU-19 installat Tic h ead B. T'E ST S 218= 1_G_ Drur2bility-No Fog. AUSTM Dev Paint' bevielopm�i to 48 lirs� A 141i ltivuio_ C kil 1'� Test r 1 1 Airinfiftwxxii Test, pef FBC. MAL 2 - sS _X";_-:94 Er, ItIft! " dor 1.7( 1 Z-Ts- a XA .2) Unifonn Static An -Pressure Test Loidiai`BC_TAS 202-94 .0 p:yjZ Codjj)!qirjj_ 'i PV( A I Visio _us- Vision ai�,; S R_ TEST -- 1) Wares Resistastee Tiest, perFITC_ T_.AS 2"D-24- 4 A 1-We r tof 41, isic, f, r R-i did poti C= ide P Q E Evtn b,� 41 Latsir Nfissile, luipact Teil pff FBC_ TAS 2201-94 Ni 'i non larnorii kANIA, Fenem. alion Exterior Profile C e.rTT a - Pt i8mbotiaed unrit'r C CALCULATIONS i CV6fio Wind Loadnig fhe, per FBC� TAS 203-94 along wahruark-ed-up dr;ovuigsand, iustjll; diagmm of all PGT Indu huc. Ltd. Pwrts conVI-yiiiq witb PW-=�'- 303-13 Ncous= reem ati uridslitaed below mid tezte��. ro'ejauilwsil 'r01 antlDowsit 983 siliria ii bye iftid u f iderV0.4 15-040,9, 05) (D piepated by Fenesttaliou Testing, La bmator� Inc�.. Test Reports No- 30313� VOlun jrcification f� Rigid Pol� 1 lf�_-hlonde sii F,- lof D, ALITY ASSSULA.N Nfi= Depagn R&z& Resoeurces I's �tA FTL _V J,� 09�d PW5 C Fi� V OWT Taug AAMA Feue, ation F_ eftor Pr 'i fai- Vir aions� Ltd_VEX-! is; Al r-, -Daide olf it oiv andlE. is C tREIRL FTL,20-2107Ji PIGT SGD 1180 Alualiam Shi Glass Door Ount 7 in proposal) FT'L-20� Ciettification Plxqgrani. 2107.1 PGTCA `740 Ad= Window 8 in ptopi FTL-10- 101. Notice of Acceptance Nrt� 184217.14 isE d to Ene�-i Fen stration, Solu;UA, n_ US5i - 11w fol- F. NIATER-IskL (-ERTIFICATIONS 2 10 7. 3. PC. Y T PW 7 6 2_1 0 A A 1 Un iiin un F ice d W w-d ov w.- fu In 9 am p r o porsia I Did FT L � _2 i 10 17 � 4 Y Tan 3E040 & Itzalu diade (non-w-hite) NAU(- RW P, U Exti Extrastow- 'car I Notice ofAccepuwitze Niss- 1"Y14.0-2 oi�sred triiKurarayAtnprka� Inc. forWeir > I ,P . al PGT PW7 -afl- Ai '.a 0i rdt 10 in prqpi dated 0 T 13,20�= all signed I'Vindows and Doors"', ex1lining on 02 't B Gla�-a Interlay*rs i "Trosiffelt Ultraclear, Clem a -ad C olor p g an 0 7,08;24- Cz 0 and sealed by 1daliniss Ortega� P_ to, 18-0!122,02 issile�d to Ene-6 Fen Divaoil., U X lac- for N Me Ad- i"�CtPtance s 'Acceptance No. 17-0808,0! issu"d TOK(lrarav [1ce of Aluffli like- fte0ne-ir > 0_ their series -AYb_ jut Rigid PVC Exterior Extru sious for WmMovi and t%piing on 11 Clii an d White) ex Z on 0 "r,104t, C-AU" LIL A TION'S -�'tl Notice of Accepra;ice No� 18-1106,10 Issued toVisiotl Extrusions Linxited fof -lie-if "Brown I 'Alichor veriftation calculalijius and stmi analysis. coulp�iring isrith YBC, 1, 1-1,Joi Of Acceritance No,, 20-02] l3.03 issued it) Erierei FenestTation Solt fioli UQ A lnc� for C. olaired (Painteil or Larninatedill'itite Rigid PVCE'Stertor Erawasaions for Wtudon 'i Edition (2010), dated 13+22:210, p n-ated bv nianufactiver. si, ned and sealed bv 9 their "Bronze & light shade (,,lip cloated White Risaid PVC Fxterlor Extrusili for and Do .0,111 ian sa K)3 L., v utboav, L, P, E, 117 don- -and Dool-S-'. ex!puing on 04,16 111, �. -4 4 �,ijjytjcii�- o --efo 11,06,11 issued Extnts- ed for Men- seties ff A Asti adf s ( -on -C "VE 100, Tan 202 and lighter shi; Rigid ellulilt- YX Eade"Or D. OUALM ASSAII KkN C E STATEMENTS E 1tru -�jorrs for Windovv and Doin it Qu 9: 0 Kiiatai-Dade Depastillent of Regulaiiii and Econonfic fiiie.oa ji (RER! ffli dated 04 L__2A_ i�ssued by 111 01, Con -Q FBC Edwin I- 71 -�sened -a nr _i3 a ti sealed bi-, Antlionv Lvm Milkr, P 1, STAIEMEN Til F '5 CL E. -AUTERUL, CERTIFICATIONS '131-LItenlerlt letter Oil, no flux" int-e4e-st and of indeP flit led bv manufai d�n_-d arr e riset 1, t let ter 01 Cii 1-tk FRC Isdidion 20-101, dared, issued bil (D L Notice of Acreptatice No, 194)30-A.0-1 issued toKuraray Atnetwahcs fortheir 041S,20, signed and sealed byAulbont � N Lyna P s- AT and sea le d bv _-knthi Lymn Nfiller, P, F - U) 'r inne "Trosifol* gon do t 3. 'PTivate: Labefttw Ameeinent dAiclmrent ben-veeu 0 3 30�� 15 arid si�ftied PIntlate Labe� kgreemeat -1 0`�Q iserwiteal PGT Indrisriies. lw� and CG is, ed 'I s fl-" hst.1 pail I eQ isi mid Doi In- sielsed bv �N�i RU t- P.E.. Eagluleerolz on hellalf of J U N I I no otwe %_nA mce Not. 17-080&0'- issued to Inc. fogirza-m- S@,unTG1as1 (Clem, mid Wurf�� Glass lurtyla Y G. 0,Tff < 'gr_ , 0— A tt� N, ice 01 Acceptanice No, 111-R-1106.10 issued Viskin Ext Luidi fbr -M "Broui L This NOML lilni+ses: NX0.k#1 7-04ZO-i C,�aT add "Itsdates toFB 021 -1) 7 Edidow- G1 C)TIMRS VIRTUAL AEVIEW ASSIST Coated (Painted Or Landuared) AN-hin? Rjaid PVC Exterior, Exuasic Ili � ii�3� iring 04"1 2- -1selz kNi� le ii:� A 7,A= I PL A�t J_ 1 1'&, s, NO. n� I f A new, )A� N`4:51 in T 1`15 A A - 041 Virtual Review Assist, Inc. for NVindowsiand Doors-_ expu-ia; lais 09 `4,� RERTest Pin sal I I 5t 5 d a led 0 1 10 r, 0 1by I lass R. F. e xim A 4 4 -li-o2o '01 a- '21 04f Plans Review Completed Cz A- !"lotics od &Cfer !dbr, 1.3-1106.11 issued to Vium Extrissrsins .4-inarad for ther **VE 10(10 Tan 202 L-litershadiss, Rigid C PVC % and r roved for- co a roved Mpliance with the 2020 FBC LU senes and (NDa-Wha*0 ellular 7th Extej r Extrusions for Wind Edition by Debra Anne Klahr PX2300 < (3) I'Lk3q C1aAUd*- P E- L ChAi px� Clivaud,%� F-L Produa Courrail Ui -butii Prodw-C-aurn-A Uuft SinwTI'lor A xc� ZIAIA�F�B < NOA Xm :I-01.1i E xpirs fiva, 11� pt d, 14_"016 4. _'026 tsa i r va. tie a D -a t Ali r;.L L V'i xviratiou Dmir- April 14, A Approval Dme-,1 'UsUCAU Z:,� :611-1 Appre V 3, 1 That, T )Jarz It _'01 �'l E F -4 SHEET NO. March 15, 2022 PM%t A I Is 9 U: Fm 1.3 _� A =��� — - A_ -a - FECAAA__.�Isl � _\ TILL" ydrisdrli;w D, EPJGI:l�:risf4R!Pdti COMPAVW I- ___ __ � � I I I I I'll - - '""', �, , , ,I, I�, 11 �: I , 1,1111 I:I� �31.lj,j� , dl$�Tddd�'�L� - _' 'I I�Ill �-- - � �_ � P PR0QUCTEVALVAT1_Q,S1_R _ FpQ_gT REPORT ll z"'Fill OATII Judyl 26, ZmAr PRODUr-T CATEGORY- &,ddftxS PRIODIWICT SUB -CATEGORY: Slivem Red PRODUCTNAll '40 GAGE 4AL,VAINM, I STEEL STORM PANEL MANUF�'AdCIORF,dlt Oftal F tow-4-m� f sirod vatild ill CL� 48(* S,VV Sl Sinlial DOVM, fW41aXill 1. PlIFE, OF eVALUATION - sl� J� 2 -md Uct E valu Fitill R09XI", rSUAW � VVI r A, Tdilf L jdr - Vrl q Q_yvern - - jf� & ISOP- - - _) iU ttlel GlQual Pirdatrisletildelis ProduCts, LL,C, Rafe Chapter No. 61G210=3, Method '111D of tire Florida Department of 61441ndidars airid Red anal, RevoldatIon, Till PfOdLra JR hilrins) JUiArd Art EVWUSIhort ld as df�i�,CrI h�r��, and has 4,j - ___ billson W. ad for corrijill.rfi in a"ordanill -,ii enr 2020 ,Sad, arat� EIaMon of the Ftaodft S-11librean C40-a- and to ,*dly 1112t it* rjrw�aijof j for ft-s- it r . i - r 9 at MsI�U- 04111al In had Mildsodd by the Code IS vose it nded Thiz Fill Eviiiii,latkm Ribi DWI to lih & U - - Bod-1 to owh*Adaiind r;Mgwo-�::�r'll Onseof a &�Afsi 1�i d1ldivisI tf-'a-may, affect lis fdlmrilanorrs�anrf reirriJinor"- a , !,� 1 2. FVIDFNCE ___ - - __$Jj5MtT=FED: will - 2-11M V-DUCTVALUATION DOCUMEWIT Illh� = Drawfrill 14o� 2D-176, tiped -20, GAGE GALVANtUo STEEL STORM PANEL", qhIq-I, I t t� 26 of 26 praroated by Tiltdav�, h- - _- Sarni end t-called by'vAlator A, "I Tilild-is- V E.; dalardOTIC&2020 TNis Irmsidd�rliq if rin irillietiArAl piliTtoMlis Evallun-Pon Rej=4 ""011. d I fliss, ,�,r� Al ri'll,"Als, " , I �Nlis ..", � , , . , "I ddd� % le" � , di � � � _� � -�,t 1;4, :e: � � � ? illi - - . � - 1. - - - - - . - - - h0 44167 " � - - � � . � k: I t, 91 - * .* III, _;�_, I- . ��r, - - , �i,4�, . .,,?� .,'. , - ,;�,- . I vq�� `� I , .-I iw ,-.k,� 4 Id�,,," I, I , ,,% " , , idq - , Irs,# 611II3 flil"s", Mitts litivol. Suite 30i"Illif; III � �wii,�'�l$�tiAbill1l�16,�,I'utw,r�����l��l,�!51���'I ,Ili,����O,��,�Q�,'i�b"���'I"i;ti3�o'I r HO UIX I V- A -1, Ill 11IDN-Ek N - NIAZI ; ,22, TEST REFOORYSt Lwiijel inki4e:riddrsact vi ri� ",-, - �Oad InPAS Well-eiWirrPM 110d loca .�F� -� It . ,s&j � t)j'Pro ll� TAsd$ 201, 20% 13S;Ie�, Sectron, 16."ru_ III I- '- �11I,11,� Buitaknia Cndi QnArr,n - , tn�'vl�� I � ap pof TdI 24i PlddotodiI 712- r I ,fttvare-d sy hurname Empirdeefing & , 'Vesting, � in- � ReporIts 9 ,� - % - ,U;C9j1C-_ - ' - III --do- OAA=`� TO d"Agd owial _Qol ft46-T--iP---�'jatodOS!20�'lL--�- - 7 , -, -40I and soalbad - �� Hil svi Midi P E . Fa �__-_- d-looraw" Inc. veNrls 0 20132 da�iilldw e4:' AAA arid �- TA1.1d, Ill ! - - - - ___ - U - k - - - - 0 2121, un� ��0511998 witns_� __V GIIbeir- M-Vrond, PJZ. ardd R L � I , - I - L � __ ___ - 02 1 9�01 -091 daled uUtirs,11 A � 2001-1*, S_Fldin,ld Ili rial W ii by E drin U n0c) LaN � � - E- 1 P E, and 44l r4ollild'111,11 ,, P E_ - - ---- T,enslk�� d Ili nit Tell 'I hoci. �jCIA-It r) 7 ,,iy,'GC dMisruisilIdirgicai � -_- � _mrl� ld-`� - I � � � - . J1 Sidgr0l Ai SAAAI%sl by T rbrIk GWO if ,E Z.3. STRUCTURAL ENGINEERT 1-I Th_15_C�CCTph - - On 20Gaq*sGalvarld st -i so"m Priom for ImAil parrct� �l,,Idrsq.b,dvA,da,-,Il0n " ��_ � wIlTvl lead, air weli'as nri�,avidll-,,om ,"ictor w4;inq w� �1"C'n irrrrrd!�Qadd aridd p4rial, king1h lrasa�,� on TI)TIOnal and ��- drrairAtivesansi, ly:%Idi vind I r� ��1!111111��!,r,�giv�i�lr�ll�:D!,�,,��ll��"� - - SeWon ;Cl - A -the F-Wridlo 8UkN4a r 1 + I - - - IIa da Cit Lsl��1111I`QfIg il rrrj�rsrIVIdlsl by T) 51 da" I ljn��A%q �Iri ,yIdill nA.7d11il,jr,,'- - I � ,.Jllr 11 2;j 5, I , jpn,ad ane %eall L it ,r 3-V MS I_LF_ 1 lid PA%",T - REAISTAN-C Ell Large rrid Impact under sel ifb;M) ol lity, F�sraia 8 s,,i 9 C a -i T - I f, n Oda. , pe TAS 2dl amiffIo6 4, WIND - 0 5 RE$13 LUAD _TA W E,IL 20 Gage Ida Adianize'd 31es,i sm-in pariefinars 006n vAnhaj id) cust1dr don(j - 1 - press.- Tinol i ;� a riot trig M Aftall boduin(ficatedonsIll"t,38 M1 �-'_ '15 ' '_ - 16. lq. 25 and' 26ol2fi nfPmd,_rzFvaIu,j(ion DaittdrneatiiPIE 0 ). drowind No. 20-176 k4aximum Adnc�rur Spaesil ,i be an Ind"te-A-i nd ill ot,5 a . � ' , '? - a- - io� - ,1. - a . __ __ lirr U III, 14, 1 5I 17� 16 19, 20 25 W F- 26 � 20. of PrWara s allltx, Docurlwan" , � I- � dravil Ni --ii-476I 5,, INSTALLA"HON: � __ j - �Ac I �, � ��"'Si�it��a.�r�n�i�Ilt-evc��'ar-ili�- 1vinaccordsicO lhdstai�smddllcstedon - - - � - Oldil 3 0-vi 7 ,.In -U 20. i�_ 24 and 26 of 26, w 1` --ucl FEV"lukluars Disournal - __ __ 'P-E.0 -wing No. 20-17o 110inimurr, %cpaea i0d to gi ss . I;- - Q. dr- 9 i - i -1 a nha _�e Tils irgli,ii on sheets B. 34. 1C, 25 and 26 ii 26 of Prodict Evaluation Dncumfl (P�E 0-Ii, dra,liddiring No. 20-176 ljd"1l1I�sRd",ddd,,dd ddddi�dlll, � .,I, dr, di li, �A4,41reVS, �I Id "" " , I " ' 1-d '41 4 'A s�, - ,,, , c d: ? �� . ,P 4 % ildr %.d, 0,,,A' I�,�- . v� , , - ; ,idw- Z- __ , � , - � - .- - 'I - , ,� fit. �,l 1 6, .. , I I - , 4_1,ol+� * I I , � ,� * ., I, , - �� v ,'rc Z , ' ,C " ,,AT, . 1sd..P____�_'-__ .44, z *it, �7 Old - ' 'r ,�,�'. js r, q:�d l L" '. ,�. �_l 0, �ed�:._, '"W-V " . , � , I I 'Ri .I - ill ,'S'.0 , I I , 4,0 "'I'did I, I'dek '11,11"ll.4"dild,00AN I 1UW0V(-1.LA ALL AM4-QKXLMW1_Z�(li�2*W&M - � - - 6. MATERIA L_%C,hlARACTEftTi CSAND SPECIFICATIONS: --nil be v III - I, Strictly in ii arsclij with �xdd�rrlso Notes and Gomm",-% inij�cztl��il i��P� , I titreat 1. 2 all 2_2 c I 2C ol f'rrgI Fvahulamn Docknillseal ��;5 E-D ),, drawing No�20-174. Mcher nr_�-InTi"6*mv srdsmZi dri an ine',;d,,rn*,i ou III vsxtis 1;, 7 tdR"j Zi LdII __ __ 26� of ProduLt Evub-a Do"Jinr"of kPLV_ Gl drawing No- ___- '116, - 7. LIMITATION- AND CONDITIONS -OF USII 7A� Sfildit'll kI, DndAIly I'll _7QraP1'a1�drde'sdh Al%�!IdIIIII� ddl�[dlfird;.I',�-Tr �� allsdi`4 14, trod 11AU - �10,�,telt#'Mid,l�_.i 'I'li"I,216,1ndr-mg�-d an shoo f I or 264 -, wolf as Goin - I �. � E - . on ah,lisidt 2'1 V. 2u _-A Paoducl E,vy)tuabon 01IL-L't,hilsiont ffs� E o I drawing No_ 2(h, 76 � M propelled by T46W. ,,r-,- anso sVineo and aspect by Wari - TER. Jr- PZ. 7.2. PricAuct may be inatutied within MiGH VELOCIrY HURRICANE ZONES as 2 nomad on ?K+`l E'320,2 Of tfse Fil Caddli 000C 7 3 Product erstrH only, bei Inl4altricli Into irtiwrod usirrairosr, rxinorsilei tidlcdck, aral wood ld thuOuras, F-ull E,i,ai,.ialion �_ - _ff Flol Lirl porl prop red zy W.,H*Pr A Tina Jr - P E "Is -MtIll tr;c= liFlorsia CA-Gohl ... lild"i0lill -4�"`,' ik �dl Tfil, "Ill I , �,,, ,,�,,Ql I , I I , 11 11 ''I''g?"'r `X511I 0,1��, , .11fe !;, -I, -, . , I c �r ri g ", ,P - * -�!I I - 66 �% "I- - __ _; , � - 44167 1 � �� -zL--,---+- ,,; - � � L � - - - -*z 1 7 * � * . zz -) ", t � - I t le, , �5IIlllr �_ 5 'AV. Zd� .a� � - k " � - _ - !X�:,_.__..____,;�lI ,I =a--,'� '4clqm-,-�dl- Tdi � ......... ,I�- 1.11 -1 1, � 1_114�___� P 15 lirsi CW4 dd,;�do�,,,,IcTw- - t��'s ljc��_-__ - - - I I _L!�"���DIINNIC�.-.f-�,�r -- 41-i�(,,'2,1w- �_ �n � �_ - � L I ;l _� - -1 ______ I - / 1- — - IIII �_ I -1 J F C f_- I k NI il � %-- 11 — �_� _��f OZZe?1PAEl TILLIT rESTING 6 I, � ___ I I 11:1 1! I I,: I�� 11 2 i , r�z �:`L . ,, I P,R,QQM I- i'I � J')�',, A,t.M10N_.R 'L I - I Is, ,, 'L IR , 1: _� I REPORT NO, : 20_0727�az __ DA `FE-1 July 27, 20 =--. PRODUCT CATIC131ORYI 511111,11ters PRODUCT SUISIdCATEGIOR'llh- 8 tai rn Par -lot PRGWLjCT NAME: 24 GAGE GALVANLI STERL STORM PANEL W-ANUFACY�U!FtER'� %lotied larpteett"m prqduetE LULC teix) IIV� !D Street Dad Fkshda 33,414 1-11sl $F_ Ot EVALUATIQK. Till is _- ,-_-,O"��,Ct i.��valu - M F_ Aldan Re-porl f so Walter A. 7stlit � fil fSystern � H31 V 19-065) tri ttIe Global Protection products, LLD, Rule Chapter No. of 1320-3, Method i D at The Florida Deparfirlivelint of Bitirdiness all(,$ professional i1effaidation, Trildit droduct is t1eing his -red an Evaltralirm Rf'�f P - I -rairdi and has " XL'ta L ' I nA boar I , � - � __ 1, i vl for compi-I in arcordarice sl �� I � -IMMA C-ton of the - Flogda OuldidIng Code, and to verify ftl ft wp-11E�:_ - � , - -- au'Oos,o dinterided - = Jisdal eaulvalont � 11 reatilled by V* Chad - This PLjQdUQj EVadisati,U-1 ftei�l I5�hrrk;LO ��Ijh f�t, , _ � � I,: Zjl�d reshaon, in cznc 01 � I i - - � " !--- - , , s. - � ,,�Nja rhaf!Oo End! May I ift 4ma , I, x� Corra-bolos - V. 2. E"IDENCE SU01M � - FET ED; - , , __ 2=1 FRODUCTEVALlif N DOCVM.ENT I'P�Pvli �� Drawing he, 20-ITS- head '24 �iAGE GA'f-V"LZED STEEL 5 M�LFKM PANEV, 901,60IN lit's"di, 18 of 18 v--srrisdsrw0;�y'T'k119s;o, lm� sli;VIllyd and seall by, Waller sk� - T"i Hl i I .tr , P 11'"I'l-' d I 0 0 7 12 T,`2 Q 2 0, T hi a d #�svl, i il I�j III 1, fil is t nat IT-�'o -I al el ft�ffdjj ", - L "l � 7, Evidulloln lkla�*a iii!_ll id, � i I�I ',A,N�d, ,'� ?_--..,dl,1dd, � " _�A_, - � V - ,k_- Ilxrd�fq?l = I - 11 ;_ � I-- - � - � , - - -*� � , t 6", - � - - - z � t - - � , ,:, - � --- - - = � S * - �_ - - - --- . z , =.� S74, � I it .A� A �r � - I� - - , � . - - - '_ � -- - - ffz ___ - -_nwi) , - -, V S---- - - - � � T', -I- � - ,� .tI �, ,sp 05S Nmw 76i'li -Sarr,%Sui�ll- 1�i,tL I. ___ - , - '64'W I, r a A Ill �I� 7 1, , nial �11.qidlfir 33 � ob rrkx:c clos � x I 7 � , 1VL0 R MOnVC - �A i , - �=b� �--41.17.02 2-2-TE-ST RX-PORT'$, E Large lOssrie Inipaii doad tdddd�vl% drisedi rymirfirnsilhaum,lor SSTD 12-90- Astandaig riq 'L I � 1' � in PW ffol'Irctn 160p I 2 (il Rcmdl. suilkjlird,p� cod� urdilicifin: slatic � - aft as Fier ,��IapflftrF. � -ndi _�� ijjdRT, --l'Ift 'To,vtr*lp4,rtzoi�o�-it-idbV"��.--�7�otti*lgI ir ASTIA F - __ --- Lab of Sutrlh Firrnilsi RfirdlL a sm�A,01 -1i dated VAf�-Al witnessagov wakarr, R. NIU-nal 11.r- . 6QrjZ fil P EE and Hoory Hiihem. P.E. am Re-m- 140 - M__ 0212 61-00, dated FebiTuary 25� 2009, rillan-ld and sealed low Ederundo Larp ___ �aosp6wa, P.E� anij vm rVHaTtalind, P E lame missile impsel and CyCHC 5 z. ,n irwill Isrsidinon V,ar Focaucolq TAS 2 I -& 2103 as pe� --rilix1ron -! 609. 1,22 of = - Flands flulf-ilinu il TalklRaIrsom prAommd by Arriercan Te r,4 Lkiit� dis So,^ FA-Ao�di, r 9 Per'simKiiI -���-11,�ll-li����,,dtit(�dN%l��',,�,.i,kb*r23,2f,itl,%$S�-,vda�id�i��e*4o�Lltvl�,�1,4��kt,Ll, ilkxlzgg� P�E - I _� T8,0$'Wigs!MDOfTi,NO B-CrA-198triC-CMetal fficaL1,14-oaledlill 200d, - - � . - I nrad and soared Dy Frank Gratil P E, a.% pon Ii fit &B and Terul Tell, at pell,0,� V--f-W-3-rurgi,=1 Rilse�srl No, IWIlit-131bIamfold Decorritiodill-20TO wyndird - And arsausa by jorld y Jiarviforin, P, E, as per ASTIM --a 2,,3d STRUCTURAL, rNIGINEERRI CALCULATill 01i M Czao-: (.'iaNant�tsd Steliv 31-wn's Parsoll for snalitimirris, pariel loingthVs- dial wind low- as oal as rneximurn anchor spasing va� d rI wilrelload atta pardill leno�h eased em dirationThana compatativa am ve � and in a=wriddar" with I sliction 1604 uf the Florida Aulki Code Calloublaillana prvpamd by Tiftsm �_ Inc,, 121 i 5110 rind 08I77"Istfor this revistoirl- s=wd and &naiad By Walter A I 0 In, _�� P SL 1,0116.51LE IMPACTRESISTANCE: t,arqr, Mas[fir!"tRaet ur,40, AllAA- -609 1 ��l Wk hon, *1 ps rid,- � , - - -1 i - _-, III j kilglooda_aSpar SsrC-i-Z-tfi)51or4mda-4TA�..�.�- 4.-.fflRD_LQA_V5..REat$TANGE: 24 Gage Garvn mzed Stord Slil-T-rd panof hms bFetenvarff[doid to:rdg�l At: wild . I - Preefdd_1e'-_ - ma;K�,,�'l�i�4mp�,il�'��g!,Fitr,-�tr�,sh,ollill'k,i��nsi.ndlir��o,*;P,i�,on5hoot!S�19 V_ 111d, 12on4ri47--le-ofF,rcidtictE-L,4a!�j�ati�!�irriDi�o�L�jrf)r.-a�FF'-D��,d:rawlelgNu-20.17$ - Waximum Anchor S piliting Ishail ho lirl �njiC,rs�il on srssit& 6, 9. I f0 . . - - thri 143 and 18. In- VD at Product Evakjoher'Docomi��.-I lip-F-D.). drawtog 11% 2(:1175� 24 Gone GGv=zad Steel Starts Fainal 1I e.oard villinflill v- li carnededood to work n a rarn=o=ue. slorm stables asseffibill as aer 3STO 12-99 Staindar,s, '7' , I I L ' r . , - ' I' -,, I, III , _,�c, ,,, V�� L � �ll �.,,_,�I� , . - Am� _ ,__ I . � 1i -1-1 , - -6- _. I - - , III - a � z � I - ____ - I . � �� - ,* - - tt��----�Fw- -- -t- V�, aNkil- UF � lk- , , " 44" - �A " �6 , . VL -, f�_ - 'I ;w-, �.-_- , " I; , I&I6--1 �I_ ',�_l So "�SL ,r r . _ - __k- ", 11%."ll A�r- IoA:�p PRI lul:4:7 IA'ALLIA110A Rj"411111�2WI7141. 5. INSTALLARON; lnstalllnions�vll zm, partuirrited irvicTrry id, accordelaw viskft diatails uridirated on sheated, 3 OrtrA S. 12 11iirru 18 el''l 8� ad Product fivalialiffliti Docummidirrif I ,E,Dd,�,, dril III 20-171 Mill"Vil'"U"Its sWOU11`411010rd tO 9441r,$ -4,1130H Ill 0:10 4dIdJk%,0tW0 IIAM ' , n sheelis 3, 6� IIIS 14, ;5. 16 and -,a of 18. of Preldw;i E-aluation Documem (li ), drawling Ala. 20-175. � & MATERIA L C HARAC TE RII AND SPECINCAT]ONS.- , L I Wirdarl well. Gdonrell NWilir'll nird ConfFI rrients linoivittil I Srs'sil bo stri ah, 'r, 's, �� , 0 shoof 'I And 2 ,,If tBI of Product EvaluIll Dc1clunforic ,P.iE,D,f, drawli No, 20-175. Alnchor spalcificafforts sholl be as inaicatod an shoot I of i a. of prioa- EVH1UatkX1 0I�iCLVa%1_fllREr0'), drailldrig No. 2047& 7.1 IMITATIONO"NA ... CONDITION$ OF Ufft IL . . � 7.1 Sh8il 00 Altie*ws bofnP i1til WAh Glipidiwai Notes W. 1, 6 t1hru K ind on ishoet I of IS of ProdiImt Evaluatim Dom,imillrill IFZ 0j, dranilift No. 20-1173 mparil by -Teldi Inc - arx! vign-ac and sesie4 t�pj Walter .1, Taill, j r , P. E_ 7.2. ProdiAll shall "I tar ln*Uiikdd wriftin 1-1-IGH VELOCITY14URRICANE ZONES V ar, C',afined 0nVI 1620.2 o I thie Florida Humil Col 7,3 PrinrluO kliall ordily be InsdulhatV into poldred wnf.,refs, cOnciddlignise blocii,Urna vRvd trante 9 uniss, Product Evaivafil -Report prepavad Vy Wetter A. TOM,, Jr, P.E. ,florida Lievrain No. 441671. Pricthaord of Tifteco, Inc (Florida CA-001%-719), � - . WATIA ,,:",r T s. rrCO A�,Jlldsn 4rtO9" I II L RL'I z.- "i Gidaymazio r1rl Wdd4V -1i I DRAC 9 M i7r. I MwPoin I - I I ""' ' ' ' I ' - �' - - __ - � - -- - _.. -'--- - - - -'---'L - L' -I1 ... I .... I ... ... .. 'l 1 � I I ..... ... r - . , �. .. " , "" �, --_ ___ - __ � �- I � . 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I : , , � _�_i�__ - - - � - ! ,,,, �,�'. - � � 5ilill foo/4. & 7w/li . . , __ - i � . : , _31A le-,i- —_ - - wj_ . . 1�711'. � ,- . - ��: . . - - ___ f - - ��_ I I . -'. ��v,, _� �- - - - � �____ - L - 1; � - 7- �_ - - A, vi i "i I ri, i-Ro7on W 1�1( naz � __�CM ill A is i __:�. 10M. I . � - . - IF - - . . - '� - � � � LI - -1 '1 ' P- I 7- __ __ a ____ - , - " Illodi VT _11r�<.^ �_ � __ . 11 . - ,tr% I . .1l - -1 `I�L ' . - 5_�� 1 1 I r' 1 � �: I I�: T� , I- � - - � - �,. � � - 3 - - � � , Ildr-4 i - - .� - - — - - i I 11 L ; - - - - � � . - - � 11: , I - - - - - � I 1 I :� � 2�� - � I � , , - � ?I-- � - I � - - - - '_ .", � I -_ � . �__ - � , � , _ I7___ __ ___ E . I I I I � ____ -- - - - - --- - . - - - - . I - - � I 0 � L � , ' :L � - - - - - - � � - - - - � " - - - I - � , � - I � -- - � - I �� - - I I 0 - I I � � I LL 1, . 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I (U) PW.� \ W Q L Z I 0- SHEET NO, SH1.5iiiiiiiiiiiiiiiiii �r ; r" - _" al. <i'91il;iI;11WIVWIhIi6�Itp. YIJIV1IrIr.Ciillllld L�m�IJ4tull�-11,�]1T.r i r��a.::_I k T I; WEATHER T RE&&TIVE BARMER WE ATHE R VE BARRIER & 'CARILY SFCIJRF V10001) FRAPAF CONSTR EXTERIOR SELF -ADHERED FLMH�N SHEATHING BY I APPING DOWN 0VFR SAT JOINT XN0 UP VIIIIALL Lily 6 IN III A r H.EL R RES&TIVE BARRIER SFA[ TOPS OF jOr� UNDER DECKPin (51717 WP07) ED FLASHING READ FLA,Sfli:NG TIE-N INSTRUXTIONS, 1- Cu, fold W & temporadirf secure weather resistive bark-Ir above header to allow for flashing instMaEon 2 flashiN Nai� head fiwthirl(l undier weaftf rasistwebarrw- 1 Fold weather resi-stive, border bam overfiezid. flashing and seal vath tape SELF -_ADHERED FLASHING Scale� NTS FLANGED WINDOW FLASHING INSTALLAMON AFTr=R WEATHER RE84STIVE FARRIER wpol PLASTER 12 WL DI EX[REW ST NFIR — ----- FA, IF :. .1k. 1) SMANT AT A) SfAtANT.10-24- , ", , WINDOW WICK TO 90TSK—� EDGE OF WINMAN RUCK 2i SEALA14T JO lN'r 5) SEA[ANT rRom INSIDE Mar or WINDOW FRAME AQVOSS ANDEXTE WINDOW JVAE MASONRY — AT' Wr IL PER 4330D E CI ADDING AND FRAW -3l SEALANT WiNDOW F NAME T;r MUM BUCK ALL I HE WAY A41OUND. 114CLUM"Q OVILL D()M' SCS 06�_06 CMU INSTALLATION 6 POINT BUCK AII FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL W HEAD DETAIL APJ:>R4OVFr) $HFATHIN6 Arl"ROWED HOUSEWRAP STRUCTAILATH TWINTRAC-K 2�,5 324'CEMENT PLASTER 12M' 'r"in)r)RvL0KFX1RrVr Af 10VED FIASHiNGTAPE '%r SEALANT SOCKET WITH TOOLECIAPFIROVED SEALANT qCS 06 C12 WINDOW 1711tv, INTFRFACF WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING HALF ROUND WINDOW S3E LF-AD"tJ E RED FLAI"HING L_J 11- - PRODUCTS DETAUS WATER RESISTIVE BARRIERS ARE REQUIRED B�EHIND STUCCO PER THE F13C PESIDENTIAL 7TH EDITION (2020) Detail Inustructions Reter to the number marked as r# I in each detail that oorrespands to the nunricterecl Items in Me fist ot Instructions. rielow: 1 Install self -adhered flashing in otder as shown by numbers 2- Install,flashing and weather resistive baff ier to form water shedding laps 3. SM-f-adliered flashing can be substituted for building paper 47 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 stiostrate using a Square piKe of flashing friaterial (G"x 6" Minimum) 6. Fofd as shown bv arrows T Angleof comer may vary, adjustfolding of the flashing accordingly to fit tight to comer A. Mcchanirally fa-mPri as nevess-ary 1!1�: I III hill b9l 11 i 2x FRAM BNALL TILEFINISH---, 1/20 DU ROCK all emu -- - - ------ - 4" OR go CMU (PEPSEAT DEPTF FILL WITH GROUT SLOVED MUD BE NNWVM�*�� 114' PER PLAN eLAI HLRFi_E*IS_lIVL SELF-ADHERIEE) FLASWING EXTERIOR DOOR WITH DECK - SECTION A FXTFRIORR�ATW VA -V KAI) OF 'ONSTR ADHE WE TO 0 APPLIED UNDER I HRESHCX D OF CXX)R AND RrTURit UIL,* JAM13 U'� USE: LIQUIU NAX BRAND CA(ii WING SECTION -A (SEE DEW S LF-ArMERF0 F1 ASHING SEAt. TOPS OF X01STS UNDER DEC96ING (SEE61EITAIL WP07) -ELF-ADHER ';FI-F-ADHFRPD FLASHINCi EXTERIOR DOOR WITH DECK z LU Cl- U) 0 LLJ 0 LU 0 12,40WER SEAT W Ito 1 '41 WIND43VII UNIT FLASHING REQUIREMENTS SLOPE 03 in: 12, 0 in me, R 703 1 General Fxterinr wal K_ -shall! mvide +he building vAth a weather -resistant exterior wall envelope The exte-nor wal I f� -lope shall AW- AFAD 0r� CX)NI R I R 10.6 cm 1-1 30.5 Cal) include flashing as described in Section R70:3 4- -c- ACTIE-251VC TO R, APPLRED UNDER�� I I SELF�AUHEREL) FLIASHING 0 THRM"01 DOF DOOR A-10 l A, 41 fULtURN UfkJ,MlIU6', kJtSIi,, UQUTUI R703-1 .1 Water resistance. The, exterior wall envelo a shall be designed and constructed in a manner that prevents the accumulation of water I'VA-111 U5RANL)URFQUALVV�A;HER N PROOF Mil KI G IT CEM. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Sect -ion R703.2 and a means of BUILDING., PAPER draining to the exterior water that penetrates the exterior cladding. q > WIR E LATH R70*3.2 Water -resistive barrief. One layer of No� 15 asphalt felt, free from holes and breaks. complying with ASTMI D2-26 for Type I felt or other C5_ C: 7��+_ approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No, 15 asphalt felt shall be applied horizontally, C: fW7T with 0I upl:II layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other LL RIM JOIST approved materials shall be installed in accordance with the water -resistive barrier manufacturees. installation inst=tions- The No. 15 asphalt felt or other approved water -resistive, barrier material shall be continuous to the top of walls and terminated at penetrations and bluilding V) _0 Cz �E 0 cD > 2 appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703, I M 42 CL R703�7 3 Water-r"'stive barriers Water -resistive barriers shall be installed as mquirked in z-Bection R703 2 and, where applied over wwood-based Sheathing, Shall include a watet-resistive vapor-permea-ble barrier with a performance at least equivaJiont to two layars of Grade D paper- The A 2, -ach layer provides a separate continuous plane and any flashing (installed in J J individual layers shall be installed independenth III, such that e accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers - SELF -ADHERED FLASHING FINISH SILL/ POTSHELF1 CHIMNEY SHOUILDER. Exception: Where the viater-resistive barrier that is applied over wood -based sheathing has a water resistance W P.0F 0 2 cr= WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANiCALLY FASTEN RUES ASPHALT substantially nonwater-absorbing layer or designed drainage space - RUBBERIZED NEEDED IN CORNERS ADIOESIVE 048TALIL Silil-ADHERZO THRCkUGR SELF -ADHERED ASF>H.4LT ADHESIVE RT03.4 Flashing. Approvedmetal flashing, vinyl flashing. self -adhered membranes and mechanicallyattached flexible flashing shall be applied ASHU-t "9 X K A! FLASHIN —SELF-ADHERED FLAISA;HING fl��_RMNU. EL Shingle-f-ishion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant Fluid-appilied membranes rl ANCED VViNDOW FEE CIETAft- !WFC11 9 w used as I flash'n shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED ent�ry of waterinto the wall cavity or penetration of water to the building structural framing components RELE-ASE PAPER Self -adhered membranes used as flashing shall comply -Mth AAMA 7 - 1. All exterior fenestration products shall be sealed at the juncture with k the building wall will a sealant complying with AAMA 8,00 or AISTM C920 Class,25 Grade NS or greater for Toper joint expansion and �WUVALHH �jFLASHI WUORIL I U41 1100C], �K�M S2CLEASE PAPLA TO OWC6E p EXTEND A MIMP-100 6- contraction, ASTM(A 281. AAMA 812, or other approved standard as appropriate for the type of sealant- Fluid --applied membranes used as VA :4 1 ICA[ ROM ng in exterior -w-ails shall comply with AAMA 714. The fleshing shall extend to +the surf -ace of the exterior wall finish. Approved flashings flashi shall be installed at the following locations, 1. 1.Extedior window and door opertirgs. Flashing at exte r window and door openings shallextend to the surface cf the exterior wall no finish, or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ty 712. Flashing at exterior window and door openings shall be installed inaccordance with one or more of the shall comp with AAMA IF foliowin 9' not addressed in the fenestration 1 The fenestration manufacturer's installation and flashing instructions, or for applicah manufacturer's, �nstructlons, in accordance with the flashing manufacturer's instructions, Where flashing tnstruc%Mns or details are ahall be in5talied at thesifl ot exterior window and door openings. Pan ilashing shall besealed or not provided. pan Itashit 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 N drainage. Openings using penflashing "I 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 prdessional, sELF_ADHEPED FLASHIIII 1.3, 1 -3. In accordance with other approved methods- INSADE u_-CIRNER W 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WOMA 300 or FM.A/AAIV1A/WD;MA 4010. WP05 WP V V 06 2.2,At the Intersection of chimneys or otner masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 0I Ground _W* 3.3.Under and at the ends of masonry, wood or metal capings and sills. 4. 4.Contilnuously above all projecting wood trIm. 5.5.Where exterior porches, decks or stairs. attach to a wall or floor assembly of wood -frame construction, InC, o\jed a 6.6-At wall and roof intersections, and� T 7th It -In gutters- 2 7_7 At bui the i n ce P JrP2 J) ADH—RED FL ASt-HNCi > T CH She-aining U co `T:_ HLREU FLASHING 2 W P-4) 8 PLASTER STOP --- CONTINUOUS BACKER — HOD MKI-Al AN A ;4 FouiWa6uo INW1 FOUNDATION WEEP SCREED Up W&AGC PLAIALVIVI M ---fl rNDVl7J_AKWR6 -AIRN11 OF VI ON 1,01 TIT VFRT- Al, ?TCO 3r;-RFMU� TOC' OF LAN(wj A,,'�,� 4k:NARI 3. 1,2-H F LARGE- GAP!�S PI, RESULT OF liAlIUML SHIRMAQ: DO NOT SEAL, X — OR 11 P S� I P: 1'. ��qlic ACCESSORY OQI f�� I I-AU'AN' T I'�LLVLH, WE CIR - R RR, R (VIVRED 80RID RRFAK MATHER QF,�Rr-�Tfa-4T BARRIER sra r runmnouicsr!) t A-n i Pi M-1 R AC14',F;�.M)RY W SHWWN lose% Pul" 1007 RE V "11 lie Ezri NUOVS WV�XEF? ROV LANII FRAWNCi S IRUG I URAL SHLAf HIM; SITRV, Of - , _—DRAINA(F- PIANIF VIRR Hum 1, i'404TI—K WH!r'i -,—SF LATH Cerrient Plaster -rance in acam J� with ASTMC926 over wood 2nd floor Cer 71 nem Plaster WEEP SCRFED DETAIL . ........ . . ... ......... ...... SCALE: NOT TO SCALE 0 to% _e Anne bY e E61flOn 7,Inent Plaster in accordanceivith ASTMC926 Felt badiked metal lathe in accordance with ASTMC1063 Building Paper 7/116" O.S, B rheathing Stampede or similar Lauk bottom joirit only Weep.5creed Installed As Per Manufact. Specs- 1102" Cementitious Decorwive Finish All inside and outside comer vMl rited to be rniter cut and caulked all butt joints need to 4ampede of Sir-. caulk for all SHEET WP1 so F �P- �f 6 y� (-znrbr Ha. -,ems fl bbo-W- s�,�,u�z �\ Fail ��� 1 (oy Bwer�� dills pRF rl