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HomeMy WebLinkAbout6453 Back Forty LpRECE ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS I EL ABV -ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE ,AUGJ 5 Z08 THE FOLLOWING TECHNICAL CODES SHALL APPLY: AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET N AHU -AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C -AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN 00 ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN LO AT -ALUMINUM THRESHOLD OC - ON CENTER a A4 ROOF PLAN AB -ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE p_ '�0'Y L' ( ) A4.1 2ND FLOOR FRAMING & ROOF PLAN o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME �, ` •�� o BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS "� < �°LO A6 1ST FLOOR ELECTRICAL PLAN n* BM -BEAM OPT - OPTIONAL 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN eo CIO ; Q BLK -BLOCK OH -OVER HANG 2. WATER - FLOW RATE. BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES 4 w° PUBLIC FACILITIES LAV 0.5 G.P.M. .o` z BIRD -BOARD PNT -PAINT FINISH SN1 STRUCTURALNOTES FACILITIES LAV 2.2 G.P.M. BRG - BEARING PTD - PAINTED TAILS S3M FOUNDATION DES4 FRAME WALL DETAILS O BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. �,41 BUC - BUILT UP COLUMN PERF -PERFORATED ` 0 CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 ROOF FRAMING DETAILS • w - _ _ - " � S6 WALL SECTION DETAILS �` 2 CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC � .,��� CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR cn N LO F, E CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES PA1.2 PRODUCT APPROVAL L p o 0 CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING PA1.3 PRODUCT APPROVAL CHAP. 3 ' p c� N m CTR -CENTER READ -REQUIRED PA1.4 PRODUCT APPROVAL i, ,� N M co u CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL V -0 -0 DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.0 HURRICANE SHUTTERS E '6 u o DTL - DETAIL IRS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS g 6 DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS tn w Q N DW - DISHWASHER SIM - SIMILAR SH 1.4 HURRICANE SHUTTERS 00 E DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE SH 1.5 HURRICANE SHUTTERS � 0 o u a CHAP. 10 WP1.0 WATERPROOFING DETAILS DBL - DOUBLE S/R - SHELF & ROD WP2.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS WP2.1 WATERPROOFING DETAILS 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 EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FIE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYR - 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 W P w w � o_ o FIR DR - FRENCH DOOR VAC -VACUUM Lu (D Lu z o 2 J Q o ¢ � < 0 U Oe zx o GALV - GALVANIZED VAL - VALkNCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF Q Q U < a o J z X g z ° GB -GRAB BAR VFRT-VERFIYAINFIELD O _3oa>z¢w°-zwzO0w0x� GA - GAUGE FLR TO BE TEMPERED GLASS. (SECTION R308) ~ U) w w o o w o m° Z U GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF (n O Z ¢ o w U GLS - GLASS V - VOLT DIMENSIONING: o Q ° ~ o ° � Q < ¢ a GWB - GYPSUM WALL BOARD WC - WATER CLOSET LL 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 O 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 0 I- LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING �_ in COO O MAY. - MAXIMUM A.5. DOOR OPENINGS: Q M O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q w CM MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING J MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED LL. ti MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME Q W Q u� MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ IZ M OF DOOR Q Q O A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z (� SURFACE TO FINISH SURFACE z SYMBOL LEGEND; A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND uj J O = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. �, � STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: A d. 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 O = 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 SCHEDULE D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - 2 12023 ELEV NUMBER UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OLENTEL ELEVEXTERIORATION MARKER l OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED 4 Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE ' STRUCTURAL MATERIAL ABOVE AS SCHEDULED Vir ual evi w A sist Inc 1 < ELEV NUMBER SHEET NUMBER Plans Re iew corn feted an r G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND far complia a ith t e,2 20 BC h E itio LEDGER SCHEDULE 41 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE by braAhn I(l b� P 230 �---ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION 0 N 0 ELEVATION MARKER MARKER 0 0 0 ,^ N N N N N N LO o - o N o O O CDr CD N N CD�- CD CD O i Z O NL w o O P. o 0 0 ; > N co .T Lo Cfl i LO I r�%� `V CID Z ~ ZZ CD q co W }� Z rn Q W Woo N N A Raw Lr) -0V/ U VU� I- O Z' 0�_o z �a l0 w < LENNAR TAMPA DIVISION A �, ��o W CYPRESS ST SUITE 200 `V >_ 4600 C , , w 0- 2�2 TAMPA, F L 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS O Jzx z IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT U J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL o O n- SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE M COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE LJJ w NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL C S J CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATIONui FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLOT BATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > May 8, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z O DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. o _J COVER SHEET 0 ;r 0 ;r 30'-0" OVERALL 10'-11 1/2" 6'-0" 13'-0 1/2" 4'-0" 4'-0" 4'-3" T-5" 3'-6 T-10" T-0" 4'-0" A _ LL 12 S3 TJ H 4'-8" B C r ELEV (-) °" HB a' F, 1 Q Q Q 9 Q 13 00 4 i i ---I v )� I 13 6 '�'9'-8 1/2" - 9 oU C---- REF I W I - � J O W cV I 0 V I I 13I -- I LO U 1 16'-2" 1 1 13'-10" C.J. I C.J. 5 O I1 0-01 B B _ Air 00 1 C.0 Q O Cl) 9'-5 1/8" ELEC/PLUMB I I i7 GG — Ir S3 /�� 1 — — — — — CONTROL JOINT — 171 7'-3 3/8" / FOOTING �� I 13 / (4) STUD I HTOT4 AT BASLUMN W/ E, I o IZ M nc 10 Q D n ' ;> ? - 7 7'-3 3/8" - O I � 2'-4 7/8" _ Q ELEC I CO Iz LAV 4 M j GG K °� O 1O N CD 00 1'-9 1/2" S3 S3 00 � It WH Q D "v w r r=-===—� N CDw ce) N 2 W I I� ' - 13 �� o 10 I o0 N 1 8 I CC I S3 11 I A.Q I ELEV13 S3 _U- I N I I I E IZ LLB I� �� I IN - Z -- - UU [3I 10 1 I I M � Z O I I U- -4 7/8' °° N I WC O I '� _ o B 10C? I CONTROL JOINT 00 I I - - — rt------N-- 00 M = , D C)00 a,� SEE DETAIL D/S3 I ( 1 Z1 o I N FOR FRAME WALL I I � TO CMU I CONNECTIONS �B _ � 4'-1 7/8" FOOTING Q I � 1 —' _ o co co 9 I 1 o�jl 00 130 I 13 I 4 V�o 4'-x- 1'-7" 3'-0" 1'-0" � 3 B o o "v - cI -j— 'Q A A Cn N = co I 14 0 1313 0 - a J 0 13 — — S3 C ELEV (-) 3 1/2" 16'-0" 1'-4" 1'-4" x L~i U 20'-0" 8'-8" H 30'-0" FOUNDATION PLAN_(EL_ EVATION A 1 /4„ = 1'-0" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL V►SQUEEN 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) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 13 = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL 0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) '= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS P= 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS NOT USED 1-1/2" DP X 13" WIDE RECESS 4 ICE MAKER LINE 5� SINK- KITCHEN REF 0 WASHER W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8 x 8 DP (1) #5 CONT. @ I MONO FTG 20" x 20" DP (3) #5s CONT. OCC PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. Cl) N a o N 00 LO LO C) 000 Lo t is c O w rx•:-may: `: _ - � Z Q t^o, W N L L 2 U ` 0 N Z O00 u a -0 — 2 co i L M p Oo 2 o p U-o o Q C U •LO U Lu QN 00 E2 W L �a o U LLI w 0 W J W O <0 �¢�uo2 o Q a " , � ' W ��o�Z�WOZ2O0 < owQ,§0z0=00M0z v O Z J� Q O w Q Q z w Z 0 w U❑ d LL QOw Y❑QQ Q ¢LL LLQ O 0 Z W O 1­— (n O ���MO J u') z> co - W 1—Wi1M Ge 0- 2 T- Z U Z J O m O \V JU 2 1 102411 Virtua Review ssi 47tit Plans Revie co ple ed aid#or compliance ith the O?D n by Deb ' no C�CD 0 CD 0 N CD 0 N 0 N 0 N 0 N CD COO CDc- CD0 .r O CD N O N O i 0 O Nw o 0 0 0 0 0 ; / i NM.. V i.C) CO i vJ }~ Z W O Z Q W O L1J U ° o 0 UUU pZ5;_ O 0�_o Q Z a�a I— WWQ z)0 N � Z o� . . O w O <t=::) Q gZWO Zo` z aZ F� Q oU O � z Z w W J rl- O 7— LAST PLOT DATE Z 0 May 8, 2023 J MONOLITHIC FOUNDATION PLAN A . 30'-0" OVERALL 15'-8" 7'-0" 7'4' 10'-11 1/2" 6-0" 13'-0 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN :- 3 1/2"00 Cl)00 o LO r- SH 25 00 HB M H D AT 6'-8' ti (4) 16" 00 DP SH AN TRY Cl REF `* N 7 5/8" 2'-4 1 /8" '-1 3/8" ;' 6-6" 17'-9 1 /4" 7 5/8" KITCHEN 00 8'-8" CLG �-- `�FLR FIN LID o0 LINE v7 5/8"r2068 '-11 1/8" GREAT ROOM ---- ----1 -_------ 13'-9" X 17'-10" 8'-8" CLG 2x6 KNEE -- II WALL TOP M ' '' @ 34 N oI w 0 u it O -000 �o (D O M O u ii SINKW/ ti ti Q c o DISPOSER N (2) 2X6 ay Q/S4 HEADER 2. /'-'—FLR FIN iD LINE 7 5/8" 6-9 1/2" 12'-2 7/8" "' 6'-3 7/8" T-4 1/2" 7 5/8" I­Z N o o > w � (4) STUD COLUMN CO Q Z LL N = a z X CD BEARING o = m DINING Q WALL (TYP) 1 V-1 V X 6'-6" -j 00 co Cl) 8'-8" CLG o0 Zo " Co U41 —TILITY RM o N 8 8 CLG 04 , O (2) 2X6 N Q/S4 SH INSULATED HEADER — WALL 4„ ��� w 20 MIN FIRE d' 0- RATED DOOR W/ _j TP WEATHER STRIP C' G PROTECTIVE BEARING S3 BOLLARD INSULATED BEARING WALL (TYP) WALL N n C C 000 s TWO CAR GARAGE s3 — S N 8'-8" CLG 36" H 7 zo LOW WALL s 0 ;'5 N FLR FIN LINE LINE OF GARAGE 00 1 I s IPOS — — — — — — — — — — — — — — — I `Y' A 36" H TION I FOYER U CONT 5'-11" X 3'-7" I RAIL 8'-8" CLG SEE DETAIL D/S3 FOR /0O "' H AT 6'-8"1 FRAME WALL TO CMU H,g CONNECTIONS I r- ENTRY 00 TE PERED 1 _ 8'-8" CLG 1 M 1/2" 2 1 16070 1 A3 8" 5'-8" 3'-8" F_ — — — — — — — — — — — - m 00 - -- ----------I LINE OF P: Q 1'-4" FLOOR ABV 16'-0"' 1'-4" 1 - 411 8'-8" 1 -4 TIE BM AT 8'-8" 20'-0" 10 -011 ' Vr _ 30'-0" _ OVERALL FIRST FLOOR PLAN (ELEVATION A 1 /4„ = 1'-0" 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, 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.)* = 42" A.F.F. CR U.N.O. 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. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. 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 NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP.UN0 p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE �A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 26 GARAGE 401 TOTAL SQ FT 2644 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 co N O N LO In °a. o LO 9 w �r `� ✓ o ` v w 0 z Q to N L � W L q U (� C`7 N d U ❑O� ua � � ,� ,r11 M w. :E co Oo 9 a O U-o o Q Z U a • Ln w . CN rz 0_ V 2 o ILL!W C� W ❑ LLI (!3 W O ~ W F W J W 2 O �--Q X Xg z0� XZ) Q Q I-- U J�03:XWLLUOU_ JO �0oaa zXW0Z200Z-- I- C7W d-OW O W O��Z=J LL 0 Z _j<0Lu �zwzoW°oa ¢ Q Q Q ILL O w Y Z oQ o 0 oQ Q LL H W z0 OW �[_7CY)O Q (n M � t) L1__ r15-" W Lq F— (y) o0 F- Z U WW�0 O L 13 irtu l Re iiow Assist, 1`1 c. Plans evie mil tee nd r vetl for compl nce witl the 2021 FB 7th Edit on b Debra A ne lah PX2 00 I I I �— o N N N 0 IN LO Q N N o 0 -t o o N O o 00 CD.— O � r o N 0 N 0 I ; ' Z O N w W o 0 0 0 0 0 !! > v✓ Z~ zz W Qw o W O p00 U U c� ^ s.! _ � �Zj 0 O�_0 Q z a�a l0 I— �Wa cow N �� (V W Zoo W > �� O wo O Q V ��Of w U` z az LL. z U < pow Z A2 w W J 0 'r > LAST PLOT DATE • May 8, 2023 Z 4-1 0 J 1 ST FLOOR PLAN A N 0 N 4" LO M� NW W va0 ow 16-7 1/2" 30'-0" R & S O j (5) — — SHLV I I v WIC '-0" CLG I � 15'. 0 1/2" NL 5'-3 1/2" �2668 OWNERS BATE 8'-0" CLG i N TB 0 I `r L — — R&S SHW HD & VALVE 7 60" x 36" SHOWER PAN BEDROOM #5 10'-0" X 10'-1" 8'-0" CLG RETURN AIR BELOW-\ 5'-1 1/2" 5'-2 1 /2" 6d' R&S (2)2— BF (2) 2068 BF R & S BEDROOM #4 10'-1" X 10'-7" 8'-0" CLG 4111 10'4" V-4 1/2'! BEDROOM #2 1 V-5" X 10'-8" 8'-0" CLG (2) 2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR WINDOWS----, � o 3'-2" 0 CD N it) TP CV O_ AHU �P M M V z 1'-111/2" T-8" N 10'-6 1/2" SH 25 HD AT 7'-3" FC,RFSS 15'-4" OWNERS SUITE 15'-4" X 14'-0" 8'-0" CLG LOFT 13'-4" X 10'-8" 8'-0" CLG 13'-4 1/2" 3'-5" T-15/8" 3'-1 3/4" L �zo 8 22"X36" o C , ATTIC O Z ACCESS P J N BATc �2 SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" EGRESS 7'-2" 7'-2" 14'-4" �U l '-3 1/2" M m I 00 0 N I06 I - 00 N 1 I R&S 5'-8" 30'-0" OVERALL 2'-10" BEDROOM #3 1 V-4" X 9'-8" 5 8'-0" CLG 4 1 V-7 7/8" 3'-3 /4" SH 25 D AT 7'-3" EGRESS 4" (0 LO N =Q 0 4" v 3/8" J J O tr �W > 0 SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 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 STAIR SECTION 1/2 = 1'-011 WALL LEGEND: 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. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) eo �r SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" NOSING 2'-9 1/2" 7'-2 1/2" 10'-0" RISERS CUT FROM 1x MATERIAL 4_N,z__2xREADS MATERIAL FROMCUT M SECOND FLOOR PLAN ELEVATION A 1/4 ff = 1'-0" (3) 2x12 STRINGER---/ STAIR DETAIL NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. —� SEE FOUNDATION PLAN FOR FILLED CELL SPACING. —_ 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. 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.)' = 42" A.F.F. OR U.N.O. 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. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1 /4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN 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. 4 WALL SPLICE DETAIL N.T.S. a � r1 3 ' ll 'k - tno, N L � _W L � v >N � 6 r M 2 o O 8" "m Q -i .N U U LU QN C 00 °- V M N O N O T ti 0 O 0 LO a! Q Z CW G O W 0 z Q LUP w w2�o w Q �_X JW03:W U- 00, 0 Q Q U moo zLLU._z2_j°F-¢a F- 1— cywc�ozoWoo=zzv a- U)ww in �Q =, OO Z ¢�Q�W¢ozWzo�°oa ILL Ow �_� �YZQQ O Q Of U_Q O F QLL i� O O Z CV OW D 5 r-- O cM 0 Q LO w In F— 0� D_ _M 00 z C) Z W O O CD T-1 9 Y� V Virtual Revi A sist, Inc. , tans Review cam lete an ap r` v d forlomphance with t e 2 2� F CI 7 h it bv.Debra Ann r �■ o N 0 N 0 (V 0 N 0 N 0 N O z O C)r O ® N O N O N O ' i 1 0 NLO W o 0 0 0 0 0 l i LO > 7 M1 W } z f- W Z W O 4_0 W Z z T-I--+ V/ o U 00Lu z VU� LO -0 1-- O :Dz> OF-0 Z a�aa r � i==- W�Q HitW N V ►- N Zz)O ■ W QOco LO Q O zX0 V gW" z az ry Qz p o l� m z z z z w Uj J 0 LAST PLOT DATE July 10, 2023 z O _I 2ND FLOOR PLAN A 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 2ND FLOOR ROOF VENT CALC: 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 F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 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 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 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 TRACEABILITY TO MANUFACTURER AND PRODUCT ROOF PLAN ELEVATION A 1 /411 = 1'-011 M N O Q 00 Lo o • ; • w "° Lo e� < C> ice, y1 LL 00 Q z o �✓ o 0 z Q L/`) N LO F '0 W L - U ch ai In .o 0 ` V o f u a W 2 � L •= O 0 O rn� LL lJ/ O u Q Q N = V co V a (� W W UW H W J W 2 O Qor �°���o �U)Ll- o Q Q V j d 0¢Z U_ LL _0 z� Q OZOWOmz:� OOZ0- o LLI JU Z= Q��QpWWO¢Qa QQLL O W 2 F Y Q OSZQQ LL O LL O Z L1I O� LO D r— M O Q � M � �fnLL_ ti z < LU < In F- 0- co Z U W W _jo 0 U 2 2 02 A Virtual Re iew spi ,;In .; Plans Review co npleted nd a p'ro r compliance witt the 202 FBC 7th i 31, by Debra A ne lahr I PX2 I I o o o o I� 0 N o N O r O 00 \ O O N O O Z O O O O i 1 0 NLo W o 0 o 0 0 0 I Li N M 4 6 6 i 1 U) Z ~ _V Z W O 4_0z W O U 0zz 00 UU� Lo -0 O Z)Zj OI.-o Q z aafa k I- WWQ comw N ZOO o� W Q� � L!� Q z LU o ® Q V az`U` �/ z - z rye' z V J o W z Z z LH LU 0 LAST PLOT DATE Z 0 _I ROOF PLAN A SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A 1 /4„ = 1'-011 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED Onl nil O KEYNOTE LEGEND KEYNOTE ANNOTATION O BEARING WALLS O A/C CHASE O 22"X36" ATTIC ACCESS �4 STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /4„ = 1'-011 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 C J 3 ti CJ1 � U U U V-0 5/16" 1. 2'-0" 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 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-B1 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 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 NOTE: are designed for ASCE 7 —16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 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 I � F12 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8-8".A.F.F. LABELED END MARK am i 4 = HTU 26 (SIMPSON) d d = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 134 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to Spree 60 degrees ,/ or less 1 112 I 2/3 to 1/2 _ line r span approx. Ta line r 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. additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY rLOAD# DESCRIPTION INIT. DATE R/01 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 RA01 REV FLOOR FRAMING AND TRS RFS 1216 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/09/18 RB01 REV. FG1 WEBS JRH 3/5119 MOVED FG2 BACK & EXTENDED FTTS ARZ 08/24/20 REV.ENTRY JRH 10/30/2020 E NEW CODE LCA MAW 1-14-21 CARPENTER —� CONTRACTORS - OF AMERICA 3900 AVENUE G, N, W, LINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-8488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216A CCA PROD/MODEL/ALT 7A2/ 2216A ALT DESC: OTC LOT BLOCK: fAN ER PAGE S /16 SCALE 29220R 1 4 "=1' ??? 11/18/02 9:52 AM CCA48.divg M N r>tF ® •`..� ' 22 22 �• �: !c, s d in t ��4'• 7)t it o 00 L0 < LL.I _r o 0 w 0 z Q a 0 > W 0 0 CY) m ai N 2 t M m } 2 Oo 2 0. O LLo o Q iU • N LL1 Q N V TO 0 E Co v -a V, LU W Ur U 0 Uj W 0 I--Q C� J �a�,�zX z Q Q H QOX J�O�TOLLO°00 <00 ZB-II 0Z2C°ZQQ CYU) =9o�Zlo�oomZ JO ° O � Z J 0 a� Z Y° Z Z� Q W ¢0LU g 0� tL (� l__-gwp2v°a 012� o = oyzq< QIL U_Q O O O Z N O� U : ti � o p M Q w 5��ti M_ Q 00 Q >- Z U f— Z LU Wo J O JCD d' JUI. 2 1 202z' Virtual Nvihlih As sijI Plans Review comp tetl n c . pr ved for compliance with the 202 FB 7th Edit on by De ra Annie ljh * 300 N N N N N N UD O N O N O N O N O N T O N r 0 a O r � k- CD N O N O I i 1 Z 0 w o 0 0 0 0 0 l / N M V LO O CO Z Z Z QW CD -�-, W Z O U Woo UUU) o 0 or> Q Z a�a r l0 I— �WQ m,-w (V I- N Zoo aF-D . . O o O Q gZOf z az 3: U_� 00 Z 1 z z W • W b' o r LAST PLOT DATE • May 8, 2023 Z �--a ® . 2ND FLOOR ROOF _I FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 5.N ROOF O/H DETAIL pia _ 1 1-r)ll YIAIAITCPI MAILr!!!M ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL PROOF O/H DETAIL -11 WINDOW DETAIL 7,riaT V TRIM BAND 8 O/H DETAIL WINDOW DETAIL WINDOW DETAIL WINDOW DETAIL 3/411= 1 '-0" L 3/4" = 1 - 10 4 = 11_Ol 11 3/4" _ -011 4' OFF SHINGLE ROOF RIDGE VENT 6 12 12 6 SHINGLE ROOF 11 TI 11 11 INJ 11 IT[ A5 5 A5 � 11 11 II I II II II II II 1'-0"' O.H. EA5 7/8 STUCCO OVER FRAME u — 12" PAINTED RAISED STUCCO BAND DRIP "V" SCREED- 5/8 STUCCO OVER CMU----- PAINTED METAL GARAGE DOOR — MEANS MonsonMENEM iu A5 FRONT ELEVATION A 3/16" = 1'-0" 4' OFF RIDGE VENT REAR ELEVATION A _ ELEV AT 18'-0" SECOND FLOOR CEILING 7/8 STUCCO EA5OVER PLYWOOD CASING BEAD W/ WEEPS OVER 12 FLASHING 4 _ ELEV AT 10'-0" SECOND FLOOR FF _\ ELEV AT 8'-8" FIRST FLOOR CEILING 6" PAINTED RAISED TRIM BAND JI-ftj 6" PAINTED RAISED TRIM BAND _ ELEV AT 0'-0" FIRST FLOOR FF _ ELEV AT 18'-0" SECOND FLOOR CEILING ELEV AT 10'-0" SECOND FLOOR FF _\_ ELEV AT 8'-8" FIRST FLOOR CEILING _ ELEV AT 0'-0" AIIkN FIRST FLOOR FF SAINTED RAISED TRIM BAND :ORED LINES FLASHING 6" X 1 1/4" THICK SMOOTH STUCCO BAND J �0 LUMN DETAIL 12 = _n„ o0 5/8" SMOOTH STUCCO OVER CMU V-4" cV RAISED TRIM BAND 0 r A5 12 5IIIIIII I I I 1 11 11 1 1 1 1 1 1 1 1 Ir 11 11 1 1 1 111111 111 11 1 111 111 111 12 5 I _ ELEV AT 18'-0" SECOND FLOOR CEILING 2� �7/8" STUCCO N � <, OVERFRAME C.J.I C.J.I C.J.I C.J.I C.J.I 6'-4" 10'-0" 10'-8" 10'-01, 6'-4" 3'-0" SECOND FLOOR FF DRIP "V" SCREED ELEV AT 8'-8" WEEP 5/8" STUCCO FIRST FLOOR CEILING SCREED OVER CMU ELEV AT 0'-0" FIRST FLOOR FF 3 RIGHT ELEVATION A 3/16" = 1'-011 RIDGE VENTS SHINGLE ROOF 12 5 -..d 12 5 I I I I I I I I I I I STUCCO OVER FRAME 12 �-7/8" r C.J� C.J.I C.J.I C.J.I C.J.I `+ 3'-4 8'-8" 8'-8 8'-8" 8 -8 3 -4 %-5/8" STUCCO WEEP OVER CMU SCREED o0 CASING BEAD W/ WEEPS OVER FLASHING LEFT ELEVATION A U 3/161' = 1'-0" 3/16" = 1'-0" _ ELEV AT 18'-0" SECOND FLOOR CEILING 12 ELEV AT 10'4' 4 SECOND FLOOR FF ELEV AT 8'-8" ?'-0" FIRST FLOOR CEILING ELEV AT 0'-0" FIRST FLOOR FF 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 EXTERIOR 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) fos M N O N �1� O Lo 000 C) Lo e i t 1 L...� c.. z UJI N yfil _ O w 0 z . 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GFI AT TV r I 30" A.F.F. ��`/VC�� if GFI HDMI TO_" DISP -16 `- GF LIVING ROOM G F JTFi 30A.F I 4'-3" 5'-8" GFI KITCHEN 6'-0" A G F GFI A / GFI -10' DINING TILIT ROOM W F I-0. 14b F GFI \ PW_DR\ C7�, BATH J ELEC O METER 2'-11 3/4" ELEC PANEL 1 i ! TWO CAR GARAGE ,• 1 I 48 GFI o CS TO 2N FI CV GFI FLR ELEC 110V CLG i MNT. _---OUTLET ---! — N / 3 o I I 4 I GFI 1 N WP 1 I 4'-$„ 1 I ! I ENTRY L--------------------� FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /411 = 1 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 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 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH--,— SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S 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 a TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET 6- SWITCH AT 36" 6 3 WAY SWITCH AT 36" -64-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL {A} 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 USEDIF C 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER O- 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBAL {} CLG FAN PREWIRE AND SWITCH COS COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C 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 9F24:;;g 24" VANITY LIGHTING FFFF 36 :F;R 36" VANITY LIGHTING 48� 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUSTFAN p DOUBLE FLOOD LIGHT W/ COVERS AND C: 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER fM CHIMES (DELETE W/ INTERCOM) 1= MASTER STATION ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT On 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. tno, N LO - '0 W L N U 12 c7 _ ai CO 00 4 to ::) i) M U a V -U � 2 2 M �} E 41 .E �o 0 O o D Q -�°', < ^` 610 QN C o0 W 7C0 :r E �0aa V, Uj ❑L �WOLU �W F-Q D _j o:gzF x °��(D o�o° Q E- °LzEooWoo�_<<H mZ = ow�Z 0 W W Q� pWZWZO 5Oz U- �QO�o¢ O W �I-� �YZQQ aoU Q C 0 ❑ ❑Q � WQ o �QW i� O O Z (N O� .,,(/) f ti 0 p j_:C0 Q u) CO � z I-0111M � � 00 <� V Z W W J O O m _ \/7 / J L . __' 2 11 2 , 23 Virtual Revi w A sis . the 1 Plans Review co letad a dap rav d compliance with e 2,12 0 BC th ' io by Debra An Kl h& I X�3 I 0 I I T— o 0 0 0 LO 0 N 0 N N N N O C)r O N O N r N ' C) z o 0 0 C)I ' O N Lo W o o� o 0 o I LO > N M cf Lo CO i � Mf Z� Z W Z w C)A- 0 �� W Z z ® _ WOO U U U I— O oz> 01w- 0 Z 0- ai a- I— �w< = mTw tV o?o N SOU) w <F-Z) 0 ZWO � O Z C) Z u_ • az Q F� U _j O o- MMO W tY z z z w W 0 0 LAST PLOT DATE • May 8, 2023 � ZO 1 ST FLOOR ELECTRICAL PLAN A 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.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. SECOND FLOOR ELECTRICAL PLAN (ELEVATION A&B' 1 /4" = 1'-0" ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH r SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ri TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 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 QSTRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -fl DIMMER SWITCH AT 36" --� FLUSH -BUTTON DOORBELL } CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER --- SURFACE MNT FIXTURE {- WALL MNT FIXTURE NOTE: C TUB/SHOWER ND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 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 C SMOKE DETECTOR CU-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 c D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 97r24:;9 24" VANITY LIGHTING 9;-= 36 ;;R 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) =F MASTER STATION ELEC PANEL 21 VACUM OUTLET AT 12" WAI CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT On 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 to N � W L N U r') � y N M y� V M U P Eo 20. 2 O } 0 •SIN^`` w 0- ., c L00 7W V a LLI U' W w �� w w2�0_0 H < x J x Z W z X::) _j 0 0 Q F-- �wU0'0 QJ 0 (Jco §2z0x00Mzz J _ 00 Z cn�w�01WW Of0¢< LU � '< ILLoof 40w02� 4 26i320 0-Z) o¢Q� wQ O F.-w O O Z N OW n ti 0 - M O I- Q U) M to U) - ti I—�0—_M 00 Lz 0- Z U H W W J O O Mj It U!02111 Virtual Re iew AsIsi 0 c.1 Plans Review cc npleted nd ppr ved r compliance witl the 202 F8 7th gi1i n by Debra A ine K14h PX2 00 N N N N N N O N r O N O N NO O N O N O N O - N O ® O � o N 0 N o ' I Z O NU—) W o 0 0 0 0 0 l Nt __ N M V In co i Cr M� Z~ zz W OQw W O 000 U U � Z)z5; O OF- 0 Q Z aZa � I— WWQ = mew r*4 I- N Zoo ■ W CL U) 0 ZWO O z V LL gzLL °- z OU MMO W z � z z z w W J rl- 0 LAST PLOT DATE . May 8, 2023 4-1 O 2ND FLOOR _I ELECTRICAL PLAN A&B 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). T2 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 E APPLICATIONSHALL MPANY WITH SECTION R308.4.3. (914 MM) OR LESS IN DEPTH. GLAZING IN THESE S CO C 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 1/2 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) FRCM 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1, 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 30", #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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (f'c) 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) : 3112" 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 CONSTRUCTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTERLINE 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" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8 FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour 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 sidewalk. 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 (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF /-28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS I HE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. 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 DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. K1nTC. GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" 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 Y/". 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. P for c M N O N - r LID o 0 a < a UJ 0 xv� W Z a 0 0 M M N v M E 0 :E O2 o mm VJ O LL o Q U .� p� } .N V w a0 N i cO E�2 a LU W Wa (U t] W ~ uj ' LLI Y_j �¢ZE-. � �0z�-a¢0 rY_j00�LL00O Q ¢ V =aO<Ou_O-OOmZU 0 0 O ® z ��0- wW z1�' p_W0a O ,W620 <F- a P 0 D 0� Lazo_ LL a O I- a u_ O O Z W 0I­__ U Z) r, D M O Q U) CIO Lo ZIry �_ 0Y C� _M 0 G � Z U Z LU W J OO CD L 2 412123 Virtual Review Ass A I ic. ns Review completed @nd 1ppr v I mptiance with the 2021 FBI* 7th Edit on _. by Debra Anne Klah PX I 300 I l l O 0 O O t 0 0 0 N N L C,N N CD O CO C)� o C) I I I 1 z N Lo W O O a N 0 MI CO Z H Z Z W �+ C)a W ZZ rn 0 V O O LLJ - V / ZDZ5; 0 Ol__0 Z qr�I ^ �L/ W �< � J U c�W N 0 N O zom: QI=-� O Z Z� a-Z �Z U J 0 0 � Z SNO a Z W � V N LAST PLOT DATE @ Z O STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT_ MPTAL LATH WALL SHE. ITHI NG _.._. Y... :.. 19. .f.... I.I . �.. I.I.. .I I 1. I �:.:.. 16GiAK �_T' LONG "-1" R'OWl} 1BGA 1-112 LONG 4 1 STA=LE86OC VERT BETWEEN R011AF� STUDS (NOTED THUS..) OFSET S „ 0. . �'ERT INTO STUDS STAPLES BETWEEN STUDS AS SHO`�'1N (NOTED THUG:-) T L L T A T C I --I T TAI REV. 09.24.21 SCALE: 114" = T- - DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* 'ONLY APPLIES TO L NNAR TPAIJAX*'" 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 FLAINGE. 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 C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H :'011 STUB -OUT FOR —' GAS METER 0 O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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) 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 U., + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° + 1/8" gap ° k k �'L FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° + 1/8" gap ° k k �'L FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" max } gap • � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4" max._: 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 a" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION 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;or=20 1/16" details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam O Boise Joist Blocking for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. " `_1Z ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch lie 7K or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset use -i uaxj naus at b-o.c. Tor au joist blocking panel *Non -stacking walls require additional consideration.— •IN 6„ A 1Y2" ROUND HOLE MAY 6„ 61 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" Round HtofeDiameter O 2 S- 4 5 6 - 8 75 1fl T= 12 13 Reot t�� Hale Side # 1- 3 - 6 9 1 An 16"" gist y j Span (fi'y .-0' 1"-9 1€-2" V-2" 1`-3" 1 3"' 1"-7 1'-11" 2'-4" 2'-9" 3'-2" 3'-7`° 2 1"-0"' V-1 " 1'-2" V-2" V-3" 1 r 91" 2'-4" 2'-11°W' 31-7' 4'-2H 4'-9" 5'-4>" 16 ,1`-0" 1'-1" 1' 2'" 1i'n 2'd .l,P 7°` 2"-5„. X 2" 3«-10" 4r-9" W' 7,, 6'4r" 7" 2€ 20 1'-0"" 1`-1 1<2€a 11_2" 2' 0" 3'-0", 4"-0«« 4'-10"" 5'-11" 6'-11'" 7"-11 " ' 11€E 24 V-0" V-1 1'-2" 1'-3" 2`-5 3'-7" 4'-9" 6'-10" 7`-2 S"-4" 9'-6' 10,_9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbingT_� 3" max JOISTS OFFSET N.T.S. Jc Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® 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 BCI600) 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90=® 1-7/8" 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. �nstall tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap , Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiifner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 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 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL II III FINI GRADI E 011-11 — I —III — —iIIII— I III ;. III I I I �Illll�lllll�llll���lll��illl I�III��IIII lilllllllll �E�III�1 1III' F_— SLEEVE THRU STEMS ° SEE PLAN FOR — FOUNDATION INFO ° ° ° STEM FOUNDATION GRADE REINF. SEE PLAN ° X ° I —III —I 11= Illlll�il �i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 1--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION co �Q • �. • 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 --� . q - �.-- ° — °°' °� n° II II1=1I1=1I `� : o I1=1I1=1I1= -I I1=1I I —I o ° I-111—I I I- -1 11= ? ° ° SEE FND. PLN. SIZE & REINF. M N O 00 00 LO LO 00 a LU Ae LU z 4) `D Q U 3 0 co � 5 4.un o� a V S.—of M A� 0 s E :E W ` o rnrn VJ } 0 _ 0 0 Q s U W I` C) w a W W w F J o!��zo Q VOLL C)(D Q¢ H =) JU)O�W0LL <oo Zry 0Z20o�¢Q Ocn02uJoZOLuoOmZZ U 0 rnWn.WinwwI-zLLQ:<0 _J<0WQozWZO��oa LL OW �1-� �W ❑� ¢ O� ❑ ❑¢Z ¢ �¢ O �¢� O zLU O� U) ti p I.-:� o Q � coLo U) L ti QLJJQLo I—I>1tl_M Q Q oo zv� LUz0 J 00 CD �U oz Virtua Review s'si I t. In Plans Review completed aid ap . ro d for compliance ith he 0?0 QC djti n by Debr3 An elll hr 11hpO �■ o N 0 N o N r N O o � 0 N 0 N LO O N N o Q C)Z CD O O � r — C)I I I l i ' O NU-) w o 0 0 0 l l I Lo � � N co � i 1 0 CO U) }�- Z Z Ozw +� ' -1 LU z z z T 0 V boo Uvcn V, � Z)Zj 0 0r� Q z a�a mitW rNi 0 0 0 N W F ZOO LL1 < F=-- � ■LO Q O 0 �W� LIL z a �z 0� Q J OU ,MM0 a. W � zz W J � Q r LAST PLOT DATE Z O STRUCTURAL e = DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905,1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 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 ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w 0- MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR c CURB DUE TO SLOPE °° 6 MIL VAPOR I II BARRIER I I a I III I COMP. SOIL. (COMPACTED TO 95% I I =1 I=I I I I= PROCTOR 1I 1I 1IMODIFIED NOTE: EXTEND DECO FINISH— D1557) 4" to 6" BELOW GRADEASTM (2) #5 REBAR CONT, 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Z M SEE A/S3 OR XS6--'-ILI l I I li F,lil it l ll-1 FOR REINF. INFO. 3" MIN. CLEARANCE V. 4" (1 STORY) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 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 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. .1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 r WWF OR FIBERMESH `' A �. I —I I I=ll—J1 I I III=1I I -III -I r TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. U-0" 4 . A.F.F. A. V fi�rr{{ Q. ° A a ELEV,-0'-31/2" ° °...a•, a a °d, d O d.a •' •; e a 'd a 2x4 CONT. ' .,• ' a . .. ' ° .° •'d A.F.F. LL a 4a LL a, GARAGE DEPTH VARIES d• Q. a ' ^ 4 GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" a GRADE °°EEI—II�EEI—I —I I —I I —I -I 1= I I=1 =1 1-1 =1 1 I I I I I (1) #5 REBAR w/ OPT. ' I -III -III -I 11= 11= I I. 11=7-'-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13! O.H.D. RECESS d r ! M M .•.. .:4 00 1=III=11 1= 4111= T +.:1. ' I��III� III :+y ...;'. IIIIIII SEE A/S3 OR J/S6--- -I lil l I l 11 �,lil ; FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STC I iRY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN, ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 21 1 3 1/2" MIN. D ° z ° =III=III1 1/2"(min.)-4" —I . ' III —III— 31/2"(�"T I— _I- II�—III _ ICI —ICI —ICI —III ICI —ICI II (2) #5 CONT. I ;,I I II II 111 111_II ;III" 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL CcD STEP ) SHEARWALL "SHEAR WALL" -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) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 15 x 6 W1.4 x W1.4 WWF OR FIBERMESH 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"°x3/16" 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 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 1Go �\N�o S FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION I 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. •@ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N ° D ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° D M — — FINISH GRADE O0 _Z 25" MIN. LAP30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER MLI I III I °e. Ti =111=1117 III �1=III=�=, 00 r R 1 7/8" -III #5 REINFORCING BAR II II D : I I �111=I I II I II �I I I- r .its I Ap API Ir I= I •' I � —I _ COMP. SOIL. (COMPACTED TO 1111 I 11=1 1=1 1= 95% MODIFIED PROCTOR ASTM - D1557) IIIIII IIII�S�III �IIIIIIIIIII �I 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x r� OL p d C d d d G - a d .4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) .c M 6 MIL VAPOF BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAf INTERIOR CONCRETE S °a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E = r6x6W1,4xW1.4 r 1 WWF OR FIBERMESH r, C K S3 �3 1/2" 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 1U-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH 31/2"(min.) - 4" =1 1==1 III=1 I _ I I —I 1=1 —III I III —III —I III 1111—I 1 I' (2) #5 CONT. I 14l,1 I ,I I I_1141 1111,; 1 1 III U.N.O. MIN. 2 Si .I - 1111 A•1 •� m of SCALE:3A"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w D J ILL!LLI 1=1 I I 11=1 -III-III III -I ° REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR A. & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO d 2x4 P.T. PLATE 9 7/16" o.s.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.R. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. V) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. 6 ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAID ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ram,F FILLED SOLID (SEE PLAN FOR I — SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER AlAll rlAl rI n 1 / COMMUNITY SPECS (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1' 4" 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 ° D =l l l=III=III= III IIII=III=III—' :- TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a — ri . ° a III -III III; N _ I-1 I I-1 11-1 I I, I I i I4,a I II M N—� I SEE A/S3/J/S6 4"I FOR REINF. IN, OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. rM SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING, r ' M 1 00 GRADE - a ° Q. ' =—I—I —I—I—I I —I I w WLUICI=1�I' a• . I_ II=1�I=1�I z )� U u.. a d — — — MZ< U) I —I I =I 11 11=1 11=1 I I=1 I I EE111=I III FOOTING -III 1 I I —III —III —I I III —III —III — I I1 l i=1 I-1—III I -I 11-1 I I—' BEYOND 'ADREINFORCEMENT 'I=111=111-III-"' 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N O O LO co LO � > CD �# W w 0 z N NLO � W L ? u Mc y N -0 0 f .2M nU W E L me B 4-0 O o 9 Q Q L co F- � .5) 7W W W w w�¢ 0�Uj _j rra�zO Z (� H QOX_jcn0��cnU_U0U�O z - Ow��OzOwOOI° � O a 0 z Y 0 Z z l' p 0 0 a fn Z w ¢LL pwOg��—�wi3mo < O 0 p Q Z Q LL Q O ¢ LL 0 O O ZW O 11­_ (n O C]II.-:coo c LO cn I-0�� >-< Q00 Z Z LU W J O J d- JUL 21 202 Virtual Revi Ik A his Pr Plans Review co p(et d ar , d ap d for compliance with the 2i 0 FBC E a 'o by Debri Anne O 0 O O r N 0 N 0 N CD N O O N 0 00 o 0 CD o II I I I I ! ! z O N Lo W o 0 0 o n L > N co1 I i / 1 M }~ zz W Q W O -1� }, W z Q U 000 C)VU) .� o g W> �o Q Z gitz ro- � II-_ ��¢ LU r—I = m it w N(DI0 — N 0 Z) of Ld 0- ■ ■ O 2~O C Q U QUjx az� Z �z Z �� U J 0 Z z z J Uj �- N LAST PLOT DATE ® STRUCTURAL ® -- DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d 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 V,4RiE5 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 \(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD + +++ " CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 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 —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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 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 DRAIN WALL CLEAN —OUT rA 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 ... a. a a e g STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U,N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE, SCRAP MATERIAL J Q LU 'o 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 ° GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. �' ° a a a. A . a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. 54 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4. 2x C 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -ft 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 W/MOUNTING ANGLE TOP a aARAGE IOOR 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 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVERTOP 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 w `—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op 0,4 U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SLI SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 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 (T ) 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 MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A i V/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (21 PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a c. 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 • ' 48, SPLICE STAGGERED ' N �IkN J �10d @ 8" O/C ATTACH ALL -' \ EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON I—C—) c C P.T. _ATE �iivirwiv ar4 SP2 SIMPSON 10c ST -J- M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 d o d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 - NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w 2x TOP PLATE U T L) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF, INFO. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" NGGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (B) (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 1 " a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) 3 (5645# SPF) 3 (6970#SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. 2 & NUT ROOF TRUSS ABOVE /- 2X BLOCKING U C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. tol i t' cY) N ^* N 00 Ln Ln O OO LO k �- " 4:, z w w z Q N 0 0 o W L C)C0 0 U c N .�� M iD co u a V rt� E r Oo 2 o 0 cc Q U6 -s 'nV�? U Uj 0- N ; TWA fL� 0 � � �l V a LLI ❑LLI Uj WOE �Q �¢�zof LU O U_ 0 2 0 W U _ 0 p Q X J 0 QQ uu, O �- 3 66 0LL E00mZj 0 0 O cn a zww cn �¢ Q�Q0wQOZwzOLU00 ILL oW ��� gw❑ ¢ o Ei 5 za � 0W ¢ LL ¢ 0 LL O O z W 0� 0 L_ c M O z Q x M LO L.L 2 U) ti z < W In I— f1 M 00 ZVI�- W0 W J 0 m O Virtual Review Assis, Inc. Plans Review corr plet d a d a pro ad compliance with he 2010 0;C tf� by Debra Anne Kl Irr Xi3 0' o 0 0 0 0 ' ^ 0 0 N N IJ N C,4 C) O C)� o � ' Z INo r o o l I I ' n � � � N L / M1 VJ Z H zz W QW -i--+ CD W z T ® U Woo VUU5 V/ Z)z5; -0 0 0-� z a�a I ^ I— Ujw< rl coitw N � H N Zoo W�� U 0 z oo V z n<w.zw ILz H� Q U _3 O O 0— z z z z w W J O 04 O LAST PLOT DATE z 0 STRUCTURAL J DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 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 DETAIL-7 (2) 16d NAILS 7 IF >9" SEE 10/S6 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 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 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 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/G. EXTEND AT LEAST 90% OF , "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) '• LENGTH (SEE TABLE) RIDGE FASTENED AT 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING • ' 7/16" OSB SHEATHING END IGYPSUM ATTACHED W/ 1 Od WALL BOARD IGABLE TRUSS . NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ Od NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD ' GE1 EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) 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 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 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 - PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS MOISTURE BARRIER NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S ECTI O N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 1l " ;� Im 00 (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 1 2" X RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS `�� 10d & (2) 1 Od TOE ATTACHED W/ 2 - 16d NAILS @ EA. END 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" 0/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 , 4 FIRST O ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT i SYP BLK'G @ 16" O.C. I 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. SrJ 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 x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. SrJ 2x4 #2 SYP BLK'G L 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 10/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/ / "x /2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE >a SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 rWOOD TRUSSES "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. SIMPSON HGAM1OKTAw/ (4) E ES AND 12" O.C. FIELD 1/4"1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. SrJ - MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S, 6" OVERLAP Wm "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) z BRACING w/ (3) 1Ud x 3" Al _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"xY SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4 A" L B O.C. TYPIC GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i v CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a w cc� w 0 o d w o W m < 9 o o 0 w 9¢ o 2 — — — — -T.>r q Q eeeet• — — — o � w - - - NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION I for M N CD 00 8 x O 0 w Of 0 z 4� > W L `0 U �co S cn V =02 Ra A' = t Q Bo __Oo .N C w 0 N QN i o E 7� V a a UJI LU w ❑W H W J W O F- Q Z Q _ o ����0?���u.U00_j0 x o o �- O Z J LUoWOwpi5p � 1- 0 F- OWaLU �� J z � � Q�QO WQ�Fn Wz0LU �t-� mow❑ IL Ow oQ o 0 0Qezg< �¢� O O z W 2D S2 ti D.M �O z Q � M � U) L1L C/) ti �Lij0-co 00 Z V z LU W J O mi 'Ct JULZ 12023 Virtual Revie N Assist, I e Inc. � I fans Review completec and appr e ompliance with the 20 O;F , d tion by Debra Anne Kla rIP 2h ' r� o N 0 CN 0 o N 0 N 0 N 0 N z- NCD Q O � � � I I I Z. O N LO LU o 0 0 0 l I LO > 0 Z Z QZ w CD-1 }� W Z T 0 czz oo U V / v' e� _ � � Z j_ -0 0 or- QI^ z 0-IYa IYLU WQ 00F=-LU (v (D 1­-1.-2 N >_ zoo WLO Qo= O ° Qo�Q �— O U z a�` z =z ry Q F_ � OL) O m !Y Z z z w W J N LAST PLOT DATE z41 O I STRUCTURAL — DETAILS 12 I INSULATION BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION .(2020)-RESIDENTIAL PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING J 1+ 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT m FOR MORE INFO W LU 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE O `n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD L = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA WI FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O 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 & V 0/C WALLS STD. 90 NOOK (SEE DETAIL) 1/2" GYP WB1,\�_-8"x8"X16"CONC. 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) M cw) 4"x4" INSPECTION PORT AT 0- EACH Fill CELL TYPICAL ix WD FURRING @ 24" O.C. w a a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN, 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EX T END DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE a . <.. o. CV '' a •° .. .4 FINISH GRADE 00 ' M ' I —III I I —III —I I=1_ I _-1 I —III —I I —I III —_— —__ 6x6 w1.4Xw1.4 WWF OR FIBERMESH I II I II I II I II I I I ° '' tl III -I I —III —III- _ II I III o '- 2 II I II I IIII�IIIIIIIIIIIIIIIII I ' ' ° ° IIT_1- I I II I II III III I I I I=1 III—III=III=1 11=1 11=1 11=1 I I— I STD. 90 °HOOK (3) # 5 REBAR ON 3" CHAIR . ' "' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDF,.. 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) 10d x 1 1/2" TO BAND JOIST AT EA. STUD If / 2nd FLOOR WALL-----, BAND JOIST *SIMPSON LTP4 w/ (12,' 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/36 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 61 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-O" 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 rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION 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) 1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. w '= cn 0 15/32" OSB EXPOSURE SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D 0 SECTION X-X IF U NOT FULL HEIGHT SHEET C Z G FLOOR SYST M (2)- 2x TOP PLATE r BEYOND 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x BLOCKING @ ALL :1 C C SHEATHING 0 co EDGES(SEE OPENING SECTION X-X yj LL0 C x Ir W x E H 2xSTUDS w BEYOND. cn SEE PLAN 0 11 O rn '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM LAiAI 1 1-1 r11A-r1^k1 n1At-%r.An° 3/8" "S" = NAII SPACING S 3/4" „ „ 1/2"- SINGLE NAIL EDGE SPACING S V2" S ICI_-mil/2„ DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 42 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 @ Y O.C. STAGGERED FOR SHEATHING VERTICAL BLGCWNG SECTION X-X T�7 S�c�A�pO� N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". Z U) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = © 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. 7 O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 W/ 8d COMMON NAIL J o LL 1W O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >- ¢ O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q ¢F-00C 0 F m L G� (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w p LLo ~ MEMBER IF GABLE END c=n L NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 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 $4 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 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) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS ppXTFR7 FLOOR TRUSS / FNiN OR BEAM DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0 ��S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'4% (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA, x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° a a °. Q.a. . •� d. ° < e d` -III :d e ' . j I —III _ .. �° . °'—I 11—I I I- -III III— . • . a I —III 11I- —III, ICI 1=1 I I —I 11=1 I =111=I I I- (3) #5 CONT. ON Y 8 !I 1 I I I I 11 81 1 I —III 11 8 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH E a a. ° ° e . a c , 1III�1=1II (3) # 5 REBAR ON 3" CHAIR 4„ I III . -g W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 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 SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/36 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) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF, 00 FINISH GRADE _ op -I I CD Z FLI —1 1 1 r @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. l for c } i l 1 1 M N O N 00 4< O ' ao LID _4, ° ggqq ° z W e le I +- r) "': 0 W z Q 0 10 COco M n to u a V O - Lh } O u a _O • 0 N ¢ W L 00 E ro .5 CL LLI W �JCO H W m OOLU 1 �0z 0:wiV0O OX Q W QU I— ¢ /J�— awofx0'-OWOOmzza0 JO O z w J<<0W<mzWWQ 0EL I.L. OOP ? OQQ ¢ �¢ O 0 Z 04 O� i () O 0 � co O J U� c ti F— � CL cM cj� Z U LUzCD W CDJ 0 d- L 2 12023 Virtual Review Assist, } 1 1 c1 I _ ins Review completed and ppr ved mpliance with the 20211 FB 7th Edit ` on by Debra Anne (lahr pX 390 1 � ooao N N N N I� � N O CD CDC) o r o I I I I I I Z 0 NLo W 1 07 m V ! z z W Z W '4� O W z z O V 000 UV� Z)zj LO -0O 0I= Q Z [Loa III-0UJI LU 1� = pWp W N N W >.�O� ¢I_� ■ ■ Ln Q O �� O gWd z 0-Z �z Ise 0� Q 0 J ® 0 0- Z z z w LLI J N LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER ffP.T. "RYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1 x4 3-1/4" LONG X 3/16" 0 FURRING 3/16"O X 3" LONGFURRING TAPCONS TAFCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1 /2►I DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1 X 4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2Xg FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER �3/16" TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4l" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN, (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH TAPCON 16" O.C. & �° FURRIN END w/ MIN. 2" EDGE DIST 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 21 411 TA IL STAGGERED @ 12" O.C. q_-1 /d" I1PT011 2x DETAIL ! DE BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 2'-0" fi SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- SECTION A -A 8" 1/4" x 3 1/4" TAPCONS (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 BRACE/ BLKG, INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS (4) 1 Od NAILS INTO 2 x 8 AT EA. END BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN A 4" MIN. OF BRACE BRACETAPCON -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC ARCH DETAIL i I 4' MAX. RAID, SCALE: N.T.S. SS 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'-0" 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- 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL ANCHOR INTO ARCH BLKG. 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. RAID. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' 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 i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN OOOF NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" �SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" I F.F. g ,1Tf— .I- o .D III=lI1=III IIIIIIIIIIIIII= GRADE °. ° M p _z N � •D " (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) ME S I IKIAnf%E:❑TAQI C IKICTAI I Tlnl%l FILLED CELL INSTALLATION rH � SEE ARCM FLAN .AND PRE-ENG TRUSS DESIGN CCC Ale -ITC -9 0= !-AAO SCALE: N.T.S. 2x SUE �. BITG WALL TYPE �--�- j "' fi a � ALUM PER PLAN' 1 `..I.ry F CHANNEL, -A-33 EKED PER D[A ` ATE 2 BELOW —1 `,,I I CONT VENTED OR , ,.,''- CONT 2x4 NAIL D TO 2,u BLOCKING NAILED TO TOf BLL .KING w/ 2-12d NAILS.—) CHORD E` EWE OTHE Few w� 3-12d NAILS YPF _ - 1 PR .ICE FFIT I�'IATIERIAL SPAN CA ACTT cC.,a'LI-IfLDERT1" EFIFx ON I H- DESIGN RE IS" RES I PEGIFIED F(IR CONIIPONE IITS AND ClfIll ,L­, LISTED IN THE DESIGN CRITERIA, ()N SHEET SN. FOR SCFFN•.T ATTACHMENT AT NVAI_L (PER AI.IPHA ALUM INC FI-# 16544 ,-II. PRODUCT APIPRCVAL) F CHANNEL FASTENED TO: - CfAU Wd T MAIL .09T" LEI @ 24. O.C. IV; 5'S" MIN. EMBEDMENT - ' .'COD W (3) 15 GA. &=4'x1'4' CROWN STAPLES @ 24" MAX. O.C. IN PATTERN SUB FASCIA wl 16 GA. 34-XIIfA" CROWN STAPLE EACH GROOVE SFO� STRUCTURAL SOFFIT SCALE 3i4" -1F (��T FOR ALUMINUM SOFFITS WIT_' , REV 09,23 2021 @ 4" INSTALL MID SPAN BLGCIk Ii ,B a THE SDFFIT FL PEA INSTALLATIOL, ''REFER TILT 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) 1Od NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD GE + + NOTy 'PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS +FSOFFIT + 2X4 SYP L e EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECUREDI-J-(MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCAT F- 3/4 CCC CUCCT n) AKin z O LL O W U 0 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 10d @ TRUSS VERT. V_ WEB METAL SEAT PLATE — NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 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 SEE TYP. 2..STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT d FOR OVERHANGS BETWEEN OVER 1 1/2" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. < ed OVERHAN d v '! d RETROFIT WALL0VERHANG DETAIL (NTS OVERHANGS FOR BETWEEN 3 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLOQ ° ° c #5 BAR D. 1'0" ° ° 4 CENTERED W/ 90° H ° IN TOP o _7 7 7 7y.4 4 1 4 4 KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I I o CLEAN FILL ° • ° DIRT D z °. STANDARD o 0 90° HOOK N #5 BAR IN FILLED CELL b n n e r a , myr 9�o �r 8 .o �r 1 Boo nv P� av STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL irn Ini rennin SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. M N O N 00 -,� �0, LO <& 0 LO , 00 ` a m , ' L. `y z s z a 0 0 VJ � wooc>7 N m � V? N n 11 V M �rn di E_ _ o 2 pp p V/ O IL ' N Q s � .LO �- Lu QcO N C 0�00 � VLd , WN CLu LLI ❑ w W W J W 2 O0 O F-Q � ?J xg z z Lu V DOJO Q _D �— U QaXJ W 01j)`� O O 0 F_ U)LIJ zOWo�mZ�>.2 U) O Z a. 7 W W N x Q } J _1 <0Lu �zwZO��pEL LL Ow �I-� gwp Q pz LLa o �QLL 0 0 Z W O� W ti F. co 0 Q W co Lo 2 W ti LO I— 01 _M Z C) W� W J 00 202 Virtual Review Ass st, h1c. Plans Review c mol tdd I1d appr v for compliant with the 2b21I 4 7th EdI o by Det ra Anne I Qahi I PX I 300 N CD N N 0 N 0 N 0 N 0 N u � N_ N O 0 0 C)T o O I 1 I 1 I 1 1 z O N Lo W a o 0 0 LO > f CO Z~ zz Oaw -�--+ w 0 rn 0 U 0 U L)0 v' mz5; 0 or< Q z a�CL l� I— 1wa rl = mew N (V Zoo LU F- ■ Q 0 0 zWo Z LL 7 L a �z � Q U � O 0- �— m Z a z W W J r1_ 0 LAST PLOT DATE z ® STRUCTURAL ® = DETAILS - RETRO FIT SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION, 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = V-0" MALL A ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 12 ' 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 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x4 PTOUNDING ER 2x012 2x12 Nwo —2x6 SYP 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2-1" TAPCONS @ MAX. 32" O.C. 'IEW "A" SECTION VIEW "B" G.tl SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL _---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS �7 SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER �. OR DRYWALL SPACING 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2' = 1'-0" 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 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 FSTRINGER / 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" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER a" EDGE GOLD OSB OR PLYWOOD OR 1 2"X16" LVL ATTACHED Wi 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST 0 1 /-ill"( UUIVJ 1 MUV 11UN Ur- I /AILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO kRING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) I L POST LET INTO ,LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES 52XSTRINGR 2X BQRIS SIMPSON MTS (14) 10d x 1 1/2 G SECTION VIEW "H" SCALE: 1" = 1'-0" M N O N -v✓ y� 00 LO �T LLB . .>X 00 9 9 h t ' �'� 4r9eF i I e F N .._ W 0 M x W 0 Z a >Q� o cl V) V i3 2 m E r o Oo S o W 7C) L 0O �F 0 �0 W w �Q 0 0 zW DX-j LLU0� Q 0?: W W J0 QO(1)W-ozmoQaQ O0O0'�OO�00EOZ nW<wzU W _�' OI OwQW W 020¢0Wzzo� WQLL �a<Q � OW <¢ 0QLL < 0 LL3 0 Z UJJ O F_ 01� ..=0 Q Cn M � LL It I` IJJ Lq E— cM ZUF-- W W� O J CO d' JUL2 1 2023 Virtual R vie Ass st, I c. Plans Review c mpl ted @nd ppr r compliance with the 202 �e 7thve it on by Debra A ine (16 kMft O No O O 0 N 0 N 0 N N _ / ti N N O O ° CD ' z 0 NLn W 0 O CD Ln > - Z ~ Z a ZW � W Z Zz T ® �00 F— �Z5; O 0�C Q Z a-ofa F— �WQ T"I = m F=- W N N � ZOO w 0- Qo= . L0 p zoo v 0- ry • z c� �� Q OV OCL z ST a Z Z W W J O LAST PLOT DATE z 0 e J STAIR DETAILS I ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE, SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 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 + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 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 CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12-0B 8F16-0B 8F20-08 8F24-0B 8F28.OB 8F32.OB 81`8.18 81`12-113 8F16.16 81`20-18 8F24.1B BF28-18 81`32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45) 6036 19 7181 19 8328 20 6'-6" (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 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44) 6472 (15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 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 2883 14'-0" :,(168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR SIR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 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 4AST14494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18.OB 8RF22.OB 8RF26-OB 8RF30.OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18.1B 8RF22-IB 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 3699 5206 6639 8060 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 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,�ST-C Vm ^ZT SAFE LOAD PLF TYPE LENGTH SU8 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 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N. R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^,14=14 „� "�� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 EINF' 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 4AST404" SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8F8.1T 8F12.1T BF16-IT 8F20-1T 8F24.1T 81`28.1T 8F32.1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 81`24.2T 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 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 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 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 g 441 723 14 938 14 1151 15 136615 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 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 1052 13 230 1 364 609 897 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 1 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 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 4Asr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RFIO-IT 8RF14.1T 8RF18-1T 8RF22-IT 8RF26-1T 8RF30-1T 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 1960 2618 3277 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 1 2204 2758 1 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462(8. 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 1 589 1 1135 1514 1 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 ° 4 4 ° % ° . o ° > p > D D C D C � C - D c U c c c c 6 c 8F24-1 B/OT 8F16-1 B/1 T 8RF14-1 B/OT 8F8-1 B 0 0 Q ° 4 > D O � °a >- D O ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT p BAR & (2) COURSES OF 8" K.O. BLOCKS C C W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. co U) x oG O u> o X:U)0 o w U W- co ° a #5 REBAR AT 0 0O 0 w a BOTTOM MIN. (1) aQoaWz REQ'D Q LLCJ�J JJ z-wQW 16GAUGE 00 U) ° POWERS STEEL U) � 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 Ilk WGROUT 1/2" CLEAR J C.M.U. Q 00 in- EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING ACTUAL lot 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 z= OC� w z= C C 1ST FLOOR LINTEL PLAN (ELEVATION A 3/1611= 1'-0" r $o f co N O N co LO LO a LO 00 �b LO ' o Z 4K °a W Cis"`-� 2 o .. °' � Z Q 0 N � i-0 W L o U cai N N c")C6 N �,% ao CO U a C' L L O Oo o .N s � �� Q N C LUco V 7W L CD E V C5 a ILLILLILij w oQ � IY¢�z� a Q V <ax-Z��oO�Op�JO (3U��oZ0Room0Za� U) O cn a cnww z XQ Z ¢~WpWIY¢-�z�Zo�o�¢ LL 00� pQZ Q LLQ O �QLL O O z N OW � ti L- M O Q M � I. w lL IJJ I- t1 M 00 z C) z� W J O A O UL,21, 223 Virtual Rev w I ssis I , Inc. ' Plans Review co let d a d ap rov compliance withf 2 2P B� th,E iti byDebraAnKl hR XA3 0 I �- CD o a CD o N 0 CO 0 LO N o N N N N N N CD o 0 0 o I o NLO W o 0 0 0 0 0 1 > � N M 'c1' � C4 i COLO �/ / Z ~ Z Z QW ♦� O W Z W O O U ^O i.l F- �Zj O goo Z 0-xa T� �-W N �� N � Zoo o� W <�� . . � O V gwo Z LL z o_ UZ � oU O� Z Z W Lij J 0 LAST PLOT DATE • May 8, 2023 Z O STRUCTURAL DETAIL -- A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (I)#5L (1)45U (0) #5L (1) #5U (11#5L (2)#5U DETAIL'A' DETAI'.'B' DETAIL'C' (1)#5L (])#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6- PRECAST (2) D4.5 WIRE (2) No. 3 6740 9462 9462 10000 10000 31-61, 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5 " 1 4'-0" 2*-8" PRECAST f2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3778 4-4- 31-211 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 1 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1 1435 1435 7-6" 6'-Z' PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1 1152 1152 71�811 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8j�oij 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 -8'-4" T-T PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9'-4" 8'-01' PRECAST (2) D4.5 WIRE o. 4 467 1 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11 101-01, PRECAST (2) No. 3 t(2)N (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" 1 V-2" PRECAST (2) No. 3_ 2 N . 5 312 570 570 391 570 13'-4" 17-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4'. PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 IE-4" 14%0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 [2) No. 4 19-4- 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand HE N.R. 277 277 202 281 (2) No. 5 20--0" 18%8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand HE 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand HE 24'-0" 1 22'-8" 1 PRESTRESSED 1 (2) No. 3 1 (2) No. 5 N.R. 164 164 124 179 I I N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAI N U NTE L/ QUANTITY OF #5 BAR AT 5- SOLID LINTEL -1 FLO-Ell-INTEL C_V" [8xl 6-P-1 L/I U] NOMINALWIDTHJ L QUANTIn' OF #5 BAR AT NOMINAL HEIGHT I U PEER LINTEL CAVITY I 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 CAPACIIY CAPACITY CAPACITY (0) #5L (1) #5U (0)#5L (I)#5U (1) #5L (I I #5U (I)#5L (1)#5U (l)*5L (2)#5U DETAIL'H' DETAIL7 DETAILW&V DETAILW 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-4- 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4--T 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4-4' 3'-T 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) b4.5 WIRE (2) No. 3 4843 6687 6635 7320 5- 10" 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6-6- f-2" PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6" 6-Z' 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" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'4" 8'-C" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 -10-4' 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 1 V-4" 10.-011 PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" 11 -z' PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13'-4" 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 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 1419 1419 850 1347 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand 1291 1291 775 1270 (2) No. 4 IT-4" 161-0.1 PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand HE 961 961 426 372 (21 No. 5 2 1'4' 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 834 834 390 763 1 1 (2) No. 5 1 1 22'-0" 20'-8" PRESTRESSED (2) No.3 1 (2) 7/16 strand HE 720 720 366 716 (2) o.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 1 (2) No. 5 642 F77 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P : PLAIN LINTEL/ QUANTITY OF #5 BAR AT S SOLD NTEL -1 r--EFIJNTEL.AV- [8x16-P-1L/1IJ1 NOM[NALWIDTHJ j L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVffY CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN OLD #5 (1) U (0) L SOLID #5 (1) U (0) L #5 (1) U H I L SOLID #5 (2) U (1) L DEAlL'DE DETAIL DF- DETAIL'DE' &'DP DETAIL 'DG' 3'-8" 2'4- 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4T_al 2-4- 24" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4T-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 44' 3'-0" 21-81, PRECAST (2) D4.5 WIRE (2) No, 3 2400 4030 3607 3607 4'-8" 3'4- 31-91 PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-81, 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 64" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-8" 6-4- 6'-Y' PRECAST (2) D4.5 WIRE (2) No. 4 1 1409 1409 1 1188 1267 9'-&' 8-4- 8--9- PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 1 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOL D LINTEL -i r 1O11E1 LINTEL CAVITY [8x] 6-P-1 L/1 J] NOMiNALWIDTHJ j L QUIPANTITY OF #5 BAR NOMINAL HEIGH. Up ER LINTEL CAVITY DETAIL "DE" DETAIL "DF G" 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)05L (])#5U (0)#5L (I) #5U (1)#5L (2)#5U (1) #5L (1) #5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2-4- PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 1 10000 10000 4'-0" 2'-S" 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�-B" 3'4' PRECAST (2) D4.5 WIRE (2) No. 3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5-10" 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 741 6--2" PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7'-B" 6--4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8.41 C-811 PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'-4" T-O" 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 1 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 11'4' 101-01, 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 12-4- 11 I-zl PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12*-0.1 PRECAST (2) No. 3 (2) No. 5 859 859 591 896 14'-0" IT-8 " PRECAST (2) No. 3 (2) No. 5 804 1 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No, 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand HE 1095 1095 551 887 (2) No. 4 17'-N' 16'-0 PRESTRESSED (2) No. 3 (2) 7/16 strand HE 836 836 426 763 (2) No. 4 19'-4" 181-0.1 PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 645 (2) No. 5- 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand HE 607 607 317 601 (2) No� 5 21-4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) o.5 22'-D" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24-0" 22'-8` PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 4* DETAIL "E" DETAIL "I'" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEU QUANT[1YOF 5BARAT -i r L.-El LINTEL -11- 5 - SOLD LINTEL j8x16-P-1L/1U] NOMINALWIDTH] LQUA1111111111AIAT NOMINAL HEIGHT LIPPER LINTEL CAVITY I 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 f I) #5U (1)#5L (2)#5U DETAILV DETAIL'M' (I)#5L fl)#5U DETAIL'N' DETAIL'L'&'M' 2'- 10" 1-4' PRECAST (21 D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2-4- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 1 G000 4'-0" 2-8 1' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" T-2" PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4'-8" 3-4- PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 54- 4'-0" PRECAST (2) D4.5 WIRE (2) No.-3 ------ 6261 10000 8605 10000 51-101, 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 8995 7007 7811 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 " 6-2" PRECAST f2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7'4' 6�4' PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 81-01, 6'-8" PRECAST (2) D4.5 WIRE f2l No. 4 4047 4047 3443 4021 g7-6 8'-4" 7-13" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 9'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10-4- 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 1 V-21" 101-01, PRECAST (2) No. 3 (2) No. 5 2082 1590 2 ' 082 17-0" 101-81, PRECAST (2) No. 3 ----2082 (2) No. 5 1895 1895 1401 1895 12346 11 -z' PRECAST (2) N o.3 (2) No. 5 1775 1775 1279 1775­ 13'4" 12'-0" PRECAST ' (2) No. 3 (2) No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand HE 1368 1368 771 1264 (2) N . 4 19'-4" 181-01, PRESTRESSED (2) No.3 f2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 181-81, PRESTRESSED (2) No.3 (2) 7/16 strand HE 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 [2) 7/16 strand HE 877 877 501 966 (2) No. 5 1 22'-0" 20'-8" PRESTRESSED [2) No. 3 (2) 7116 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand HE 24'-0" 22'-8" PRESTRESSED [2) No.3 (2) No. 5 740 740 393 772 X. Pit 'i., n, gi < DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - I LAIN LINTE L/ QUANTrYOF #5 BARAT S - SOLD NTEL r 1.-ERUNTEL CAVFY [8xl 6-P-1 L/1 J] j L NOMINALWIDTHJ NOMINAL HEIGHT QUANTITY .111 BAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl 6'' 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 D4 DETAIL'DS DETAIL'DH'&'DJ' DETAIL'Dr 3--b" 7-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4--0-- 2-8" 24' 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 1 OOGO 8687 9503 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-S" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 6-8" 4-4- 11-91 PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 54' 51-91 PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 6-4- 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9-4- 8-4- 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1 1113 1455 DETAIL "DH" DETAIL "W" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF # ' BARAT S -SOLID LINT EL r WER LINTEL 'AVFY [8xl 6-P-1 L/I U] NOMINAL WIDTHJ j L QUANTITY OF �1 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.),CODES .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 REIN FORCEMENT-6000 PSI Z 1.3 GROUT PER ASTCM C476 - 3000psi W1 MAX. 3/8" AGGREGATE, 8" TO I V 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 (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT /,,-TOP LEG IARI� (PLACED IN FIELD [SEE SCHEDULE) 2" T72" of - (1) #5 CONTINUOUS REQ-D. PER STRUCTURAL PLAN Co 7/32" STIRRUPS AT 4'-0" cc 00 EO T (TIED OR WELDED) Lo LO BOTTOM BARS SEESCHEDUL Al./, MIN! 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELI 2" --,fD7.f 2" CY) co co co C, Z:z co 1 PM11 7 518" m TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED OR WELDED) 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' DETAILT' (1)#4L (])#5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" 1-4- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3�4' 7-T PRECAST (2) D4.5 WIRE f2) No. 3 10000 10000 10000 10000 4'-D" 2'-B" PRECAST (2) D4.5 WIRE [2) No. 3 10000 10000 10000 10000 4 1_&T 3'-2" PRECAST (2) D4.5 WIRE [2) No. 3 10000 10000 10000 10000 41�81" 3t4t PRECAST (2) D4.5 WIRE f2) No. 3 10000 10000 30000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5--1 0" 4-4'. PRECAST (2) D4.5 WIRE f2) No. 3 6251 10000 8615 1 10000 6'-6" 5-2-` PRECAST (2) D4.5 WIRE f2) No. 4 8629 1 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 f2) No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'4' 71-01, PRECAST (2) D4.5 WIRE f2) No. 4 4961 4979 3869 5178 9'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9�4'. PRECAST [2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 1 V-4" 101-01., PRECAST (2) No. 3 f2) No. 5 2699 2699 1959 2699 121�011 10'41 PRECAST (2) No. 3 f2) No. 5 2436 2436 1727 2436 12'-6' 111-21 PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 17-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5- 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 st, and HE 2199 2199 1219 1846 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand HE 1698 1698 944 1546 (2) No, 4 19-4' 181-0.1 PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 f2) No, 5 20'-0" 18'-8" PRESTRESSED (2) No,3 (2) 7/16 strand HE 1254 1254 702 1271 (2) No. 5 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1092 1092 614 1167 f2) No. 5 22'-011 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7/16 strand + 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 I .., TYPE DESIGNATION ;:J, P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5 - SOLID LINTEL L--ER LINTEL rA11Y [8xl 6-P-1 L/I U] L NOMINALWIDTH IAITrrY OF #5 B R AT Ll NOMINAL HEIGHT UPPER LINTEL CAV I DETAIL' GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTA L LENGTH CLEAR SPAN DOOR SIZE U NTE L TY P E 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 fl) U (1) L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAlL'DL'&'DM' DETAIL'DN' 3-8" 1 2'4" 2'-0" PRECAST (2) 04.5 WIRE (2) No. 3 7665 10000 10000 10000 4-0" 2'-8" 2'4' PRECAST f2) D4.5 WIRE f2) No. 3 1 6054 10000 8442 10000 4'-2" 2'-10" 2�4- PRECAST f2) Q4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-Q" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 6-8" 4'4. 4'4' PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 .3434 6540 6-8" 54" 6-0" PRECAST (2) D4.5 WIRE .(2) No. 4 4569 4569 1 2302 4235 T-8` 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91-81, 8'4' 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 r 2158 1 2158 936 2036 DETAIL"DL" DETAIL"DM" DETAIL"DN" TYPE DESIGNATION [8x16-P-1L/IIJ1 %,=Jj LwuxwAz - (H a 0 UNIT'2216'- 1ST FLOOR PLAN_ 1/811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (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" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-Z' 7- 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�4' 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 1 -81, 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-&' 64" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 T-8" 1 8'4" 81-01, 1 PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 489 1 261 1 393 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 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DO' DETAILDP' DETAIL'DD'&'DP' DETAILDG 31-81, 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-U' 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 1 4'-Z' 21-101, 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4-8'' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5-1" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-81, 8'4' 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 1 1552 2996 1 1183 1 2841 lj*., 1�4 H.-;.74.- DETAIL "DO" P" DETAIL "DQ" TYPE DESIGNATION W who L*W V1 AT -1 LIM- vIff LIML F %nu [8x16-P-1L/IU1 uma CAYM TYPE DESIGNATION P - PLAIN LIN EL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r 1--IR LINTEL CAVITY [8xl 6-P-1 L/I U] NOMINAL WIDTHJ L QUANTITY 11115 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY 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'-6" Precast 858 2635 4-8" Precast 810 2459 6-4" Precast 663 1940 5- 10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 81-01, 1 Precast 363 1037 8'-4" Precast 318 981 7-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 17-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 17'-4" Prestressed N.R. 257 174" Prestressed N.R. 184 - Prestreszed N.R. 167 21'4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 NK = Not Recommended CV) Cq 00 L0 01' CD 00 L0 < ULI 0 0 Lj z LQ E 0 0 (D -0 U CO co 4-- Ln CO y U co M E 0 ::) 0 U 0 NINE < 0 0 < V) U 4E-- U LU 00 CD E - 00 CL LU LU ILLI ry C3 ui- W 0 LU I-- LU LIJ 2 - 0 LU 1-- < X 2.-j X�, zx C2 < < < 0 z 0 0� 0 0 3: 0 <D0><-Jz1L1L�U--0z200l­-,- 0 -J 0 Cy U) fl� �gzcxoomzz U- < E­- < L) 0 0 U) 0 z LU U.1 LU U) W LU 00- a_ U- -J:� 8z�eozwz -jj�,< W<-- 0 x --j 000- 0- LL <0W 2win-20 FS �e 0 of Z) zg < < LL < 0 < ILL 0 z N W 0 1.- (-/) J > q 1:0 0 (y) 0 W U� W IT ILL W r�- z < W U') OIf or) 00 < < Z z W W 0 1 2023 Virtual evqw�.,si�t, v I � ldc Plans ReView for COMPliance :OMI W th tt lete I e 20 antl 20 F1 a�,-- v ro4 by Debra knn( Kjai ir P) IC 71h 230( Ed ti CD M LO CD 04 Q r- C) Q C14 0 Q C14 CD Q CD CD Q - 0 Q '-t Q C4 C1 C14 - N C) CD a C) 0 0 Lo W0CD00C)C)I Lo > c� -4 L6 c.6 I 00 co Z Z W A­j 0 W Z (0 zz 0 0 000 W Z) z 5; 0 C)W- ol,-o z < 0- W T-4 Wr 1171*64 (D M- F- F- F- r*4 W 0z) 0 zom >­ >- T. 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STRUCTURAL DETAILS -j A (LEFT) ril rT M a r c h CIO P RO 010)" U (0;"' T A P PFE- Z 0 V J1 SPECIFICATION SHEET(2023) As required by Florida Statute 553.642 and Florida Administrative Code 9B-72, please promde the information and approlial numbers on the building components listed beloi 'f they will be utilized on the construction project for which you are applying for a X "IZA: _Sl�l:,Caf.gwy; L­� D-, ll b,o* R 112047�"=PQ FIVQ T-­­ R­ Tir�,,Iiilil III rit, 1-a-E, �,zl lRIJ, I al, 0 l! rl::I: Ih �I,vl JE -q lj,�c Strnderds i,2`120Z prodLmt Appi-oval Application Detaill maiA 2111 jLWL illi Elm �l mr J Ki­ P L -;lz API Y� is� X Q)� of Yur, l�I,INHA, llil;FllIl!lJlr�i,tL:l;,Z x1l: J.- hwll�A�N �4321j ll Y"s "Y"'. - V_" �=�­-,, L r"'i 0,�� ImM or j YXor,�:X�V'� RXil Li:ll, 1211 ol L Jp ri,i]­I�Eal� �Iri�k� lkl,r Ncl,­d %-.44 ��u KA l,�, �YA FdUi, i- lr,­0­-- 76_,,r, -,-,e mill *I lGrfilligakkir,"O I inni Ina, 110 Ii I A, 11 lact",q- '1!d I il Q102.11 Ylllp, ili,r, rilil FQWQ,� NiA -Ate v li-, (D 0 0 " CL U) CCZ 0 _. EI = 0 51 cfj T_ 0 l G) :t:f CZ > < Mounting Brackets 0 D Galtqe'� ' -112'x 2-12' x4 0 A Back Cross Support Viallay ho alit to M Sell Nisl�,Iltcr R.iriedult R(ght3wket()6Gl 112-01ia.A32515alv, fT)1PJ 00 scritvi A/C Unk &xtarr Ed9t HuTdcoill Strap 00 01 Washian Front Cross Support Sd',L�_-kin� Nu3 (Wy bc cut to W) Left Bracket P 6 Wirge) 0 Illicit SeR-0,01ing Eidlckets, & Ria,likCrosill 5*,Tpparl� Jiiir�r 11nil flellrelrl:lI Side Rypil 3 cach kide fat hurflill Use) ErYTIMINTUT1111 M, 'Category/ S ubicategory Manufacturer -Product Description Approval Number(s) Test Pressures Exp. Date: 1. EXTERIOR DOORS A. SWINGING Therrr� aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 -7 +67,0/-61 �O psf f3l/",026 IThen aTru FibIer-Classic and Smooth -Star (IMPACTII, FL20468 +67.0/-67.0 psf 12/31/20,26 I henr, aTru Fiber -Classic and Smooth -Star flMPACT) FL20470 +80,,01-801,0 psf 12,131/2026 B. SLIDING Mi W ndows and Doors Series 420 FI-15332.1 - FL15332.5 +40.01-40.0 psf 1213 112 2024 PGT Series 5570 NOA 21-020515.03 +38.7/-38,,7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayrie-Dalton Series 8000/810018200 #1105 (8X7) FL8248,3 +31.0/-35,0 psf 12131/2023 Wayre-Dalion Series 8000118100,1822?,00 #1123" (16X7) FIL-8248, 10 +30.0/­­33�5 psf 12/31/202al)­ Wayre-,Dalton Series 800018100 8200 #1124 (16X7) FL8248, 11 +34,,41-38.3 psf 1213112023 D. METAL LOUVERED DRS Curries DMsion of AADC3, Inc 607,707,727,747,and 847 Single & Pa rs of Doors FL11537.1 tVA (see inst sht) 12/31/2,0225 *tkfi� pl-436M �A V�.h I 4,lmf�r A. all� &%iiii SrA thwal arelitime uplan mill Florida Deparlintent of Business Professional Regulation Building Codi and Sitandards Product Approval Application Detail raw I I i'll I ii, �11R:'­ -1 :lllil r �lljbl: r. ir, Fi- h S'.i,, T Slill Fj 1� l­ SU��_d i I'll lI ri- 1: 11 1 Ill �'l nU�i' Nil d �TIICIPIOI iIIAP !',I T I i1r �'il 111 11.1 L11, 1 ll l l 1 ll I loml­ ill� 'i `All�p D-1i, E�- 011, 4F�_ ; S�[' 1, -:1nol 10 e- xi�-,1�­,�iql i 11� l2f'_11�. 121 Clpq,.�, " iXx X )2D. 1)x OYCI 1"9� 100211 pxust�F` E DJ b 1.11 'g,lIZZ _�3 -Jr,Q r lill h ll, ri UCNI Li,�,,Nkxl llmrr�liii, I�PI�1211022 SI,�!I. 17�oi, Glwli,d l2f� 1�_022 _-�ff w4l) oo. a 1,p, �&a, lal� Glw�ain 1� X �J XK,�, 019,1(c T_ WA Y Y_ A, Y­ lT, Y_ Nic, rYA I A" �,WA Plk: 2. WINDOWS A. SINGLEHUNG MI WI,nidows, and Doors Series 185 FL17,499,2 +60,,0/-60.0 psf 10/812023 PGT Series 5500 FL-n9.2 N/A 7/30/2025 Pella Corporation Series 111120 FL11206 +35.0/-35�O psf 6117/2022.7 B. HORIZONTAL SLIDER Pella Corporation Pella 10 Series Mir Windows and Docirs Series 188 FL16603 FL15351.1 +601,0/­­60..0 psf +5&0/-1 psf 6/2?J2023 2/1612024 CF& Allay or "a AM _044-r-4-1i AM Ira Ymm ftNamen ILIAMULAMOM it-=29 GilibriMill 01dimill Auto" ado All-iii 20zo slivot VOI Fil'olliall 9. "1— 1 N­ P r Lai 13-de, P.E 2M al2am t Z11 mm %2801W Appr-ed cellowni armwed corpoill 4411-OR Proi Wroft�d a ROVA or Infosisliartilaintsore C..Vli-- "hild &.1-I R,pw k_ QuillityAgwilmot AQW-yed III V le. Ap",,lied for Udes IMDM 01i Awl em4i uowrkft as Wz onigm mmm V-i 12GI12M Y. ­014W 1 s-lival 1= .540--311 We F-ii P-af .6 V-.11sti- Ved Yes Yes, WA 'look 110i) 3 Is"1011yeat model #1540 SIM I'vill4allodlilwidVei Imi V3 Y" Yes ItIvZomm, 0A= III 1"Wi ciarliilia Ell now ve�f "123 IINA IZ51 e '"Ilvillill vill rlr�* S70 1I%1QW 'NAP Iftlisill Plood Vaill I Will ", W3 Yes 'Yes WA -10DI 100 7 "ll MI 4150574 4 rallutc Ofillagit rizaal Flood vol IWV2021 Yet Y� PYA Pella Corporation Series 10-Y 120 FL11161 +30.0/-30,0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N)f A 5/251203-1 C. F IXE 0 M1 W �ndows and: Doors Series 185 FL 15349 1 +60.01-60.0 psf 4113/2023 PGT Series 5-520 FL243.5 K/A 4/3-0120215 Pella Corporation Series 10120 F1_6694 +50.0/1 psf 7115120224 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/203 D. MULLION MI Wlndows and Doors Series, 5764 FL15353.2 N,/A 12,131121:01,2. 4, PGT Series 5500 FL26 1, 1 NI 5J"26&2(CD)26__ Florida Departrill of8sisireleas Prialle-n-lo-nal ReqAtIon pall SUldii Codes and Standards III Product Approval Applicatiori Detail E. OTHE R' IC &my or Dd@ pelp rose nilq 1121110SEA11.223% y3dwl All assail tu-ciliali'lle" MAUS licaiiew 23W Dm)* slivillill"JillilL 49hu"Wift Zia-Mia, loarxw y R prillst Lgall; Suiqdo ll E usnoi oal WW020 Calleol Rexaftag fliam, 303-1511 'll JM41ND-1400 all Rod" 0 C"Pai Allaill �,*Wlidlan R#W lim a Maxi Riios�.d A=N%.! are Lk- sli Fi Firdiatilil-al 3. PANEL WALL, A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FLI 3192.2 NIA 12 13 11 i/ 2 i O� �2231 B. SOFFITS Alside Solid and Vented Vinyl Soffit FI 1.1.15272.1 - FL1527Z2 +75.0/­­75,,0 psf 12131/2 4023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54l2/-54.2psf 7 f3l 0/ 2 0:23 filiglazliadli Missal Quillsw &JAMM AlMillod for Alialial-la,,1 ==.,.0 lad, U.. ei 12inim ttomw pra"al C. OTHER layalia- relic, 10I mic lisa". omic 175ri amc 200& 1=1,702s Yes, CIAO 5V 4. NA �1110 g o d-, C, e r I: of --w e 5 3 -;1 cf-s c �,Il v. W 11 1 BA11-fili crl&Ia w�d Staridards 4. ROOFING PRODUCTS Fholda Depilliftord of Bush"s & Pillail'"Voinal Risgulailon thiddill Codes ordStandords Nile 2 of 4 vill"M A, B. AS,PHALTS:HINGLES UNDERLAYMENTS GAF Tamill (for Shingle Roof) 3 Tab, Dimensional, 151b Felt Undedayment FL10124A FL12328 1 N/A 12116/2.025 612 9/ 2 F32 37 Prod ixt Ap-pra"A A; Iiiii 1 c F0 Ito l Cleiall . ........ ..... . .. . . ......... .. . . .... .. . ........ Product Approval Application Detail 1 C4 Frill, I:, Ill III IiWll rl P7��,kl W 1, bail 1 P 1: A Ni Will 1, 1 M ill J 11 l lyl 1 �A �D N I�l T 0 1 17� ­Z�51 inw siarAlwaapki!!U�l V�A`, 41" ALI� ii L,X l4 1: 1[! 1 Ill I F 11 il. ;,1 1.1 JA I l J t I j, 1' ­1 � 1i 1111, Ill I j, � , A! �11Z 14-1 NYA 11 Y" NO N.-A 11b NIA Pilvalass USA. Inc . (for Tile Roof) POLYSTCK TU MAX FL5259 t",11A 12 2 3 1 2 3 2ft 20-NOAM .991 Re ADM misirmuss R-lia- 2M Therrae-Tru Cwpoliftai Zitolodavla" Lpilm F. ifthl"M RE Ryall J Niv, P. F b4l`!!,��_ limili2wo 041=021 Moll Ap"�,d llliklAl T67 5565 colivIlial Blamed; Eviel Ill tom a I" P-6. R.O.Wied Wainlial FW*. f'rorillismig 29WUA summ=U%.Uu ilatia22912ri'm Ill Asia! thilesuril i. HYRZ Oat,* Rgilild" alialkists t M!tftu Rdw-chmir, III 8�diasfir 1`13111111 %1 -NWL9� 5 a Writ jMPNIVI�C ON 14U t UW2025 Yes T_ I'VI4 C-poeive'llimitfili-to-salgleDa- b. .. ll%�Sil I waialloo4tvai Nowslual Nai Cmilffli UJI Mania" 5ftoes OW "h �rliaainirw-ftaialiig XO. OX w OXO C. Trurriia-Tiv Fitiff-amic l0nne,104141i t owil" 12.11 ho '*a Yes Ti colilpoll Up r1haolase 0ail Dw %0 w "alml Sid.9- Xx W OXXID C. ROOFING FASTENERS NOTIJSED D. ROOF VENTILA TORS -1-hompson Arch Metal Corri Off Ridge Vents FL16918,1 - FL16,918,4 MIA 9/91202C,"i Florida Metal Products, Inc Vent,R`V10 FL21580.3 Kill 12/3112024 Lomalco, Inc DA-4 Exahust Vent FL17202.1 +97,5/-97.5 psf 12ff 1012021 ­3 E. ROOFINGTILES Boral Tile Villa 900 FL7849,27 - FI_7849.28 R�l 12/31/2025 Boral 7ile Saxony 900 FL7849,16 - FL7849,20 N/A 12/31,1202-5 F. METAL ROOF DMC 100NS, DMC 150SS, DMC 175S, DMC` Drexel Metals, Inc. 200S. DMC 5V FL17679.1 +0/-18-0- 1 213112,0"23 lal&ld,� :*PvWewf9 of Fireoliltl Rogl�a5on 5. S HU TITERS 4 d Thi,�Tllk Rw-CINI all SM0011hi No 5 Thai—T. Fila-lnih.,U mad 8­111 lolarpoeft Iiii Fitkillillese 4�iftgp DIM N"Nill UPI &W011ileallailkilyi Cipq.. C-o"ll Ei lilki�p- &I D.. kh r, f. Th"m-N l9lier,-Cavill we 1211 Norilorial 89#W-'O eacimmarKedslili Opaquill Ei Rb wrollas, rilimblio Dw .ffi .0-A adto., am 2, Tlalarllx�Tfv ava ismaileli 1,10,N40 6"1 al 12MUT96 N. Carrii-ill, 600 9blirgis &atla Dai h. nie—T. S..011i 140"I'm IsSili CA&W 1201121M No Cwpoift li Ptalidi-v- 8illare D" vkh .%dowill) flil"'NikiiK)LItw1w xo_ ox 0 oxo _11pairall") i. Pterm-Tfu Flber-Oasielq il Sr"ll-Slar h9irlitriAl 60W Glazed 12WIDN W lll,14 sualkils slid SmicOlVar Noi Cormsitit Eddit F11aKgwA 041 Dow (InsilinyOuval X caril R. Th"mi RL-leallaaaard Srrlo�ilaSlaf NaMirel ell .0 GJI I car"I'lifte ft, r1ba"aam 611411 ow W" V 1. Th—.TN faaia­-Qai� iii &I-aloil calanwrialms) NVIAM Wva) I Z01 Q DIN Fil'.. Cal l 0,0110d: �hll'l lus I, Flo w0jul'ili is M. Tba,"�Ilv Fo�zllll aid arab4ill N�Mai 64*39al UpaliftPattli Glial 1221/2= pla, liegilillid Cvial Coffivivalls Ell lillivillienilli D" ""sa"llwoual x ",Fgawm) t4 Ill- Tallar-T. rit--li aid 13-mFolla-Sts, Iw 64M�e "oMiip-al Glatild all opw ow,"Al. Ella" oedll W th Quod Mali op- adiflillo) ih."=aq; >M, ox all, oxio-11S.W.-i is ii� 71h�Tlv FildwCalli god smewh-ftir Gland N6 rJW "M h all I hNit ('0192§4 mill o1w sidelle, ril un ls� is p, Irim-T. F1b­C1aF�d­d 0WIll"Jol"kiloaloilloullitt 0041 IZIS10026 C-10-i 1,110i CORI m ox Vol WA Y_ Y- WA yals WA WA Ivs Y_ III 'i'lls Y" WA Yes, WA Y" WA Y_ Yea, WA i1ft Y" WA Tea Y. Mi. YK VAL Y. W. Product Appimwal Applic.-al ri,ii C roved Ith Editio"I 0� 1M C/) > C) Laa_ -6-111 0 _0 0 Cn 00 < A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076.2 Kil 1Z13112;023 Ehmmy & kiltz _"�A IZ�LmLmn krmnld 2MA I I I: r 1 713 121 F'ri, all Y,rl";,i_ gi,_ Jula. UAW dic 9 Z t t L, lZil JIM tu Ln 14%1�JIT llJ1L111oFl? 0,U-4di Flil"i Qll$ I 011WII ll��10 411 IlF, 0- 04h I l lo*�, N Gk�flinlli 1,7Q3 N11 :��J lop �l i �3'Cll iIi 'i ill 11 144`1� Ill III! Ql`t, "ll ",I 11Q i �U�,� Nc, Ill li:�iil W, 4 116,4a,�l iIllV4Ili1W 14�4.',' NIM, Virtuat Revie ;�xr - 1- All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 121311d= 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tile see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL! 999. 1 - F Ll 999.4 NIA 12/3112,324 MiTell Industries, Inc, iat e s Truss P. FL2197.1 - FL2197.5 11A Nj A 12/3 11 220 "f2 4 Plans Review co iripleted and 1 for CoMpliance with th 2020 FB Debra Anne Klahr PX F or& Cepmrrmw of BissLnass 9, Pll:ife.nlcra� R�CC Oaten Pop il F` I li Ji 1, knu Cow. F ��: llt 113 tA l I I ki il ii Plod= illpproval A ppli c ation DrUil C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, L,SL FL6527.1 - FL6527.5 NIA 10/311 21,�,, 2 3 D. MA TERIA L I i Cast - C"Norete Corp, High Strength Concrete Lintels NOA 20-0630.15 N/A 91 11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels A FL1774 NIA 5/26/2024 MAM2W 20"IlWag fidlill 4,1 &`1 §Wall 1"I y "IrIN; rI p C. 1 11, 121111 M 1: 12 1 41 1 "Wil 4: 2 t, ] �, C111ir 1­1 MIA C-1 EM'k 'llir,", The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the folloWng information must be criox0aaeflip.3-1 17 -Th"y* Ta Filiff-Cial tad Smodal Nqrai�lll 4&"Z Oplai I Z'i C*rlpalek M=W 14- smft" y4i WA available to the inspector on the jobsitte,e 1) copy of the product approllill 2) 2LL'i _�42 5AEL,_1 Rorida Dapartraord of Business Prafen6onall Rileguiatiort Building Codes and S4ar—dis Product Approval Application Detail FlI 41 Ir,2M r, 01i `;%qutl Qjiuirig 1_,c:ld,,� and 'Standards Noduct Ajp it A ppliml1hud Dietaii illEiiii: I 09it Mill go Me fal I 2a Ikat ywill misimpistuf WWII xmim ft tiLq= noun dim dill Amig I" in'-w Rie'lli 2020 lai &)&MWM Ans A01104i matri-Dide 2�co - 0--R Fablail-Dill 9=0 -VAL 11tifili forlarlm 11,24MM Apgaaed calaillslar R"allw DI Jul) 4all-woo (Tag, 115-290 aulsCaUgary: Vk*gEvIlor1w Ow AiseillY611" Carmillaralle UMbO� C�Mhi 141 ar LKI Asalioud (Mr. Vft 6MEW29 tal� III kum Roam 9 M110% Vilid 8rd"o No%v 0-F 00144021 Y" l"I's yas lilk APPLICANT SIGNATURE DATE ;i. Iz, r m" ro h �011 1�l m� I �1 MMIN la� 1; 1 ll, rl,�i Poll -Illi A, 13,1 S1--]EET NO PA 1.0 > c- C) Simpson Strong -Tie 2020 FBC Approved Products updated I Ziou'r-'non Simpson Strong -Tie 2020 FBC Approved Products upoortisd 12'W'Mmo Simpson Strong -Tie 2020 FBC Approved Products Undated Simpson �Strong-Tie 2020 FBC Approved Products o For devn Ink; 10, ANISMappro,,ars I skint beitsv, (D or For additionsFInkarrosolon ing"i F = For,drect bids lie art ear approvids kale a oelow, duqimaji, P dini-nt Inks to No SW socn5vals ided beoW, "Ig�VP raddir's produal'ALipnorad System and 'Asor0lodwCountihoilinsi iddomplansire, For addiYAmI information f asidde Produz-Appiverd yi,�,terio al a Tit AlrouCisido County Notice, ric Antioilh"Ato, nNOA), For iscidtional nitiandsilson iisgraiding Firmind'siviosivorre pi'virluciAldpinval Sindeni mod dmri�ador ,egoingrog Aorldiss 'Asa i orAccv�,Idi (rinds) �mkij i� 11 , 1: K " 016 H Rd 111111 or l n;s t I us i g ed;,, h 1 r lul, I "s 9t 0 owl, 1 si Is I o, r: d: I A, I I 01I W rho Wm. W Nroirlt-1 kqU Coin �y hvt� I I Al 1,41. pt& I C r) (I JC.tAj, i (D _4i U) Vi HII Hl"": spirlins faingeim oRntlFIN. v"u,aluidble ts Wdith; E insling from 1<V&' In 1� Cn _. -? 1 C" tc I I " C.orcealed f1r, lige 916''1 hs"liliblIr, rarrIiiiiijilmn, 4-5 , I C) .qmj emgust WEL uAil Name proodillo amdoodon jie" ercrIM21 Model. tjuglt IMF or Name Prospect Q)a-scdo2a $M# E_gUZNRgqj, UlimberrarNalng RMOU0 Description :)qcalts.,or 7:3 -0 I Titan Stainle5el-leadiCioncreteg MaaonqySdrew(TTN-SS) 1/4" diameter Tillien, stardess steel masonry screw 1 A21, A23, A33- A34. A35i A44 Angles 1 131`� BTB� B-TH Book Tie. gl tha') �� WIG" 2 0 (3) 2 APA-21, APA4; APA8, APVA21, APYA4. APVAS Outdoor Apterrrs Angles 2 ICII CMST14, CKSTC16 called -9raos -2 111 S �-ewz3o3 h�IF�Ceoi alalable iir Witt-h-s largingf(Orn 1.718" to C 3 API APBI APVBW, APBSN, APBM. APB -MR. APE-1 10, AJF 3101 OR, APVB44, Outdoor Accents Rest Bases 3 CS14, C516. CS18, CS20, C522 Coiled Straps and i,*igI)ts raii ftori to 16' 0 FL#9529,.n APIJB441? APIVI31%. APVB66R. AFiVEIM, AP`VB88R, API "-LIIGr AP -131 DI DR = - 4 CSHP18, CSHP20 Coiled Straps i 30,�;, 65 SD� 2' SDS, rare-ro4i.7t hav-_-e;� I M 0 4 APIDT24-4, AFF-DJ!'22 R-4, APDJT2-6, APDJT2R-6, APVDY-i`27-4, Ajie�'D_ TZR4 -I Ouldiatisir Accents Deck Jost Ties 6 CTS21 8 2-4 -,trqjrt iiino product Model. Hum bar or Name , APV1DJT2 ComproassioniTrionsion Strap Uj I - I , i-r-1210 Fact cn CU 0 > Product Qmcdggo APVDJ72R-6 f2 n-_cz[n� �z�,RP; TSP Stud to plate be Fj LIJC7267 ­j:�2137 Face -mount hanows E I SDIO112DBB Outdoor Aociarris Connector Sclaw 5 APHH46, ApHH4SRL APHH611 0, APHIH61 OR Outdooi kovettir Hisev v Hanger HI, HI DA, H2,5A. H3, HS. H7Z, H1 I H18S, HIS-2, H 16-2S Hurricane Ties LUS stiiin, li,�gtisi Face-rriorwtl, harszw� avai,,��,Inlir insvdrtIrs ir:i��.crnsj hom I gIlti"k: 4 2 SD911Z SD9212z 6010112,SDI02i2 Strong -Drive SD Connector Smew 6 APL4. Algi APT4, AII AID'it/1-4, APsiti-6, AII APVTS Cut door Acimne; L and T Beirom-to-Column Tle-q 8 HGT�2� HGT.5, HGT-4 Heavy Girder T'wdcwn se" �,rld lstrpil; Imm 2 " In 10-1 tol II 3 SDg112SSj SID9212SS Surang-Dirriver SC, Connector SS Screw 7 APU124, APLI-124N, APLHI ARLH26R, APLH210, APLH2210R Outdoor Arx-iontai Light Hangers 9 PS24 Hurricars, Tie tt i: I X ol! $Llr�_,, +0_ = _.Hr- Strong-Dride, SDCP Timbii F Screw a BVLZ Stick Vander Ledoer Connector 10 HSS22-SDS1 5. HSS2.2-SDS,9. HSS-243-SDI HhS,4-SD_143 Heavy Stud Shoe 5 J siord:si haii ss, lin ssrit s loom 1 -9,11 ip" te 5. 4 SDCF224,U, WCU22512, SDCF22644, SDCF2,1700, SDCFMEA58� SDCF221014, jJe�r' Fare 11 HST2 FIST3 HST6, HST6 Sgailght Straps SDCF221114, SDCF221384, SDCF2719M, SDCF272358 9 GaT2Z. Ca7 41 Concealed Sea rn i sis IM"Ind1sel, ghts 5 SDCP22434- SDIGR2512, SDCP22614, SIDICK.Q700, SLY --Pi SI)CP2291Z Strong-Driva SDCP Timber-ClaSciew 110 Ci­173Z CJT4Z, 1.�JTSZ. CJT6Z Concern M_ joito Ties 12 HTS16, HI S20. HI HII S28, HTSC`Xj� HIT X; Hinavy f wOrt Strap SDCP2'21,100, SDCP221134, $DCP271400 I I M14 DecklioistTle FITZ01 8KTZ HTSQ20K"rZ Heavy "raost Storp 20 !�Ul:i 151-1- 'r,�: III[ -ja 6 SDHR27400 SICHR27014, SOHR31400, SCHR31614 Strong -Drina SDHR Comb"ead Screw 12 DS Dry Wall Stop LFJ A Light Floor TO PococIr N16'', io 19116" ard heights raTTging frm-n n-ilh 8'to ',�-3!4` 7 S0825112, SMSiSiio, S062520C, SDS25212, SID62530D, EDS2.5312, SDS25412, StFoong-Drive SDS Heavy -Duty Connector Screw 13 FOI, FCO Framirg Chips LSTA9, L*57AI 2, LS1 Al 6. L S7A1 8, LSTn2l LST A24, LSTASO, I-STA36 Straight Straps (�nroeand flar"r, vensiI iSURC, KILGI, available Ini aldoutile ")X are SOS25500� SD82560D, SIDS25" 14 PWANZ Foundairon'Wal Angles 16 LST149, LST173 Straight Straps I 4X nyoce*: oil ly aejta rar.ge is Con"aa laoi 8 SD825112SS, SIDS-252WSS, SOS25212SS, SOS253COSS. SOS2531 2SS: Storcing-Orive SDS Feenvy-Duty Connector SS Screw 15 GAI QA2 Gusset Arges '17 LTII LTSIAO Broolging U �n:,!" hirroorf, race. i-rc-o in vidtris oana�rq from 1-lVl6i Fri 9 SDWF2716 SUVW2720. SDWF2724, SDWI SDWI Strong�Drwa SDAIF Enor-to-Floor Screw 16 142A, H2 5T� 1­18� H110A.21 H10S, H14, HGAID Hurricane Ties - LTS1 2 LTS! 6. LTS1 8, LTSA' Light Twat Strap iLnk,,l-,to foom'% la" t 17 H CJTZ Heavy CtxnicleaLed Joist Tie -0 MGT Med lum Girder Tradown, 16 HH4, iii Header rongers, 20 MST27 ?AST37, KST48, M-ST60: MST72 StraightStraps FLPIOQ07!R$ 19 KeSIZ Kne.-Hrace Stabil"t 2-1 IJSTA9, hill 2. MSTA1 5. MSTA18, IASTI A.21, MSTA24. MSTA30, MST A36, L40-TA49 Straight Straps 20 1_30, L50, LM L00 A in g I--, MSTC28. MSTM II ht"TCu3_& MSTC78 Sualight Straps Pripolud loolliedial, Num ber or. Name PrOdI UbgrijI 21 UCE 4 Post Cap 25 Mt.7317C48B3, MSTC66133 Pre -pent Straps ft2dtuc t J4,40 de, N U in Lyf Qii i,4a 1)jz� riptign, Prod ucl Do"u, I ATR318, Ai ATR&8, ATR3;A Threaded Rods 22 Lc-*D, LM, LS70, II Slavaslalso An gle5 24: MSTt26. MSTIX MST148, MST160. MS-FI72 Straight Straps 7,p Qj% "'e" is llongI uvsiisi�,Ie inoikilths lu�rogng purn I 411o": to 7- 2 ATUDS, ATU08-2, ATUDI ATII ATUDD-2, ATUD14, ATUD14�2 Aluminum Take -Up Device 23 LSr_7 Adjustable Sioror Stringer ConnectiI 25 FI I S1 2, olTSj 6. MTS1 8, NITS-20, IViTS24C, MTSW, fATS30C Mdd iL m T%vist St ra p 113'and heiguls fancing tionn 71 a` to itY, 3 BinZidii-2, SlpliQ, Bl"1122-3, Ble5fid-2, BP5�18-3, BlI WjjY4-3, SURTU03vv� Soldiring: Places '24 LSSJ2arLZ, LSSJ25RiZZ, LSSJ2%2 l.SSJ28RZ, LSSJ21OLZ, LSW21 URZ Field.Adjustableo Jack Harder 25 NCA,' NCA2x12-12, II, NCA2AIO-16, NCA2x12-16 Evidgirig '. -1, "Fa 7. oisinair Iiangers ni,!, , ne 1_,floftl3 1P 4 l"114din!'Arit, CWt1lr,, Corriii!Yii, Cr11A`3`4, CNAIW-UZ CouperNuts 25 LSSI 81, L.SSIR2 1, LSSR2.37, I.S.1,R2 W LSSR210 2, LSSR410 II Adjustable SicipealI Skev%@ble Hon,.jer 27 POAI RCWB14 Wall Noting 'I'S' �andl heights fanymp !r'iiIn 9 1"'1" 1-,214" A CTUD55, CTUDI CTUIDW, f:;FU07C, r;TUQ76, CTIU077, CTUDW� CTUDyki, CTUDC47, Coupling Taker -Up Device 25 LTP4, �Tp`5 Tie Pbtes 2, RII RPS22, RPS2?1 Repair Palo Strap 3 Cl�,4 reiirleE hiriniiiii 1"olis flonjer-im-grI mriglo" firom 112" to'� 27 MLnZ, MI-242, ML252, 1411-287 fift.21 OZ Angals- 29 RSP4 Som to Plate Cn,,jdor i'vii" RilidnAviri ranginiiidorn 7 -111` to -ZM', 6 11,13, N4, N5,, INS Heavy Hes: Nuts 25 MUH8 R o of T I-- Dawn N) SPI, SP2, SP4, Sind, SSPa Sam Philip Tie 4 D-,HF ilerins hnnpiim lopflary hangerc, - gin, 40 kivniolioe in v.,difrs ran g fircon 1, -W47to 3 &8" and heighlin iringoiC is im --oVto 24' 7 RTUD3, RTUD35, RTUD4, RTU04B, 11I RTUU6, R I UD7, RTUD8 Ratichefirde Tali lk Device 29, MMHG HIM - . 5-P,4, SPl4d, $Ftiki Heavy aud Plate Tie gad Roof i-,0nioactOr 31 8 TUDI TUI 10 Tak"fo Device $0, MULU26, MMILU213-2, MMLU2B, MMLUZB�wZ MMLUI 1011MILU1121 1. f,IMLUW; M1vlLUQ1 1 Face-Moul Hangers 32 SSI�5, SS,4.5 Stud Shoe E lop 1oI hanqors viafl� II oAdths rarogii� rrori.5-1,W'to t� 9 TUW38 Take-111.1 p Washer 31 R80, RSI Rent Boundary Cirps 33 ST9,ET12, ST18, ST222, ST292. ST2122t ST21-15. ST2215, ST6215, ST=ilk ST67M Straight Straps ill& and herghE I Ing trci Vb 712- 1 e7' 10 URSS 3t8" Uplift Rod Penn System 32 R-ST-3 RI Tj@�Down 34 TE320, TB27. T830 7836, TIII TB48 Tfgal� TI r RM Tismicri Bridging 6 seri;.I hq,qe�s -f op �izirqo riangers av 2iialiisi; veens ranniorl; ftom IV 7- 11 URS4 I f2" Uplift Rod Run Tkadown a�istenr 33 RITC=, RTC4Z RTC2Z, RTC,44 Rigia Tic Gorine-intors Me TV.P-110 11)o"il TWV4 OMEBmdng "J4' and �,eijhts ranging 110;, '1 114" Ic -1-7 12 URS5 5IFS"UplittRodfirrinTedann, Sv--em 34 STC, STL-F, CUO HTO4 Tnuest-'ups. 36 %1 VGTR, VGTL Variable Firtich Girder Tiedcavit "'jaiieble rD 3- IU4" to 9 k S -718" 13 IJR,1:I 34' Uplift Rod Run Tiouslovivin System &S, T JI TjC577 TnI jack Ofii 31 WRI ne WEI 01016126, Viie. 1 26C. vvOM43C irm BF acing 36 Z2, Z4, Z44 Panel Stiffener CIW. e GLP; FF.,ni Ii.3rgers I ISIT ;ind heights fangl,,; from 11, fo, 2"T 1. v "i , to FLMfA4j-8§ k l 113!.,ensri, p 11-�nqos hangers availab e In vdidths Fari dorn 1-9116' 7- I GY' and heigq)ls i-ongizie, firoinT 3,` 1u3O' It" piroaguats2dal NualloergrName EE010ijig m2rivition §g" Er2ljil Wdel, Humber Qr Naa)g 0 111GIL!h"i "Isilvd, h.o'I!IidsIs Sa dii�jl la I lia 90 arl aVairi hisin �,in tnr angm ig fr om 5-1 �14 " to 8� I DTT2 Halld-down 5eA# Produeat Model, Hylor bar or Name P m drect, Qqjccfl�jEn I CII 37x&S, OBI142 37x7.63, C2142_37;II Concealed hangers ind 10 IrZ`,ri 228K LU 2 HDC-10iii HDIC19212 Hold-down 1 AHEP Adjustii Hdi-Erid Carinector 2 DIJ, DHU, EAH UTF sedes hangers Faide-jorount (DII CHU) and top -flarge (DHUTF) hangers 1-1,1UL T seiisso hanger� Tup flungis hanwria,�.Jlable In vlkith�., ga-Figing firom,31,14" 18- 3 H008, HHDO11, HHOO14 Hold-down 2 DS�_RuSDSS, DSC2GSDSI DSCSRSOI,:*, DSC15LnSDS3 Crag Strut Con necto is available in widths ranging from 1 4116'tu 3-9il&'ard help, beights ni;iginiq IrDn:77-1 021, le 171 4 HOU2, HDU4 HDU5, HDUB. HQU 114 HDUI 4 Hold-down 3 G80 Gable place Gonnecto ranging Irom 9.1)8" to 23.1511 8"_ %il i Kr� I- TV s, vs In In ;Rn a rige han grrs air aslah Is wictits ma ng ing frorn 3-1 �471 c I 5 HPA28, HPA35 Strapistyle porlin anchor 4 HCPI.81� HCPZ HCP4 Hip Cornet Plate 3 )­kii1U3=.63­SDS� 111GU5,25-SIDS, HGU5_5O.SDS, HOU5.462-SDIS, HGLU�MSDS. HGU7 Faca-mount hang oirrs 1 oC' and iiejg1his ni,�giiilq from 'I A." t-D 32, 6 LSTHOB, LSTHDsI Strap-s" hold-down 5 HHRC2-2_-1 MRC42, HHRC42-2. IIHRC411 51, H4RC44, HHRi::,5,_2bW 5.25, HHRU5 37t3 12, Heavy Hit) to Ridge Connectors SIDS, HQUQtOI rt HIJ Top flanje hangeirs jvprlable ri -m - II ranging 7,oni 2 -.5110" to 3 7 MASA,MASAP Foundation anchor istrap HHRC85 4 HGI IS sories hangers Face -mount hangers available in Yodift rwngirtg from 1-5iq. lot 16 " a nd !t e iq h ,,, Tr r, yvq from 1 F u; 8 MI MPA144 Strap -style purlin anchor 8 HRC1 ert HRC22 Hip Ridge Connector sa, and n e4 g hts; ta In g ing from 5 _1411 V, to 1 Z:I-Ar. t lus- r rs har"It's `�arqe ]oisi ayskab!I j- v�Jtas ranging, from �-UVlp 9 PA18, PA--, PA26, IoAa5, PA51, PA68 Strapi-soltyle, purfort anchor 7 LFI LRU243. LFU210. LRU212 Rafter Pan HHGU5 25-SDSi HHGU5r5D-SDLS. HHGU5 152'�K)Si HHGU7 0O-SDS HHG-U7.2E_SDS, Fare-mosunt hangers Wan d he ig hti; ., �igllrg �mm _5-3r8= � I _1 -1 -got Strap-slI purlin anchor 8 LSU213, LSSI-W LSSU210 Light SlippeablelSkeviable U Ha roger HHG1JI9.00i 10 PA118, PA123, PA128 PA135 vj,'Tr� Hi,110,` l: si�:rcs wq-zit, I 'brige hanginis zqvaiat�er c %emhs ranging hart''I -9116" to E - 11 STHDI 0, STH01 ORJ Siralastyle hoold-daiiiin 9 TRIM, TII Truss Snaring Enhancer 6 HHUS'226-2 HHUS28-2, H HU", N2� HHLIS46 HHUS48, HHUS41 0, HHU-86,5011 0. Facre-maunt hangers 1 a rld oeig ints nis, ong ko in T in 1 5' Gon Orin led do rice 12 STH014� STH014RJ Strap-s" hold-davvin 10 TC-M T CM2 - TC28 TrussCep HHUS7.2511D vi!�,Wan IHOC.1 T�) avatablie for aletedvie 11 THa-A,,TI-A213,THA218,THA218-2.THA222-2,71-i,441-�. TNIA418, IHAC,418,THAs!I Adjustable Truss Hanger HSLI R, HSUL, HSURC, HSI.JLC series harra Skesivrid face,-mcurt hangers available in widtharvingong Irriol THAC47Z THA42.6 THAsil THI 1fs3­n15,lM'msd heighis ranging morn !115-311 ri� i Air�, soil s"s ii�qinei F, Tnnrn1jAV`I8"tD7- 12 iHA1422 Adjustable Truss Hanger Sized for I-JoI Coniocaril thingeversion 1,14SURC, tIlSULClovistable lim I "LlIA he h; ht, titi) o to n-, 13 THAL42'�, THaRA22 Ssinvined Truss II and Ad lorionki clilyincum fange ld clorienia led I 117 H'A"Pil l sv� lirr� Ilaoicitiiiii Top flairige in rar-ging hano 1 9,16" 17, 14 THJA28� i JA26, LTHIMA Multiveir rruss Hargels 8 HT I HTD28, HTU21C HIU26-2, HTIJ28-2, l­TLIi Faue-riscund hangirIs I �,"e",siod'hedgII iangiT tv t� TH 15 TH,)M2,4-5Ak3SP THJW-5-301S.5, r-4,11J26, TI-1,111-12-3-tAs Multiple Truss Hangers 9 HU, HUCrieries hari Fiscie-ronowit haingeusaiiallable inuikifilss fangogfrom I-S'It 'lo 7 An illp f l�i 1: 1 ),,? ' m 'r I C, 1 � � � n j, , on 15 TSBR2�24 1/2" and heights raingIng from 2-718itic 19-114" Concealiel! $Q' onjur "Inighlu Uiilig�� S irorn in version JHUC) alsidlabla for all modelt Insivingi worn equal to rl jl�i` S-I rl,:p I'lur) %in - 17 VPA2. VPA25 VFAS, VPA35. VPA4 Variable Pialh Connectors -I,- hallgrils arail",knle i !4YIe and h6qilts 18 VrCR Clip 110 HUC-Ql 81/,Q-SDS, HUC01.81111.SDS, HU00210-2-SIDS, HUCO210.3-SE)S, HUCQ3tO- Face -mount hangem i Top fli3nije hangea ov%rlab E in -ridth 1-1-' Wlof� and hriklilts SI HUC-0410-SIDS, HUCCA12-808; HUCQ55 25,9-SIDS, I -I 25/11-SDS, HU0,1610- h-c-7 !�-S)l 6 to. 13-101: Simpson Strong -Tie 2020 FBC Approved Products Updated I ZP30=0 Simpson Strong -Tie 2020 FBC Approved Products Updateas lZr3Q(Z20 Simpson Strong -Tie 2020 FBG Approved Products Updatild Simpson Strong -Tie 2020 FBC Approved Products F or direct I nes to all POST a lop rwol loals d b 0 C L I C K RE R F or dol I In ks; to al I SS T app toy ai I IN d b *I ow, QUP_tj _HF; _RF� For droin Inks to *I $Or approvals Word toI I For v4dWal Information regarding Flodrla's Statewide Product Approml S,v For 21 L.5serloas hangaii I, Top, flange hangers arvallablein Wdth of and heights 'FILM LOj". 15 SLBV1,55, SILBVI.81, SiLB1122,0e, Eiri S&BVZ56,S&Ei1I S/LBV312� Trip Range Joist HlangeTs I X.i rugucower!'e horri6-Sill-dr 15-10, SU8v3_ 56, SILBV3621 SiLSV4013, SIUBV412�9"Lri Sn,kh,4116 S1L8V5fX 6 SociijIp!Ecit 2 lll��ITF.`���, 2 A'sidge; ZZ LBAZ series tourge-a Top flange hange-vir available in ,Adth of 1-9116'and in"Ints 1W aggilill X9921, Humber or NAMA rodualom-agilgn 19 SiI.TT20, 5;fDTT24SAlTT'14, HIT4, HT-1-5 s to 0 1 �Is In d T Pa.; 3,04, a n d I J8 'I'mir, ress, staI fansing from G�Sdlr to 11-1)8' 1 HHLI,9210-3, HHUS210-4 Joist Hanger 23 SWIST60, SMST72 Shoos 118 mll il 0 gidl 7 Tiloili i I (TI-110 ll, THri-i-IN11G, 71,0 -KSi� TIIIF..,,��!I%, TmicE�ass,, 'rion i-11") iicisvy Outy $-cnx,rwAnclnor`oi concmzlze and' rna,,ioniv, 2$ LE03, LEG5, LCG7 series hangers Trip flange hangers isroadable in widthilli Fang ing from $-I Ir to 6- 2 HRSIII� SRS8, HRS12 Strap Tielit 21 5P4, SAO Shud �uw Ties ov idia, is s, -Mlh ox kJI !in cartio r. seert tod -,�nes .3(A a �i d 311 7/8" and heights ranging hurrip"to 33-117'. 3 HUCQ210-2-50S, HUOQ210�3.SDS, HUC0310-SloS, Joist 22 SRP; OSP, TSR SW 6 Plate 7 ios 23 SrC, DTC 24 NEII MEG7 sorkettangeris TV flange bangers reratilistales in widifis ranging from 5-1,14' to S- 4 THGS2. TI-II TH131131-12, THGSH3, THGBH4 Joist Harper rusis Clip Yoe 2316 stairletz shmt 7JS" and heights ranging- from 9" to 32-1 /2' 5 TL1G02­SDS3j THGQ3_SDS445. THGQHI THGOFM-SOAA 5. THGQH4-SDS3 Joist fir;iingur 24 TRUM1 Brace Diagonal 6 :1cupl- riHOV6241mr� TqCs5nq-�,IRC) HO 7hreAed RcId C�,mplvrlzx i7o�7icreto � _Fr=i_E -Iren HL) ilhreWed �Rf;cl Havgarffjrx,� rate 25 NIT tiones hantiters Top flargishaingersavaliI in Wdtha ranging from 1-W16`tot5i- 6 TH91AII THGVI THIGW4-3, THGW44 JQe. Hanger 25 -1 jussitiock; Connector G Ttlin [-tL) Tilrea,:W Rw Hama- I 5251t5tirriH THU; 1/8" and heights Fern _r from 94A�'to 2411 THC1. 0212-1 gin'! j v"l-cige K� '�'%NAl liliedg 26 folir, PIFB. I*DB. PFUSE; series hangers Top flange I.angers avails"s in vAdth of 1 -9/16" and heights 9 -ki; And Lx rut meeimorw ranging from 3-WO"to 7-IIE' &M 14?3-M V RR Ridge rafter connecoor 28 WP series hangers TV Nange notingers evaideploo, in Wclthti I Fog I from I -Wi 6" to 21241112211MUL-110111= Name 10-11 MWEL NVI Z 96" and heights ranging g-1/4"to 3,2". I GETAL21) DisubI lenrioctled Truss Anchor 9 C-=At!h02-SOSHCG, CCQNh4,e2-SD&I CCTQNIZ.62-SDSG, hillsemiry Fair Caps. 2 FGTR, FGTRHL,FGTRHR Girder Reloofilit Airohnn. CCT`QM4 82-SDSG. C070%,15.50-SOSIG, 0CCQWZ.62-SDSG 001CON4 62-SDSG, aZa 4, FZ �d or 21 2 Itiali �N_,AQ H15, Hi H 16-2; PH 6-2S Hunriniiine rol COC�QN15,150!-SDSC. I P'"If XR o I ii!1:111l' ,do lol-hon ji"ji"'Ifiq - w Ft#I OM-RD, 4 HETA112, HETAIS, HETA23, HII HETA40 Embeckkoh"17russ Anchor 1'. FCCILLOMD3 it�Q!Ci�KII, M.-scudy, Food Ga ids Ell -Hil F I -Hi i Frin�iIjj, Itid1laoil,,r, tco ITiaAorn fv 5 HETAL-12, 1-111717ALIc, HETAL.20 Ernlkedde-J Ttsiss Ancri ECCLCQldlOi��,'Cu1_v1­L F;(,C`,LRQNiU$.02G-KF, E`­,Cli.RQMD4dJ2G §2a Frod farladuct Description 6 HGAM1I HIM Masonry rerrinfir inonniartials- Kr, LCCILROM135 SOG. KT dt Strrr,,,.,,.8c:t iS'I 62� �dnjij:j ,Cdt,,p i,,,rr .jI _14ilicho; f rol,,56M I ABA44; AIBA44R� ARI ABA481I AGA66; All Adjusbaii Post Ba� HHETA20, HHETA24. HHETA40 Heavy,_-�rnmsdded Truss Anchor 3 I-sGUM5,25; HGLA45 50, HGIJN117 CC, HGUWi HGUDG�00 Heavy Masonry Hangers 7 HHETAIG � ; i rp, v r 2 Sci vlo, A i i ol so r !F Z r a?, 2 ABU44, ASU"R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ASUM. ABU66R, ABUBS, Adjustible Post Base 8 L3T2, LGT3.SDS2.5, LGT4.SDS3 Girder T eadson 4 U3UM22`6t2, LGUM26-3, LGUM26A, 1-GUIvII LGUMI LGUM28.4, LGUM210�2, Wearily Bearr Hangers c _itell 1 HE+Airs. H3'! Wlmri� Tnen HD 13cawenchtirfor in 3'�l ABU88R, ASU1011), AeUltMOR: A81.11212, ASU1212R 9 LTA2 LaieralTiussAnchor LGU#4210_3� LGUM210-4, LGUMI ;QUM48 ni 316 u o),ri Iriou h-eOv,*-I loe�, reac zmd 3-16 stri viiI stii c_-_Ijnre,­_j,,K 3 ABW44z, ABW44r,7. ABW467-, ABW46I ABW66Z, ABWOBRZ, ABW7-7 Adjusilable Post Base 10 NETA12. WEETA16, META18, META20, METAI METIA40 Ernbc-I TrI Anchor 5 MBHA3.12J9.25, MSHA3 12111,25, MBHA1S617__25, MBHA3�5619_25, MBHA356/II_2c__ Maisenry Too Flange Beam H angers, 4 A04, AC41I ACE4, ACO, AC6R. ACEe Powtcap 11 NSTAMI MSTAM30, MSTCM40, MSTCM6O NEHA&58/1 1,88, MSHA3 5&14. MSHA3 5WIS, MSHA3 56M8 MEHA5.6017 25, 711i Ttt7bk,(7147) 7itim Toi-b. Arrher 5 EC4. BM SC4P, BCU� BC6R, SC8 SC-52-24 0052-3013 Post Cap 12 WSM1 6, fAT5M20. HTSW 6. iTSM20 Twst 1-1-ap W Masonry IIIAEVIA&5OM 25, MBHA5�5(ili`11,25, 1WHA550111 BE NBHk5 5T14, MBIHA5 5016 hSHAS.50118 6 C844, C11348, CM, 013M, CM Embedded Column Sia-se 7 CBS*44-SDS2, CIBSO46-SIDS2, C8SQ66-SD$2. C85Q86-SDSZ CSSQ8&S0S2 Embedded Column Base 6 M3H1J3,5%1?I MSHItil 1 25r MSHU3,561`1 I �135. MBHU3.Ml 4. 11 U3,56116, tviessrainy Beam Hangers %j 8 CC, 500, eCCU Series Bofted coluour as vddh W ranging from 3.1;4i'to 9-1rZ and FLililli MBHAI MSHU55MCS, M8HU-515mil 251 !v1gll­dJ5_f�Cf11 88, MBHUS,50/14, > VID ranging forarin WR` Fie 7�117 piSHU550/16, MBHU519Q`�e 0011-k -OrNa- 9 '00-SIDS2.1ir ECQoSDS2 5 Seirses Sciewird polurnin caps Wth viirl ranging from 3-1/4i'logilj2'and X-IQ1iii ii sj� 11:51 n 16 � xi;�10 - , Cz 4 K lil 121 KQP Q 117 111", 4 4' 0 - 16 r, 7, 9 - J, I i X I I at, 11 S In F - rj F: I I g, 7 1 P ;Y I n 9 S c or e v 'ri 6. 1, *3 W tangling from 3-5fft to 7-1/2" 1 QecKTv.-siQn Tie rrfli pnipt �hj, CAI 1 4 "i-i'14PI, 4 112�24 Svo-�I-Cirivo �:,l I.RiqP-11-4 nim--.1 Sirif-Drilling, Tapporill Concealed Frost Tie Ease _�L 10 CFI OPT067, Z;PT88Z 2 HD19_1 H019 Botted Wrildly"o's 11 EPI544A, EPW, EP5413, EP506 Embedded Post Saw 3 HWBi 110513, H07BI HOW Bolted Haknovow $."F h vil mvi ift, Civit Point, ancl Lage Hex 'Alashoi I iead 12 EPS4Z Embedded Post east, 4 IM4, HTT"S, H`rT5_`g4 7arsan 7Iilri §29_# Erogu2j M_Qpbgjr NuM WE or NaM�2 PMgMS RMEIgtIon 14',;!'�1124, XIdI:) 11491 4112�!�24 S'tronq-Dvo XP4 1Jo"b!T5`m1=-�.d MeHt'Ski1f_-D_Nlr,g, r , - 0 a< 13 LC844, LC866 Embedded Column Base 6 LTT19, 07238, 11.71131 Light Tension Tes 1 SDW22300, =ol SOV11224I SDtoi222468 S=42600, S=r=2,600, SDW22WB Shloing-Drosdis SDW EWP-PLY and TRUSS -PLY Sureas I appirg: 41., LA: it Pcirt --rd MeriI Loorrew Hex LQ hilt Post Cap 4 -1 124V-1 t451 X :14S1224,K`�1 t 2S 1224. X.1 11 22A - Y 2-24SIrary Drive X Metal S-_41�Dnl I qppnq Scii woth 415 14 LPC4Z, II L. is IVPI MpiI MPBW Moment Post Base 80VVCISBDO Soong�Dsive SDWC: TRUSS Screw bull Poirt 18 PB44. PB44k PB45� PBI P866R Embedded Post Base am W-m- 3 SDO-0930006. SOWHIG4000B, SDWH19I XI _-!i)WH1WAGDB, SOWHIO-10I Strong -Drive SDW1H TIMBER-HE)(Screw X' 34�'C:1`3 K 4 10-1 USItir-eg-Orva X-I Pserte Sicif D- Fie _tr r- 7� g a:_pirgSor&­osviitd 17 pas"Ar PRISM PBSN Embedded Fog Base 4 SDvvH2740OG SD'WHI StionA4273000I SMW2710019G, SI)WH271200FG Strong�Drve SDWH TIMSER-H EX HDG Screw Flont is PBV6, PBVIO Round Post ease _SI Eimidillog M2dd. Number Qr Name FmdW 2=rir)tiQn 5DWS16212, SDMI6300, SDiAG16312i _5 6-40) Strong -Drive SDWS FRAMING Screw 19 F044-16 IRCA646: P048-16 PIC64-16, PCZ&16- EPC44-16- EP048-16, EPC48-115, Post Cap 11 SB518x24w S173718),24, SB1x30 SB Anchor Boints 6 SDIVIVE1196130, SOVZ19712, SD`AG2Z4O3,SDWS225O(3.SDWS22512. SEWS-225oa Strong -Drive SDWS TIMBER Screw (interior Grade) 0 EN084-1115, Ellacmie 2 SQSTB`16, SSTB20, SSTIS24. SSTB28, SSTB34, SST936. SSTB16L, -STBC L, SSTB24L. SSTB Arendt Bots 8 0 0, S; DAW 2 9 0 0, S DoI �2" 0 00, Slooks' 7f 100 � SDVV= 120 0, S DWS221 5 00 20 PO4Z. PC4R7, PC&Z_ PCORZ, PII PC8RZ, EFI EP04RZ, ERCZZ� EPI EPC8Z. Past Cap -ISTI31-01- 7 SDWS22300I SDVVS224G(1I SDVV322500E)B7 SU1,11=60ODS. SIDW=80ODS, Slronq�Dfve SDWS TIMBER Screw (Iiivikeinir G iade) EPC8RZ larpjui F;$p JUL opl, Nuts �gr dir F -Qduo Qgs�riptioa 21 PPB44-4Z, P1113844I Post Saari a SWVS22312038, SIDWS225120613 Outdoor Accents Sti urtural Wood Screw C,,S:�SU�4b� 0,5,di; sypaqs Parning Ort, Eiru�r corirlirmzw 0 FL*13872-R4 9 SDJgRr(3009S, S[Ii',ddS274001SS, SDWS2750I SDOMS-97MBS, SDVVS2760GSS� Strong-Drivid SDWS TiIMBER SS Screw, Fii_�-,,M ', ::,'RA,1 F, 22, RPBZ Rontroft P I Elai yruu;s Framing Fisilel-chip, Ctvn r irimit-ISEK'As'1016, FloW3P*349, T010 �?i Fi­,34fi:i0ihtk FIPI Sli X`W,0214, ol,I�i I nd 91. 2,14 fjnorQ t SS, SYVV9271 20CSS _I, e U) AN X rodunt: Most NUmmorcir Made Predator Description 1-1 SDAV134CIJ Stroorg-Ditris SDWV SO LE-TC-1104 Sennov IFPH,1,034��1,114, �PHGID,3421�,I'4-hir, (hilirin: Tapping -4-FRO _ L__ "I 11.ur FL*1 0M.R5 I CkI CNIST14, CMSTCIG, OS14, CS16, 0616, CS2Ct CS22 Coiled! Straps SrN1?2 Ouldcrer Accents Hex -Head Washer SFC2 27-. 3FC,4 :!11,:z!F1'!6 2i" Shi f-larili"I ("0­1%n'rl*� 2 HRSC� HFISB� HRS12, FHAS, FHA9, FHAl2, FHAIZ, II FHAW lurS7-125, rAST136, Str orm a7 mil (12 g a) rn I-Si-X" 1, 2 I��, 25. S '25 �, 5-1VA 25 35fis 7ij lh:-o5l�2 no, V�i C4 2b rrl--�Xx 21-, !-Jusid SfW ("onplard'in fu9noolog, kII MST172, SWST27, SIMST37. N�_IIGE 25irvIo ProodUct Model, &MktLgLU2= PM990 QMMMM 1 PCKIW, `� G,<VA5 5, R-�M26 RCKIN`5 Rigid Knep lAW �Ccnrie�,`or I FJA, FSA Foundation Anchor HTS16, HTS20, HTS24,14TS28, HTS310, HTS= Heavy Ters, Straps ssist. In 2 FRFP Fiat Retrofit Foundisto- Pilots, 4 11 LSTA-W. LST149, I-ST173, MSTA9, r&-,Al2, MSTA15a MST MI MSTA24 traps 43 nril 118 9a) i,, f<,F4�5 5, $,r-B47 5T `�r­_�A 11 7'� r' `r Review I and approved 3 GH464 GH4137-15,,UH48-45. 01­148-8,,GH41"� GKI GH6II GH-7_L5.GH6",GH6S- GirdeF Hanger 6 11 LSTAIZ L.STA16, LSTA18, LSTA0_11, LSTA24,ST-_e_. ST-21 2Z ST2116, ST221 6 Straps 33 m 1 (20, 1; a) PMqM!g Modef. NUM ber or NI EMiluct Derillorliption S:S?Q_�191' SC�e�_� ;Z, 18 ReVierov completell 25 rorn with NO 70?0 8, 011-1610-fli GH61M 6 LSUI 2255 SUI 255, MSU BH3 25 Bridging Qatinarlia, AS I tt� AS 1885, AS 18$0 18 ga, Truss Plates 411-11f . %MOO 4 GLB6A, GLWBi QL136C, GLISW, GLSI GLB7B, GLI137C, OLB70 Goularon sesithal Pb* 7 1.TP5 LAaeral Tie Plate 2 AS 2UH S 20 ga- High Strength Trusi; Platia 5ic" _2�, iV1SjUR -­- N S:1� MI. 5 11 a 6 OLSTS12, GSLT642 GLIST510. GBI-T816,01-8TSM, GBLT8I Gluilarn Seaning Floods 8 1112. LTSI 6, LTS1 15� LTSX Light-1vivist-Stram; S AS-22-0 20 gat Truss Piabe Bypass II 6 FIGILEA, HGLBIB, HOLM, HGLBO Heavy Glulam Bestring Plate 9 NSTASO, MSTAX ST6215, ST6224. STO, ST12 ST18, ST22, MSTC28, MSTC40. Iiii Slirapos-54 -1 0a ga) 4 A-SHP King& Plate Connector 2 X� t5i-4340 141 4,XI_Sq-,`8F;-IJl_'4 9 14-14 Suong Clive X-Sh ShmAjefect Sell-04onit, lapping kill CIO 7 HGT-2, HGT-3,14GT-4 Heavy Girder Tiosdown 10 NSSTCMi MSTC78, M236 Strare asormil (14 g a) SfoNw., 4 111 = 8 UFF"10-9I Universe I Foundation Plate 11 INTS11 MI MTS18. MTS20, MTSI MTSI 1MTS3DC Me-jium -wist Straps >,,-it S1 .11, `111, 131 6-4K. XQ1 S",.1214 XQr 1131214-!'3 5,<, i(C)76Si224, 410,18 4", Z-14 and 41111-24 1-:itrorro-Dirve XlWazi Self-Driling `('71 Tapping 9 lAFP Unliwersist I R Foutirdiaton plate, 12 S/B1 , 56� Siel.811, SIM.06, SIB2,37, SA52.56, VEZ68, SWAZ SF6�,� 56, SM3.62, VB4LOI Top Fie rrid, Joist Hangers < (D 911 S4134.28. $184.76, S085.50 X'r 13 SEA-�IZZ,WBA2.12JiCSOA2.12112,SMA212JI4,SeA4.1�8)8,Si:jA4.18110,, Top Flange Just Hurlers Aalgj 2WI Ngfto lilgabSt 2Z Write MAY041111911I I SIBA4, I Will 2, &BA4. I 8M 4 1 Er -HP Adhesive Anchor foo ocric feba 14 &1 Hurnicano'Tm 2 GAC, GOP. GICPM-50, GOPM-75, GDPFI ODPS, G`,,1v_bC GJI GIAI Dor GTH Cas-oolkeded fastonare and assomclivis 15 911­1 D88, S11-1081171, SMI SiH DI 06, SIHDI 5S, Holdoeqns PDPA, POPA-K, PDPA-MG, PDPAT, PDPAT K F Nvd,`t pol 1,ANP, PINWID-W, PDPAVVL, Porsaider-actuatad threaded studs, und asseirl < 16 Sim DI all DU6. SMDU 0, S/HD 11 H o 1doern s PDPNvVL­MG, PSVLS, PSVLS-K, PCLDRA, gsn�,ILDPA. PTIRHA3, PTIRII I _j 17 SiCT, SIUJUT .1aea Hangers 4 SET-3G Adhesive Anchor for concrete n z z SHEET NO. March 6, 2023 A 1 I., 141) -7-N > C) HAMM 11JEAW-DAMECOUICTY PGY ludastries. 1ne. P (,T Irvi trs frii. 1_11 C. PI, CT C ON.-IROL SECTION 0 0 118055 SW 25 strw, Rom NOITCE Of ACCEP1.1NCE: EVIDE-NCE SUB-ILITMED NOTICE OF A( (EPTANCE: EVIDENCE SUBAMTED DEPARTMNTOF RZGU1AT0RYJLND ECONOMIC IMSOURCES (RER) U-nna ionft Sol AND CODE AD=a5M'T1[0NDMWMV T.-7"3l5­:Z5i* F V YQ 3 15 -2 NOTWE OF ACCEPT.0CE EVEDENCE SUB 3-Ul"TED C.33 0 1 Y) 4_� D, Q)'U_-!LL1TA'ASS_UR_-k_NCT_ -N�OTICE OFACCEPTANCE (NOA) 1. ENidence submitted. under preiiou NOA = = ICU 1, �Ifiarnj DRI'Jo-De-4--aninew of ?,Atgj,$� 42,Cpr%�L:md F-cc)-famar, Rttsvirces �FJEKll_ PGT Ladestriies, 1W. A� D&AWLINGS B. TESTS (condinseil) (D 1070 Techul Drive, 1. Manufactur&s die drawings and ilections. 5. Testreporton I)AirInMmimTesi.per-FBC.T.k,S202-94 5 NordiVenice. FL 34275 fSubytiffed underX0.4 No. 11-007.04) 1 � Unif'onic IS to+. ic, Air PresLiure Test. per FB C TAS 12 02 E, 1LIkTERIA1, ('ERTIrI(,­",VT10NS C_ 0 Lj_ - - c e y,, c - I 5_2 8. 5_970.k titled Sliding Glass Door NNOA C"My'. sheets I 1 �, of SCOPE: 1 Draiv-Wg No, AID-_ 3) Water -Resistance Test, per FBC, TAS 20244. -,fAc tanct . 15-0 14 issued! I` E ICU 0 > X 1his NOA is beingissueldo-ader die applicablermles andrepulations goi aming the use of constructionit%aterials. The L%.ixoujzh-�lof2l.p.%Wedblyminu-iacttkret-date=-410,,Ci-�-/l*-;--%vithre--�isioL�Adat�eld 4) Large Missille Impact Test per FBC, TAS'201-94 Mntel,Rjgi�,J P1. 12 reiriol- I Kn-i-vlott-, for NNIndlows !1L)d Dow -7, da-led 01.' 0 04,0517, signed and sealed by �1. ll -= WeT.. P-E documontation suiwiied has beenreviewed and accepted by Nfiami-Dade C000- RER -Product Comtrd Section to %lind Presinare Loadinirper FBC�MAS _203-94 y 0- 16_09,20M �ssued, roll,vii,013 -YE be used at lfi=Dalde Cvwv and a0Qwedbythe Ainhowy 161) Forced Entry Test- per FBC, TAS 20.2-94 =. = -1--j This NOA shaft not be valut aftff the exmithon date statedbelow The Miami -Dade CouarTroduct CcawdSecalon along= IiIJOO Tan 102" and lLahrer Shade,; (NNORAV'hitfll Rigid PVC Exterior Extrusions, for C/) y B. TESTS A (Ea Nfimm Dade County) andlorlhe AW (in areas other t1muMitum Dade Counny) re.- erve the tiSht to ha ve this J.L �esidtlKlit''co I)r�"aifaasr Static Air Pressure Test, ptrf'BC:,. TAS 2022-9117 bv Fealestration, Testing Lab. Inc.- Test Report No. FTL 8549,. dated 11,06"157 signed ant-1 Vlueloo-s and Dolor,:11 doteU 1. IDS 16, txpt: iS l 12,�29I'2L I ", =hlot . JSStL�. JA'�Sj, _d pauce Ale i pmductormnmnalwstedforqua&yamaranc-pumom. If thisprolliuct armaterialfadstoperChnatmi the accepted 21) large impact Test per FBC. MAS 201 -504 seaked by 1dahnis Ortega. P E. (lest ittsort rc-1 on I-24)MI-5 and 02411 edf6rt` tr manner. the mawfictorer %,& iacurfireexpease ofmch te -Bldgln 1i (Oated (Pallited or LatlInlarM) Whire Rigid PVC IxfIl Ex"'llsions foi- 3)CIVche'�krind Presata, Loadingper FBC, TAS 203-04 6 Test report on 1) Air Infiltration Test, per F.13C, TAS 202-94, uVend the use of such piloduct or material with.- their jurisdiction- RER resti-ves the right to rel this 3loia withmark-ed-up drawings and mistrIllation d2gam of vinyl diding glass door prepared Uniflorni Static Air Pressure Test- per FBC- TAS Windmx-5 and Door­­� dnted 0&"- if it is deternimad bvIfiansi-Dade Coumv-Pradixt Couard,%cfion that this product or material faila to % �_ tT�� C<, �-C FMIA ��o _11- -d to FNNEF 1 Fenesirat on Soluttons �_S' bYLF�"e$t,jadoa 202 A _`li cleTestpe. FBC-T..A:N 2-94. lositing L& Inc_, T- t Report No. FTL 817177. dated 1-, 7,11 5s. sig to,, an icl� v J A, meet the Mqua-vatems of the apilicable building cadli_ � s 19 1 d 3) Water Restsota T scaled bv Idahnis Ortega. P. E. (Tes- report wiised on 0-1.15.16 and 012+46 4) Large j,;I Impact TeIst per FB C, TA S 2- 0 1-94 f i"n 1, f - �N �1 0 �1�1) a r, 4 Lig h SI h�,� (I C, This product is approved as deseffnedbel andhas been designed to comply with the Florida Building Cc Je� 2 1 ' Lot - EXIrL RaF1A_iiLdmA-,z and Duars�_ -I'a"R"d QP1�115 exp=i� mcluiling the High V`I Hurricane Zom I :est report ati I)Airlarturrati � Test. per FBC,TAS-202-94 5) Cyclic Wind Ptes-vure Loading per f BC, TAS 20-3-94 on �02 (Y; I - 2) Unifor in Stati, Air Pressure Test- per FBC TAS 202 -9-4 along withmarloed-up drawings and astallation, drogtam of -vinyl sliding glass door- prep�urd Accept-mce 1-0. 1"'1 10 "T4, DESCRIMON: Sel '557 OC 770- Vinvi Sliding Glass Door tReinlarceld)=w.1wo 900 & 131.0 carnalIs-LAU. lvic� -N thn- 'Bronze and Lighter Sha(Ws of ( zip f- oated Rigid P Lxwlior a 3'� 'Nater Reststa; ice rest. w FBC� TAS by Fetiescration Testing Lab- Inc.- Test. Rrporr No,. Yn, 85.5.t dated !M445, signed anc� -AMROVAL DOCUAM N'T: DrawitiI ReI titled "Vil Sliding Gial Door NOA (M"'r shwa - 0- eX.Pul"1112 4) Large Missile Impact Test' FBC, TAS 201-0-4 sealked be Idalmis. Of tega, R E. (Tem report vecised on 02.455;2016) F zitruii,,�ms; fror Wu�ld�.�vyv,.-_and Dotirs d' a 0, ed 00) 1 l�" 1 16 21 (5, per N, T �s Mon I throl 21 of 2 1, pvVwed byinandActurer. dated 10:05.3 5and Iur revised on 01101M. sigmwd and sealed by d 5 7. Test repon on V31 Uniftl StaticAr Pressure Test, per FBC, TAS 202-94 ,) Cyclic Wind fres=e Loading per FBC, 1AS 203,a4 kLynnMlff. Pl_ bearing the Nhami-DadeComtyPtodmtCoutriolReNisiousftnip with the Nal of 6) Forced Entry7est. per F13(". TAS 202-04 2) Laige Missile lm;-xact'rest per FKA'AS 11IC", fM T11CUT W11-titi, Mod PVC Exterior Extrull."Jous fol Rindon.,; attilil [)clors", d2re�,j,� Acceptance number and expusm date by the T-NAami-Dade Coaul Product Coul Se eti= c Wind Pressure Loal per FBC� MAS 2"03-94 -it d tap.= of -, myl A d glass docT- prepared 3 Cvch Ing- along with inatked -up draw tags am trim aL - i-� IS, 101, � 17 t X 1 on C` ma Z NUMLE I SIPACT RAM, -Q La rl a ad Sma 1111h siker Impac t Re stista ut -84, 7 Cl! byFenearation Testing L& hic.- TI-st Report No. M, 8.446. anted I i�661 signed and along with rawked -up diateings =it incrallation di of" sw-d slid glass door� prep Tes! rej.xv,4" NA-- > ear A STIL Limitations: A issued bV'C�'Y", V -- *0 , X-V sI by Idalmis Ortega. P-E (Tess repo. try Ferresnation Testing Lab. Inc Test Rq)o-.L No, FTL 66M (samples A- I rbru A-221). & Dnl ___U-!]dD 1929 ind AS-TNED 6­ L See, table 1, (sheet.Z) and, table 2 (shell forapphrable, SGI) ul sim. design prel reidsatemwft*rpel FBC� T 11,19,10- signed and sealed bi Jof gle A- C�'ausl P, E_�Subnt&td widerAWL-1 No. Il- 3. 71 est report an I I Air Infiltratim Tes:t� per 1- LAS 202-94 Y dass types- sill nall (see tables B-1 & B-2F_ sheeo 7-8) and amhor layout shel reattiremems in 11 thm 16- I (Pa t tre d or, I amil ted) wl lit & Rip it PV C t 0 be 2) Uniform Start Air Pressane Testi. per FBC_ TAS 202-94 0.1 1117 M Fj Sid White MTC. Tau t-1 4on -, white), R: �p d FW a ad I B i -mv c ol labeled relkreacedNONtretl 31 Water Resiq_a, ice Test I per FW- � TAS 210-1-4A 8 'Test on Ad- luftatrion Test, pet FBC, TAS 2012-94 t !I, r� I AIc"cc-ptance '14-0916. 11, i5ii LLeidt o 1,11*. t�iraray fr b:i­ the per 0 �, 0 A N t -11- An( ofi 3. Ep"s opeloors mu# cemply with a liclearwidthor heot per FBC requirement a4applicablee 4) Large 'Missile inipatt Test per F-BC_ T_AS 201-94 2) Uniform Static -Air P mesure Tesc. per FBC. TAS 2021-104 �,St�rttrt _ - 4 4. Pocket wagstuider wparatle approval. to be revievved hyBuilding official 5)Cychc Wind Fre-cl Lcadinggper FBC'. TIAS 2033,04 3)14X'oter Resistance Toa, per 1`1341*1"JAS, 202,94- 0 1 edta-,tirarw- Air Lc�'fr Inc, Ift,31, their m t I - )08 L-NRELIC!'ll Eachutut shall bear a penizatentlabelwith theemandactmeet or loI ciry. st aw- and series and 6) Farad atry F 'K. !AS _21023-94 4) Lar-ge Nfissile in-VactTest perFBC- TAUS 20L-94 J rasifolit I'Itracle-ir� ('Ikar a ud Color PVB ltlterliwers expuulg on 0 .19- along withramiced-up draw-ings arm; installation. diap= of-Vinylshidma glass dool prepared - 3) Cyclic Wind, Pressure Loadin per FBC� MNS 203-94 f 9 RENEWAL of din-N&O.4 shall be �couadered aft" a renew -A application has beeaffiedvad them has beenno, by Fenestration Testing, Lab, Inc., T-st Report No. FTL 8.447, dated 12�6�l -signed and 6) F�rced Entry Test. per FB C TAS 202-94 LU d on 02 4 5 -'10 a lonigr with marke d -up 4ralivirigs and &Lst a Ilat ion, id ta, m-in, of %*, 4 slidi -no lit r of le FB dition t2,101-1 4) FB( F-difion chougm in ifie apPlicable building codenegadv;ely affiecting the Petrel e ofthA priminct. seakilby IdalmisOrtega, P. E, (Tes- repon revise ol 01 COU1011W Ull glass prep; - 4� Test report on 1) AirInOtationt. Test- per FBC� TAS 202-94 by Fenestration Testing Lab� lnc� Test Report N o FTL 63A3 7 (sanI A- I thru A-5). dat ed 1'201 �f� i bvnV1.'L -IC_tum� Cla-ed 108,141l?, �signtd& stl b-� L� _N-Iillrer� P E T ERIM.�% I ION o f dw N OA wil I occm a &-r the ezl 11- on, d aul or if th e* ban s be en a r e,�Ilisioa � ow change in the ± Protract or process .1fismse ofthis NO -A lai, an endoizel, of any p 2 1 -1 0. signed and sealed by Jol �A Causo, P. E (Sit burfar d it n der.,V0.4 Na 11- =teo.sls, use, andIlormanufactureof1hu todLict. Uniform, S tatir Air Pressure Test, per FBC, MkS 202-0,94, itil ef faanc M� witerest, dated 04 � I issued b7v nianut acture ��.vvnedi IF 09) '? L te III ad" to-omplywithany 3) Water Resistzice Test. per FBC. TAS 202-94 se ed b, " mn I%Imer� P�E Mis F e III, y u,ction ofthis Noi4xalt L--e cange forrennins-bon. and removal ofl 4) Large Missile Impact Test per FBC_ TAS _201-94 'Part of the at T eu lepOorq AD,%7F-RTrw-mz-\-T:Tb--NoAnumberptecvdedb,v-th-e-%�or&-+-,Eami-DodeCmwly-flori"sAdfoll,owedbvthe 5) Cyck Wind Fmssure Loadurcg per FBC- TAS 203,04 C'. C-ALCII-A710-NIS 4, KEIF_� 1prr� Nl;o -1 7-03-8-7- date� I Y-111li C I 1 1,11 , , sigaed by, lfWposfionoftheN0Ai&dispW 4tertil 5hall be 6) F;rced Entry 7est, per FBC, T-kS 202-94 n structural analvsis complying, with-FBC ') 14, ye& it 1. Arichar vft fication calculations and 74 11 dow mi its entirety, along writhmark-eld-up drarvings and installation diagram el sliding glaws door= prepared prepared by PGT_ J a�ted 121 �W 15 am-11 last un Ised on' Oil 15 �� III sw ped and sealed by LN-MCMICO'N. A copy afthis eafittNOA shall beprovided to the user bythe matrumenuer or its ;wd Auer. -kathanyL V P,E - (Subytitted urr der;VO-4 No. 1-" 210, 91,�. shall be available tm itiVection at thellab site ar: the tal efthelluildiag Of5ll sealed byldahniii Ortel RE. (Te& reporlrnisedou,01,�1)416 =M,111/14 Glazing complies svith ASTNIE- 13CX0-09_ Tbis NO I A � r ev is le s & Y � enel- 0A � i 92 044 19.05" and C clusisns a f di6- p a 're 11 and e -vi Cie xx le P Age S E - 1. E -2, E - 3, E- 7 E-5 & E-6 as well as approval docusient mentioned abotv. I*aq L Chal P.E, I-laq L Cisauda7 P�f The submitted docume.alattmweafeviewed b 1shaqLC1mnda.P1- 'Y Prmducc Coutral Unit $lor productconural Vak superv­11� pi"I lim It fl,-Gu t.I, NO 1. Ne� -ZI -0.1 of AMI Ko_-� N o 1 -0 ZW -4 � U.4 Expiration Datt-t. April 14.iON Expir3d1uWt*t Aprill4,� p i I" i vi c..0 D:-, It k-: AP 1, i 14. 10�, 6 -rh Zi "I Approval DattAklarch U, 10.11 Date- )LIardi 2 S� 1 0 21 Approvil Daw _NWth .16� 2 11 Nlat - I). Paz* 1 -1 j PGTIndustries. laic., CGI Windows and Doors, Inc. PGT latmauties. Inc N70TICE OF ACCEPTANCE- EVMF_NCE, SX78_M1TT1,D NOT10E OF AS.'CE P TA]N C E E11DFN_-('F SUBMITTE-D, Zig]XI QL ALCTZETIIN�U: 1; N Ml 51-BAMUMD 1 ENIdence Submitted under previous submittal E. NLATERM, CERTIFIC-XTIONS (con dune) 5. Qua nex P a it Su a e r S tia c or S t aLd i t � d c ol lyin a w a-h AS ni C 5 19 Therrual C onduc toll 3. New EvideumSubmitted M D3985 0mygear-Passl ASTM E A. DRANIMIGS A. DRANMGS 0-981 BTU-ini hr. -ft ASTIM F 1249 'ATM -Pass- AST7 1. Drawing No. MD-55770.0 Rev & ailed -Vinyl. Sliding G"w- Door NOA (LNV', sheets 71190 LIG-Durability-No fog -Pass. �18ubndded unikrpreslores _N70_41NO. 15-00P.01) Glass Door NOA sheets I 1. Draivinam No. MD-S57, 0.0 Rev B. titled "Vitryl Suding I through 21 of 2 1, prepared by manufactuver. dated 10,,05.,'l 5 and last re%ised on I Through _2 I of 2 1. prepared by crianuff-lottirer- d ated I 0,AO 5 1-15 and last rm7ised on 02 �0 1,,2 W _7 .20. siped and sunled by A, Lynn Miller. P.E. 6. Quanex RW Rjja_;j complyin!-.�; with AST?d C518 Thennal con-Asuctivity 21_22 B-M-int kmed and sealed by A,� L�rnn Miller- P.E. hr_­ft---­-F, AS1121 F 1249 WVIT--liass. AS714M D 1434 Pe-mioance-fil ASIRENI E Nore: This revrm-- n consiststreplacement ofsanie -n-wiliur installation scrru with fiat head. B. TESTS 2139 I-G. Dutabiliq,-No Fog, !; STM E 546, Dew Point bevelowwat -2011F in 4-3 hr*-- 1. Test n_Wfts on: 1) Air Infiltration Test, per FRC, TAS M-94 (SHhvib*W underAWAX& 15-6-49.65). B. TESTS I 2) Uniffam Static -4dr pressure Test, Loading per FBC. TAS 02-94 7- Vision E:strusions_ Ltt Puts con �Iphpng %I PVC-AAMA 1303 -13-- Voluntary Specification 3) Watter Resistance TesL perFBC. T_kS 202-94 for Rigid Polyvinyt Chlonside (1PV, C) Exterior Proffies for Vision Extrusms. Ltd.-V"Ex- I by 4 Lal Nfissile Impact Test per FBC �TAS 201-94 A-ANM Fene-i-ntion Exterior Pro -file Certification Pwgrm (Subinhwd under A70.4 Aa 15- 5) Cyck Wad Pressure Loadiagper FBC, TAS 2103-A( 0-409. 0S) C. CALCUILATIGNS aloug with marked -up drawings and installation diagram of all PGT Industries, I= Vision Extrusiew- Ltd. Parts cmj lymg vdth FV C -AAKAL 3 0-3 -13. L INTone- Itprttsentatr-T Unds &led below and tested to qualify Dow sfi 791 and Dowsil -083 silicones. eStibmittedunderNOA.Vo. 15449Ws) (3.) prepared byFerrestration Testing, Labomory, Tirc, Test Reports No.. 9 PVC-AANLA, 303-13, Voluntary 'Icivion for Rigid Polyvinyl Cblonde (PVC) F-y-terior, D. QUALITY ASSI, -ILA-N U FTL-77897. PGT PA155220 PVC Fixed Window (itnit 6 in poposal dated OSOII03i 14 Profiles for 'Visiatt I Extrusions. Ltd,-VEX-1 bv A�ALMA FenesuMion Exienior profile L Miarut,11)aade Department: ofRegglubtar; and Econounc Resocars (:RER)� 0, M-10-21071, PGT SGD:790 Alurnininn Sliding C-Ins Door ( unit 7 in proposal) F11­20- Certification Program U) 2107.2. PGT CA740 Abx& Outswing Casenient Window (unit 8 in proposal) Fn-20- 10= Notice of Acceptance No- 18-1217. 14 issued to Energi Fenestration Solutimr. USA� Inc, for E NLITEI CERTIFICATIONS CIO 2107-3, PGT PV776270.4 Al1unlinum, ftxed Window (imit 9 in propos* and FTL-20-2107A. thei -Tan 1040 S.- light shad# (non -white) INlite Rigid ll Exterior Ewnsions for 1, Notice of"Acceptance No- 19-03015.02 issued to Kararay America, loc. fiat their > Trosidolt Ultraclear Clear PGTP`W7620AAlun=um,Fixed X-Vindow- (unn 10 improposal) dated OTI all S1911ea Windows and Doors". es:pkiag o 102 �04,21, 63 and sealed by Idalmis Ortega- P E_ 11, Notice of AoctVance No- 1"12-­02 issued to Enera, Fenesmation Solution, U lal for 1) N at ice ofAcceptance No � 17-0 -30 8.02 issuel to K w �ara y A met ical, In It. for their their se M- ­MlAte Rigid PVC Ei, rerior Extrusions for XVindows and Doar,�' ifing "Sent"-Glast, (Cleat and Ulkite Glass InterilayI expiring! on, 0,711104,13; - expiring CU C. C -A L C U, LA T1 QK S 0128C1 3- N ot ict of.Aaceptance, N1 o - 18 -1106. 10 issued t o Vision Fatrusions Limited for their, *B ri."A R I, AmcboT verification, calculations and structuml assallysis. complying with FEK, 7:111 of Acceptance Nol 2M20 I issued to Energi Femes-tration. -Solution, US.A. Ine. f" Cloalred (Painted at Latmatill NV71ate Rigid PAT'Extelior Fin -tisions 16011arlowi Edition (2020). dated "22-20, prepared by martufactuser. signed and sealed by their "Bronze & hgbt shade GT coated White Riod K-C F-Verior Extrusions for and Doors"_ expiring on 09� 24. ArabonybywINMer, P-E, Windowsaiid Doors-, erv4nmg,o�!1,���104"16�'�'.15,T "I Notice of Acceptauce No. 18-1106,11 issued to Vision Extrusions Luili:ted for Their sede��, Glazing complies uith AST ME1300-04,-09.42 and -I& -hit#) Rigid Cellular PVC Everior "VE 1000 Tau 202 and lighter shades Oul Y. STATENEENTS Extrusiol for lVindows and Doors-_ expixing on 12,29,12 1, D. QVALYnl`.4,SSt7%LNCE 0 Miami -Dade Department of Regulatory and Economic Resources OMQ. 1. Statement letter a-; confonnance to FBC 71h Idition t_1021ft dated 0+22CCL isr_wd b-AT mmufa-I signed and sealed bv.Awhoriv L- 'IN STATEINEENTS yun L Mer. P, E F. -tatew r of independent- issuorl'by niatnifal -dated .-0), dated 02VO1111 E. '%LkTERLALL C ERTMC. ATIONNS St wurt letter of no financial iiterest and I. Statentent kaff of call Ice, to FBC 7111 Edition (201 issmI lb� JUL < 1. Notice, DfAcceptmiceNo. 1"3"_011 issued ioXirrarav`.Am� elicit. Inc. fortheir 0" 8 J20, signed and sealed by A3:-Ihony Lynn Mlier. P -E manufacturer, signed and scaled by �Anthmy Ly=- Millff, Ps "Tr,all Ultraclear, Ckear. and Color Pl Glass Interlayers - expiring on 3. Phwate Labeling Agreement d(mimeat betweeri PGT_ dated 03VM45 and stoned by a& -ate Labeling Agreement dated 01,%,21 between PI 'industries. Luc. and I G1 Priv CZ 0703,14. incrolved parties. Windol and Doors lul signed try- Deana NL R.uad--, P,E-- V.P. Engineering. on behaff oll co It Notite ofAcceptance No. 17-OW.02 issued toKuraray America. Inc. fortheir both crompanies. "SmTGhsll (Clear and NNI'lite)r Glass TjjW1ATfK*. ff-pt, tig on 07,%'23. < G� OTHERS 3. Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their CL 1. This NOA reiises_N,-0A# 17-04,20.06 �'PVTwIlCGI) and updates toFBCA'020 (77*1ditiouL G� OTHERS virtual Review Assist, Inc. 'Trown Coated (Printed at, Laminmed)"'like Rigid PII I 'C Extenior Extrusions �c 0. m..p it e. tt�e d ;a, In d expiring O+l 1, This, NO,A reilsess & renews N 20-04-19.04.5 RU w/C.G.711 expiring 04/14,C6. pjanq.z Roview 4 CGI file uLmg Par I - for Windows and Dol expiriirig on 0930 4. RERIeg proposals #19-1155dated(4110!20 a ovedbylshaql-C'banda.P�E.ex--nirm 2� The cuoreni associated PI-1 14,� 4. Notice ofAcceptance No. M106.11 issued toVision Extrilsims Limited for their 04,44:12 1. 0 M 4 Uj series "A"I 1600'Tan 202 and fightershades (INSon-AAllitte) Figid Cellular PVC C Exterior 'Extrutsions for Windows and Doors-. expiring on 12/29t2 1 71: If 0/1,1 oil la, < (D Ishaq L Chanda, P1. I-Asiq t: (7banta. PE, lzhaq L Chanda, ?.E. Predart Control Unit Supervisor Product Cout"I Va S"rvisw Product COW011I SuporTivor X-0A No, 21-020 14.0-1 !1_0210M < NOA NNQ� 21-OZO-OW Expization Datw April 14,2026 Expiration, Date- April Expiration Date: ApI 210'.6 Approval D2 to; March M Appr*ralDai*- March Ulr=� :02i Approval Dattq Mirth 1-4, Nil E E .4 E4 T SHEE NO. A March 6, 2023 PA,1.4 ul) (D > C:) MIAMMM MIAMI-DADECOUNTY 0- 17" QL 0 PRODUCT CONTROL SECTION USA 14LC Cast -Crete LUSs "ll"C MW Cast-CreIN '11A DEPARTAUNTOF REGULATORY AND E(.'ONO.MlC RESOURCES (REJO 11 so5 Swli�� 'StTev, R00111 21Y8 C.. 7:3 ROARD AND CODE ADMINIS"I"RATION DIVISION Mimi, Flarida 33175-2471 (a) T(186)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D 1`1.1) M cn NOTICE OF ACCEPTANCE _(N9 -0 _0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED 1NDER PREVIOUS APPROVAL #03-0605.04 1 0 3 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12 1 5. EVIDEACE suBmirn:D UNDER PREVIOUS APPROVALL V 14-0903.0-5 i 0 6324 County Road 579 A- DRAWINGS A. DRAWINGS 2A. DRAN81NCIS Lj_ Seffner, Florida 33584 1., Drai �,Va 1`1461Z tilled "Procast ancl PrestressedLintel Derails� ", �pheez I qfl, FD4612,htled "Precast and Prestrassed Lintel Details ".,sheet I of 11'714�p� 12, �iti p ir .111,1 `nft, I' I p? preparedbyCraig]"arrino, l'i (hzted March 24, 2003 and Drawi Ape), LT4612, pirled 4— CT3 C) > 1, prepared by Craig Parrino. P.L'_ dated Alarch 24, 2003 and Drawing No. I, "Joted01-- "J,"03 ond Drmv4n­,`ii,'a L' 61-2, tiflil,�pl Crt lip 1'" SCOPE- "Cast -Crete 4 ", 6" & 12 " Lintel �aj� Load Tables ",sheets I througli 3 iQf 3, prepared by - Ul) _'i: Load Tables" cets I 11,27-ough 3 (Y 3, last rev��io'u dutez_4 -2/14, a/I LT4612, tilled' t-Crete 4 '% 6" 12 " Lintel —Safe Load Tables" sheets I = E_ (D 0 Tlus NUA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E.. daled Marc.'i 24, 2003, last revision A, dated April 28, 2003 both - 1 (3) through 3 qf 3, prepared by Craig Parrino, R E, dated March 24, -7003, last przoarezt Siknedf airla, Si ii Crai,L, Parrino, P, E ion 08,119,114. cl The documentation submitted has been reviewed and accepted by Miami -Dade County RFR- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated jklarch 11, 20011 0-ilsigfied and sealed bj) C raig Parrino P.E., on C/) Section tobetised in Npliairni Dade Countyan(l other arces where allowed bythe Authority Having Jurisdiction B. 111�STS (AFIJI), B. TESTS Atrich,22, 20 l?, -1, Test report onflemwal resting o?� 4 ". 6 12 "' PrecastConcrete LintelsF-Thled and B. TESTS This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled jillodels, total of (!.�) coi icrele lintel specimensper ASTW E-529-94� prepared Section (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratori( v, ReporlNo. 30404A, dated 04110103, signed and 1. N6ne. CAL1.1 I.NnONS' 1'rlclii`/�7 _­ for �M� ed0l' NIA)14, pqges 14'2ill 11',,rougrs 14_2316� uL_ff_W_� - r_� � , this product or material testedfor quality assurance purposes. If this product or material fails to perforin in the sealed by Christ(ii 111amon P. E. 1, raqy P� wr u, P F Cii, CALCULATIONS 1,wi; mzrf �� I 1p �UiQ A rd"-ifiCk " E­ 8 i �`n e'! I li 'se(i ll i - accepted mariner, the manufacturer will incur the expense o,f such testing and the AHJ may immediately revoke, L nijodify, or susplend the use of such product or material wit1iin theirjurluliefion. RER, reserves the right to rievoke CALI-7,1LATIONS ne, this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Casip-Crete, Lam Is, dated 05129103, 207 pages, prepmed by Craig 'MAT), ?16SU1004('14" ICE 1 4 T D. QUALITY ASSURAli` �i J'J, ilian-U-Dad'- G fkpann2cw 07"0"( 1 420,1111C fle��, wre, e�s f Ri fails to meet the requirements of the applicable building code. Parrino. R E.. signed and sealed 1J.y Craig Porrino, if� E. Ity 1-fianfi-Dade County Department of Pertniuing,� Fnvirc'mment, and Regulatioty, Af 0i _fa' 2. Calculaidors F, NJATF_.f0AL C-1-121TIFICATIONS ,for Cast-Creie Linicls, dated0.5129/03, 140 pages, prepared by: This product is approved as described hercin, and has been designed to comply with the High Velocity Hurricane Parrino. P.E. A(01R' sign! ed and sealed,�y Craig Parrino, PX. E. MATERIAL CERTIFICATIONS Zone ofthe Florida Building Code. 1. Ivone. DESCRIPTION: (Cast-Creti 4"% 61' & 12" High Strength Precast and Prestressed Concrete Liatels D. MA1 ERIAL CERTIFICATION: j1p. Trf, _1 I I � R APPROVAL DOCUMENT; Drawing No. FD46 12 tilled "Pnecast imid Prestressed Lintel Details". sheet I of 1, 1. Quality, System Manualfor Cast-,7rete A-fachine Mai Precast Lintels revised on May L F. OTHER I Lilwvp, pr"M "vit.le LWA, jp,;c_ &Nted -vigned und'seal'C_d DN' 01*,14 h .0 6" & 12" `0",,Erhtiorl, prepared by Craig Parrino, P.E., dated March 24, 2 03 and Drawing No, LT4612, titled "Cast -Crete 4" 2002. L I-ziler from Cast-Crefe Corporation dated February 03, 2012, signed and scaled arri t7o, P C I -he z Lintel Safe Load Tables", sheets I through 3 of 3-, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality,�ysunn Main: .-djar Prestressed Products dated 2002� bv Craig Parrino, P.E.. cerkfyjing compliance with the Florida Building (-.'ode, 2010 revisioti dated June 12, 2014, all signed andsealed by Craig Parritiol, RE, on January 22- 2019, all bearing the -ditain 6 E�,JDEN( J,� SUbI1,1111,11 SAIPPROVALP, 17-0821.1's E Mianii-Daide County Product Control Revision stamp with the Notice of Acceptance number and the expiration �2�. EVIDENCE SUBMITTED UNDEP, PREVIOUS APPROVAL, 0 08-03120.09 A� J.) RAN�11 I �N4 it; date by the Miami-Daide County Product Control Section- A. DRAWINGS -A EVIDENCE SUB ITTED UNDER PREVIOUS APPROVAL 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing JVo. FDi firled 'T -ecast and Prestressed Lintel Details,", Sheet I of 1, -INGS Am DRAIN i . _T�y I LABELING: Each lintel shall bear a pennanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrina P.E., 4ated March 24. 2003 and Drawing Na LT4612, tilled 1. None. —1 T-ISTS "Coist-Crele 4 ", 61' & 12 " Lintel:,'aifie Load Tables ", sheets through 3 , f County logo. I � prepared ky Nor'e_ Parrino, P.E., daired Afarch �4, 200-3, Iasi revision dated A,kirch I li, 200& 13. TESTS RENEWAL of this NOA shall be considered after a re-newal, application has been filed and there has beenno T None. C A I, C''I �1 ""i, "I't 0 IN '8 change in the applicable building code negatively affecting the performance of thi's product. B. TESTS W TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the I None, CALCULATIONS D. 021, ALITY i RANCE materials, use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. jVione. - product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS BY Aefiianli��_DU._Ii Cnmr-y Deinartinera and LcOncxmi� Resourcpl� f any section of this _X0A shall be cause fortermination and removal of NOA, 1, None. M QUALITY ASSURANCE J ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by L By jillimni-Dade County Depariment of.Regiduloq and Economic Resources (RER). I Mni`%TE1Rl11%1, D. QUALITY ASSURANCE the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Mianti-Dade County Building "ode Compliance Of ce- be done in its entirety. E MATERIAL CERTI]FICATIONS 0 111 E R INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS None. ;S�Uetihll cav- Cornplialice Leiter with. In.e- C, ode, 210.1 7 Edition. A L None, 7, j'!ijip Ic & Sr shall be available fow inspection at the job site at the request of the Building Official, TT� 4, h7c,, dated 0& Q1 -E a c This NOA revim NOA # 19-0130.141 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and X. ji E-' as well as approval document mentioned above. Iiiiii P.E., M.& -Atelmy A ��Ielmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Homy A. Makar, P.E., M.S. elirty A. Makat X Prodi Control Section Supervisor Prod-uct Control Section Super -visor PT'Ddt]Ct C011ii(VOI Stdil)a supenisor NOA No. 20-0630.15 NOA No� ZO-0630,15 NOA No� 20-06M.15 N( , i No, 20-06301.1 i MMIAMR)MAWDE Expiration Date � Opill 11,21023, Fxpiration D;r1c: 09/1112102113 E�xp�ratjoa I)ata� 09111/2023 W�/l 1/2(�Q3 Approval Dow, Approval I)ate- 08/2012020 kIpproval Uate� 08120/202(1 ApprovAI)aW W20/2020 z 0 ea ze Page I E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCE PTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 7. EVIDENCESUBMITT ED UNDER PRENPIOUS AP11 IkOVA 11" �4 18-0424.04 9. NEW E,VIDLNCE SIJBMITTED A. DRAWINGS A. DRAWINGS 1. None. 7. None, B. TESTS B. TESTS 11, None, L Ai C. CALCULATIONS C. CALCULATIONS 1. Alone. 1. Nani D. QUALITYASSURANCE D. QUALITY ASSURANCE L 13, 111 �kbapni-,Ihpde County lkpartmentip) "Ai ulatoi eind,Econoadic Resources (RET), qfPeg, ulaivi�,, aipid Econonik.� Riesiciterces (Rk:,R,),, E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Afone. None. F. OTHER F, OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, isstoed b i C 1, with the Fi�.)rida Building Code, 2017711�1' lition, isstied kyCast- "ast- Crete USA, Inc-, dated 0810&17, signed & sealed biy Craig Parrino, A E, Creteb Inc.. dated 0810811,17,signed & seoledby Craig]"arrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-0130.14 2. Compliance Leiter with the Florida Building Code, 2020 Edition, issued by Cai > -GS Crete USA, Inc., dated 0611 l/. 10, si,",ed & sealed by Craig Parrino, P. E 0 A. DRANkil Drawingli FD4612, titled "Precast lip' >0 1, prepared ky Craig Parrino, P. r-,., dated March 24, 2003 and Drawing No. LT4612, titled "Cost -Crete 4 ", 6" & 12 " Lintel -5afie Load Tables ", sheets I through 3 qf3, prepared by Craig Parrino, R E., dated March 24, 2003, last revision datedJune 12, 2014, all signed and sealed by Craig Parrino, P. E, on Januar,V 22, 2019� B. TESTS 1. None. C. CALCULATIONS (D 1. Arone. D. QUALITY ASSURANCE L ky.Wiami-Dade Counly Department ofRegulwory mid Economic Resources (RER). & MATERIAL CERTIFICATIONS N'One. t F. OTHER 1. Article ofConver-sionjbr a name change. ssist, inc� Cz yiduak all LU R View e FBC 7th Edition ce with the ahr < (,PlAclray A_ Makar, PS, MiS, 110 iny A. NAakar, F.E., ?i for comp Prod act Control Section Supervisor Product Control Stetion Supervisor CL NOA No. 20-0630.15 NOA No. 20-0630,15 Expiration Date: 0911112023 Expiration Date: 09111/2023 < Approval Date: 08/20/2020 Approval Date- 08/20/2020 _j E - �4 E-5 n SHEET NO, A March 6, 2023 PA 1.5 WAT TKR A- TTILLI`117, ILI F.E. „t,PPPPPPI'���11 "'�' . .-..-�1.1-1��u'.1-1�."..","",�'ll,�,�.11-1--l'.��\ C' / 1. - — — X iLTEC"'O”, INC," —,.----\ TILLIT TEff"NG A E-P.--.Ii"IEl'�F�-R',PiB COMPARY ------.-- - lif in, lamm- M, 1, I T: 1; "#. A I, ,��itl 44-1 �, �t C � IA.� W. 1101110-11:1 R!"'PORT 1NO4 20-07XII DATE: July 28, 2020 PRODUCT CATEG01I Shutlistra PRODUCT SUB -CATEGORY: Storm Parels PRODUCT NAll 2:0 GAG5 GAIL'IfANIZED STEEL STORRI PANEL MANUFACTUREII QLAALP-raftGdon-Productili 4600 S.W, 51 Street Davie, Florfda3�314 1. PURPOSE QF-EYALUATION: 71his is a Product Evilustion Report tissitied by Waliter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, Ii Rule Chapter No. 61,1320-3, Method 1 0 of the Flor�ida Department isf Business and Protesslonal Regulation. This prot is �celng Issued an Evaluation Report as described herein, and has boom vertfied for rompliance in accordance wild the 2020 Seventh Edition of II Florids Building Code, and to verify that the product Is for the purpose Intended at io" equivalent to that required by the CoI ""I ... EiIi pro I � .0itict Evaluation RiEpodshall be subject to FeWEEW and rovision in case d a Buf1ding Code change that may affect its firriltatiom and conditions 2P, EVIDEN I PEJUDMITTED. 2, t�:E'.RQEI!.�'.J��T-f-VALUkTI�ON DOCUMENT (PJU,� Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 210 prepared by Tifteco, InI signed and seated by Walter A. Tiflil, Jr,, P,E,; dated 07,f'28/201201. This drayEllng Is an integrifl part i�?, �Pilo Evaluation Ralliont, ��,IlPlll I PUELf . mll r. A Y, � ,:,t�,,,&.,, .-- - - I I I I - - I- * 4� "SIE - - , ,-;C.. V\CEN , V,�� , �_j,__,41L __��,.*, ., ,5�6 %,�p �. ­t��_-.�_ , Ft� � �� h I'I�.� � .:11 '' "I" , � � 4"" * � " If '', No, 441 ii �� , . 1-CIF 40, C�R I * I * . ,R _�� 0�,A — .. � ­ti*� 1­1­ . . IS -P -. " �_ , - %0. . , A 4 S �k,4-�. topm� 'P, , I tlI6J, .. �, q'PR 4� I't 91 " , I., " " A 635-S flI 36th SftvaI, Suite 305, Niiruni, Floffidit 13166 - Phone� (305) 871-1530 - P#4110164��000i l)0fIfI.,I"&l,� ERWA, "-_KVALVA1LQ2�H2'KWJLN 2 ol��kl�-TE�S.T,13LEPCPR�'I'���!! Large missile irmpacl and fatigue, 10-40' lests were perforriced tinder Protocols-, AS 201, 20-3 as per section 1626 of the Florida Building Code- Uniform static loads as per -AS 202 Fretocof, Test rep�orts prepared' by Hurricane Engineering & Testing, I II Reports #. 915-56 tO d afi 011/0 -011 9-96, 06-10 dated 0191 8fl 90-6, . - #q6-1`30 dated OW2011906, all three -signed and sealibd`�; Hector III MedrI P.E., Fortestrabori Testing Laborat�. Inc. reporls# 2032 dated 04110-i"1998 and # 2126 dated 10/0511998 Witnessed by Gilber= Diamond- P.E. and Report No 0219AI-00, dated Mari 4� _9009, sicinyd and scafed by Edmundo LartiaespIeft P.E. arid Henry IRIcittern, II Tensile test .,%-,rt klo� PC 11I 1 97 I y QG M e tailurgica I, I EI � � dated MaTc-b 1 3. 20-80- signed andslibeled by Frank R ,frate, P_E_ Z,�ATRUCTURAL ENGINEERING -QUILATI-0-1115. � On _'1O Gem Giumnized Steel Storm Panel fermaximum panel leingth VA. de-slign Wind load, as wei,laa max-FifiPA,im anchor spacintp vs� design wind load anti parial length based on rational and ooilrEparall arinflysIts, anzi In accordance with section 1616 afthe Ffori Building C_oae. Calculations prepared by THWO, lnla=� dated 11103105 =-end 03,11i _­5, signea and sealed by Walter A, TOIL, jr- RE, 1ALSWINIE'ALEACT-M-_ '. T'AMRC�E_-. Larg---mtssilei-r"t-aclund--reectior-,"F-;.-',6cjftt=.RV-toridan-u!lding�---dc,,aspf-,r TAS 201 PretecoL - 41, 10AND LOADS RFISIS'_L&� 20 Gage Galvanized Steei Storm Panei has been verified to sustain wind pressures. MoXimurn PaPet lengthstiall bees indicated On shEret9,5, 10,14, 151 ,I�d,,,,19,259�,i�J21'�'�!,��:26�ofF"�%�!ll�l�'l�L,�l�,�!l�F"I,��'4�lL��l$���loi,�D��Cl�j�,'�iiiergt,p-�!��:.17),�,draig�i,li�ui�atir.l. 1 20-1 76- Maxinnium Anchor Spacing &I be as indicated on sheets il� 9, 1 0, 1 ! , ' 14,15 17,18, 19. 2n 25 and 20 of 26. of Product Evaluation Docurnent (P.E�D_I� drawing No. 20-176, 51ANSIALLA-TIO-W. Installation shall be per1rCiErned sinudif in accordanceenth details irtdicatedon shiserts 3 thrul 7, 10 thirti 21), 22, 24 NInd 20 of 26, n. Pmidurl EvaluEtictri Glot,Imp-4ft 4 ' ' �P.E,D.), drawing NFL, 220-1176. klininfurr &eparatlofi Fo glass shalll be as M(calad on sheets 8, 14a 10 26 and26 of 26, OT Prodact Evaluation Docurnent (P. E. D L drawing No, 20-1 76. � fhe�i_ : If 3� % C-Au rI PRIMA!u STIFFNE, fel PENCICAS-1 CARKPOVE PACIRI WPX,,'k LIN M-1I PrOACPS ff PO,Rkt� I�. 1-1 _-':bflI WI A413461PS WAUE PE WNt Vllfflgiti TO MACk ltd WAIR SVFPAI�TQFCF� PI IUCI PIPI RPPI 5-al"T"IIT i�t=,I MEW PIP -CE F1:11,ri WRIPt FOR ccwFAFF,RbE & AnC-14AN" F04RA VC 14, EFFNILIREEL IN Eljl� AM HIT FE F�P r.":�ITOPRAI OR Wb 11190DUCT PeAkCIAPON VICIJ f E I I I ACCOKW,I`� III III 20214 (7PI EIIIHICIPPI) CIF T�m PLIFIRCAF rfl�,PFEIF, 13el It* TQ_jsIiiEDEQ.AN%1 .-kVtN,-�knC&X,l��:Aii�l%-:�-�0,.k',L ILFFJ DI "I _IRIDR EF"ALL ME 5MIRMINED AS I SIECCION tilki0f Tb,E ROt MEWI)ONM LITX. - �feil 1AFACON 1"CFOINS, AS MINN.LWA41"IREA W A I " SITALOUL *K IECIP A WI SPUD AS REsCin" CEW THE AINISOPMO. RienE FEEM inz�_- W4; Ers �E;� 4RC;. - #,.-,a iAQREL&&R.f Fr_NE&J LO AND f�AKELMAII FLOS MP,I AS YWPLPFJIC��R�T I nM C�N�!P� bbVCtI,,� FOR A VW17XVII F� "�08!�� USIN4 A%E I-16 A10 -AL NOT �V INC hIASIMPAI [A_� C� - I i4'. 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C ') WOKI Mee)ED PORETRATiM Of LAC SCFP04� 44TO " YKNX FRAME LANT, SKA" BE - I 12- W, !,tprArR�D STIM FOW'01I WADI WAS EI USEO W IWIFIR AA4ALPFI FAMCNERIS SPACINIG 10 wwn �M BEF,P 0��FPPAI �. flEf PEP&7rRx-­ NTO "TLICCO eiffi� BE CcCaCIFICEII AS PxR' CC -,HE RI ­­ I.PlEACCI, i-,-,V­RAPI bCCORVARPE EII rt.D.S, 2iiik, C v_., ECIPFUlt Ewdr VVICTANI Or LAQ �,IAPEPPI: PIT r ll"n,ti , PIE 1 FIF : � '111I F ', _ 11 r. IN 'P, _C II, I 1!C Cen Al I 9EGINNI PAPPEI ,Dt"L-C I ARACT AND WW &EIRWAI As BEEN weelcr, ,N Remp'A'ce RICO I,L.CENbN libiR OR E-E ROME EP41-VINEU COVE - KIN 4kfiUM=-"r 04POINEVIRN-SI CE TE51PAI10F 'CL FREPEERTS Os-ee. W'SPO A N-T-io AI C 41 'AliNIA'All, PEREW"ClUN OF woor� 914WR� �`�'�,. 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BLOCK FINfl, InA F �':' Ph). 411 1 , I I I 210 cl GALYAKIED STEEL 3uisRm PANEL , . - M21 CALK-06 In SCELIO-507 ANCI41TAS SHA-1 Ilt kPARNI 1/r I I I W l7 *� : ' I ___ "' P, n �, C01flCIRM I 1. : - __ . ­­- _­_, "' ­_ , - - F , . , *111. . . 9 I FIC10 $iW_1O 14AU EE PFRUMP) /,.- .- 20 �t,*EAI5 kr,o SiAu FIE ! , /2, 1,00; WOONIL", I I I C', r- � = tu = - '�Z­'"f�'­_' I I , - E*51`� AA* " .14MIM "14 WA�S III W �E`I � -Q'. CFAI - � ITS-171A. _67 �. �GLOGAL PR07ECTION PRODUCTS INSTALLATION. QETAHI FOR REQULAR PANELS _I- "I IMI-0-EMITI 14 - _?_0V_RE_Q__.CQ._CR CONCRE E BLOCK � _fTE OR CONCRE __5TF�QQIOE�5 �CP,t . . ,� �­!'11:11111)Ru CTQ IIII1111PPICIt AR,'Rontl L �,Fd!i 111 I-AiEbm, 3� E111 Acw-MILF: "R - 'TI __ i � . OONC?Cll Ark;�_ ,A�vm 8 t'sYnAl. irf C - -- E.V, - �--_CPF�t A.P� F_ , - ' Cn"I ING PQiI . . , ("M be -MAC `RI , '. I - - ett 5C`NLD`I"C - i � 4; CONCRETE IKQI,r�I � I - I. 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C 4 � - I- 4�_ W 11 � .. - I orwrog Pwka L? �: -, ib��!� - - L_ ,.� — '� -,, ___T_ NEQuI _:p 14. � r4�1 ;V�� � I CONtR - - I � AN ao. -, - ,.� � � C�k��,�",C � t"� " trf Ili A. rA.' — "`-� CA E`2_ ,�r­cbt AleAtOPAs � R CHI A� cowDtm A"m trW11M �J�IHRA� -- �, ­ L ! ,­ : -RAL * I' � f2 rafto , PRXR�%U; � X" I I ". � "k ( _F,I A, tv STRII ON �":! 21% RI-IIIIIIE 11!1111� It 1%. I I � wiliffir -- *, -, OR T 4- . I - I NO=Rim IV i I Aprin'PE 9 tION1111111I Iri EPA , , N ITNI A, T : &I a riEnclua. IF 5"Em a 114ROIJr. RC III G AND FLOOR INIQUI Ulu OUT womita A1l:MWE_9LM QVIr 149111i `"�Qffl 7xim-2 9MIli U-010-4 TC0, I'ttEl", � �IU4�. 311 -1 SCAS 31IIA� 1' �­Il 5,IIC�C I- - __ I � ___ � ---i __.''. ... � ... .� . I I- III - EM DWANCE i I C_ 1 4 I'lli ilt"IECI � , , ' i � IISEIE SCRIfferLE IN - --,fA.`*.,li2N.. 1 I- ,� DI R- I I R 5110I � At I In alieI 2 1 -1 , � [ I I �� ,14, ­__­..1__J � e IIJ __ t - 3 u==m I ... ... I - a * .It NOM-UtL-cm I --� ,7 .!� ,/r - "I . T �'i �' - & 610TTGAI %O%WIHIGI� c�Cn __T ; it , � A �IiE OF1,1191,114"_ I EXGT.�� POORED _ -:. CONDI-17C V. __11 - FIECIMM. E. Ill - _� rstr� AA,Rt ­ P. S'" 0 ilikwrl, of `�: Sii _ , _ , - "luxi MO %M Mau vm� 3 ,,, 0 C P�Nrr, IN AFff 'A" 10 S� 7 ^y ,,Op�.R A. r&CtI,!s,, , 0 V . ", W �xl, _U �_ ,­,­ J"F1141 .L.��____ ­­­ I 0 111P.." oc m R- �� 'A �, . - qr .. .E­ - ILFRiDA BUILDING CODE (Mfg' VeI Ir.rPrIec- .--- , � - S --- _____ - __ � *� � - i .. . 7 . M . . . - i 1.r 14YER'D - * � = I I _ __ I fOLVANIM STEEL STORM EFANV. , , t�' -;�, � I . � .� 11 A -- , ,,, III I'l. � I " - __ . ., , � , 1-1 rrri Qr .,*JE_ : , I , 111 ! ___'_` I :�, L, __ - � GRI&�� '. , I/ "15ME C 0 I III .\ � - ��- I _._!P_ibAc.,­ __ - � _'_ � — -] =8AL PROTECTION PRODUCTS, U.CJ I I — .. 51 Ili- ... ­!I1111- '" i EAX r-_ r P, - " - i _­�T r�Vbin � E`ie1N4ErNR* C�t% b - Iv - 1504� 2PP2", - - III -W=Ez,-.� �r�,rmtI - , , N I - ,-PXtI AR ­W_ i 1I I U�1� ��_ 'Ri"XIIIII 1. RE&EGer-012111 - - - :EF- — =1� - � - � . ...Iif.�� - i "I '-'6 .I I _", 1 ItAmfE.Er , . 1 -,,--I-, ,!,� ,!,�,,�P, � - E__�IEF: I:!�22 E'w _4 I — ! 'i� �_ -.I I - Sh,CX� , or 26 E&Ql�_C0_EYbLV.AJLQF_li �,M _�74M -1 Q, NTIA' ir-.'Rl,&�.-C.HA:Ro,,(,.',TE.P-,l-5TICS AND SPEG CAD01 . r Jfl NS Shal be strictly In accordance we, General Notes and Componeribit Micafted on shec It 1, 2 and 22 of 26, of Product Evaluation Document Ili D_), drawing No.20-176. ArEnhorsperifflications shall be an Indicated on sheets 1, 7 and 21 of 26, cf Product Evaluation E)a,ccEment fRE,D.), drardirt Ndl� 20-1 79, 0MIN 7.4. .`hall be sirictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of -96, as well as General Notes # 1 thru 4 and I 1 tow 16, inclueded On slicet 21 of 26 of Product Evaluation 0ocument 1P.E.D.), drawing No. 20-176 preporad tsy, TOLCI Inc. and slgrFed and sealed by Wither A� Tillit, Jr,, P,E� - - f�. .1toduct may be installed within HIGH VELOCITY HURRICANE ZONES as defin,A on ,-,action 1620.2 of the Flonda Sudding Code- 7.3 :�roduc! shall only Lie installed into poured concrete, concrete block. and wicubc frannes-dructurps. Pr,cxdJ_;rt Evaluation Report prepared by Walter A, Tillh, Jr., P.E. (Florida Licanse No -4167), President Or Tilietoot Its-. (Florida uA-000E3719), I 1. \'I- - � .... .. I ; 14, 4 ,;iI - .., 'ft�� ��`\�,,I ,� 'Eiliis,-_.��� , 11r - S I" " ... � It . � ' � - - �_­­­�__�Il ... I �; � ,�t,), 44167 �,, In, ,­ -,,,�� - . - : �F�­­. �*5 ___ ­_ SIR!- --"'* : __ ,��. � . a - F ' , '.-O' STATE 0,� . QZ n �, I : f Z7_ �_' � tl��,,`I NORM, ,- 11 IIr" � � �, -- fCO - "I r #L,A`S/oN­A,`_ IIA�, ""4111-- S IAA_11�1__ �)�FTI� 'ECOA'L)�6!ONRCCC�R�C�8�IP,�E,REpor,Tlo�ril�4��ir.,A�,PIF�,����l,�IKTI(.�NFIR:lr�101,,IrF7,LL�!�:�::�!��i��,P,�jir. :tF,4FbA-II1ZW 191-ett, 5TICIREhIPP4111I DEPEIV342-ITIVIREKIRT EZ)­CrAPFPTI �/0.11.�,�'ll1l.11�,,�.—�.�'ll"�'ll,�,�,,�,�ll,�----,",.�l.,-,..'�-,�-�� � - . _11­�A_ \ � - s' TILI FCC INC-, X �,,,�,jl,",�Ill".-,-....","�'ll,�Ill1l.111,---"'',�'ll""I�ll,ll,�1-11-1-111,111,111,1111,�,�'ll'-�-,��,�''..,.��I 7ILL11 1'$,'!L�B�'I'liNG & EN(ANERAING tVAIIE"Aliffy" - - __ - ___ ._____­_____ ­­­­ MMLTER A. TVI n-, Ml I'lum- LeDin -_�,.!, --i. 'A,," PR-0—DUCTI EVALV YKIN-REPQR117 '. A, I IVft,tE1*rEF`I `�._ REPORT It 20-0727,02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUS-CATEGLORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL IRANUFACTURIER; Rlo,b Projor t ., �0_11�lerci ,AfpuLprqPdv" _LfJC � 14600 &Ivy- 51 ,%treat Davie, Flonde = 1 4 1_P_UR1P:I OF LVAII 11A.TION: This is a Product Evaluation Repind; issued by Wafter A. Tillit, JiI P.E. (Systern 10 # I P06) to the Global Protection Products, ILLIC, Rule Chapter No, 61 G2�O -3, Me fired I D of the Florida Department of Bus I nesis and Professiontal Regulation This produc - lisibeling issued an Evaluation Re,�,Rcrt as described herein, and has ` beo,n verife I for cornpliance in accordance with the 2020 Seventh Edition ofthe Florida Buildlog Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Gode, This Pfoduct Stioluatiart Report shalil Lie subject to review and revision in case of a Buildinq C=nde cha ne that may affect ft limitations and conditions ZENIPENCE $Vftli Z1. OIDUCT U TtONQQ-GllM9NLrP,E.D1- = Drawing Me. 20-175, Mled"24 GAGE GALVANIZ6 STEEL STORM PAM]i SANFETIS ... I thru IS 101i'l 8 prepared �F`LV rliteCOE Inc. � signed and seated by'vValter A, Trilit, Jr,, P�E,� dated 07127/202ii I'lifisi drswing Is an integi 194,9 iiw Ilt '11S Evalualion Report, I III, � _V 'I, C�..%P:-�/-,, ,ftfijC�-..� E ,�- �,,� " ,;-V_ \r, a - , V, �� - . -A E) C , . �p sT � - " - - V "' - A& ,I � I - � - - _;:', % '_1 ,_�� V - db� __ "r- _;Z-­----1'i`rl--�*­1 6-7 , Z - xi�j, -1 __ I I . = _jlbrz�4 * :*= . 2 - �� - STXl E OF �' f - - , j% ,�4 1 'E'-,..`C1'--%.1 , t"Clifte, ..-',`�7 , - r, , �, -, , , I ��� r- 5, ' - ��� w 615514-uy 164i StIFEI Sri ite .F95- TPIfiEfunI Florida 33166 - Phone: (305) 871- _41-bW Q - , � -1531 � I - . - ... 11 ­­­ . ­­­­ ­.._,__­­.__ - . 1. - -- ­.. � ­1 ­­_ - �. -1--1 ------ "I'll'', ­__ -1 - ... ­­­­­'­­­ ­­­�­­­­­ ' - - ____­­ I . I I (SU'LE 1/2 t-) I - . . 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R, - j�: �I?�� !-. _!"I �1!11 � - �_, Z `1',1'�b,WtI1lV,PVI1P 'TAII . - s2WI%_2-___ 77— V'AW � ,W III, � �C 11 I �,�_ P�a:�. .�Pt � _;El��K:E ::4: �11L.i ." , � ft IV: I , I , 'I ,,, �!`,�,-,,,;�6, - � I � I � ; I � -1- ____ � ­ ­11 — ... ­­­ I - - - - ­­ I - _�_,, `AI _,__ -, : I-- ­­ 11 . - _ I M&WI.Tcr EIALLAn,xs�l!,q� � JI). jqI,1j!2!,q,. ZZ_T0LRCFQRT$,, Large missile lmpsI oad te.f-'tS L�­� a r)tPrEa�rII vrider 88TO 12-9cs ,standard as , I m I per section 1609.1,' - of the FI Building C,!I Linif-olral stati-, loads as per Section 1709.8,3, K--r AST 10 I TE4:x,Jr+)pQrtFpr . , rapared ll,v Arnericin Testing Lab ofSouilli riorlda, RIII # 01i 14.01-01 dated ()I 1,102:MtnessPd by William R, Mehiner, P.E., SoPiz fVlt�rQ;'r P1,F , and HeIfiry Haltif,m, P,E. and Report No. 0219.01-09, dated Febio2ry 2�5z 2009, signed and -�ealee by Edrnundo Largaespada, P.E. arid Henry Hattern, PrE Large missile impact Arid oycilc londings perFirotocols T�4$ 2010 i 203 as par se.,Iction 1 &Dti. 1.2 of the Flitwida Building Code. Test Repod pirr.,pai,ed ��y Amercar) TesilrV Lab of South FioI Report No. 1123.011-10. datedINI'vw9inber 23, 2010. signed ards'ealled by JUIC, E. Gonzalez, P.E Tensile test report No- 0C;10-1�18 by OC'kleflailurgical, Jnc.. d3ted March 1�. 200J� signed and sealed I Frank, GI R E, PS per AgTfvl E-8 and Tensile Test as per QC Metallurgical RepI ,'NO, ir�KM-l3i,L4,(iate,!L)ec�.tmhc,,rl,201i'l,,i,ar3t,d and sealed by �Jl�,iti,y,��l�(�if,�fp��i,��j�, IC1,1E tIs par 9ASITILI'll E-8. 2,�3,.$T-RVC-lRjRAL.UN��IN5,,�E.jR IN _:ALG 10 kt :Q �_ ", ATM$; On 24 Gaqe Galivartized Striel StII Panal kir maxinium panel lengthve. deFstign , PAPIE-Ed, load, as vuelI as in''Wirriorn ,,��li'l;l:!��'K')�','ItIAI'.���lil.lI IM PJC:'�qtl� tAtird ll(.i�p"Ij r­', 1�_'I�T'Pipq I I _ L ] ieng1h based on ra�i,-Tnai ' '4"�J c0rrti"_1f'Otl"'P analySlST and inaklEc"'Il - - �,Ah sectionI604ofthe Florida E,;1-1II,'IrgCQ�l � Ca-dat; , 6 iL�Uf !0r)s prepar,� : i ,) � �_ f;.j I Inc, datoc1I211S/10vtndQ0Q2-.,Vl i,�lc��,tNemi,i��r,�on)�sig,nedaf=iclq�-ai,- , , 'Walter A. TIllft, Jr., P.E, -3. Mil RLEIMPAP(II-STANCE: Large hiiLmile InI urider sectirli" I CN�)'4L! 2 ci U,w�,� Flor-da Building Code, as per 88 I'D 12-99 Standai,d a rEd TAS �'Y� I. &WINI) L-OA�,E�:$'--,E,,S'j:$r'rANf,,";F' . I, 24, I Galvan�z I �:i: iP::I C, I `,,'� � th � � Ij Rafrol hos tI verllvid Oi stisiain ,foind l "I I pressures. Maximi I ,:-,�,,-,i�is�-�a�it-vasinEiic_atedon�-,tiet-�ts'i-<---i(l, ill ' ,-, . 12 and 17of 18of.I - : ` r:-_A�_41ument IRII drawing No. 20-176. � I � I filaximurn AncJ-For 6I ' 1 1 1 III' : � 1 L'-'�PIEIEI LiT I sl',E�,ots FI I LA 'I ii 1 1, 1'_1 ti 1 6 ancil IS of I B, of Pr,-- 1 ,:, 1 , � ;:I 1 :,I��l,illF,l�,�!��'��,),d�'awirigiNo,,20-1"rS. 24 Gage Galvanize, - - 1"'Id fur t:,,CxJe complianCe to � ,� �zP,:"TC) I -9 - I work as a non-porow- ­,, �� � , ,2 9 Standard. ,Y-� - " " . , - i, _",� �, . .I- , -?�� .- -P� - I I , S?- , ,�A 1�� It � � - � - '. - - - . � � �:, - I � I L - � n I � - - � * . - - . _ - - - - � 11 47 - I , � Qr ,-�, - , ­ .-Z.-, � , ,��,,,,_", ; I) �` I �, "N%Z� -S, , I K ,11 11 %,�' �' I I - - A'�� . I' .1 ! I , � `U FIR- , ,IA)- _,�`Ci" fRM�:i,J_Fy11kLV_1Jx1t1N RFx_qxr_N0_:uI17 ,� A & IWALLAI Inr,tailDirer, shall be peiformed strictly in accordance with det,iifs indicited on �--heObi 3 "I)RI P�. '12 thru 18 of 18, Of P-duc'Ev,sluatirn DocumerfI (II drawing No, 20-175, t0inimun, seperatron to, glasA shall bo as inl,iiiu,ated oro Sheets 3, 6, 13 I 4, 'I 5, lb and 18 E:Pf 1 8, of Prcidu,_'-I� Evalwition Clocurtforit (P. E-1). ), drawing III 20-175, - 6. MAJERIAL CHARAVIERISMOCS �6t4.C)---,$PE-�,C,�IF.[C,�AT[O—Nc,� 'Ahall t .M -e stril-ifv irl, acx-ordance with Gc eral Notes and Com-Ponerits indicatei on sheati ,and 2 oPf 18, of Producl Evaluation Document `-P,E,D.), drawlng No, �, - L 2(i ; *� Anchor npectfications shall be as indicated on sheet I of 1 8, of Produc- EvaluraticiN Dccmrnent (P E.D.), drawI No� 20-175� T, ktMJTA_T_10_N;S�AND_QQ__N_DlTl - 0 - NS OF UU: 7. 1, Shall i sirli* in,cbrn.pllaint�rf � ,r ,,, !4:119ALIAII'all iNotes, !,Ijic� I, I�, lorio 1,q, IrLdictolleci fin shoel I oll,180(productEv I�'! : I :,i��iierlt(Fl.�---.C.'k��,cir�i,jv�ngN4;.2(�-175 prepared by Tllle�,,F, fric- arNJ �t­ � _- �� - ,.;e(J by Walher.A­ _51ill, J, I, E. 72 Pmdu,i�l skELED not be notEEIII within HIGH VELOCIT'P`H� MIRIGAIIPIE �2�101,,IEP­ as cefirred I, n sec -'ion 'I 620 2 of tine Ficbrida 8 OR I rq Cod & 7.3, Pfocl shint only be instailled inki poured ccincreta, eoncraze biock, arte mx?d trair rNE struct Aides Prc,duis Evaluation Report nreparW byrulalterrX '11i Jr.. 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Fro, , I � ocr -1 1, III, I t ,h4,,1AuU%E OES ONL� VAL�o LIO" 1111IN - :� " F I I ( [RI Zf L ,I I . OI Aron z - I ol - 0 � -71 __. . __ V, - __ ... ___ ­. - L:_�_11 ­11 - [SEF W1,0N Ul A A17FRI EZ!* 0�v SPEOT 10,� 111 8, -*L2 EZIW/18 _TX_P1r,,AL,..ELEYA,T_Q.N. �.EO�R--,5S-R.IE-S-.=Q,..,.E-,ZJiAEI,�'?.,-5TORM JE qFLLj11�_y:q,TELq M SI A/3�'=I` . L! .6 7,1vtA %Ue.w 1/1, Arm: nh� ��'_-A - _,�I.Tnv= __� - , t", I Mil:!" ,\ / \ mi� __ ___ --- — ,�_211 - - �� ,z � I/ ...,���..,.�--:4..��N �����.,.:���.�,..��e-:�..z—.,�����7�,� = .E�T_= !,!��', , I/ 1, I NNPK_ T_ - KUM A- "A"I"U0. iAku" I - � Q ��' .1 � ,� I',, �k u. �1, R SEALF 1/31_'�l � _:-.1-. `,, , 1. - , , , , - G CODE (WIn High Volecit, Hom-.006 Zan . � , .. T1011II ISUILIXON, , 0) I i , lmrhi ThEITAT VA, I'll , ' I S - a. 44167 ', I iTh IlLIGE CALVAIREZEM SfEEI. STORW IAAAU� ull, ,� z � , __ A ­ = , . III 1 ,z:--- � =_ - .- I ..... I - . I W �, * - - _� on"ner,, � 0 71. ­ -----'4,1 CIECON,, � GLOBAL PROTECTnN KMUCTS, LICA� O-, oi� -,!-, S-if fiz��� ._� I I IIT�:7-19,11­11N , ,I MRS E :iI r, TTA:r7 "­­­ I o IONlI ,G) : , RE J, GIV iEE3�QF"lV1UP` bcAhL ,I - I :" -1 a, 1� �5;�� �i ,) 11 A KVI - NI � -1 Ba - -1 � c,.4 - 04,ne. - ff - - I �= _liN — - -'-I--- -1,. rxA= F_vPM,-cF__ 20_1�5 1-1, e, F ....... � ,Vt1F'1_1f4`M­a1 - & hJI N���l I, � t!!�_; — - ­_ � 9 "'All" 211 ,,, � .._ � .1: Ir�e, I-MV 11 Thuh, ` P111 -.1 � L___.__._,. _...._--__ ..­ ­­ ..-...--. ­-­11 ­ � ­ ___hL_._ Lu�_J_ U-T J::� t - =�� Tf a ENGINEER�INLG I MR I ENOININNNERINCI EXPRES817 PRODUCT EVALUATIOP4 REPORT Sinor"nor"MI Application Nunther, TZM9.1 - R2 EA Project Nurnivoc 20-31543 Prooth Marexhicitim, All Arrioncan Strugoal and QQ Manufacturer Address 1540 Donne Flood WI Pon Beirch. FL n409 Parawo Norricia 0"NoNpuan 24qaGatwa,,IzedSte,el$k)rmPa�ieL,, Large KINI Impact Resistain Scope Of EV810360n: This Product Evaluation Proper] I'S being K-sued in Accordance with gre, tegulinerithente of ths F rorlda DeparrarlI Or OvIfiliall" Eftd laorressional Regurnibrin (Florida Suilching Cornelassroft) Ride Chapter 61INN20-3 00, F-A-C., lursadevedo acceptance per Method 1(d) Theproductleartedabovethasbeen thashidaridlor evolitterted as stirrenstrizetil herein to show complian4s with the F"a Building Code Strioetith Edition (2020) and 1%. for [he purpose khranded, of Ism aquivarent to thart required 0 the Cothat Rit-warrattron of this prodriel III be required bolkivieng poremord romkia Building Code frodIfications Or revisions. ,Substantiating Data: . fatQQIATjQyMr,WAjf=, EX&Awkg#2"1643tiUL-d'24oaG&tvanLz,DdSlealSwmPanolsp+VHZ&Nor,HVH7)',shlwtst.S. prepared by Mill —fill Express. signed & Sealed by Frank Bennardo, P.E. is an ontagra part or thm Evalmatio" fthhphon� . 'MST genaT_s Ulafforre %IWO struo'hurad NMETIoEMATIVER hare Basin brallarl ar actordartiah III TIPS 202 lost sairitrada Im" last ropork,$) OBTASCI N Slacktaveal Testing, Inc Large witsr4kir implact resistance and Cyclic loading peviourrance has been bested in scoordarrae witn'tolts 20 attra Thihia 203 less stanvairsair par test harrioNtIa) JIST ASG-774011 the Soinevrodart ToMMED, Urc, . MUC'TURAL EN21NEEfONG �ALNOLJLATtONS; Structural RoEviorrooreat takelah,ea, have Wers ppoparroal which Evaluate the IamdLot baaax� on hoehinparative andoor rak,"l am" W quaka, the Narrowing design ordeds. i FAmInwIn Allowithh, Spam 2 �,�'iin�ilipi�t�iiTKAI�qwzbief'7giar:ME 3 IhAnIffhout Glass Separation 4 Ancloor Soarroing �.­___ 16FT71- N�.17__ --- I ! - _­_.' "Enof Sum I 06, _5e-KR'Fi1L3` SEA Ch_- FIL-4110`7 T�42­ ", -__- " 1 1954) 354-0650 , (866! 396-OU9; T�$,MPE"(�INEtRINV,f.x�ress.c--A EN6���l�ekl,Nt'RYI�11111",,,,;��,r�iq WE N 1_--;] F'Q E_EE Fi IN 1:3 l'SlI A-11 Arn,mean Shutter, and Glass - Z4*a Gal, aiii zed Steel Slom PaI NO 33% hirrunsahas to ahveretic streas )in OVIARE owed hit the design Id lhis produrA Separation tivin 91MAI noll ce4uirad for installAtionS oldside Of wind zone 4 and essential bwass Impact Reslstancv Large Impact Resistatrual has been hatucarnatralrut a tiverenerid In prennously aided test TWVT orthl m sa-counthad II ET fli he. mullithahasin drialRo of II 0% phodridl Wildifill Loahl Resistance This product has awn designed to TomaltvARCh rcods as indhAvled Pu the span StINBOAMajiti on Life respective Pratiae. Evabralion Document (Ve augineoung dfawft,- Installation This produrel strall be bratalled 0 strict Compliance with As respedwe product Evaluation Document it a --igre"tharg drahhvihj)�L EI II vill, Vomprelpleft nroard 9ame,hE product curnponervis- Shelf be of the material sp"ad In rhar Tu oduI respeLfte Powtict Evaluation Ducurriont ji,ra engineethril; dr,A*V)r Limitations & Conditifons of Use: Me of HATS prodact Shelf be NeRMILI! VELOoTtionce with the Rmpro,,tiur,firodua Evialuatur DoGurneho Il e arNpareering :Pawind) as rGIONA herein All supporting host strudiwe; short to designed in newal an superachorashad Paredr; arrho shrill be of a national W,.�-dinthmpfodtscl't;os��i�cCT"e�nt,rtit,,rzo,ht�,ILT�e,, SchiFtf,lir�,�r!tpffc.,c,midiflo��:v�"101�lirch,"�,�lptac,-'L,iu��ilioi��fcmT InTaft prodwe Muspeowe anithator schediiw h;hNB Go, dairgaird for Go a sithe-neuilit; Gareo; Bil, a ragistIEW prodarmonall Engineer Ni compoxentah Match himal prounamenty noirvarld shlin he jorairiclied hivirrhahl pahviriale'do �,;hErhisofferaRTMI he I enher stace, darnage at at "Irres This product rigs been designed for use vvilhin Ran waide the 1110 Valocia, Hrhrrl�,arre Zone (HVHZl R,mPectfully, - 4 - c'�� r �I,h I , , � � - I- - ,�_=%T!I � 4;�<:� _ *, :4r " 1, ; �7 � ;,� ,�� _ ­Lrl� -'re, ­ 1. c�,,� __ — Frank Rennardo. 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'kJ �,�EC7JIIC _`_'--""` , _ — � c.. 9 - , � "'i, 5 , � - 1� - , I - �R�__ - u�lw.­ 1. �cncch-­20- TF J ,,, __ ­� a- ", ,Q 1, � Hr" � - �_ = E )ENShIf OF Occ OF . m � If �� �_ _� --- -;-W;;�—r-;;�T! g:uHNI'T ,h �, VA0. ,reit'ar—'o" _. ,� -F,;;j T ";Z;lz ___1 ,,,, zLhOr*T 0 J!"', - _1 ­­_ --- ­ ­ 11 11 L_ ----.---- L--.-, .-I E WI �4 - �__ _­­!; I I -1 �, F III :��_;__," r 04=�:; _iVAW IN ,a, � --,r.----.-. ---- — ­­ .--- r1`__ _1____­__ LI 1, ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STED, STORM PANELS (HVH,Z & NON-HVHZ), I�O _ _ - -, 41DTH - INV K"TED FOP-41I Kurth -1 _IPIN-RIP. In PANEL SPIN) I 7'PE ,XS RZQ'IE 5ECTILT-N i . I r-TICNAIL 4�20 171-11-S I -- 50I WITH WASH CIII I � , 11 0INEIGNAL rr, P:AsrefED 4 R I 11 CWE-91AArS. E0 IS DARAN (USE: & I - . i I / � . 1APPROPaW. F 5 PAN f § !, � � � I I . I � v i E ALAN Vli�,` - I-E � ------- T �4 F ,� � 'J , . �j . :1 E �� r : I i I I I ?l . . � I I j I I 11-110 E_%. 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FASTENED 0 1 'SPANS AENUVE a SEI.Ou ,-.'1E6R%[ha­T hoi, .11oryl ARIP 0 TqrANAH Iijoh. Appa=TTE splaft T ABLE) VERTICAL MOUNT ELEVATION 4"`_2`MNi (NOTCHED PANELSL_ \� �j N.TZ; EUVATION m.-F-65%,�N1 1 I- - �: _____ _� - 1 �.', :�,_. - _U, - � Z�,agrt, � - I V ,-- MAXIMUM ALLOINIVABLE - 14, �_ - _. � I , .4.-4--- Ff.' ki _� - DESIGN PRESSIJRES� ,,, - i IIIAW — IAI , �,� � -� -1 I %:v , ,;,- rIcI ,"V ­­iND-E3lGNj F;�,_tZ�-,7 QES_TGN NIQTES� [__!3E=1F11L15 -i- .. _j I Silt I I RaNIFTNIL, 6�WiNEBi�kGNppzs*urr.CALOt�-4-,EC) PIER 4'V' . ,M � M, USE NI THIS 5TSTEM SKALL BE DETERMINED SEPARATE ENIGINEEPINs IN ACCURDI WITH TIML . . � 8 it t 3 i� I I - 17' IE REN" ` �, I NMINSCEN �CHAMEA '51" I A 11 i I - I i44aOrMHrqL`ftIC`AoAEL()[9GCObr S44LIBELF95nivil il 11 a; L, - I C PNOG-11I ORNIEGATIVE DEINIGN I A - u> .� I FQU-tLTGTHE U rE TAII VALUES LISTED HEWE. FNIA Afty thZEIeRy AS 5NOWN . � � C f . I . ;T1. 1. GENERAL NOTES; I , ,III, A� , I. - 3V i TH15 SPKIRCArEGIN PA5 RIBEIN BE SWITED.,M) BHA AT FW A 00 D tAiI 1, I - - �ffi�, Ax.airoant4wirni rn. mthtrhI On b I, To I fv.,A I ek !�ff MURAITH Euir-01) CA USE F"Tur, , 001'sior I 9 PAD DF THE H-Z pol M;1VVU1; P "I M Ann ROTOn-jLS. CON-RAI AITALL V[Vecohlf 32, NIOUGHM&N-10ALLIcA AL bUlIDMIG 000CAMPNIDMENcT WHICTI MAY M %NI DE116 lltRLaRMNO�Z-.TA,l?rM��!9-7f4��,AI REQUITE __ - -j,tH A Noi,L ,WSef, _ � Re t*�rn , Mateo -1 �hh II ,In � NIO�3�kfl-�%INC��RAMil�ALti�-V,.ALE'�',Y,k�,bmAS&��jb�EDixlrHk nNI Of TRUS MaI � I� THIN 4K.E � 1:711I nut CeRMOPI) PDATP.h PRI WFERSTRUCT2 M:,UCH71,MDES1641S�ISEDSr.Al,�SE041SP011�5]ZLE Lr) - CiRTBE WrK-RTrPoFhLLSLPPhhP,TILO rhjMhEA,-toT0TI DESIGN WBH:H in AN LH41418E COOWIRA11.0 BYTH�PEPP-.I-MNGI�C,[4�IK4r.TUR; , SAO MATZ srrLWA­ Fr Nur�N k�rh5rP%A,;,fO16"tT��VXDLr, J! _ C4;t� 5 C NFER 01%, _ t rI an hatoe ,=e A 'O W 4 UNERITC00hTACT TMS ENTOMNEER POA ZI Ek;-A,T'F f RAN[ �X�uft.h FIGNS AS . - IN gr'"RrVS - En .., 9 22 7A� Puche _AA L_ __ _M uMEu IS aelI _ �UIFIIIPOV , _ h0ag D�� NOT ARO�410E Ed 2 Y, 6L0t,AI,KTSQN FDA A SMI STrE. 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T­J­,-_-­-- 9 � I .J` F­ I'" , -v "Il$r����,;,�,�,�,9,���'l,'�,�:l��l: ,­ - MINIMUM ALLOWABLE SPAN CCHEDUI E - - � , , ­­ - , ,---- , -_ - - - I — li�h �_ �_ - .1' -� -7 - -,: - � ��_, �" I TOP MOUNT . - - - . Z_ "I - . - . � 1 ,, ii z I - j , i 5 4T -4 ,. f- M 11 � I ?I � N I i 10 � i , , " i! i � 'L B TI V F O � , T i� � 9 " I 1 � i " -_ J - a L, A t, _1 V, i I i 3 Id - :, - � -aL �, , � -L . ,,,� A x . ALLOWABLE PANEL SPAN & GLASS : 9 i .--P � 1 � : jll� �, - - , a E �, 9 n I i ;�,x�,Q 'I- - O' IT Z�r � , - . - � I ' - '- Le 4:, �6, . ��= IV ,,� SEPARATION SCHEDULE' - 1: .-TIVE, � 1�! 4v' Z-5� _g?'_ � -,-- �1_ -V-. - .1 c I .2 ... I �- I— L . 1-40I RAAj;1; , I . L ,�� I � E � �1- '��L. - 11 '- c�e -!�-'_ -�LL - ,-� � 7" . 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I=- 1�!IED -EP-1N, ELLFT C-44LY ­CN ith�, 11�:IJEIIAI� PcLUNAA­� ANU­zF1 151ACIMU `1AA1!TiJV ALILT�JMAFLt ORAN�� II -NO TP E5Z' I Rf.� INOI,AT LV I� �FL,,�,,I,,7_1[IDII.[[7�.�LL6F�l�, 4 " � F��l�,l���,1'�l�l�q.A�,,���HULAi��ET��EL�--rl;ll:,�,,,x-- �45YE,�E"�'Al�'4�.;-li��EC�,�F,,"?C,L"�fF�ll--Li��F ItC��RIIL 14N­-T,1F �­ - - ­Z�4 L�UCE',%T�-��AN':��-M�L-1�lfi----.�'dl�-�E�TL-11 �-��,[,C�-�iV,--T�;�,.'�IE_E�-SP��.,--l��AT�P,T--�,11-',4� FQcj,j T�5MJ_TEr.7F;'AEj5ELFI_T LC,AIjLF" h3I E P,�SEE, 7T ` _ `TNA7rTor:pOI "-��t,��-,[��4'�N4�l�Afllll�:110��i!F,FI MOUNI-11,C ­11'1_�Irfl' 111a lHI 0I �� F21L h1h1TIhIEI:­TCAr1_"N ��', (IIIVN�TITLIN -,V,71) u'1;1L T`617i"IITITAS kcII 2`1711 IN =1ni1jP1:_1tOr1 A.-TI, At, IWEUN-IP6 �-I'rku!'Cq,S : --A(, -.2 , �� ,,�,F __ �57;­C FAIEt Fl,­EFP­V��INGT�fijf ,(.�9��51­,P - �E� - - I - - - 11' �1,111 11, HE��c��,,,�"Ilup�,��Z,,I�L[�"-�I F -IIIPIITNT41� Ii !T`h+T1T6�flAII RF IJT"�- ".] El rT,,hTT7DIT5Aj,,TR ,A,Efi�P,141�,t�i.��,-I",�Ill�:�ll:�� ,���,,��-:�ll'Il,,'I[Iil��l�::,11,1:.�l���::� 54 �-,,,W-��'iDLI���."k��:�,IST�'�'-I.�.�R.- 5jt4,j.L�_0fj-1oR ­�__,_TJI,47��GL_Ej,' 4 :.It`,_Ll-h4�11=MNP.'T_­_', I - -6%­rrLr�'­U��;'­.Smto� - - - -, ", � ". , - , �,r�,TT,'7� 1 1 F Ts` �tf' OR: IRL TNTCNAET_�XIATF fi M "T"INT ­�� "IFTIP'l-P-54 Thljh� F-L".10E'T' rc'T1rfr1hr� 'r, TTA!I_� I1LI­11yVv u�l T! Al�l - ,11VT � CIO '- 5BL I I[,-,-- Ps IRITC�� , 7-� ,- " AIII- SP4� ]'CS2 � `&jTFu ,.R_ j­,J�­� 'ILE f,.P,��l,[r4�-.,,��,'-.Iffri.A�S�_', -1 �C4 ', �A -1 , Lr' Lh� L: P�f_ ­1ER �t'1711�N,T� -11 I ,-1141�1 lil,"­S7M! �_ F_­� -�"T_;'.��71� Ar��_EII-_PILE�C�Rcno, �� �r,II , ,- . - GG! h,IC T� �� TWIT, �""�L El ,�E&j "LON uhF � ­.­ _)R C,PFAW-P LIII -i ),� 5�CTTTO,r - - , 'R: _�T­hk� I 1-�Wl PhIll IlITS I HF,L CR HC�, 14- ,, , � '_F'V�hj'I "' "JA,'L _-F [X,lc�­ � VlfLr�­, hl� ­L,uIV4, Sn,11�-UF �i Brh_�L.�i�.; ��SjlrpiG t.1 �e.,.­T­ -:�­� � .- -­­ � � ,],�"" hL - ­ . ,-�:'-�j�',��--,Il���e-�Al-�-'Tll, ,F-_ " I - - 11 F,I D, � V, �� ILTI'W -1c W"L� LnIF �JT�F� ,L:.�Ifl h-AD IRUm IiI �E,AI,I5TuF,'iALK e,L­� Lh �r � _ , . , , !"'T�ahcjj'I TM�FTT�E_Nr AH.11 1_&4�� I� �71)�TL�F n�Lj I TH-, E7IA:iL`r `)� nTll� T nh1[T,iF[rqPE _!", � �, I -, - . - � , i I M �3� N ;al� LT14C-Il� �X�lIT,Vfi��_� `.�!�Oi A�LT hol L:�,,T PLIF U QVIT�; - T -T �Z4 - r I -:F,E _11�1� -U­,r � 1.l .:`J,=�� :tr �'��-�IAI E � - ­1� 77cm - ,- �Il' 0- 7HE cN�F' �'�]­r L;L­D I--- � 7,� T1,11S r�­,E- ­ - T:T, v �­ , � ,�L L - , : , , 1 14 ,� 2 � I � . - I z 6 I I I I , I i�,w ,I� � �' m � -,� 6­ i: r� .. " , �� , Luak'ReP,", — . k 11 �d ail yiew 0P e , lice a the i 0. fmlq % LBO' %)ebr I . 9 r II - lll a � " r" ,� k U., "S, �- i a in 8 r- , � T '� f I =) I ;"' � . = , �, a � C U1 - R I i I I � I Li -, j- i 4i �2 U-1 I Ic 11. I:( I _J, < I C. _11-0 Q) a) = U) -0 _CZ > (j) C- -I..' C-) _0 L_ (L) L_ 0_ a 0 (:L) Q_ 0 L_ = co -0 r, . "En ­' 0 (1) — C/) (a) -L-- a) -0 0 -0 '= _a = 2 0_ — = a) ii: L_ = 0 U_ — M 0 = M ,+- 0 M > . Ln -0 E 2 (D " a) -0- 0- .D = a) M I +2 2 0- �-- -0 . = C/) < - ar 17 L'� , - I V� I L. , 4) On % . (D W . .I 1 0 W r —1-I M :D CIO Ed*jfjoa > 0 f""""""""" L_ APP Aft 0_ V 6) CL < ^ % _11-I W 4 0 =3 k..) 0 L_ I ICU � , 0- Am 1111111111, I I 7 L. I . co � � 4 LU = � I �E I 11 < = �� 77 . I I, I = < _j r) I I SHEET NO. S H 1 , 5 CA IRM.1 moll :910:41 ILI 1041V aig" CEMENT PLASTER — 12 MIL DRYLOK CMU - MASONRY 8LCYCK EXTREME WINDOW FASTENER 7� /__1) SEALANT AT 4) SEALANT JOINT i ki WINDOW BUCK TO OUTSIDE EDGE OF MASONRY VANDOW WJCK ---------- \� 2) SEALANT JOINT I 5)SEALAN I INSIDE EDGE OF WINDOW FIRA -ME WINDUWBUCK ACROSS WINDOW BUCK AND EXTEND TO —VIANDOWFRAME MAUONRY ATTACHED PER CODE 6) TOOLED SEALANT REOUIREIdENITS BEAD BRIDGIING CLADDING AND WINDOW FRAMAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AnOUND, INCLUDING SILL NMI NO m1i 21101101=4 JAMB,:SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTAILATH TWiN TRACK 25 314'CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME AIPPROVED FLAM-flNCITAFIE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER IE BARRIER & AMLY SECURE WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR --EXTERIOR SELF -ADHERED FLASI-It' SHEATHING BY LAPPING DOWN .. . .. . .. .. . OVER RIM �JOil,,T AND Lj� WALL BY 6 IN - WEATHER RESISITIVE BARRIER SFAI TOPS OFJOISTS- UP40ER DECK44G' (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1- CuL fold up & temporarily secure weather resiisfive banier above header to allow for flashing installation 2� Self -adhered flashing plus head flashing under weather resistive barrier 3- Fold weather resistive barrier back �over head flashing and seal with tape SELF -ADHERED FLASHING Scale. NITS FLANGED WINDOW 1WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LET7ER ON CHEMICAL COMPATMUTY SELF -ADHERED FLA$HING DO NOT FLASH OVER FLANGE BOTTOM NAILING WATER RESISTIVE BARRIERS ARE REQ01RED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions in each detail that corresponds to the Refer to the number marked as numbered Items in the list of instructions tlielow: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substRuted for building paper 4. Split the release paper using the hpcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minirnize scoring Cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x I&" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANIl1E. 1/2" DUROCK— 8"CMU 4" OR 8"CMU (PER SEAT DEPTH) - FILL WITH GROUT -A SELF-ADHEREDFLASHING 40 :4 BARRIER eVEATHER(RESISTIVIE SELF -ADHERED FLASHING WA 14 :4 1*] 9 191010114 611119 V01 X61 M-0 4 Nyt 191Z 10 EXTERIOR SHEATHING 14"- 1" BEAD OF GCNSTR ADHESIVE TO BE A,:'PLIED LINDER THRESHOLD OF D(.OR AND RETURN UPJAM86'. USEUQUID NAIL BRAND OR EOUAL WEATH'FR PROOF CAULKING SECTION -A (SEE DET ML SELF -ADHERED FLA-3,11ING SEAL TOPS OF �j -MST$ cb UNDER DECKIW (SEE DETAIL WRR) SELF -ADHERED FLASHING EXTERIOR DOOR WF! H DECK SELF-ADHER 10 LIJ in > M < 21N Z Z cr LU a_ 1 LU L) W ILI Cr < LU LIJ 3: 0 zt 4— A REQUIREMENT" WINDOW UNIT /--DOOR ROUGH OPENING FLAb N N U SLOPE 0.3 in , 12.0 in R703.1 General Eyterloi' wallsshwfl orovidle the building with a �,,.,eather-resistarit exterior wall errvelope, The exteriorwall envelop�" shall (0.6 cm _- 30.5 cm) include flashing as described in Secticri R703-4, N4' 1' BEAD OF CONSTR_ ADHESIVE TO BE APPL JNDFR SELF -ADHERED FLASHING I,IRESHOLD Ft Ar4D Q RETURN UP JAMS 6'. USE LIQU0 R703.1.1 Water resistar ce -he exterior wall enveiope s---all be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAI WEATHER EXTERIOR 'L'2 - - PRC)OF CAUL KING C EMT. FIN., within the wall asseml`bll-y by providing a %Tvaler-reslzstant bairrier behind the exterior cladding as required by Section R703.24 and a rneans of SELF-AJDHER�D FLASHING: BUILDING PAPER draining tothe axter�orvl/ater it"iat penetrates the exteriGr cladding, _-5; WIRE LATH R703.2 Water-tesistIve oarrier. One of N��'), 15 asprialt ft'�It firee� froIn holes al')d breaks, cornplying �/vlth ASTM D225 for 1'ype 1 felt at, other SUBFILOOR balrief zshall be a.ppiied over studs o sheathing of ad exter'or wal's No- 15 asphalt felt shall be applied horizontally approved wate! with the upper iayer over the lovve.r la,y,er not �ess than 2 inches. Where joints occur, felt shall: be lapped not lessil"ian 6 Inches, Other -darice vv,�tfi the water-resist've barr�er manufacturer's installation The No-15 asphalt approved materials shall be installed iri accor L felt or other approve-d v.,later-resistive bamer material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIST appendages in a rnanrierto meet the reir.p.Ji-ernients of the exterior enveiope as drescribed iri! See_-Lk)r'i R703 'I -resis'iv(,-,� bar eis Water -resistive Oari'iers sha'� be installed as required in Section R703 2 anrJ, %vhere applied over),vood-based R703.7_3 Water It sheathing, sheli include vapor-penLreable bar,'rier with a perforrr'�ance at least equivalent to two layers of: Grade D papier- The individual layers shalif be installed �ndeplendently such that each layer provides a separate continuous plane and any flashing (installed -I In ne 1703.4), intended to drain to the water­res�stive barrier is directed! bet%,A,i,ee!n the, accordainue *t1b � cfion R WP02i SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception. V),'here the o/ater-resisti've barrier that is applied over wood -based sheathing has a water resistance equal to oi� greatier ttian that of 60-1'rl�nute Gla0e D paper and is separated from the stucco bv an i!"Itervening, -d dra$nage space substantially non-,�vatel-�absorbing layer or designev MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELP-ADHERED NEEDEDINCORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING jAMB & HEAD R703.4 Flashinq. Approved metal flashir.g, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING FLASHING� SEE —SELF-ADHERED FLASHING shingle -fashion or in accordance with the nnanufacd-urer"s instructions,, Metal flashing shall be corrosion resistant, FlUid-applied membranes FVANGEDIA"IRDOW (SEEDETAILWF�01) used as flashing shaH be applied in accord-ance with the marrufacturer's instructions. All flashing shall be applied in a inanner to prevent the 7 SCORED entry of water into the wall Cavity or penetration of vvater lo the building structural franning components. RELEASE PAPER Self -adhered rnernbraneS Used as fias:hing shalll cornj,�[YAIth AAt,4A 711,, All eXtebor fenestration products shall be sealed at the jur"iCtUrre will"t (BEFORE FOLDING, S�CORE SELF -ADHERED FLAS"tNo the building we'! with a sealant complyinri with AAMA 80D or ASTIVI C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE WEND A MINIMUM 6' ADHESWE AS SHOWN) contraction, ASTNIC1281, AAMA 812, or other approved standard as appropriate fortne type of sealant. Fluid -applied mernbraneS used as VERTICALLY rR00A SOTT01101 OF flashing in exteiior vjails shalI cm llply %10�h AAl,1v1lA 714 The flashing Shall extend t�o the surface, af the extebor N,111,�a!H finisli i Approved flashings THRESHOU), follow ng locations shall be installed at 1 1 -Exterior �-�,:ndow and door openings, FlashIrig ail exterl-o;* window and door openings shall extend to the surface of t: IS exterior wall a ached flexible flashings finish oi to �he �1`111,ate- -resist ve bar6er complying with Section 7012 for subsequent drainage. Med.anica.; tt /7 ,pen., -,I accordance Aifth one or rr ore of the 2 shall coririp� AANIA"71Z Flashing at extehor window and doorro. ngs sl'4� be installed iI I following, 5� 11 The fenestration rrianuqlacturer's installlatii,')n and flaslhOg Instructions:, Or for al,N)lications not addressed in the fenestration n-ianL.ifa.C1W1er's Instructions. in accordance Nevith the flashing manufacturer's Instructions. Where flashing ii"Istructions or details are nct provii-de'd. pan flashing Shall be instatled at the silil of exterior window and door openings, Pan flashing shali be 5ealed or S�o rface of the exter,ior vve�ll finish orto the water iresistiv�e barrier for subsequent Ci ped, in such a manner as to directwater to the suii drainiage. Openings Using pan flashing shall 'Incorporate flashing or protection at the head and sides- R7 1.2 1.2. In accordance,,,vith the flashing design or meWod of a registered desigr professional, SELF -ADHERED FLASHING 1�3 1-3. In acuordan ce i.vith otnei approved rriethods, WP05 INSIDE CORNER WPO6 1.4 In accordari ',%ilth MAi'&ANIA "-,Q, FfvlAi AAF,,14' 200, FlV1NV'VDMA 25IC-1, FNIXIAAMA/ WDNIA 300 or Fi,,1A1AAN-"1AiWDN1A 400. 2 2.A,t It",-, inter_se(;t'�on Of chfmneys or cid')errin.asoriry construction. �tvith frarne Or stucco walls, with projecting lips on both sides undei stucco copings. 3- 3.Under and at the ends �'_')r rretak:opin( s: and silills. Growid 'I 4A.Confinuously above all or iecting woodtli .0 trim. 5-5.Where extenor porches, deck,i of- stairs attach to a wall o�r floor assemNy of wood -frame constructk:)1n. 6_6.Atwa.Il randroof infersoctions. 7�7.Atbullt-irl uttesrs. g Water Resistant Barrier FLASHING Lath TCH Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL "A A FLASHING AND WATERPROOFING METHODS TO BE USED. HERED FLASHING (4 >�/ I,, r- NA --TWP08 PLASTER STOP — CONTINUOUS BACKER — ROD &SEALANT A) -4 Foundation WaU'4 4, 4 4- A "A STR I P OF SAF -RAINAGE PLANE V%IPB BOND BREAK WRB ST LATH VVRAP DIP WRB ONTO VERTICAL SURFACE TO TOP OF U-1 ANI3�1,: As A11,4119 ARRIEh 3-17 INCH FLANGE THIS GAP IS A RESULT Of NATURAL SHRINKAGE. DO NOT SEAL. —DRfP SCREED PI.ASTC ACCESSORY T�VHLITW AAWWRa4c 1 SELF ADHERED FLASHING J8,AF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER LF FURRING (GF]l LATH - PLASTER ACCESSORY SHEATHJNG,'OSR!_ PLYWOOD, DENRGLASS �10 EP STOP A NUOUS, BACKER I -ANT NAT ITIOUS FINISH STRUCTURAL FRAIJING STRUCTURAL BHUTHING -'(IP OF SAF STI DRAINAGE PLANE WRB BOND BREAK WRIB SF LATH Cement Piast(,� in aocordrin��'lE'!� with ASTN 9,26 over wood, 2nIJ 'floor 71/�­Gerlerlt p0ster ln accordance mth -�TrVIIC926 Af backed, i in accordance lathe withAS I M C 106 3 Building Pcopeir Metal F r Wee�> Screed Installed As ;:Ie�� fact. �iuec Manu�j S' t4ol�o�n of leep screed 1 2 )_1,bovet Acc,I 7/8" C'ernent Plaster rdan-e with in acco ASI­MC926 Felt backed metal lathe In accordan.-e, With ASTNIC1063 Building Paper 7/16" 0 "^S�B_ sheat" s trimcl starnDede Or similar cauk bottorn Joint only "A'I� L� P screed installea As Per Manufact Specs. 1/2" Cerrientitious DecoratM, Finish All inqide and OUtside corner Will need to lb�'-,, Initer cut and caulked all butt joints nee 1.0 becaulked using Stampede. or sim. caulk for all V �Sstvgii' In r, rtuak Re)[1131114 I� to -and I 11 et the bra Tie r e d WEEP SCREED DETAII, SOFFIPCANTILE ER WP1 1 Ev wplu SCAL E � N 0 1 0 SC'AL E MIN 40 Nil TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT �y.1 n►L�L��3�Z�T� � �Z•y:7��� ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"= 1 I-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN II_ 1 I_OII M z co HEAD WALL 9 55-i_�1111M. STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS — STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN------__ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS MKOXi.Y1L-Z STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN v' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > j WALL FLASHING O O -�-� FIBER CEMENT SIDING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED ' FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q, O" PER ELEVATIONS WITHIN THE WALL. ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE cu -0 a - WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO U) WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. Cl3 cu SHINGLE WATER N -0 U SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO,15 ASPHALT FELT, FREE FROM O 0 0 O O RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 0 �. OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O LL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE cu O ` - co STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E. O O 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED t/� O L Q cn CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE co cl cu FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING A ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN co 00 PER PLAN TURN UP WALL MIN 8" ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE "t BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN ``' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP12 L BUILDING STRUCTURAL FRAMING COMPONENTS. 3 If= 1 I-0If W P 13 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711, ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE _ TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR wwo�FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION Z' CLOSURE INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STANDING SEAM METAL `r o0 REGISTERED DESIGN PROFESSIONAL. t Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY i ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. TURN UP WALL MIN F. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN__,, LAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 14 3If=1 I-0„ WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. 0 a� c- 0 s� m,— CL � o t• Inc. O U =3 Assis Virtual Revie w raved and app ®n O completed plans Review • compliance with the 2020 FBC 7t Klahr PX2300 L for by ©ebra Anne w z z J L' SHEET N0, WP 2.0 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN---.____ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-----_,,,, WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR--�... TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" 3"=1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED— Pi9: 4Aaa01 W4:4 HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL -- PT 1X BLOCKING COUNTER FLASHING 00 PAN FLASHING 6" MIN----_-' ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS---` 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS 4YMENT :;LE OVER 3E IEATHING N 3E FASCIA HERED WRB TO OVER WRB ON LOW 1M BRAKE METAL WRAP kCKER ROD SLANT 'J' MOULDING 'F BRAKE METAL ON FRAME - 7/8" >AND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE O a -- SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > U WALL SHEATHING PER PLAN O O �"' WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i O SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CLT BARRIER OVER FLASHING 4PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO .O7 U -1, � U) :+= STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. (13 (q SHINGLE WATER RESISTIVE N U BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM q c: � '� N HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O C)- a O 3g: BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALLcu ,O Li - WATER -RESISTIVE FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Cu O `� COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .D '0 E N O FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED u) +� Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE CW 4— Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 U) Q FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO ' BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE /� /P 16 _ ROOF TO WALL - BARREL TILE TO SIDING W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE V V BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1 1-0" SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR 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 DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO Al WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. 5 I. ARE GENERIC AND MEANT TO SHOW LS W P 1 8 THESE FLASHINGI AND WATERPROOFING METHODS TO BEUSED. GENERAL 1'3�'21TO \[RVirtual Review Assist,l► Plans Review completed and with the 2020 FBA l°r C°mp� pebra Anne 1(lahr PX2300 U) 0 L- Q U 0 O LL n a) M� W SHEET N0, WP'2.1