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HomeMy WebLinkAbout6521 Back Forty Lp1 M I W- _ _ _ n ------------- ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM -ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I �A = STAIR CALL OUT HEIGHT OF STEP DOWN AO = FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE CALLOUT ARROW SHOWS ( = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 Oq = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 F ELEV NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 �---ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER 4 Al E---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARsm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST AND 2ND FLOOR PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS JUL 2 1 2023 Virtual Review Assist. Inc. plans Review completed and approved for camplianeDebra neeKlafir0 FBC 7th PX2300 Edition by NOTICE TO BUILDER & ALL SUBCONTRACTOF;M IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THrnf ITL BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEIlW7 HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. M N 0 N rn La w 0 00 z w x 0 0 w 0 z Q 0 > W L 10 0 M N U v N C M 4__ V) j}�' V M Z 0 M 8 } `o ¢ •N t U6_ V LU O-A o F� a m 0 Lj w0E- QC� H LLI LU Q z°Zw W M� x ¢z (D w �- LLa_�03!w OO-0L0Q U vz,oz2�0N x0oatW00mzz Uj LLJ LU �a�ED YLU �¢OWaOzOz'Zo°°Z¢w0_woLL 2ciQ0a �¢x o oQQ° LL < LL i O O Z N O� (1) 5 ti 0 M O Q M � IL U_ lr-l** F- 0� M Z00V� Z W Wo J v ) �q-s (O mi Iq O LO O 1 CV Lo 1 Cr OC) VJ o� 0 L N N N N N N r` 4 4 N N 0 0 0 0 00 0 of 0 0 O O 0 0 0 �- � O O 0 O O O O N N N N Cv N N CO CO 0 00 M O O V N M � '� � GA O O ' 6 0 0 0 0 0 O 0 0 0 0 0 0 0 }' o aw A/ Z I..V L)z g O O a F.00 Z wco 0 Q N 00 M N CS (� LAST PLOT DATE May. 9, 23 z - 0 � J COVER SHEET z z w J Mh 0 OU _ L i 0 w Ln A S3 2 � U H � FL r ELEV. �JF(-) 0'- 3 1/2" 30'-0" 42" X 42" L A/C PAD S3 3'-0" 2'-4" 3'-9 3/4" 1, 3'-8" 2'-3 1/4" 11 1'-8"L.5'-4" L. 4'-0" L. T-11" 17'X 3' Q El, ❑, Q i -Q ❑ ❑ Q Q 0 _ CV N Q 2 O — N.HB B GG 13 M B ❑ S3 D S3 Q U M ti> z Q bo g GG O fV S3 co JO N Z > ❑ co �n g I T w w z 0 ih o� ❑ _ co o Y iv N I 13 `T z U ci Y N � .- (V 0o N I I ❑ NN r, 9'-4 5/8" 41-6' 1 14'-11 3/8" V-2" Q I i D — — —_ — — — — — — "' -1 1/ " -- -- -- ---- - ---- C.J. ❑ DRAI0 Q I B 10 S3 4 M D ❑c ------ 13 5 0 ❑ (V - '7 � c0 J II ® - o _1 O 2'-3 1 00. l r W.C.1 10 z NN NI II QNN ---- --- 11 13 5'-3" 2'-0', 8'-5" 9'-4 3/8" 2' 10" Q ❑ '-15/8" V — — — — — — — — — — — oC.J. - - -- ----- ---�— --I r ---- --,— 1 I I ----- I I I I ----I — D I I I I O I I ZVI I I I I ❑ 4 S3 j 7 o GG i a i 10 13 l O Ln I S3 i i 4'-3 7/8" 1'-7" D F 11 -------------��------------ L - ❑L---- ----� - ---------- II co N Q LH -1 14 I ❑ NN II 10'-2 7/8" V-51' r--------� 0? CONTROL JOINT F- CONTROL JOINT -5 M ELEV. O I (-) 0'- 4" 13 0 I �- -a\o ~ I ONN D U CC II S3 N II II C.J. i Q ------------- —NN C- io I I 1 B AI ❑� - J E z ❑ co - O Q ❑ ❑ Q Q M f- J 'O Q 3'-5" V-7" T-O" 0 HB S3 I v E Q A 12" SQ CMU iv O 3 COLUMN 1 C.J. fV Q ❑ Q QQ ❑❑ ❑ L S3 1'-51, 16'-0" 1'-5" V-6" " 10" V-0" 10 20'-6" 9'-6" 30'-0" FOUNDATION PLAN- ELEVATION A 1 /4" = 1'-01 1 ELEV. 0'- 3 1/2" UU- a� ELEV. AT 0'-0" (VERIFY DESIGN FLOOD ELEVATION OF LOT) (TYP) c • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN • ALTERNATIVE TERMITE PROTECTION TO O SOIL POISONING (TYP) 1 0 v v 0 v ✓ N zo o C /CV PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) .'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS i O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 30 1-1/2" DP X 13" WIDE RECESS 40 ICE MAKER LINE 50 SINK - KITCHEN 60 REF 70 WASHER W/H O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 30" x 16" DP #5s 6 O.C. EA. WAY JUL 2 1 2023 Virtual Rev"leted'and app'v"ed Plans Review comp for compliance with the by Debra AnnKlahDEdition r Px2300 M N O N I T.� rn Lo ` Lo co a �1 CIO ai 's;p Q z U.. ' _ oil 1 ' t .: w Y� w I ❑ z Q >N E 'o o ch ro NO co u a M E t O O E o p LL o Q s u IN Q� Lu QN c o E� &M m W W c,w vS w0►- w~a ��� w -zm Z le (D Q a 0 Qm� J�O�w0U.UO5 <OR ow ozmoc�_ ounwo9oZoRoomzozH Jo � U) o z w w- w w Qi!s tM=wzaSu�Q LL oQ o 0 aQZga �aLL O O Z04 W O� 5 O c Q M L0 CL 2U)�ti z I—WQ_M coZ < < U z 3�, Lu W J� O J N N N r N 4 � 4 � O O O O O O O ao of r- co 00 �- O N O N O N N N O O N O N CD N CD N CD N O N O N 6 ob 9� O 9 M CN O Lo OO it O O O r- O .- T-, O c0 O o 1 0 N� j o 0 N 0 (M 0 V. 0 Lo. 0 CO 0 ►l_. c- I I I I ' cr co Z Z L:)—Z O� W��' ww%n 0 Vo�o F- O;>d- Zw �a H Q ZW H� r� �m0Z ('Z�w (V M w �MZIX M _ Z Z w Ln Lu N 0ga2w O D Q Z z z 0 Z U OUg o 1< z Aw Z J cl) " ui O LAST PLOT DATE 8 >O May. 9, 23 Z 40 FOUNDATION J PLAN A i B S6 S6 A 30'-0" 8'-9 3/4" 13'-3 1/4" 7'-11" SH25 D HD AT 7'-4" S3 —CID 1/2" LO EGRESS 5068 SGD 28600 Mo FIB BRG WALL OWNER'S SUITE 13'-0" X 15'-11" LIVING ROOM 8'-8" CLG BRIG 15'-2" X 16'-3" WALL 8'-8" CLG 0 GG S3 M 7 5/8" " T-4 3/4" 5'-6" 4'-6" 14'-20' 7 5/8Lo N 1'-2" NOTE: PROVIDE 1/2" PLYWOOD 2' 0-1 DRAFT STOP IN FLOOR XS WA�L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE TILE (PER FBC R302.12) DRAIN U— — — _ _ _ _ _ KITCHEN NAWT3 NEE`_4--------- SHWR HD N 9'-%" X 14'-2" TOP"' & VALVE 1/2' REF 8'-8" CL 6 A7i5 wQ u u BRIG WALL za u Y� CAFE OWNER'S — ° ° 8'-6" X 14'-2" 2868 BATH RANGE W/ ; ;i iv , „ HOOD o o u �w 8-8 CLG N� GG nno:. a=� 00 2H S3 ° O ih TB u TILE ---- = o TPCIO CPT. 04 ctDo LIN. 1 A7 2 N N �W - PLUMB < 1 A3 STACK WALL ,. „ 7 5/8 3'-4 3/4" 3'-7" 1'-11" 5'-8" 2'-10" 2'-2" 4'-10" 0" 3�_6" 7 5/8 W.I.C. r� DRYER TILITY 00 � • o VENT Co0 fO ° 4 A7 N N PANTRY HANSEN D io PWDR BOX W/S AT GG (`r° (n 'n BATH 6" WLR 60" AFF co S3 J co IL N RG ~V2868S & WALL 7 — � — N 20 MIN FIRE c0 LINE OF W/H 4" INSULATED RATED DR `� FLOOR P WALL W/ WEATHER ABV N r — — — STRIP 22"x36" 3) 2X4 _ _ U.0 W/ � PROTECTIVE I ATTIC HTT4 AT - BOLLARD LACCESS J BT))M & 4" INSULATED PS20 BRIG. WALL AT TOP 9 TWO CAR GARAGE 42" H. 7 _ I SLOPED 19'-3" X 20'-0" cc Low-- S3 WALL 5 PT. 4 -- I-- i 1 ILE FOYER I -- -- 1 23(l\ I I I LINE OF GARAGE IN L19 Up 1 I aPSN-P��N----------------1 _*% r A TIE BM J V AT 1U-0' \ SH 1/23 co HD AT 7'- " m _I 3 1/2" TEMP. GLA S F- o 65,-4„ 3'_8" ENTRY io 16070Ail r� v KI /'n�� 2'-3" 16'-0" 2'-3" 8'-6" 20'-6" 9'-6" 30'-0" 1 FIRST FLOOR PLAN- ELEVATION A 1/411= 11-091 0 CID 3 A3 NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS mDo W F- Q TIE BM AT 10'-0" 260 m00 w F- Q AT 18'-0" 0 ao a— OQ B S6 NOTE: PROVIDE R-11 F.G. NSULATION IN WALLS ADJACENT 0 ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY "'W". u a N L: NOTE: ' 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE 2 2X6'S UNLESS NOTED OTHERWISE 30'-0" 20'-6 1 /4" SH25 HD AT T-3" EGRESS 9'-5 3/4" 2668 I� F 9 zt M � 60 BEDROOM 3 R & S BEDROOM 2 MC1) 11'-11" X 10'-11" N '� w 8'-0" CLG A2 16" FPSH 8'-0" CLG N c=nQ� o w 3068 BF co 2668 cn 2668 io CD �', Cc,�cmn 2668 - _` • o , , o , (2) 2068 BF ® •— — — — — — — o r, N R & S N cn¢U oW 22"x36" 2668 TB ATTIC w ACCESS r BATH #2 NI TB $7 v co BEDROOM 4 8'-0" CLG I tq M ][A — s� C RETURN ut E DOOR _ AHU / \ P ats Qo M N O M 0i�_ 04 oo U) Q N N 1'-4" T-9" 5'-7" 3'-9" 2'-8" 4" 4" FRAME WALL R & S— LOFT ——� 12'-0" X 16'-0" 8'-0" CLG BEDROOM 5 11'-11" X 11'-11" 8'-0" CLG �s o — — — — — -----T 42 oW DN ----I WALL �--_� R&S ❑A SH25 16 ---- IHP AT 7'-3" I v 1 GRESS 14 ---- FRAME 13 WALL M S6 42 H. 1 TYP----- SLOPED 1 LOW WALL 10----- ROOF 9 BELOW 8 _ o OPEN TO 7 --- - BELOW 6 4" FRAME 3 ----- WALL 1 2 1 1 36" HIGH 8 CONT. FRAME I WALL RAILING i � SECOND 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. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL o = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB p = FILLED CELL W/(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 1 14 AT 10" 1 1 1 10'-0 3/4" SQUARE FOOTAGE: LINIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. FT. 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUL 21 2023 VW. Virtual Review Assist. Inc. roved Plans Review completed and approved for compliance it tU eK aba PX2300 Edition by Debrane 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 M N O N ICY) Ln - Seg u7 O O•" 00 ,n LjL f , tip= �;� �* U. \0�1 37 W Q w 0 z Q SIN O LO n E L SO, S o W ��— N (n %}� u d co I. c M W O o 0IIIIIIIIIIIIIIIIII0 �8 o Q ` Lu 0`ri c 7C) 0 W W W < S w0w u wl—Q X Wgz� X zO¢¢¢(D -J0LLUO0_jOXzCQVXaZLL020— 0 Oo In OOmZ�00IO wz v 0- anww�¢0I0<><L1WLLaraOz Z ouza OQ a 0 0QLL < LL I-- O O Z N OLU > O CCMO P- LC) LL U) ti z W < U? F- W cM W C O Z U F- WZ� W O O Mj 0 0 0 N � � 0 0 0 0 0 0 0 ao ai (0 00 N O O 0 0 CDN o 0 0 0 N N N 0 N N N ob L6 ob N o O A v-- 1 o N M O o o o 0 o N�; o o M 0 N M et' 0 v7 0 0 CO ti U I I Cr �/•� 00 vJ Z z O O 4_0 oLUW LLIo � U F- o Q 0 a W Z r Q �moZ �Z W 0 < Z 0 M _ Z Z LL Lr) W N 0a<w Q Z D z z =QO Z U Ovg o 1.00 a Q z Z J M W LAST PLOT GATE O > May. 9, 23 Z O 1 ST & 2ND FLOOR _I PLAN A STAIR SECTION 1 /211 = 1'-0„ SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL 10" (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) STRAP EACH STUD �A 36 STRAP EACH SIDE CENT �R�D W/ (13) 10d NAIL AND (8) 1/4" X 2-1/4" T:TENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. P W 0 z w W U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN JUL 2 1 2023 Virtual Reviewetedlst,and approved Plans Review compIth for compliance with t eeKlahOr P12300 �d�t�on by Debra Ann M 0 • N W _ r^ Ln Ln CD co ® , ram-. • ,- Ln i 4�+ Z WW W 1❑1 z L 0 c W CO m d N M + co Ln V �_ d co CO W E L C O 0 28 O LL- 8 o Q s U�0 }< •^N, Y W CiN co E00 W L a W ❑w vi w0H wH~ ��� uj x YzW Z of (�j W Q Q V Q: J�0 WoLL000LL JO DOX ZLiycyZ200F_ �. Z) 0 0 00 Z Ocn��OZOa00802 <n�a.LU- �v��W¢p �¢a0Z azujz�WU00a. U) ¢mow �H~ 2w25 ¢ YZ ¢ ❑ =O ❑ C)LL Q �_ LL 0 Z CN O� ti 0 0 F M z <U)MLO 0- (D 2U)LL_ti z < W < u� H M_ 0 Q Q Z U F— Z Lu W o J 0 A CO Iq N N N N N N I` N 4 e- 4 r- 000 000 0 06M, C0 r- 00 T-- CD N O N O N r- N N C)NN N N O N O N O N N N N N o0 L6 06 M r- O LO Oo � O CD CA C) O O , C) Co CD NU cn boo 0000 "t LO N u') C0 I h M vJ Z _Zp W _ O4--0 W wv) wU U_o—o �0 CL V J Z W~ a �MOZ tr �ZgW N Lu zxM �Zz W N Og2Z < UTZZ . Z �QO Z U U 0 a.O co z ¢ z z J N WV) O O LAST PLOT DATE May. 9, 23 z O i DETAILS 30'-0" CTCl� C STRONGBACK 0 STRONGBACK BRG 14'-9 5/8" WALL fBRG Ox LL U_ .0 Fv 11 1/1111A 11 V lt M 0? (V � ---------- ---- --- ----��A ---------'— N CV I I I I I I -- ----, II I I i i M I II I I LL - - - II I i BRG I i WALL ( I EN Lo q o 60 4- 5 n I -------- r-- ___5-______ --- _____ _ — I I I i BRG WALL II B Ij 4 I I LL II N CONV. FRAMED @ STAIR LANDING 00 I I I I I L I a a 71 0 N FTF4G II BRG WALL i — — _. I I I ~---- ii— i I II BRG I I WALL I I I I II I II I II iI II I — 9'-9 5/8" Q c � i v o N B9 B8 ATTIC ACCESS I B7 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B6 B5 B4 B3 B2 2-PLY 2X_ DETAIL LEDGER SEE 11, SHEET A5 M1 co �iL�� BGE 20'-6" 8'-Ott 9'-6" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1 /411 = 1'-011 30'-0" ¢ M ttfl M Q CJ1A CJ3A CJ5A CJ1A CJ3A N CJ5A U-1063# EJ7A 163# A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 0 9 d- BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ¢ M ATTIC ACCESSI A1A AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 co A5 U=1088# U-1008# 00 CJ5A CJ3A CJ1A EJ7A m C A7G J C3 0 N r v P ¢ ¢ Q U U U 6'-0" 12'-0" ( 1V-2 1/2" 7 7/8' ,j U 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A 1 /411 = 1'-0" SHINGLE ROOF 12 51b 12 HEEL= V-0 1/8" Z�A PLUMB CUT — _ 2X4 1 12" TRUSS HELD BACK 3/4" PLYWOOD /_ 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"I A.F.F. 1 HANGER CHART 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/ MTS16S. 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. :- NOTE: _ ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. _ NOTE: N DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS o 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 J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT// 12 n�/ A lo- 21 iew Assist.l virtual Rev plans Review completed and tot ComplianceR adpnnne Klahrr Pf by Ue Labeled End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 6C' Span Spreader Bar 60 degrees or less I 112 I I 2/3 to 1/2 I Tag line r span approx. Tag 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. 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-81 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = PSF BCDL = 1() PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON 9.2 PSF DESIGN CRITERIA FLOC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY ►������������� �ipy-oi01 LOAD# DESCRIPTION INIT. DATE R/01 created from 7A2 2386E A.S. 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM B2 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/18/2021 ••D DATE1 - J CARPENTER CONTRACTORS -.- OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PH❑NE (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 2017 1 LAN# SCALE N333531R 1 4 "=11 tM N rn n •.1 • , 00 LO W •, 0 W 0 z a V) 4) N LO E 6. �S o _W \ ' Cl) F d N M — N } V -OC E .O M u LL 8 v a .Ns ^` w�� �* QN : C 0 C-i W L m _ a n/ W LL w-�O °LLi vi W°~ F-Q Q' J Q-' ~ W Z d' Z °oomEz Q Q LL O Z¢~ °tn°W�oZo�c¢, U'0 0 r� Z �UO�W0Wa°zYZzp WLL o��L) °Q o 0 o�agQ¢ O O Z CN O� 0 z 0 c0 O Q M U) LL IRT G U) I ti Z < Uj < LO �W_IZM 00Z U FF_ Wz W J0 O mi N N N O O O ti N 4 r 4 O N O N O O O O o 00 6 co 00 O O O O O N O N CD N N O N O N O N O N CO O O o0 O A r- N O M O0 � 11 0 0 1 0 1 0 L N� ; 0 0 0 M O O CDo LO � N � v7 CO � Cr Z Z -ZO O }' LUJ WWCO U 5; Oo Uo—� �WW -0z LLI Q �m0Z Z J ('**4 00 <Z0 M aZZW LO w N Og2Z 0 < ULOZZ Z �Qp � z U � OU 0 m � Q z LU Z W J WC44 0 � o Q LAST PLOT DATE May. 9, 23 z O 2ND FLOOR ROOF J FRAMING PLAN A 13111111 Iv i ROOF FINISH PER ELEVATION 12 —15 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 61 SOFFIT DETAIL 'Aia _ 1 l-ni, ROOF FINISH PER ELEVATION 12 ROOF SHEATHING 5 MANUFACTURED ROOF TRUSS I; MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 71 pia _ -n N 2" 2" 8 FALSE FOAM LOUVER DETAIL TYP A A - ].COLUMN DETAIL PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H 10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. 15 ROOF SHEATHING (S)A23 --MTL DRIP EDGE 2X4 SUB -FASCIA • 2'-0" ALUMINUM WRAP (�(S) A23 ALUMINUM SOFFIT __PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" 10 SOFFIT DETAIL 3/4If = 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED CV a 0 8" � 1'-0" 1'-0" 1'-0" 1'-0" 11 11 LEDGER DETAIL 11A11 _ 1 1-ni, 8 A5 7/8" STUCCO OVER FRAME- 4" SCORED STUCCO BAND 4" STUCCO CASING BEAD BAND WITH WEEP 6" STUCCO HOLES OVER BAND FLASHING — WEEP SCREED .�. C9 C W (V = - - - z_ 4" STUCCO BAND 5/8" STUCCO OVER MASONRY MINININI MINININ101 imlmlmlmlmlmlml FRONT ELEVATION A 1 /491 = 1'-01 1 `—GRADE LINE 3 REAR ELEVATION A 1 /8 - 1 -0 12 N ELEV AT 8'-8" T.O.M. '— ---MID WALL WEEP SCREED —5/8" STUCCO OVER MASONRY ELEV AT 0'-0" 1ST FLOOR FF 6„ 16'-8" 18'-8" 16'-8" �-7/8" STUCCO �Z ~ OVER FRAME CONTROL JOINT - �,{ - CONTROL JOINT - 1' -0" 5/8" STUCCO OVER MID WALL MASONRY1 WEEP SCREED 46- _� -- — - — - — - — - — - — - -- — - — - — - GRADE LINE 4 RIGHT ELEVATION A 1 /8 = 11-011 A/C UNIT AND PAD 5 LEFT ELEVATION A 1/81f= 11-019 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 2'-0" A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE SHINGLE ROOF _ ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP HOLES C? OVER FLASHING 7 ~ A5 ELEV AT 1 T-0" 2ND FLOOR FF - ELEV AT 8'-8" T.O.M. �I ❑❑ FE: 11 I F � 9 A5 I ELEV AT 0'-0" 1 ST FLOOR FF og ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. V-0" ELEV AT 0'-0" 1ST FLOOR FF 7'-4" 6'-11" 0 ' o SLOPE 5:12 I I I SLOPE I 5:12 I I I I I I I I I I I 17'-0" RIDGE I I I I VENT SLOPE SLOPE 5. 12 5:12—� I I I � I I I I I I (V I I I I I I I I Cq DOPE SLOPE I I 0- 77 5.12 5:12 T-0" RIDGE VENT I o SLOPE SLOPE 2'-0" 5:12� 8'- 5/8" 9_ SLOPE 6" 3'-0" 16'-6" 3'-0" 5:12 1 ROOF PLAN A-1 1 /8 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 PEF�IMETER 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 TH M T) V V Ul Virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 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 VERTICALL'O BELOW THE RIDGE OR HIGHEST POINT OF TH� 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 SO. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT, IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT M N 0 r LO O 0 -, z wp rk; 4'b � O ' %:..w sue" �:.f'f,• a: 0 z Q N 0 LO N E 0 Q� o M @ off. 0 V) V -0-0- •c r CO Z) O 2 § T�S1 v! O g m Q .s w Na�N /�" C *� o E L. 7C) a 0. *o y (' W W W~ _j W z ZWW W�'n�2�LL 0:-_jO�f:U00_j0 < Q u<aXJW oz20a f_QH 9026ZOR00mZZ U) O zwLU ��OU 6- LUWW QJOO OLZ�a- LUva oJ¢w pZa0- LL O0Q Q L L >f 0 Z W OI­_ U 5 ti z 0MO Q U� M CL CO W - ti z < W CL Lq M 00 Q Q Z U F- 2 12023 Z 3: W_j D de itio : V N N CN N N N ti 4 4 0 CV 0 CV 0 0 0 � o CO M Cfl M N O O 0 0 ON 0 0 N 0 N 0 N 0 N N N 6 N 9 to � 9 C� � N N O M O c 0 0 00 ,6 O N0 Y J i 0 0 0 'a 0 0 0 LO N C'7 Ui c0 I I` (n Z z o O �--+ 0WCO � U oo Q �O a Zw�Q WI.-H tY r� �nm0Z (JZ w (V 00 i-2zw }Ix2 M a- ZZLL g N �a2LU z O �zz ¢ z Qo Z U � OU o W � Q z Z z W J WC14 O O LAST PLOT DATE . . May. 9, 23 Z EXTERIOR J ELEVATIONS A & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4rr = 1'-Orr A/C DISC SECOND FLOOR ELECTRICAL PLAN A 1 /4rr = 1 r-Orr 1 1\IC nC M^^C 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 & CEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 200 AMP 00 #12 copper to 20 amp ckts 10 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ci TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ '2C_'SMOKE DETECTOR V-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED 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 STRUCTURED WIRE OUTLET 6- 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" -fl PUSH-BUTTON DOORBELL -} CLG MNT LT FIXTURE {- CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE } C WALL MNT FIXTURE 40W A 6" ROUND OPALEX - TUB/SHOWER Virtual Re � fis TtWlt ANS 11811 50W PAR30 NFL 6" WHITE BAFFLE USED IAPPROBY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS ,0Q0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR Q SMOKE DETECTOR cU-18= UNDER CABINET 18" CS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9;24:R 24" VANITY LIGHTING 599F36:FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING Q EXHAUST FAN/LIGHT 0 EXHAUST FAN 4j DOUBLE FLOOD LIGHT W/ COVERS AND ti 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) MASTER STATION -NVbm:l ELEC PANEL VACUM OUTLET AT 12" FaCEILING 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. M O N Q LO Ln �.J 00 0 �, to py n In Q �j L7 n t�.l , w Al 0 -i 3 w z Q SIN, W (D LO N E L •= � o u C) C,) C-4 N M M 4__ C13V) V -Op — d C")i E =M _§ Q Q - .N i U d V w a� L o EZ m a C3 aui 0u (D LU uj W0ui H E:0)M <0 o:aBE0o20_jo J Q U = 0 O Z LLLL O Z 0 O 0 z a a ov)X�ozowoomZZ 0 (1�0 cn LL Z _'pa>zYOZzLLI �aWpa Q0Lij F15 �Wo Q°a oQ o =O oQz LL F Q LL O O Z w 0 W ti O F- M Q U) MU-) w ti F-�<M IZ 00 1023 z v 2 w W J O (0 s' n and approved ed dAian Lahr PX23fl0 N N N ti 4 4 O N O N O 0 0 O 0 0 C 0 w •— 0 N 0 N N N N O o N N N N N N N N N N N N CV LO N o0 O L6 •— o0 O A 1 N O M O C r- o O CO N� > CD o NMVU-),CD, O O O O I O r-' LO C ILU CO z z —Z O O �--+ � W (n � �-0 Q a. .� ,,^^ VJ OW=Q H Q Z� M Z N V Z w 00 �- < z 0 M azzU_ � N OV�2w �� b a W z z Z 0 U Z :5 U O O W Z Q z z w J WC14 O LAST PLOT DATE >O . . May. 9, 23 z 4_00 1ST & 2ND FLOOR ELECTRICAL PLAN A 1" FILLER O CM O M \ / 1" FILLER KITCHEN 1 /211 = 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR / KNEE SPACE 2'-9" 2'-6" 2 1/2" FILLER DOWNER'S BATH 1 /211 = 1'-011 9 (V 00 Go co 0o 4" BACKSPLASH 'v / \ 3'-0" 2" FILLER FOOTING SIZES AND RE -BAR 1 1/2" FILLER 1 1��^IYLL 1 1/2" LNU F'ANLL 2 KITCHEN�ISLAND 11 2 - 1 -0 2X6 KN WALL 7 34 1/2" SHWR HD PRE-FAB SHOWER PER BUILDER {� VALVE ��I ( : 6 V11NER'SBATH = 1 -0 1 UNIT'2386 - A & K' - BUILDING SECTION 3/1611= 1'-011 12 30" HIGH MIRROR 4" BACKSPLASH u �v! 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 18'4" T.O.P. A N 0 2 5o c O M ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" OIL T.O. M. v 3 KITCHEN�� 1/ 2 - 1 -0 2'-9 1/2" L T-4 1/2" 8)PATH #2 1 /2" - 1'-0" FOOTING SIZES AND RE -BAR 00 c%> WIRE SHELF :�, io "HANSEN" 220 VOLT BOX —LI _ —Wa ---- o 6 I I 14 1/2" X 16" DRYER VENT RECESS cD M I I I I V_ I I I I I I I I I � I 4 UTILITY 1 /2 - 1 -0 �U` 21 2023 virtual Review Assist, Inc. Plans Re w viecompleted and approved for compliance with the 1020r pX2300 Editio by Debra Anne ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. UNIT'2386 - A & K- FRONT SECTION 0/ 10 — I —U ELEV AT V-0" 1ST FLOOR FF \ M O N LO LO LO O Co Ln e - � ¢ z LLJ .Q i ❑ W ❑ z W = `0 o U CM 0 � N cc) M V -c� 01 A, .= t c) W j 2 rnrn V!} _O fig.. N Q v�^ .N .t V w aA. V a0203 co ° CL W W W� O W�Q J ��zw z 02 = (nO QU O O J O J Q 0 F- F- 0 <axQ z=LL0z0°~ate OWx0wOzOWO0mZ:U V, 2LW0W W W W WmQOI_j Z J�<oc<ozwWp2ULL10Q O. OQz Q LL Q o - LL i O Z W O� U) ti O z () Q U) M I*,- (n _j U_ U) ti z M 00 < < Z0 Wz W J� O ooCD N N N N I- r- O N O N O CD Cl0 o 06 ci co co o 0 0 O N N N N N N N N N N o (V N N N O o N M OCD 0 rn 0 o o " 0 6 0 �0 1 IN >-r-:Nr)'tL0coti CD 0 00 0 0 0 LO 1 c CO Z z O owv) O V��a Z% ww WF- F- � Q =mO2 �0E-W 00 <Z0 M �Z Z LL Lc) � N 0ag2z O Q Z U) z z O ■ • Z ~ U U a 0 0 z Z J Wcf) ^ O LAST PLOT DATE >O May. 9, 23 Z _1�_j 0 INTERIOR J ELEVATIONS A & K -_- _ - _ _ i 1 L_l_ 1 )• - _ � _ i _ _ .i f r�.r.. ...fir wi_ i_ai n _� � 14_ 1_ - r 1 it IL _ NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUl DOOR 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 6n INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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. CONCRETE TYPE MIN.28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4, 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. . . 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/TPI1-2007 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 FLOON TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior verti al chemical barrier must be installed after construction is complete, including�andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 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 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 145 MPH + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. TYPE: 5B + 29.85 PSF/ - 39.97 PSF (END) U.N,O. GARAGE DOORS (V = 145 MPH) SINGLE 9x7 + 26.28 PSF / - 31.49 PSF DOUBLE 160 + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE 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. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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 3/". 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. DUI- 2 � 2023 V7 Virtual Revie ; teatand approved plans Review comp 7th Edition or compliance with the Klaho pX2300 f by pehra Ann CM 0 00 o ;. gri, 3y z w ti* do is 0 w 0 z Q V) W m LO ON L 'i �0 8 M 0 d In M Ln � � �co } j po U S - 0 0 Q .Ns n` W wC3_* U QN cO E L C3 CO LU LU w �uf rn WO~ W HQ W2_j �YZD: Z LL U Q ¢5--003:X0LL001 0 LLLLoZ20 cycn jy�oZ0200mck JO z �OO fn 0 Z Jed>ZYOZZLLOW00d QF-W 0g<U) 2Lu 0x o =O oQZg ¢ 0 < I- LL I� 0 O Z CN LD O 0 M Q Cn M It G LL ti cM Z U F_ W W C)J O mi co N N N N N N ti O N O N O C:) C:)O O 06 O r C0 � 00 O O O �- O C)O N N C) N C) N C) N C)O N N CN N 00 O T-- � 00 O M T.-O N M O C 0 IL 0 O 0 ;O � O 0 CD 0 1 Na) �° > C)0 N 0 C0 ;o 0 t0 o (D C:)Lo r` LO :'1* I 1 CT CO V) z z O C)}� W 0 W to LU O Uo�Q IX d W F- Z Of F- tY =co04 'n v � J NM Z w Z M _Zz M W LU N g2Z C)Q OLL Lu 0 Z Z Z Q O U OU _o co Z SNOJ Q Z Z W N 0 O LAST PLOT DATE Jul. 10, 23 Z O STRUCTURAL - J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT, METAL LATH WALL SHEATHING 16GAx1-1,2" LONG (3r'4„-1" CROWN') I i Mdx6,C.C. ERT BETWEEN l i I 16GAx1 1/2" LONG 3/4"-1" STUDS (NOTED THUS.—) - OFFSET p I I I CROWN) STAPLES a= 61' STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24,21 SCALE: 314" = 1'-01 `DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR7C13.7.1 LATH- ­ONLY APPLIES TO LENNAR TPA,'JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H STUB -OUT FOR "' GAS METER O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-Y (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. 13'4" (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 c7' w in ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + '-0(TP.) 4'-0" 4'-0" ++ + + + ++ + + � ++ + + + + + ++ + + + + ++ + ++ ++ ++ + ++ + + + + + + ++++ + +++ + +++++ + + + + ++++ + + + + + + + ++ +++ + + + + + + + + + + co++ + + + + + + + . + + + 1�1++++++ + + ++ + + + 15/32" CDX I PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x- P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber FILL CELL STD. 90° HOOK BOND BEAM BOND BEAM STEP - CONT. #5 BAR #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 BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" gap max. � 4 max. Clinch nails when IkA�' 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 2x4lPiywood/OSB web stiffener 2"min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor col,,mn w/ lnn iQ 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 1116" Zor-20 details in One 10d box areas=20 of high N sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap + # 11 Boise Joist Blocking I lca T' N0d) nails at R" n c 1 i/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— U)OEM. J r% A %" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6' CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hate Diameter (in) 2 3 4 5 6 7 8 &875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (rt) 8 V-0" 1 `-1 " 1 "-2" 1'-2" V-3" V-3" V-7" 1'-11" 2'4" 2'-9" 3'-2- 3'-7- 12 V-0" V-1" V-2" 1"-2" V-3" V-9" 2'4" 2"-11" 3'-7" 4'-2- 4'-9- 5'4" 16 1'-0" V-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" 7'-2" 20 1'-0" V-1" 1' _2" 1`-2" 2"-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11- W-11- 24 1'-0" V-1" 1'-2" 1`-3" 2'-5" 3'-7" 4'-9" 5'-10" 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC wl(22) NAILS l 5/8" 0 THRU BOLT SIMPSC w/(22)' NAILS l R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to.top flange. Joist 1111 \ 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 Mo-nt" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM d ° WALL 4 ° . a _ I I ° 1-111�111=1 1-1 1 1 a. a: .111 I I -111—I I I-1_ 1_I I I —I 1I- _I I-1I-1I I III FINISH GRADE -III 1 —III_ SLEEVE THRU STEMS SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN a . * 1 ,,111 �,111, H/L, LI iHJt 4' VVU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 1 1 I ILI 11 L __ _� Il-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE %rtuat Review etedt plans Review com he 202 fat compliance with nebra Anne 'tat TOP (2) #5's x 4'-0" PVC OR SCH�I SLEEVE CENTERED @ PIPE PLUMBING LINE i PENETRATION �7 . .. .. . d 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 I —III —III: a / II I ITI 1- a-d------�' SEE FND. PLN. SIZE & REINF. CM N 0 a N LO 4 LO ®, "D 00 LO U. 0', I >e�` A w Ile, w z Q nN W > O F� o W L 'r- "o o U M cq N 5 M to *- N P - V Q L° M E L 2 _ 0�8 m¢ U •LO` p� < W C1N cc)O E� P -TW v L a wV ❑w 17 wOI- ~X2JQWQz0zW x JQO�OOJO — fncy v7LL3� 0:X° 0mZ= (n00X00 X— a 00U_ 0 (n Z 73 JOo->zY❑Zz'lOWOo- ¢0W0i �_gwp2U°¢ OQ o 0Qz§Q 0 Q LL 0 0 Z N OW U) J ti O M Q U) M � 2 U) LO QO Z U W LU W O J � 2023 mi N N N N N N ti 4'4 Inc.O CV O CV O nd approved frBC 7th Edition PX2300 q o 0 c6 o T CO CO CD C) C:) NO f O NO C)C 0 � 0 N 0 N O N CV CN N CA N O LO —1O 00 O CM e� r CN O M C)0 C 0 O 0 O O 0 0 LO > M LO qt N d LO (fl 1` 1 0- CO V) Z z O w �-a 0 (nn (.) 1.-0�a -0Owof UJI �a Q ZIXI.- IX =coo fnLU Z CN v J M �zz� UM)w N O��z > v�ZU) . z �QO z U U J 0 _011 W � Q z SN1J Z z '^ LLI M O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J 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 518" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 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'I 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. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD iz cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - CD 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 CURB DUE TO SLOPE 00 LJ— D 6 MIL VAPOR- I I I BARRIERI ;ED 4 c I — COMP. SOIL. (COMPACTED TO 95% — I I I I I�I I— — I fi NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP, 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 ;V2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z SEE A/S3 OR J/S6--`1 I I IF,L1 I I I ILT FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS rij� SEE TYP. WALL SECTION FOR SCALE: N.T.S. 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 • a 1-IIIWI11==1T1 'II —III III III I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (R302.11) 1!2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E CV .6x6W1.4xW1.4 WWF OR FIBERMESH a CD II III —III —III—' -' T TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-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"16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK GARAGE SLAB AT STEP SCALE: 3/4'1 5/8"OR 1/2" HIGH STRENGTH --- '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" U.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W! 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"1 TITEN HD @ 24" 2x P.T. BOTTOM PLATE R 5/ x10' WEDGE ANCHOR x 6 W1.4 x W1.4 2�� O. 24 WWF OR FIBERMESH �3 1/2" MIN, j a. z ; kA° I I=1 I I=T, I'3 1 /2"(min.)- 4" co 3 1/2"(min. - 4" ( c • . - J11=-I I —I 11- -I l=1I_I HII=1T1=III H (2) #5 CONT.„rI III II IrI 4'— 1141,8 U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" C( 8"OR 1/2" HIGH STRENGTH � `TRUSS BOTTOM CHORD OR 2x4 #2 SPF I,N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS ARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) BOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. P.F. DOUBLE DP PLATE IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2) 10d NAILS U.N.O. (8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS °0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10`4' (R302.11) \LT: 1/2"02" TITEN HD @ 24" I.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN ) 24" O.C.) 'IMILAR AT FOUNDATION ONLY" NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS TEP, SIZE OF FOUNDATION AND EINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ICLUDE THE WALL T" 6 x 6 W1.4 x W1.4 TACHMENTS 2 WWF OR FIBERMESH 3 1/2" MIN. a. 1-' 1 /2"(min.)- 4" , 3 1/2"(min.) - 4"11- -III—I III' �' =1 11=1 I I (2) #5 CONT. I I- 14;1 I II I11 �111�1_„I I ICI I ; I81-' U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C JM INSULATION PER FBC AND ENERGY \ �GoN oos 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"1 P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "1 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 @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR `" 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE N �} D D ' #3 & #4 LAP SPLICE GRADE 40 MIN, Fy= 40ksi Z cn ° D. FINISH GRADE O° _Z 25"MIN. LAP (30"MIN. LA°] [GRADE 60 MIN. Fy= 60ksi] — I = � — — — °O 6 MIL VAPOR BARRIEIRI —I I I I I I I °e• , . °F77,= I I —_°TQ R 1 7/8" LTI--TIT #5 REINFORCING BAR • I J°IT 1D1=ll1=IIgI=_1IJJ-1-111D LaI 1=LpL=aJJ=D 1La lll°111-JL=I11=L=II� 1I LII 1��=—.—T�ll1 I 1I--=L—IIIII=--1II II I.JI1I JI,—=I1i II II I I N —iL1IJI"I� � �—�LI.- Z #5 LAP SPLICE IT'm T — 36" MIN. LAP [36" MIN. LAP] '-­T-­T I=COMP. SOIL, (COMPACTED TO =95% MODIFIED PROCTOR ASTM 10" D1557) 111 III-I�-IJ1-111-L-III- I I-JJ-I I1-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK 1—III-1 11.-Trl 111I fT�ITT ; TT I I7• :.T-1� �.� #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1,4 31/2" WWF OR FIBERMESH min. 4"--,, ° � � �v GRADE a °o----- .a _ III ICI —ICI ICI I -(1) #5 REBAR w/ OPT. .111, f— — I—T= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M NC Nr d.OP III T� SEE A/S3 OR J/S6 J -I i1I g1 ,L, , 1 I i L i, FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ,TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE 21 ON FLOOR PLAN vIIN. SHEAR 180#MIN. CONT, BEAD SEALANT-71 ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 c / "°A `v WWF OR FIBERMESH r,y ' C - ° N I I=1 11= I— a a. M 6 MIL VAPOR ] T ! — 4-1, —IBARRIER I —I 11I1 I I I' ICI I ITJTI l lr 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADCITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W IL J co —I I —III —III m a g w I —I I —I I I I —I D• Lu cn —III-1 I I J 1= a " I I— —I I I I IITII I I REBAR DETAILS r F 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. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO w 2x4 P.T. PLATE ° 7116" O.S.S. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL °. O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN, (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-bk �COMMUNITYSPECS 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 I WWF OR FIBERMESH ° II —III —III —III- III 111—III—III—' .— (2) #5 CONT. -11 I.EE.1 I I I I IT �1 11, , , I ON 3" CHAIRS [___ (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'4" 13 � 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH M —� a ° a I III-III-111; N ;° I_I=1 11-1 11=1 11=1 Q °. `o co I I d III. pans R =— —= I II I I�— for compb SEE A/S3/J/S6 =1 I , ,I 1—I_4,� , ,� 18 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6a S.G.D. M SCALE:3/4"=1'-0" 13 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M co GRAD — a ° Z= _I=_=_T=1 �. I I I_IT_I=1 Il_i I I W o w ccn U 11 111 • a Q. I I I —I I —I 1- z a U) I' I I —I —III=1 I� III— I I I I III —I 1= M w � f1 Tfi I I I Tl�7f=1 III-T_=I I I= FOOTING � BEYOND PAD REINFORCEMENT ' -III—I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N N �, :... LO 00 LO �n r 01 w ,•: •� �'� ` b. 4 ter, `4.. - • w z ^N > o c o _W V 0,0 u Oq MOq ti a M ul U o co � '� A' pM W E t 8 �= 0 o� •Nt wz7 u1 Q N CO E M .2 TWA V 5 co w �y w LU J wIQ wgzw O03:w LL000 o ¢�XJow Q C) Q 1 0zm0°�Jp 09OZO22o00za - Lu m �I�Y(azOz.Z <1 �2 w_wp5 o¢ O � i O O Z 04 w O I— O ❑ � �M O J LO �LL ti z LO w a- _M � a � O >— < Z U ww� J O Z013 (0 21 N N'N N N `N R ev1ew Assist 1 ap �i � ' ' N ua� �eb a ompet iev+ c. 2020 theKlahr B� 00 d o nce With X2 pebra Anne O 00 0 of }� I CD 00 N O O 0 0 O O N Oio N N 0 N 0 N N N N i O ' L6 o0 Oi A" 6 � 6 LO O C d- 0 � 0 : O 0 O r O T-- 0 CD 0 N� m >�C-M400ti o 0 0 0 0 0 0 c 00 VJ Z z O w Wwvn Lu > O CF)IX V0 < 0 a- V l Zw LU 1:a Lr Lu Q = 00 O Z rn Z J N V > > }oft Zw rt') ZZLL LO w N 0g<2z p a UcnZz .. z Sao Z U U Oo a W z Z z J ui M O O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — _! DETAILS —MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i ll 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. SL� 12 \Typ) SEE ELEV. I � SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED— SINGLE 2x BASE PLATE W/ (2)2) 16d 16d TO TRUSS BELOW r 1/2" EXTERIOR GRADE SHEATHING " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/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 i_// w 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 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 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 g S4 KNOCK-OUT— )#5NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1FOR CONCRETE PLACEMENT J . • .- - .. _ •. • ■■III III■■, Milli IIIIm' ■■III MEN �Illl llllml ■■III MEN mIIMEN II Il�I� Milli i NOTES: 10 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. 3� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD- BLOCK WALL ABOVE. SCRAP MATERIAL r UJ 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. e a A 2 , POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIOR WALL EXTERIOR WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d / I ❑ NAILS AT EACH STUD —DOOR OPENING DOOR OPENING -Ct 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" BLOCKIN ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" MAIN SPAN COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) wl MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. 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 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON fOP PSPN516Z w/ (12) 16d NAILS ' TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 9ARAGE i00R ' 48.SPLICE STAGGERED 'r • MiN J G 10d @ 8" O/C (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKKK 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 OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �Nkk 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR S4 . INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N,O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL K*'Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 °a G. . ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C L C P.T. ATE SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10( ST :�_] J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 , - — . a 2X8 P.T. BOTTOM P' ATE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 5/8"xl0" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 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 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" " O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE 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 NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :1OXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT C �VL 'ROOF TRUSS ABOVE 2X BLOCKING Virtu c°mP plaos Revie Wish tl for compby tetra per (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL C 10d NAILS @ 4 rA 10dNAILS @ 6" O.C. STAGGERED ) eTer_r_GOGr� TRANSOM FRAMING ° JA° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOP 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 p 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 cv) N O N O a .;.. Ln ao Lo Lu LL - ( O Q N Nam^ L �0o u _W \ ' M m d + M CN V O m u a -a- m � r mt p u •� p u- 8 a� a U p : .N V w aN N 6. o E 0 a a a l LIHQ ow (6 w0 I w_jW�ZH U_ jn/ Om� fn�Of QJ Q 0 ��OZO�OOmZZ1--O_j -zYoowcy (Da> �UZ a Z zzIIIpu ~U�-a¢ � .A ¢ OOCQQ LL i O 04 Z Ll.l 0w 4 o > (co 0 M O1�_ Q u� U)z ti < uj < Lq _M Z U Z� W NT N N N ps5rsi. r0�ea aaa �ih Ear p° ►� 4 4 ied 102p FB 3�0 0 N .T N . CV K1ahr O O . O O o':o C>D of r co CD r- CID 0 N 0 N 0 N N N O O N OiO NiV i o CV 0 CV 0 CV N (V 6 CV C70 OO Lh , o0 O CIS� CV O Ch C)0 c 0 0 0 0 ' O N Lo L > o e- O N O 1_ M O It O V7 O CD C) f-� 00 VJ Z Z O C)� LLJ owv) U � 0 �_Oa i^ O��AWX: HQ <- ix If v- ZQmoQ Z NM 3:J 00 i-�Z0 M �Zz L0 N OV a W O Z Q Z Z QO . Z U d OU 0 m � Q Z Z Z w J ui '^ M o LAST PLOT DATE >0 . . May. 9, 23 Z O STRUCTURAL — J DETAILS 1 SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 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 g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTEC, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 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 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR iA APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0-' 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING END�lv ATTACHED W/ 10d GYPSUM WALLBOARD GABLE 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 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. t-ATHROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d 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 1/2" x 8" " I BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. MOISTURE BARRIER Od 3'BLOCKIN 4" O/C WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP N "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES CO 0o 1 1 1/ " 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE • TRUSS SPANS ATTACHED W/ 2 -16d `7uR1' 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 FIRST ROWS OF O/C w/ (2) 16d E 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) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 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. E 7z: O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL EXT. WALL CONN.K*"DCOMMON 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NAILS. (ONE INTO EACH OUTSIDE FACE OF10dx3" BLOCKING, FASTEN WITH @ 4" 0/C 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARI G LOCATIONB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 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" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. CJ''S 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • G w \_BRACING w/ (3) 1 Od x 3" AT 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 ADDITIONAL INFORMATION. SCALE: N.T.S. 1" 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" - 3'-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT 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"=T-a' MEAN WALL HEIGHT UP TO 30'-O" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1l�1:1,1b� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 15d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w d w 0 o � 0 w o ' It w m o o ' 0 - Oj w Q x o o T ¢ cc 6 Q o � w T77 NOTE: LTOP 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 BRACINC 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 MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT ```` EA. TRUSS (NOTE: BRACING MAY BE SZ_ PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) J`ttea�Rev�ew w r°mp Revie t1 COSMETIC DROP CEILING FRAMING Q,aps ``aI\cewxtp�t for comQ�y Oybca SCALE: NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION M N 0 rn ° Lo O 00 Lo w Lu W .O o U Cl M y Vi -0 M W 0 2 o 0 Og Q � U .N N � Lu QN >` oE� CL � LLI W GLLI Uj wOH w~a ��-' ��Yz[C z ¢�X�N����LLVOGo�O cl�(� Q U Q 1- �� Z0 owzmo I. -a~ Ocnw�Oz0CC00coz U ('1�0 (n Z ��a>zY0Zui ZLLpWo a ¢w�i��_gwp2L5 p� a 0 a LL LL sA O O Z N OLu U J ti O cM Q U� co Lo 2w�ti I—Of0-M O� CL 2 T_ Z U H w L li -� N 0 m m CV 0 CV 0 N ti N 4 4 t04 ea a ��h Ea 0 O N O : N ; O OF130 'i:Oti 0 4 Kkahc 0 0�0 00 0) (O oo N O O 0000000 N N N CV N N N CV O o Llb o0 0 m .� 1 N O M O C O CDCD r o 0 ' O Na�000OooO �l J U) > N m "i L6 (61 I,: M� V) z O W O � w W �'- 0 Z) O ^�O�a Lr)i� V1 Z I-Q W � H Q ~Lu m0Z N Z 3:J 00 }O�2 Z� M Z Z U- N � Lu O Q (L U)Qz ■ Z ~ O Z U OU o a W a Z z z w /^ Lij M O O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J 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 12 PRE ENGINEERED ZZ7WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d F w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = INSULATION N PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 (_B� R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE °.A BARRIER 1/2" 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 & T O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"W'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 ULL 4"x4" INSPECTION PORT AT N EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. Lu a —AT GARAGE CONTRACTOR BASEBOARD Cl) TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c 04 ° d FINISH GRADEon Cl) ' I-1 I I_ —III —I I f—I ° 60 6x6 W1.4xW1.4 �=1 I I —III —I � I I I - III —III —I � 1= o T z WWF OR FIBERMESH -� I I —I 11—III—I I I I ° °III —I STD. 90'HOOK � I (3) # 5 REBAR ON 3" CHAIR • „�...I . . (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) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d xl 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 @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TIE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/471'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 B.U.C. (8) 1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF � NOT FULL HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB F EXPOSUREI SHEATHING w 2 SOLID 2x C BLOCKING @ALL j C SHEATHING O EDGES (SEE OPENING SECTION X-X av C x ¢ w 0. x E H Lu 2x STUDS w BEYOND. N SEE PLAN O 0 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 9A)Al i rl rAiATlnkl n]AnnARA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X SFF `pN`L 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 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN N ? C 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 _ C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J 0 LL � O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER OF J > ¢ O y rrP000) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. i Co LL z p u) O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N r MEMBER IF GABLE END LL NOTE: • 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". 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS pp�TF�/ FLOOR TRUSS / BEAM DETAIL FLOOR TRUSS 0 } SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP, W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °'. I1-r1 —III81IICI I Ii LEARANCEON �' CMIN.8 INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0° S6 ADDITIONAL SLAB INFORMATION. G 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 L� .0 "' -III—III—I I I 4. IIIIIIIIIIIIIIIII e a 'II,III (3) # 5 REBAR ON 3" CHAIR I 4" I V-8I W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 itlL 2 1 2023 Virtual leted and appfO plans Review comp 1th Ed' for compliance rat kn the Px2300 by Deb 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 (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE o0 V S6 I / CM N 0 N rn e LQ Lf) CD 00 Lo G;� 9 t, 1•. uL , 0 Q ._ CW 0 Z Q W 6. 10 U cM w d alm-N M LJI M 'C t [ ❑ B _0 O LL Q • N Lua N V 00 a2 0 6. C3 co (.9 W=0 ❑Luu2 Lu ZW L ZLu �o�o�Jo LQl �CXQC)` u0gHQ =ZCoZZzU)0-0woom � O U) 0 Z >nWO aW051w-QOJ IL a~wOiHFn wzgLu23 U❑Q LL Y Z Q OQ ❑ ❑�QU- 0 O O Z N OW_ 5 O 0 6 M Q�,)('Mz � Cn U— � ti on cM 00 Z U wZ� W O J O I N N N N N N N •- � r O N O .N t, O O O `O r' o Oo�Irl- CO r CIO T--+N ` O O N O N T— N v— N O O N 010 CV 'N O N O N O N O N N OO OO CV C? C)O r O .•CA 10 O e- O r- r- C:)O (o N,^ U1 , > C) O'.O N C0 C:)O 4 In O CO O I-� CO �^ VJ Z Z O O f� W wWU) U > -1--+ O V��a -0V1 OW Ha I— Q Z Lu mOZ Z 3 J N M w }lam z� M Z Z Iw � w N O-3Mz O Q U IL Z z Z a0 Z U 0U oCL m � a Z z Z Lu J ui '^ M O LAST PLOT DATE >O 0 0 May. 9, 23 Z O STRUCTURAL _ J DETAILS —MONO 2x8 P.T. BUCK -CONNECT TO BLOCP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45' 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 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16"ID FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x4 P.T. & 1x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN EDGE DIST. TO PRODUCT APPROVAL FOR CONN. TO PRODUCT APPROVAL FOR CO,*2" (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. &4" FROM EACH END w/2x8 P.T. .T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1x4 UZ Ur%T VVNLL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST, ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST.Wx" ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 1-1 /d" IlI=TA I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'4" _ * SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 1 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO , 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 a +5A �LL 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" SDS SCREWS & (5) 1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 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 2X4 SYP 12 CONT (MATCH TRUSS DEPTH 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 MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" 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" F.F. p' p D =1I1I�IMI1; p 115111=1 I I- 17 GRADE D. ,III1,7111II- N ° Cl) p. z_ TSIN �p (2) #5 REBAR. MIN. 3" 16" MIN. OF COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) fHE S I IAIAr'%/�Cr)TADI C IAIQTAI 1 TInAI FILLED CELL INSTALLATION H SCALE: N.T.S. Ste+ L,; t-• SEE ARCH PLAN AND PRE-ENG 1RUS,S DESIGN .__ SEE N(- I E 1 8ELUIN N SUE : :. ALUM E L m1 i I ERG'NALL TYPE — �--*- - .-:. � +� ALUM • - PER PLAN F CHA.NNEL. -4 — r F-ASTENED PER I L�lA r NOTE 2 BELOW 1- -1''� - I CONT VENTED OF, F' CONT a'x4 NAILED TC ---� 2x BLOCKING NAILED TO TOF` R IN KIN49 wv ,,7-1 d NAII.ti Ix") ("HOOD E` FRY OrHEP f RLIS W 3-I2d NAILS, TYP (`") 1 . G.0 r BUILIDER TO ..>ER.IFY!PR0'dDE S0f_FIT MATERIAL SPAN C"APACIT-- IDN I•4E DESIGN DRESS°-IRI~S SPECIFIELI FOR C�- MPONE<NTS AND e._ I'. - LISTED IN THE DESIGN CRITERIA CN SHEET SN 2 F(,)R SOFFIT ATTACHMENT AT'AAL L (PER ALPHA A:LLJM_ INC. FL# 1654.= PRODUCT APPRCp`V L) F CHANNEL FASTENED TO: CNILPov! T N*IAIL .OS'-' ".CIA. ,) 24' 0,-_, _. wt °i1" 1'"aIIN. EMBEDMENT W0~30m 131 I6 Gk 34"xVA" C^PCr,.NN STAPLES @ 24" MAX, O_G IN PATTERN SUB FA.SCAA w. IF'�iA '1!4 k',.4 C1;Rt ANN STAPLF FAsCH C3I 00vF STR JCTURAL SOFFIT S F01 ,SAL 3`4a -1.,0, I'`*) FOR ALUMINUM SOFFITS WIT ' RE'4.', /342i 2021 I 4", INSTALL MIDSPAN BLC7C> 'i i--. THE 'SOFFIT FI PA INSTALLATION I F - 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ' DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. O�ER/ygN TO TRUSS TOP CHORD [F + + NCTH PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP La5a+ EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7 ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED -----(MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 10d x 1 cCC cuCCr n0 Horn 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALF- 3/4 z 0 U- 0 LU U U- U 2"x BOT- PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL V. SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT d a d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. "d d OVERHAN �.s �d 'd RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 6-011 NISH F ..� >,o e ° #5 BAR � 4 � I p' 10" ° o ° . .. CENTERED W/ 7 '� Z o 90' H IN TOP - 0 KNOCKOUT / CAI _ VilD . CHAIR BLOCK MONOFOOTING_ D SIZE AND REINF. PER PLAN I — .o AND SECTION DETAILS -IL CLEAN FILL o e. psslst 1n� DIRT view r( wtol Re \aled and appth STANDARD s Rm comp 2p20 FgC 1 0 90` HOOK Plan C�aAg with theKlahc V,000 #5 BAR IN for comphy Be (a pane FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 ± 211) #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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL 141t�f•1�1rI11\ram T\I� �4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 7. co 0 \- rn ,�i ' p ef �^ "'Cad°' LO O 00 r _ O v o Lu Q _W �O U 0 CO c v N v M U C: E o u o �g 9 8 .Ns 0 0 w6 �* QN i cO Ecli 70 m 0°.� C/ w ❑ L W O wHQ z2_j w¢ zw Z J p� � LL p LL J- Q w U Q Q X O u)O � ZLLLL_Z H¢ aww�oZoR0000ZZ � 000 U- Z w�IL Lu zYOZZLL. IL a0wO H WO Lu U Q OQ 0 0 �Qe LL Q LL s� O O Z w O co O Q M � U) ti i­— w M ed O U d cion Z H WZ� J 00 o O O 4 :4 1 �- O I N O 1 N O O O-05 ' 00 ai T_ O O N O N I O N O N O CV O N O CV N O L6 O 9r co `� O O0 I 1 0 1 O C) 0 CD in Nu, i N: M Ln CO I- Cr co Z Z O o W0F ow) w - O V��a ~o �wg Z il wf—Q �— Q =m=Z N/��// (�O�w Z w } f z m w Z Z LL w N �_32Z O D z Q Z z O ■ ZU F_ a OU o co Z Z z J w M 04 O LAST PLOT DATE O May. 9, 23 Z O STRUCTURAL — J 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 \0 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 7T x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" "MA SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (I EW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VVHLL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING f2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" °2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 7L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING 6', ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 4" = 1'-0" —3/4 PLYV1 ON DECK 2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2x4 BLOCF C -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT = STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH 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 STRINGER / PROVIDE MOISTURE PROTECTION Z ATTACH ALL COMPONENTS OF STAIR TO CONC. W/" 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 BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING _ D 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED LV 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING J 1 /Al r% UUIN0 1 KUU I IUIN UC I HI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" L JOINT �L TO IOISTS) D NAILED AND '0 TOP PLATE INTO RIM BAND, kND NAILED TO I WALL BELOW L JOINT -L TO OISTS) 2X JIPSON MI 1)10dx11 u I& 21101-3 ist. iqc. Ua+Raviaw Ass and Som"o- Vir� w comp�atia6 �s nth t6%ilo� plaf►s Rance with thg K ah0 4X�300 rjof compay leafs pnn 'ECTION VIEW "H" SCALE: 1" = 1'-0" cy) N O - N Ln P PA {"- Wk 00 cif w O w 0 z Q O o W V C 'O o U N M V, co } N vi 7 u �02 u E L W O O O 0 ¢ N � u w �N a� o E 2 000 W W LLI ❑ ui cn W p �- w�a wm_i wgYzaf z aZ)- ri) �X�LLU0'o JO Q U Q f.- <ax z�l��z��°�¢� O(nw9OZ) wzpR00mZ? U � 0 0 (n 0 Z pa0Zy0z pw0 Q<< Lu V)_MwLZLj a. a. O O Z N O� Ln 5 ti 1.-7M O Q � M � ui CM Z U w w� JQ CD N N N N N N P,� N 4 T-- 4 1 O I N 0.0 I N 0 0 � 0 co 0) c0 � 00 O O O �- O 0 CV 0-0 N N O N O N O N O N N O 6 00 CI A 1 O O C 1 0 1 T 0 1 0 6 , 0 w 0 o cn N'^ �1 , a) > O O N O M O O O CO 0 I` 1 cr co VJ Z z - Z O O ♦ ' VoER0 _ w cn III _ ow W Lo -0w Z Q r� ~ =m0Z ~ N v Z J i'z 2W N OVa}W 0 Q D z Lu z z O • Z F- U a OU o m Q Z Z z W J wST r^ M O O LAST PLOT DATE > May. 9, 23 z O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINT S. 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. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 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. B. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads C_ _-_ `►m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B BF12-0B BF16-0B 8F20-0B 8F24.OB 8F28-0B BF32-0B 8F81B 8F12-1B 8F161B 00.1B 8F24-IB 8F28-iB 8F32-IB 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 14605 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 8672 10294 11809 T-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 T-6" (90") PRECAST 743 1011 1729 2632 12205 1 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 T-4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1 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 12805 3552 540 873 1254 1684 2193 12805 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 1 1326 16)7 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 25J.3 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR I NR NR300 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 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 4AST-4414" SAFE LOAD - POUNDS PER LINEAR FOOT �YpE LENGTH 8RU6 8RF6-08 8RF10-0B 8RF14-0B 8RF18-0B RF22-08 RF26-08 RF30.08 WR IB 8RF10•1B 8RF14-1B 8RF18-IB 8RF22-1B 8RF26-IB 8RF30-1B 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 Y-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 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ���/► SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 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 <„rnC,� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-6" (80") PRECAST 595 .788 510 7-6" (90") PRECAST 509 674 393 T-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4CAsr-09m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12-1T SF16-IT 8F20-IT 8F24.1T 8F28-IT 8F32.1T 8F8.2T 8F12-2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 892.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 1 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 T-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 T-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 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'4" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 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 B 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 (141 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 (121 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 561 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 261 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Cawr- Rqm SAFE LOAD - POUNDS PER LINEAR FOOT �-YPE LENGTH 8RF6.1T 8RF10-1T 8RF14.1T BRF18-IT 8RF22-IT BRF26-IT 8RF30.1T 8RF6-2T BRF10.2T 8RF14.2T BRF18-2T 8RF22.2T 8RF26.2T RF30.2T 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 1 2525 3374 1 4224 5074 1 5924 T-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 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 (151 1980 15 2322 16 395 589 1 1135 1514 1 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 c ) c ) U U UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1 '-011 DG 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 F8F16-1B/1T 8RF14-1B/0T Q ° 4 �0 c n 0 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" o c K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED *O J ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR _ C.M.U. G Ln U.) ° � vi Ln v W a #5 REBAR AT O w ° BOTTOM MIN. (1) aU_umG REQ'D zo w `Ln d 16 GAUGE POWERS a o " STEEL BOXED w a 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 1-1/2" CLEAR J - C.M.U. Q f LL' zGROUT 00 Ln LA #5 REBAR AT BOTTOM OF LINTEL CAVITY c c BOTTOM REINFORCING 7-5/8 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 8F16-1B/1T NOMINAL WIDTH QUANTTTY OF #5 NOMINAL HEIGHT � REBAR AT TOP JUL \1 Virtual Re Plans Review Eor comPUance w, by pebra M N O 04 Q ul 6 00 L0 Lu !dam ♦ �' G =� w w 0 Z Q > `O � 0 _W v AV, ��_ vM W f •� 0 •� a: 8 Q t u •N Q� d^;� V Lu QN C p E w a Lu W LV Ld 0 �- � W022w ZIY � (D QQVQ�LL0Z CwYu- JO �0:LLU00 =0 ZU. awxo O2OOp QZ H-j Z Q ZQW �LLW�Ozp000 Z �2L02 au- 0x 5 Z < Q < LLQ 0 0 zw O� �--MO F Q � M � (n I ti Li) _e) Z U ZJo 1 2023 W coo 1' N N N ewed O O O and aP,P� [nne diti o�N Nthe 2020FBC Py(2300 O O O Klahr O O O O ao cyi CO � 00 O O O r' �- O O N O N O N O N O N O N O N m w Ln 00 O M r- � N O M O C d 0 - 0 O 0 O O- 0 0 0 N ; 0 0 0 o 0 0 0 N c+M V LO (0 I- I cr Mu) Z z Z 2 C/ CDo wo W �fA W 0 F-O Q a ^ Lc)i1 ,,^^ V J O W H Q Q z fr r. '�nm0Z V Z W N 00 0 ZLLZ- M � Lu O 1-5 2w O Uc/z Dz 0 Z U g OU o W z Q Z Lu " W o Q LAST PLOT DATE May. 9, 23 z O STRUCTURAL J DETAILS A (LEFT) I .I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2U38 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 514" *-a' PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 614" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 814" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 11'4" 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 101-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 174" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 2T 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED �•� DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL r LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOf, INAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAIUY DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) 54.5 WIRE 2 No.3 9550 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 1 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'4" 614" PRECAST 12) 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 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1 1448 1766 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 134" 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) 7116strand + 1419 1419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED 2 N3 () o. (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2)7/l6strand +2 961 961 446 872 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/l6strand +2 834 834 390 763 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 999 DETAIL "H" DETAIL "J I DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY 01111111 AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SLID #5 ( U OJ L # 1 ) L SOLID #5(2)U11)L DETAIL DE DETAILOP DETAIL'DE' &'DF' DETAIL'DG' 3-8 2'-4" -0 7 " PRE A T C S 4. WIRE (2) D S 2 No. O 3 7 4 3 6 6455 5637 5637 4'-0" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" J10 7-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'4' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 6-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'4" 8'4" 8'4" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1 1000 686 903 217, -► •► DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTRY OF #5 BAR AT S-SOLIDLINTEL -i r--ER LINTEL CAVITY [I8x16-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 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 (0)#51L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 414" 21-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'4" 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 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'4" 64' PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 814" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 74" 81-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'4" V-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 1S-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'4" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 655 655 340 645 2 No. 20'-0" 18' 8" PRESTRESSED 2 No. 3 () (2) 7116 strand + 607 607 317 601 2 No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 524 524 277 526 2 No.5 22'-0" 20' 8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 2 No.S (2) 7116 strand +(2) 24'-0" 228" PRESTRESSED (2) No.3 No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8xl j 6 L/1U] NOMINALWIDTH `QUANTRY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#SL(1)#5U (1)#5L(2)#5U DETAILV DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL V &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-0" 2'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8"6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'4" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1l'-4" 10.-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10.4. PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'4" 11'4" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'4" 13'-4" PRESTRESSED (2) No.3 (2)7/l6strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No.3 (2)7/l6strand + 1774 1774 996 1494 2 No.4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 1084 1084 615 1095 No. 20'-0" 181-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 1008 1008 573 1048 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 877 501 966 No. 22'-0" 20' 8" PRESTRESSED (2) No.3 (2)7/l6strand + 850 850 471 923 2 No.S (2) 7/l6strand + 24'-0" 22'4" PRESTRESSED (2) No.3 (2) No. 5 740 740 393 772 ; :'''a TT•1 yr! w• DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 rLOWERLINTELCAVITV [8xl 6-P-1 L/1IU] NOMINAL WIDTH I `QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID *5(1)U(0L #5 1 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-B" 24' 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 3-0" 7-8" PRECAST (2) D4.5 WIRE 12) No.3 3647 9133 7835 8173 4'-B" 3-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-B" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 814" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF#5 BAR AT S-SOUDLINTEL -1 rLOWERLNTELCAVRY [8xl I6-P-1 L/1IU] NOMINALWIDTHr J `QUANTIT"OF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4S56 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc 6D 0 M (TIED OR WELDED) Ln Ln BOTTOM BARS iv SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD)) 2" 2" 00 co m iV ti 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BEARING DF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2G20) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL- ASTM A615 4.2 DESIGNER MAY EVALUATE TED LOADS FROM THE SAFE LOAD TABLES B CALCULATING MAXIM M RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 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. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 414" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 2984 3021 2320 3118 1 l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 1 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14-8" 13'-4" PRESTRESSED I2 1 No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 1092 1092 614 1167 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.S (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 898 898 481 947 TYPE DESIGNATION `••�f '� 'Ffl '� `•�'� P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL rLOWER LINTEL CAVITY [8xl6-P-1 L/1 U] NOMINAL WIDTH) QUANT V OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY J DETAIL "0" DETAIL "P" DETAIL "Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 1 L SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' - 74" 2' " PRECAST 2 D4.5 WIRE 2 No.3 7665 10000 10000 10000 4'-0" 2-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST 2 D4.5 WIRE O 2 No.3 O 5413 10000 7552 10000 4'-4" 3'-0" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'4" 6-o" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #s 1 U III SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 64" C-O" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 .`.. .•tea.• .�. 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' DETAIL DP' DETAIL'DO' &'DP' DETAIL'DO' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 6149 10000 10000 9505 8604 10000 10000 4'-4" 3'-0" 2'-B" PRECAST (2) D4.5 WIRE (2) No.3 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 91-8" 8'-4" &-al PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION [8x16-P-IL/IU] •;=;: :;�;. =;: DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION [8x16-P-IL/li ] Ids vml: j L r yaw Ar TYPE DESIGNATION P- PLAINLINTEL/ Q11NTITYO1#58A1AT S- SOLID LINTEL r LOWER LINTEL CAVITY [8x1I6-P-1 L/1 U] NOMINAL WIDTHr IJ L QUANTRY OF#SBAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY JUL 21 202 VR/ virtual Review Assist, plans Review completed and for compliance with the 2020 l by Debra Anne Klahr P AFE 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 54' Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 814" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 1 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 IT-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2l'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Recommended M O f:. u) U. 0', to z W 0 W w 0 z Q W L C 0 cq cq 0 4 MCID °° 5 N -0 -0- d M W E -= L g } Z) 0 2 o TT•� pM:g: a Q .Ns Way �4t C)-N C u^I,, 7W L 00 Eci - rn W LLI(' W O w U; Lu WtH-Q x -i xgYzw z 00 JO Q�-�NO?�a�yELU0LL Q Q U = d 0 Z LL LL O Z 2 O 0 Z Q au)x 0-Ow00mz= U a>(qW wv5wwQ0w J O O Z U, W CL CL OL a0M¢-QF-.H62UQi1 Q 0W =a z ILL Q O FQQ • 0 Z CN !O �F-cMO Q W 01 r- G v/ H cM Z V w w J O N N N O N O N O N pproved o N 0 N 0 7th Edition 300 0 0 0 O 00 M c� r ao 0 N 0 N CD N r- N N O O N O N O N O N O N O N O N O CO .tn 00 A' O O 0 0LO0 0 'O 0 T 0 0o CD 0 NL0 N ; o CDo 0 It, o o o Lr) 'It N CM 01 Cfl ti 1 0 00 (n z z o O}' W) owv� 5: � V_o�o ~wwm -0 V) ZWF- Lu [) Z (�Ot=w N Z J 00 >-x2 M �zQLL z x � w N Oz �- 0 M U�Z, ry Z Z Q 0 U OU O a rn Z S12 J Cf) '^ UJ 0 0 LAST PLOT DATE > May. 9, 23 �J O STRUCTURAL J DETAILS A (LEFT) RUBRIC R A.M4 Mounting Rmckiilts,'T D Gaxigtfs 4-1 ?2'x 4- U2'X 2-17" See Anc lim Sr-fiedule SON 1 Q'C4aL A32 1T)'P.) 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F~W 006m Lu Il 4wdtod CM 115-i9c; WbCaftildey! 0aa Aftwnea" 0~aarau MOM& CKMG ~ L41A V LMno em MULMAgailk 0"Aw hu.- &RM_4J5LV_ omwmd tg� km*l gum 100,9CIA "MEIII-q-19M MAN �d a .ta 01-k.9111efift 04. llftlwym 9W1_1ftnM to RA54FR. MjL.,9e Kftslk mpdl %" I$L"o CA*�l om OC141021 Y_ Y_ KVK - - - - - ---------------- March Q-4 1W is ilk As required by Florida Statute 553142 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed belo%.; f they will be utilized on the construction project fbr which you are applying for a Category/Subcategory 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 +67,01 67.O psf 12/31/2w!1_,D Therrr aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/311,22 10J26 Thera aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 1213 1 /r2 SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psf 12/31121_1 'l .B. PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayre-Dalton Series 8000/8100/8200 #1105 (8X7) FL8248,3 +31.0/-35.0 psf 12/3 1 /2-0 Wayre-Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12,131122,023 Wayre-Dalton Series 800018100/8200 #1124 (16X7) FL8248, 11 +34.4/-38.3 psf 12/31/*2� D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747.and 847 Single & Pairs of Doors FL115371 l'islIA (see inst sht) 12 / 3 1 5 2. WINDOWS A. SINGLE HUNG MI W ndows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2C2.3 PGT Series 5500 FL239.2 N/A 7130/2C;'_' Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2C-i Pella Corporation Pella 10 Series FL16603 +60.0/-60,0 psf 6/22/2C,,23' B. HORIZONTAL SLIDER MI W ndows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1 612C,2 4 Pella Corporation Series 10/20 FL11 161 +30.01-30.0 psf 3/27/20,23 Pella Corporation Series 10 Sliding Window FL12811 MIA 5/2512031 C. FIXED MI W:ndows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 41312073 PGT Series 5520 FL243,5 N/A 4130/2045 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/20 2_4 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5125120 3 D. MULLION MI W ndows and Doors Series 5764 FL153512 11VA 12 / 3 1 PGT Series 5500 FL261.1 NIA 5/26/2,:1_' E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL131921 - FL131912 N/A 12/ 3 11220" B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +75.0/-75.0 psf 12 / 3 1 12� -- 123' Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544R5 +54.21-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS k ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124I N/A 12/1612f_l�5 B. UNDERLAYMENTS; Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N/A 6/29/20 2 _31 Plyglass USA, Inc, (for Tile Roof) POLYSTICK TUIMAX FL5259 NIA 12 / 2 3 1 C. ROOFING FASTENERS D. ROOF VEN11LATORS NOT IJSED Thompson Arch Metal Comp. Off Ridge Vents FL169181 - FL16918-4 N/A 9119/2C'-'.t`� Florida Metal Products, Inc Vent RV 10 Fl 21580.3 WA 12/31717:-,2-47 Lomalco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12 110 5 E. ROOFING TILES floral Tile Villa 900 FL7849.27 - FL7849.28 KIA 12/3112`2,15, Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 1213112'�I�5 F. METAL ROOF Drexel Metals, inc. DMC 100NS. DMC 150SS, OMC 175S, DMC 200S, DMC 5V FL176791 +0/-,180 12/31/2;7D'25 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL150761 - FL15076.2 I`NL,A 12/: All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2_-"'3 6. STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/311dr. J" MiTel, Industries, Inc. Truss Plates FL2197. I - FL2197.5 NIA 121131/2 '21 .6; C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL. LSL FL6527.1 - FL6527.5 N/A 1013112�'i'23a D, MATERIAL (Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/_11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL177. A 4 NIA 512 5/ 2 0� "- 4_ The products listed below did not demonstrate product approval at plan review, 11 understand that at the time of inspection of these products, the following information must ""a a\railable to the inspector on the jobsite; 1) copy of the product approval, 2) I V lei iz VIA to] M =DT.111 fL, 6"kic9rig P f eidl4jrt Ap w,,,A A li L W tor DvWf 14sSistoAc- R. .1 oil c0mv e jth' -%On 2020 ftans- P- compliance r '4 Fl:rIi'71rr B,l 45 F'Irc'o�'.o al R4z ApTnDvai AptAcaum newn b �J - I Q-aw, "N' Yj7 5 PrCIfl''_C,Crjap Frodwtt AppruvalApo, anion Detall no- Port, OD4 J 1., AA' w 1, ya Ul;� hrkrt 9-5�w ia_v=c. &I-1 16111.Q rr ­f, "i Fm 611".': cma: 'V, L'Achnq C",dIW 'Jitd, ":4A ppur­­l clt.il Ao' *014A, (D sufth� CU > O 0 - CL 00 < W Q) ',)��ET N& P"� A 1.0 Florida Department of Business & Professional Regulation Pogo a .9 Fiords Npartmend Tf Business 9 Professional Regulaligir. P4,:K i A, g Building Codes and Standards Build! g Codes and Standards vszu.i Product Approval Application Dertall Product -.Mount Applicadion Detail wit FJltlilL$d Q& 29 RdLE111= 21k m varloars monufachurK 22111114it Erai & LiGonst Validated By F3Q Agagilloal Approvep Slatu Szk Gal- :Z ad, 21s, get 21119 am R-iisi- = Theonnot-TruCorporalloon 81-Jousilanion, Lyndon F Schmidt P F Ryan, J Xing P E. 10,071M11 EQ161=rl I on w1r,211 I Zn F/2f121 App-ed Ta. vt9kil MICUNMEA Y41dahlvi mAtA*d 4144109A4 Frato Antra Aparostild 190,16 Category: Exterior Dgions, (6D31 U3-7" PE-411AW (013) 767 &S56 Aftofft" 20N PST]rW.utas issui R—sk al. -DrnJiBCX-1,-CFP AL i i I t`sjr„!TtQQ1) AM. ­4 Su .Sea eigrong Extersa Door Arstombbeir S)RWO da0fistoth e Wi air 'A CO (94 1 l, W,011 M �1_ � 5sK1 Compliance mem*4: Evolvation Report trip- a In Florida Registered Archilhi W a Lice2e90 Flas ida CwolraeNWhud- CentiMcnior, slark w Lihirli; all Prctassiarld Follinoor FLA2W1,R7 Praducio; Apirroved for U" Impact Quida 'Aflut roloolad RUA ffixi or Mm luuaift h-warras ftzw plurualgEr cWtold JulevAimlar Austrinel IV U1. AscuIlledfurs use k1legur Qdusi kxft Ithigialm li:adpri, ar seas Product Model. Number or Name Product oescilritim Contract "piradicurs Date in 44KZ octardis HVNZ Resnishral proranigove 2 Ak55m, tutor lbord. anPrneir ytSvest Piucriw.s- 0 Y., ,cif rr;a I a. "Therri Teg Fiber-Claseast and Snisooth-Stair Nominal 4$039,8 8quo: Nor-Intow0ft-LC u I 2131f=2 NO 'rina NO NfiA Cornpoistre Edge Fibers Woria, Single Door Xcurdlouration) 2 L 7bornse-7tv Rrow-Classr and grim,-Sta, Opaque I VI No Yes N11 NVA compoode Edge Fiesig6a; Single 0" Won siciagillas(si h Aragongtro'",ranig X0, OX sa CXO croce.proncrus, 3 it Thoving-7 ru Fes -Claude andSmortini Narinal 69*34;8 SquatiNan.innignot8quut Opaque 12*1 Q10122 NO 't'" Nei fqYA Frigirrolaill, Com"Utis Edge DrAgrills, Digi -ft or Without Sesirliessa XXsr Q= acinNigundions) 4 d ThennosTruribritClassic anti Surouliti Nomingil 7ailr%rti Sousa, Non-Irispactiurtuut Opaque 12i31=22 br, Yes W, NIA Competitor Elogre Fuldergiass Sling. Door i(corgrigurston, 5 a 'nemigreTru and Nornilgal Opaque I 21311141-11 No yes. NO rVA Gctrtpodgte Edge roi lass Single Door ;oath adoure(N (Irliniratounvarre, XO OX Of OXO corejudentions) 15 1 Thrarroa-T, u Frilder-Classic arso DAM' om sari apau 12.,31-0m yP5 W rVA Florida Departneirs J Business Roguistior ­41 Coolsocalte Edge Elloonglass Sing 6 Door Builtxj Codes anal Standards V5?zj�ll rinaharriarOutorgana, X confiRk"ahor.1 7 9. Tbeirrist-Tur and Smosith-81ar Nes-Tintal 6409;0 Operne 121311 Jt= ,law Year No NfA Compasiter Edge Flitiorilloads Sing le Door th ProduCtApproVal Appuld:~ Detlikill 90, OX � QX0 Is Nortinal "00 aquortlaon-frrupgrigilliquat Opaque 12,13iP= 140 Yes Pk- NTA Corrigalli Edge, Fiberglass, Double OW " W ram K9 L.2-, car. Poodcal 290 .*,*A Sidgill"s XX or DXXO IAK Hailignigg's C-grar & Lmom Ydwtt�-k LVIAWWMMI Aludlood 2411a ysisum wagat Y.rl14141 L Thernta-Tru Fribei-4. and SinsgillPita, Ncrourial Glazed 12,131 mm 1.4* yft NC` Wok "*rwm _7020 PprT Jins Forrisporai PA. .0.0.6cco-CER Nva-DarsoRCCO IAS -- i Of'Orl X. S20.v, 111nIt2C2c. V-P,-d Ocirlsomars Edge ritioniash; &rro 0 Door CategixtrVilund- (ta r4Oulxwh2, X conligulabord ailacenalatin Prod 10 ¢ ThaurrurTru Fiter.Coassic am Smoldre-Aaf N' " Saoi JIlquatilaim-lepigoolaqum Giasad llr3IM22 Yes, No MIA C-90- Marine: Cturthstel, Ui ua Ustrig Csintoossi Edge FAgerguiatir Sing W Door wAhr Siderle(st ill oarosinglOutsiolari X0, OX or OXO Fia2444124pradetta araa11 AMQY"-fm Apsoodgel 121 tan 2&LIW- k Thersirts-Tru and Nornnal 6SO239:6 16quartiliton-lerponstrulAst Glaii Counpossat Edogs Filistoress Ooube Dosor edit or l2rW2022 Ilb fe'll, ING NAA Said# loosill Model, Husts or BUR Plodmi lonsurrharcer, coload Eniodurn Dar wmm in HVHZ We* gratudent Pre— viddrourt SlIasaudd, xx Of Oxxo PAItS20 rurros, Mloaili, 4ripsin, 'Anal ini 0rIn4a. BtlaSOr2t12y vat Y- Y- IVA 12 1. Thernings-Tru Ftbeir4buitic wit Nominal 7&M;C iliquattision-niparadi Glazed 12451=72 NO Yet NO Nils carnossola Eager Filorsorski susgo; Dow X =%glurador) 13 In Th--T. FiliaeriChavuA and Snooritha., N-.W 7&M0 Sorturgotri-imiggost8qor Graxi I Zal =22 rie, Y- Tuor NIA Cornporgar Edgy Fiberglass Single Door gains .videllso(s) 0 OX or,O)(i) ponfigurations) 14 is Then-&-rina Ffter-Choole and Narrates 8801,39:0 Glazed I2J3112= No Yr,$ M WA CoMpoftlits Eager Flb&VIiM 5irugie Door milaw"Wourbsuri x corglauturrinn) 15 o The �il`ru Fberr-Cersiao and Norrinal Glazed 12n1G(02 Na Yes, No NIA Connector, Edge I'lloodgrass sligie Door with 5idishas(ou fil roavlof0stairein9u M. OX or OXO oanriguradonap Florida Departmem of Businew & P-ritmorgal Regulator; Pop I Le I 16 p TherrinieTru Fitter-Claiii and Smolith-Star lasontrial W"o &quot,1Nl lrpacffiqouk Glazed 121151fX22 140 yed No safg, Ruild, rig Codes arid Slarsidards a,w'.?iuIT Composite Edge Flitionglaso Doutola Less" walth or adhoul Sodelites gnswiryDut4mng, )0(or O-XXO conligurrobturol Product llpproarttl Appillicalson Detail 17 a Thishare-Tru Fiber,01assic and Snioath-$tar Nominal CUM aquetkon-Introxtuiast, Opaque 12J31a° 1,1ib vs$ role NIA Comproft Edge Rkinhoss single Door 4th Transition jiusaaricarDaragoing, M is I Theirw -Tru Rlarn4gissit; arid Smooth -Star Naslunal MOW 12trOla022 W yel, 140 NrA Kirri'Lor QM pilis Variant" om Corrhoossiff Edge Filgenglass. Single Doarodh Ira yacta Sainulauxuror immum YAW= RW13= Fai. Awrolo An siarl", Sate do and Tria,sions MX W WX0 earafigureaonsi R1,1446t.+ :1" J-asrri Pordat w0wir Pneculitar, imL. CMA'doOC*i V 7 arl- Tan u" itarihord P E. n"G,^-t III A?X-01 O1;W021 d6is FEC Anp,, 19 a Thertria-Tru Fiber-Chussr and Smooth -Ref Nominal Opaque I:. I 1OW No Yes 1,41 NIA ostogar. Panel Weis E xrl 54541SI; PC i$$Z ss", Composite Edge Fdairokete $indgra Door rsoch Issicadegary; arkno rhodell -luicsornaij.'"d Siddlei (4—g Ldxsoisq )Xi, OX - 0100 CowVWto Ombo* Enluelion Partial Pcrr. a- Corrorwris Head and FA cisefitiLmishorgi Polls Programed Arch uset or. LAts,"I cutting 20 t Therreas -Trij R Ilaar-Clastior end NOMW41 89*39:0 Opaque 1213192022 No "Iss, NO Pi priahursorrat E'latiers, Gcoiplosto Ed" Piestiologiat Singurs door gab Sasirrist )V-, OX or OXO 21 jilew Ealadidir Ccrltouuou Head and 841 coorptrations) 21 u Thenr&TruFibw-ClaimraoLlSocalh-SWr Nortartill UM.8 11squor(Non-hrinvacoliquarit Glazed I 2nn1n1= No ""is T10 NJIA shot inodull Didestlofig AMUW lix Va kum 229M PQ-hwA-?Dm giswita lannia.,tr coreposs" Eso" Fiberglialso Save Dow .0 Sidgruka(sd olo, OX ff OXO I Cararl-k Lap Seding irser-rossinap.dirs 12nlf.trtYe"d Yes 'fee IUA NVA Corbstorous, Head and $0 colsoLraborrol, 2 Rordo,priuss L" Sidi's Va. rug, Nkk 22 YTherrism-T. Flow -Crameac and 8urrooth-Strur Nornsiol 0039,0 Glued i2mirlin2 No 'firs ni~, NIA Compolaft Edge I'do, righm 6fte Dow with Stollens) 0-visiplausamni; AD, OX a OXO C.antrinithas Fasaw and SO confirgLabeardit, 23 or Tho"Tai FibroClagask and Sn000lth-Star Nominal 61101 Opaque 121311*wl No "Yes NO WA Comiloodift Edge Fittergim Door Panels rieth Vented 24 K TherTnwTru Smoulti-Star Norningli 1511,11r3oD Opaque UntrM No yeNa N[sk corrisproft Edge FirMagilar"Doin pinselsv0s Vented scssfiral's) (IrAwnlyfoutswiry )0, XO(ok, XXXX canfigrinsdisni 25 y Thetrint-Tim F Iser -Cland, and SillociftsRat Graz" QnI12022 No fal, r-b N/A C4inposits, Edge Fiberglass Door Panels aafth Vented sidisdoars) ij nsairrio0oursinvinq XX Xo(or X)= Florida Department -if Business A Pripliessionse Requistion Prfga 1 "r l 20 it TherrnwTits F bvr•Crrddic and configurations) •Hoillt Glazed 12r)1=2 Na yes, 1140 NIA rg Codes anti Stara clards iowl��T Composite Ed" Pribeirlilbsts, Uroof PQrsW% vAth Vented Siossitalst xi" r0rx . xxxx Product,'Approval Application 0,etioll 0 ra Norther OW29,8 Glazed I nir2o-- No yins No NVA Ciontricraft Edge Fb-nikiiss Single Door gAh 38AI39 0 adefisai(s) ornsernwourosounir, X. OX a OXO orwhilrundions) &24- Dole Do" !!iog- 2& 20 M. Therringiurns Fillart.0assic and Nisarnissal 68lso9i Glaged I wli`2022 No veli NO Nris -T%u YAlt- NAM&MM collect " item uimalut Valdisdard lh V ta sult-trad Fulsohoo-al 69 61- cornposser Edge ribettirmass ocurale Door .0h Ria"-. 2020 T-MKrj atfiding nliIdj,.r% LLC suntl U. nor, �.N.nsw, J.Pi. OV PE tCA-ZQ= 0509P�XT N111ZION1 0)m Congruity. Poofirs ioF� ON 6,31. PE- T�2 1-1 29 zD, Theirria-Trij Riten0asesk and Sirsooth-Sta, corfauriston) 1=112= No ym No WA k- . antiduarilo Cornposvla Edge F-bgrossrow Sit Door with 30* 0 Conslillaroo RAhar9g tMaa.85if1 Riloorr lrIr r, Scorwor Vniwroggo-rdisainG 1121 OX ar, OXO F-11d. Repir-stil isuch{tad - L-sed Putrid. =13,11-P16 PcierrWIonal E�gkri 30 Ind. Tsa�--Tiu FiblinuCtagogi and Smorith-Star on -I mpocMciorst G gazzArd 1213111= alo Yes, too NuA Compostras, Edge Flarighords Doubts Deer with FA"294.9$prwutb 33111 Siduseal; (In amint rOuts wristi, OXXIO seuddiii, juslics, 31 go hermrus Ta-TFiled-Cheagcorld Sn'tooth-Stat locAftguartior) NOM"01 7&M9,0 ittl0titan-1 "Oldluir.10k, $tog Mari 1213INU22 No Yes No Null, t.o a prourict 11114*11A tieribsr W Never Parishes, Dersagri LAadirdo fitzurAltarl vs. deedless U vat Z" in HY-2 Pbhlwti fivid,un, sonart apasid4 Gdoir Glazed Fiberglass Single f TANIKO Roof Jorknornaeuris IVPVTVI siods-contageou.,--ir, r-ni, N'T MIA ilia, Dow A4 or sadfidia MOKS02 &delkls(s) arsaiddslas onemerlifoudegrisit X. OX, XO or OXO co"Nuriesoni 2 TANIKID Ross LIANNyonwinN I Y" N"A agnetutixor5 Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15f2022 FLN920-R21 202 Ently gr 2a lillarvion manufacturer Carta failklm V_altdated By y1fia" %"12g alillil . 6RRMyjd App—ed Revision 2020 PCILYG LASS USA MauryAlpert, License John W I1 1i1f221202C. FBC Category: Roofing S954233133osmaopLrbitpolyglass-oom Robert Neminer, KnezealIch, PE AWM-tt SubCategory: PE-59ies (954) 772-M4 11lr0112020 Undertayinei Compliance Method: Evaluation Report from a Flof idia Registered Architect or a L censed Florida Prolossisonal FLN6259401 Engineer ProdjI AborovadforUm Agrasisildflir limiala ga ySaudis Product Hg§6 lifurulder or Product QsaWildion Contract ENktillon Date InMZ outside "WI pre is rC I PolYalast RW(hraderloysiterds Ractrill undrailayetents iwlr= No YC4 Ng -A -WAI-622,6 I loolyglan Roof Vnilenkythents (HVHZ) lootrSiliesda roof ardenaymants for use in FBC Q`231= yes No NVA Plus HVHZ juradkillora, 2 Potnia"radif dreeirlayinerts, tot use In 12F23r2m No oes NO% -WIV-4522'5 FBC mrpHVHZ luffedictlons 1 loolilighass Rocturoodaymeris (HVHZ) fear underlayments lot use In FBC IM3,rXM yes No WA NA =udlidignes 2 Polit0ass Roof Underlayraderift (parr-HVHZi Pollsialis roof ursoemaymorts, for use n lim3r= No yes NIA -WAi-OZZ5 lg9Cnan-HVHZjudsdIpr1dni 1 Polyglass RoolDriderloyments (HIi Pollidglass roof anderlayments for use in FOC1212U= Y" NO NM NIA HVHZ jurodkitens, 2 PolVid"s RW Ungiferlaildnerim (rw-HVHZ) Prollirohisid. roof orts, f" WA In i2l`23=3 No Yes NLOA +WAI-622 5 F®C rdsn4-ndHZ jurisdictional I Polyglass Roof Underlaynnents (HVHZ) Polito hies roof underierin ents felt use In rec l2na= Yes No VA WA HVI-IZjIloididictons 2 Pollroar" Roof Underkyaritents, (rpori Poltiqlass floor underlayricerits, for use in 121`21= No yes NIA +WAI-M 5 FEIC nues-ello),[Zjundidiations. Fronde Crepertinsr of Business 3 Pr3ficSS10041 Regulation Bulirl,sig Codes and Standards Prodotl Approval Application Detail SO cr I "tv"I WLWM liga W'FtA 24 t cold, poemom 20 jygyffari warrighwai Re= T,- is Lijinor vvdvmg DO VMM&d A&WAIII LV-AAa= u 9-- 2"t L-- "in- JAws L Uck- A E 81- Ij ii rc1r. "- 1 i V7,12X1Ng I !r") P,�Fr Cau,pern Roofing (WlKl4i$? Ph 1242 FI-o17 ;r14c4 s4cousalsw R,:*, PA,— final ra an uldlty�Xafiga±ux Rant Irrigator Pei afire Froolino SWW Prasulldrui Fnarsxc fulUUM ftitislii Aildr: 7-,v is, igat Ala bigglail MgML BaSm or share Firaduct Gescoghonrxal Ealsrdigp ode in toau quiliggIL-ML higalilial P, ituagn I Dack-,Aj, i LIA A , TRP[Anft ta" A,, UA,4 L- Pncril.. Plo)9rpril-, PI i�. F!" virii 1ZI10ZN)25 rr� v- No -V 5 to Pis. -Ad Dod, Florida Department OBusireatiss & Professional Regulation B uild inI Codes and Standards Product Approval Application Distartill P*J* 1 C41 niAw-l"M 920 I&L'y K 213t RW% Doti Pond no Two )Lensson hanueacnare, Contact Eon -areir & tuctroge ValidatedByvilintated Suldriddess FOC Ag2rci Approved Status lonvoupri, 2020 All AnliInci Sourcre, arid Grata 1sfiA9Fwt`rRs F., L Son-rd. Fr F T-y Sonirp, F I- lQU-472i'20 -005011"?l 121114mo ApPr-ard catoolganir avitsir 4561) 712-9a82 PE- 46114il (954)S47--)!iM subcatwNr - Paroo, Compliance MethsW Eoililati Repro, firrin a rsmrs Farago Reaquiened -=ribKt or a PAIginaeor Frior ara Pirdlers" Engier"r WILH&BLEM91.1ilill Qualav Assurance AIMIRVWfOEUM ADOWNedfDrij Impact 211112an 0 lonoductt larlsougit Dquagruithosh Curriload L.p!rab- Chillia -n H oulai" hWu litiminall. Poingi I 249a Garoanti Steel Stern Parties 2492 Sidal sw-, parhert i2Y31I2r)22 yes Yes ye,; NIA. Florio Department of Business & Professional Rogilortion Buldirill Codes and Staindards Product Approval Application Detail 1102li 302021 Florida 0oportmorg, of Bumness, & Professional Regulation Solid V Codes and Standards Product Approval Appikaflort Detail F.W 10 T Enft orEns pYa Dar goddess hh" 1103 04aptEAlm kAt BM Mxiurarhar caltial @rid.- t LI— kiltilitallk *.Malel SM11114,11 "G AmrordLION--l-A Ili- voting, Manufacture igs.19 &02'192 h ULOUS xtaAtt& WdMoa RAUJIM EkLaMensull AgLm-.Ig MAL& lienisgion 2020 ac knor vam. MCC 6.51. Idur, senaft. 1, LC icc Purisrusba, Ual'ice, (1A)IM23 12023,2022 011MV23 Apprioi Rower 20 zo lartarmarrusar Iste fla- ICL -ru.11-6arsoare Ll-r goi-ef". At: 1211112m21 1 til �Ts Molester. Strusal-I darre-evin. (QG2}aw4m Luc, cAtom: Souel was C011p4oneIi ?t3) 1124-4476 lulaCalaritons. Trusis Poster visaidessithre (205!1592-9901) SubCatergarry. Enputersord Lunen c"llionagossisduaddegawailon Ropprilrei erEvaluates, product egstioam FlugstZiAtLaxaft Fuco.ct E.1""An Fth, PLAQ1,914haleaftilds Qualitykinialm Artureved for Use Moorland r. u" WMK4 Gnim 9AM61SAMIS amidtlei & site aii(xistilliz J14 mw 22AM Pirelli ntstdpbm contrast caskation Date it H asialiallor Previous; IMA eroded ki, 4k Ossirtragi Eavirelar Qjljr in tfs111 10,111,01 HN^IItuamag "arou" 2XILA I an aAHS is g. Not "tarodi wrinas cornedor plate I irn I MC4 2611111111: yet Y's HIA WAa1k+tNt'11r1Li?Wililead Vivere, 0ilia, M. Yin, IVA NIA 2 11,118SPI9 to two. WDO 110 suw4h treat laralled" owe 11-131 M-Z4 Y" Yes NIA MIA 2 foralle. PS. Partner 4ranuid L.,4- N. Ssnr ti:i NIP, 3 Mlle 16g. tra.-M-Phiss, IV31=24 yea Y- NfA "VA TesieStrii LSL Nr'Ids NVA n'A 4 arli" 18 9% Not lotleassigil, loda corgincler IARM 121311 Yes Y" NIA NA 4 TJ Pon save NG. Yes NIA WA 5 11,1720sm 20 us hills, hearro. -. -ecteir Pose 1:,31,0024 Y- Y- MIA NJA iPar. 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H'-t%J7 %&,o 24 ytal'or v" G/wW Door (71' w 37°1 06r24rJ(V2 NO Ym NL• :t.,_.5 ~411"0 Paw Finad'D'Orw ;aweuma 47-t7C. QHr10rJCs2 w Ym Runda DepaMnem et Bigness $ Pno(e ssuonal Reg6ation Buslifiilg Cocoa fvYd Swrillsrdo Product Apprwsi App etbon Cat" L Jt+d e{yvP1w, 5ifN1, §*1xtYA uYttAr4'= 'gc � �• Frt gar Pnd ur! Oetc"F';�n tt err ':2- F arpc hxcv, N.A,sxav wk-W.-_W. NY =41' 5VS-5456 I 4n4aY13 I Qft Dft q2F Pa•d-a twdlwl rgCAN/rQvs AQro2 svw ,,: ,4--<!7C �"✓•«%'r10 si'"[7:lpC Agpwcd Stp4l1T AMVf4rlpa AP.—"1V us4 xPaiR•wd rr� 4.a I'li man Csnr�'E-x�rwisw_O11! 'nMNi2 (A.'�•W N_YNT �►�irLSM PA+Nu'� rr5:"+3r"<G7 lirr. Yr 10A I W egg\gt' �pC• COVed I \Rev\e d aP P v\rt�e eomP\e eZIt F8t lth P\a°g R an�e w %,k%% K\ahc P�'23�0 jot comP�y py'a I March 6 2023 (3) QJ Cf) >CL U Q Q, �2 V 1 „gip C/) .•►�+ Cis m U) U O O OCZ _ d 0 U E L Ql C U P— -0 .- U Q Qr� 0 L 0— C) a� WIN@ ,a ao aC a. w C- Q z .J z Q J !Z SHEET NO. F" A 1.2 - ------ --- > 0 Simpson Strong -Tie 2020 FBC Approved Products upuilred l2rilitr'-fill Simpson Strong -Tie 2020 FBC Approved Products Uinial 12,7XV2020 E= Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products o 2 Fardirecilini ail 8STapprovalisluiledbelow, gu4;,&dgl3 For ai lritrsio all SST appritivals tiled bel �UCCCI , For reel five; to 0 &ST IlipprNals tiled trietciv, 5a additell informatudin fettendling Florill 8tatewilde Product Approval "il and M&M-Daide County Notice at (VIOA) CULCE-b-L"Iti For #Ads lontal Infarrel on lIvigardarig Forml &MO*Me Prol Approval S,;lerr. Ill Me"47advir Ccontr Nail a -AG,-i Iin"ril !I;!�' I et For additional rrilicirrarIon lifteraing Florlda"s Silittimil finx-ruct Appi %sai Al 'Affirn-Vill Cornty Nouil eXroapnial ,A iv 11 41! C3) C) It FLI12356-fit? EL412MES FL#JO4WR5 I Vii �i 1� Fa ,",, -n r 1 1: -w_ r,: I,,- a, li:- vii i UV It 03 -M , Cl) C) 101 Product Model, Number or Name Product Descirlutil JW Product Model. Number or Name Prolill Desorption IMI Product Model. Number or Name ProdUctDoscripition vc�, on -J,-% i 8, 1 il-r� Info, i-olet, [I,, Ig vlldt or 0 0 I Tilen Stainless Steel Concrete & Masonry Screw (TTN-SS) IY4" darrettel Titian stainless steel masonry screw I A22 1, A23, A33 A34. A35, A44 Anglet. 1 ET, l 13TH Brw,* Tr-. L 2 APi APM APA8 APl APVA4 APVAS Outdoor Accents Angles 2 CMST 12 OP.4i CfySTC15 Coiled Shaps 11: .01 w; rl,n'I' IF;" "ryll,"Ih r rY.Lt ir4_r,t fil 0 3 AP844, APS44R, APi ApWft, Ani APII APBI DI O, Ar 3101 OR, APVB44, Outdoor Accents Post Bases 3 a514, CSI 6. C51 8f CS20, C522 Culled Straps SIR, :;rd w,ghl rzr:l!­.J Irn'l, iir-1 IV tl- 1,r 0 ZUERM APVB44R. APVB66 AINEWWR AVIVEM, ARVE388i ARVOID10, AP,13101 DR 4 CSH P1 A, CSHP20 Coiled Shape III rf n,�� - 0 4 APDJT2-4, APDjT2R-4,, APDJT2 8, APDJT2R-6, APVDl APVD -ZR-4, APIVUI Outdoor Accents Deck Joist Ties 5 CTS21 8 Strap U CZ C) > JW Pfvduct Model, Number or Name(Conn APVDJT2R -6 45 DSP, SSP TSP Stud to plate tie Fx,e,rl Oil -0 E 0 1 SDIOI12DBB Outdoor Accents Connector Sview, 5 API Afs­H45R APHH610, APHI-1611OR Outdoor Accents His Hanger 7 hil, HIDA, H2,6A, H3, 46, H7Z, H16, HIOS, H16-2, H16�2S Hurricane Ters LI it 0 U, L_ 2 SDQ112,SD921ZS010II2,Srr1O_212 Strong -Drive SD Connector Screw 6 APL4, APLO, APTA AFTS, APVL4, kPi Alol APVr6 Outdoor Anceffrq Land T Peann=to-Column Tlec a H(' T_�i , HCT-3HGT-4 I Heavy Girder TiiedoAr I nd 5c 7 l4s lrr, r: .7 1,, If I,, I, fr-, I J '-"�l F' - Y) 3 SDi 12519r 5=1 2SS Strong -Drive SD I 'cinnecto, SS Screw 7 AFI APLH24R. AII APLH2eR, APLHZIO. Alall Outdoor Accents Light Hangers Q HS24 Hurricane Two ��j Er, I ig, litL.1, in JI U ':L,: o Ill,, 4 SDCf:22434, SDCF22512 SDCF226114� SMF22700, SDi 50CF221014 Strong -Drive SLAP Timber-CF Strew 8 BVLZ Brick Veneer Ledger Connell 10 HSS2-SDSI 5, HSS2.2-SE)S3, H&32-';Ii-S0S3 HSS4­S[*3 Heavy Stud Shot, I-acv,-ro il,�d:�r Inrpn,; Irl f,,Nil; r-ir ang firo- 1-1,11 17tv! SDCF221134, SDCF221334, SDCFZ,-1956, SDCF272358 9 CEIT72, Cil Concealed Beam Tea 11 HST2 HST3 HST5 HST5 Straight Straps rL,,,,,j lrol,t 5 SDGP2i SDI SDl SDCP22700, SDCP22858, SDCP22912, Stirong-Dril SCCP Tpintil Screw 10 GJT3Z, CJT4Z CJT5Z. CR6Z Concesed Joist Tim 12 HTS`16. HTS20, HTS24. Hi HISX, H1 S30C, Heavy Fairs? Strap 1 15 "l 6 SDi 100, SDCP221134, SDCP271400 SDHR27400 SDHR27614, SDHR31400, SDHR31614 Sitillorg-Drive SDHR Combo -Head Screw 11 12 M14 IDS Deck Joist Te Dry Wall Stop 13 14 HTS0,151i HTS020KTZ LFTA Heavy Twat Strap Tight Floor Tie Amchor 'TIii ro ',oiilr3 a��o ;ll ,$ 7 SDi 12 SDI 34, SOS25200, Sll SOS2WD, Sl SDS25412 Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC;4 FCS Framing Clpa 15 I-STA9, I-STA12 LSTA16, LSTAIS, L_cTA21 L.STA24, 1.67A30, LSTA36 Straight Straps C�V, ells.. far" D gs vw�;r�r llLL�,� avp:�! 'r.,nir 41� SDS256ML SDE325500, SD­_Q58W 14 FWA42 Foiandatton Well Angles 16 Ln4g, LS`H73 Straight Straps Zka-d ,, Iry voune forge r5 8 SDS25112SS, SCS2520OSS, SD525212SS, SIDS2530OSS, 5OS25312SS Strong -Drive SOS Heavy -Duty Conriecti Screw 16 CAI CA2 Gusset Angles 17 LT820, LTW bridl Fa,,i, Ill hal,v­s ­pi4tl il� val i �nq flrn­ 1 11, to rl 9 SDVVF2716, SDilill SOWF2724, SDWIi SDVVF2M Strorg-Drive S0WF Floor-tio-Floor Screw 16 H2A, Iiii h4b, HIOA­, F11110S H14, HCA10 Hurricane Ties is LTS12 0816, LTSIS, LTSA 1, ight Tvitst Strap v, , and nrr&ts rill'i ;l::I'Ll irc, 17 H= Heavy Concealed Joistrult 19 MGT MediurniGinder Tedlovm 18 HH4 HH6 Header Hangers -10 MST27, IIAST37, MST48, MST60 Ni $Vall Straps FLMOM7-fill 19 KEISIZ Kneer-8E3CL Stab-lizeir 21 MSTAP, MSTA12. MSTA16 MSTA18, VS1 A:21, MSTA24, Ml MSTA36 Ml Straight Straps, Fl #IDfll 20 L30, L50, 1_70, LYO Angles 11 11 NISTC40, MS�TCZ2 NOSIl Itl Slaign'tStraps 14 JW Pr6duct roarName 21 LC174 PI Cap 25 MSTC48B3, lvJ-,7tl Pre-esrf�Suaps �,2a 9 prQtl I'llo'ggi. Number 01 tjar�� pc2dwcl Descrigtion I ATR31l ATRIfZ ATR&8, Al Threaded Rods 22 LS30, I-Stil L570, L590 Skillywable, Angles; 24 M5T126 MSTI36, MSTI46, MSTICIO, MST172 Slitrai Straps Ll 2 ATUD5, ATUM2, ATUDD, ATT109-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSC7 Acliusl Stair Street Connector 25 MTS12 VITS116, MTS18, MTSIX Yl to-SM. MTS501- hil InTwist Strap 3 UP31i 124"1 BPI/2-3, 8P516-2, SP518-3, BP3?4, 6131 BPRTUI belahing Platers 24 L$Sj.'6LZ. Lat�,;26RZ, LSS'J2&Ur L_qSJ28RZ, L55-21OLIZ. LSSJ[2i,,��Z Field Adjustable Jack Hanger 23 NCAI NCA2x12-12. hlf;A2:r�,16, NCA200 16, NCAN12 16 Birdying an�ii­� -,1­qe -Itl oL. 4i t 11 ranc,, 4 CNW318, Cti CNIVvill CNWi CRN518. 112, CNW314-5M Coupler Nul 25 L&SRI 811, L&SR2 1. LSSR2 37, i 5M LSSR210-2, LSSR410 Fileid AdiusLable SlorreableitSkeymblie Hanger 27 RCIAl RCINS14 161 Mal �,A 1�e -lni fA- ,, -�� fo. -4, il� -4, 5 CTUD5l CTUDW, CTUD66 CTLql CTUD76, CTUD77, CTUDi CTUD88, CTUD97. Coupling Tarke-Up Device 20 LTP4, _TP5_ Tie Plates 28 RPS18. RP522 RPS2P pepar, Plate Strap ;e I:- ,io inje lir;ewi. a, P ri �vr.lnl lr�-ng trx,, 1 ',2' t,,,3. z CTUDl CTUD99 27 Mi II Mill f,41_228Z ML21OZ ArIlles 119 111 Shi pate Connector 6 H3, Nil, N5, W Heavy Hex Nuts 25 MMHP Root fre.-C-own 30 SPI SP2, SP4 SPI SPe d Plate T fic i :.:,..3.l'I rI nrr ul 7 RTUl RTU03K RTLI RTUD413. II RTI RTUD7, RTUDS Raticheling Take -Up Device, 29 1,41041,4C Hinged Root Carrel 31 SPHA, SRHp, Still Heavy aid Flake Tie 8 TUU9, TUD10 Take -Up Device, 30 MMUl NIIII[LU213-2. MVIL1.126, MMLU28-2, ItAIVILL1210, WL0121 1, MMLUQ*4. MML01311 Face -Mount Hargiors $$1 5. 1�r�2!i� SSD. $��4.5 1$wd :ilhoo ),irl at, o ro- 1.4't 9 TUW38 Take -Up Washer 31 R8C REiGP Root Boundary Clipli, 33 S7 9, ST 12, ST18 ST22, S7`2K, ST2122, 5r2: I ST2215r ST5-21!. ST62-14 &re'r'-43 Stralight, Straps !,31 '-d'Te 11ki" J-c, -q Y) - I' t� 3 1., 1D URSS Vi Upfft Rod Run Tedown System 32 RST-3 Roof Tie-OaIi 34 782q TF327, T8?0, 7636, TeA2, T849 It", T91:t6 Ta60 I union Nag Ing t; I _A­w-, I, "sec'r,� ne, Iro�­ i In 7 11 URSA 112" Upli Rod Run Twedown System !,�S RTC227, RTC42, RTC27 RTC44 Rigid TO Connector- _A5 TWII TW612, 7AE14 *All Bradir g r; It,),,: i 1 1'4' tk, ] ' z 12 URS6 54' U plift Rod Run Tedavvin Syst _U STC STCT LITC HT"-4 Truss Clips 36 1 Vi VCTt Vanal Ptch Gurdivir Tipdowi r IV's I, Dl­�-,'-­.,­,_, ie" rl� Q­ItS' 13 URS* 3/4" Uplift RDd Run TiedovierSysterni 35 TX37, TJC57 Thies Jack Clips 37 V,,B10I3 -viViSirlifto, 'N1812A, ArSl2f5C: 141C Wall Bracing I,, IS 35 Z2, Z4, Z44 Prarel Stifferier CIpIi I lir r, P 'Jjre ';Jf I JeQ 7' FMO441-RO ELM0551-ln 1:l-' �le'vv hir-Te - - -�p, a-sje -wiqeil� a jr.,t ri,w,%.'r',ro-, I till'!�' to FL#104yi "!7 Product Model. Number or Name Product QWrlptlan FrOdUCt Model, NUMber or II eroducl Description W I DTT2 Hold-down Seel Product Model. Number or Nam Product Description CBH-") Vx5 S. :9142 37x7 83, CEH217irg 75 Conceal haingens 42 HDII HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connectoi UU, L)HU, UFi LITF semis hangers Faces -mount CDU CHI and top -flange (DHLI hangers r1j'lle `IawfyI5 -1, 'I'j- 1,, 5 S 4 HDW4 HHOCI I, HHDO14 HOU2, HOU4 HDL)l HDU8. HDU 11 HDUI 4 Hnid-down Hold-down 2 3 DSC2R-SD_cn, 1)_SC'2L-SDSS, DSC_'uR SW. XqC5L-SDR1 GBC Drug SVIL111. Corrre�ic r% Gable Brace Corrector avalI in wi --arliging from I -gilliVIc 5-SPS'and he -t, ranging born to 2.1-Ml 6" a �,d -v I -, - 71,j 'I 7. vrc:inrrr,rc w4'tc ir 5 HPi HPA35 Strap -style purlin anchor 4 HC-Pl.dl. HOP2, HCP4 Hip 1-4crilef Plate �33­SWI HC�'j�, 5D-_S�6 H 0 05.62-SDS, HG LOT, M$US, HGU7,25- Face-mi>unt hangers !8 .die ;IiN FLri �ai,q ru), 4r, t.,, a LSTHD8 _STHDl Strup-style hold-down 6 HHRC2-2, HHRG42, HHRC42-2 HHRC4(1 61, HHRC", HHRII 2t, 25 VHR C5 Y;r3 12, Heavy Hip to Ridge Ccilrecticis SIDS, HGUP.Cg�SCS rqr, la-�I� 11 lreo,�J,g �4o, Z 'I' "I" to 7 MASA,MASAP Foundation anchor Strap HHRC66 4 HGATS series hangers Fads -mount hangers avallablie in vartiliths ranging from 1-5 -'tr 1:V ii 8 MPA132, MPA144 Strap -style purlin anchor 8 HRO1 81, Hill Hip Ridge conill Jill and heights ranging "in F-SlIT'to 12-7rill 9 Fall 8. Pi PAI PA35, PA51 PA6,3 Strapstyle, purl anchor 7 ILRO28 LRU210 LRU212 Rafter Hanger 5 fil 25-SUS, HHGU5 50-SIDS lil 132--RDS, HeirtJil (10-Sil Hill-GUT21-SIDS, Face mount hangers 10 PA118, PA123. PAll PA135 Strap -a" parlin archer 8 LSU26 LSSU28 LSSU210 Light Slopeable6kewarple 1.1 Hanger HHGL9 00-60S FIB. I I, I r� ��p I -Wn jorTr wri, in, 1111 ffo -Ilr` 'i` to, 5 I I STHDIO. STHID10i Strapi hold-dol 9 7BE-4, TBE6 Trims Searing Enhancer 6 HHLIS2.6-2, HHUS25-2, HHUS,110-2 HHUS46. HII HHUS410, HHUS�5 vif],flO Face, -mount hangers to 12 ST HDI 4. STH 01 4RJ Strop, -style told-dryen 10 TC24 TO-% TC28 Tioni Clip 11HUS7 25110 ,,n I, fr_ aJnomdeni ,avng -m'i eq.,a! Taint 11 THA29, THA213, THA21 8, THA218-2 THA222-2, THA413, TKA418, HAC41d, TPA422, Adjusi Truss Hanger 7 NSUR, HSUL, HSURC. HSULC series hangers Skevved faca-rintarint hangers available in widths ranging I Llanrlyrl,�,Il L-6VW" THAC422 THA426 THA422-2. T"Ail IPW tob,11f8i" and riMints ranging frorn 4-&4*'to I5-,V4!', I". "All ­th'lrarivi,g I I'll "I'llo i,- 12 THAII ii THAI-, 061222, THI ThIl THAI322, THAJ1_12 THA142-1 Anlusiadie Truss Hanger 8ilzed for 1-lorsts Concealed flange vesiorr (HSURC, HSULC) available fai .,t �,[,nt_ J_ rr 13 THAL422, THXR422 Skall Truss Hanger couple ZX al 4X models, of* acute flange is concealed "A"" ir 7 n " 7 -wrqelt�, riwlriLh,*4np[rrq �o, , lll� tic 14 THJA26, LTHJl LTWA Mulltipic Truss Hangers 8 FITUa. HYL123, Hl HTU-26-2, HTU28-2, HTU210 2 Face -mount hangers ;�,i, firro, 15 THJM2-4.SDl THJM2-5­SrJS3, T­IJIl THJU28-W Multiple Truss. Hangers S HIU, HLJC series hangers Farce -mount hangers aviatiable, in *Kths ranging from J_g, t I•nlx­) Irvi, 11��filIr i�lnnrtq -11,'16 to T 16 TSBR2�24 Tituiss Sloacer Restraint 112" and heights nangrig from 2-1,M'su 191 Conveale-, i 17 VPA:2, VPA,215. VPA3 %PA35, VPAA Variable Pitch Cor"reciLls version iHUC) available to ail models having well equal lw iic 4, "ll qarrrtr� IF, •,vcthc r I a­:� 18 VTrR vi Tt u ss Clip greatly, than 2-916" Ill r�­l 'a Hfl 8V9-SDS, HUCOI 811;11 SDS 1L=2'�0-2-STi)iS HUCQ21O-3_SDS, �HuCO310. race�rrl hangers 71 'E' I:I' I'� �'�l l 1:Ip, r L,Inv jif 9 cyf: 11 wc in r 6' % -in Ferif r is S08, HU004ll HUCI3412_SrI8 HUCOS 2,"_S08, HUO:�S DS HLJCC6!O- _-06' 11 Simpson Strong -Tie 2020 FBC Approved Products Updated 12030r= E= Simpson Strong -Tie 2020 FBC Approved Products Updated i,25VD= E= Simpson Strong -Tie 2020 FBC Approved Products updated" Simpson Strong -Tie 2020 FBC Approved Products For dill Inks toall SSTapprovaislisted troulm, rAl�K MERE For cli Inks to ail SST approvals Md below CLIQS HERE FordiI Inks to at SW approvals Isted Wol �t.I4K F1LRF__ i T� I,- w 7 �T :.'. Ir i I 1 11 . For additional Information regarding Floldius Statewide Product Approval Sysitural and MarrivDade Oil Notice at Acceptance, WO&, 4_Lqio_d", Far additional informairon nigardinfir Floods'; Statellaile, Product Approval S ��tem ii Marni Dade Coluir ly Notice of Aciatpfarce �NCA�.:L �11 For adtitional irforlirl segwding Planda'5ttiateitid, Prollucr Approval Syiheri and l6larn-Di Lmrnl, Noll- ofPcit; licirnr I'l Vlll�, i'xJ 4 ri lil J V1141-ir �N -�A, 21 LB series hangers Top flange hangers avail in width of 1-9116" and heights FL#1 14WR5 15 SWVI.W,S1LBV1 81, SALUV2,06 !j'LLV2r37j Si-Billy".56, StLS'j2.68 VLOV3 12, Top Flange Joist Hangers ranging trorh6.&S'to 15-1;V' StBV3 56 SILBV3 62 S4,61.14 06 Slid 12, li�4_6v`4 28, Sil.gV415 Sill-Bil 50 Ili A -C ll,7 "lif .:,,'Xl A, &'AA1 i- r NJ ri 22 LBAZ seines hatill Tolpflange, hangers available in w0th, of 1-9116" and herighti, §M1 FMOUCE Mitl N U M bet or Nar" Prod=DeUrliptign 19 S&TTZ, i�iI 511-TT14, HTT4T l­l Holcovill AlIrlT',pr'_;. ^'11I r.QCt 25 L= LEGS, LE437 series hangars ranging ftcarng-VIISI 13-118" Top harrl hangers availarce in widths ranging from 3-114' to 6- 1 2 HHUS210 3, HHiJl FIRSer HRS8r HRS1" Jorst Hanger Strap Tress 20 21 StMST60, SIMST72 Sl SPO Straps 1 !a fall � 10 gal Stud Plate Ties Tit" I, fl, 14�';L% T; 161T1 I -I T 41% i-ii Iq or:( flTQ, 7W ,Irri 4'�vl rr-N I, a,l III w.. 3" 7M" and heights ilarril Inner 16"W 33-1,17' 3 HUOQ210-2-SDS, HUCO210 1SDS, HU,(-_Q31O-S0S Jlqlr;t Harkler Z1. SSP DSP TSP, Sand Plato Ties a, t I,zeel fir I J,0 , . r ie.: u t Wv, z e ar 24 MEG5. MEG7 series hangers Top flange hangers available in widths ranging It" c0ll 5- 4 THGB42 T"i THi THOUH3 Joist harri 23 STC. VTC Truss Clip �-u I�: l 16 r1air 718'and heights ranging from. �' to 12-10" 5 THOO:'r-$DS�5,TH^.,,5S-SOSAS,THG14'2-SW.THGOH3-'.3DS45 rHGQH4-SO$8 Jnist Haill 24 -9 jrr`2 Truss gram Diagonal _I- Ti,[7-,� T T, 1-1 W 25 MIT series hangers Top fluni hatrigerts avaulable in widths rarging from 10116" to t� 6 THQVVi THQVO-4, T40W4-3, THSW4-4 Joist Kanghn 25 Til Truss jack Connector �'LK' 1:,11 r,I# I I 1� i Ill aAvl 0"YJ -lwr�,w InCVPT(IfIlle Ii and heights ranging from g-IfV to 24" Tl 4 Till 1 `17-1 lReVIVIN 26 PF. PIFS, PIFDB, Pi selles. hangers Tgp fluni hatingers avallaote in vadith of II-Q116" and heights ranging from 3-31"to 7 VIP' LE IAMM UME L924: ""erge I'll Arc!, o, 4 Tla,:,"o, a 0 ?tans tv% P 27 RR Ridge father connector with 26 VP set" Inatingeni Top flange hangers available in wilths ranglegfrom 1 -9116" to liVand helightirrainging 9-1/4'to 32". Mimi 1 CETAL20 Product QCrDg= Double Embedded Truss Anchor I CCQyl 62-SDSHCG,CCQ1V4.62-SDSHDG, CCTQM3_fI Masonry Piet Caps. r,01MOSOCS bJ Deb [a 2 3 FGTR, FGTRHL, FGTRHR H18, HItl H16_2 H16­2S Girder Retrial Arol Huirricn, Tie OCTOM14 82-SDSG. COTOM5.50-Sliti OCCOM 52-SIDS3 CXCIM462-SIDSIG CCCQW SC-SDSC �tW Frail ll'i III or NjIle "I-," Pnoll W�ri A! ", P!- ?i FL010860-115 4 HETA12, HETA16, HFTA2Ll HETA.24 Hil Ernhooditid Ttr�s Anchor 2 E-CCLOM3.62G-KT, FCCLON4.l E,7,CLLQM1[k3.62G-KT. Milemy Pel Capi F1 HI El­ilf- �;,,v 5 HETAL12, HETAL16 I­IETAL20 Embedded Truss An error E::CLLQMD4,QQ-KT EC"QMLX5.5OG­KT, EC;CLRQMU$,62G-KT. E=LRQfl e2Q- a I DM"Cl Ngdel. N u M bar or Nam ABA", ABAi Al ABA46R All ABA66R Producl Druriptil AdjuslabLe Post Base 6 7 HGAMTO. Fill HHETAI 6 HIHETA20 HHETA24, HFIETAAD ku-nall remi connections Heavy Embedded �,uivs Aiutier 3 Kli EOCLROMD5 SM-KT I-GUll HGUM5 50, HGUM7 00. FIGUM7, 25, HGUMG DC Heavy ivlasonFy Hargers, 4 ��,Tnr ­%t h"'I I, I! N I�l in rilic -r 'raInfl rt.vn' ­oAr- *a Liz `­I­xT!- 4-1 2 ABU44, ABU44R, ABU46r ARMOR. ABUS-5, ABUS-6, ABU65, ABUft ABLI66R, ABU88, Adjitalitilble Post Base 8 L7,T2, LGT3.SDS2 5, LGT4-SDS3 Gridler Tiectowir, 4 LIGUM12&Z LGUM26-3 LGUM28-4. LGUM28.2, LGUI LGLM2&4, LGufAI1.O.2r Nbisol Beam Hangers HD _nAvl,-C:,­,,`�ov, ',"I[ -nircrolte a"ala.L4, ill I .7D 3 ASUSSR, ABUIDIO. ABUIDIOR ABU12112, ABU1212R ABW44Z, ASW44RZ, Ai ABWl ABW66Z, ABVV86RZ, ABW7.7 Adjustable Post Base 9 10 LTA2 KI VETAIll METAIS, ME-1i YVETA24 META40 Lateral I su sis Anc-lot In"bodded TrimAnchrr 5 LGUMM-3� LGUNl LCUNIII _GUNI LGUM410 WI*4A3.12?9 25, M8HA3 12#11 25. MEHA3.56ii Ni 5619.25, M13HA3 S011-25. Masonry Top Flange Beiam Hangers 4 Al AC4R, ACE4, 01i ACOR, ACE$ Post Cap NSTAM24, Mc;TAM3&, MSTCNI MSTCIM0 ',:4ap Tip for Mascury, NBI 188, MEHA3 W4 li 5616, MSHA3 56A 8 lyiGHAS 6Cr 2fi, 7 Tlr, T 714�r 7iiqI, rrisz­r,, 5 EIC4, BO46, SC4RI BOO, 13C6R. BO8 8C52-204, 3C52-3/6 Post cap .11 12 U150ii MTSM201 "T-5ti HTSrQU crut 5fiapfor Mailroruly H - -1103 1,1814A5,513,09 225, M3HA5 50011, 25, affiHilli 1 W fvB A5 Itan 4F MEJHA� 5Q 6 C844, C640, OW OBOS, CM Embedded Column Baal 7 CBS044-WS2 CSSQ46-$=� CSS:)WSDSZ CBSO60-SOSZ C8508i Entitled #a Column Basel 6 WHU3 5dril MIDW3 5&11 25, Mi 5&11,55. VSHIJ3.56'14, V16VJ3 506, Masonry sevirm Hangers 8 CC, ECC, EOCU Series Soled column eal *0 W ranging Item 3.11M!'W 91 and III 11496-R5 Mi 56/18, MBHUS 1,50,19 25, MRHU5 50,111 25, MSHUS 50fl 1 88 Mill SOMA, eal > M ranging from 3-5ff` to 7-112" NISHUS "115, Mi 5011le �±!3_1 LrLjg,�iy aM4kC1LQ:!1n_z mlika 0 9 OOQ_qDS2.5E ECOa­SDS2 5 Series Screlsed columni caps willi ranging from 3-IIN'to g-lfZ'andl Jill" ftdW Model, Number or Nano Product Descriertion 4,, Iri 7 ScrlInn� .vrii K.' W2 rangfirg from 3-5ffl to, 7-1 Y2" I Cniz Deck T efFull Tie > ir) CPr44Z, CPTW:�11il Camel Fall Tie Base 2 HD12, H019 4 --�4 " Fa�IL, , �JG,arc; 11 12 El:)Billill EPS44, EPW Elai EPS4Z Embedded Pod am Embedded Post Bear, 3 4 HD36, HD5L, HD7b. HLYaE HTT4, HTT5, 1-ITTS-314 EclteG Holdol �erliiiln -rev, Leg Product M2I _l,, Ill or NgME Product Descrililltin 4 XV,�, 47, r 7, ,lpl 1 jj,,,vI id _xge virtiet Hex'0'140�w ead %mmol; 13 LCB"E LCB66 Embedded Ci.;Iumn Base Il LTT205 LTT131 It Terelon Lil I V� I SDil,"i SDVI SDW=43% SOW2=468 SDVJ'Z�l SOVillQ-1600. SQW22WO Soong-DianeSD EWP PLY and TRUSS -PLY Screl iA lie"i .1!,� VU o'd, Vec'-Ainj D irlete., �o_x 14 LFl UPI LV N Post Cap lc�l. -1 4� �ii! �Y­�, X­4� _i x'_1 '24 �'.l m-p- firiilad 1--t U-1 )T T al:*rj 15 16 MPI Mpi MIMI PB44, PBl PB* FEW, PBOGIR Moment Pow Base Embedded Post Base 11#1 H&Ft5 2 3 SDIAr-15450 SI)VvC1W0 SDVi 1 giXODS, SDWH I 940CUB, SDWH 191 SDIvIl I 913000B, SDVFH 1 W OC4006 Strong-Dirve SOWC TRUSS Screw Siong-Drive SDVtfH TINEER-HEX Screw 1 (3 1 4: -_ 1, Ln lal i zi i f - c, 1 t APOINik =3 IT PBS"A' PBS48r PBS65 Emblemeo Post Brie 4 t0lion-1274005 SUAIIH27di SOW427600,3 SIDWH2711OXG. 90WH27120i Strong-Onve SrNvH TIrMER-HEX HDG Screw 1�orr; L.J. _0 18 19 PBVO, PBVIO 12044.1a PC46-10, RC48-16 PIC64.16, Pi EPC44-16 EPC40-18, EPC4i Round Post Base Post Cap I SB&8x24. S13716x24, SBlx30 Product Dc2grintion SB Anchor Bott% 5 a S-)WS16212, SDV.SIU300, SDI/Vi 6312, SDW51 6403 5DWS19500, SOVZ19712, SDVVS2240D,SIYNS2�-SMSMVS22512, SDAS2alil bViong-Drive SL)WS FRAMING Screw Strong-Dirive SDVl TiMBER Saiaw (interior Grade) 0 EPC54-16, EPC8O.IO 22 SSI-81 6, SSTE20, SST324 SST&28, SSTB-34, SSTB313. SSTBI 6L .OL,,SST624L SSTb Archor Batts SOWS2-2 800^ SDVill SMi 21000 SCYVWo-22-1 I DO SOINS221200. SD14l 500 2D P-_4Z PC4RZ PCSZ, Pi PI PQ8RZ F+O4Z, EFI EPl FPC8RZ EPCil Post Cup 7 SiDWS221300133 SD1,.W224OGDB SDWS22,5000B. SDVVS2-WCE)B SIDIINS228GOD6, Strong -Driver 8DVvS T Ql Screw (Extefor Grade) FPCBRZ Product Nadel. rij�rfl >�r 0711 Product DeScfiptlon 21 PPB"-4Z, PPS44-dZ Post Base 8 SDV%iSl22312GB8, 3DWS2251201313 Outdoor Accents Sbucturall Wood Screw t � S, -I- J!:i -ar U-- 'I F - - (D 12 2 RPRZ Re"Poo Base IFL*1 3M-R4 ti, SDVVS27300SS, SUAS274053S� SUWS275008S� SDNS271i SDWS27WX�SS, SUJVS ToABIFR F_q Screw F, SO4 Product Model, Number or Name Prodrim-1 Description io S-)W034,00 Strang -Drive, SDWV SGLE-T�D-Rrfvl Screw li z,:, :11 1` 411_-r1:4_ll1� ii�,H,�r Jlj; _v oi, I vl­-, �-ar­ -q if; [.vl i&;r �;:�n'rg Cz FL#1 0861 1 IMST12, CNIS714, CMSTC16, CS114, C-S16, C518 CS20, C-S22 Caked Straps 11 STN22 Outdoor Accents Hilex-Haluni Washer �; r.-r,- I F - I N11 Cn 2 Vr %ASTI.- -136. HRS6 FRSB: HRS12, FHAS, FHAl FHAl2, FHAI8 FHAI FHA_ kI Straps W' fta, M 2 CA) �:f 4 J&a Product Model, Number or Name FJA. FSA Foundation Anchor 33 NSTII MST160, M5T172, SIMST27. &IMST37 VKIST48 14TS16, HTS20, HTS24, HTS28 HT -WO, HT Heavy Trill Straps fell-41 5363-R 2 FRI Flat Retrial Foundation Plate 4 LSTAZO, LSTA-M, LST149, l MSTA9r IVI MSTAI5. MST, 18, M4-11.24 Stralo, 43 mil (18 gal 7:r p, Zir, il -7 1� V_: l, ip.�,� F, a, q i -Cl, CL 3 GH4", 01-14". CH4"n GH48-8, GH410-45- GH410-8. GI GHOA-S. GI-16", CH65 8, OH61 ", CH61 0-8 Circle; Harrill 6 LSTAl LSTA12 1I .- LSTAII I ILSTAI ST292. STD `-L Srl'I 15' 5T221 5 LIAUSH325 SUotill M$UBH325 Strap-- w3 mil (20 ga) Bridging �>.nrtecr.ar sig" 1 Product Model. Number 0: Narne AS 16, AS 18,Q4 AS I RSO Product Delsorintlon 18 qw Truss Plates i: 1' �,r �L­ 1--7--" 4 GLBSA, 01.858, GLBSC. GLBSD, GL87A, GL878. OL87C4 GLB7D Gueurm awnri Phil 7 LT176 Lateral I* Plate 2 AS 20H S 20 ga. High Sbeingth Truss Plate r._QL],e_C,.,IK 5 6 OLBT512, GBILT1512,01.1371l GRI-TO113, OLDT520, GRI-TO20 HGLBA, HGLBB, HGLBC, HGLSD Glulturin Bearing Fillartu Heavy Glularn Beall Plato 8 Cr LTS12. LTS16 LTS16, LTSX NSTASO VSTA36, STe2V5, ST6224 STQ, ST1?_ ST18, 5T22. Pl 28, MSTC401 Itill, Straps 154 fail (18 ; ia� 4 AS-'-n ASHP ' 20 ga Truss Plaile, Hill Plate Gorinuil XLS1,,_11L'4 r #'414 SLIC�,'U �JL�'IJqjefej U'rif TI'pnng Cz 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 NSTC65 fASTC'785 STBZ36 Straps llly$ mil ill 4 ga) je J, LLJ 8 LFP10-sm Universe I Foundation Plate 11 M7S12. Ml ivell MTS70 MTS30, Ml Ni Mediurn ""Ill Straps 4f< '��'14 P 1 7 irz tz'_r '4 X lr� !4 X li,,,L,. P Ul Universal Rebroft ."oundai Plate 12 SET 513, SIBI 81, Sill SrB2,37, S111256, VELZS6, V83 12. SZ� 56, SIB3 6Z Vill 984.1Z !�V]34 28. SyDitT715, Top Flange jonaft Hargers. I 'K NF, I i F 0.1 4 X1 1 4.',, < (D 13 EffiAl SABA2.12110, ZaA212112 SfBA212114, StBA4.1818, 7op Flange joist Hangers, Product Modal. Number or Name Product 10mriation 2! A418112, SlLpl 1 ET -HP Adhesive Anchor for none ren.- -1 14 9H I A Hurnic-nint, Tie 2 GAC, GDP, GUPl GLIPM-75. C DPM-1 00, CUPS, 4�Vl GW-75, Gil CIO, GTH Cos-actualled fastoners and assemblies < IS SlIHOIDRSIHIDISS,SAI Holdowns lol PDPA,K, POPA44G. POPAT POPAT K, VINW, PNWR PNWlp,W, PDPAV1,l Pavvi wfuatrd fasteners threaded studs, and asserrib I, 16 SH DJ4, Si`HDLi SIHDI SMDUI I Holdovvrs P-MG,-Mil pil PSVL�.-K, Pi PEF',LDPA, PTRHA3, PTR14A4 _J 17 9JCT, SFHJCT joist Hangers 4 SET 3G Adhesive Anchor fix concrete a- 7 SHFE , NO. March 6. 2023 I Leal or- A 1. 3 HIAM" XUA111-DADE C OUN-ri' PRODUC T C ON TROL SECTrON I 19*5 Sw _�05 S T%T, Rom 201 4 -2-174 ,DEPART3ZVTOF REGUIATORYANDIECON01111C RESOURCES (RER) Fknda 33171 80.4111 AND C ODIE ADIAWISTRATION DIVLUON' -NOTICE OF ACCEPTA-NC-E LN.-OA) PGT Industries, Inc. 1070 Technology Drive, North Venice. FL 342751 SCOPE: This NOA is beingiuued under the applicabletrules and regulations spovern= the use of documentation submitted has been reiiewed and accepted by?.fiami-Dade Count-, RER -Produc t Control Sec tion to be uwd wNfia= Da* Counry and odwrueas vitav allmed by the Authority Hv;wg JutnActim (AIV). Tha NOA %hall not be valid after the expwance date stated below The Mami-Dade C'ounryhoduct Control Sectou (InNfiami Dade County) and'orthe AKJ (in areas other thanNfianu Dade Coutwy) reserve the r gbi to have this product or material tested for quality assmrance purposes. If this product or material fails, topedormiu the accepted manaer. the matmActure% will mcur the expense of such testing and the AW may immediately revoke. tnodift%or suspend the use of such product of material within their Jurisdiction. RER reservesthe right to revoke this acc eptance- if it is determined by NlLimi-Dade County Product Control Sec tion that this produc t o't material fa 1 14, t o meet the requirements of the applicable budding code This product is appt(ned as describedhetew andhas been designed to comply with the Florida Buil&ng Code. including the High Velocity Hurricane Zone. DEscRwno,_,%-: seriest.957012 rO- Vinyl Sliding Gh ss Dw (Rtinforctd),w/wo NO & 1 13.9 cvrn*r�%-L_MJ. -T: Drawing No. -MD-5.470.0 Rev 11- titled ­V, uni Sliding Glass DoorNOA (LK". shem MIPROVAL DOCUMT-N I through 21 of 2 1. prepared by manuflactuter, dated 10,,05; 15 and LW mised on 010 1 2 1. sig� and sealed by A. Lytin Nfiller. P.E.. bearing the Nhami-Dade County Product Control Revision stsnV with the Notice of Acceptance number and expuati= date by the.\Jiami�Dade County Pirodw t Conaol Se chon. XIISS111 UIPAC T K-t`Tr�G: La rge and Sma U Nfiside Impar t Res ista nt Limitations: I , See table I (sheet2) and table 2 (sheet�) forapplicable SOD unit sizes. design pressures. reinforce tsq men glass types. sill nser(see tables B- 1 & B-2- sheets 7-8) and anchor layout sheets requLtements in I I thra 16. 2, Rio V&ite PVC. Tan (Non -white) Itigid PVC and Brown coated (Painted or Wninated) white Rigid PVCtc, be labeled per referenced NOA% reqi*ementt. 3. Egress operab le do ots. must ccmpl�y with min c le -or wtdtli or height pet FBCrequirement as applic ab le. 4. Po cke t walls under sepa ra te approval. to b e revi e we d b y Build ing o M c in I LABELrNG: Each unit shall bear a permanent label with the maxatfacturer% name or lo go. city. state and series arA following stawmevt: "Mi=rDade County Product Control Approved". noted herein. RL-NEWAL of this NOA shall be considered aflet a remmid application has been Ned &W them ha beentio change in the applicable building codeneptimly affecting the performance ofthis product. TEMMATION'ofthis NOAwill occur after the e%pimtion date ot if thete has been a revision or change in the materials, use. andlot manufac ture o f the product or proce ss. Misuse o f this NTOA a s ar. e ndorAmnient of any product, for saks. aftertising or ajW otherpurposet, shall automatic ally *rminate this NOA. Fadure to complywith any - section of this NOA shall be cause for terninsfon and fenw%iil oiNOA, .A,D'%'E RMT-MENT: The NOA number preceded by the words.Miatni-Dade County. Florida. and followed by the expiration date maybe displayed in advertising hterature� If anypoition of the NOAis displayed � then it sha'il be done in its entiretv. INW�CIIONN: A copy of this entire NOA shall be pro%icled to the user by the manufactuser or its distributors and shall be available for inVfttion at thelob site at the reques-t of the Building Official. This NOA re,%*e-j & renews' NOA 4J20-04 29.05 and consists of th-is page I and e,%adeuce pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned ab(ne,. Thewbinitted documentatioti was %eviewed by1sbaq L Clsandi. P1. X0A N*, '211-UM03 ExpiratiouDatet Apri!14,21016 Appr*Tal lixt*Alarch ' Zrk, .2021 Palo I PGT Indus nim Inc. -NOTICE OF A( . CEPTANCE: EVIDENCE SUBINUTTED 1) Eiidence Submitted under pre-dous submittal A. DKAANTI�GS 1. Drawing No. MD-5570.0 RevB. titled --Vinyl Sliding Gla-&s. Door NOA (LNJ)­. sheets I tbrough 21 of 2 1. prepared by n3aalifatturer. dated 10,05114 5 and last reNised on 421' 20. signed and sealed by A- Lynn Miller. P1. B. TESTS 1. Test reports on: 1) Air Infiltration Test. per FBC. TmkS 202-94- 2) Uniforin Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test., per FBC. TAS 202-94 4) Large'Nfissde Impact Test per FBC. TAS 201-94 5) C� yclic Wind Pressure Loading per FBC'. T.A S 203-94 along withmaiked-up drawings and installation diagrain of all PGT Industries- Inc. representative units listed below and tested to qtmli:(v Dowsil 11191 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory. Inc_ Test Reports No.: FTL-7897, PGT PAF5520 PVC FixedWindow (unit 6 in pcoposal). dated 09,03,14 FTL-20-2107.1, PGT SGD780.Akm�tnmi Sliding Glass Door (unit 7 in proposal)rn-20- 2107.2. PGT CA740 Ali= Outswing Casement Window (unit 8 in proposal) FTL-210- 2107.3, PGT M-7620A.Aluniinum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Alummum, Fixed Wmdcn%, (uw 10 in proposal) dated 074 3/20. all signed aad sealed by Idahris Ortega. P.E_ C. CALCULATIONS 1. Awhor verification cak-Wations and structural analysis. complying with FBC' 7i" Editioa (2020). dated "M,20, prepared by manufacturer. signed and sealed ky AntlionyLyna-Miller, P-E, 1. Glazing con4phes, with ASTMMW04.49. -12 and -16. D. QUALM ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). 1. '3L4,TERLkL CERTMCATIONS L Notice of Acceptance No. 1MOS.02 issued to Kararay America. Inc. for their "Trosifolt, Ulwarlear, Clear. and Color PN`B Glass Into, flayers-, expiring on 0709,14� It. Noticeof AcceptanceNo. 17-080&02 issued toKurai2yAmerica. Inc. fortheir "Senn-yGlast(C lear and'51lite) Glass Intedayers". exp=­ g on OT04i'23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision FExtrusions Limited for their -Brown C'oated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doon". expring on 09/30,�24 � 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for their series ­VE 1000 Tan 202 and lighter shades (Non-Wbite) R*W Cellular PVC Exterior Extrusions forWindows and Doors"'. expiring on 12,29;'21. I;kaq 1. Chanda. PZ Product Control Unit $up@rTii*r' N-0A 7\9� ExpirationDaw- April 14,2026 A,pprov3l Daw March .1.4, ' ;O!l E 4 FGT Industries. Inc NOTICE Of ACCEPI -�LXCE:EVIDENCESUBNJITTLD 1. E vidence submitted uzder previou ' NCIA A. DRANIM�G:-,> 1. Nianufacturer's die drawingsand ections. 60ndaed n nder.X0_4 No. 11-t; 16 04) 2. Drawing No.'_%E[)-9570.0. Titled --Vinyl Sliding Glass Door NOA il3kfy'. sheets I ftmjh..;1 I of 2 1. prepared Vy winufacturef- dated 1.0 0-5, 1-5- with revision A dated 04(0517. stoled and sealed bV Z , L-,mn'N-Mer - RE, V C G1 Windows and Doors. Inc. NOTICE OF ACC1PT.A_N (1: EVIDENCE SUB -NUTTED E. NLkTERL-kL(-ERTEFIC.A.TIO.N'---(coun=uue) 5. Qimtx Pxt Super Sipacer Stan& , rd comphriniz with ASTNI C 18 Themial CorIductrVity 0_8S1 3TU`-in;hr,-ft:--�`F_ AST3.4 F 1249 W%`TR-P,3,L,. AMA D-10-85 ASTNI F '100 I.G, Durability -'No Fog -Pass i-�Hbmlhed nuderprevioni _VOAA_#� 115440!�05) 6, Quanex Part Durase couiplyui,-, with ASTNI C518 Thmiad Coaductr-.1tv 2.12 BTLT-im, hr.-W-1:F, ASTIM F 1249 V71-71 _­Pasi. ASTNI D 1434 -Uvou Permemce-Pass_ ASTNI E 2189 I.G, Durabilim-INo Foe, ilIST-M E ��46 Dew Point ber.-eloptuent ­200F in 48 hn4 (Subut ined under AbA No. 15-0- 09. 65J. 7- Vision Extrusions- Ltd. Parts con- ptymg with PVC-AANtA� 303-13- Volimlary Specification f or Fj gi d PA 11 y -�*yt C 19 on d e (P N � '_-) F_% I ei io r Pro fide s, f or V isiori. F_xtnis io ns . L t d. ­VE_X- I b y A.ANLA Feriestratiou Exterior Pro .1le C eft ifica tion Program (50in Ned under _V0_4 Ne. I _T_ 0409.0s) 8- Visim F_xtrusions. Ltd. Parts con; ilying with.PVC-AAINIA 303-13 (9tibut irled under NOA.Vo. 1.5-0-49. 05j 9, FVC-AANLA� 303-13, Vohililary (. pecificition for Rigid Poh-cui:yl Chlonde (P1vC) Exterior Profiles for Vision, F-mmstons. Ltd_-'VLX-1 by AANIA Fenestration Exte =_ Profile Certification Progani- 10- Notice of Acceptance No. 18-111-.14 issued to Energi. Ftnestratton Sohmon, USA- Inc, for their --Tau 3040 & light shade laon-whitO White Rigid PNX Exwior Extrusions for N%1ndowsaud Doors'". expiring o.i 02 04�21. 11 Notice of Acceptance No. 1"112.021 issued to Eneqa Fenestration Solution, USA. Inc- for their sele s --NXUe Rigid PAT Lk terior Extrusions for Windows and Doors-_ cqmiring on 02,28,223, 121 Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solutift. USA. Iuc� for their "Bronze & hot shade czp coated White Rigid PVC Exterior Eumsious for -1 A%'Jndovs,-,wdDoors­_ Y. STATEMENTS 1. Statement letter of conformaiice to FBC' Edition (2010)� dated 04=22,20. issued by manufacturer. signed and sealed t r Anthogy L-= lkliller. PT� 2. Statement letter of no financial L irerest and of indepead-ent. issued by numifacwrer. dated 04.18,20, slaned and sealed by A_� �thony Lym _Xidlc-4� P 1, Private Labeling Agreement do(.-Awnt t-etweeri PGT. dated 0330.1-5 and signed, by all involved pariiei% 1, This NOA revis#s'_1,-0A# 11_0420M PVTw CGI)wid updates to FBC 2020 C!"' Editiouy expiring 0-4 ' �" 1 �:21 2- RE_R Test proposals *19-1155 dated 1 1, 11,120 approved hl- Ishaq 1, Chnmda_ P1_ expiring 41 1-,haq L Chauda. px� Product Control Unit Suptmi:or NOA _,��o. 21-020.4.1111 Expiration Datt: April 14, 20' .6 Approval Da w NLirlth 24 14 I M CALC ULATIO'S_11��_ 1, Anchor verification calculatiom and strut,tura. I analy-sis, coaipl�ing with FBC-2014, prepared by PC-T_ dated 12=�09'1 5and last revised on 01-15 1 `�, 16� signed and sealed by .kathony L Nhiler, P.E, (54ibinitted underA70_4 No. 15-1216. 01 2. Glazig conTlies with ASTME-1300-09. hhaq L Clixuda. ` pro4uvtcourrol Unit suporr� Expiration Daw. _Apri]14.1.`�:,� AM*vADate: Nfarch E PGT Industries. Inc, NOW E OF A( CEPT;VN� E: EVEDENCE $VBM.1TTE 1 New Evidence -Submirred A. D K, k Wn� - G � �, L Drawaig N o- 'MD-5-570. 0 Rei � B. t it led "V, wyl S lid ui g G La�s, Door NOA (LINI)-. SIXTts through -1 1 of 21. prepared by n=ufacturer. dated 16-05 15 and last revised on 02,101 "2 sraned and sealed bv A. Lynn?Nfiller. P. E, Note- Th� revision consists- replac'etueut ofs-uw existing uwallatiou scrra- with flat head. & TESTS 1. None CALCULATTO'NS 1. None D QUALITY ASSI�RAXCE 1 NlfiaLui-Dade Dqmtnrw of Regulaton, and Ecowmic Resources (RER). E. _NLXTERLkL CERTIFICATIONS L Notice of Acceptance No 19-0305.0-1 mued to KtiraraN America, Inc. for their "Trosifolt Ultraclear. Clear, and Color PVB Glass Iuterlavers­. expiring on 07-C Notice of Acceptance No. 17-0808.0' .1 issued to Kuraray America, luc. for their "Senti-rGlast (Clear and White) Glass Interlayers". Inviritig on 07�04`13 3 Notice of Acceptance No- 18-1106.10 issued to Vision Ext=- ons Lilwled for their "Bi n Coated f7ainted or Laminated) Wbite Rigid PA'C­ Exterior Extrusions for Windot and Doors'-. expiring on 09301,24. 4 Notice of Acceptance No. 18-1106.11 issued to Vision Extrusim Liatited for their seii�­ VE 1000 Tan 202 and lighter shades (Nou--White) Rigid Cellular PN'( Emerior Extrusions for Windows and Doors*-. expiring on 12,250,21. F. STATEMENTS 1, Slatemient letter of conforivance to FBC- `!' E,didou (2020). dated 02;01,21. i,%,-i* amufac ftirer, s i gmd and sealed by Anthony Lyun Millff . P - E. 2, Private Labeling Agreetuent dated 0308.211 bem-een PGT ladmstnes. I= and Windoiv,s and Doors Inc � signed by Dean M. Ruark- P.E_ �7,P. Engineering. on beh,!- both compmmies, G. OTHERS I This'_NOA re%**s & renews N-*O.A# 20-04 M05 (PLA w,LC'1GI' J. eVamg 04.14,26, 2. The cuiri-ent associated PLA CGI fde =21-02105.01. expiring 0.4� 1+26. Product C outua Unit Suptrvisor N*A Ico� Expiration D;i-t*. April 14.!0!6 Approvil Da itt Afirch ' F. 20:1 Ft�. 1 hl!b�, 11 f- -_ lu� 2, F, \t-X _11 R LkL (E RTIT I (� A 110 N �� HX%w txm& Luau, tlli r� tn_r Tc, hi(,� Rlind, PA`( F-Lverlol E -A cl tI­;Ioj1q fol �Yiljdww-i and Doov.."', I I 1'11' 7 01 14 2 A-L 10W) 1"m 20., "tiudl he'laki hitc�,� Rizid PN't-, Exterler L_XTT­w-*,II�Z fil Wftl*io III d D o 'd 2 `18 16 t%r-,-maz on RigflPAT 6 4 Tllt�u TAN 3�A 1 and Li;htpi �-.hades F\jg�d Pl- F jioj- Lxnivion-;ffyi WiiiGoi- andD�oot­__ `ated�'. if� 16 "Jo -A, 7 of C ap Coatid Rigid PV( Empdoi Ligh hadf.t f -w 6 �j VJ vl� L 4 'Y I A n 1--", 1 a I, a 'D�Lr a f, to K; :A _0 j thuackav (4-.0 :wd �+,r FVB lim-1-1 e. C!� j t I --I !_"I flu 14-lan 1 10, -1 dw ol �'--4 �tSi -Led by Inuili'll! lb-_ _!'rcl �M t It �7 4 7 A;�, '7�1 F_ Tr�- -oo­-� ',cl C­_ _tj Dw C a P E 11111111111111111ft-10 Dn i_fKf�al 1 cUa(!,lt� P,E PT Ouo, -.ws V:� Unif of L-5 > 2 0- C: 0 0-0 1.- M 70 CL 4� C) Cn Cn 0 _0 0 u- c CZ C) > cr' -0 E 0 C/) 0! W mi c- C/) > 0 0_ 0_ < 0 Cf) CZ rn CL %Iwo; CZ AMU& LU < CL SHEET NO, PA 1A March 6, 2023 MIAMHXMX MIAMI-DADE cowry FILCH PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SIN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mia.aidade.20115022my Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke_ modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino. P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3. , prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use. and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination anti removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA miser NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3. E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. &_ V Expiration Date: 09/11/2023 Approval Date: 08/2012020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatorj, find Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Alone. F. OTHER 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA. Inc., dated 081()81'17 signed & sealed kv Craig Parrino, P.E. 1 1 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-0130.14 A. DRAWINGS L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" d, 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 20IR B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. er C44elmy A. Makar, P.E, M.S. Product Control Section Supervisor NOA No. 20-0630-15 Expiration Date: 09/11/2023 Approval Date- 08/20/2020 E - 4 Cast -Crete USA, LLC NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDEI< PREVIOUS APPROVAL 903-0605.04 A. DRAWINGS 1. Draivin�g No. FD4612, titled "Pr casi und Prestressed Liniel Details ",shcet I of 1, prepared b ' v Craig Parrino, P. E dated March 24, 2003 anti DrcAvingVo. L T4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel �uft Load Tables ", sheets I through 3 of 3, prep. ared by Craig Parrino, P. E_ dated Marc 124, 2003, last revision 41 daiedApril 2N, 2003 both drinvings signed and sealed by ( ­aig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 6'" & 12 - Precast Concrete Lintels' Filled anti 7filled Models, total qf (13) coi - crele liniel specimens, Per ASTAI E-529- 94, prepared by Applied Research Laboratori, v, Report.Nv'o, 30404A doted 04/10103, signed and sealed by Christopher .4. liamon P. E. C. CALCULATIONS 1. Calculations fir Cast -Crete Lint i Is, dated 05129/03, 20 /7 pages, prepared bY Craig Parrino, P.E:, signed and sealed 63" Craig Parrino, P E 2. Calculations for Cast -Crete Lint, h, dated 0512 9,`03, 140 pages. prepared by Craig Parrino. P.E.. signed and sealed by Craig Parrino. P.E. D. MATERIAL CERTIFICATION: 1. Quali�y System Manual or Cast -!'rote Precast Lintel-, revisedtinNIca, 1. 2002. 2. Cast -Crete Qualiiy.,slem Mani,. z1for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDEt,PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1, Di-mving Air). FD4612. titled 7 ecast and Prestressed Lintel Details", sheet I of 1. prepared by Craig Parrino, P. K, laled,Varch 24, 2003 and Dravi,ing Ao L T4612, titled "Cast -Crete 4 ". 6" & 12'" Lintel ale Load Tables", sheets I through 3 of 3, prepared btu Craig Parrino, P.E., datedMarch '4, 2003, Iasi revision dated Alarch 11, 200& B. TESTS 1. Alone. C. CALCULATIONS 1, None D. QUALITY ASSURANCE 1. P)�Miami-Dade County Building Code Compliance Oftice. E. MATERIAL CERTIFICATIONS 1. None. TA _7 _,VelmlWy A. Makar, P.E., M.S. - Proi inct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1112023 Approval Date: 08/2012020 E - I Cast -Crete USA, LLC NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS L "Vone. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. Bli Miami -Dade Coun4,, Departme rt o Pegulatury and Economic Resources (RER) V E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Leiter with the F/wida Building Code, 2017 Edition, issued b * v Cast - Crete USA, Inc., dated 08,/0&,, 71 signed & sealed b.v Crailt", Parrino, P.E. 2. Compliance Letter with the F/)rida Building COde, 2020 Edition, issued h * Y Cast - Crete USA. Inc., dated 06/1 signed & sealed by Craig Parrino, 1'. K Li "cirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.I5 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E:-5 Cast -Crete USA, LLC SA, LIA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I-, OF \CUFTT t Nr 5�': EXIM"NCE 4t'13NII i ITD 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 1 111A( 17, 1 t 11IN11 I' I ED DER PR I-A'101. 'S A11IR0V.:kL 4 14-0903.113 A. DRAWINGS 1_ DrawingNro_ F04612, titled "Precast and Prestressed Lintel Details" sheet I of Oci*ai/�,J'Ieel i oi- 1, prepared by Craig Parrino, P.E., dated March 24. 2003 and 1)ravving A`o. C;clt 4" 6"(v L T4612. titled "(..ast-Cretc 4 ", 6 Il­ Lintel Safe Load Tables ". sheets I 1 06 through 3 of 3, prepared b�,, Craig Parrino, 1) E, dated1larch 24. 2003, last f'ral", Parrmo, P c'n revision dated1farch 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012 1�. r1.`- B. TESTS t :'florae. li ,;rJi tiW, d vcai�ea, C. CALCULATIONS E. a,lld w1dr,"n (,!-0 S', 1. None. I I I I`t V-S I RA ( F D QUALITY ASSURANCE i 41,J.- CopW" orv,md J-I-wm;ic Rt,,,, +ul cc!R1 R, 1. By Miami -Dade County Department of Permining, Environment. and RegulaioryAffairs, 1,, k TF 141,k 1, El H I'l CA a] 0 N S E MATERIAL CERTIFICATIONS rna 1. None. 1,-, 0T I I I " R F. OTHER daed sj-­L(j lj+!(/ 'ell,( -ai 1. Letter Cast -Crete Corporation dated February 03, 2012, signed and sealed PcIrrmo, P f certih 0114" '0j` .from by Craig Parrino, P. E, certifying compliance with the Florida Building (.'Ode, 2010 Edition. rA'1Dl,1_NCE St:BN1ITTF.1) UNDER PR-FV10t SAPPRO*VAL 17-0821.18 f R A Va IN US 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. IONS C. CALCULATIONS 1. ,Vone. D. (H IIII ASSI RA71�( ur D. QUALITY ASSURANCE L ky Miami -Dade County Department qf.kegulaiory and Economic Resources (RER). (11-10 IONS E. MATERIAL CERTIFICATIONS I one. ;'If •7( c la -1h -r irh ,;idc il: iin­f J,cl , -/Helmv A. Makar, P.E., M.S. ttci,3t.X, Nlakial. P.E., M.S- Product Control Section Supervisor Prest9rrat CovitroisectioD �upvrvi.sor NOA No. 20-0630.15 NOA No, 10-0630A�; Expiration Date: 09/11/2023 Fxpirzi;ion Date: 114/11202_% Approval Date: 09/20/2020 11,prryF.tl Mitt: 0.9U20)121120 E - 2 E:-3 A CU cr; > 0 0 Q_ 0 U-) 0 -0 0" Cn Cn SHEET NO. March 6. 2023 I PA 1.5 I I I I IT I I N /11 I Ll EC O INC\ TILLIT TESTING a ENCHNEEAING COMPANY I I I. I,: I, R IL UT, A , ?k ,� -- H. CA L­, N. 06147Is PRODUCTEVALUATIONREPORT REPORT NO.: 20-0726.01 DATE! Ju y 28, 2020 PRODUCT CATEGORY: StI.Aters PRODUCT SUB -CATEGORY; stoma Pflrlrls PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protootion.Prod Dicts, LEI[, 4K0 S.W S 1 Street Davin, F1orda33314 I-PIM-10SE Or EVALUATION: This is a Product Evaluation Report Issued I. 6) y Walter A. Tilitt, Jr.. P.E- (System ID # 190C,) to the Global Protection Products, LLC Rule Chapter No. 61 G 20-3. Method I 0 of the Florida Department of Business and Professional Regulation. This product is tieing issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of th'a Florida Building Code, and lo verify that the product is for tbe purpose Intended At III equivalent to that required by the COI This Product Evaluation Report shall be subject to review and revision in case of , a Bulking Code• chartqc- that may affect Its limitations arid -conditions ZJE-VIDENCE $41MUTED: ATION DOCUMENT tKED,l; Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 o' 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit Jr., P E -7 dated G7J287,'2020 This drawing is an integral par* o 1� tp, is Evaluation Report, "".1.1 I 0", ""Al -'R .4. T/I ,�,;_ "p',to'. . - - - - - - - - - .. /"-",-11 I ;P - , " - ., ` \,\C SN'9 , ..V1 1� ,F, I, . - I - -' No 44167 S O'�'. A � , '6"..zoploll". , ,,�. , "t . - 0, Q �, �, " . im, 11 d lit, A0 " "91I 6-3.55 N.W. 36th Street. Suite 305, Miami, Irlarida 13166 - Pbone: (305) 871-1530 - W'�'�)jq,A�,,W,, "It DUCS-YI,VALLiAT.WN-BEKLIU-BU-.10-9-1l&U 2 ULTEST REPORT$: Large missile impact and fatIgue ban tests were performed under Prolocoic TAS 201, 203 as per section 16126 of the Florida Building Code. Untform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engineering & Testing, inc., Reports # W669 dated 08,009/1996, ff96-570 dated 0908111996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory. In. reports It 2032 dated 64116M998 and #2126 dated 10/05111998writnossed by Gilber-L Diamond. P.E and Report No 0219.01-09: dated March 4, 2009, signed and sealed by Edmundo Langaespada, P.E. and Henry Hattem, P.E. Tensile test report INIo. i1CM-197 oy OC Metallurgical, Inc.. dated Mart 131 2W9, signed and sealed by Frank Grate, P.E, 2,1-STRUCTURAL ENGINE: EFOAG CAILVILI On 20 Gage Gafi,,anized Steel Storm Panell for maximum papal length vs. design wind load, as well as maximum anchor spacing vs, design wind load and panel length based on rational and GomparAtive analysis, and in accordance with section 1616 of the Florida Building Code Calculations prepared by Tilteco, Inc., dated 1 1,103,`08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E. 3. MISSILE IMPACT REMSIANCE; Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. MND LOADS RE51SIANCL 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Pressures. Maximum panel lefwjth shall beds indicated on sheets 8,Viol 14, 15 1u, 19. 25 and 26 of 26 of Product Evaluation Document (P E.D.). drawing No,- 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11. 14, 15, 17.18,19,20 25 and 26 or 20l of Product Evaluation Document (P.E.D,), drawing No. 20-176. 5-INSTALLATEA' Installation shall be performed strictly in accordance with details indicated orf sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8. 14, 16, 25 and 26 at 26 of Product Evaluation Document (P. E. D.), drawing No. 20-1 76. "L0111101MI '01CIA - 0�11A A Ty4 I ......"IN" V01 . _Q,,�'.. se%... t - ,� 4-z r - - I - , . --�__44167 4 . , I - I I -1 i': *_ * : * E= . k qe_ . "I �� Mc - STATE OF .ram a- __ . - !;, =_. "; p -" - Qv "I'll USJOI`JA',�II I l'-N' 'FF';1NIA,m_l1_%, IF T I ------...-- __. - - ----------- ____ GENERAL NOTFIS.- e3) III, cAsL tw P#I woNE, ,N Pwcmr cvwcp�,r PANF,5 sry-.:C, cw wI @I w ,C, ," ,A , - I I ft" FM 20 G9&=QNAft=_S= SIDON PI ;:XISTITRFG VI kl1I 5MR` I BE LONG DRI TO RrA�iIA WA'fi 1­�XTURS WKNO EL.CPf PANELS . STORM PANEL -+--I*% Oh IW, PRIt)II00 FkAJLWN)N N)CULF(IS1 IPEDi ­c lirIEN WIttlerr, rCA fOWPIRRW.F IN krOI.MAI S_et AS "ISt.1,4D I. y ') &WJ S, 617 ACCORDANCE -T- T= �C, N .ExIW%; _W,__5FI U:'I. 0_;10N3. F­c,� DES1111 WWRD LOADS SMALL W LCRAI AS, PID9 ',ke�ION I tI Or NE ASI IAONrF)NJD 0'0" - I � 4't UACrA FINCr`O`wl AS W&PAL7-JFI Al I 1 0 80LDEF. II 1c:,F " `ANO SPEEDAS RDa,MPED BY TIqr. ,L,;LSrrr.rIr,w NMCi4E f,,IM SM,MERFS III RE NS,.A,uI FNO - It 4­0 PAPOEDWI Ft"(. Irl Ah3 0,LRE't"IT rL'J5 FRI AS FAIJV.­lCTLII "I LIOA CONCTF1147V)N PPQC`Kt: - FOR A "RE"004A,jr, �ACIDA AN "16 ASCIL ,I- RE AW T�IHALI NUT fODFIQ 41IF N.-AII DI E ,1- 1/4". ,AS��" III h 7S I�J�A,1`4 Dcs,(;N PRFSSIII k4KIKATFD t SHEET8 r r4IT;U IT 14 :5. 16 19 A K_ - ?Pt'. , Lft, II SUS -NI:, 0", 0"111I r .1 "Nt SCIltit e'LT A -1.1I CC' IN OROFIR TO A"I TIASDVT WNPIL­ UN, ArRPO, r4VO~ k LOAD" uIr".-RED PER -= 7-14 r '; MRSIFhDM rkI PLW`rRMN,N IW,o ,Ants,cl to V+tmc*S <F ItC I 110- -1: �' - I,- P.W-1VArt Fr., S�Ll alt 14N7 M[011cro X AA 0� 1.`tS`C'I W`SD IQAX I " `11-tyw. TWU ii, 0. 6 IN 0II 1`0 Ake PAIRURIAlf FEWALIF dI COIRPME 4IM III -I i-s"i W.W. FwSIF4o$K ITAITINI'l', #4KATTIC ON SIR'LIS I f.RV T­ 1A, It, -11 19 A ,10 I - 0 VIRNATUFF r-AEADE15 PENETOTFI7I014 OF tAI SLPM RZO T-E wDOL "CARE �-�- %MAT, at I.I.I' Wl CIFFAVE0 I IN ORLiJIS 'O WI RTER'AV1<IWS C- TOM PLC' IS TEST'--t WERE IQT OVER -IRI A lost III AN-IL06FI PIDREIRATIDN INTO 'RJICCO SK0I NE cONSPODPCO 4'� PAR' i ',Ill Qt'1Q,RI TNAEADEf. VDOCTRA',94 E"Im rOA %PIrJ tOADS WAS DDI O'SIFO IN FMFIP VAALMS DA57EII 5FWIW. 10 W-D, .VIS IMIN OftrFRAI N i ROCORIUMI II M05 ZIP 8 C 'I M-I (XI r)I57Anrr OF LAC, 'CREW$. TR' . -:, lkk5. 'S ftC,I_A],_ I, ­lj DNTAAI 57(AM PAWL'S AMCKRI I`W WI wo WVI AESIlOA0FI ILL-, SEER 0-RIIIII IN AUIWIANCE W`­ IALTVI. 1926 Of I 'HE AI MENIPCII "CIDE � IFIF *~AW IF161KCAIIIII 4 ltl,74.�� .� MI'0915 96-569 VI � %.TW AND 10 LARAII r-DI a *11K)c *.Smle, IHI � . I- I - � r5it) SNAI_ FIF ! -i,,' ,voC -___ F, . -0 (011. %_ - _W.TPAi" I-SrW- Ve *I REPORTS OT2032 & 02126 AS RII TAS-701. TAS-2W "10 745-MS -�� -�LFD� I ART, 1, W"I I 11 - - � ILS WELL AS AV AN If_._ =_AB CIL 50J11H ILOI RIPORI PC2t901 -09. AS PI tAS 2?Il. !AS 20,- AND LAS 20' ;ITANOAJRO_ -` -# «PSV T_-I IFICCAS1 5_XI OR FRREDASI 1I.-C- - - - - - -= R"CX11 SOARDS sr. "1 I 0� TIRE E-`Na WALL- 44ISALL F to,E-IXID- IV REI __ =K - H I kL RJ-14I 01PUSONS-. K b"1-76 1I AND 'EMPLA ILFFLESS OTMI WITEQr W SI. 2 AMC-1AIAU41 -S UE.".IEC C I ALL ALOUN1.11I 94:T VII UI A! Ckl'15A*E', "RILL I,AA l"I kuT It) AIC-<RRS. SNI,_ W 16TA,tf:J FL,_VFI I_ 0. 1I,, TQt.,,RVWhC,1­l� I., --C,­, , 1; 1, LrN-T 4" 1 )M � - - , _.I, . L I ALL STEEL SNW III(II 1ANI SMALL RAVE 91RIJe".-RAL OLAI 5`FE13- .S,FF -S" _­_14 ',I- WMRILM 1.11 C�.VAFI STEEL C[44wrnk WIF'r- SO f - IAI ROLLED, d PARI WAV III Kr NSTALI-EG HCRIZONTAL.'I FOUWN5 WSTAIM.AT*4 DE-rIvt,S YQ� O� TITI ) T­J,'­ le "SnEr's + ",V;M h) Lx.f­ 'llAI r111AI rJ & (:) 540I 'Far Of 1.151n 5 ALL SCJX*9 TO BE StAINI -�•,Ey 3U4 OR _`111 ADRI SERIES OR CIO*Rli!RIDI. W45�*W� CUATIFE, 'JRI ',71.EL X`$ PER 9 11 `41,41 9k "14: RE1,001,754MI OF IMF �ONTRFFI 11) I,FRIF'r THE st:IPCNC5s OF T-4 ,rF,_.CT,ff4f W,40t �Jr", K T'., (-L Qk,10718 n/,!� � MTV "AlINI AND $0 IF. TENSILE STRENL7�4 Ok VW_ CORIPL* W/ CIJ)WIA flott,146 ('00Z AT11ZIC0 TO WISLIFT -ROPER "CIlQ-AU 14- `4RlJ71VR SNA_l V,IW 11E ­TACH511 ir, CrINCRIM. DLI,,, (P WKX, 111ARL $E( K. 2- - . U14L D"GlS i t WA�S TT. RE 114 A-3a.57 T;AL'VAFFI2E]D SMI,, Ori AS, 304 414I STIRIRI STEI vgx NI MI .RFLAA0 1011:0 SIRtIRI I0 EAr. AtcIlMlIF STORM T'A'61 III I I-001THI I 0 -1 10I 1,� _- �_- ;f- LECTII ,l H. 3 A. 10 ^4C AL-t.-MRAIIRTS SW, §* & ,OW ON $HEM ,I 6 8 I., RES,,Tr,EII, , .") ­, A _i,C.REE ASI 'CALI F .N,. IF "" q " VIS% WARR ;T Rr TIRK; CN04 OR ? AWIICIRS TO WALL .ii J-Sr Ir, ,Dllt.d. 'TNAW ,,kr AMI WNt,, A;,AXWr REN rw.rvr'47 LkAW,I; XEloot`- Or ,IJFPVCANE .AANFRC IAI T2_Ju9V1A1I I �J '"EI OIWACTT�* ;S 141 liAL/I�AQL* ,,, I III-t I7 i R ,71I41111R' Ef'�U .I IIC- RI IN 11?III '.I IIIAC,! Wr,1 � - - '14 _' TAPI - .1l,IFkT1IkkD C, I T Ohl DIALIV:1 RAT, 11�, VIt 019; a..-, I ,,1 - � I, :I II WORWRIIIN INT011AIN - 1/4' " , '/ ! ", ' - IN, !I rx$ k-,, III ACIURKI 131 EXWALT PA: I&IN I", -XID01 P . .,, - r - I , -,� , - ­A11LIN %,V�L r!L11,01I *IT14 SPECS .4"'LD I T- Z!.­ril P!jS - S,J,, U 1_­W� , -a , - 7/.'* . 1/4 _T­�.S� .I` 015741a,IRLD W IL-1 POIN't %4�"Ttw. Salt & IWPI:M`�rl I'D 5NO IRRI Z FI ILT � I- I'43000 I- .,,,­ r_ - - - RLILIC-ION *11PIE F1,14I,11 Is APPLIED ro - ;I-10 PAMI IEIl0Atf IIJ 06 PANFk_l P -n AWINWS Its %A.lJDF1LT1APW IF. B-Co (4hSTFIIIII PIRI I i (.) tK5 RR.WI1T E�TION DOCII)FIRI IP i f, PRE RARE[ F1 rIL, E-04I I '�JNDRIC ASO nCrS 1-_ ..(IVII IN�..�Ir.l (.1, �e�s,lw P..) . FOR A V% �`1�T`Y: RQOXrl. 1. --E Fill WE :1,111:1-" 'C­7 '11-c'.. THE 'E'�, I- I,,,F-. �.r up­�, AW.N[1q, ,L, RARlI,,WI,,RiD W rRu_,.5�. C, - . _`Q-0RA.,DS (�,,_,,�­ ,) IDI :341%-_ OC RESPONSRStr Pup INS sul,rDQF- - .rA_E INI off 'Arl", nr flR'S ­00un ! 41) MINIMUM ,-UPELAIETRITT L;V TAI`COft ANC4-)AS INTO POLIAM C,PICRUE QA.L- 1K '14' ." $09 P*01FIMA4 It"IF It.w.11 ` , - Pfr P.1"W"t rt ,$qe t)o,s W,I .;E' - - I i �CIDCINS D(IAR" rIR r-l"l- DOCIA.E41 C AND PkAEMk'E PLUS AND I 1/4' FOP 7F TAP-CA11P ANI � ­­ ., urm AT SIM 4 TO[ CON114I 5 I I - -- I . Po ORRt I _ ,11 �rO k.) CALA-IN A SOIXE-Sr', ANCHORTA 1MAL_. OIL fWI 1�8' N1117 T.F LFRI C RkE7n ND, E WA LAO W - -_ - IA-IlArON NXILVICIRI II W rv034Q[­ � __3 I SNII SKAL_ 9E PERIL --ED t I 4' 0-20 -4WW-, LTSEX 5hA,1 BE 1/2- LQV-C IN IMAM 12 (kxD STLRX0 fXrS_ . I W, 1' VIRIMILAF FOR WAWALLSWT- MSTUCCO ANC W' 9C OFAVETC ­4I OR A� IRREADED SCREWS W/O .I[Ac. - SATE � - ­TILC�_ _; Ot PRL�A-`FD 41. - - - �­ � F- If" OR AKM.TCC- WMI WILL BEL'C44 - I BUT WnTH WW. Nuts Z14"t, , OIR ^-'_CQ It 0 A I ,DR 1K IRL&FECT ,RR O F - - - ��Zii� FIV rNt - .WK. -, THE PTOE"'"M 00 RECORD *,!• - - - FI4NEER To TTtF n 1: IN CAS( THAT RREEA!5T 6"ORIE. RMCk-T "C""I F"`E:SL PAVERS, Sr 'O 'A WOW fIat 1OV.D C. "' =En - - _- SlL41 WOM" IL) 1�, IA"IP - -­ __ - - R_ - - MP II DF51`40; 'ABLE OR '1009. 94LI ME I-OFF9 ;NI DO AWN THE MAIN iTRDDIDRI[ K-MINT) W.KM PAWS ANC.CRAC1 -*,ALL 'A -- WAI"ONM IN .1) MD 14 A 2T W -k;5 L m­l 4EAR THE DATE FIND r0C." SEA, - - - -1 11, TIFF°-IItES�.10.1144 17.41NIEFt 1-A' RE CARE rrW FIREPARDE, 17 (a) ELLA Q11_1X_z.0�,_4A,L III C-20 ,,.� , S.VrER N,,,Lj,Mc,[%WFkL,i LAI 1H44-L W IORI r)11 - RED �Vcf �OtATID .T POR. - i IS ANCHORS Al, MANLOACtt�RFE) 10 - I . W.I.0", ­� PI Silkalip ,IS ACII"WICAFICIF FI SECTKT1 r 7OV 9.3 11 ROWO ;,2kDT� ri)OE ONE LABEL - 114' I , OIXTIArr ell KWALIt (WO 1, 1100 , SKI K FtACTI, rI:TR Eh"I -Xrl- Ez- CIPIrSw, LOOE11W, TC C;Rimj W,14 Ar I Or Tw - P 14'11I � 3/4' SOUII ANCT"�, AS �WIKTOLTIV 81 NA r4:MT WArk, Wx.t IF 1,11�. il CC, llt�ltlk aD`IfZ-k` COME ! (", I"'- i aw , ­) Ii 75M BE 1.19ED *la - #1 .AXE1,oMr. FT"k IV AND VANkLIMI KILITI, V'I�H!*'Ir 0-' 'rIS'ItAI � D"I-C r'M1AX'TR�N `F -­- �1_1'4_ 1!__1_t_n4_11. Th�E.STATE PACOWM (MIN f-2!51 ,l 1, ) - MI ! 1�1141117111' � -I..-• "Is, - -/4* 0 CF rAF-4;" ONCIOcRS A,; MAVAA;'?UFIP) ITV �Rtl-FASI 1.�-,FPOI oll . I ,% ,�'� . � , � . :, �e;�*,, '* . ,� NIMW -EK-11 AIIV •LF ­; . -A I I I'r 1: . N,\ C : " , * Z_ ,_ FLOIRIVA RUILDFING CODE �Wqh Vst-IF, 4-i. ­* Z"#) 5 1� FIR 4,141I TMI WII,OI EIC(I CAllI row R IIK*,- INTO Olt I FIT, OCK ,Ilrf 1�. ar I 1/1' .. . . , %,�. � ' f 20 CAGE GALVANIZED VIEFA SIORm I-Ki " .., NO . " S ,�_ .I '�,III -4 767 I 112; A SOLIrl-317L ANC40PS S�l FIX LUKDOCO, 7/8* INTO THE CCI.C.-ITE ejCx oft- wo C .. E - ___­ ____ III SILICIDD 11RIA-1. I* PVRII */4. 0-20 i �ft - - - "' '�k,-- SMIII$ USED SnAI BE I;;- LOW'- Arft0Lw,,,W, �NcLa ,:,r,, 1:'I �__ - - I GLOBAL PROTECTION PRODUCTS. LLC.� - -a S -a'. 11 I rztsk% Alr) I, WRPRFRF FOR W*LLc II RAP "Cc L - 1. '- - E C OTT- � -Z 11. 1. T Der- - � � 11 ­.- q4v, - '­­ * (...[,- &­­ - R oo, .. . i , �, 2�=!?fi "I ,. __ , r"r ... , I -,lay'.,,W._ - — I � . ,IWI 1. I_,)1,F1k_.nD -L �,LL±= -a"DII I-. — I - — - - ��­� , � ,,, �Sj - � �i; - ,,,,, r;� , ,r E� "I'll, . , , - "04 AIL�, I ­r - It r - '. III , - , M, I . I I INSTALLATION DETAILS FOR REGULAR PANELS I & 6 INTO EXITING POURED CONCRETE--QR CONCRETE BLOCK STRUCTURES ..M -,I . _ IV, SCKW.r ON - 1) co.I - , _ .-a, IF I I C&LI, W=qvm - _- ! COKPM .We"I'm ­ ,;MI_ 0 -RWI Fir. \ - E.D COOC" A.0- i 4 � �, 1--ol-m-_ � I I i (SEE sel-1:111" 04 _� ,$a �u - - I ,��,' ,IMO,,II T, ,,R,,La,l sotm a ­FI 0) ' ��� � 5, It 1 - COI REOI F.61PI P0.9" _ii . - _. . - -I- .. I CONCRETE REDIRSM - i I � I - - - . - , - C,��.11�_ - . I i I - � i -:: - - . : I,K��e- - ", ----- - - I � - -:= , - - . V . [ C ". -VW - t - - - - ___j ". . . . III I I �&__ 4 � I �_J. - " - I �t_� _ ors .#.,P��.- . - � ", I ; �T — T 16�1 -fall."'41.11 . .. ==!"... _- - r � - I * � L11,T- -C-MI ED : IF 4 r . L, , � , , - , z i "A"trIt it ,� . I I r : t U. � I , .10,110", I . J 11161110 POURED . - . : 2 � . I�) I, 40, � Is ; . , , I 'I 1� I � I OW, I ; - COCOWCII RE0,005 I I '..A , I I - I :: ! W, . I —, _JF . : I I � =90t I --.--A------# r II � I : ' ""' 9 ------- i� i � . ,/.T ot ! ,2 ,,,V, - � I � T� ,I,MD- , : , -(I 9, __1 4,- = L � I I. TMn. I r- 1- IN, WAFlIxPE I � W,11I - ! M � 'n' r . - " _F= I [ II I - — mt= I — i S'lII,1 . 7 t . I I " � i ­41, ; ,-_".� _,­__ I 1 � y I I- � , R, - I 5 --- _WI,RK,l, I i """'" " — I - 2 Q'I -1 I r (T, I .111, � — i I . . -.1 — � _. ® I ; - I 1 4 N — — . - I N . I I I I I ; l 11 � � i I' — - � � - � I I i . ! I I I I - I 4 I I : I i� I I I ; ` . : 11 1. I : I ; - 0 �� s ! I (a) - � : It �. I ,I 11 11 4 ; I i I 11 I ,I I ! - ! I I . 4 6. 1 1 1 : 11 � i I I 4I I I I . T I z . 11 a. - : I W,—.10 I i 11 Z� 1 �,TnW.� , ,-� I I vc. � IF t I I 11 , ,A-, � 3 3 i " I - , ­_ I 9 =04I i �, i 111/7 - I I I I - - IR,,,-. i - . If . I EI`F`N �, ;_ ,4 .- i C t I I 4 -4 . F - EI F CREW, SW I. 'XISY" �,*E D I l I -*I 11.3"Il PICKIPI ­ i : ".S'__ �� rt -,: 11- -0L - - I , "' - - t 717�_ - 11�Rm OR iM***W11 i JqL ; IT " I ILL.L.; .9 � ; -OW-011I ,aIoc. # IVKPR 11"D t'-..' J 44.01ED - ; F.1 .,Tat* OWAM ON - I � - � A 10-CKE-L %=_ � IC -I su� I . WE Ric�,,Ncp - � MzLL__ I .M , - __ii_4_ �_ � ___#; : 11 � , , � - cir �V, I i � tl Ir -7V1 I - - . H; ! `W -= II, . - , , � t;"� ; I . - " •- ,,, -1 � 43,I, 1 EXMTIN� IXATI L�l I V, - I __ L__�,­` COKI t' L ACOUMED - 1;., - . - I - - _.­1 1A p- rwtldli NK.M I) 11.0"I ,D.C." .-IMS . - ;�", - . i 1"i ,,, / , . V, * "I I 14. 11,71, 1=1 r,aI ." %,w �k - . Q) I.. ev _SCHW_V,1� FIT, -1 � � 1 - -'�_'."4""�'. .'"I '.'F'7' - 'L 1��i' ;�,,I,I ir,slul- I (SEL StArliLf LN � r, �Sit SOAVL,1 0. - I 6 V 1� ISLE 504MAX 04 5FILEM 0 noW.R., , %.W,5 a �W,��,� 0�1 �.IIVIN a FRNI-I 0 1,ffm I TMI 6r I WAIPL_M,Dtj TtNG MARG.A1111-11.1001tr WOUNTI BM11D__"1_MQII ALILRNATE BUILD _�?Y1_MQUNT1N0 =JQN-1 SEC112" �"TMJ SE010- 4 1 SCIU "_ I;�� ID'a., - .",,�,_f 3/1I uAt t/!. , I z ! r ! 0 r E.0 - EEQE DWAII I i I I = �r I ;- : SEE SCHrDL-J 1,-� , - � ..�- I � 1) i i ,. I 7 , . , I I ; ! j 1i : �Z-'�.`. SOQM_MA_=I%MWN_ : 4-i I trAtIll rz 0 fit � -, I VI 1/7' at - I TOP & t,0770.j MOull,17=7 - AL ; I ,,,"M­.N'FW -.olo,��.R A. ,,,, COMBINED !N ANY Fick" : . ...- I ....-rk 94STAI UI I , L" V�; . �4% , 1 �$ .4t, '. I � , kICEN " - "I I , � I I I` , ,�- , - " �p ,,� , LISTWC POURED - $ �- , �1' , ii 1`10010A 1111,1111-DING CODE (High VII H.rT­;CQqFF zonTi,) 1, a' .* rONORM : I F. 0 a * �, .. � 1=% Wrw PK I i " RE=MD I I �CAI K, It � � 20 GAGE GALVAN121D STEEL STORM PANEL I - I I 'i'l sc:,,TE'�;, I z_ , -.---t 'Ii�,,S,I 19� % , S�T­l 0 � 'I . FATE r�_ � z , � 4' _T­ """ - ­ - _ � ".. � - A* ILFECO iNit 11111L PROTECTION PRODUCTS. ". . �, I . &4_ ILIA Iffi E,LQQR WQWNT1 '111, , CII . � -_ I Q14)0 - . lt rMFEI � _� , I I 4, ­�.­ - t.Lrr tfrrv.__. 6� �Krw.4,-C�1_ � ". SEC110 &A I -W. 4r.,)MFF- 146. 1. (".KOTI 1�2"__t_76 , ,E�_ , �*---,- •--uFFI =:.%� i__� � � AL .- r ,.. hl� I V-d �/._­ IFINnI , , CA- — 4 L sLN VaIm, _/b`I`7 �, IT .� - ­­ w n - _rLJ_P�11 7111.1 _Ll t-----J1��__._ _ I fWl, KI-LYAL L !�QUQF &MH1_NAJ_ 21AIMM I V,ATMA_A_CHARA_MR*T1GS AND SIP ECIM"NS: Shal be strictly In accordance with General Notes and Components indicated on shut (1, 2 and 22 of 26, of Product Evaluation Document (P E-D.), drawing No-r0-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26. ("Product Evaluation Document (P.E,D.). drawing No. 20-176. 7. L;MffW%0_N_$ AND COND TIONS OF U-S-F: 7.1. .',hall be strictly in compliance with Gtirieral Notes No. 1, 8 thru 14, indicated on sl,eei 1 of 26, as well as General Notes 9 1 thru 4 and 11 thru 16, Indicated on sleet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20.176 prep ined by Tilteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as defln:,d on section 1620.2 of 9-ia Flit-inda building Code 7.3. Iroduct shall only be installed Into pr-ured concrete, concrete block, and woos, frame structures. Prod ict Evaluation Report pi apared by Walter A. TOM, Jr., P.E. (Florida License No --4167), President of Tilteco. Inc. (Florida CA-0006719). "'111,1100,01', ,11"D, A k4 'I :�� ��- /, �!,, , . ... . . I W, 4P4IV. , - ,/ , . - ,_& E No, ` - 5P -, . e ..- 1 - - 9 -�' ,_ -__i�, - ,,ic,. 44167 1 I ,---_ ­ :_ _ � :*E - _ 1-10i ! .* " -z,- -�%I , * . 3 �4", _10'_ STATE OF ' " 4` II"., .0;oq..u...-%. ,, -(JAL A,,,01,111101" , - WATL D 1 TIL _FC0 AIDNION RE­CORZS I P. E. RFPORT 41 166 ORAL PROTECTION P10O1.IC TES LLC - 20 GAGE (AVI lIZED STEEL STORM PANIEUORWOt"I RtF`()S(T # 2DIOM01 / 110 r=co ,III r\- TILLIT TESTING & ENSINIEZA11110 COMPANY WALTERA.TtLIX I-. _IE II ,I, P P R Q MAC' F 1' ' V, � It PF �11­­ I ,,'. A ­�, REPORT NO.: 20-0727.02 DATE: July27, 2020 PROrjJCT CATEGORY Shutters PRODJCT SUB -CATEGORY: Storm Panels PRODJCI NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: (3 i9bet Rroltectbryirr PrWvLqts, L L C 4a00 80. 51 Street Davie, Florida 33:314 L-PURPOSE OF EVAIUATLON; This isa Product Evaluation Report issue'] E)v Walter A Tillit, Jr., P.E. (System 10 0 1406) to the Global Protection Products. LLC Rule Chapter No. 61 (320-3, Method 1 D of the Florida Department of Business and Prnfessional Regulation This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Is limitations and conditions 21_EVI DEIIII 5- MITTW; 211, PRWUCT-EVALUATION-D-0-CUMf�NTLP.E,D.): Drawing No. 20-175. titled "24 GAGE GALVANIZED STEEL STORM PANEL', sneels 1 Thru 18 of 18 prepared vy Tilteco, Inc., signed and sealed by Walter A. Tillit. Jr., P.E.: dated 0712712020. This drawing is an mteR�#I%piilltl�solli,khis . / , Evaluation Report, ,�­ , , I�A, 4,11'I .•,�, ': ......... , , , - --- ��--�-fE-, �. .o y. -�-'A-1167 \= _._.________ 2 STAI F OF ..'cc Z ' IS -P, -. . - II? !�, 0,-,' - � ,`4 ci RI I �)O,. � � � , lt'� �0" ��F I ' CS 6355 N,W 36tITSMett, Suite 305,Nfiami, Florida 33J66-PhotLe! (30I 8717t'Q��)64� ' *. N -1531 — ___ ___ - ,---- -------- ____ - -,-- __ _. ___ ------- ! (5C.,LLE 1,/2-I-) 1 . - '5 T96' (VITAL "DT0 .... - 11 196' rTolk W,CfTli - , I - I? 5W* fEIIQ�JVE *I - - 1, y . - I s sw ,. 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I0 iii.) BUILD 0 10 __ r I -- ­­­% � � , , '"SlEftTIONES fijoi SE-CHT-LAR! P - "­ � I L . I­fAi SCI-1 5/R. " � - .., - I... � WI , " � " - __ WI .1 I- l � = !"It=. (IRC. "` 17";-C III NEW 1, -�T . MSls , I�9' F13 - 7 - ... "I I . ,_,I 110> --. ,U-f U. I. . ill � � - 0 WI.G STI.: C ", I I 11 WOOO II.Tr ;-�'. I . �: i — _� ,`-, SC.�E 3/,Fl­11 Iltr"D MW � - � 11 \ / I 9 -rW " WI . VARIES , ,,'A' . I I I I _1 [ ..... - FOP cc - AIR 1I 1 A \ -1 / / I - I AI TIJO.E OR " . .QFI : \�/ , I . P I WOOD PLATE $,-Auu- TCP & IIII L N v'INGS C�14 4E � I ar..110 1W. I I QAI� I � . I .0-ft-E — C"'MaIISVIC N AN, ." �0 S01- .NY . . , _ IN-SAL'Arl" A1_.LI 21116_1' - MEE $C�IkXj Ok - . , ` i - . __ - T - - DII =Myt, 9 TROCI ,I ,� , � . "-, 1; 14 � . ! " A r "I ; I-r­ I i , .� Ir � - � �­�._ I _A__ LYP51NC; ml­ �, '. - aa.- _"`l`F _ - DOICAE71 00 4 irRa. �I,Ir� 4 I. .1 `.1 I= 'K.Mll , ,/�- -, : )RICAR; D rcl , = I-0, MI 1. I .1 Jo.. Oft VWAL� '- z , ` , z , . I'll 6 I T�, PrIo z .7" U., -tott'PrIo _� It-, : 140 � ­ . / % I I' -, . AI ­- I , 2: -, F LOPDA 9UILDING CODE (II VFI Hut Iccro zo�e,� _$ � C ' . I 44167 - - ,��..t 1�1�1 W. , �10 GGA4t GAiLVAFVZED STUL SWIM PANEI - � � ,.- X� pOhl X-X a * -. � � - 04f 1��Tt.` � -a , . = __ A, . - I .""a" "'IC-7 __� - - - I ­ ______ ­ - __ - ____ - - � - ­____ - I - _ .. .4. 141 �I ' "1­1-L_1.FIEI6_ I'�ORAL PROTECTION PRODUCTS. LLC. � . PF.Lf�L-ED&5EAQLR"EWKD-Aj.IQE-QB - �_. I , ;�Tk CF, .r,;i , ,T INC. I lT" f I - I � � ­ ,- :;� - �%�;vo,L 09T1QlO1__M=_�A E-N-1-m-S 0 ,,,, s�, - .e�lvllf�111_1,_�, - .. 't mr �E.x'frsr,Rt A rw­r­,,�, I I IWW D, JU11. F44.. - . - lIIII - -III. 11 I, III .,�. �R.Tfi"-�', '. CFS,�W-*,V, zo- T IF, I 111",IISI� . --,,,,I- l:�L"�,__ ,, &, ­`�,I,*I " " - �1.11 W - ­11-111I -�:�;:- -" -I_- �l el�!�I9 �;__iiwal­ ; ,�- -7 It;, -. 1!RlWL 1,_, �, - .1-1 ­IW _' , , , � Ul I 11�� " v 1, ,��_ �._=_;i .I.I.No-il - I . . r, . ;a , ..---. ­��v - - - _1 VA F.IA n,1.,_.•111 ; I,, t ;'I7,()1. 2.2l TEnUMBI I.; - Large missile impai i ) I,-- ,,-, _,tl,,,, � c pI-,d-,-r(r.,Do II r�3TI) �2-9�t siso td,vil as per section 1609 1 'If Ill - Fli-A -� Puil,,Iirg (�cd,� Llrjlf�)rrn !;Iatic ioads, as per Section 1709.6.1, p AISTI,I F-'%­<0 THt,r report, -,,,,I_are0 I.F'r Arnqrican Testing Lab of South Floridi ''%,c' ' 7,* 'It. I .1 11' i'I rlAto, 1 " li:02 viAn­;s&ed by VvIllipm R. Mehner, P.E., E ,i-Ml-,,(., ,-1 F ,,;;.l llerirT I* ,,rem, P,E. anc Report No 0219 01-09. date :et�,,_iI- ­ 21(Yi ­i;t 1-1 I __. ­alec by Ed(rur,dn Largaespada. P.E. id H, F!_,1c[n P E ' �, - -- , -_-,i:4!n-,panl and C,j,,cIl,L. loadings per Proto, i-. T:'-.,-* .- '.' -. 1 h zl'i as ;f ­-c!lmii 'F,',1C1, 1.2 of lhe CITI Building Code, Test r __,r - FI: �-:­: ""I tIi �",711e,'C_a;l T`QS:11)g Lab io. � 3 1*1 FIC-1`413, . , 0 Report No. 1123,01 ; J�!�(,,* N��,:,�,r,t­­r 23 12C, 10 signed and ,�enled byJ-.0* C. Gortzalez, P E. Tensile test report N, ACNI ),,m i,/ 0C. IV et slit irg i,-_ol. Inc , iI March IT s, 20W� signed and sealed Fro;i� k.,;C-0e P E ,-,,s pfF ,,,STK-1 E-P ,imi T,!,:insjIe Tesl ae per OC MclaRurgic, . I,:),,Tt 1',1,7i. IIIKM-1318, dated Decarribc.1 i 201tp signed and sealed by Jomy , I i-.,i,:, P E. I,, aF:,r 4,STM E-8. 2.1 JTRUC71UlRAL'-NG1l,4EFRl14C, CALCULATIONS: On 24 Gage Galvar -d St,le _:o,,,,rii P'ioA lor T.-_ ­1_ ;­Ael length v--, dpsiqn wind load, as viell a --,;­,,DTim,ta, firrt­ �pLI)r,inc; . ,j-, wild load arldpancli length based on ra . :Ir'IJ C(lt'1l_:ef,,1IiVe ,qn,: . ,-,: in accordi,,.,_e III suction 11604 of thf I_- --1141 [;J,tF._ J_J I_; - ,)'!6 (7j' � ' .: p r �III by Tiltac,x , _ .T - - Inc., dated 12118/10 - . ,�.ji-:--'-17*.,!--*ffr*'i;sr4.,;isiLr,li -- , ­'.. z;�,JI1dby0jaIt0.r A. T11111, Jr., P.E, 3_M6$JM1MP_6''_-i r-.,r_6,.ST;,w-E Large rnissite impac: :.-4ii-: ._---;tt 5 tl-I - " ­ !,4 I ,-,;r)de as par SSTD 12-99 Stands , _,iI 7 At_7• '-­ ! 4. WIND LOA_D , L$ . : I ` '.1 111S I AN",; L -. 24 5age alvaniz � "a.t.",[11 F'T'I 1 1 iCr ^ - ,U, t4jjl j,'ir,i PfeSEUreS, MaXie,­ ,! - I,11 ,J J'+n-I!i Ih,� I ­� tuts %. 9 I I 1 1 1, . 12and i7ofl8ofF or;IE:,;,i,,.I,if.,i)(.Ii' :1 r 1: 1 I or Awiny Nu. 20-175 Maximum Anchor Sl -I. rig r*tll 6, ;v, !-i ! . I. ,tieots . � IQ, I I I ? thru It) and 18 of 18, of Pre - ct Evaiumi.-, n,aI ,o , ` 17.0 ), drawing No. 20.175. 24 Gage Galvanizer - :-ilLi S,orin Pnirtel hoi; t,�n verilt-d for cudu e.ompliait:-: it) work as a nori-por0l, ; rtiter assarnbly, w, per S:3TD 12-199 Standard 1,killitlitti"'I", A , Tl( Z 1'�i.;, 4�1 ........ �, - , , , EN * - -, /,a,-, 'SW,: � � ­_ S4. .. , " , I .. IS _�� - _- III= _- - � - I I I I = � , 1, n- �, I� '. T f --&-�� 1k i *= ­­­ ---"-,- ­ I - - S -q'. o"A" ro; .-r- - - .1"�, $' - t " , I, 1i'N - A 1- '� ,O­$t� % I I ' �",,,I," 0. III! , I �;, (_ �4 1 1 1 1 1 zi UIRI.L. I, t., "I.Ill, Q ikoI "mou-NO, Ftl_q7;7,.", I S INS TALLATIQN: :lihblri,4,Jn�e perforTneiJ sWctly in accordance with details Indicated an iiheFalr 3 it-ittl 8 12 thru I P, of I & of PrQdLI Evaluation Document (P.E.D.), drawing No. 20-175 Minimum separation to glass shall be as indicated on sheets 3 6 , _i 14. 15, 16 and 'I 8 of 18, of Prodw;i EVIEIILation Dccurnenl f P F -0 ) drawing No. 20-175. 6. M;'TERIAL CHARACTIE . ;M,5TJCS_AH_Q.$PEC1F1CA11QNS; � Shall t,e stric,Py in e'-_,"IndarlI with General I'lI and Components indircaitic on sII I end -1 cif 1 8. of Produrl Evaluation Document %1P.E,D_r, drawing No. 20-175. Anchor specifications shalt be as Indicated on sheet I of 18. of Produc,*,. Evalu,I Dc,cumen, M E D'i. drawing No. 20-175, 7, LIMITATIONS AND CONDITIONS OF $ - , __ .. - �llilE; 7 1 Shall be strictly In compli5rice with General Notes No. 1: 8 Vito 14. Indicated otI shtie', 1 of "i5 of Frod,ict Evaluation Document (P E D.), drawing No. 20-175 prepsir;A- fly Tilteco. 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" I -Awl . .tFALLLO AS Ca"WIS11 , I , - ' SO, -PAkEt - - cm sc.mu - " , UFE OpLNw %to - Ns) - �� 00 %m -0 , k"'S 1*2-*= ., P AR � kw" �Pei:Arru--, / ta,�� OPTION #1 FOR LIFE STO To FACAWSEATE -,SAFETY I.STALLAT.O., IF INTEMIEL ,� - _Ry C_ 41I 001ft I .0 i ,A -.O.M.*,w ��_ _" ­­ ro a, .*I�LCO OR RE P-AN-Et. 1 OF S1XXTF,K - Isn si`­401T __1 � , _1 vw,.j � ELF-VAT-IQN WALL_MQUt4TiNQ INSTALLATION WALL -MO- FLOOR MOUNTING INSTALLATION 11hF $ f�*_ , - SECTION 1 SCA, I J/E_ . I' - srGlIam-2 SCALE S/R_ - ` - - ig@' I -' ( - ,/e ,1,- - I 1* 1001SL ft L1`1 WV1_awALR`A_�-3mv_mw_ALwC1N k7A_\_­_ -1 _.�T�_-\_,/­i.',,_/��_'x ,�_:If " �` ,S_:47___� "ZI I WE SUETY STORM PANEL CAN OR LOWED AS AN END PANEL (TIPS- 04 LAST PAW,) Jly I , _X_'_'"..��,__ OR AN IN-rR*# PANEL (Alift PANEL LOCA'rkDM ft 8117WEET, --NO PANELS;. X e - �� -�,� I IF`ASSWF ... f PAN=- My l)R MAY 401 K 14SIALLFD ADJACENT TO PEO-AR PA&E,5 ,` -On .) - (*/ OR W/O REGIIAP IPAUS) ME W.ti 1' 2 Lift EL CO"Sws W 0"' OkVA4rZED STEF� STORk, -ANEL AS Pl"F� � PERer �E-FT311 . SHEET 2 OF DRXWWC SCALE 3/32'.T* T�VSS v rO RE 4kFmOvED OR WALLED FROV TkI, NS-X_ OF STIRVICTI)RE, I.TJ IN&I .1 LIE SAFETY PAN Kgk�X21111AC 10 K COMPONW(D* K�4,N "PCi, ro ,A%" TILIJ ' , P, " % %is I K COUPON , Or . ...... ... - altwit; -� - " ��`,, %JJAS �,, �� I WALL OR FLOOR MOUNTED FOjL:`Jf1k4C I N ' COUPRONEUT EE fW­A,1XZ S��CTtONS & - . - - 2 ON THIS SNM AS WELL. AS DETAILS I & 2 ON Skw 1. ��...-`\,C,ENS,& .1, ,, I j , . - - : F LORIDA BUILDING CODE (HIgn Valociiy HUrricanit Zone) 4 I'Awn LENCTI. 7OR CAIMP Elm 4D 6 It' x � Nojwb; � Ma� APCHDR SPACMG m COWPONEW. OAKi-ORArE AT EiDT-CM IS CIVEN ON m . �-i mle ttTtm - I . . * . z � 20 GAGE GALYARIZED STEEL STM PANEL I ,,�,' g, 50HEWLES L & T SHEET I 4 I Tic ,-. -, 0: _-- - --- --- i COMPONLN1 QD WY K IkEP"Itt.01 OR RE-0,100ALF T� . to��- I - . -_ :- --%-. ' � , PROTECTION PROOUCTS,, LLC.� "I" "' , DATE I - e __ 'OR rRAK '!� r -a:. ,At-_--.:r-_--4, '. GLOBAL 11LIECOm 5 SLT DETAILS INSTALLATION WIO WOOD allltDINGS 01, SkEE- , 0Ae, A ,, ., ��. _. . ' , - , C \ WiL �. V 111Rw - X � f v- _� Z.p­j<-j ...... I- , :A,`L , , I � I - A, , 6 SU Skill A TO* DETAIL APPOCAVILE TO THE WCIFSSn MR TkF wNSTALLA-iON 0C """, ." . niAn Flmmii: - --)W (�)`!AiI_no, T.", w1vie-4-N - I 20-176 N\_ . - P" �. SPACERS AT TRAUS INSTALLED ADJACENT AND WMND TO STUCCO/VtOCID RANDS -WI i - . - P'"', 11�1.111 _ - � � ��, �::- I - � - - - E. XXI'liaiiii""WAK71 Wi` `I]i � Zur I T 'L .�,M.T.- Wime "s w A I- I I FIM 11 I I I - I - _____-_ -_ - - I NA? WUk__A_.jA"�ES1GN I_REU_UffE_ RATING (p.s.f.) AND CORRESPONDINSE _M,A_X1M9Y__PAK"E I - (^_xo twir }Ok P"Aff _�Y�, *(,�,A rW,TA1�1!W, 1� PRR SRITTONS I n0tv 19, ON L.�Icm 0, Tf A, r - -� _ ___ MA".- � LEW, I � �1 1 __ ,,W,i, : PIAMILL _�Illw 10 lf[r�_ �� ,j .W,-. �. v tax Irv., T, -- 00140ftia. � "" � . __ - ,�5_5= -72, T-- �- ,t�t a Ile ­K"tv �v : A T - . - .1,15. - 71i t . �' T�� O', t' 11,1, 1 �, Coe 'k,ixCTEO , 4A, T A ? - ,f _ -- ."A -12P w-ii, TO " -7* Mu._Z �,'Z' , -OC&IN"C" 6 _ik-_ - .-T& -490 1 IPA' ORit- I 1Z, , "Ov".Xal- 0 .a 10 � , e FOLIO) .lr Ue.-PtSC ss us � *%­o �, 'T' * .04w_ 7 ,*c, MAXIMUM A.S.D. CILSIGN PRESSURE- RATING (p,t;J.', AND__ SMORE5EQN DING MAXIMUM ANCHOR SPACING 59-,HEf)QLL F_ SMRM_?A,NELS__j & 11, INSTALLATIM IMM-EXLUNG--CMWl-&--C2MCRET"=-K--IiIRKIUM (V" ONVI " PANtL_51`I)A 'Of IAKSAAL.TIONS AS FC* SECT"S f NAT) 1, ON S-EETS 4 J, IC ' � Alfl- - _�m �� It. 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I. � �_­`___ e' � ­� I w- -_ -I--- . 4. � I Im I M1!, 4 I I : V I' I .". 6. . 1, ! v -_ - 1. ; 1. - , I - & Y ceff�� IV- - i M,,� .�.. ..:.----L __ ---I----- , , �'v I- -s- 1 4 �/. . , --It 11., t - - - & ,�.- � 6 - 'I Ll I �­;_, �,, .12- 1 � 4 , /e "" s5a­ ---m rk�t . w-C-ir ,w kr-AT im. .Dm .., i:,��ae - _,;F'A .- .."': - apat pir-a Am .0r;A" 9. " ,047z'm ro. " _as $ I T­ -,m-Tn � sit-t-i ,imoct ikeeme wNcm � -,Tft� spp_�-_ ;,o- C,,, x"4110 A 9, �6K r1ps " "i`5 DIV," Na ot -05"U. "MuTtv Sp� W711.0 , 'up UV4 `� 't --DW 00 " M �Wiij SS�-,­ -19',10 AMC- T,�t 0 -ft LMID I ­_ . I '0111MI)a nn � 1/4'a , I-S, ,/v. I/C. ,/e. /e. Zen I I I -1 9 ..- (i`j s _1 � __ ___ J __;__ - - , ,.�, .--...-. I 'tj - -.--- - , ,_ ITT I _­ &_w__;;_m�__f-ii mmm to mm : I FVAM - , "r _:_ - - - I ___ - � - - - - I - A ': - lix L_ , - I m ----..Ir ----J---' � - A PP - :11:'.. . S/F* LONG Ii- W�kikn elf ,._­= - s . 5 TIT . !I.' 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Bu,��Nc­. wi" ,s.D u,iA ..:.,� ' QF *Q - 55 5. - 72 0 '15; lkl� PANEL S LENCT- ur, TO 0 -is' 2, r! �<W WOQD FPN%fit rj�NS'R,ICIION. *Oot' VJWPERS TCj BE 530"WRF4 4:11 ,,,1 2, wil tPECIFIC, DEK517, OF v.55 OR PCojk r �_& � 0042-6� � 6� LBOTICm VOUNTINCS CAN K TEO RN ANY WAY TO SLIVT ANY -j"Tlj , N l��_��111_1111 - " ­ �' , I . - .11 �i,Fl tA, � �Jl- i/34S, , le;`�,:,c N '-, 46 . I . ,9,�-,, ,..,: Sl . I I—. � !: . ND V67_*._ z TIT � h -, . TIT :: - - -�_ SWE OF -�*11@=--=W-=- _7�_, - - 7�N;�.- 't­M, At1o. " I - -I ,-- -1e- 1 841�­L t'e '',- �IwWy-y sx^,,wwniiiT/Mq I FLORIDA BUILDING CODE (HTUh YCocily Hurfrfcri. Z­.1, , - NIM - - . � 20 GAG( GA-VA%lZtD STEEL STORM PANEL, ! F___ ------ - �- j __ , I .__ - .11./� I " GLOBAL PROTECTION LLC.I - &,�_ 11LIECO,mc ' � s., �, vTeri [7,fNii b �ttsmwrA*4 'O...., i &.t, r- Ji.1'. .. - .� -!:: '.;:_,�_ � �� 2()-1?6 " " %�L' - Wlym �11. IA' ."Q­11 - ,~kn mj - - 1�1�1 4 - . o�f �_ STIALLATIO-N DETAILS -FOR REG "AR --PANELS_ _&_1g NIQ--EXI$--TIIAQ--:ff-QQD-ZTRV-C,T-V-RU - -1 0 ­ --,----I- ­ r-r- ­ �---- - --- i I , � w - I I I I ..,. . 4 ,,,I- - � I I M (� -ax kw. I I , , !-j L; �­­ 1 I I I , ­-- -;� Ili ; , 'tr ! I .,��. i��P'. . . I I . , . , � ___ - - - I � eem-I 6 � I . I . ! . ­ -,_z I , zi,� ,_ - ___k ; i--- - . � I � I F�] - �1_ , � -; r It _�-3 ) I- I cc: � i 11 - , - _ I I . " . L � - �_ � : 4 � , _L__ - i � I ... I - ; - ; If � I � � � I I ii, � _k_�! I - I � ; It LtRi� p I I i I M-. ; :1 : i � ��.u- � . � 4- "i � � � �_ - i � �` I w - ) -, ! ; . It - i ALTEBUAME Ili ALIERNADYL-2Y I I 0 . -,--- __ - -_ SCALF 318- I' %Clk( Jit­- --I it - . - - w S,f 'I 0, - 2 i ! i - 1w - .IiMA,_ -I Ta .t,'61 I , ; ,=,*412- ! I ; _F T'LiF I - I � 4 , , j I - � EQ I .1 11 I . ��F. - � __ - - - ! �; Io � - F I 11 11 I to'! I t : � . "_-=;=t%I� f r � , i Fy - I wmekEr i I , L L Tj__.. i I - ; cc, 14 �:,f, I �, �____ __. � % , . 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I ."i -� ; �' !r I I E ? � t r I , I 1 �S,i - � I I II I, � 1,_ I _IIII.iI�I,11.111 _�- _­ .- - - - - __ � . . . . . . . . . . . . . . . - - ­A_ILii,,,:,, IiIIIIiAnim-gi 1,11, i �;a�!1,o,:,�:�,�'ll""I'll""II,I, X, - I L! 1: E �, 1 , Z-i�! : '! 11QE,_L-_4, -I 5 Ilif,g , I [ ­ � q � i11 ,€I1l;':3€€',JEL--z��' K-5 E N G I N EER I N G JE XP R C $ % IV, PRODUCT EVALUATION RVPE3RT I ;aalartirwir 15, MID Alipliml fillumb" Lr M a,Lj - RZ EX, Pil Nuinhim 2GmAi4at FNAidal litilrartaort,er All Arfirrill "Nirtors aw Gil N1Or,.12w,1uIOrrAd0;LlTslLv 1540 Dorm Ril fivIii Psifir Beach, Proli Now & 0".AOptAirr, 24i GaNarozoat Still Clioi­ FiAl Lail hilissisula, .'ffW ReSitill Scope of Evaluation; j,his Pillowhiti e'l 04,41ill RIP)o Is being ­.1 ki itiAminalas iWrlift Ifs yv�,&Ndreftli 04 itt 910i I 5 I _0quili on if I RL Ghaptair CIVIVUTIP ra IA 154LIalMl INLII : � P r Aws'doM F? lylooddist suft t; Conistrisaii A5i ', 005, F_ AZ I Nn staletilldil aEXQIjl�0kl1sCP Par fife'ODd I �I#f TIRFL, plataul I aboria, hem bel tgma,j LAII,ra, ii,ah,ai Iltv'swilliNarizeLl fiosl& T,6:,,,lvow cartipfini wilih Ute FlaiIiJa BijilIsHily Co -dill, AO.al. EatWI 11irtuppwL fiATIIleltL;AtftiIP&ROy -aTLhI(1oI jM, Re-IrWILIllillibrin ar ths, piedutl i b6 1 llilp,,lYIlij lj[k,,rinL) paltrIxArf FfiffIrVila BuildinsIl Cela lFc,lifille-koi ILI llwl"IO`I�4LII Substantiating Data: . 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I I uiiAUAnffcasShi-l-mGil teWii triiil L, Ala 33% if Fn awaril- Atresa im, 00-ii Oakoij not 1ho lksiil Lif thin pi ::lditw Up , -al INLI�'Tl gwitai 'a, tOr ,-, eqursireo Rol, 11"JILl nutilde 0 'ItInd t, ILI TTILL it ilind �atr4al �Vt s,AjIllrL:, I Impact Resistance: argeimpam Re�lla�Alrqql has tKim defTiIINNAll q-, -,LLJtL,l,.L�d In PiA�.ti Li IrAl 'Ep',V!I.�, a� "k wnuiltrill 10I In ths ta,unailINNI 18�ttlrs ILI 2hittr O�J,k,L3 I Wino Load Resistance � i "us Pfadism has begin, oe'-Vined W f#"l �d md k,�,EII6; Os i1ell'aled - Q7a -_,�Aj, " "AytijOt- A v,,, t:IP ,0 ICVI. 1,gjT QaIVP1JI0G Ima �IT. 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I 5 , i i . - _____ � ____ - 1111111111111illilill - I- - - . . . . . . � � - I - ___ I ___ 1­­­1 - I I , 14 - I � V . FOLD UP WEATHER ij��I� _� - - A � ___ 11 I - - � RESISTIVE BARRIER & _-, Y dv F A T H F R R Es I STH V E 7 � ------- ji V_ -1, - __. WINDOW UNIT a) ___ __ � TEMPO�;RILY SECEUIRE . . . . . - j BARRIER i �_ -,------ FLASHING REQUIREMENTS (1) ,�­��,,_ ­ ___ ,�, ; ­: --- " -1 III �_ _ Dur.)R ROUGim OF,F',wNG I - ­­­ --- ­ .... L ---- ­­­­­­ ­­­­­ ­­L­­­­­­­ - 1: ,,, _; __ - � "', L 1 i L, -..----- __ _� - - _17 WEATHER ;��l, I ,., i ; ILI - - t.. LL : i LL� SLOPE � , 1 " i R E S Is I Ti BE 1__11� , �,2� , _�,:� I 1 i i �� 1______________­"��� cr_ - M - I - �, 9- ' - (D - ­ t_ I - � i . � - a 1 - I ,I ­ (L �, , I ' , i , . ' -_ . I� I �� ­ I I . -, I ` - C= -_ ---Vic ,"'I, t, th a v e-trw-resitstant zexfi� ",, - I I - " E � o: :I a . T I i El e t � ' - i - I - ­ I, L -'�� i - -f' �. � - - � C-Ui I , I 0 """ 1 - - � I , i 1 -0. - = , = 11� w:, - A i .I 03 in . 12.0 in R703.1 Gener �II_ x, il:_,� ­all� shw� ol .4� he building w A, t'I �,,;$ W J li, 1, � .,--,, . �L" i i 11 I :> I �,, , il__� I - I - 0 k - W000 FRAME C;l.)N*TK __� - : - -rn - include flashim as ­.- " i- I 4- Sectlio- R 7033, A� ,,� BARRIER ��,, - �:2-_-M - I 11I ,I, �!I - - - - �� _� -, ,c - u �s�­ D-- E PE - - ')R SE LF-Arii-IF: r�11_-' t_') l"LASH i 1LIZ - �, - � - L - �? ­T � - IF , q -- �g ­C' P k� ­ � a) TA � EXTERK 1 -­ 1 jUd" " L -A i C (0�6 T, j : '05 cil � - IE 7;___ _�' ��aa, � 1 � I, - I �� D OF - OrIS t R - ", 10 - - � L, ; ' TO BE AlYl' �L��) UNI CL - 0 � I � -;a I ,�� SHEATHING L N - __ - ­­_ I L i - C - , � , F­­ F F _____ a ,, BE'UkPPING 001N : ADH-',"StVF IT ­ - I �� ­I­;;,­� i - SELF-ADHERFD FLA,SHING Q) I - "I ; I i , "_ LI, _, I "I"II -s I I, ; ­ L ,,�, g - - i � '11,11"', OVER Rik! JiDtST AND 1_1 I I "' 9� I ,IR ANT, D C,:)- 0 1 1 1 T f i R F �,,, i � W,� i, r.� C F; o r ,11 11'%Iq�,I,�,�-�­ i y� I if .11­� i � , ��, " I I I � ( 11, : WAI-i Ey i� till, �;�� " � � A� L,,,r,., i � - , Ii . i �, 1-r'N I / ��Er_TURN LIPJAMB 6 ... 1. LIS[` 11 URAD , I E I EXTERIOR R703-1-1 Water res�stanci-L, I I'�"e !�,Xterior Avail onvelope s�lall ble� designed , irld consln,ricted In a -i'Lannei that prevents the accurnuiation ofwater .0 M -0 -��IA't'�, I-",­�, ,�F - � r- - : r I ", � ",__. / NAII BRAND OREQUANIL t1LEs1HE14 I i � 11 M IrIll.'ri-ii, ,,,j,-,,,$j . i (1) ,,, ! M - ybyprovi&,) ��,-,,�a��,,,le-resist�-3nt�)arr�ev,,be�iin(Jt��'ieeX, ej Pif't`�� 4­4 �,, within the wall a.sse, ii _jog as rec"plired by 113'ectio, R" 9 a;nd. a nliieans Of W I i 11, I�,IRQOF FAt ;LKINio CEMT. 1i - I k­); 0 1, 0) 4_0 � � i 11 Ir, ,,, .1 � I __ �� IF 5 ill rliw-% --l"i-En - 0) - I- VVIEXTHER 1,_, ��, draining to the e.,xfe� o -vvai tr r 1hat penetrati ffie ext ,ipj - A fol I -1 1,101 11 = =3 (0 , - I 'j. _,_ 11, � " �.II �­ I - ILDING PAPER lhi ­�'kl,, I , �,I, SE L r-ADHERi'[t, r- LASHING I BUI I M , I __�_ - _� _1� �� I Q) -0 0 ,..a ", I - - ," ,i'r I ­>�! - _­ `)I -_ I*= W � " RESISlTIVE ,4� t.,L"_ I -0 � 4 - FEARRIFR joj��,Ir,_ ' ,� � ,__ - ,., -I- _ E � a , � 2 0 ,_ __ I, _­� IC L r! - -1 - SiU iO Lr " Al. I Qrl',S (�,`F �, I -1 'r� � - k, 1, 4 ,11� i �z 1, ,� ,, - - ;�., 2 -- It F � h �z t5E - WIR . ,I, -� -�arr,iet. 00,�:,� layf,�-,­ of Ni-i- q - aq-ralt Im'Ll f - ip * a$ and toreaks, ci,xnplying with ASTM D' 26 Tor ,r e I feit or cvt C S.- I ,, -.-> -7 -re,,,i�s';­, 1, � I - . � , i _. f ­__1 ... I I � " ­11,% A . IR703.2 Water ': I - M " Y - ner � , I I:, -,,--.-- = ,` __ : R DE(]K�IIJG - , � ,­TII�*, t�4 _r - �_; _ _ �, i I � I __" 4 1 t Plot: I , - , , _,:­I!1_1'�� - -, 3ver s­i -alh' el ba - 0 a- = -9 3: _­ �K �, � I 1131-LOCIR """ � ;Ill ; -"----;I' ,; I tI ]-qvrnei s- -, � r In ,­ r ,(,,; of oil exterlior wal's No- 15 asphalt f. It Shari - ­1 ,..-,d koriZori = , J, ':' ­_­­ - I i " _lti ?� �, �, " - ,_; I approved wattislIve L,� �� hall bL a .,,p IsO f _ _iI=z or shim - as giotle - I .,� _,�� 1i �SET DETAIL V`t,`1' 11 � /F r �,I _� i � "___4 1 %Ivu 1 1 I r- ii 0 li - _� - SELF ADHERED FLASHING 4"11 - I -1 � � - . - R I - , - - - I I I I I. a B � - � w - 1�­­­ apq-­ �,-, tr th no' 6ess, thar'i 2 In dh e s W in Is - e I Is I n t a It cc 2, r, le t I'd inot lie; I, -1 r .r"-,-- ." � I - y er I , -, e d C e - la iower lay,i�-r . t i 1. - ­ , � _ I - I , rth the upper -1 � q k I shal De laripi ss than 6, iriches- 011 a -+-4 � I I - -_ - l< %'i ,LL 1,,­­_ M! EE= I , . - i r, co M I;,� f, � � �� , . - - - I � ­ - � , 0 -> - , - r fa­iir­�_ I " , I !i - __ - ­n-, L be r'stalied In accor ance will the viIi -, r is -five � Gmer 'nanufactul-e,ri's instalW on hnsiT(.icEons The P o-15 asphalt - - . " ­, I I- i approved matenalzIr - alf I 1 I V - - z _­ Ill D , r - - � ". , I R ft M 0 , , � 1� i I - � 1. I- � - � i: , HEAD FLASHiNG TIE-IN INSTRUXTIONS=. __ �, ", __", __ "� � - I t ,� I - - V) _� I 4 I - , , F __ i I , I h F I *1 s t -sr ration I bi G 1�1 _� � � � _� - ter--res'sWe barrier rn A, 1 r-ail sl all b e �Oillnuou to the toLp ci� waID and fern nated at Cane is and jildin, "'I I <_ r , felt or other �Fjppjoved w,- - I I 0 r - C - I I f L_ I rnporarily secure weather ", -_ __L�Ir_ _-,,�­-,Rrlrl,1 JOIST - k i " . . - n C) %_ 1. ,Cut. fold up & to "I I,." 1� � 1 I � a �� F i 4 0 CL - �"", "' i 1 -4 1 appendages In a maotiner tl,-� nle�l the 1BUL.'mements, Of the exterior well enve,-iinpis as diescribe F - Sect -On R-703 1 � , L U) stive barrier above header to allow for ", I'll- , ­ . 1. resi 1,j,, " , � ­1 , ,.0 - I r a 5- flashing installation I � ... �I :1 - 1 1 T \ ,I i I CKS C W < THESE DETAILS ARE GENERIC AND � ,_ I ,-"__L-A 1 [ .1 ' I _,� -I �__ I 1-- _n - ""r- �,,, I �1_ I I I Y � MEANT TO SHOW GENERAL FLASHING 2- Setf-adhered flashing pius head flashing under 11, �,,, �,, k ", , i 1 I - " i � _�il � � I I rStjVp U O 19 . � ba I " � I I � ei��-!� _t-w - rlsn'j�_Ilrs, ,I,! I j ,I p _M � L", e� I / ,4I , , -1 R703-7,3 Wat I __E_ , U - � - Vat r-resr � r5 shall I le installet'l as required In Section R703-2 arid, M--ere sioplied over wood�based - - 11 "I � I� 11 i is - I L I -, F -. , P, r i --I -1 I, � Y - I , -4yers, 1 7 " - hVE �/a , r vvan a p,edo gi rt ­ �� lo 1= IR �z "P ­ I -Tr 1 - cz - r 4�, S;s, � er - - � � . ,EJ i L 1­_\ . , - -i ,D � _ III I __,,,, ____1 -�� L I sheath:ing. sill -cliu-, Is P- wa t er, � por-perrrneab�e bar�",lej " f rrr a, ce At leasit e.quivaient, of 3 Jle : The _ , � - AND WATERPROOFING METHODS TO weather resistive barrier kl_ � ( - ___ I ) � �', ,'�� . 3- Foldweatherresistil I �, I lte barrier back over head . � ( o l� ._._.____1______ I - N ;� � - - I -1 i BE USED. (2 11� I ...... 1V___f - E T i h 1 - i -I flashing arid sea[ wittl tape II1­­,`e ��It,/ : (,,?) individual layll _--h�-_Bll Il i n sa ,I= a:: � a d �:ndE_-,,-endenr1Ii­1 suCh I h a t z,-? I-- l-- I I i r po=�widas -0, steparalte continill pilarre anE. any -'I --- s h i n 9 linstalled in , ' �F I � I Il t �r'jtend& I l.,,,,:r 2rain 'ot the wai6r­fte.sisfive biarr�er is direCted betvvee.-n the fa�,,,ers,r 1. _.__ ----.----.1 ... . ........ ­­­­­ L---------.-,,---�i.,�-------�------,-�--- - -11 .. ,. ­ . ...... -,.---...'�,.,-.-...�--.."..-...,-��----.L�� ... .... ­­­ ... � ­­­­­ _-, �� accordance wiri ,,3ection R-10,3; I., -, -:1 0 � I 'I - Scalli NITS Ill P I SELF -ADHERED FLASHING 11;11�7 LF AD HE RED F LASH ING SELF -ADHERED 1 LASHING FLANGEDWINDOW CEMT. FINISH SILLif POTSHELF/ CHIMNEY SHOULDER Exce ption: 'J'Vhere "he ,,Lli.iat�c-�r-rT:-�sis'L,�,v:a, barr��er 111hat is applied over ,ivo:od based s;-h,sa.t,l­&-)o has a water resiistance I ' FLASH�NG INSTALLATION AFTER WEATHEIR RESISTI'VE BARRIER wpol EXTERIOR. DOOR WITH DECK - SECTION A W F ju'""' 2 i WPO3 - " StUCCO 'by an interven . a i ! t ) i equa to Or gfeater- than that rof i 0-m':.nut4a, Gl I' uanl ,and is. �- 11 ir-- - . � I Separ,ated from th-' - � i , .11 L-ril substariliatly, nec, r�t­�I;,-� ter -abso ft ng laver orde�,,,mqned d"r1ainage space, �, : ,, si ANICALLY FASTEN, 1F RUBBERIZED ASPHALT -. I, ,, '(�` �:� �L.)A ��I­IEAJIIII`rt�'_ � ,, I _ ! E' III , PUBEEIRI-ZEID ', I III i III ,` / : 314" � 'E ", NEEDED Ill CORNERS ADHESIVE , : : i D OF C( RSTR, - j I i �:,,:�!H�IF-fq!�,!!��������:����,�l�:.,�-��l,,TF-��!,�picI .-_____--, _,­�,.'­ _ BEA � _ � - ­ `;V�ItJ ,�,­ " ;� ASPHALT ADHESIVE I "', Il " I, ! ITA; !"ALL- I _1"­T'�­ li \ - z � I, ! I r.iA5t.Q3_jI%j', &rtE��;L THIROUGHSELF-ADHERED / .1 i : �1` , ACIFIESIVE TO SE AWIEED LINDER ­­ --- -, , � , - - A - p - i, ? C', eU ­,irrq, vinyl flashim seli'-adht,"..�rcEd ri"rf:?mbraries and n�,,�:-cl,iiaiti�,cally,�;itti�c,,I-ted fif.z:Mble flasNngshall be applied "'t,", 'I 4j - I� R703.4 Flashin - .Q.,nv, I � rn�: ,31 flas! .� &S" CEMENT W `_, � l/ 1'1�_ III- I I �� . ,` ­­­ . - � - I , � -[_A _rIF I 1 ") : 'o 11 THRESHOLD OF LID( �C*IANl � UIRN It I �,,j ILI" r kSHII+a ­­y I/ � M'91, / ,j �L�14�31l,0114l SEE r----SE,LF-ADHERED FLAS-HRIG -- -- I , 1� i kq!�, ­ "I __ --r I/ L� I _,111 " shingle-fatshion, or in accordance with t1he �iiantif�.,,i,,,,Ii�'�"ji-far,�'� instruclion�s� i"JeW flasl,�Ill shall br,.-, IIii,'arrosioni resistlant, [�Iuid-applied fTlelimbrarres PLASTER ---------\ �,, "AFIB 1I ­ - ,v - A _� I '�x OR JAVIB 6'. Li U �,�UID NAIL qR - t "', � � � I F 1, AMED VVINCAn�' / j __ , � i �BiEr` LETAIL IN'FIrl[j) I ­ I jj(', r',,Lj,),,i I �lf? - -ATIV F -01' ILKING �� I i 11 5 H in , " i" i � ; �i�is'Ll-i'�,c�,i�f���)t,li-��.,,��. All 111asNir ... ig shall be, applie,d ii�),,, Mannisf, tg, Prevent th- -11 �_I_i _,��-2FS� � OR li VUF 'i PR OF CAU -iG " E �` " I , used as flashina shall be ar)plied lr accordance tv,,li-1111 . . .. 1 t � i I 1, 11 I ,; ,'I � r e i "'it i � , a I ) 12 1.4111- DRYLOK 11 CMU - MASOTIRYBILOCK. : TOJLfl(,,)� " - - I T-1- 1, ­ . '. EXT REME ____1 RrErlt.!El I iiifCAL ---- � -` "*q:L�,,',,��!�,����,��%�l���-- � �,- I �,, . M \ �, , E 111--_ � 7IT", i ___ , -1 ­ 11i I , - __11 , ,I __,,,,WI,_., T,,, 11 _", 1 I U_14�I v,?�-_O cavitv a,- Pe,'IeI,,a'io,n of,llol,,,aterto tf,�EE buil6ing structr,�,ral 1, -- i � , I,,OI'1­4�'011el - '*- - -, IK I , I - I I I _� - ", �, I I I­Irl,­M7�Rs, - ;:I "W " -M )I V u�,r,mri ON (Aff,Ai �_ -,,, .--l.,, � - -2, ui ,� -I- �AIrn',,, - RELEASE PAPER " entry of vivater'n't'.) t' , ft ai n f P � � x I i """, i - WINDOW Ix I C, T "', �--: - � t \, "Ill I .1 #i,s PtQ1L4i_A,,PA I k Ij - . I ; _ ­�I=� __ `4�'B­'Q`�0_-"I-W�- :N,L,,�,I, 1,1 1-" � "",", __ 1';Rflr:�'-, Lil_,`�sd as flasNng shall, comply 21"ith /-t,LAK,1A 7,111, Alf exNnr�,,:�r, filatilfm ­ ­­j I­k- shall be Basle-- at the iuncturill I ()MRAJ SILITY L _ I, , I,. ,1 1� "ll - -- ­ I7-- ­­ ­­ " ! , - - � FASTENER -- _- 1, Ii I III, 'r ". - �­­ ii, ,,�F,i Ll� - :�, - Self -adhered rrIemib- 11 I I Y �A' - 11 V_ , _ - I IIAR 1% LL F­­ � I i � I I � � III, �I - I�1` ­ I . ---. -­r r6lon an I ,­, I; --.-I., D.; ��e fill- il � � rjj ",-'r l- �­- -1 I, - 'ALA04T AT F/ � 'A [,­_� �LLL:� i i 11, , I __ 11 T (FUCRE FQ l>Y40 SCORE I r, -I seala , - `4 1`- -_ " �­Q'l l) -­ _a,s� 25 G ra de ;ITS or rif eiater- fo- , d 1 , - " SIELF"Allill - 491,04 � PJ - I r . k It - - 'IN A � 1� N, "U�r,, 0, I It __ - - the building ,li,li ,,.:---i �� I-, ,t- comp�,yuIv.". w7th A "',14A, ," of l,,,'� �, , ,11 ,, Srj�F_�%t "EP.I�'l �__j At_'L,JLIIA�� - Is, REUEASE RAPE R T�0- FXPOSE , " ., ,; � �,Ii , , -, -- -, .- �11; SL I !� �_ - G -1 - I � I 11 N � �I� = I I I "" , , - - , - . , � I *,' -. ­,l,.� I ,,­ � ­, - NI "'A, a I __,�­__ I R � ,I , I 7 E' i l"' � � - ,,Il- �, 11 � i ,I i j I � �� 11 - . i 1, 1W ____ A, I - ­ EX -.P41[)-',AMINI L --T _181,, A, I I l�,t,"�; I iant, Fluid-appf�ed merribiranes use�d as 0 SFAEANI I-M, I � .1 � �, - - /' WINDOWBUCKTO I �?";_�, -_ - � ADHil AS A�CWN) contraction, A",, M ,'-" ' 2 'V,,11A 812, (�,lr, other approveld s,I:Eirl(� all`( ;,.-is, aj:"ll1-)ropriat(,a 11i the ' , (,,r ,),Sea , , '#p _. L'� I ,,� i � Le� . . ,, i OUTSIDE ED(I'35 E.."IF I � t,-- - ­� � -, / Y, AS 0 N RY �,__, -1 I 14�&il;Fi - - I `� / I I "VEPTICiku . ._R-Om III, � - I, -I �R* --<��, a, . I T -­ ,if �,, �_�,_ -\\, "'Bi . _ k ,,,,,, " Ili � - � I I 4 " flashing in ext_cz�7.-;ior -,vol's �, � I �A _-, ,­',r-F-ij-­--_ 11� - - � ­ F � � r -, 1 ,,;I�Iafl c,ornply vh1h AANIII_il� '714, ',I'll(,, fiashing shai� extenEl to the surfalre! ofthe f�,,,xterkor v4� fir ish, ,Apj�,,m),ved flashing,s, _. � E � - I I i WINDOW BUCK - '.1 "'I", gg�,-,,tp� , � ,, ­ , IIIIII0, & Tli CW r l: � ��,�__ -,_� , ,A I _1 THsjL'LL' L " 1. L- " - ':a - / - - X, � _�,II� �,I ­ / II ,OLD � I I _1� - . " - __ I I, 4A� a I L, I ` L r F \ r� !� �,' �L,-.a, � I __ , , , I I - L 5 , shall be Installed ,-I, illf,�� follc�-)Iw4,ig �ocafi_)n_,,� � � - T -1 T �� ­� i ,I � I _� lI,l, , �,� .� I� _ _F, - 55- AN I Xj -a L , �\ z -, _,� N 4 _ i /� 4 -i - , ­ - , I \ -, __ ­ _ _jiaii _ i -- -_ . ,.'r ", � L� ­­ ___��?;=A � I 9 I i I A� � 5) SEALANT 1440M \1 � , '_ L %", , ,��_��. "ll I,- // / INSIDE EDGE OF , Am ­ IN i, ,­%41� �� k, N . � � 00 ­_ " I! , - , ' LLL � I - - I - t": � livIN0ii" W FRAMF ,,, , , " , , �. , � - >I<- - -1-1 I � q , ,- ­E�2. --a - ,% 3 ,I - i ,­ ­, I � "'I'. l- -,,- 2 I % 1 2 22 .1 "L, �L:­ / WINDOW BiLJC.K , , - _�7� __ -1, ! �� I � � I � tv-1 ,­ __ L E DET:!I t I. , -E- � � . I �, ,,, � I i T ­1 _,­�II� � � , 11 ,�_�:�_, _: __ ,4- - - � !�� SECTION-AiSE ,I - ____11 - ACR1,098 WINDOW BLICK, ,,, �i, i- Ok ii 1 ,, f� i I, � I - __ --Am " - - i, _­1 1��16 1 , -1 -- - f "", tj;Z� L T \� 4 7% ;o1iiC ,, t � � - - I � i -,u � "A v-vmc. ci)v a - . ,_ � I -WINDOW -, ac I -, E "'Ir. � _L �_, '­ E I _nT r 1, � T � I I x I _ ,�, n � i-. f I . � . AND EXTEND TO, � - / , ', - -,"LrIz, ,� Ii, ---�,��_ -;;i t ""Ir I �LL L I I __, d N - s tr1ace so" the Px' ,'or wail _� I � I�Ex nd door open'nas, Ra� hifnirg al, e rel vviridow arid aoor ope '' ngrs s a extend to the L I E4.1AIIIAE, 3*�, _& - , "ll �, "'I , �,,,� 01 __ V -- - - MAS()W1Y­-- ­­­,�I-_,,,_ ��:, I I / ATTAll O _"1 N, i&�_ I � � - ill-, finish o,, i o 4, 1 i e ,,,,T- al a I, � , es Ii stU , r e ,I, -; E�4 r, ` e r ­_ - ,,I-) �, � I V i � , r I Itv i t I �,� I � -, e C f o � 1 7 f-) , 3 - 2) ,�� o i, S u! t I ,z e q U e r 1 t A J I , , a I n a g = . M e c h a n I c a I 'I y a t a C h A d fle�x_bie flashi ,-, ,, . � � Iogs 11 I ,� "'. - ,,, ­'� I � I � �, �1_ � 71.� 4 -, PER COIY!!� " I - I ", "."' " ,_� - I �F:d - . � ,-, -ADHERED FL,A,-l1l11W4(3, � tl ,­ _ II., , - -1 - , - - I-, - SELF AA_,o� i - � � - � � ,�� � _­­_ ­ , I F - i -1 1-14 / ,rz­� v mpl, .-,� - rir: :=I in - r W�10 jo - open?. gs s - I '�, -_ 'i ,P, �, , � haff be Installed in acr_ordz:i,,n,t:-_je- Ell cirle Of= morl nol; the , I � , � - ­ - ­ E - 'I SEALANT , ": 0 �� - - `�,"I - -,-- p I -v ,i - , A & '11,6 '7 "" " F I zRi; h , ; ZI -, - "t n I C CH I � �;E- - �, i�n i ,,,,_ "-,-'I---- -­,", "' 1 %x I L, "I �,��a,,, 11 � I l , N, ", �,4 ",, I _ , � , ""' REO , r A----, �_�___ _"""", I , I I.i­_ ", I "�, � ,I Ii shall -,. - � el'�"OEE j�"E, .: � I I ; I :�_!Z.�;: 1 DIFEMERFS - N 14Z ,� - __110 I � � , ,,, 12 1 II e � �,__j -,, , %, -1 - , '11 � BEAD BRIDGING ��, <�I - 1­1 - - - I I", _____ \_�:�7_` fol lo,lil ng � A i - 11A 1-11, I � �­ I " -.1 : , �"�_ Yx - �_ __ _� _11�, _�_ / , . I .I- 7 1 1­ �­. I SELF-ArUt $EEREG Fii UNG .I- "I", `�"5 i'l Th,�,� llr,,,nestration m�op,�,j,4�',,,z,,.=t�,,ire�,-�,,, 'nivallafir,tn and flash Ing rnstrucl�-Vns, olr IoT app-11catioas not addreissed In the fenestrabon FRAME -­ " ��11 _____ I ­ ­\ 11 ""I-11"", I """, . CLADDING A140 WINDOW I-" ',IF o�I_ - �� il� A ,,�, � ___ ,1 / "V, - ,� - I 1, _1 , '', , I -�� ,, 1-1, E t 11 " 1,a, 11 - '�,� . I , ��,,I, 11 i � --l", / - ­ _. ­ 3) sEALAN-r WINDOW F NAME T- J I " "", ­ MZ`r, NAWNGIFLAM3E ( 1 t l ,,, -F, Mashing rr-mnufacturer's instructions. Whe:re,�'lashj:fig,instructcN"�s or details are `,'�'­�'I'NL WAN;��, 1K manu al;� 11 . � 111: 1�_'./ - - . L , �I4;k WINDOW SUCK, ALI. T r�i:EAYAXY .Rrrrr,,,, ,,,,", ure.r's i�'LS�rr.]Ctl`011S, lili SCCOFdance with the 4 � AROUND, IttolroDING SI . L.L.- Ae I->- - l�' Y I "', _1 I I, , "" ... L . . ......... . "'I�I' .. .... " (4) 1 I I I -C,A- li�ux I: ­_-,� t Il r W � I a t 1-11, , - - !�', - - / "', ", __­ I, I I 1 k �­,I, not pro,:Tv de(:�, part flasil: shal'i I;-- insfa-­ Iled at tht s ,4 'n6-airy .�,,ind d�oor- Qpe_mJn9!,-s, Pan fies' rj�_.,] Shall he iz =Ialed nir I/ 2) ­­', � If �, Cill) !NOT ii 0%'Eff 0� �___� I I ..... "" Q_��' E'&-AL T OFS OF _j �)fsl S, �_ � _`1 ", "', ("(3) sloped I In such a, n"Lanner as to direct water to the surface of the exterior wall finish ror to the v,,late,r resistive barri er lor subsequent Rf)tT0,iA NAILING ,'I/ I" I i,ENDER DECKiNiCs I �� `1_1-,,,,, I"'11" I" lo ' � : / � 8 1 � �SPE . DETAIL WT--� � 7,� It 2 I "","11II .... . .. ,00, drainage. OpellingS Uoiinq Pari filashing shall in,corporate flash�ng Or pn.,L)tection at the head arEd sides, f-I ANGE ------,, ­-­ ,,,­'ll %, �z ('7 )/ � 11 ­ 1­.` I I � i �h " IS, Prel, e ,nal I I _____ - __ ___ _­ __ - - - - - .­_._­_­­__ ­_­­ -.-.�.....-.-...�.--.-�.��..--....----- 1,L2 1.,2. In accorci wilth i0 .. . IS: fl�Esl ing cles�gn ix irethod of a T--gImered design I ssio � � � 13 1 ,3, 1 n a c:% 1, d o i� FC o- wi t-h 0 fl- i PL , a tA'Pro,s,,eI­1' ­­fi- 4- "' SCS 06 05 CMU INSTALLATION 6 POlNTBUCK AND SELF -ADHERED FLASHING ,'SEL.F-ADHERED FLASHING - SELF -ADHERED FLASHING 1 I, I = .1 1U,Fi a I � ,I ­ z � - - 1-4 In ac(;o,RJance wflh Eii ,I��,,I/i,,AAIIA '100, F-MA-T" AISINTA 200, F;�,Y-�-I,r?�v"'-�i,%-fD,"�IIA 2501 IF:11i A pji,liv"�A-rrt i, 1). ,�, 30o, n- FMI. AA.'V1A.:iAqf,E`Dl`0A 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WPO;4 EKIERIOR DOOR WIT H DECK WPO5 INSIDE CORNER W'PO6 I - - -i 1 Of! -- � -- C�., 7- B! - - - - � 1 -I - a i g jI,E 2 � 2,At the In t,erse,0 ilon -,,-)f'ch6,onevs- or, o"i 1�rnaiS I - ri with fratne ur- a t_i­­-- I,r;--_k, w" - I,,,-.---- � - nfing �­_'- on bo4i sides under - , � - 1-Y I'-, l TUCUU, �� I CUD 41-b , Iti-H I I I I _ , s, t u C C o i,L-, 0 p i M Qj S - I , - � - E ,--I i 9-, 3 � 3, U n 0, t- F an ' a I t1he ends, of masonry� vvc,*,!� or i com, ngs 'and s�:il I -11 GrOLInd � � . -1 � I . . r,,_ � I � � � I ,,, � 4.4.Conti,nUOUS!"J aL)Qvr-� ,af� pr,ojecrina vilood IntIn. . " � ." I , �_____�__ I ,�, 1 7 1 - - - __ F I -.-- - LL �ei IXIII-ol-les, n _-Is i st go_ -­-�­, z ,: � 1- I t I _0 n � I 1. I 1. - - - - ,f - oi i Iva: 1 - f _ i SmSATHING - � i ­__ - - _- 5,A-Wheu,'�, e, o-ii -- 18'eiz: -;a ------- :fT=== , , � I �___­ __ � I I,-- i ol ,-L �'k�,� �,� � ­ -It trjr afzc-K,­nt,,i),, of vv�ood­fraalie c,,orratructio� .1 .__ I—. --­ . - = __I�­_ - __ L"­-, , �i - , iv I _� ­11. - ____ I _," ", 'I - _' _-I � z - I - _'1F______. ;;;=A� F 4- �,� - i - - -..:: - I I 11, - - ­ - __ -- . -1 � i *1 I � 7-7 - 6, 6,At W��jfl ,�j _,. _'f;A,L__f'_C,,.C�.tj�0 .�,� - - I - . 11 � - 7-'- 11 I m I 2 � - ­­;; - I - � _,,,�� ­ . -,-. � - - - I AV �_ 1� . � I.- .__"i i - - ! " '.1 - i -, � ... > It . - - " I _ .I- j __ i - �­ " , 7, 7 � At b- u I', t-- i n g L 0,1'(,',1 I'S � .11, _­ i f �_, - I I �l�. , � ­1 ­­ - . I . ...I.- 1 4 all �_ 1, -1 - ""', , I, I'- - - II "�:I : vthiter ReMstani Hairier - , i ", ��!!!! - 'i, I'll - I IT" I -"*,\ 1 � ", - � I - - ---,--_,.., I , -,-. I F--.--- I �, /I " � I - I 11 / I I \1 1 __�_'_ __1 i .1 -' -, < � _____ � afl, � � - � I I i " ___111�1 < I- ' - � -�, 1 ­-_7�/ : JAMB, SLL AND HEAD DEA Ali, /� ", _', f 11 _rS - � . "," �I > i I ", � I I S - F-ADHEREED FLASH NGI "�"'_',, " � APPRIDVED SWAl"I'llNG ---, / / z � a ,I ill - 11 . - I � / - / le� � ' I ',, ; ­_ 4­­ -----­­ ­­­­ Sheatt,ung 't _1 - TO SHOiW GENERAL � - z -, / -11 I I - �p : ESE DETAILS ARE GENERIC AND MEANT APPROVED HOOSIEWPAP -__ ­ � ff / � - z , 4 � �", " , ! _ _� � I - -11, ___ __ - T I 1 PA�C,H 1-11 _ !I - 1 - H [_E t �, � �� '�,j L � 1'�!,, I F -11, t I I ­_ :4 1 < , A : ! STRUCTALATHTWIN TRACK 2,5 - ;, "EIE-," I/ I L-1 - -RR . ",'I'% 4- Stur,xe) : It N TO : ; --..-.. __:1 ,r I "N' I\,; z ,,, ,,, -,\ Z , /,` - . ,rl � 1, I I FLASHING AND WATERPROCIFINGME-11"'I IODS TO BE USED- : 3(4`1 CEMENT PLASTER -----__ , '? , \, / , 4 � � � I � I i, so- . . - - , - ,,Ill N '11� x , _� I . , . �� 1 :�Ildl 12- MIL Bli OPYLOK EXTREMIE ­,_ - _-_ , // I v I ,,, I � ,�, I , I Ir -I' � , I ) x . � I ), I & _ 1� I � \ \ It 1 " / . � I - - ___ � ____ ­ l� t t " �, / il F, I, I . 1, , Z � , �-411111, " APPROVED FLASH NGTAPE ­­­ L------,, �, ,l i ,1, �,/'I'11 "..- E ve, , � 1 4 '4 I I I 11 < -.-I-- __ I � I I ii 27oe'�OUBL �� 321 A A' 7' ,i � �, ­­­ % � � � _� I . - . I � � 1 E i I f i � � 'i , r � i 11 I " 4 :1 I i % � I - - - "' 4 I �,,, ,,� f , 'i � JOIST ,` 1, 0� _ � i -_ --I ie., 1r SEALANT SOCKET WITE, 11 ___ .___ i � , � L �, f I . ­e"11 / , I I " ­­_ - �­ , _j i 1 I I I , ,�tj't,4�tf_jt pli,�Jljtl,�f� TOOLED APPROVED SEZNT --"' ... I . I ... 114� _r ; �o - � 4-. 1- - � . � ,.,__­­­­ i _-, ­__ - � ��- - It, I 7/8i, Clern te �ss- Isk, \lit . ,,, SINGLE j 1, I i I WOOD BEANI - I L I - I : I ) , ' �' � Foundalioi , _r-�, in accorclairl, ev,)�Oil � ­-�­_-­­­ , ent Plas r "", i is i 11 �� - - � - I Vivall I, , � � - F � (em . . I / I 0 T / \ EL0,V ,,,,,� � - -, - lAll ,ao aw", . oil I - a I `r- SEL-ADHERED FLASHING �, � r � � "" L � 1'� - A �_,. I MI-IlY ��' xxiruancf ill ... 11111itN-%VkU ­.- j i �__­ --- I 11 _-, L � il ­., ,: - U 1� In a -.� v Idalli \:�j � I - � 4 � , il�,,,­", I I - - ­�� - - %�_ - �, ste , 1 � ! -1 . I 9 - . I 11 - � I, ---, -­ -'r,, �­ -_ � - ,�_- - ,,, �� -Be>!; I I � % ___71� SELF-AlDiHEREI I ASHING 1117 .7 I ,I I- " - ­:_ - -, [ r 1�% -'TFKAf r,G t� C1 " - I - - � 3, l­,­U1_ � I I ,� - � � I �,, __ . �` :-- 6.�:o L 11- , - vkallt e - , - � � - -4 P � :� � � , I- -2 """'I'l _AI I II ,��,,,� AV III// , : � I ''"" f /' , � � � . ,� .. L = � � I -Y. I j T(l 1 � , A - ___ I _­ - Fri! ,=­I--­`fi1IaT;n1 r 1 � " -- "II,-_ t ? 1300 1 1 � �� i ­­ �� I �i_lu__TI_I_�f� ­­ i - , � ,'� "� - � > ...... I ,,, - - JF \ _ '� �"-LL:�% __ . � � ,,� � I ,� dr, , 1, '� l � ��_ -, \ �111 , ,, _, I "", N � � .� I � � � - - _� ,,­­-­%% _ENI BaCKIeC pi ( 2 i I -�-%�i�,', _ e � � E e �� M.m i """" *,", I, I 4. jt I � - � � - , ��, -,',�L"_, L ' lathe in ai�,.�,-,,,rotdae�c,e � ­�! L _'­ ,�� I ��­ I - , , 9 "%I I1! 3, NA I k I _�­,' / " ­ ­_"r "'7� ' ` _Z'� E�_ " "'-­1 _� � ­ - � � i - � - i�_ - � - 1�.� , r - ,,, i ­II-;��- " " , b - I ii I _�,,�, ��, � "� �",,"r, ";_�__ :, .r 1, I 1�. t�i:I - -1 - � ,,, -, latrip!r; a-crco � -ii b " _. , r �_ WRE, - I I � - F, ;� ':� ( 4 a . _ � _, - iz L' ,� ", � I � k>,- - - ", LF-ADHERED SELF -ADHERED , Il , �� AST iTt' I 1 I.:'.- Z rx-ill I I ,�'­'%,,�.L. � �j `I.,_� - - , , ,,,,, t" �$Mm r -, , r - I %', r ­ - L _­_­ __' ,� �,�, _I, 1 _­,Wx __ . , I � �­ -I - � - =1 ii _ .... � , - -':- " -cl � _ _,, I A R - - mi, I'A - J, " ., �r%%L ", ' - . It. I �. I , � - i H _­ \ I �_, L ­ r - - _t��,­;_,_ � ,,, -1, I J - -I, � FLASHING FLASHING 1, - I � L_ 4 _ .� '-_','� h A,­_-T I -, � ( I ­�;:�� , ., I 1 � 11 N 4 I.L ­_ . �I ,_ ,� ��,':- ""'.", ,-,- ut_il'd� I " r I � - - 7 I - " �� . i _1 I r i i __� I 2 5 , 11 I,tFr��:� �--,,­,,,,",-"H, ��,-�.'� � . .... . . ­__ Win Ijap i - �' i I . � �, `Z'�-`,, I , ,�,,$.,'­_ 'I, I , I : � ,,� V-4, ,_ , , , �t �� - _, � , _,� � " ��'L �, �""� i i - -­Ar - ­.� � r I � _�'�.61 � , , , , "' '��r' rK I I kk, - I __ �­ I _Lr, I __1 I ,I_� I . __�F� ­­ --- - � � ; �, �.`, , �� � ,L ,� t .1 �I � A - f �r5;5-_ IA1 --- -­��- F30ifiding Paper , , KIM-< - ,,L ­ " x 7 '', , ,�e_z ;P- I- , ,IlI,_,,,� �,, IV. ,4-7 Z" �'L, it \;_ - 1, r', \ k-�,,� �', I , I I j I -� nu (N% q -- Acc;!_ - . � - ____._� _______ --- \ ---- -- _ ��, ii �! �, � _KQ0s - - ­___._1 ._.____._.__._ .... .. __­__.______ _ �� --- __ __­__.___.__..__­ . .... ­­ . ...... ­r ­­___­-____,__­_ ___ - .-.--. ­___.__. _.- ­­ .... .. . ..... ­ ... -1-­­­­ .... ­­­­.._._­ ... ... _. - � _ _ ,��, IL �,L� "­ I � , S B 5�_ ;S 0,^ ;, I � - -� - 1 r \_ ,t§-L­ � �� � L - . �_ r ­_ I I- 11 , , � 11, - I 1, *I;I=,� _� �� ' , 't - � �� � r, I 'A�,C ­,q' _-_- I ,, - � ' . I --- , ,I __ - __ - I - 1­ II) I E�" 0 \L ,! �, I � Shl"'atbIng _,�__"_ i L . - � - - - i , ii ',� ��� , � , � � � I . ,5,t' -SKB, %I *# - , " �� L Z�� � I - - - r" � - I , , 'A , \ � I � iI. � ,---- - � SCS 06 02 WINDOW FIN INTERFACE WITH SELF-ADIAERED FLASHING SELF -ADHERED FLASHING ^ I - � I I, " � , , I � , , :1 i - L ,��I,46 �� __4, i - ,� ­� c, 1� I p ,�it t h � �qr- 0 - I - % '�,I ,� I ­ � ­ ­ 'r--.-" �� ... _ _ � I - , ',_e 1;i: �, V , . - � 'r � � _r I�,H FOUNDATION WEEP SCREED I, 11 . ,.%I, , __ __ _ O , 2 I i . .1 . Z� _,r � _`� Y - F ,� : I � I tI, 'r - � I - F , � I I I ' I L'I !; ­ - - � � DECK JOIST OUTSIDE ('ORNEFR I \ 1, I , P , .,__r EXTRUDED SHOULDER X1FAV/P07 WPO6 WPN Ii� � '%� \ "r , i I I ___� 00; 1111411111mi ,1 - I - _11ii r LiiI=�_ - ,�� � --- - '_ . Ill � A\'�L "� I I � L�_ - ," I I'll ______ - - ____ _____ 'L � � I t-, l cj sh � n g I - I � , "I" - 1,111 2 -ow � III � , , <� '!I ; , i I L r � � � Owl I 11 � I I - 1� R a Is - I . � ��, � L r , ��)�/ ,1!1 � __ _ ��,,� - � ... ­­­­ - ? � � . - I %0 L I / 1. � I- icrf'�ed r �,, I � � I \ ofel L I "" I-,- 16, : z __r__r_-_ ----.-,. -.---- -, � i , , , __� 1� "r Ill . 11 - - � ,��'L i , ,__ i'��­ I, I 1. . '� ­ - I , L" I "I r I -11 - z i I 11 I ,110"i , " _� \� , I � - _. " " 'IL ( lnsu�31�ed As PeT I I r �, 1,, .� g I I "Ilki I 2x FRAMEWALL.­.- I 1� i �_" \ _ 'Ni" , 'L I ­ ,,, : 1, ­_,,� i IT, � �, 1\ 1�` 11 ",I W+uwi I -1 � / � ----�,�"-�-�,,�-."�--�-..'�..,.��.��....��-. __ _ .- " , ,,r _* � 1;.,.-mufact, Specs, I I\ r . - � , ' ", I " I � . ,I - � x, �,, I � , I I r � � - I : -,, , -, , I ---, " � , ^ > I '1\1"'I lil 'i � ' r N I -_- � , . L , I ", - �, I SELF-ADHER"'ED FLA,e3,t11NU I 1"' 0I r E :__ , I , L , _0100-0 ______ - i � - I - _r _3 " � � I, , , - I ­7 ­ - �� . I I- - i -i 2 �jTRZF",,_NF SAF : 14 , I.' - , I i7viairitalin , I I , " 11 Starnpede or sirnitar � V I I LEGE!"D , � ---r- I f I ---­­­---- 11, "', - , % ,:, i , . . � " , / - / " 1 .,_7 If ", _­ - 1� 1 . � �.__ a) I i"ll I �,, � s,ijir�L " � ­ f I . . " ___,��__4-, ­ _­­­ A I I " ") R'J?Iii�� O,l%LF� .___ _<­._<Y___ I - __ f-� ., " 1� / I II", , " ��l ADf-0-',1,E:0 rlilks ,- � I I " PRODUCTS D ET AA1 LS TILE FINISH I A _r 'r i '__­ L ­­­ - ---- - 1-1 iontorm of f I " `__ - - -- bulto ____ t­- ---> 9 \,I - I ; V-1, � I �, *4000% 1 r - � - - I --__ l 2 1: / "I """ L � I - - � ,_ I �� , 1, cr,wk � mi I I , r, -----'-- ONAWLA PLANEVVRIA r11PArPtA(-jF PL AINE IDP� WEAD-IER RESf5TAN! I ' . - , F � � , - , pinat im zNr a a W I ',QVZ1 i S I -;Id � - I - _ _____ I . i \ 2 / i 1 ." _-� , I , ep C Xld i I ­�`11_ I _. I . ­ � ' r � - � , j � �V" - i �"",, It� "' : � - � Lomaj r .C= I I, " T I I T1_ �� � � I i il LLLL, I� BONO BRE-AXAtUA �'HFR R-riSo lt,l4N I BAI*i!E.�R �- ­L­ I I 1/2"to 2" 1 _', . � 1,1­ _,_ -"'11r­_"_,___- Weeri ­�reed � P ,e , � . 1 � - �� _____1 ------- � I � n , \,, ,,,,, I BARRIER Ae'VIRBt. - ___ - _ __ __ 1 i in I .- ___- BLIND BREAK VAT`tFi �­ L��, ­___­' I _� I I - go Aft WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO i I ';� , , � / 'IF i t, FUIRRANG cSF � i-A _1l ------ --- ------ ­.- - - - .;.. - - - ­ -.", �",,,L " _--__L : � �_ - ­ Io- - - - ___,_ I > � I f ,- - � " 1 __ I - � � I i , "", \,­ i � Shove Rnni i Vill I - � E __Ji;___-�,�: L I I � , l- - - I I - I . ,,, f � I En i I I ' , � A - __.__ 1__,�, Iis 11 i TH EDITION (2020) __ . 1 ,c � 9 �,I IL' ,� i--,'�.i��Ur��R,,��7,'��ESI,-�,l�',��Pi�i -- F 1, emhi� - I �, ta fed As Pei . I I 1 � on ol 1 1; . I , 'H11 - 0S - � ��_, 11 I _� I I I � I II � I PER THE FBC RESIDENTIAL 7 ___ i i �'­ , ,, ;z-, ; � ,) . P ,��t_ I_ A,f � L I SHEAT ING, " R', P"".11i DE-N18GLASS ----- C.S,!,-��_,__N,_�,�_, 6 i - __­__ __� III _ , / EL I I - 1� R I 1, I -,.-,--..,- __ '1111'_ � Ct. I I; I ;� �"I I, , � � 1�_--� I - � " I IM T-4i PER PLAN �_­_____ ,''I ,,, __ __ I . __ __.__......_� I � - __ ! I ,�,� -I"', �,, � Manufa Specs, r"%"% ; 1# ! _1__, - - I '1�1 � - � ­ , ,� I i - �1_ I - __ - e !i , � " - 'L - 1-1 %4,0f,mf > ""I \ 41 , , i 'i " I � - -f � �� . L ­ 9 � - , . : / , I I ) ­Ii7 -1 _� �1 I - -i-III I � 4 I ��III -_ A,4410 i"P vrR8 Ulf I 0 i 11 ,� Det,ail Instructions F­1, �0 : � .'It I I IIl��I \, I Il � ,,,,r'-, - ! ­�Ll ; �� P \ -, y en. - i ; II �_ ___ I e - - IOUs - - I -Bin i V-0i" PER PLAN I III ,,,,,, I Ir:: 'W'ER"91CAL I., � � L, I ­ 0 1 Ill : "I t , i ,--r le __ � Refer to the number marked as i, # t in each detail that corresponds to the --------.-- � e ; ,� I : - Cement R1,.,oAIDJ � L i 1�*: "Ill : l ": � I �,�i�, I \ I/ JO 111� I, .L'�""` ' , � 11A�i l: l,,�l ��, 1� 1, F!rFi-'t4.',FTOT0_P0F I �, � A,' �. . . . . . . I i �� ,"', \ Decorafive Finish i ; . I ��I .1 I > � � � �.,i � � -1ril-e � ! �li , ,111 I " 5 , I I � . � " -S AN Ali:i morM ". 11 :!: � " "' numbered items in It* list of instructions below, I i - N-N 1 i ,/ I �, I, ", 11 I,! Ar4l'.tE A, ftia �: "b","' :: �:�� � I C= i . i i il '1% , , ll� I�Ak"ItW`R - - i r,�l E:: il:� 'Jr. �`R,,, `L 0. . I 1 1 r­­ " . i ;;;;, � � � _R A , � ft AWAMWAIM : i I . 1, �,I 11 I I � with ASTt,A,,­Z1Z',` I " I! � I �"r­,,--rl"<i,, i I 4 �'%,Q4 i I i � I � ; i ,I,ILltl� .,..,,r_­­­­ " -�T?­11­ � Alf ii, �si,�Je and is W � � 9 � I I /` I I " I I 0. � l I 1, . : _"I��rl`I�l --'--'- � 11 � ­, , ­­­­ ­ .. ��, � , 1�1 I 1 � Install self -adhered flashing in order as shown by flUmbers - 111­.4 i I gl­�P r, , W, - I 1111I -, � I - 1. � I 1! ill � I I J:� r �­ ����1,1, ��i ,�, �:� __ .1- � 1 IK ,\ -- - � "I "" 11% .1 I out-,� I �,I. Writ LOPE � i "' -L __ I �: I op"' hxll %im"Plim �dow � i i �<�� , �i 2, I I : !I _,a_ ___ i _�__ ­­11,__ 3 r i tN���HFLANGE� over waot� '.2 I-T �If?`� " .�, L"gZ�' irJE! I,�LEJ,r],�( ___-__ ___ 11 __-,-,, _- I I - `�­Z17--,,- L � i :i, �11 ji�, I � I" , I ri _� ,., I: 111 , ." , 81, CMU � 11 1 1-1-- : 1� Ilr: ,,%Xl,�Zo I ___ = i 1, � - � . -\ I, - , �, ��, :" � ....... ", I'loor ! �� ! �� :��, �b ..... ''�." 1 JOWAll I <k I I— r , -----! I , �� �1 , � . , . I �I.l I � � '�,!��:' [ ll���:�l:ll��' Az� -N._', ", I ri � I 2, Install flashing and weather resistive barrier to form water shedding - 1 3 � 91 1 1?r, : I: :1 � ''., 1 ,'� . .. I � - , . , �, I I, IL \ ,�` i L�:� �� % teedto hie,irriter _­=-_ � I � N -I--- - I I, I � ; :: l:� , �,� A _��_1'12 � ---...I, ----- - I I � �: ii ,qj��, , 11 __­ L _-_ - . �L .___ � ..-, - I I �. - % � ! , �:� L,-.� : f i ,,::;::::i ,l�l:: I � - c ,:,rr�if<iF a 4" OR 8" CMU i . . :::I � � - - - - xZ11 , I I ,�:� : l -4-0 . , %! ��`Illzisl laps ­ 14% _r i, �_ -, . I I -Q�� / kko; ­ - - ______ - <', I" 1� , ,::� I � �,, ii, I A�l��, ,,� �: I ,lu1 artd l,,�,, oJ ff� � - I I i 1, :�, � , ,I 1, "Oti . (PER SEAT DEP � ::_r - I- I- - � 1 i : f __ __ I " 1 L� !�:� � �,;��4 , l,0:"r.,3�,,, 0 ii TI-0 _­_ F � 9 I - - - �� � I , , i _�� , : ­ I I I , . I z , z L=� - -,, - �� - I,L5��" :.l,0(� I ." ix " I � ,,;�j , i '1��,,'�4IIQrl I �,I,6?�,�';,I� ULPill'tUffillis: -Iaed tn - - , . . � ' ' L�,.!_ _%/� 1­'_'­`_ ^'_ ' � I - � I II_ - 1_�, i � ������l�l�: t D'� ,, tjI, � I i _L 3, Self -adhered flashing can be substituted for building pa 0I____-!' , =,_ -, . 11a - . I � ,7 �,, _ - 'L 1,1 - � -STPUG'TURAL FF"14'3 �� ��A�� �U ".' � : I ii ,,,, I dl �:��l:,'�`! 11 1.1 I =3 1 1 C A _, - __ � . - � 9 � , ! I 1 ____ < I f5 . J� r -,� ,!�� � � � . I '! '��Qj�yl%',�lol 1� 1, ,,,,,, I no -_ -.I '*r . - ­­­ ... �___ -_ _­­ � .________ - _____ � -_ - -1 � 4. Split the release paper using the ripcord (Spilit release on derna i : - .1 � I I ­7 ­_ - � : i � 1 1 I Q',N� I, ryl. 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I'll ­1111111�11111111­­ 11�ll�111111�ll,��Ill�'��llllhll.11l�'ll,�,,�,���,�,�'ll",�'ll'.1�'ll.��-1111ll� 11111.1­11. 1­111­­.- 1�_ 11,_ ,,,rl �"'�, -1--', "'HEET NO, _____ ______­..___ � - h� ­­� � - - _ , � - . - `­, - k � ,L- ,_ 14% 1 � - 11� --- - .- , l,,­11-­, � r`_ 00111111111111, 1 0% ", �,,� � .1 WEEP SCRO�ED DETAIL 0 1L SHOWER SEAT SOFFITICANTILEVER '', � L1,__­­j__­r­. ..��.1-�LL-.I-...��"LL"�L'�'�'-"---LL.r.-".��� ... ­__­____­­­ ... ­ ; � WP1 1 wplu , �_ , I., I� I" 1, " '.-� ,,, &­­ - I-C 3�;CA F -, / ,("Al F, N()T D ,c- I L I _1 , ___� W H iii U 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 SHINGLE ROOF PER SPECS — 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_ 1 1-011 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 1 ,_n„ A z 00 HEAD WALL 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 TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED \ FLASHING TURN 3" UP VJALL----e\ 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 PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN y' 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. > U WALL FLASHING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i � � , O FIBER CEMENT SIDING CU AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER a)Q O' i FIBER CEMENT SIDING PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE �_ Chi PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO }` CD WALL SHEATHING PER PLAN -� U }. WALL SHEATHING PER PLAN---__ THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C6 ; c SHINGLE WATER O 0 co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O L CD SHINGLE WATER RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 CZ C 0 OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O ILL- TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O C6 STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .N O O `o JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to N L CONT SELF ADHERED STARTER STRIP— MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE 20 co Q FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 U) Q 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. AV—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 ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN co TURN UP WALL MIN 8" ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �t �t BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING _ PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 0 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 u, DESIGNED DRAINAGE SPACE. 6" it vot 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 W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. __ 3It 1 ,_O„ 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 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 00 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 HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING 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 TArE 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 4 CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS dco1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A `o STANDING SEAM METAL °J REGISTERED DESIGN PROFESSIONAL. 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 ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH ZEE]TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 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. W P 14 - ROOF TO WALL -STANDING SEAM ROOF TO SIDING WP 15 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3n_ 1 1_011 FLASHING AND WATERPROOFING METHODS TO BE USED. cn CCS roved Rcomp Q sj. Inc - virtual Revie letedand appNss*�(n Plans eview for compliance with t ,the PX2300 Edition Co �y Elebra Ann O y_ IL 0 Q U 0 0 U) (D U) cu c w z z J d 111 SHEET NO. WR 2.0 4 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING W17H 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---- if= 1 1-011 IV= 1 1-n11 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 WEEP SCREED 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 COUNTERFLASHING co 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 3LE OVER 3E iEATHING N 3E FASCIA HERED WRB TO OVER WRB ON :LOW JM BRAKE METAL WRAP �CKER 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 SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. (> WALL SHEATHING PER PLAN CU WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED O SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER (D Q O i BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CU PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U STARTER STRIP �`� THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 cu Ca � SHINGLE WATER RESISTIVE (D -0 U BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C OL HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q a O ?> BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL ,O LL- cu FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co `*— UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .D O COUNTER FLASHING BETWEEN SIDING AND JONTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED � CU i i Q CONT SELF ADHERED FLASHING TO FLASHING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE '-E c cu q- LAP FLASHING AND TURN 3 UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURERS INSTALLATION INSTRUCTIONS. THE N0.15 ASPHALT FELT �— .�' Cn 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 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) INTENDEC 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 WP 16 ROOF TO WALL - BARREL TILE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP17 BUILDING STRUCTURAL FRAMING COMPONENTS. 3��-1 �_019 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. r, 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 A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. i THESE QQ n WP 1 C7 ESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. r cn C�3 0 a� � Virtual Review Assist, Inc. plans Review completed and apP roved the 2fl2fl FBC 1th Edition cu > dance with for compbY Debra one mahr pX23flfl O L o -�--+ 0 0 Coll LL U) cu Lu Q Z Z Q J d SHEET NO. 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