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HomeMy WebLinkAbout6417 Back Forty LpI 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 = STAIR CALL OUT HEIGHT OF STEP DOWN FOOTING CALL OUT - STEP DOWN = O SEE FOOTING CALLOUT SCHEDULE = KEYNOTE CALL OUT ARROW SHOWS DIRECTION OF VIEW A;LELEV NUMBER A9 �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 <--ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 --ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER SHOWS DIRECTION OF CUT 1 VAlARROW 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, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD AA. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 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. Nr4ARm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURALNOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL PA1.5 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 WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. co N 0 N 0 CD Z1 �VLO 00 °, LO pp�� }cam- 1 00 Q Z 0'° w 0 Q L I A i W LO N E � 0 0 LW 0 (] M� ,.d in N M -0 �-! t M A� i �� L CO o V/ • C 08 w Q0 N V QN CO M N L O �w 7W a a V LU W 111 ❑ Ld H Q Un w 0 �- X J x q~ z� Ur OfO- JU)O�f1�'000w swo�g'oROO'Mi JO D z w w � �� O Z Q�Qpw¢�zwZO 0o� LL Ow OQ �i-� 2YZ =O LL Q� w i O O Z W 017- U J ti 0 M O Q U) M � 2CL U�ti W Lq f--(Y-�ce) zv� 00 LIJJ W J O 0 INK W N O N O NQ N O N O M C) O 0)O O - � N N CDi ` N O i ' z O N Lr)L > o O o M O d' O LUi !�! LO 00 ) H zZ Q (/ W Qm/' cry V W 00 Lo -0Ll! .. �-.. 0 =z j 0 o z IL CL WQW mIf 0 FW F00 z o = W � IZ�_ 0 U) gWOf � ' z az 0 0 n zCS z z LLI W-j 00 C) N N r LAST PLOT DATE • June 19, 2023 z 0 Jl I COVER SHEET FOUNDATION LEGEND: ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) _U_ U� fH --00 LL T S3 ELEV S3 (-) 3-1/2"' 30'-0" PA I LL 4'-0" 2'-5" T-10" 1. T-9" U 4'-4" 5'-4" I."1 2'-4" 2 l JB I t- I S3 v l I I II I ( II "U W I II I U) II 0 I <-_06 >I No gI 1 oow a,61 ii I 14 r= N ZI Q I I —N-N — 1 — — — — — — — -- — --- Z)F o I U) a _ _ N U I�Z OC II — 11 ii I IliNfn w ii I I ID _ �� I Lu � ------ J I I I I I I I 0 j 13 I T7 � j l I II II I I CP I I II II I II II I I I L1 I I I I II II I I II II 0 II - L--------- ��-------------JI 2'-2 3/8" ---------- ----- �_--- PLUMB. _ _ _ _ - 6'-3 1 /4" — — — 2'-6" — — i — 7-r — — ?� —8'-5 1 /8" — — — — — — — 7'-3 3/8" — - LAV LAV I __ELEC. CONDUIT SINK / ELEC CONDUIT l I i i i----- I I I I it B 1 1-9 — II II l I 11 j1 I 1 I 1 0 ,I lL — — — — - J L I 4-----� ---------------------- {__� ��____---_----� I l 14 I I 6 ' o ( I I 9'-2" M — — — — — — — — — — — ---REF.--- I ti I IL-___JL _ __ _ JL ' �- �r---------------- r- �I I N 20'-6" --- �I I TUB! 17'-7" ! ! 12 u 0 W/CI 14'-101,1 ! 1 LAVco I li Lt ---------------------- - ----- -- ------ ------ --- - - - - - -- -- - - -- C) o I 10 11 iil 14 ii w W/H K I ., O I S3 ill K 2'-0-0" �c S3 ii AW SHER er I ELEV I it 1 1 I v� ► B 1 m I I �o I - c� W I --- -------I-- -------- �L 3" 0; L-------- N i ... CI 0 O °O A O I I N 1'-4" 3'-0" lB B 6'-01' 4'_8" � l i 0 14 v I o I I 3 B LO cl °L - J N 2 N > 1'-8" 16'-0" 19'-4" i s FOUNDATION PLAN (ELEV A) 1/411 = 1'_011 1'-8" 10'-8" O d' 0 CV cV ir) 0 0 � CV LO 0 ELEV 0'-3 1/2"' " _U_ U� I_ bo a� NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R 0 = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION V 1/2" DP X 9 1/2" WIDE RECESS 1 1/2" DP X 8" WIDE RECESS 1 1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF �7 WASHER W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. OBj MONO FTG 16 x 20 DP (2) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY Jul 21 2023 } yit{oei Review Assist. Inc. Pill,% Review completed and approved t tomptance with the 2028 FBC 9th Edition' IV lebra use gabr PX2300 c') N 0 N O m L0 O w Q a W O 0 w X 0 z Q Q) L 0 /V) W W L '� 0 N U r) m tom' U V -0 M E 'a. C p o rno� _O o O �� .i N (n U w a N W L C) �2a� �W W L'ic)a�J<O����000 W W J W O Caw � Q {a— 1= �O°�ozo0oomZZ�� (nW a- WnW W WUJ= J Z 0,zL<<Z Q 'zo a� LL O W oW M Y Z Q Q C)oQ I.L¢ W O �QLL i@ CO z N O� > U) O p fn co o J LO W LO � r < V Q 00 z��- z W J O mi_ ®® I w � N r N co N O N O N O N O N O O co c- O N N p ' i M •- N O i i I Z O NLO W O O o O O I I > to "� / ♦^ zZ W vJ Q C)ZW W moo -�' 0 U U U cn 0 Z)z5; goo z a�a O I— u 1 = ~ WWLu mF-n 41- O=p zp= • U) W 0 <�-Z) ZWo C:)V z az'` r Q z 010 W z A 1 z z J Uj C)N DO O LAST PLOT DATE N z ■ O June 19, 2023 . � MONOLITHIC FOUNDATION PLAN A 30'-0" 13'-9" 6'-4" SH 25 3-1/2" HD AT 6'-8" EGRESS / C� 5068 SGD 2868 to 0 H.B. i j N / r / OWNER'S SUITE N / _ 15'-8" X 11'-11" °D / / 8'-0" CLG r o / NIR GRE4 T�ROOM o 14'-VAULTED 6-0 5/8 3 -9 1/2" 6 -3 12 -7 5/8 / N � g 2.5/12 VAULT. ICD2868 O. BATH N 12' DP CLG CLG (5) SH TP W.I.0 8'-0" CLG TB 36" x 60" iv I C/) SHOWER I ors r co PAN �� r DRAIN `Li DINING SHW HD Co 100X126 M co & VALVE I VAULTED to M co I °Q = t- co ¢ O N---- — J R&S p = u_ d = m N LEEL — to O r 4'-2 5/8" 7'-3 1/2" iv 0 01 r N CV ao N W �QO r 0 W o � co ao NO w mQ0 0W _ co LL � Ln m 06 in N � BEDROOM #3 N 11'-1" X 10'-11, v 8'-0" CLG N 1 V-6 1 /8" `' 2'-3 1/2" 2668 10'-3 1 /8" 2668 '-3 1/2" T-9 3/8" 8'-0" CLG 668 BEDROOM #2 N 9'-10" X 11'-1" 5 SH 8'-0" CLG PROTECTIVE OW/H BOLLARD L 22-1/2" x 54" ATTIC ACCESS — — — — — — — — — — - I I I H.B. I 16070 V-8" J, 16'-0" 19'4' z . KITCHEN 0 Q Q ca 0 i� 12'-6" X 13'-6" ii ii VAULTED N 00 �Z Z_ � ' co W o 2.5/12 -- VAULT CLG DW 2'4" 4'-6" N 0. 00 7'-11 1/2" 4'-5 1 /4" REF ' N F4 r N CV Cn N 0 N Lo I ao TP TB ° 1 H u_ I N BATH #2 a c I U) 8-0CLG X-2 3/4" 2'-9 1/2" �� 06 CO r co r ' 0 O co 2.5/12 INSULATED � \/ VAULT. WALL r- CLG /\ 20 MIN. RATED r> w DOOR W/ AHU PLATFORM WEATHER LAUNDY 8'-0" CLG FOYER r_ K - / q,4' ��d� `L 4'-4" X 12'-8" S3 VAULTED 00 SHELVES IN i LAUNDRY AT 60" A.F.F.WIN HANSEN oo BOX O L . DRYER D W (n VENTM 7�4'-5" 9 4" PADDED I �t FRAME WALL — — — b 1 SH 1/2 33 PORCH 12x12CMU _INE _ OF__ GARAGE __IN L HD AT6'-8" VAULTED CLG COLUMN OPEN POSITION I 1'-8" 4'-4" T-8" 1'-0' i L 6'-0" L 4'-8" 30'-0" FLOOR PLAN (ELEV A 1 /411 = 1'-011 1'-8" 10'-8" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F, *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" C M U NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p =FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV A AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 19 GARAGE 387 TOTAL SQ FT 1854 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CCNC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/13-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 GARAGED 30.0 -33.9 30.0 -33.9 M N O §' LO pop cc Sae t.a'6. W o w 0 z 0 u% N . E O � •L N \ '0 M cod tN c7 N U �0- mm O 2 o -E-o ��� do a Q sU�° .N U W QN C L O E� °- Q) W NLL WLW, W W O LU �- u-XQXU)000 Q U < a_0�oz2�0F o�zo�Zo�L WQ_nWWiX¢ U0 <Q D�—cry �J O z jFnWO �WO IL Z�e Z 0 ¢F-Lu F¢ oo 0¢<Q 0 u_ if O Z (N U) 'Q�MO Q (r M 2 U) - W Lq F-IraM Z V z W W J O O d' 100 I I I N Cl)N N O o N M 0 0 Cl) N M r C) fV N r C)LO z CO r Q C) O N W > r W o 0 M 0 d' o LO CT zZ vJ Qz C)zw -E-+ W o 0 0 -0 O U W U V U5 Lo O ozj goo Z aryaa Q O I- ofWQ �, = mitw Ono z0� .. O ® a �Zx z °- z ry z 00 z Z z W LLB J O 00 N O LAST PLOT DATE N O June 19, 2023 z 0 J FLOOR PLAN A c X M 9 EN 5'-11" 0 o CJ 1 (�E `w n CJ3 01 'S✓j J7 Fn I I J� <\Vr \V � EJ 2.5/12 V L C < 1 CJ5 I CJ5V A7G I � \A6 8'-0" CEILING I 2.5/12 VAULTED CLG. A5 j \\\V I I I — ---- ------ --- II II II II I II II I II II I C------------J II II II II jam I I I I 2.5/12 VAULTED CLG. 8';" CEILING II � II II I I �I II --- ------JL-------------JL----------- ------------------------- ---- I ---J --- II jl II II II I I I I I I 9 LO N L0 1 I Iv 1 I I II N 9 � a i I 2.5/12 VAULTED CL I I I 8'-0" CEILING ENE ------------- II I II 2.5/12 VAULTED CLG. II II I II II II II IL----JL --- I I -- II II T l I I I II I I I I 8'-0" CEILIN�i I I ¢ II II II II II I II I II II II I' ll -- —----------------J L---_J L---'- A 1 C II ---------ram --__—� L-----J — -- Q M: WIX Lij w J A/C CHASE Q m II I 11 I 2.5/12 CLG. Q 11 I 8'-0" CEILING Sz o A2GE II I II N O B2 J V � ce) `r L -• EJ3 2.511 B1A EJ3V < 9 a o m B3G 0 r � til ROOF FRAMING PLAN (ELEV A. 1 /411 = 11-011 4'-8" REFER TO ENG. PACK FOR CONNECTION TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-81 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-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = PSF TCDL = PSF BCLL = PSF BCDL = iO PSF TOTAL _37 PSF DURATION i% WIND SPD/TYPE _ �,•%,( BLDG EXPOSURE _ WIND IMPORTANCE FACTOR = i UPLIFTS BASED ON = �;� PSF DE' 1ION CRITERIA F'P d, T'PI aAA Truss member design & connector plates NOTE: are designed for ASCE " and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. o SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS, NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES i:i l21111111M,5r11ita 12 0 F::: 1I _L�_L V v virtual Review Assist, Inc Plants Review Completed and at LABELED END MARKor compliance with the 2020 FBC by Debra Anne Klahr PX23 CJ3 `C Lo HANGER CHART CJ A,, = HUS 26 (SIMPSON) loll JL = LUS24 (SIMPSON) V-0 5/16' TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING ,^REFER ,TO ENG; TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING ATTENTION' DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span r less 30' to 60' pan Spreade Bar 60 degrees or less 11/2 L 2/3 to 112 Ta line span approx. i Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way, additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = PSF TCDL PSF BCDL PSF TOTAL = PSF ROOF DE,;5I6NE,D FOR �HIN�I�,E ALL RE,AdITIONIO AND UPLIFT$ ARE, OHOWN ON E%INFFRIN6. I LOAD DESCRIPTION INIT, DATE R/01 Created from BID B312288 AS 8/6/2015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 R801 Add Vaulted ceiling in Great rm, AS Diningrm Kitchen Foyer & Entry 12/21l2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/24/2019 RD01 LCA JTH 1/4/21 LOAD# DESCRIPTION INIT, DATE Oalts revision block for alts only. Pr It 10 - - CARPENTER momI NTRAC OR$' 0E' AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33080 PHONEi ( 000) 959-8806 FAX1 (863) 294-2408 B U I L D E R :- PROJECT: MODEL CCA PROJ/MODEL/ALT 7A2 / i450A ALT DESC: OTC LOT BLOCK DESIGNER I PAGE DATE 03 06 2016 LAN# SCALE 321693L I 1 4 "=1' co 0 N rn _ ® to to rA o co LO � LU . z e ' ' ` °sa W q �vu r °.. O ❑ W o! z N W L `O 0 U cy)ce) v cc N M (n U -0 70 f 2 m A' = i } 0 O o � Q ,/INS U w Q� c (D a✓ o E W C0 U ❑ LLl rn LLI 0III F LU I--< 0 J � �Z� z Q°X_j0 �: 0t��oU- Q Q f— ❑00 Z�u-0Z0❑i-- §g Z OU) Cg W 0- Q Q O? OEOOm W LU LLI l- LL Q W Y 0 Z W W = J O❑ OO z Z 0 Q~Ow 2l¢- -gw❑2U o oQZ9< d Q OX LL < O LL 0 0 Z W O� U) 5 M O Q � M � U) LL ti I-11�V M z00 V W W J o 0 CID r r r ! r r r I i , , , I O O O L0cam- O N M M M O Q N ' N ' I o z o � CD I o I I ' O N W O O O O O r I > N M 4 L6 I i CO CrzZ } ¢z O zw }' 0 W 000 �z> O goo z �a O2 r�n1� mw=w �.W 191- `J I- � ,--1 � 0::) 0 0 W TL <I-� Q O zwo �. O C.)az LL z Wz 0 O o- z A3 ¢ z Z W W J C:) 00 N O X_ N O > LAST PLOT DATE " , June 19, 2023 Z 0 J ROOF FRAMING PLANS A 0 ROOF PLAN (ELEV A 1 /411 = 1'-011 , n, f%" 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 CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) . RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA/ UNIT SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT JUL 2 1 2023 \RA" Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 �l M N O N to o b; LO a o Q 01 a W A �4 x- o p t =�; w o z Q c^n, N L0 00 ai 70 � 2 M C L U O .20 'V) Z U 0' v W Iz� V CD 000 a a Uj W Q CifV < �pXQJQZx '0 00OQO OW�wOZOwOOmzz O z w i _�QOW¢ ZWz�W00 O CL ILLQpw �_1-F �WZ�U �Q �a OQLL Q Q �w 0 Z W O� F M O Q U) CO llf w LL ti W M_ ZU�a- Z W W 0 J 0 M W I I I I I I I I I I I I N N N N O N r O N M O N r O N M ® 0) O CDN r O � i N O I i I i Z 0 N LO'^ w > a O N o M O d o to I i I i !!LO CO ZZ <Z ¢W O W z 000 '0 O U UU(j) 0 z)Zj 0�0 .Q Z aaxa- =W Q = y^, F V F- F_O zO:E W CL �F-:D L� 0 zx0 O Z U LL gZLL az N Z �� U J 00°- z A4z z W1 W_j O N O cli O LAST PLOT DATE z 0 a i ROOF PLAN A SHINGLE ROOF 7/8" STUCCO OVER PLYWOOD---, 1 1/4" THK x 6" STUCCO BAND---_ SIMILAR 5/8" STUCCO OVER CMU— 12 5(— ■ FRONT ELEVATION A , 1 /411 = 1'-011 REAR ELEVATION A 1 /411 = 11-011 STUCCO CASING BEAD WITH WEEP HOLES OVER FLASHING VGLE ROOF ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 5� OVERHANG DETAIL -nil ROOF FINISH PER ELEVATION ROOF SHEATHING > MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 a =77v _ ELEV AT 8'-0" T.O.M. 3'-0" 5/8" STUCCO OVER CML12 �o Zo ELEV AT 0'-0" Adk - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1ST FLOOR FF 3 RIGHT ELEVATION A 1 /4 = 11-011 I I I I I I I I I I I I I I I I LEFT ELEVATION A 1 /411 = 11-011 12 —15 _ ELEV AT 8'-0" T.O.M. Z8" STUCCO OVER CMU 2 00 CD ELEV AT 0'-0" 1 ST FLOOR FF 1'4' 1" N C0 CD FOAM BAND 5/8" STUCCO FINISH NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO VARIES PER OPENING of 1 2 I I 2" THICK I I 1-1/2" THICK N 3 1/2" n f� 3" THICK VARIES PER OPENING FOAM BAND 8 ELEVATION DETAILS pia _ 1 1-Mv, - CMU COLUMN DETAIL 3/4" = 1'-0" 4" 10" N 4" 2 LB EPS 2" 1" BRACKET DETAIL CV M FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) M N 0 rn r Li ri i? 00 Ln U. a, a>, ' i'q` �, Fey z w �p--A yy v�,� O z Q N > W L `a U CO co in U 0 m u P n' EL t0 W2-2 ` O o - a� a —Z •N U�� U W Qry Q� 700 L co � C6 a� W ❑w 0, wp1- L w w w�FO �73 0 O�LL0oL�o 00of 0 z20Q oa�§Zw QILU)O Z¢�¢owQZWZ w- w22mom9 �0 wrw��Uo nr m LL pw __YZQQ 00� 0 Z) 0QQW Q LLQ o Fw If O O Z W O� :ti � M O QWcor- � (/5 z W < Ln I— W M_ 0- Z U W W o O m d' 21223 Virtual evi w Assist Inc !, Plans Review om lete an ape r� for compliance th t ell 14 FBq 7 E itio Debra A ' Mby W N N N N o N 0 N 0 N 0 N r W M O N co N i I O 0 0 � o I f Z 0 N 0 LO Lo W > g r o N M 0 �i' o Lo I i I zZ U) Qz O zw -� 0 0 W U WOO U V � L F- ::)zj / .Q Z O�0 a�a Q C) = w=¢ 0 I--~O z6c=n W <!� ..� Ogwo U z �z �z Z �� 0U 0 W z A5 z z w W_jW CD M N O N LAST PLOT DATE June 19, 2023 z 0 J EXTERIOR ELEVATIONS A PORCH 1 � ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 _ 1 1_011 DICONNECT ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 01 #15 copper to lights & outlets NEMA 1 00 #12 copper to 20 amp ckts 200 AMP 00 #10-2 copper to WH 00 #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 TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCy SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz Ql�'___ SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR Er 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS 4FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE <� STRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER ---o DIMMER SWITCH AT 36" --0 PUSH-BUTTON DOORBELL <} CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -C- WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4� " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR O SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 5;:24:R 24" VANITY LIGHTING 57,,-F 36 :7,uP 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (+i EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION _0&J ELEC PANEL FYI VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER TT THERMOSTAT 119 SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. i V) N LO '0 q U N C 0 4 W E L t O �Do 2g �= °ter �Q LU QN ^` W L Oo ECO CL (D (D ❑Lj w0Uj H ~W E-Q � _j wgezw z 02 <Qco _jo Q Q V U_=¢w0o° DOLLaz�O0F OQZ Q ¢ �I-- — C3w�Oozo=oomzz nW7wwn x¢ U _ CL WOZ ZOW Ow ❑ ~OY¢Q¢ o ❑ 0Q<x ca. 00 LLa o �w O z N O W _I'_ L-0 ti �I-MO Q M Lo wILL ti z < W Lq �IYM 00 Z V z W W O J O Wj 'IT � Virtual evi wl si'st, Idc ", �A,23 Plans Review om le'te an a'pf ed for compliance w th 0 e 20 20 F It 7 h Edition by Debra nn Kla 1 r,P 240 I M N ON N co LO O O N O O O O C) o O 't N N o ' M N o Z O w o N LO LO % o O N ;n 0 4 o LO I I ' CT �^ �- zZ vJ Qz w O W 0O00O V / -�+ O U () Lo O Z)zj ow- O I— z a�a �— < = wz¢ ~~tw F- T� zOcn W <�� Q O ZWO ® V az� z �z z �� pU oll W � z z z z w W J O N O LAST PLOT DATE N June 19, 2023 z 4-1 0 J ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 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 BO RATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6OR 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. A STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND. ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2. 2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2,3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3, GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1, THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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-1-13 CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-13 GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4,3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EX P 1 U.N.O.U. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4.. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 overpog and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF ; -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS 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%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. M N 0 N rn (0 LO 00 ,C) e,a9F LL o �,. W Q Z Q SIN` 0 L i 10 W V o U ` Q (y) N m _- N V i3 W U pM F M 0 L 8 o o o _ ° `L Q .NsW0^ QN � N " o E� 70 0 "0a V, LU W Q W L Uj W 0H IW-~ J Of¢~zof Q x::) 0��0 J J LL LL -C)LLU0ou X � O O < o QQz 0 O z cnuj OaLU LUcnWW�LLJ cnOf 0}zi QF- FnZgwp20 0 < 0W pQz Q QLL u_¢ 0 O O Z CN 0� U iQC/)(M00 z Q LL It 2 C/) r�_ z W < Lq I-0�0_M � IL 2 T- Z V W W W 0 J 0 (0 JUL 21 z0 i Virtual Rev eI6 jisjist, "in Plans Review for compliance con Piet d alld a . proved by Debra with Anr he 2 a IIKI 20 hVF BC X23 th E 0 itio 00 O p r 0 co 0 o 0 N CD M - N co O M C)- \ C) N C)a I N C)z I I I 0 N LO Lu > a CD0 N (yi 0 4 o 6 I i I i LO 00 }~ ZZ C/) Q W O O W U WOzz O UV(/) L 0 Z)Zj 0 LU or< �- Q o = W=a ~-- V (D - Ft T� O Z0� ■ W�� Lr) Q 0 Wo 0 JZLL .1 z IL �Z ry z U _j O O o- �-- m z Q Z W WSNO N 0 00 0 T_ LAST PLOT DATE z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHIi,NIENT, METAL LATH WALL SHEATHING . ... t1 ... . I 1 I .I ;2.;i.. 1I t. I. .... 16GAx1-t21- LONG (3s4'._1" CROWN) STAPLES ° O.O. VERT BETWEEN l -I M,t l 1 R r I ' -� 16GA: -112" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFI=SIFT I I E I I CROWN) STAPLES i 6" STAPLES BETWEEN STUDS AS SHOWN - O,C.'VERT INTO STUDS (NOTED THUS:—) METAL LAB H ATTACH ANT DETAIL REV. 09,2 .21 SCALE: 314" = T-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FECR 703.7,1 LATH* "ONLY APPLIES TO LENNAR TP.AiUAX"# 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 4'jQl]i STUB -OUT FOR -' GAS METER 0 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS` 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS TX 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 11 (1) SIMPSON HTS20 OR k3) 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'-T (2) 16d TOENAILS 2" X 1 T @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). '* SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + b + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + ... + + + + + + + + . + + + + + + + + + + + + + + + + + -0" (TYP.) 4'-0" + + + + + 4'-0"" + + + + + + L� 9�F� +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + (6 + + + + + + + + + + + + + + + ++ +++ +++++++++ + i� 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELL #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR COLUMN AND SEE PLAN FOR REQ'D 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2"" min. 2" max. � 4" max. h� /,71 — i, Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -U der2nufhcuts.orcol N.T.S. -Under 2nd floor column w/ loads N.T.S. higher than 1rnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side ILI at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking IJse 3" 11 nd) nails at 6" o-r.. Q'/ Provide adequate bearing for each lapped joist. 10d nails 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) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Joist 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset En Use 10dx3" nails at 6"o.c. for all joist blocking panel 'Non -stacking walls require additional consideration. — Co !79 Co A 1YZ' ROUND HOLE MAY NOT CUT HOLES 6'BE CUT ANYWHERE IN6' 6 CANTILEVERIDO LARGER THAN 1)/2"THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Round HateMameter 2 3 4 5 6 7 S 8- 10 41 12 3 RectaItgula, H le Side (16 Hple 2 5 6 9 10 Any 16" joist Span (ft) pp 1 "-C�" 1 '-.I �m 1 v,-2x" 1'-2" �'- " 1 "_3 s 1 "- F " "-� 1 ..t " 2. %9at 3'-2" 3'-7" 12 V-0" V-1" V-2" V-2." V ., V-9" 2'-4" 2'-11; 3'7" 4r-2" 4'-9" 6 " 16 V-0" V-1 " 1 %2" 1 2 V-7" 2'-5" 3' 2" 3'-10". 4'-9" 5'-' 6-4" 7'-2" 20 11--0", 1 "-1 ", V-2"a 1 2 2.-0" 3,-0> 4%0„ W-10'° 5'-11 " 1 61- 1 " T-11" 8'-11 „ 24 1" 0> 1'_1" 1,_2" V-3" 2"-5'6 1 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1tz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-1 Od nails. -,,Install tight to top flange. \ Filler block. Nail with 10-10d nails Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange witl 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of to!, 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. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - 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 BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se - / " 3-16d 3-16d 14' 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) ' NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.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 1111L A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS a SEE PLAN FOR °• a . • • a ` FOUNDATION INFO ° STEM FOUNDATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '10 LOCATION OF 9° 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 PVC OR SCH40 SLEEVE 4 ;;III �1 111, ,1�1=�-1I I: I 10. ° a: -III—III—I_ I —I I I_I I '—III— ' . • i i ' FINISH GRADE GRADE REINF. SEE PLAN ° rjE $— X TSli llull l 1 ' -'7A/C CHASE 4" PVC (2) 45 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 1 ° ' I— J 'LI---- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ----------------------- CD�° •a.• SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -----4. Q --.-- °— °°. °/ na II-1I1=1I1=1I ` I1=111=11I: a °` —III—I I I- I — —_ ° SEE FND. PLN. SIZE & REINF. M N O N �a -, to 00 ` �a I �r> w 0 Z 0 N LO CD R U W L■ 'i "o o ` C'7 N d cY) cQ N m 7 _T N V 0 �w .6a 2 M n' W U CO Oo o 0 �o a Q C U , C)- .N W QN W L. 0O 5= '� a D W �LLI C W OF F-� o �¢~zzW 5U)OLUU¢X0�WLLU¢ J¢UO� D�p¢¢zLL0z20 �1— OWO0m Zz O z 0UW n Z IL pn W W ¢O� 2 Lu��LJ0LU) Q¢U_~ O� 0 0 zW LD U Z) ti O�cMo00 z Q w M LO \ U) Ll 2 ti i- IYIZCM 00 zv� Wz� W J 0 0 JU ' ,02 Virtt al R I I vie if Asi I I ist, Plans Revi w c mpl ted nc. for camplianc wit h 1 and B PP 7th vetl by Debra A Ei it�an co `- O o O r- 0 M 0 0 LO OO M N Cl) C)C) C)— O N o i I N C) i i t I ' z O N Wa000a U > c- N 4;1) It to i I ' Cr 00 >_ ZZ v/ Q O Zw � •�� 0 W 2U �00 Fn C)I--. —> LO Z) z pW- z aka CD = w=¢ (D~� H O Zoe W 0- 2iM L) Q 0 zlyo �■ —0z v-ZE I.L � Q 0 o� �m z Z z W M N W O T_ LAST PLOT DATE Z 0 o J STRUCTURAL 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, VARIESAk INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH I 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 SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" 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 M 3 1/4" BASEBOARD rr MIN. 2500 PSI CONC. SLAB w MIN PSI MAY VARY PERCD 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 E 1 M V -I_I�.=LIB--I / r , ° V ° °° _ ti 00 _ 6 MIL VAPOR IIIII o I z " BARRIER 111 III-_ I11= N COMP. SOIL. 111I (COMPACTED TO 95% _) I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I 1 111-111-1 I 111 ASTM D1557) 4" to 6" BELOW GRADE (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" = V-0" S3 OPT:. DEPRESS SLAB 5 Z" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14O.H.D. RECESS PAVERS T_11 .. III=III_ ° 4"IIII. o0 A. ' T S E E A/S3 0 R J/S6 'IIIII IIII1it11„I IIiI11,l= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) -III—III—III—I m ° -III—III=1TI I ' 'I,�lllll�lllll�,lll��ll 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E CV 6x6W1.4xW1.4 WWF OR FIBERMESH II IIIIIIIIIIIIIIIIIIII- 8ll TYPICAL INTERIOR BEARING WALL W/ OUT UPLIFT GG 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 DOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" ° A.F.F.�— ° ° ° v e C7 a d ° °.q ° Q ELEV. -0'-3 1/2" PZ- a ...d• .'° a °e. e' ° d A.F.F. o e,° 'e a°° 4 2X4CONT.° °, .. ... '° LL 1 �• I° .: °... ..e. d:. e° d CV GARAGE DEPTH VARIES ° ° . A° 'a.. .'.° .. �. 4 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE o Z 2 \D D I>D.— D ,' o '° o I —III —III —III —III —III I g ° III —III —III —III —III —III ,— ail_Ill_��1i —1 -IT I-1T 1�1I��1�11�11�11Tll�li� FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH 4" v ° d 00 SCALE: 3/4"=V-0" - d GRADE v �—11-1�1—��1—��1-1� -(1) #5 REBAR w/ OPT. IIIII 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 3" O.H.D. RECESS A N I r M N =1 I � I ;; Il 80 -II I=IIII 4-_ -1 �� •III I a', .• .. .: I—I11' SEE A/S3ORJ/S6J-ILiIIlliiill�I IIII. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8- x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c M —I I 1=1— A 6 MIL VAPOR BARRIERi 11IIII I II I II 1 D ' ' ° III o IIIIIIII /� o � 5/8"OR 1/2" HIGH STRENGTH J `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24' O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. { _ z b ° ° �11=III=III-I'31/2"(min.)-4" 00 —I —III—III 31/2"(min.) - 4" 11 I=III •� —I 11 III—� I I- _ III IIII III—III—III=1(1 III —III 1'' (2) #5 coNT. -1 I rlll1 1 1 11 1 11 1 =IIII- I 4ll 1 �-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP na SHEARWALL C "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/� 2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00 2(31 /2"(min.) - 4" =III=III _ =III III —I I 11 I —I -III it l l I III —III —III —III 1 � 1=III I I (2) #5 CONT. 114' 1 IIII=,�1141, IIII 1 11 ll l l l� U.N.O. MIN. TYPICAL BEARING WALL @ STEP APPLICATION /� V 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR ------ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] oo R 1 7/8" Z T #5 REINFORCING BAR —� -III—III=III I I =1 I -T r 05 1 AP SPI ICF COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM ' �- 11�=�1 11=III=III=1 I 1=III=III- D1557) — IL.. lllll�lllll�llllll Illl�llll—1 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x --1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 1 01_01, a CONT. BEAD SEALANT A., INTERIOR 2X STUDS @ 24" O.C. U.N.O. P d. ell d ° y ° 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 ON FLOOR PLAN AIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 N ' d WWF OR FIBERMESHOP r, � M 6 MIL VAPOR = �' I I I It=i L BARRIER —111—I I —I I —III —I I I �IIIII11111II�III�I,'� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL 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 p U IIII=1 III —III —II I . w III I 1=III 1=� • uj co 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF t SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) S EE 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 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w o SCHEDULE x j ¢ w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. � I SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" 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 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or AB PER 0'-0" FIN. FLR./-6 COMMUNITY SPECS pips pipppppi (2) #5 CONT. =1 11=1 I I ON 3" CHAIRS (TYP.) 8" 1'4' L — CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH r, E II —III —III —III= III III=III=III=' r TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH e. _III-1I I r _� I I I-1 11=1 11-1 I I, ;IIIII 47 � II_III N M IIII4.I—II III- III= SEE A/s3/J/s6III III IIII ,I I' 4" 1'-4�' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Q@ S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. T ' 00 GRADE 4 ° M 11 .4. c�Lu4. °. I=1 11=1 11=1 11=1' z w o I —III —I —III—III—III—III W 0 W = 1111111111 a� . l 11=III=1I_I- Z Q LL — °.. a 4 — — — M�Q I1=1 =11P=III-1I III I I =I I I=I I I— -FOOTING -1111 111=1 11=1 I I—III=1 I flr=ii11=1 I I_ 11-111-11 I-111-111 ,� I =111=1 I �- BEYOND PAD REINFORCEMENT -III-III-I i I-" (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 r M N k,SZ j 0) d, " a..k 1m ID, � LO 00 •� i 5 it Rr �'.y I '��..�r,A �RC ° x LI— asz& W. Z W 0 w N O � o W L U r) m m _�}jCO W E L L O � S 0 _O o T� 0 U-1 m Q t j — �nVn``i do �< V w Q N -7W L 0 E` °- (D LLIw W ❑ ui aj w 0 1-- w jLLJ w��0 ui Off) W Q Q ~ U J�0 u-U0��0 7) 0 zu_wozm00I-a¢ ~ 0u)H2zOw0 Z=) 0 ZV0Zzz0UjL) IL O aka_ IL �1-I. mow❑ ¢ LL 0w 0¢ =O 5QZ�¢ �¢w O Z W 0� > U) p M o aJ LL. W LO QUQao Z w W J 0 JUL 2 Virtual Review Ass st, I c. P(Sns Review clUmpleted Ind nr comptianc wit the 262 FB r 7th Eetl by Debra Alne Ijhr pX2 00 n M W I I I I I O N CD M O CDO N N O N N LO O N r O 0') o O r- N p I N o I I I ; ' z 0 N, W o 00 0 0 L/ �'° rJ P1 z �- vJ ¢z CDzW T O W 0 000 Woo V, LO mZj pW� -0 a- = w=a qq-(� m~uj T—I O Z O = W 0- ■ ■ ��� z=0 O Q U aZE z S2a � OV O z ¢ Z W W N CD 00 0 V_ LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO 7 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION t FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 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 1 SCALE: N.T.S. Sq 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV, PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d �� (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +lll STUD W/ (3) 10d NAILS CRICKET AS REQUIRED +++ + �I SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d 77�BLOCKING NAILS AT EACH STUD (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 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 LSEE 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 rT� SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT a--l- - e . ' ' •' • ' • III ILI one one IIIII� - ■■gin li��■ ��Il�I IIII�. ■-■III: Ilia �IIlI I!ll�� IRI��I NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. C VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J a T ,- W > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO 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 0 GARAGE DOOR TRACK Ill�i� CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL AIL SCALE: N.T.S. . a.: d SCALE: N.T.S. 4: 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. 7 5/8" 8" 7 5/8" 8" 77 5/8" 88" I I SOLID AREAS ARE-Ul ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL \ ❑ Irm-1 DOOR OPENINGDOOR OPENING EXTERIOR ❑ ❑ Fol WALL ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAG E lOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 14 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) 1 (3) (2) 1 (2) (1) LSTA30 9' -16' (3) 1 (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER w ()—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 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 s SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SP4 PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS- SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN .. -,_ MOISTURE BARRIER ROOF TRUSS \_ UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. -.--- ---- (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT! IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SP2 -1 2X STUDS @ 24" O.C. A i y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 42 2 SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d fd LINTEL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500,10 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF A8„ SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 14 16d TOENAILS TO 7 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 (P.T, ATE �nviraviv �r4 SP2 �uvirwiv NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10( ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON - SP1 RECESS SIMPSON SP4 SIMPSON SP4 J M. LINTEL 2X8 P.T. BOTTOM PLATE SIMPSON ' SIMPSON C SP4 — SP2 NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON SP4 SIMPSON SP4 FBLOCKI RUSS BOTTOM CHORD OR 2x4 NGW/ 2-16d TOE NAILS EACH END w / z 2x TOP PLATE z cn 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 �r4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX.OB (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" DOXIED A.T.R. i&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. i&NUT ROOF TRUSS ABOVE 2X BLOCKING O C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED NTRANSOM FRAMING ° ° 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" Mq (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 0-15/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOWMAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 i / M ..i.q� • 0 0) _° Ln .. • C) tl i:-:. om Lo J e yl I z w O w x 1 a nN > LO o E ou N co ° coN ♦� 02_ nU C UC) 0 rn .� p U- o o Q V/ U Jc ij •N U W QN 7N o E � V 0 a a rR Ill LU Y UHDcn W P W J W 2� o Z ' J�5no �4o pWu-000U aUQH- X J0QcyJZ0�0z�0 �-¢Q<Oao,9OW-RoomRoZ U cnwaWFwWi�W¢°l_jO~a°WU5W��00- a ¢ ¢U- OW LU 0W Qz LL¢ o ¢� O Z N 0� Ln 5 ti 5 � M O Q C/) chz 12 t (1) Uj I— W co ry 0- ao zv� z W W 0 -J O mi NT U 22U23 Virtual Rev e ew e e e Plans Review ssis , )n for compliance Ce with p d a ap ro d Debra Ann alat 2 KI 2p ' E itioF. Mby 0/ O O r 0 M 0 o 0 UD r O - r N M C) C) C) .- N o ' t N o I I ' 2 O NW o 0 0 0 0 I L' > N M .4I6 00 �) z ►- v Qz ® zw �---+ 4 _0 T / ® W U 0 0 C) 0 V Lo 0 pZj Opp z a-tY d = W Lu (_7 �~� I- r--I o O z oo = W�� . Lo Q 0 %. — 0 gWo Z z a cnz J OU O a- o- Z Z z w LLI J O N oo O 04 LAST PLOT DATE z 0 STRUCTURAL DETAILS SIMPSON HGAM11 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 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± LX'+ ftL J T I'- DLn U L 10 U.l.. W/ kLf I OU IVMILJ CM. CIVU. MAX 9" SEE SCHEDULE - [RSH1- ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR 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) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '* BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD 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 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS 17 w/ 10d NAILS @ 6" O.C. THROUGH 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) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR �k 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1!2" x 8" "J" 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. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" -I GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r N - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ Ill. 2 (2)16d NAILS -WOOD TRUSSES1/ `° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE . (2) 16d NAILS -2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. �S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 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 HGAI0KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d IF >9" SEE 10/S6 WOOD TRUSSES TOE NAILS AT EACH END @ i 24" O/C (TYP) "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" BRACING w/ (3) 10d x 3" AT • EACH CONN. 24" O/C OSB SHEATHING ATTACHED @ W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA W/ (4) MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM ___ [] SEE PLAN FOR TITEN TO CMU CONNECTION MASONRY WALL ARCHITECTURAL FINISH OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C 2x4 BLOCKING (2) 12d TOENAILS _ NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (*8� ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. S5 12" 11NIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING NOTE: ALTERNATE NON -DROP - 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES GABLE END DETAIL O BRACE TO EXTEND FULL HEIGHT OF GABLE. CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. VVIY 1 ULlll \IIY\.1 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS^^ ^ —wry i . o�rvcuvu - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w a_ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ —` 48" O.C. "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" 0.C� TYPICAL 16d NAIL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL(s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. uj O 0 d- a 0 ❑ z o w w m o 0 ' d w — — — o X o o ><� = o w NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION M N rn d o U) 00 �t WWC _ .F$ O w z - W L '0 0 U N 2 m +- V M 2 M N V -070- 2M M ❑ 0'2 o V—I � Q 2 •� U Q� u Lu ❑ N C 00 W fL C) !✓ V �__F a z /n N V LU �W L W J W 2 � o W L >> z 0Y ¢ z L.I_ Q Q H U Q0X JCn�7O(f��O Q�JO O ZLLLL2zm2,0 ¢¢ 7) 092E. 0 I-- 0 wzowoomz 2 -JomozyO _zu_ U7 LL Z ¢0 Wool¢-� 2Yz2QQ o� o o¢ 1L¢ o �¢L, O O Z N OW F-- > U)((00CD z Q u) M CL (/) LL 2w z < W Ln _M O Z V ujW� J Q mot' JUL Virti lal R vier As iv. Plans Revi w ' n° - for cum P lianc c P et d Ad a ove by De wit ra A the 7ne 202 FB 7t Edition I I (lahr I I PX I 1 300 M W O O O M O O O N Q O 0')1 � � N M � C 0 1 I O 0 0 1 1 I ' Z O Nw o 0 0 0 0 1 1 Lo i r- N M d �f7 � Z V) Z QZ W ® Z A. -a O W V Wozz OO�--+ U U cA 00 mZj .Q Z aEEn-¢� Lu ==�~LupO uj 1� zO�cn W �Z) ■ Q Q z0 wLO o V -1w zz 0-z O"J o� �m z z z LLJ O N O V_ LAST PLOT DATE O z 0 STRUCTURAL —j DETAILS 1/4" MAX 2'-0" fi SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK -� DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 If- Un I VVMLL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16„ 0 X 3 LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"' 1x8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH -�/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 TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS UUUM JHIVID kRCram TO PRODUCT APPROVAL FOR CONN. 1X4 r2X8 (2) ROWS 3/16" x 3-1/2"FURRING TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 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. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. '1-1 /d" nPTAII —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 114" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP B'RIVN. 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" S; LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW —"----,- CREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 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" #5 REB (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 a —NOTCH WEB AT +5^ FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xi 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 I 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. JACK TRUSS PROVIDED BY—/ / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. -III-III-1 11-1 11-11 I_ g ° 1=1 11=1 11=1 11, ; ,111,=11 F, 1=III=111=_� I �- ° I 11511I- I I I -I I I-1' GRADE D. QpIIIII,III- ° co z p (2) #5 REBAR. MIN, 3" 16" MIN. COVER EA. WAY 70, SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN ,R YP.) rHE :S FILLED CELL INSTALLATION rH SEE ARCH PLAN AND I RE ENG TRUSS DESIGN SEE NI..I I r 1 L-II-._C0 SCALE: N.T.S. a SUB -._ +r — ALUM C F $_=_E EIRGVd''ALL`I-Y AL�J 1 F� PER PLAN I F CHAN E- —+ - ._ = t `S NAIL s FASTENED PER I C A- r�3 NOTE 2 BELOI CONT DENTED OFF fiCfL,{ C _ , CONT 2x4 NAILED TO 2x, BLOCKING NN LED TO TOP HI. DCKI G ,.m 2-T2d NAILS i.$) CHORD I-VEI d d 1. II HER FICI SS, 11i3-1 d NAILS, TYP_ ( ) 1, a C.l BUILCEP TO SOFFIT fAMATERIAL SPAN CAPAO#TII :' Lv, ON THE DESIGN RESSURES SPECIFIED FOR COMPONENTS AND CLAD D f:,`� LISTED IN THE DESIGN CRITERIA ON SHEET # E FOR OFFIi A-17At."HNIENT AT 'A ALL (PER ALPHA ALUP41. INC FL# 1 544 - Y P'ROC'IV IICTA,PPF" JAL) F CHANNEL FASTENED TO: t."'MU W. T NAIL .097 " DIA. @ 24" O.C. Val? 5k'v MIN. EMBEDMENT WOOF wf (31 16 GA 3i4"xl!4" CROWN STAPLES @ 24'MAX. O.0 IN D A; _ND PATTE N SUB FASCIA, w+ 16 GA 3/4"xIA" CROINN STAPLE Eat EACH GAVE STRUCTURAL SOFFIT SF01 SCALE 14' = 1'_0` {") FOR ALUMINUM SOFFITS WITH 1- REV- 09-25. 21I t 1 -4', 11NSTALL IMID SPAN BLOCKI,,i _ THE SOFFIT FL PA INSTALLATION - ITE ..Z`- *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS,` 2 X 4 #2 SYP SCAB TO SIDE OF �RUSS 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�FRygN TO TRUSS TOP CHORD + + CyOiTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP d @ + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT 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" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2 NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP Cf Al cGG cuGGT m onln } z O Q LL O w LL LL F_ M 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 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 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 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN 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 I-011 51-01 I NISH ° ° ° #5 BAR CENTERED W/ 90` H ° IN TOP o _ p KNOCKOUT/ N CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I _I 4 CLEAN FILL DIRT Z. z °. ffTANDARD C?0 HOOK N #5 BAR IN FILLED CELL , n , r n - n ® , ® n „ JF rn ® Fnr nn s,• \ F �r ,• V F n F For n• \ F er n• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" JTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3l4"x5" MIN. HOLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. i M N 0 N O -` t LID o 00 LO r ? L r wwc L r O w x z Q (V) > o C o o U ai co V �C M E L L O 2 o _O o OU-0 Q Jc N LU C)- n`c 00 E� f V CL a V, U w oWUj ¢ <QLU 0:0 Q�z=O QXJ� .U0ipO0ZOZ2OJ —ZJ0QQ OWO¢6LLta�oom¢Zu~(Ifw Ooo�gzgoA �z WW< �QIL LL OO� E Z) o¢ z G LLQ o 9<, O O Z W O� ~O � fn z Cc'7 ti L0 LL J � ti z < W Ln I— r y cy) �- 00 Z 0 LUz3: W J O mi Nt L Z 1 2023 Virtual 15 Revi w Assisi, Inc Plana Review coropketedial dla d for compliancejVith h2 2010 oC th Editio Anne OR r 00 by Debri O 0 O 0 M 0 0 U'5) CD O C) 0 O C) 0 N o I I Z O ' N� LLJo O o U V' r N C0 � LO � z W U) z Qw O z 4-1 O W U_00 � z z VUFn Lo 0 Cz- 0LU0 Z aiY� �— � = 0 = m� LU d-. 0 0=)0 zOU) W <iI—=) LO 2 0 zoo 0 Q U 0-ZE z z III � Q � OU O m z z W LU O N r LAST PLOT DATE O z O STRUCTURAL DETAILS - RETRO FIT ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CCR SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SU8 8F8.OB 8F12-0B 8F16-0B 8F20.0B 8F24.OB 8F28-0B 8F32.0B 0-113 8F12-1B 81`16-2 81`20.113 8F24.1B 8F28-1B 8F32-16 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 1 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2318 3302 752 1245 1843 2564 3486 4705 37 6390 47 1U-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 1 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N. R NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N. R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N. R. NR NR NR NR NR NR NR 300 548 950 1326 .1609 1849 2047 19'4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N. R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N. R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO, 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST -CRC SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10.OB SRF14-OB 8RF18.OB 8RF22.OB 8RF26-OB SRF30-0B 8RF6.1B 8RF10.1B 8RF14-IB 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (341 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 110893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS -40MT41 SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-O" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 1U-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 14'4" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8' PRECAST w/ 2" RECESS DOOR U-LINTELS C^ZT SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 EINF' 4'4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'4" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4C^Wr4#941" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F12.1T 8F161T 8F20.1T 8F241T 8F281T 8F32.1T 81`8.2T 81`12-2T 8F16-2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 2'-1 Q" (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 1 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 64' (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 103415 127215 151015 1749 15 494 599 1028 1422 1738 2053 2369 12--0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(15),373 606 14 783 14 962 14 114114 1321 14 428 455 1 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823(13)...976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 1 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264') PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-4494Ta SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10.1T 8RF14.1T 8RF18-1T 8RF22.1T 8RF26.1T 8RF30.1T 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22.2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8° (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 1 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 9'4" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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 0 e % 0 0 O O C O ° O ° 0 ° ,0 e . D D _ D C C c c 8F16-1 B/OT 8F16-1 B/1 T 8RF14-1 B/OT 8F8�-1 B 0 �.:. 4 > D � 4 >D 9 ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT lb BAR & (2) COURSES OF 8' K.O. BLOCKS C O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR L - C.M.U. cn cn x o G O aw�10, w LU (;u - L #5 REBAR AT oW�Oowa ° BOTTOM MIN. (1) �¢oa�z REQ'D Q � C� J J -� z-wQw 16GAUGE L z POWERS STEEL m r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J Q Z) 1-- 0 w L6 7 Q h Z= O2 W z= C C #5 REBAR AT TOP -MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5PROVIDED IN LINTEL ACTUAL AL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP CF CF V LINTEL PLAN PER ELEVATION A 1 /411 = 11-011 -0 fa t M N O N t37 to LO C) LO d1 a ;q2 5 a� 3 -H d. Z Q cnn` N LO 0 W L q U M� 6 N _� V) } P V % 0 U O o vI O LL 0 m Q -s •:n u�^ }< f ' L.L.I Q N C 7W� V }VLF� co E= 2 oo V ° Uj W p W CO wO~ -Q ofC Q<LU zof :C�f LL0 LL 0 Q ~ U f- QOX JWn paoQzww0z20pZ¢¢ LU ZpWOOmzp U U) 0 Z U)Uj cn a WLuw =Q Q�QoWQozwZO�°oIL LL Opp of j E5 z< ¢ ¢LL L•Q O O z W O� O � M O Q U) M if LL W _M oo Z U W W J O O Mj CD V, AIR P 2 2023 N- Virtual Revi w ssis , Inc, Plans Review coil plet d at d approved �o compliance with he 2020 FBC th by Debra An te KI ahr X23 0 W L4 z O U) Of w LO/ UD > CO Z W < Z Z W ® 0 W v WOO ()0(j) ^ S1 o ::)Zj O I- p z a�a �- < = W2a �F- ; OZ)O zpz W Ca ■ 0 z0 >- 0 z U �Z� • az V J ® z S Z z W W J O 00 N O r N LAST PLOT DATE June 19, 2023 Z _ 0 ® STRUCTURAL DETAIL ELEV. A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DEfAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-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 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 414" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 74' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No.3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R, 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 17' 4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. 20'-O" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 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.5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED u7:d"-- DETAIL "A" DETAIL "B" 'r' q DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLD LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1U] NOMINAL W IDTHJ L QUANTITY OF #5 BAR NOMINAL HEIGHT J 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)05L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' DETAIL'H'&'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) 54.5 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 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-61, 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'4' PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 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) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 .43 DETAIL 'H' DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ '''7 QUANTITY OF #5 BAR AT S-SOUDLINTEL 1 r LOWER LINTEL CAVITY IN 6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY of #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12'' 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 #5 (1) 1 UU(1OL L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DP DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'1" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4-0" 7-8" 24' PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5'4' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 V VVP DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTELCAVITY [ 8x 1 6L/1U] NOMINAL WIDTHyI j L QUANTITY OF #5 BAR 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 (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'E' DETAIL'F' ETAIL' ' &'F' DETAIL'E' &'F' DETAIL'G' 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 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'4" 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'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 C-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 1314" 12'-O" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1207 1207 605 938 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 7095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7116strand + 836 836 426 763 2 No. 19'-4" 1814)" PRESTRESSED (2) No.3 (2) 7/l6strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 607 607 317 601 2) No 5 21'-4" 20'-D" PRESTRESSED (2) No.3 (2) 7/l6strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 488 488 260 493 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2)No.5 399 399 217 412 .�»� 'a•� .air DETAIL "E" D�"i'AIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 rLOWERLINTELCAVITY [8x] 6-P-1 L/1 U] NOMINAL WIDTH•'IL QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER -INTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)05L(2)#5U DETAIL'L' DETAIL 'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2)D4.5WIRE 2 No.3 5095 8995 1 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'4' 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 11'-4" 10'-0" PRECAST (2) No. 3 2 No, 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15-4" 14-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1774 1774 996 1494 No. 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1084 7084 615 1095 2 No. 20'-0" 18' 8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1008 1008 573 1048 No. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 877 877 501 966 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7/16 strand + 1 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINALWIDTHJ J LQUANTITY OF#5BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 3000 PSI a6mM TOP LEG BARS: (PLACE(SEE SCHEDULE) #5 CONTINUOUS RE 'D. )QR STRUCTURAL PLAN "STIRRUPS AT 4'-0" cc OR WELDED) LO SESCHE SCHEDULE M N MIN. MI . 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)% (SEE SCHEDULE) 2" 2" / (1) #5 CONTINUOUS REQ'D f PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc Mco (TIED OR WELDED) IN r` LID BOTTOM BARS SEE SCHEDULE 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 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 BOTTCM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51­(1)#5U 10)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 7C 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000, 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 614" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 64" 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 1134" 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" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'4' 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1254 1254 702 1277 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7/l6strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 a a• - `•• t 7 t' r• i� `1 `••`t 7 '�:Ew: '�jw. '�d•i. TYPE DESIGNATION ,.,,�. r• t' ,.,.:. ,.,•:: r t' +'fy1 �,`i y ;�+ ; P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT .;.IN .�i» •�'�•1. 5-SOLID LINTEL r LOWER LINTEL CAVITY ,�;: ,,;r [8xl L/1 U] t"41 •� { I6-P-1 C•�`+'J t•�� f J J L QUANT"Y OF #5 BAR AT NOMINAL WIDTH NOMINALHEIGHIT UPPER LINTEL CAVITY DETAIL "0" DETAIL' DETAIL IQ" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT FT SAFE LOADPL SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID 114(0) L 5 1 5 (1) UU 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 7 4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 7-8" 7 4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'1" 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 7'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (21 No.4 1563 1563 1113 1455 7 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT S - SOLID LINTEL I r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH j LQUA NTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 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 U (11 L SOLID #5(2)Uill L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DEAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST 2 D4.5 WIRE (1 2 No. O 7665 10000 10000 1000 o 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST 2 D4.5 WIRE 2 No.3 5413 10000 7552 - 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 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" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 97 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 21.58 2158 936 2036 TYPE DESIGNATION V ILTEL )JA, [Tr F it 3SR iT 7 q.TEL r _7bE -=L Ca17 [8x16-P-IL/IU] N4 r-HJH L I'\ 7 OF c=. III A- hL"V" -P R LV-E _A/I- G e D D UNIT '1450' - 1 ST FLOOR PLAN ELEV A 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 7 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' _DETAIL 'DB'& 'D ' C DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 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" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 RJ 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)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DELAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-Z' 2'-10" 2-6' PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 44" 3-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 E604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 44" 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 7'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION [8X16-P-IL/IU] ,J j LIL,_I - IE : _ H-:'1- F-E TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL r LOWER LINTEL CAVITI [8xl I 6 L/1 U] NOMINAL WIDTHJ L QUANTITY OF #5 BAR AT NON,INAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'- "" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M N ® +® .: 8 al 4 C> O � LSw f. i � a is '> i Q rrYa AR - N 0 W Z Q V) N LO N E _W L Q Nor Cr) N } N � } V / ` m U a r- = M � O U e 00 o � CDo Q U Q .N Lu Q.N C) 0 CL IC� W LLJ C� LLI ❑ LLJ u) W O H I-� Q og -.10 Q< zx Qf5 LLVOLJO �/ Q Q U I- J,0 = X0 Z LL LL0 z 2 001-Q Q 0 0 au)�ggzOw00mzZ U �EL WEL Z J(DD_�ZY❑1--zLL <1-- ULU V5 wo�v❑¢ OOf E ❑ ¢ez LL Q O ■ O O ZW O W : M �O CD M � G vJ Ln F-r1M Z V W W J O mi JUL2 12023 Virtual Rev ew I,SjisL. Plans Review co ple ed aid 020 a FBC pro 7t e iti n compliance with the lar Pk2 0� by Debra A ne w O O O O ■ �■�/) N N N N CD O 0) O O .-- N O [ F N O I F I Z 0 ' NCO 0f o O CD O O ! ' ^ LO > N M 4 In i M }Z ZZ w W ® Z }0 O W U ozz VUu; I.o O ow- Z Oro Q O I- W� CL CL WWI Lr) (D In F 2 F- T-I O ZO= o W � � QI-� 0 O Q U gW° WLL z az Z Z F-- � OU O� Cn z Z W L „ O LI 00 N O O LAST PLOT DATE Z O - STRUCTURAL DETAILS ELEV. A (LEFT) W,111611' /717 �& 2 MaMeAffff Mounting S.—acrMts E - ; -1 Gaii 4-V2'x4-1.l2'x2-l2' - T1 80"ck Cross Supixitit 1 See 4_ (�I Ak ybo let to W Artchor Sdwlule ­,,,i,- R) ightbtaket 06Gauq- 112'Dia- A325 tTyl;0 1:11 — 0 Z=— " ' i 1 4 Sli lino I Screws 1 C-5/811— 0 . lio A/C UfIrit wtum II I - HutrKareSVap wav�,hair I , I �111 J,LTie4t 3 i0mrip Front Support SM-Locking li (May be c u t to W) Left UnCklit 06 WOW) 0 14 Seg-Driling Screws Thiv Brdtken, & Bei Cross Supoort Into AX Un x Bottom 5�. I ,Typic* 3 coeb side for hurricAnii I Sp-%h, siildlarma wiru�,llct4 err.j,amx&J —shezz, J-ttatti<­Am Rrjt� =-6 pladlea'd 5:4 ad rm wo III ai"Aalmli "POO reetaws Florkla Depaftent of Busirtess & Professional Regulation making codes and Stair4ards Product Approve! Applicallon Detail im , . . . ,:Ii� A-09.4r�ll:­ .:.; ; ,, e; ,,­, -­ , " , .: 1 1: , � ­� � , . � r� '. , ,-, .� , ­­ .�11 , 1� lr��- . 1: I � � il : , i I " . . . -- - ; L': �:,!­`Ir, :-- ;,� l:` I'l Ali ­,�, ,g ,�;�ll l � ­fl.��l�-'.4,nl - - — , ii�� L ­11�­,l, " " �: il - - - �!r lr� , "' --I ;�,r �� :�r:ril�'Irr� -iin �, l � L� � : - ,I, 'I I � �; :�� � Li l , - ' l `� '':::: :1 ::; Y' I ­: I 1, I :; I j coda enift or "a two Date fthelinu p5a Tv- venetian MESMI gmao engimi W" Milldam" au MAELQA &or now Affla,imi 2M %iii V,4 Noti �� UhewGmilrerm Heo,,ebF U-11 LMA. 0-4. P.E. 12M I i V1 I 1=9=20 Aii em"wrAtwiarw C*T'Poni fe77)441-1530 PE-7574 (334) tM I WD sAcRaqw. randuem hftdm�ed as . Reei Inmewadme,nom "m TaO.OM Ceeriplisil- 1111di F-k,.i Report Ire. . Fasda R49141 m 0MAw Cr 1 Uw "4 R attraii. Ekslum.ftakaft pratss&lai E%kleair AKI I.-!!f 9V.&!=!J ? me Foe m Iseutials Quairly ASSUrli � Amwimardlat I Acovolimi in t9li QUIAWS MIC III staii 06i Fairmara I s1S1.1t3ir q I W.1 F-iliew, Flo.dllid V-S.I.- V-4 12,3102=3 Yes Yes NIA Ow4ilio I S-dV.MA4.I,I0159¢a9 9 i irsemietian Flood am Ve,fti Vent =11nm Yrii, Yee I 000 100 3 &MdY01tM0d0tN1S+X5W hstifftodFloml Vent 1211-irm Yft Yes KIA oo= 4 amarNwa ki "I I kkaImildnowlilmrit I ,IdArMlt li,, 10i", WA :11 1 Cc, :X, 5 V'c,�*154olV1 5"Ilve'd "Mc-524 . liasqrld;CAII,veeD�Fowlil�! Iml " Y�V. 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RK01oli Dab iii" AUAI tri otnemKou ft ft Imag it-iogwkt te2krl pir" i I ==.Vhg sylitamr, Di lai I ISMS, I 17M OW 200LA 12,31rMI, IV_ 1`6. Nii -OIL 14W I rd norlda Do partsiderit of "Iri & Priarfamiorral Regulation WI*V Codes and Standards Product Approval Application Detail par2oi`4 W= .ii ­­­'L., - �- -- - i - 20 2111 I � ­—� 151 1 - � � YEME rsa n F u er22d" it do J%"Uh Yqgaw I&MRId FIX Anagi -Allffliv2d SAM R-- 2020 Tmeeow -3lv corpoiralm Steve Jamp-sam L)MOM F. n2oldt R. E- Rvan,;, r9ru. P.E.11-uns,7021 IZZIII 04r;VI O&I Ail,- Calospor- EX26N, 0i OW843-7826 P-14340ft (613-w-6556 3.1bowerpli. �Wmsii ii D= rms"Mies SJiISXa"ft(o`aMIrlJ9 compliance Mediod: e,imitei R-ww t= a are Fkxid* ReigisiamidArMi � a L—d Fii FLUNUM FWvtcworld Endiri,ev- Exied'i 99dwAmum 499magLl;.Y.n &NUMUK.9101 kallag 22i ARARA Pndi adal. vi EmAd agaii � J.= Oyri asaulls I a L 7 h I a m! 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OX W 0Xo -fikpirai 6 If "rlitiel0i F84r-Clegai aild oilosid-,iStfir Narliimal itr$lkn,r) &raJat*rmdWrli Q-,la,Ne I zmn M6 Pi 'Yes 11'" TIVIA Canna is Foal Fbiliqlwas Doub4o Dw,,Mh . WV.001546ii `Im".st).W.Vi.;;AXli,t\i "fig.rWIM61 I III Tmtmaii Rbv�claw and shimmi ri'mrillilM 'ass"i &Wai0NAd&ZtTL'Z1'm4i 12miti I lift Y" MAI cmV..fitt Kd4k IFib.oaaG R40b Do, r (Ynsmir:0ae7lrr iil X emiguriii 8 b. Thi Flberr-Ir am Sm.ath4tar N"'a M11i &WOUreii Gtaxed 12r3IT20211 No yt Y- N/A CWpodriii fte, Reer" 8130 D&X vith S"Itai �i�114dVriLge�IrVr�XO.r)KC,C��K�) -O&MIZ 9 i. Them,,ma-TIN itilbef-aiiiii *m Smwm-stv Norilirmid "#i kFiat-ITMIii 1ii 121I W yiiiii yes WA C-p-ims ft. Filtimeri costa. I -1h . .th&A,Va*Wte% gmii,MPWWSWi,g� XX ci, 3XX0 owilomirmi 10 I Thmft4ru fiber-Gassic mii,ll &YrrNYri HaTiinaP SMi Upal*rpiactiswiet CAued 12,3171=- I Yes Y-- vj� Carposi Eftt Fib"pan OIL* Dw (61" "WOL"i � X. 1'"1119.1"IMM) I it R Thnl ee-7m Rbel-Classill am sm'!KA"er a NOW1140s,ii &IIJIM"cMimi Gilai 12131Z326 ft YIIS YtIA IVA Corpealia N$gt FRiwigislas &m* Ow wIth 3CWWS) fW4*1rN)0Lfft1N; X0- QK � 0XD -wirli 12 1. Th--T. Rb-a-I ei 5-Alai NOVI 864i ".intArr""i aimed 1251nom He Yes Y. NIA . C-paii Rd9e, Faheri i 10acr.l9th e, wrii 8dWes 0n"nWW,sAfti QMO coalliairall" 1`3 W'rhamii-Mu Stidirl0laireft and Sewer mar Hai III&III &MI43irripear,cii Gaii 12i(31=2% PW Y" W" NIIA Wiled Don COMPOb Eli Sbarafti* Single veer rmw1N0uI1vWN:Xmftmuss 14 .- Th.-Trm Rter-ciatel.imme Q-11i NO'Niner raiii 4,WQk;re"Cts*A cfti 121I I Y- Y" WA seoliaiiii! OW Cwpoe-0 Ed" Rbariiii talmok Om wilh oftae,dMowd om stwReamir � (M.ANOXA,MN; X0, ink - oxo-sig-r-) 1 116 iix­'fher `rma Fiftbeir-Clamew and Smwh-5Aftr Nei S&I A &Wd;krV%d&q..k ah.ared i 2)31 rilm No Yes Ye€ WA kidded Op. Ceiralpi;I Edge Fil,wiplaras Dcabb Ow-Mth.WWAG11- Maheird III SIMI (JAsWNrAftW1W.Y.X a 0= ea iformi ,Is I, 7halrrul"Tie Fire. -Chi and SrNildri-Miar NwAftel 644M ,14 &,amatliev"Ai 0i 1=1f2m W Yes Y- VA --.V,.ft. FAg. Rb.#'- Idalgl& 1--wrath Iiiii opensdili idemomploi,itsvirring: W, ox , or calo ..4110. ,aft"I 17 % -1homwTiv Fiber-Ciassit end Smoodi-Smar melinal WIM Z &Wd;I1WCt&QJGi4 oi 1X314M w yes Y" NIA Convoift Edda, Fiber es Double DwYft ar .0 out Gt-6 Mddw Opeam sid.w. rroalirarcutsvIxa XX aw ONDCO,irelfturai Florida Dapartanord of Business & Professional Regulation Fee, 1 iiill Building Coddis and Starri i 7 Product Approval proval Apo lication Detail .QM me 21u DWI P0111242 20 &a )&AI NKW&d= a"" BNWRKAligm 1*151i yallow Awmaw WA2WMJ$ Allawall amia Rai 2020 PoTindwises Jens Rftao�w Hant-Didie I - CER hilarfil-wa. acco - 16-i. WIWI 10?670-ot I-0412023 opg� cw".,r Ei D.- tUlt,#"(i t7ft MAi &*oiIA9.,Y!rr1JoIE*ft6. i Asm-b4'44 k,*WALWqt;9ftrCNJM4%4 cimomptuar- 0641i C'U'lith". Wl* a Ufti -7i1�25/-R,U W Prima o"Hylaill4arm 60g#40% aI 1Z hw� pawa U111 2affi ymmlaffiff-Mama =m701wi r4glsm-Diriewo C.-M'At F-bliffami PAIe LEI cys.2tirsor EI149 RWAYA Ealtat 9 M40* kyr.41 Vey Gri c s,l Ow 04ti4rim1 Y. Y- Y- WK March 6, 2023 AL "0 a - a As required by Florida Statute 553.E,42 and Florida Administrative Code 9B-72, please proAde 1he Iryform,ation and approval numbers on the building components listed belO)A/ �f they will be utilized on the construction project for which you are applying fbr a I ---- I 'Category/Subcategory , � 77 -__ - -----.----.--- I f � I -- -- ---- — --- ---- - -- -- --- - - � ...---­------­. ---- ....­.---- ---- Ma nufa ctu rer I Product Description ��Approval ­ ­ ----- ------ ­- I ­ I--- ----­..--­-- Number(s) ,' ­� - -- . 5 r . i ; Test Pressures . r _ lgm= I i � 1. EXTERIO R DOORS - -- - ------- ----1, = -- - 0 I 11 ��� - ----- I A . SWINGING L= �i I ibe r-C I as si c a nd S m oot h-Star (NO N-IM PA CT) I rr 1 +67�01-6740-psf-], E - i I 1 11 IBM= I �t� iFiber-Classic and Smooth -Star (IMPACT) - 12 I 2: I--- - -- - . +67.01-67.0 psf IMIK.&I 91 M-7Fiber-Classic and Smooth-Star+80.0/-80.0 psf , INNAM 1 29WRIM8,11 - ------.----- i L - - . MI W.ndows and Doors . - --- ­ -- --- --- - - -�i - ­.- --- :L .F FL15332- FL15332.5 17' 1 — I I- - --- ---- - — -- ---- +40.0/-40.0 pscamlm R _ ; — ---,----- - -- ! �PGT enes 70 - I I i INOA 21-0205II03 1, :1 i E ! i +38.71'-38.7 psf i I K, i Ill , i � Pella Corporation -- -- I ---- - ------- --- - ; tel I 101 IN III im-����� I ------ --� -- -- LTAUffaM�11111111111111111111111 Series 8000/81 00/8200 #1 105 (8X,7) ----- UARI"YXII *- :1 r i- —­= I I +31,01-35,0 psf I I ­�-­.----­­---- - - ---------- -- -- ----- .- vi� W0.1i 0 i Series 8000i8100 8200 #1 123 k1 6X7) -- UIR10MIZ3.31 ! I 7- -- - - - ----- i +30.0/-33.5 psf L� = —­­----­­-.-------­-- . 713F Wayre-Oalton --- ------- -. Series 8000-1810018200 #1 124 (16X71 - � I ------ . L a p F 'V� � -+34.41-383 - ---- -- � �! - -- I I 1141:431M i --- - -- --- --- --- I '607.707.727,747,and 847 Singi & Pairs of Doors Curries DiAsion of AADG, ,Inc - - I- - -­­ ­.- - ---- 1241 --:� r (see inst sht� - - - 11 I - FIEW1121 I I ■i 0��M - A. SINGLE HUNG I MI W-'ndows and Doors i -- i i +60.0/-60.0 psf 1 - 11 M - -- ��[Serles 5500 ---- -- --------- ----- ­-- , ----- ----,- --- --- 12 I ------����Km- =4= i Pella Corporation Fr- M-ml, . -- -- --- - I +35.0/451.0 psf - M � 1 I.----- ­-­--­ - ----6 F +60. /�0�0 .. � -------- ­­.­-­ -"--■ --- - ---- --- - I iB. HORIZONTAL SLIDER — - -;�--------- --­­­.­-- ---------i - - -- � MI W,ndows and Doors i ---- - - ------ Ill :: F---­-­"­­"­­­­ ---- ­1 . 3 . +55.0/-55.0 psf I- i I WA M-WeII -I: - -- --- - - Pella Corporation Serles 10120 -- - - : 1241:111--li, 1 i +30.0/-30�0 psf I 1WWAWACOM - - - - --- �-i Pella Corporation !,Series 10 Slicling Window i. -- ­ ­ - � ­1 - I - ����� -- 11 :1 � 11 �­-------------- --- --��n .­­­ . M: W"ndows and Doors ,, Series, 185 III I I 1:10M -- "Sedies 5520 11 r W, I -.-- ­-­­ - ,------ -- --,----- -----,-- Pella Corporation �i Series 10/20 - E; I — . +50.0/-50.0 I -Ppsf�j - I I -il--- --- ---- I Pella Corporation Series Flange Fixed -- 11 . I -1 I §�=Iw I; I eries 576. . MI W I ndows and Doors 4 -- - ------ - - ­­­­ ----­--- 621%, 1111 I ---=��� A =111111 I - I I : - - � 'Series 5500 . _�� ---- - — -------- ­­­ --.------.- --- I I Ill lml�l��������l��l�l�� ��� - - - --- - --- - -- - - � - - - - ���� = --��l---�-.-..��.�.---..----�--.---.,.� I 3. PANELWALL II ­ I -­- - - - 1=1111 ---- I --------------- 115 iv?= im - James Hardie Building Prod._____ J F-IMAU42--to�F,tg"r.mtm-:2 M.I.M -o,w-iritll[B-FL13-192.1912.2 . I- -- — . and Vented Vinyl Soffit 1 - - - --- FL152721 - FL!15272.2 1 i r I i: --- - - - 11 I i +75.0/-75�0 psf An I : I . I = I ­­- .----- �� �­­­- KARITIMAIMIM11111ti Solid and Vented Aluminum Soffit 1194 WEEN - ----------20if` +54.1454 I � - - -- - -- I --- -- -- I I-- 11111111113#73 I I IfTELT&I BTITA Pw = ��������������������������������������� � - I — I Tab, Dimensional- ------ --- ---- - ---- ---- 111=14K.-i EVALIEM I :B. UNDERLAYMENTS , I I Tamko (for Shingle Roof) ­-J1151b Felt Undedayment : ----.--- -... ---.-.--.--. - - - -- -- ....-.. -- ---- ------- 1- rbo rLYSTICK TU Iiiiiii -Iyglass USA, Inc. (fr7ile R11 I DO- ­— -- --- I C:- : I . ROOFING FSTENERS I A - ----- - -- - -- - ���� ��� I I II --�---.--J..-.. i ------- — --- -- ;I . ­ i:-...-.--.--------.--..-..-----..--..-.-.- ----.----...--..-.-.----.--.------ -­----­­- ��I o------ -,4 ' i .D­...-­R­-­--O­­ --.----.---.--O--...�.- - --------.--.--- I Florida Metal Products. Inc.----JVM1I1WA1 - 10111RA -­ .-- I Lomanco, Inc i" DA-4 Exahust Vent '194 I - — : i � 9 2 IIII E +97.51-97.5 psf E - . I IM ------- ------- -------- -------- E. ROOFING TILES . -- ­­- -- -- - 1.7, M. slim -=Mlm• - -- ---- - - - -- - - -------, --- ­-------- -------- FL7849,27 - FL7849.2-81���� I FM I - - - -- -- FL7849.16 - FL7849i20 NYA � F. METAL ROOF -- I I I �DMC 10ONS, DMCsI:50SS. D'MC 175S, DMC i I I I i i �Drexel Metals, In00S DMC 5V - I I I !11 :11�111111111111111111 =I ---- - M " - - ---- A, STORM PANELS — - 11-- ---- ---- - - - --- ---- - --- iGlobel Protection Products Galvanized Steel Storm Panels I I —�- ----.---.- - FL15076.1 - FL15076.2 1� — ------ -------,. -.---.- - . --------.. —...-.-.--....---�.-----....---.... i - --­-� �­�­­ ---- --- --- i ----- All Arnefican Shutters & Glass i. Galvanized Steel Storm Panels .-.----- -- ---- --------.--..-.--- --- - . 0 2 0 0 - --- --- -- - - - - -- -- -- zq- --=-- ---- -- --- - -- I --- I - - - COMPONEIllNTS - -- - ------- A, WOOAll D CONNECTORS/ -0SP Structural ANCHORS r_M1;11B&2UW.`%1- - I - I � ,ITW Building ComponentsAlpine Truss Plates - - -- ----- ---- -----7F I-1 9. 1 - F Ll 999.4 ' ------- ---- A I I I I :C. ENGINEERED LUMBER Weyerhaeuser '�Rim Board, LVI PSL, LSL FL65271 - FL6527.5 i 11111i'1919 I I am & T.Alk FIVAIL I I � j: 1 Ct-"--i Corp. 1 High Strength Concrete Lintels asI ------..- I NOA 20-06,30.15 3 . i i __­� - -ME W - F-- -- - -- -- Commercial Concrete Products, lnc.LHig'h Strength Concrete Lintels I---- --- - 111 A M , --- — -- = - - �-- - --- . T I he products listed below did not dem onstrate product approval at plan review, 1 understand that at the time of inspection of these products.. the folloikMng infbrmation must be a\rallable to the inspector on the jobsite; 1) copy of the product approval, 2) � riondA Dern�--1 of Oir;srips, I P,r)(r,,v,i5Icir)cil,��r,ulatin,i i"rg-, ­9 � I t Bullicilrig, codli anol srtlarvk3rds 14,'.4,22 I Product Approval Applications retail --- � I r ri'W"W70:1N. r " I - ­q4i� -�i�rsii �Plly R& 22ta Wr� PVT11 I I n P.M ! 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RCCO CER M1kn&DRd.9rCC-VkL 1 IX15 m2llv I I AWON 11011,111211 POP'Ned ReftWo 1ROW W Alndws and Dows we'roduo., Ar,niicaft kewoolow *4"A 9 ),ld'- FE 70f=�,07)5 I Man= IWISTI'ilij� �V,p,��-1 I 1-;1.1 � 021 ' .�! -�Ij­l lilr �­ al,A[��n- ,,­'.­�',.&,,� SR1111,r11 K LWM 1'1� I I 4�1-ai,1)71 I I 12"'WU I p r2 , 1.1n � r, .,r �Ipplli,111 C, $vb0aligiew 4hroang WoOcir Ckrof AlwpomUnns Vaesceiaray'dnihofsheirUTC0 Cat"OW. % Mn d-S � Va[ i �) 4A,r,0 f 0 r3 �711rrlj I'll- 21%10 C'Ve,ow, Vnidaws 611 �11 Sol-y3ao PAsiLr%uh,vO% Assw�yl� 0 11� 3T U1464 I caeo,xv, ""',T'd!n'(, I .1 � 7� as I Mans iA-,W,L-E As.-Oj- 1:1 11 �1, jP7Z,V%4 C.- Compliance Method 5-maklation Frupartirorn a in aubcat4gray landc Hong moniva;aRnowsa" 0 Ilub4at-iolv: Hanzorulader bAtvoap�olhnd- ; 5�ociwj�ry- Z�---d -111,,�4��-J-- � Flonda Regruenid! Architect or a ticerialld Florida Dimliall- 21.1hisid- C.1flurt. M.* or Likino Ral Ciinnipasism geffio& Cardfihk�on WArk a, Leung � -- ;pli�,,r..',I.-,-tL��,t:,YV�-V.-�IL:I- W -1-3 0 -0 -0 Protessmonal RiVins" I = C) -2 - - FLXZWI�37 Produds FusoillArm fIi#j2W_dig =ljcts 1 F �W, tm ',-� : I P, �14.�, K ii %-. I-- (D Q&ik-kQm= Alletaing-ruLvAl hztluaid.L"a Haack 22.9gla, ArRillmAinaluarl, Aw-wiffialfm AWroWCa.lIK immi ��`KT�: i 2URLLLk&1.ULULxZ &AW4oUW-kUr dgWLU&tU.1ff-UVJ! LWV4 DuA�W gagillijanumalie A119=11119CL&S 612MMEZU Jose, 991W Al" PLWALK9ALI�Arkm-XAM rTatmukliogLw Q lawasIMLOU Uhm 2"*Ava flegaillact buisala 121A Bralawal assic Niallise W falls RMW awslig &gAi2LEamwial-e�u Ah&L Qwmotwg fluituant R,�--1�1 i - "r4A K �W-,!-W-- �VV.rV-NA� -Ijqft�Asalnpav -1�khrij-., t-luilkAhia"t lillnVrIz Zdrlr�VlM ffirikn-_A� ft�sjuh.-,- :�- �� - 1� � , = 0 - -, . �E�V I - 1-- -,11 = . - S-As Product Model. Number or Name larciduct Description Contract Expiration Date In HVW Outside HVHZ mseekstaill Fressure 2 Ste.5W ( La W Viesot kr� pa cl r YN sogh� Kirglsando� 1rrrW*o2$ Y.s yi,r Wlk i HS1011-Will-Wr- 7!�x� f-kii,j Gl.- 02�W-24-24 " V-� No I � � N �s - -'!-�,-- -- rjj,Y11- � D-L - ! - - � ("It (Z) 1 kj-- M I aL Thenne-7fu Fiber-alassic and Se octl -Sbur Nominal U0311.8 Squot'Non4misact8cIvok Opaque 12/3112= N. Y11 No NIA (�ompoiiita Edge Fftrg lam Single Dow i CZ (D > Uneyiinaloutiaoina� X oonflinVraticirl, 0 �2 I, 7 Vainnei, You Fralr-Classio and Srnw.A�Strlr Nunilral 6039to &clAR�NQn-1fjpaoAquQr Opeclum lml= no Yea N, NIA I `��r - E a) 0 Comrinsits Fd" Fiosaglass Sirgle Dooewth U- Sidellih(s) (lnswrKyOutaiiiing, XO. OX Or OXO I � a) tZ oarif'surtik ... ) . I . U) (j) "o a 0- i — CU <-) 3 c. 7herme-7ru liber.Clossicand Snsooth4lksar NorrinialtilsOW,111 UpiceNcii-Ift"clit,quot; Opaque 12(3v= No yes, No NIA i = cv, i Fiberglass, C"Pothe, Edge r�)Wbib Door am ce = < VotiVolut "Wit" �4%imrqr'Quilamng: xxor QXX0 I i 1-- -= . C/) E. configumsorls) I 4 i Theirria-Tru Fiber-Chis= -and Srwridh�Stssr Nomiral 7W3kO squat, Non-] rVe.18cauct Oplarift 1=11= No Yes No WA. i I r-amposire Edge Fibergiam Single Dow ! tininsinycaunnaing; X carrouration) I No Y�� W� NIA . ! I 5 a Thenym,Tnu Filbor-Claisaic and Srnookh�&w Nominal 7ar,P, 0 SquorNon-ImpseAquar; OpatiUb 1 zn`11120;�2 � t , I ownposiltis Etige FibealaVio Single cioor Wth � I i Siftlwti) (naVAndlowtswisir KO, OX 0, OX0 I i I configurations) I � 6 I Thernra-Tru Rter-Classic " SrnOo1n,,5'w Nominal 8&9�9:0 &qu9?4ii-1mpad1&qra:l:� Opaque 121W=22 No y- M N(A Florida Departnisini of Business & Professional Regulation F.9, I an f Ro4da Department of Business & Professional Regulavoin ". �- " i Horde 0-epa-rtweit or Sas:nAss & PT-Tessli Re-9LILIZICir. F�- i �� i I Composita Edge R"Isa& Single Door Build ig Cudes and Manda fds W.--1 Hudding Codes vad Standards- � ,171-1 I Rri dliraq- Q-1 d(,�f, arJ G,rardo icir tr1r- oneremaloulawerw X otrAwatronr � 7 ii. 7awarro-Tiv rpos-Clatiliz and %ivath-ftr Nominal 88i 44"1't�Dq-�mp,odaq�ugt,c;pmqLlt I 1131 [W-- No Ym P40 NO, i Ow,poorlse Edge FUrlilwas Single Door Vets Product.ripproval Apirfication Detail Product A pproVal Applit ation Detail � I Froduct Aprnnlva I Application Detail sidefita(ai rmiir4%lOuRsY4n9;)a), Oxor OXO I confignirati.nni) - - - =- - -- . .... , .. 1. 11 I I 11 -- - - - --- � - I �. - - . - I - - � - . . - I - ,- . I �. I - - , , I I � - - ---- - - .. - .11 . I - I -- -- I . - - , - - , 1, � I � I - 11 - a Is. Then�Tru Fibeir-Clasurc and Sri=tth-Star - 1. I . , I - I I r Alas"422H . - - � r � � . � � I - -�=M i , I 11 - I I , I - . - . --- --- . - � N=nW 89#39;0&quotNon4mpacl&quo� Opaque 12alr= Ric, V-6 Tuo, WA, AA&M ; �- � - - �� � ... �. , � , � ... : I , � - .. - � - Z . , � , � - - . I � . - - - - -- - - r . r , - --- 1 11 I . - , . . - - - , I 11 11 i L C"POWA, Edge R"VINU Ddulilb DOW VA01 Or - ---- - -1-- - --- - � - � � 11 I I .- I � Ir -1 -. ---- -, I . - --- - - -- - - L - - - - - - I - - - - � - -- - --- - I - . r- - � --- I - - , - ---- . --- � atflo'." Siftneas �QowfiVsroutsm M T, 'W� IF. � Qft gal-i4la: 1219 au U$Lt2ml*= 212 Rapid livaly.A I r I alli-M , )r ,� . �V'Nr , [�, j 2& alle RdLEmdm .1111110 � -W 211 axtL QS�-�,,�nlq Dam- Wrapiarrons) milat versions agaijlishiror lannia maegrar 2% Wcanswri yalgailo &AHAD FOCAmu2sal W30-124 a" Z= 1U.-IlL maoicadissi !�griuiiii ladam 1 6ilzilliall: yAkwild RK iL�� 24mi2d Eul"-" &&W�, 'Laitir � ita V..'l,"n -A'--ra, ri,,�T ��r,�.LA ;PAlr_N-__-LL---L� �-�,J-bja!±Ai %olli-4-o. �1iltmIJI't'r ; 0C Aamni Apa� 213--- I 'c' R*.- ?0� :��, �,L,. �- -n Q L Thearna-Tru Piber,Classar; arid Smoodi-Saur Nominal WOU &quutt4dn-1mpia:t3quc*, ','lazed ivlill_r� No Yn NO NiA Adfilhaeft 20,10 PoT flidushrift Jens R.%OW%1W PA.; ,Qaft 6CC0- CER .44-0adt aLCO � VAL li,05mx i$,e�-J20 11mir&- AW-11d - RX lWd�v. rd a=% �tnl Els,O;- 1- A L-. �- st��. U Usich. pr !iVGfa`2D20 1 =61-1 om iz,11112O20 12h5&, --1 � �, �-j ,-J-:� ��2 -Ir' F�--P. P�.,--�5xE-:!.)� - , ?A.r'.-�I� -Z� � �- li'll'- , t­` -,jf --� ,,!11"L, -� Composite, Edge FibergW- Sing I& Door Csteqesy� Wnd- (941�4-36-010D (7" 115-2590 C.t.g.'r us"do- -717) 36L�33= RE-521,14 ffl-fW-W4 I 1-911r, ".11111-1- �,�41 � A 11�61r i 31 t� � 7,11: 1� I �1� &91� 5 � , � k-i _j I Onswrok)UMMira XoTifivinatiDD) laubCatagiifr, FlUd Iro&oi;nRl90poflrdnadesx stilic-legur &AVIi os0ii19"QinWcC,*n% I FL:hC-Q,,y- 'Wlz�- ji r, �oi�,��i�.�,:,,,,Y,n��,iskr,i�,,, a 10 I, Tfiarnia,Tfts Flhair.Caamaria Shrsocle.-Star Norninel s&932;8 liquintWorwrnpaclaquot; Glazed 1151 M-22 il;o yes NO NiA cQ,.Pflrs%* lansishea: cw1loatler r" . U0,9 OM CompkUsn" mwalHk F"okOW, ROWIT'Inn a i C.1TP1111r-W41n-d' C0rhr--1'1N M.fl� N I 1.11r; ".11 I Compcorra Edge Fibegmas Scng�a Doof with r] .k1a Rr,ridine d W*r�e� . v Li - -4 F,1�6,a, ; 1111111111111111111111111111111111111111 � Sadelltats) tl nsWAgrXdsyAn9-, X0 OX a OXO I W10113rm It - P,ofirtt,-M F,iai�eft i DANI-V� M�av-(.� confisguraniviat ousailly Usisas" 6alo&aVj!2Luua Aoivatiliagj� ft JmVW uwm ! Qial XA1WlZ.--W �Aff-11MR91--VA AZJ-1�212-11-Ulil lulp--- 1�%=! 11 ar Thenna-Tru Fiber-Clanisio and Sirricati4aar Norrinal 63":8 &qrtort�, ImpW,s&qum Glazed i2r,3VQ1M 1-49 Yes No HFA EL11:111JIU222adualL Ourripciark, Edge Fiber;aaws, Double Door wth or ftA lantilluln medit Hitiallim Or HIM Product Ca"inlodor Conarac, Eiisirration DAP Wr PEAK Wa* H Rissistard Pjaswrt i gi" a:aZf i N 14yi -40frA. V.lkiav ?i:Vtqx1Q1f111V1!L i'1-11�`Vyoll I t 9 F V � 1: � e I � VZA-2 S, M ��x U141VIR �� Flsla&A P WtIVull -1Rdaj"& (1nsw1ra1GUnhiAMO:,Xx.r QXX0 6 PV"WO jbirr MIRRIse Impact) 10hal' Fk.d 6Urd- Irim"not y- Y., vao rhA g"Ityalisilum AMBEtagiazA Aoxtimg-tmaa 0= rzw�-, I ',�Av � k, 11E 1)�, 11� d Yqj-�r- � Vui-irljo 1401� 1 !� 1�1� 1 , tionrgurztons) I I Dag mduse does Alunius W rism R acesi lassubust, 2gilirml9miuli ide III �W. Quialdis = luslagaid aw'-� �,4 ! I 01� 1�6:Nu,lr- 'T��y ioo� Y";� 11 1.11A 12 L therino-Tril Ftbar-Cirsuicand Smooth-itac Nominal 1039;0 &qui:itNo�ftp&1Sqky.t Glazed 12lair,W12 No Y" r1lo HIA I �V 5t Vernrai Nur-u,, NON- I Ml rW24 No yes, Yes il, 4 i Z : Compos5lite Edge Fibargina* Single Door *WiaAVOWtPU,Wg: X cionfigumilioni i 13 .. 7berma-Tni Fbe,Oaspiacard Srisciath-aa, Ncarrinal 7&VA:0 iq.okN-lmpacI8q--,k Getisd 12131,120W No y- No MiA Gurposk- Edge Filhinglaft Single Door %ft I 111111111111111111111111111111111 SW el 0 a (S) Tj nweiroxxt5vang; xr-1, ox or Ox 0 ovollauraliviiii) --- 1 14 A. TbomwTra t1bar�Cloasse sod Srnisoth�Sagr Norih*4 a&#3B:O &q."ar,lRrp*:Jaqnx� GiMuled 1201121= No Yft M WA I Cornisralla Edge, Flberitisais Sing Is Door I fininismWOhnsheing; X conulluseliany I 10 o, Thenr�Tru Fibee-Camisic and Sniouth-aar Nominal cam�o &qWtNon4moQct&qoQ� owed 12ml=-, NO ya� NO Nell, I Cornpicift Edge Fiberglass Single Door %0th Z Sidelres(si 0 rramiglCumpAma. M, �OX � 0XO � 1`11104J'a 0Gp*'tn10h! CLf 1324-1illOSS & Pf--!03sj0nal,R0gL!jZ0O0r configiuraturs) Morlda DepartinienT of Business & Professional Regulation P--F I of 1 Flondis Department of Business & Profassionali Regulation 1�,,i � a- i � F-�- 3 's, I Is p. 7hem�Tru Fiber-Classoc and Smoollh-star Nominal e4A39;0 llquotlrIorl-mip uOt Glazed 121151r= No Iroa No NVA Building Codes and Standlinds IN2ZO BuPding Codas and Standards 11��,�, I Bu: dt W� Cc d, s, ird Star d a rds aA�rl-_ E 0 M Ciamposalia Edge I'llserillass Double Door vLft or I 0 E E vA-W SAdel ites, 0 n sm rWQ ut5m ns; M a r OXX0 I E E E ounfighranorna) Product Approval Application Detail Firodract Approval Application Detail rooductAppiwal Appircation Detail 17 or Their-w7ru Fiter-Classac and Smooth -Star Norn6W 6809:8 ftuatNon-unipsicit5quot Opaque llmll= NO yos NO NA � I - - - - - � I - 11 - - -- � � I ­ - 11 - I - - 11 - I i . 1- . -- � - ''. � - - - --.- ,- - - , - - ------- ­­ � ---------­----- - ­ - - 1­.1- - - -- -- -- -- � - , , - - - I I , - � jll � � - - I . -i., � , . I , . - � I 11 .11 - . 1, -- � �. - I - -- - . - " - �. - -I � .. , ��,'4 , � � � I - I , r - � , � - -- - I . �. I � - 'L � � , . , .1 � . I - I I I . . . .1 - :. I : il;lii�a � � I � 1. .. , .1 r - . I . - I I - I �... I ---- - - 11 1 - . I - I -- I 11 - I - - ... : ... i MT-X44(13 W Composils-, Edge Fils"lia-ma Vmg* Door 'Atis . - - - -.- I � I.. I . I I . - I I -- .1 - I - - Akaba . - � - . - , - �� : I - 11 I I - 1-:- ---- .. , - - - -- r - I .11 - � - I �� � 1, - - - I I - , - �. - - , I - -- - -, --- � , - 1, -- - - , , - . , , - I - ., ­- - - - �- .:: � - , - - , - , , I , , � -- .. - - . � � - - I I I - � I . - - I j��- --�,- I - - ., - '�� � �, . � � -. � - - -' ' -'! "- �- � ..." Transom jInswnglOulaimpg, = configunation) I � ---- - - - - � - - , I I I -- I - -- - ­ , ----- . , - ,. I - -�-- I ��-- - -­ I � I �, - �.111��,�' " I is r Therma-Tru Fibar-Olairao aind Smouth-Star Norinnall U00:8 ii,quottro�Mpact8quor Opaque 12W.01.13" No. ye'a No NhA� Sao Why Or QKk A" ItItft"ift RM 54k ffm 2111 M ligg lismallras N2 Q142 ksisn � R&S 04, tortrp PWI 14-1 CorapatuatEdgm Fibeingla" SinliVa Dpeaoth vaticalig ihmow M agam-A Anglian son I= VACOO Migailleasums QDOA Vasakiia., & ilgagass gKt"ttIL& kdiddw &Ua" calu Ape -al AR91:21nd u2ahi. 1 fudiHiteari and Toanso. (Ift-VO.tsvirig: OIXO, zon x2alau gamostwx 20AM suraduniaugaillit xagmg& I 2�sx .WILIW. !99=T K�l ss"Clot iapslcla.�1110 �UUdEul �dlullrai 461kalkalt 'An,Vari2M Aumuadui 2aka MX or6iom coreigursivansl . nvai�o 2= �Ario �sardkt stalkiloo Ftoilms* hn�, Chad evi*14 V-4,4W,T.R, Alm Southard, P, E OU0512M Q14,102D olklda,0021 dOM ABC AW�, �-WDM 20W Aiinde jjlik TLhann�_ undoriF�Scarna,P.P- AV. , long, P,E� 02M WW1 07-115=21 BZIW2021 : U,sa3ria-,41 �_P--1 i I�K-�11 �%�n G -- 14;r�0*41�h R�t.otl-,,InOii '10,n V�, Kria:*VO, F�� 12i� 9,212'� 1 �'. , 1 -�-'3 - I 2 �W - �� C:��2�1 �,T-j 19 a Thermss-Tru F ber-CIM. and Smoili Nominal SWW,8 &qu*t;KA-lmpiRWAuoz CpAtift, 121311= No Yee t�b WA Cataiiary: Parad Was fW971 k"350 pe'toll., WZ) W-2WIS cat"cas P" v vrslu� lMQ)%27-z`rd9 FE-43409 (6131797-6554 i �-3-f ,1- tw�-,E�-24 V PE-S-jl� ('11-� M-- Componlre Edge Fiberglosir Singre Docir,witsi suascregarr. Slano chad.dkr�aeoanratslirrd subcd.slair. soiliur rth-osor(I.I.W. - � SA.C..Q-, 45prqt 51-0� ,-,A@'�,f - . Sidesk , -04 4-i-A-gao-haiiins, )*. Ox Or Caro compalwor "h&* Eralwao" Rq= Irma - C..plw4amomm! E0.afl- Rep." ".. i Cwp hanve 4' 1-mod: 'E,n�jv:m Rep,l fr�rn a cafthnuouir Head and GO ourAguralow4 lr�aidra Rsquared Ans�lwr or a Uksnva� Read. ,Ftoi4. R.!&W.d Ar,Who,� or A LJ-- � FN 6r. i �,�l,,:I�,14,��l�15;�u,'�l,�NOII���:t�� � Llq�T,ris!:PF14- 20 t 7riermt-Tris F1 bair-Carsisic and Sefteell,-SW Norl"I ROWGRO Mlidtlairri-janpaidlizialot Clailipsia l2r3112022 No lom T'lo �oA privelskonal Eingm-W Fmfirns�ai ER01-1 i r-,---�-'E---F Ctimposdai�000 Ribervisma Doer v�" i I SicWW,i�ifirmwnoOLft�mrkg�;%OOXw()XO MIM91111fteadE FL*152?2-%&Plqducw F�MAB-RI'13 conbnuo� HOW Wid SO vordlannabosmi) ! � 21 ti� Thsu�Tru FW�Clshajilc and Sasoon-Staf Nowhisi 6993%8 ftacktAia-Impactliquot Glazed I ZI-ii 12M No Yea 140 lqA glailly 611101100a NalilstiaMusa Amno M Mal wmw 2bilic ellaith &WE Atuant"M Me& Aligodual fZ Use, Waltz i 1p�V:Aalorewransrr- &P,�ad-rrl3�R,r 'API I �l�! ", V,1-'-,,A 1�, hl'A'� �Pii-srtl, COMPOW110 E"O FitannODS81striaA DDOF YAM Is 9140dur lsurh�Wdr Qr Marna Pyoftlta Dusallak Contract EKW%tiol P,.diot ft-lil!, C. Rose �VKZ 1.2tri Alaw Possma a"_ Iftualag 9-�-ffm Kesterson "mang im*_ ftall-Lkilm-Wl0alareL�- -,k.d r.rkau.ni�ig. I Z 2& &92L--a td� I iW 4U.2"ij Narmi-d.l MW q, mg Fj "19.94i[UARU", Q.1"VtAdlgl4iAU2eU WIM11 20"WILM9 - WE&- - Savilialo qnswAiswoutimsev; YX�, Ox An OX0 I cariediiak L.P!�kdr�& ih-ev-Ak Dop.idi,g 12m),023 Y. '11pi KOA rVA I a. V'�V,v�lt&wt So* vemkornaldvinvaars $ " r"02 3 040 yes No 4A 1 1 f�AE Aq,�,a� 11 �,�! $ ii og - k- u x ri �� P,'�' t 1,�,ri 4�'� I�,' 1�.fgi"J:,4,1)1. V,0 'j_1,0 '�,­,­,J, ,� t�t ,1,0 ��1160W.�� N, I, 1,11'r Wl� �jj,,. Continuous Head and Sm'-witArataxis) 2 H.a,Pkira� Len alone br-ce-ti.p.kirs 12nimli Via Y.. IRA IVA . 2 or &tNiz,*J.� T";04g --,Ois veni or see vaial seat i =11207D fft yes No �,,�'A � i�!-k`-- j',�­'jg. .-�­ ­­ . 22 , T*"-Tru Flarr-ClazifivandSmuoth-Shin Nominal V�M, 0 UwtNus-impasigiouiRt Glared 12/31102322 No ye, No WA 3 t. &OROnGNOMIRFIATWOOO &A'd@dtlon) SAIR V"(0,80liavah0som Qrsl.126:7� NO y" NO ,�iA : Compocak Edgic l'ibetall-45ingrz Door -lh 4 a Lwdl�rasquo� son �1 ,Rr Edid ViRVE Sam $ Za T r-11-i 3 is. y- No Ns, i : Sidelkwal OnavAnwoulawarig; XO, Ox a OXO 5 4 1Lq,.t"Ct-..q,-- oakitat'rk. S.fin: vont - W-A WIA aak 1 � 21-31,202 3 111b Y- N. � i Continuous Head aw -SM ainingurabona i 23 w *rhosivaMiri Fibiar.Clasok, and Smodih-Star N o in h i a V 66 4M. 8 &q LKA Won - r nVir li Wal unt Olin qu a j2r3l1Q= No �Ioa ?1-k MIA 8 i,,g��r;,,,O:IAK-'��p,,,�:l�,lii,a� &-,al Vrri or r,d,d',W Sol`* llv3trAwl� 14b Y.r r6 T"A I Compotita Edge Filmiglisee Door Pares; vifth Vented Sidelike(W 11raiasingiOulassing; XY, XM or XXXK I Wrifigurahesia) 24 t ThernwTur Fib@s4:3iaRw wid SmwA-,qtw Nominal OUX0 9quotmor-Impact%ci Opaque 12131r2m No yC-1 1`10 WA --.-----. , � C,om;iasliq Edge riberik" Doo, pariala with Vinited i scWW'si �� rnawnoioueawv� )c� Xxx �)o= i ocartfieumliona) i 25 y. Therm-0-Inns lilbar-Clamiairid Sriocth,,Sliar Nominal 69*ZP8 8,cluotNon-linpidSquot Glared IM1121322 No yet 11b NIA I Pans adelih§(S) (h9VA"Q�OUmQVng; )(K X0(01 )0= Florida Department of Business & Protessionai Regulation paoRi Wi Floods Departartairit of Business & iordassional Rogulaten 11,,, :1 I 1 Honda 1-Y,jw1went of ba�VnLs,;N Fn��s�irnnal Pegu[ohor P-�,�il configundrons) Buildifig C%xN% and -14andards ins'Zorli BlAldiing Codes a-445tandards I 1�.. 1:10 I I Buildmi; Oodia,V ard SmnnCard�� J4",Ln,� 20 Z 7h4sffM-TFU FlbQV-03SSiGaTd SM00th-SIMT Nomiraii b$":O knoikNon-larraclRoucit, Glazed, 12MV2= No Yes V0 WA i. i Composile Edge Fiberglass Dacn Pirriers vAth Vented I Sidelka(g) Vna%d"gFou1sR,.1ng: XX )rAx W XXXX Product Approval A pplicadlon Detall Product Approval Application Daitall i FPwoclud Appro-wal Ar,plicaum Detail "figiumbons) . 1 27 za, Thesnna,Tru Fiber-O�surd Sirsouth-Star Nonnishal W&39., 8 &Qu.tN.n-lmomcMQimt Glazed 12rdirbim No Y� T49 NIA ' ' ' � , 1� 11 1. -11:1 :1 ,� , , 1� , I :, L . ---r - -7 � --- �- - ----- . ,... � - , , 1-1�- -- �, , - , , , . ; � , - - � - ., . ---- - ., --- ,. V -- � �. I . - �: ��:�� I jl�iilffiiiil' : � : ' I � rM�'�'�,,V! j, , _ - � - n 1, - :i: �j �,'_ � - 11 '. " , r, I ', I 1. I � I �P�: �,,�� ,- :- , 1�; � rl,, . , . ,; : � , , ­ - ,� � r , . - - 11 : 11 I � I :�:; , � 11, LL I I � ::Z:, � � I ; If � L 11 1- - -T I I I � � ; - � � , I : - ".. I . -- ��,: - I - - I � - . I I r 1. I r :::: I L.; � 21 � ! � - , -. I � - � - - I 11 ,:: Oumpo*rtv Edge Fi1xi-ORON Singic Dow vOth 3&M,O � I r I .1 ! L - - � - . rr _T� I - T! - - I 111� �, , , � r , ,,r � -- 11 I - -� ��--- = : I :-z 11 I - ::i:: :: ,�i � , L :1� FIF � i �'o t - � :r [L � "� - � �, �� � � . r � :, I 11 L� - ii �r- , , I ::: , , 7 �� , !��::!� �;i: ,]� :�T I I �,� f, I , � - - � �N� � - I I - " I i Hlki �11"lkug:V I - � n � 11� I - - . I Tr� � I _ �­ I - I I : : : - I � Sidelwal� variiiingiOuthroing, )M, OX or OXO : i ,,::::TT:r �'c ":!,::I;:,::: : i �,:, ,!": � �� � , � : :,:i:; 1: 7- , : �, : r �:� 1% r � : j:�: , � : 1 440*: � i� , � � �,:�::�,:: 1 - � -----" - - -1 I � � � I "Whallons) 12ft lt,,W�L% parr 2AL. Me hibilks 221 ;" fridoof "t Date oato Parl a" I ��11&1 --1.Q1L-- .Q1-1 2 �, Da, Emlem Z1.2 25 zb. Tharhus-Irns Fibeir-0swes: and Srnonai-Star Norninat 6&#39.6 Squatillon-ImpsoMquel: Enized l2r31,rAj-- No YOG NO NiA 3112111 yjailijaii majulecksire, Comas ring" lia 1, I.Jcghl. Validated Its vagaild W-lugg FaiihoulaXial An It" TV" V0,000, WaWFAM-W 041140 F:g-w& Lkao,ii& Vaillwey 100-1:9 sulifsAtRa FaCAM10ino AARZ0.1mll a4t� ! .-I. ?A vt,� ?�L m�-�-�L�- cqill� !-, Yin I&II51eAll sil-,%k�g -. � &2��M !UqR� Compoetter G* FiberStaiss Omble Door .0 Ra'A'slee 2D.V TAMK0 rauld)nq Products LLC Karn Co. Rob 11 ffl�mftn Joh A W. l(r-eze,�kb. PL 1O.W"M 091179i"WA lonzq(720 12n5`= A-P--d R.'ehn 2020 L V. Tha-vion- rsc� due T-h-pson Atchiumunal Tony Chsi,uaii- Zachary A Phial Ste-mr Ut Jn�k RE OU1174310 0WICKTOTO OW22rato 1205=:P' 4V:,.",d ! r", Ar - nc, -, � F - �,0 r, �2,1- ��ts ", (iffv�" �,,I,n- � -�,.- p F � ��-�� W t- PF. 1�-r!,�Ial`j 1�`�-�.,�`.,- I 0,04��2D " Z� o-1 C�70 A--`cd U#30 ID sidtilittia, (liuRraraiQ4"Wrig. 0)= WW Correany (TAMCQ. 0213)70-3459 P F, 7402 t 17$n317-34t4 I -,R�.iy: Fq"n�- �,-,�, � I 11 11 3 17,8 AM conligursdian) catagary: Roding r 417) 024 -13544 PE. 4111 dj�4) 7724221, I ,, Z�K'1, -,'M�"64UO �Vll- �t- , "Craaniqr, Urearr.erwril, karr[, ,disrilt-k-, calOWT. oc-elrng tonNarg-hirc�gon'. I -1�1,ji�rl�r��ag�rr, r���-'��"�l�'�������'��lLe�'ll�',Irl� �M d.1r------- PE.13:--7 2D or, ThemmeTru F*w-Olesisicand Smooth�Shsr Nomirmi UM. 0 &quatlism-impaglillasul; Glazed 1213111-= No YOD NQ WA i I � Compoeft Edge Fiberillasa Single Door with 3&439�O Compilanto ansitiogit [�%Rjsufoli ReW troni & SubCaRnamin Rcoll" Arviaviiiies that we an i : -4 �11 r-11111 I-F �� -1-M I " 'j,"11- Integral PWI afthe Roolng Sygem � C-�-H- kf4h-�i tlPgL,�- -,1-t r7� � I Seldite(u) Qnsiamwoutawn;)(0, OX a OXO Fludde Registered Airdtiass One U-.W in-ft camiallance, method: Evaluation papian Irm- - ! Prviii-al Ercirear ; �:�;T- `�-�-A��Iljl I - --- F�11- 30 zd. 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Sena-, LLC I., Loor., P E 132K*M21 lWwN20 0zVj4v`jc2j Appica,6 AZ-at� 2020 Alpha Ausilnuff, Int. juer $he Lfti R. Lomas ShAvo ht U11101. RE ii Iff 012VK10 itn6woo llpar,:170 1-�111��1,0� ; 0.140W. Ebudaval camp-ni uis2)&afi4= U.C. C8959W. 51nid " cornponant, � Z51) Az-4,A475 (em) &'a-'sm Gaillcgwy� Pared Whils z i 509-200A P�.25tA :`nl?i 317-6454 i < ti -% Q-7 i %4.F lalliCadirgusir. T.. Pka- iiiiisidimillirrm.carn emn $99-93" SubCatesmir. E.gi-ersdl Lurnbv, RQ1R---l2akl.-@.�,iiiArO subcategraw- scant. 14A.62M.—Abral. = comislarse, mistralad. vainvation Ram ftin a Conliplam,eldethail: E,sludch Rapoaftme -- Coasplainaltilleniad! Fysl�atft ROW tori a � rain ; 0. --j PA'duct emimian eA* Proomot Ewliniftr, rait"y Fl-o R�4W-dAmhlitruer. U m-d Fl-ai ! Z FW21914"llauls EWM�Rjt MM20 PX9rjrVom,fZ-.ia1W � I Quaker ssagessilm Assessulat 1. U. &22wwzzu- bing.it ut2b2c� 4HK2!2U-x-UEH hWUMINAINIL-W MW Rule Els�A, � ! < AW bRIELDWU!im smild Guiallimose. WJIM -A" 2=1 h I. M ZLW6 0 ! Warvaltil a u!" *QdAL N-Aaarla m- BrEziglit Ovigirgiag QMUZA guiuom 23ft Bold" 914- __J I N"Wa is ga. Not "eagas nw MmEdw Plate 12131QU4 Y" YM NrA PUA I bw..N- LIA L.M**d'.*n&R,L-W fW31no" No Y" NIA WA soft Alemill"Oheriot ApprianulhK UH I pl-�L- i � - - 1 M19 EM90 am madver Z !Mae aidua gRiEnausis tamom LWW�Lm bur M 14101114 214WIM tiallit itagulast IL.koi,Vv,� ! Tli - 0- I I% 4 NJ i.. VAIsill, , 1 2 WrV943 16 ga, super haor Wangth Inav, twodo(plide i2012024 Y" y" hAk NA 2 P�-4%m PrU P.WW &,and Wrk- 0-Vt 12als HR Vl" NO, WA I I vi is 1=1=24 Y-- MIA NLA Timli-varand L&L Lawsuied SnAld Ljonbai ,W� I M21A No IV*% NAA WA I Alpha Vitay0man 66ld Nap. rivied,Numirurn Soft Ash aAkxn�wm 8dicl &Rav, vroadAwnuni �rrlsort�3 N. yali No l", I Yin I , Ili a.. be" --dar PIM . C MU &-p; W-d 51111111 CAAU Zam� Wood i 4 MTI$W Is OR. high 54'a"gib "W i;'Ohnedw P4010 iMir-1024 yes YO5, NA NA T. Ran Stand ah"Rill compoeft Warner � - oftniWUMIJ piniflon he yft RUA WA . Deal-, Rim Scard ! . s llir2oilg 20 ga- NOR ifflasho lai- -Odo, Pliflia i2oi�=4 yes T- a NA 5 vik-.�- A- A� 0-ael straw ftami A- 11-.'d C,1131j2= H. Y- NUA WA . SHEET NO, o -FLIS, Wilt la go, man a:rnedor Pates 12131=4 YOO ft� HfA NIA ! 7 TUO, " "s. hara-ri.dorphiles IVW2024 y" Ysz 14A ?CIA, - ; A . i March 6, 2023 1 1 1 i -- --- - ----- -- - — I -------- - PA 1111 (D > = 0 Hl = Simpson Strong -Tie 2020 FBC Approved Products ulp:tueln I7r:xyA_-0 Simpson Strong -Tie 2020 FBC Approved Products Jpoet 0, 11 1 20,112QA, EM= Si ni pson Stroni 2020 FBC Approved Products Updated 11, 'Pxl�'HG Simpson Strong-T11te 2020 FBC Approved Products 0- 0 0 For bli InKs to all 88T Approvals listed bill 9,LLC_K For diii inks 10 all ii approvals Idleol taelal !�LIC ULE-2 For dre(n Inks 10 ON SST approvals firsted betott, i: 0=1 I CC P, it 0 tt l: i I F '5 S T a_�r r 1, t l S1 0 M 0- Mordl-utice County Notice c(Alociflotatudit (NCA1 !9UPS.Ii For trildtforrail Flarriders FAMevolde ProaW. Approifal_8.,'�lem al Manti4)i Cal ti,;** ia.112LZ, FN Mtuml-Thade ISM C�Irty IlW"" of xulnpi i-lix ill.1041 1; _11i (3) A C) -41 Cf) Hl FLOWR7 EL01 944=- FLjdQ1%8p H'JF, i i it I wing P. a va In w dth i p fforn I 'V�` in Fa,,'P�rrip - - = M ' U) C J hiriqlil rall tro�n 4-5,"W' to I " Grinnorilrd filarigrr M Erodug Q=rlpi Sil # Pral Model. Number or &Mia PlgdgZ Qesc�gtion Seq # ProdMt Modi Ng!pk2r or Name Prodlild QMription ve, syDn �L-iJSC� �or models hcv-p writ. eut'sitic or (:5 Trillion Stainless Steel Co norete Mason ry Screw (TT N-SS) 1filit" diameter Trion stainless steel masonrl scew I A21 � A23, A33, A34, A35, A44 Angles, I ET, 8T5 STH BFickTiets glewlel Inzin 3 WICT -2 APMI� APA4. APA8, A-V'A21, APVA4, APVA& C�utdoor Acomrs Angles CNrST12,C1vVRT1[4 C,�M_4�TCIS Caked Shnal lliev�% 'v"ger. i;� *v�il tan mr, f 7.' q- 1. 8 to _"i. 3 APe44, APB44R, APIl AP11365R, APB88, APBWR, APB1 010, Ar -3101 OR, APVB44, Outdoor Accents Post ukises 3 C-S14, CS15, CSIZ, Q-520, CS22 Cumed Sua�ps -, _0 0 LJ_ FLWftn ARVB44R, AfUpTBW. APVSfI APVUBS, APVW&R,,ARV2IOI0, AF,'BlDIDR 4 CSHP 18, CSI Colloid Straps 13 '3'0S Facc.rl i.lFrigera - 0 6 IN 4 APDJT2-A, APDJT2R-4, APDJT2-6, APDJT2R-6. APVDJl APVD. T2R-4, AP%IDJT2-e. Outdoor Accents- Dock Joist Ties 5 CTS218 Compressiont"I'larrisain Strap LL.124, 1-3-25, Fice frQunt hanqw-z' (U C) > ig" Product Model, Ilium bar or Name Product PMdotion APVDJ1l iiii , DSP, SSPI TSP Stud to Plate be Li, � it LIC,2 1:17 raia."Iyl hara _'rg U') -0 E 0 I SD10112DBB Outdoor Accents Connector Sc*evy 5 APHH46, APII APHH61 0, Alar-HOUR Outdoor Accents Heavy Hanger 7 Hill, HI UA, H26A, H3, HIG, H72, H16, H16S. H16-2, H 16-213 Hurricane Tars 16 LU-1 �,e r vs hang-er-, Face,rroiInt lh�wgp­ ivailable, in wr.fih-, lr�ir4ngfrom. I-Wil to 4- U- 2 SD91 12, SDl SDI 0112. SDI i Straing-Drive SD Connector Storew 6 APL4, AFl APTA APTS. APVL4, AP"OL-6- APVT4, APVT8 Outdoor Accents L and T BeamJo-Cwnilumin Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Terfawn S' P"and heights innwg �ram 2," ic, 10 1 -�i` 85" 3 SM 125S, SW21 25S Striong-Drive SD Conneow SS Screw 7 APLII APL1l APUI APLH2e-(, APLHZIO, APLH21OR Outdoor Accents Light Hanger Pr HS24 HurriconeTil M_Q1UaXJ SCIS, -SL� v(r_L[r,i_12-b0$, Iiai Lp 4 SDM7434, SDCF2'25l2,:SDCfl SEYF22700. SDCF22858. SDCF2210141 Strong -Drive $Dl Timber-Cla Scinew 8 BVLZ Bric., Veneer Ledger Cannecror 10 HSS2-SDSI 5, HSS-2-2-SE)FO� HSS2-3-SDS3_ HS&4_SDS3 Heavy SW Shoe MI;_ soms ri�rg�rs Fare-rorp-int narigpir. nvailable In rpnging Itorn U) SDl SDCF22133,4. SDCF27195a, SDCF272358 9 CBT2Z G5T4Z Concealed SeArn Ties I- 11i HST3 III; HST6 Straight Straps 1)g'' andho,;ltintrs rarg Ing ftiorn 6, 16116' Inn 1 1,l t'2". 5 SUICP22434. SDIC-P2251Z SDGF-22514, SDCP22700, SDCP22&58 SDGP22912, Strong-Dirlive SDGP Timber-CP scroll 10 CJT3Z. QI CJT5Z- GJT6Z Concealed Joist Ties 12 HTS16.HI i),H1S24,R1S28,HT63O.HTS30C Heavy Twel Strop 9 Mill)l­12� ii Farre-ril Nal 6 SDCP221100, SDCP221134, SDCP271400 SDHR2740O, SDHR27614, SOHR31400, SDHR31614 Strong-Dinve, SDHR Combo -Head Screw 11 12 DJT14 DS Deck joist Tie Dry Vit"all Stop 13 14 HTSQ16KTZ.HTSQ2OKTZ LFTA Heavy Twill. Strap 14ht Floor Tie Ancil "I.) 51-iR G-A SLIiii 5�', ��s �Ianqers avalaUle ir,'N"&hs rantjvi Irr"ni'l - 7 SDS25112 SD625134, SDS262DO, S0825212, S0625303, SDS25a12, SDS25,111 2, Strong -Drive SINS Heavy-Drul Carrinector Screw Ila FC4� FCO Framing Grps is LSTA9, LSTA12, LSTA15. LSTAIS, LSTA211 LSTii I LSTl Straight Straps SGS25500 SIDS-251i SD525BM 14 PVVANZ Foundation Wall Angles 10 LSTI49, LST173 S"Int Straps 2X tiniti dX rrii on �� or: ate flap pe it� morcpaleai --DS25112SS, SM2520OW, SE)S-25212SE, SIDS25,30i SOS25312SS Striong-Drive SDS Neavy-Duty, Connector SS Screw 16 CAI � GA2 Cusisci Angles " if I.Til ILI I Shull Li "f­ hoil FaC�A rj LIU Pir h5j',ne-13 �W2,iahla' if i Wdil'IS (-�rq,nq Tr6fn 1 91'1 t"' t� 9 9DWil SDWF2M, SOW122724, SOWF'_1726, SDVW2730 Strarg-DriveSDA+ Rolor-to-PloorScraw 16 1 Ill H8, Hill H10S H14. HGAID HurricanoTes IS LTS12, LTS16, LTS18, LTS20 L I lit Twill Sftw 6" and fiaigfl�-, riin,�ing from tro 1 i�lf4` 17 18 HCJTZ H:H4. HH6 Heavy Concealed Joist Tie Heal Hangers 19 20 lill MS-127, MST37, IVII Pol-SrSO, litill WrantutinGirdarTealawn Silrattl Straps FL#11 0007-RO 19 Ill Itz Knee -Brace Stadilil 21 1111 Ml MSTA15 IvISTAIP, M:STA:_1, fitil w-1 Ul MSTA49 Straight Shape Flnyug-1 20 L30, L50, L70, L90 Ang" 22 14STC28, NISTC40, fli��rcrz fill-STCW, MSTC-78 StralightStaps k" P.Mduat XgdaL NUMWLZ.N= Emduct Dowriation. 21 LCE4 Post Cap 23 MSTC482S4 MSTCASM Pre -Bent Straps Produc, hi Wilmlotl Warne Product Qtg5i;righqn I ATR318, ATRIIZ ATR5/8. ATR314 Threaded Rods 22 LS3O.LS5OLS7O,LS0O Skerwable, Angies 24 MSTIX MST136, fill IVIST160, MST172 Straight Straps I EA:rena� harnniw� Til flortye hapgollij In "'al lalp�11111�l l t�j 2L ATU!06, ATU08-2,ATUDIP, ATUDS-1, ATUM-8, ATUD14, ATUD14.2 Alifirittirrilitirt 7ake-Up Devire 23 LSCZ Adiosilable Stair StrIinger Connector 25 MTS12, MTS18, MTS18� MTS120, MTS24C, MT&W, UTS30C i 14lediumlivivintStrain IM' and heights. i lb'to �C' 3 Ef"'J16-2, BPI/2, Bi SP5/i BP518-3� BP3f4, UW4-3, BPRTUD3-4 Bearing Plates 24 LSW25LZ, L S_SJ26RZ LSW28U. LSSJ28RZ, LSSJ21OLZ, LSW21 l�,RZ Fie, id Adjustiable, Jack Hanger 25 NCAWl NCAW2-12, oilf.;A2xil NICA2XIO-16, NCAW2-16 8rdliging D�-FJF iitqmns ��a"ers Top 1, ap, e �1�ngert, in v,'rdtl,n� rianping frorn 7. 4 CNIAl CtW1 f2 CWVJ'8. CNWW4, CWitl 112, CNWil Coupler Nuts 25 I -Si LSSR2.1, LSSII LSSR2.56: LSSR210-2, LSSR410 Fir�d Adjustable- SlopeableirSikirwabIe Han"r 27 RCWB1 2r RMVB14 VM Bracing and:Ia�jlhls faripliniri tilrain Q 114"' flo 24' 15 CTUD55, CTUD555, CTUDS6, CTUD75, CTUD76, CTUD77, CTQCl CTJD88, CTQ097 Coupling Takel Devioe 25 LTP4, LTP5 Tie Mi 255 RPS18, RPS22. RP-S28 Repair Plate Stop U�_-F �eail�t T op n v,'riths i 112y'to CTUDl CTUD99 27 Mill litill 1.1t.267, ML287. ML21 07 Anges N RSP4 Stud to PWI Con nectior arid lieighi ranying 11 7 1 Wiltil 24'r 6 W. W. N5,140 Heavy Hex Nuts 25 MMH8 Roof 'fle-Down W SRI. SII I5P4, SF`9_S4Ua 5'W of pill T ie- 4 Hi- s=�-rle-�, Fopf�lrtqe langers �lva,4acla invWths irstignC ftonn 1-31i4"to J. - 1 IRTUD3, RTUOSS, RTUOA, RTULAS, RTUD5. RTLl RTUD7, RTU08 Ratictieting Take -Up Device Z9 "Mi Hinged Roof Connector all Still SPHIll SPH8 Heavy Stud Plate Tie 5. T a., I d nci�lhfs tonp, a 'to n $�� I Ml` L, 24" 3 TUM, TLID10 Tak"to Defte MMLI-1245, MMIX25-Z MMLIJQU� MPLU29-2, MMI MMLUl P,lN%Ul-.kq,k*ALUQI1 FacirnIAwrit Hangers 32 SSI�5, SS25r SS3, SS45 Still Shoe 5 �',7, �*r las hanp� on, Top Virrigo hargrviro, avaii[rill in wol mirl 9 TUW38 Take-CpWdsher 31 RBC,RBCP y Clips Roof Bounla" 33 STS, ST12, ST18,ST_-, S`7292, Si ST2115. S­2215, ST15215, -.T=4 STB2W Straight Straps a Id ��ej� to URSS 318" Uplift Rod Run Todawn System 32 RST-3 Roal"Tie-Dowin 34 TS20, 71327� TWO. T636, T842, TBAS 78'54L TSU, TRW Tensior Bridging rn'yiJ.iin , a Inlpljpr�� in'onnift's flom 3�61p"" In 7- "'p 1 U nq LI I f2" Up* Rod RunTledornm System 33 RTC227, RTil RTl RTC44 Rigid Tle (",onnitiotrus 15 TWSIO� Will TWIR14 Wall Braclin g 'I j 4: I-'r d leg - lit, to l, 11 - 1,14" to 32" 121 URS5 "" U pift Rod Run Twidawn System 34 M C, STCT, OTC, HTC4 TrussCips 36 1 VGTR.VGTL Vainaill Pri Cinder Tiedawin, -;Idd le larrg�i� r, ­r�tnj fi-m-n3-I 14" t,-- B-7)' " 13 URSO _V4" Uplift Rod Ron Teclown System 35 TJC37,TJC57 71 Jack Clar 37 WS1 00, W6106C, Il 2a, W131 NC, W8141C f/Vias and 111�1�ighl�ni i �'Jiirwj flurr, 8� I i2l'' ki, 28" 36 Z2, Z4, Z44 Pane�srlfferperclrpb GLIV i4nut-'s I r8l and neights tiii 0iniell hoinit Il " to FLMQq4l&§ Q F'-:� ae'-Ies oallgels, tl�3llgis hangill fenglil-'4 from 1 -19115' to FLM 0447-RS 1Y2, §W ftguct N2i fluot ber 2[ Naml Product Desc=ii JW ftgqvii Nqgel, N UM ber or dame Froducl 02Wriffithon lit HCA.S nfqni�Pio 11 S".nddlni in inlidilh5 arignig liorin 5 Ill izj� 8 l 1 OTT2 Hold-down Sea Product Model, Number or Name Product Description I CBH2' VxS-5, CBH23W.63, CI3H2_37xl Concealed hangers and heights rar-Or"q hum 17-1121, to 23, 2 HDC1014, H=Cr22 Hold-down I AHEP Adjuabble Hip�End Connector 2 DU� DHIJ. DH UTF set es hangers Fao--mount L(DIJ, DHU) and top -flange iDHLFrFl hangers Il slii,uils flarl Top fiari hangers i,2�, aflIalIole in "vivlh�' parivin"'I frorn 3.1 W in 8 3 4 HM8, HHDQI I, HHDO14 HOU2, HDU4 HiDli-ill H131-18, I 11 H DUI 4 Hold-down Hold-down 2 3 DSC2R�SOi DSr_2L-SDS1, DSC5R­SI D---SL.SW GBG Drag Strut Connector, Gabe Brace Connector zriailabLe inviiiii ilaringling from 1 -g/18'bo 3-8118" and heiighla ranging Irom 9.113" to 23-15116" WA TV homte,� 'Phn'' andhei0inis iia-gling �rrnnn 7- 1 t,"' ki 32" T cip flarige hangers in wc-hs i from 7.-114" t;- 7- 5 HPA28, HPA35 Straid-style purlin anchor 4 HCPI,81, HCP22, HCP4 Hip Carrier Plaw 3 FIGU3.63-SiDS, HGU525-$Da HGU5,50-SUS, HG[J5,1i HGW�00-_SDS, HGU7r25- Faccirriount hangers 6 LSTHD8, LSTHDGRJ Sitrop-style hold-doivin, '51 11 HHRC42, HHRC42-2 HIfIR091 81, HHI HI-IRC,537i's 12, Heavy Hip to Ridge Coninecricirs SDS, HG1.09-00-SUS pii-r at,.fes hrn�erk -Top nanite, hangeirsovarabl� it -mrIffri uancj[�g from 2­'16 h: 7 MASA. MASAP Foundettron anchor strap HHRC66 4 FIGUS series hangers Fare -mount hang i available in viI ranging from T­a�,,4` to 7- All 6'' and Ire �)hts i-, nq rig fi �D�, 1 S' 1 20" 8 MPAI32, MPA144 Stop -style purlin anchor 6 HRC1.81, H,RC22 Hip Ridge Connector W andheights rarigng front 5-W16"to 12-7,W', !:4 rlj'�Zli 1:: ;7,lrps har is I ap Iloflin� julist hnu'll>lfs ai'allli��fln i�rll "i'ldiIr5 ranging 'i an i lici 9 FAI 8, PA23, PA28, PA35, PA5 1, PA68 SirapIsityle: purlin anchor 7 LRIJ2W. ll LRU210 LRU212 Rafter Hanger 5 HHGUS 25-SDS, HHGU5.5C-SDS HHGU5.62­SDS, kHGIJ7 WiSIDS HW3LJ7 25-SDS. Faae-mount hang i 10 PA118, PAI23. PAll PA135 Strop-styke purtrn anchor 8 LSU26, LSSUIM LSSU210 LVhttgc�:,eabetSkernabIe IJ Hanger HHGIJ9�00-S',[* I-, ropil'I'l)e haligers lit; l"'If5uhili; 11 STHDIO, STHD10RJ Sir"" hold-duom gi TBEA, TSE6 Truss Bearing Enhancer 6 HHUS26-2 HHLJS-lc'-2. Hl�%(ii HHUS46. HH,USO, HHUSi410, HHUS&S010. Face-irrount hangers LY2'' and neigirl rarigiv�fl 7PId" to 15"' 1-anceak-J 6'Lirge 12 STH014, STHD14RJ StropIs4de hold -dawn 10 TC2A TC26 TC28 Truss C' ll HHUS7.25110 'e�' on ava��Abla- flor almicidnin. ..;v[np -Ah, equal to 5 11 THA29, THA2i3, THA218, THA21&2 THA-222.2, THA41a, THA41B, 1-HAC41a, T III Ad)ustalble Truss Hanger 7 HSUR, HStA. HSURC, HSLA.0 series hangi SkFnrad firce-rroom. hangers available in widths nangring tym-:­ orril Iria nr 2 Q1; I THAC422 T� W'26, T II �'2, THA426I 1113"to 511&'and hall ranging from 4a4i'to 15-3tr- senilit's h'in�'� s T�p fl�in�le rianjler�� �vaiabl*a,n wot'h4 mn� from I 19,116-tc 7 12 THAII 21122, THAJ2,0&22, TH[Ai THA122-2 THA1322, THA1352 HA14-- Adjustable Truss Hanger lSzed for I -Joel Concealed flange veiraton (H51i LISLILCJ available for A lf'I and reigIlts (nngling W, 1:1 THAL422, THARA'2`o Skownd Truss Hanger double A-X arid 4X Model r rintly ac Lda Til is 0011002106 Isi 1� 7' HVi.oll-i slf,ps hArl,_�Ts 7cip II hanyons o�- allabki iin -imdtlhs ial flo�r 1, 7- 14 THJA2i LTHJA20, LIMA Multiple Truss Hangers 8 FITU-4. HTUl HT11.1210, HTl HTIJ28-2, HTI(Y210-2 Face-maunt hangers I i2" F �'� d te jr, hill F� rq ff P 5 IQ '�71 15 THJIM2-4_SDS3, TH,tht2-5-SOSS� Tflill THJU2@-W Multiple Truss �ilanqem. -0 HU, HUC series hanigi Face -mount hangers available in,mcifirs ranging from 14,11 6"'t�n is IT S a,r! i k' s hiangipm Top fipniv)e h9riCil .:lioniill�4.Ile iniihothni 'forn, I -�lillkl.i' to 15 TSER2.24 Truss Spacer -Restraint '12" and heights ranging from 2-7WW 19-11,11" Conoriall far:"- -SiiR" arAhelgrits rargij,e friiin 16- 17 l VPA25, VPl VPA35. VPA4 Variable Pitch Connectors version JHUC) available for ail mcdorl having width eoua[ tr, C- _P3 �il'; eis norge�s -gel 'pl, -, I I he. it) I �s 7ap flo.1 , angerrair, ibip. 15 VTrR 'valley T� u Is i greater than 2-9116' r ang 'ri 7-1,14" 10 HU001-81ig-SDS, HU=.811I­-SDS HL=210i HUCQ2IOl-3LSDS; HUCQ310- Face -mount hangers _X) JM-A 'SefeS k,-I')�.!-_�� 7.-,p in.-Itigp :;11.9", in - _Ui a a e and eig� is SOS, HUM41l H(IC04I'2-SDSt HIUCCA-2." _SDS, HUr-W.25ii LilicQ61.0- to I S-11"c" bL)!J, HL)WIt$12 sub Simpson Strong -Tie 2020 FBC Approved Products uplarted IZ140l Simpson Strong -Tie 2020 FBC Approved Products Updated 1240=0 Simpson Strong -Tie 2020 FBC Approved Products Updated I Simpson Strong -'He 2020 FBC Approved Products '0 Frof all Inkfir tog] SZITtualarovals Isslisd bolval, �L�CXKERE For additional infornfabort regarding Flail Stateriti Product Approval System wd Mom -Dade Cvunty Notiol of Acceptance For dirool lnir� to all SST Wrovalls Isled bel CLigK HER For additional inforril trigardirtiq FWU� Statewide Product Approval S-,Awn add M". -Dade 1-nty Natill of Acceptance For dutiot Inks to al S-13T appreals 110i blilvvi� -' Ll:,'( MM C: =. FQrad ii ApproM Systern and Mariti-Olad* Cotnty Nol of Arcaptarice (NOAil rr&rpm; � __ 0 -�T acf�­,,L Eol� �E� Nrx ad d tioa i��l inil lici i ertg �,illinar Nrxdnil I]?ioe Arde 011plir I ovial Siluriarni ar i r0harry Cip an L-kin in tuak Revilp"t ri lli� Upparrinir iNCI,A, i":1,: i 1:��, J 11: i� i L s Kv v i a W c o M t. ssist. Inc. ed and approved 020 F CC 7th E0100 21 LB series hangers Top flange hargers avaial in vol of I V16' and heights ri FLRI 114W110 -.5 SLU'll Sil-B'till SILEV2,06, SALOV22r. SfWV2_16, Sill-INZ65 SILLIV7,12, SI-EV3 56, SIL SV3 62 VI-Svill, 061 R�, 8V4 �2, SILBW,28, S11 BV5.50 Top Flange Jil Hangers XF �7 ��S�i tt Aahearjtr�rl'�o5 for with tt hr PX2300 ranging from 6-3)8"to. _SLJ-;Iif4L76 l3tirvil:�g4N ill: 11 157 n2L s rI l l� 5? .49 Gill: -Pok R "iVilidgni And T'n I11111 �-ol icroto by Debra Ann' 22 LBAZ sores hangil Top flange hargers available in w0th of 14116" and hagh% Sout Prodim Model, Nurnwr or Name Prod=130WIlption 19 51TT20, SOTT24 5fi-fTT14, Hi HTT5 Holdowns We 1 a r d 7 y pl�e, .2;.-A A r, d 116 -il �_�s st�-E ranging from G-VIO'to 13-1/8" 1 PHLIS210-3, HHUS210-A Joist Hanger 20 WS760, SWST72 Straps 11 a mil (10 Owl 7 TIN i 1-11J T1 M li 7:04 INIG, 71 D-A4�1��!,, 7r-ID I TI-ID CS THT-CS6M T�ien I Heavy Dilt�t M00101'lrr 23 LEC3, LEG5. LEGI series hangers Top flange haingers available in widthisfanging from.S-1/4"to S. 2 HRS6, HR156, HIRS12 Strap Tars 21 SP4 SPO ft d Plate T las V-� a ort b I 'Ant h in ox h "kii d 1 n C & r rna r� t-'.Ur' I alld T ypo SrA a n 5 7/8' and heights ranging from Q` to 33-1 J7' 3 HUOQ21C-2-SDS, HUCQ210-3-SDS, RLICQ310-SCS jost Hanger 1- ss- Dap, -1 SP Stud %its Ties sta:rl s- ! 01 'M0 cuuint&'s�n;f head in oarboir "el wvj 24 fil ME07 sorlies h angerr. Top, flange hangere, available in wdars tainging from 5-14'to S- 4 -1 HG52, Till THGDH2, TH0131-13, THOSH4 Joist Hanger r, 51 C OTC TrussOlip ypt! 3 1 F stall 11! e in a: I 7/ff'and heights ranigIling frann 9` to S2-1 t2" 5 TH301­SDSi:13, THGQ[4_2-9nSl THGOI 5, THAQHI.SDS8 JuirA Hanger 24 TBlir Truss Brace Diagonal T re -, 1,� ") r� -i �i _- i,,,j ple, r rZ,_ Ill I D5 0 �13, 4 RIC ID -l�m_'dpj Rt'i frx co­o�� 2-1 NIT sores hangers Top flange hongm available in Wdthrs nongIV from I -91WIC 5- 6 THGAll THUM-4, THGW4-3, THGWA4 Joist Hanger 7-1 TJQ31 Truss Jack Connector Titit n 1� � LI -n ��_ ;idpu mun! H a rv,7­ (T �I ij i �5 1 E� 5 R H, 44 ILl �,3 j I a-',l T 1, 1, Ii lam HD 7 hreaded RIcA H-ariier far i'.,oricfeb, 118"and helightsmighig from 9�1/4`to 24" TNC,1111212RI j 26 PF, PFB, Pil lial sores hangers Topflange hangers ovailablie in Wdth ofl-WIT'and heights ILI iN�dge- A�� ��A'A� �aF ty,,Iawnry ranging fram3-318'to7-I/V' M 14am 3_%4- R 27 28 FIR M set" hangers Ridge rafter connector Top flange hangers available nwidti ranging from I -Will §g1l &Rdll M2gW. NUmbLgr Wo Prad=QMall 2MAN emgusl MR9111- ftWRh2r_or'UaM2 PmAiii WAriortioa I 110" and 9-Ill 32'. 1 CETAL20 Double Embedded Truss Ancriot 1 CCIOW,62-80SHN3� r-CICIM5�tO-SIDSHDG� CCTQM3a52-SDSG. Masonry Plot caps 2 3 FGTRE FGTRHL, FGTRHR H16, H18S. HI�2. H162S Girder Retrofit Anchor Hurricarl CCT0M4.62-SDl CCTQMS.SQ-S0SG, COD_0M3.82SDSG. CCCOW4�62-Sol Sea i Product M2dol. NuLvi bar or Name "il �XP Pi De�cinptvon AT-Xz Adhaqi,��- ln� FUl 4 HETA12, HETA16, HETA220, HErA24, HETA40 Embecard7rair Anchor 2 K;CLQk13_62G-K1, E1jCLQN[4.S2G-KT, ECCLQII,45.60G�f, ECCI.L0MD3.62G-KT, Masonry Par Caps 2 El,HI PT�HF 6�ooxy Acheswe air r-ssoriy 5 HETAL12, HETAll HEYAL20 Embereed Trl Anchor V;C-LLQML)4.62G-KT LCCLLQMD5­'W-IKT, ECCLRQM03.P.2'G-KT, EUCILRWAL)i 1� r X;F SE'-XIO f­j@�, Sfuer,Olh,_f�a�,,q Adhert?e lu-r masci I Product Model, NuMbetof No ABA", ABA"R. ABA48, ABA46H, ABA05; ABA68R Product DolocMign Adjustable Past Base 6 7 HGAM10. HMQ HHErA16. HHl HHETA24, HHETA40 Woonry tetroluff raoridectors Heavy Ginbeddrid Truss Ann hor 3 KF, ECCLWIMI SM-KT 14311-Hill HGUM5.50, HGU]vl HGUM7 25� HGUW_OC Heavy Masonry Hangi "t 5 mito ni! I, Ii '2r l.lir! li T� P.)� fo as'.nrinr� T i 2 Av-_h�r m r CUnic -��e 2 ABU44; ASU44R, ASU46, ABI-146i ABIJ5_5, ABUM, ABLIP65. Aet El ABU66R, ABLIM, Adjustable Post Base 8 L3T2. LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 1-GUll LGIJMX�3, 1-GUM-284, l_GUM2&-2, LGILlhi LGUM28-4, LGUlvil Masonry Beam Hangers toin HD rfi­-G�Ifil I 'I- i TitertHD ScrPrPrrc1n�I,* for (70ni rl'10118�10' V, X4 3 ABUSSR, ABUl ABU101OR ABI ABU1212R ASW44Z ASW44RZ ABW46Z, ABVII ABWi A131WIl Aliffl Adlustiti Post Base 9 10 LTA2 NETA12, MET.Ali METAIS, META20. full 161ETA40 LaletaiTtoss Anchor Embedded Truss An chor 5 LGUW2110,3� LG'1'rr"-4, ",,'Ulull �51J'Wi LGU101410 USHA3.12/9.25, MBHA3.12flI.25, tMHA3-5617-25, Ml 56i-q-25. MSHAS.5611I_-2-)_ Morsentry Too Flange Beam H angers, ar S16 net hitiao, and'ilestwirill sfe�'I'Wln ciDunflersrj,,ot head. 4 AN, A04R, Ali ACS, Al AC156 Past Cap 11 NSTAM24, MSTAM30, MSTCM40, MSTWOO Strop Tie for Wsorrry MBHA&56f11 88, MEHA35a'14, M6HA3WW18, MSHA35SM8 NIGHA5.601i 7 Tflvi ii Ti, i i l (7 N17) Ti�ani 71jilbri horcoor.ri 1:7[ viagoril", 5 EIC4. BCAS, 5C4R, BOO. B06R, BC$ SCZ2-214. BCS,2-34 posi 12 NTSfl MTSM20, HTSMIl HTSM20 Twst Strap flor Masomy NlBHA5_5Wk. 25, IMBHA5,W)l 1 25, NUF]A5-5Ul 1 884 fill A5 5U,1 4, MBHA5 le CII OW, 084, CB66. CM Et dad Column Base WBHAS.50118 M 7 WSQ44.5DS2, Ca5Q40-SlD52, C5$Q6Q-S0S2, CBS080-SCS2, CS=WSDS2 Embedollod Column Be" NW-1W),ker9i NIBI-11.13.511I 25, M6HV3,9&1 186, K1BHQ,9_W14, M SH103.5610, Masonry Beern Hangers > a CO' 5CO' F-COU Sores Borted cloturnin, caps with W ranging From 3-114i'to 9-1,`7 and WE MEM W*IU3,5&l8, MBpL5.5M_-1 MRHU5.5111111 215, MBHUS-501"I'lZIS; MHUSSOM4, W2 nariging from 3-Wto 7-1111 MISHIJ5 11 W 8. MSHU5 50ti a 9 CCQ­SDS2,5, ECCO-MS-2 15 %ties Screvied caluirino caps with W1 ranging from 3.11W to 9.1Y2" all W2 ranging from 34"" to 7-112" AW 1 ff:Mdtig Modef. liti or flalM2 CTTIZ F_roduSIDesionoon Dul Torsion Tie #10- 153 Srro, ia-0, vp X LFIi Gtifi-rjr:Ling, Tapping 43 ottl Point 10 CPT44Z, CIPTOW, OFTMZ Connicaded Post Tie Base 2 1 HD19 Sell Holdictoyns EL 91 01-k 81 2 X� I) l 11 �$T =ilr XLQ' 14B1224-2K Wl2-24Sfrorg-0Xi,eX[ Sci Dill P,�Jnt Lsrge FlexWabeiHe�A 11 12 EPB"A, EPS44, EPB46, EPS66 SPS4Z Embedded Past Base Embedded Post Base 3 4 HOW, HD5B, HD76. I TnT4, RTTS, HTT5,V4 Baked Hooldicivir-s Tension -lies ertill R2§q_ripJJ*n XVC�! 14S11--24, XMQ'I 14F1.27,4 2K with and 912�24 W NriAwil Hloid 0 13 LO1344, LCW6 Emauddito Column Sam 5 LTT19, LTT2l LT7'131 LQIht Tiansion Ties I SDW22300, SQW223W, SDVM438, SDW22458, SDWTZOO, SOW22600. Witill Silrong-Drive SDW EWP-PLY and 7 RUSS-PLY Scoville Tapping �,cilewsvvl tlff�i DWI PrArt and riodiiuln Dair-litite, Hex 14 LPC42, LIol Light Post Cap SWIll 4 XC;l 1451 2.A Xr- I 14E_A 224-2 �"K_ X114SI 224, X(A 12SI 224 XQ I i 2e1,24--_K, ��t�np- Onve'K Moral �'all-Unhnq, Scre'vs W-On '16 ftnil Point So. is 16 NPII Mpaffiz, Iti PB44� PB44R, PW. PSW, PrWIR filament Past Base Embedded Fog Bast EL11il N&FAB 2 3 SDM1 545or SDWC1 6SO0 SIDWHI-1930OLS. SDWHII94i SDWHlDWODB, SIJWH198fOODB, SDWH1910l Sitaing-Nive Srj'6iYC TRUSS Screw Sloong-Dirrive, SII TWEER-HEXSorew #10-16 a�uol a Xo SO-1f,:-, -Ang, TaPping S7e,,r- -nib 1 71 PBS"A, PIRS-461 PBS66 Embedded Post Bag, 4 SDWH274Di)G SOVIII-1270IODG, SDWR478003�SD�W-271OCKY-.SDWII,2712OGG Strong-Onve-5DWH TflNMER-HEX H03 Screw 411 Call Plant 1B 19 PBVG,PBVIO P044I16. PCA(i PC45-18. PIC64-16, P085-1a. EPC44-16 EPC4l EPCA&IS. Round Post Base Post Cap _-%=A I EMdg0MgdilI.NunftrQrNSMg S3518x2lik SB71i SBlx30 ProduclUmnEdion SB Anchor Balls- 5 8 SDWS10212, SW6103LIO, SWl SlInri 640) SNA�19600� SOV.--1971Z -�OWS-�Z40D,SCIVVS225a.SMV--22512. SUit)i Strong-Urivis SOWS FRAMING Screw Strong-Onnire SUNS TIMBER Screw (Interior Grade) 0 8:iOle' EPCB&48 2 SST816, SSTBZO, SSTB24, SSTII SSTE-34, SST936. 3STB16L, -'STB`_0L, SST B24L. SSTS Anchor Bill SOV&S-22000, SDV�i SDMtS7A2 000, SM(S221 100, SDA'=1 2001, SDWS221500 M F_-4Z. PCtRZ, KV, PCBRZ, PG8Z, Pi EPC4Z, EPCl EP06Z, EPC1SRZr EFCBZ" Post Cap "STB2eL 7 SDWSZ_13OQDBT SMVS224GOD8. SDWS22,5000B. SMV322130i SEYW522WODB, Silrong-Drive SDV%FS TIMBER Screov Widerior Grade) EPCBRZ SDW5221 00008 Said A I F[Qdllct hlnl Ul"lliber or Noinn Ewduct D_"s"'r.IPdQ0 21 PP044-4Z, PP844-GZ Peg Base 8 SDVV,S7?7,12DB8, SDWS2251 ZDBB Quiduai Accents Structural Wood SIrew OF L,r JI IS Byp:iaf Arninj �ru1tCnnvnl 22 RPBZ Rebraft Past Base FL*t3M-R4 9 SDIAS2730CISS, SIDWS27400l SD1.'VS27W_j&1;. SDAS;27ffXl -QFTWS2'A--r*SS. Strong -Drive SUnS TIMBER SS Screw �,",Fe,,5 �, -C l" -� F'�_,FW-! 5, �-CELI 11."; - lay -pass Fi--irring SDVW 3271 GOOSS, SUVVS2712WSS f P S D?4 �5' I I t" F zi I S 171'� 4,711016, 1 L, ii D 3 4 31 it i pi- S.", a4S 1214, 915,16 all #�2- l4,9ronG, F,,rl,,fr, f_F-t1z5n F�wnlinq-to C7 3!.7eir,L Sea S Product Mdol, NuMberior Name ProdillctlOestaription 10 SDWV134CO Striong-Dinve SDWV SOLE-1-3�Rlhl -,Draw T-apineig Zi-c,ev,, I CMST112, CMST14, CMSTCI-3, CS14, C.616, CSIS, CS20, CS22 Coiled Straps I I SrN22 Outdoor Ac*ants Hex -Head Washer 4 1 ri%_�" I F (7 4 i S FC I;], �,7! 5. S F,,, IF,-, 6 2�1, �2 HRS6 HRSB� HR512, FHAS, "HA9, FHAl2,, FHAl FHA24: FHA32c, N15T126, ri 131trapti IR7 mill (12 g 9)1 b, I 7i!T,; S'Se"I SSC:6 2.o ViSC-1-4 2� r1151Xa3 2:l�� St�el Stuq Connpe-;iljf� Pro lict Model, Number or Name FJA, FSA Product Doiscrhytivin Foundation Anchor 3 USTM8, msTise. fl4s-n72, &TVISTV, SIMST37 &`MST48 T HTS16, HT WC, HTS24, 4 S28L HT_ S3Q HT-30C Heavy T wist straps FL#I 63433.R3 Rti:i ri l<n��'l "Ul lr�n 2 FRFP Fiat Rwcfk Foundation Plate 4 UrAV�, 1.57173, WSTAl lASTA12, MSTA15, hill MSTA21, PAISMA24 Sli 4S mil (18 9 all 7 5 97:B47 5, �4',,8GP_47 7 CL S GH46-6, 01-14101-14": GH4", GH410-6. GH141", GHBl GH86-8. GHi GHG6- 5, GH61 0-8, CH61 Girder Hanger 6 6 LSTA9, LSTA12- LSTAIC�, LSTA16, LSTA21 L LSTA24, ST292. 5T21 22. ST2110 ST2216 I-SUSH3,25, SUSH3.25 MSi2BH1 2' 5 Stir ap's 3-3 in i I (2Q Bridging Conneftor _SSAS I Pro(uuctMogM.NUmR2rh>rtMrne AS 16. AS 16S-5, A$-, 8818 Pli DeScriptlon 18 gh T1 us!5 Fl .3 ff-- J, Dim� IS pKi-a,"lli 1 1'.1' SO V1 2�� s�,F�arwijCc�rnKl 4 OLSSA, CLS613, GLIStC. GLB50, GLEVA, GLB78. OL87C, 01.870 ohdam Bearing polo 7 UPS Lateral -tie Plate 2 AS 20HS 20 ga, High Strength Truss Plot& 8 � 2 2 ��j C 3 2*_ 5, J 2 Steel �QN' t-'clrlr-K�jUl 5 6 (Xii 2, GBILT812, GLIST516. GM616, GLn=i 436LTS20 hill HGLS8, WILOC, HGLS0 Gkdam Bearing Plate Heavy GlIWISM Be" plate 8 9 li TS1 6, LTSI 5, LTS20 NSTA30, MSTA3,16, STi $76.22* 5Til ST18, 51-221, IAST(�28, MSTC40, Ill LqhtT-WStrap- Straps 54 rnil (16 a) 3 4 A5-20 ASHP 20 ga TrU5s PWo Hirge Plate Connector 2 ig Xi-5ifQ�'4121 4 A, KILS-178BI 4L� 1 DIPnl F�rl 4 A-14 DiNe I`L�li�ll 'Shululdefe"d Ser-f)-lNl T appo'rig 7 1-Gil HIST-3, HGT-4 Heral Girder Tedown 10 NSTl MSTC78, STS238 9 Strapia % mil (14 ga) pv"� Lu 6 UFPIO-SM Urrivil I ;ou ridation Plate 11 fill MTS18, MTS181 K41I MTS30, MTS24C, Nl Mediurn -wsi Straps 1, XQI14G,�'LA, 12S1224, �11C'.1118 9l2 il, 7.: fit IJRFp Universal RetictitFoundation Plate 12 ft4.IZ SV84,28. $1134.715, SZ5.510 1 apFlarige Joist Hangers Eltil XQ1t4,.`tQ,2'o1-25ll X�7i-12E,12',��*,% X1. J'� f) X1 R1;11 F,414, 4-3 _��K Tapping < 13 SEA21218, &BAZUJ10� SOBA212M2, SiBA2,12114, SIBA4�1&8� SIJA4.181111, Top Flange Joist Hargerm Prodillid N2M..NuMkU oriia&rfe Produsil Dmuptilorn SiBill WBA4.181114 I Fr_HP Adhesive Anchor fair concrete 14 Sli Hurricane Tie 2 GAG, G.DP, GUPW.650, GLIP11fil GDFp0-1 00, GDPS, CAN -50. GVV 76, CAttif-I 00, GTH Gas-actumled fasteners and asserrIpliuss 15 Sill-ID&S, &FROSPf, SIHCIOS� S114DIM, SfHDISS, SMD1511 Huldowns S PDPA, DDPA-K, PDPA-MG. PCPAT. POPAT.K PINW, PrT)VP PINVP W, POPAVIll Pavide,-actuated fasteners, tirreaded studs, and assembil 16 &H DL14, SlHDUi S/HDUQ, S/HDU1 1 Holdown5 P:)PA;vVL-W, , P--VLZ, PiSil PCLDIPA, l 0PA PTRHA3, PTIll 17 &JCT, SfHJCT Joist Hangers 4 Sl Adhesl H Anchor for coinciefle CL SHEET NO. March 6, 2023 PA imi 4_1 X) PGT Industries. Inc� K-x T IndirS Inc (3) > C) -73 LIM, FRODUCTCON17.0L SECTTON RG T bLdM It c. lies. IjL 0 1105 SW 26 S*OK Room-'03 NOTICE Of ACCEP71--UNCE. EVIDENCESUBMIT TID N OTIC E 01- A-C C FPT.IIkX( E: EVIDENCE SUBM17 IT-.. D -0 CL DEPARTW.VTOFREC�-U"TORY,&ND---CO.-;OMC RESOt-RCES(RER) -Mom Flofida 33175-w:4174 90AIDA"IMCODE "3M15TRAn0N.D1V`TSWN NOTICE OF ACCEPTANCE: EN"IDEXCLE SUBINUTTED (3) NOTICE OF ACCEPT tN OA) 1. Evidence submitted under preiiou - _N0A Cn ­L-_ CZ U) A. DRAWMS B. TESTS (continued), DeTartwena;A Fegv0i�cnlii, Ilfid Ecotioffwc Re��oi�rfl 0 0 PIGTIndustrie-I 1070 Technology Dfirt, I. Nianufacturer's die dravvines and ections. 5� Test, report, on 1) Air Infiltratim Test. per FBC TI _102-94 0 &- = (D 0 NordiVenice. FL 342 111 (Subudited wider XOAX& 114 107 04) 2) Uniform, Staticill Pre&I Test, per FBC. TAS' 20 2 4-9-4 E, �\Ulf RIAL CERTITT( YN,7, -0 0 Lj_ S COPE Drawing No. MD-5570.0. titled "Vnivi Slidmg GW,,s D-I NOA (1.3%,[T, sheets 1 3) Water Resistance Test � per FB C. TAS 202-94� 1 1 Aol­ej��Iame ism-K, 111111�) ll C) _b This NOA is beingissued. under the applicablerules and fe gubtions govanim the use of constructiontuatl 11w - �.1 throu gh 2 1 o f _2 I ared by ni -inuf actII d at ed 10, 0 5 5. with rniswn A dated 4) Larlgeklissl Impact Test perFBC, TAS201­94 C Wkire R!!Zid P1 F xlrn4or f xtr-asiom feii- Wftidoiv-z arld D oowll dt aed ( U& CIO > -0 E 0 documeamonsubautWhwt-eenre-itwed and accepted bylviianti-Dade 6�aq RER-10roduct Con Wo Secticaft. 04_05�717, stignedandsealedby --.L,, ynn 'Nfillel P_F 5) Cyl Wind PrIll Loadingper FBC, TAS 203�-94 t,I�J W wh= allowt6by the Authority 16) Forced Ewr�V Tesi- per FBC, TAS 102-94 I 191 Cl E LXWTH",�� on L ui,�ted fbf tlae,�,r Cn 0 This-NOAshallnotbe valid after the exptlation date stated below, The Sitam-s-Dade County Product CcntrdSecW--n B, TEST$ along witbmarked-up drawmas and tris allation diagam of vmvl sliding glass door- pmpl 'ILI 202 aii'd lit -liter Shadez Fkl2id PV( EX(C-1101- E1:1ru-4011s fol, 4� Cn (In NfiazatDade Coxiv-ty,)a,,nd,�'^.rthe.AILT(in areas other than Manii Dade Courtly-) reserve the right to have th. 1 Test report on 1) UniforniStitV Air Pmssurt Test. per FBC1I'TAS .,102-94 by Fenestration Testing Lab- Inc-, Test Repol No. FTL 8549, dated signed an(l )AIndo"t aad 4i)ars' l 12: 1 11111) S I I CK] for 'thL. product or niazerial falls to perform in'the a C, c e�p led Large Iviissilee impact Test per FBC_ TA-S 201-94 icaledbly Idalmi's Ortega- P. E, jest report resl ort 122 i"l 5 and 0111161 'Mot 1441 1112anner. the manufacl will 111curthe expeaw- of mitte sta-m and the ARI'mayinimediateWrevok-e. tuo dif v. or suspend the use otsuch productortuaterial within sheirjuxisdictill sccepance� if it is detenmneit bv Mami�Dzde CounIuct Coned Section that fails 3) Cyclic VOmd ITTesl Lol per FBC. TA-S 203-94 along ivithmarked-up, drawinp land mistallation diargrain ofvotyl sliding glass, do-oi-prepated 15- Test-Teport ion 1) Air In "m tion Test. per FBC. TAS 202�94 2) Uniftp wr StariCr Air Pres, saur Test- per FBC. TAS 202-9 -4 'Br III oated Taul -DI L a tlol;i led '"1ite Ril d Pl'( Fuedor Exn-usiow; for S I'm this luraduct or niaterial to meet the requiremeats of the applicable building code- by Fenestration Testine Lab- hic-, T--s.t Report No. FT`L 871 dated 11`071 -5- signed and 3) U'ater Resistance Test- per FBC_ TI 2022-94- iA ts,4�ued i-o E RCdFell ti�rmmuonsUS h �'A This product is aplxoved as described hel andhas been designed to conip4r wilt ffie Flosvili Building Code,. sealed by I d ahnis Off ega, P � E � (Tes report mr ised on 0_21 5,� 16 and 0 2, 24 1 6� 4) Large Nlissale Impact Test per FBC, TAS 201 -_A� lac� ftr ihe- -TAN 3F)40 and Lighter Shades (Non'Mdrel Rigpll'P�-C Exterior including the High Velccs4 Hurricane Zone- 'Test report on 1) Air Irdiltratioi Test, per l"BC.T.A.S.20 5) (1 Wind Presaire Loadinaper FBC_ TAS203-94 I Dr_scRwno,_x: series ;-55"lacro- vinyl Sliding Gla ss Door (Reinforced) w.wo 900 1151 corner-,LML _10�- A ---T 2) Uniform. Static -Air Pressure Test, per FBC� TAS along wit-hrrurk-ced-up, dra,, wings and m-stallation diqgtant of vinyl Sliding glass door. pil- �f � 9-d- � 4 IA c-,t ll Arl *o')ENERC�Jyenes- t �_Yfl IS 01 -u T ReIed"Very,11,Sliding 0 X Glass Door NOJL a1d) sheez 3 ) Water Resist ox im, Test. per MCI, TA S by Fenisstraticlu Testing Lab. inl Test Report No. FTL 8551 dated 12-04115- signed antl li, iw�Lr litonzeaudU hi�,l (If' (' ap 1" -hade oated RJ A PVC Extfnior zh 21 of2 1. ptepatedby I thtI manudactuter- dated 11 0--05� 15 and last revised on 01V 1 i2 1. skaped and sealed by 4) Large IN -fissile Implact'rest per FBC', T-AS 201-94 sealed V. Idahimm Oftega, P. E_ (Test report w6sed an 0,21� I S2016" -1 fxrru�ious forl�indfjwzaitd Door-- dated 09 1 ingourA16 0 X LynnNlillff. P.E.. beorkg&e,vhami-Dat*CouatyProdwtConhx4Re-%ut,-�n:��tanip with the Notice of Ac c eptanc le number and expiratiandme by, the-INfianit-Dade, County Ao (kw.-,t C o attol Se ction. 5) Cyclic Wind Pressure Loading per FBC, TAS 203404 6) Forced Fotry est., per FBC �T_AS 202-94 2 7. Test ieport an 1) U-nifortir Static Ak Pressure Test � per FBC, TAS. 20_-94 '4 2" Large Missile Impact Test X FBC. TI 2014. q�ltan �A �,etNCA of �r, CC' N -Ol II h5h!,5111 ki M l --AN'b u. Riod PY'l("'ETterim 1xn-u us for N�1ndoiv�i auld Doors- dated 11 1c I,,-- T. drawings dagram vmyl 1- doccprepared 3) Cyclic Wind Pressure LoadinI FBC. TAS 7. ing on 0,2_28s 1 along with madwd-up and tristallation of slidaq g1as& _203-94 -4'.P,,,pff byFenegmtionLTestineL,,ib,li,.c,,,T-,-,s!ReWNo,,FTLS:-�46.�dated 11ift-E-5,sigued and along withmazil i drawings and installation diaq rit!of via sliding, glass door� prep�� Tt 5L3 5 -A 41( �l' AS171)21,434, I See table I (�sheet.D,, and tabLe 2 (sheet forapplicable SOD unit sim. design pressures reidorcetments, types- sealed by Id ihnis,OrI P, E. (Tesy report revised on 0 1 i0il 6and 0211 1112016) by Fenestration Testing Lab. Inc.. Test Report, No. FTL 6638 (saWles A-1 thru.Ak-,22� dated `0VA:roV_i"0n Exnnv�Wtforoll sic i ST7III;f) I 9� lssue!a D, E A- -s .1 glass types. sill riser (set tables B-1 & B-2. sheet& 74� and anchor layoutsheeu requiremenn in I i thrit 16. Ir RiLTiri�"IPVCOI�n'dB,t���io�um,co:altiei��f(P�ioedol��'�ll�l�u4imted)wh-LteRipdPVCEobe 2. Rigid TAUe KC, Tan (�-tvhite) Tect -1trat ioL est. per FB C � T AS 2 q2-94 on 1) Air Infil, 1 1 1)Uniform Statr�� AirPressure Test, per TAS 02-94 'i)%rater A - -aled tr a 11 '1 9i'llf! - signed and se v 31orge A� C auso, P F_ ItSubirdMed under X0_4 N 1.7 OW tf n3p� M31 ift E it! - b , 411, �;,Mi ?MrPed III tol-A 0.4.Mx 11-CL101 71' l) z Rel Test. FBC, TAS 202'-94 �N --eptance ', 141-0916JI -s- A K=ay labeled per ref �re=I's jreqvkeizents, ice per 8 Test veportcl 1).,xjrInfdt-wwaTest.pe:rrBC.i----XS20-2�44 01, -4 1 i zo re: ThtL- o- 3. Egress operable doors must ecoply with tui�u cleat width or he#t per FRC toqait�t. as appliceble. 4 Large I�Iissile Impact Test per FBC_ T-I 201-94 2) Unif bral S tanc,A ir PTessitre, T est, per FB C TA S 12044 seurn'(1],hisf, (I �111:ifl Iritel - i eyTtftn, oll 0 7.04 1 tBll ,4. 5) Cychc Ward Pressure Load ing per FBC. l 201.1914 3, ater Resistance Test. Per FBC','T-ALS 202-94. 4 T f 44 -v Med 01 &kezl. All k1t. Alllelx,A� LARELLNG -Each unit shall bear a ptmunwt label with the wam ctuferl`4 name or lo-go. city. state and writs =0 follovmg statement Slianul County Product Conwol Approved", noted herein. 6) Forced Entry 7-est. per FBC1 TAS 20244 along withmarked-up, drawirwas I migalbtion diagram oftinyl sliding glass door. prepared 4) Large Missile In4nct Test per FBC. TAS 201-94 k 'pressure Loadaig 5) C irch Wind FRC. TAS 203-94 -rrasftoi R_- ClfraY and t__ olor PVB Intill C �Z_01 sl_ 1 . per RENNENA'AL of this N10A sliallbe wasideted after a rel applicationhas been filtdaud there has beeano byFeaestration Testing Labjis:., T,�st Report No..rn 854 '1, dated 1211104157 signed and M. F o reed Entry1est. per FBC4'TAS 202-94 chaugge in the applictible building codeaegatively affecting the perfonnance ofthis product. TMAMATION of this NOA will ocur after the ex;tiraticn date lot if theiehasbeen a in, the - sealed by Idalmis Ortega, P - E. (Tes report rl on 024346) 4, Test M-x.vrt on 1) Air Iorurratikmrlesli. per FBC. 11AS 292-94 long and installation diagain of via vs d am -,k ith mar1rd-up drawirip yl sliding glai byFelse,,oration'Testing Lab,, Isic-Test RepolFTL6337(sanVies A-1 thruA-51date'l -lerlatn ofwnfor=, FBC-41"Uhnori (10141 FB(--61hfd1Wn el PF -pmed materials. use. an&or inilare, of the pilodwet or prol�isuse of &is NOA as an endorAvaemt of my prodw, 2) U nif onn S t a t Ak Press sure Tesi pe r FB C - T-4 S 0 2 -94 2 -lorge 1.Ca=.?.E_(S7tbYzftel _06/1 0. sqxed and sealed V A itaer NT 0-4 _Y0. I!- F�ld MsLwf- -mufhc!.uc-__ ii�r �irere�,t. da -A bl;y u-L si for sales. ad;orernsing oy any otber-purposesshall. autonamic allywinunale dus'NO-k. Faftre to conTlywAliany 3) VAI Resistmice Test, per FBC_ TAS 102-94 361 P_F section ofthis, NOA *4 be cause lbriennination andtIl of Milk 4) Large NfisWe Inipact Test per FBIC� TAS 201-104 L ener- l, Ye0tv LIX'll."IL ��e_ Oil 1piiaalct, 'I v-e - -- r, rtc-W . s ADvfRTnE_w-_\-T.- -ible No -A nualber pmededby the wroz&.34tand-Dade County Ron4aaWfoll-medbythe 5) Cwhc Wind Pressure Load= per FBC� TAS 203-94 C, C-UCT-LATIONS FIR Te-,r ?ropos4-j No, I lexpirmicsidaternay beedisplayed in adverI Werature. If any-postionofthe NOAis display-ed, thien it sball ol 6) Forced Eary 7-r-sil, per FBC, TAS 202-94 I Anchor veffication calculations and struco". a*ysis, complying with FBC-201 �4, done in its eutizety� along with mated -up drawinp- and installation diaz= of vil shiling glass door, piepared prepared by PGT- dated 1122W.45and la-st rel --in 0211 16- 41 an. -I sealed by LN'SP'ECTIONN. A copy of thk tatireNIOA shaU be provided to the userbythe maul6cruter or its distr*ntors and bvFenestrationTesting Lab- Inc., T-st Report No. Fn 85U., dated 121)4125. sigtied and -T 1- Azr wsyL- Nfiller� P E. 1� 'Subin itted w7i der.N70.4 -Ye. 15-121 & 1014 if �;�i ­1210401. sued to FGT Ind-;4ri-.� F 1- ilieur Series It ''1 sballbe irlsidable for eupecticat at &I site -at there"I of IfieBuilding0likial. scaled by 16 �,md 0' Ill 1 16' 1 Glazing compfies 1with ASTME-1300-09- Gass Deo r (Reinlort: LAIII.- 1 -12 Iff" p1ruT 01 04,1 ThiI revises & renevIrs'NOA 910-W29.0-5 and consists of thiss page I andevidencepa$es E-1. E-:2- E-3. E-4� E-5 &E-6 asweHas approval docunwomemonedabmv. T-Isaq L Clim-odo, PZ lshaq 1. CIanda, T,,f The waltusitted doetwiestation was revirwedby lsbaq I Chanda, P1. ProdwIrControl'Cuit Super-tial ProAul Control ruit Sup*rrk - Pr,,­dl k- A)airnl Vull 1 -1 IN-4. 21-02105113 NO - XO_A�Xo� _11-OZO&W NOA No. .1-02042 ExpirstionDatet Aprfl,14,:926 EmSdration llare: Aarg 14,.'0!6 ExplDvw �Apri!14,210,�f� &Ipproral Dawltarch U.S. :02.1 Approval Date; A"r4v3lD2tl N fare to 15, 22V­ vallill, :011 PAR* I E I CGI Windows a itd Doors. Inc. FG1 In4ustiI Inc-, NOTICE OF ACC EPTANCE: F11DEN`CE STIBINUTED -NOTICE OF AC'1( E Ill CE EVIDENCE SUBMITTED QRLINCt $V"llu Evidence -Submitted under previous submittal E. NUTERUL CERTIRCATIONS (cou dnue) 3. New Evidence -Submitted JUL 2 5. Quanex: Part Supgr bater Sitail& rd conip4ring with ASTNI C518 Theallal Conductivity DRA'"INGS 1. Draw, ingN.-o. -AM-5570.0 RerB. titled "Vinyl Sliding Glass Door MA a.34)Y. sheets N gen, 0-88 1 BTU-iti; hr.-ft!-T. . ASTM F 1249 ASTM D398. Ox-vv -Pas-s- AS B! E 2 190 T.G. Chn-ability-IIIII Fog -Pass , (54ibm ityll underprerlofts NCUA-0l. I-L#409 0S) A DFUld 11, Draw :c g No- MD �55701 10 Rev BI t n led "Vuryl SI hd ing G la vi Door NOA (Uf),". sheets 1 I throu, arb, 2 1 of 2 1, prepared tr nianufacturer, dated 10,054 _5 and last revised on ftol 2 L bly dated 10!'05,1'155 last ised 022 M i2l 11 VW\ 0 6, Part DUAR ta-I ASTINI C-51S Thennal Conduc ty 2 BTU-iz -11 of pmpared umufacrturff. and rev on u 04!22-��L. signed and sealed liv A- L-f-un Mill-d- P1. Quatio-I conVlyinz .212 signed and sealed tyy A LynnNNI P_E_ hr,-ft:-F, ASTI F 1249 ASTNI D 1434 Argon PeIrateatice-Pass'l ASTRXI E g 5416 bil Nol This,re- ion craaisist�,, of sartse mosling iwsaAation screw with flat head- ;t Inc. virtuat Review h1sis and approved B. USTS 2181) LG_ Dmbility-No Fog. ASTM E - Dew Point DeveLvinew -20PY in 49 plans Review C ompteted 2020 FBC 7th Edif,00 Awl 1. Test reports ow 1) Air Infiltration. Test, per FBC, TAS 2021-91T (Submitted underA'0_4X,_l 17 �i & TESIS for I urnpliance with the Kkaht P12300 2) Unemm Static Air Pressure Test - Load inliz per FBC TA S 2 0 2:-94 A on N to ion aln i s km, Lt d Par ts c on, p lyin g w li th PV C-A AINIU, 3 0 3 -13 - Volunt a Spie cifi C 2, t 1. None- Debra Anne 3)'Water Rest-staace TI per FBC. TAS 20i-�4 for R igid P oly-.myl C Won de , P V C) F_x tenor Profiles for V ision, Extawans- Ltd - -X7E-X- I b- v 4) Ll Nfissille Impact Test per FBC� TAS 201-94 Ak%LA Fenostration Exte n ProI Certif kcation PrograRL Milindried tinder JVOA Nn. 15- C�II (",,:UCULATIONS Cychc Wind Rressaue Load arg per FBC. T-A S 203-94 0400.095) -None along writhrrallmd-W drawim and installation diagram, ofall PG Tj_ ladustnes. Inc. listed beltjw,,mdtt-Aedtoquahf!f-Do,wsfi',F91 8- Vision F_xtrusions. Ltd. Parts con4­11I with PVCAANIA 303 - '. 1 f8ribillifted under.YOAN& 15-0440,& 1. representative units andDol D. pVared by Fenestration 'Testing Laboratory- lac.. Test Rq:lotts No.: 9, PNIC-AANIA, 303-1-3. Vohmtzy �,pecificaoou fort Rigid Poly-viny! Chloride (PVC) Exterior I ff L-77897, PGT PIV55-20 PNTC Fixed Window (unit 6 in proposal[)� dated CKOW0314 Profiles for Vision EmrusionsI. 1.t%dl�-1 bry AAX1A- Fenestratim Extenor profile L A4Limi-D-ade Department of Regulatior-Y and Economic Resowces MER CIO FTL,!O-,2 1, 071, K 3T SGD 780 Alummum, Sliding GlassDoor (�uut 7 in, proposal) FI .10- Certification Prog� 2107.2. PGT CA740 I'l Outswing Casement Window (unit 8 in propol, FTLI-20- X Notice of Acceptance No. 18-121-.14 issued to Energi Fenestration S-ohiblon, LTSA_ Inc- for E. XL46TERL4X CERTEFICATIONS CIO 2107.3, PGT n7620A Aluminum Fixed Window qwit 9 -in proposal) and FTL-20-21071.4. their 'Yan 3#40 & light shade l tron-white) Whire Rigid PW Ex tedor Extrusions for L Notim of Acceptance No- 19-0305.02 is,,sued to Kararay America. Itic. for their > PG,TPW'7'6-)OAAlumia=Fixed'Win-doik,I (unit 10111proposal) dated 07111,20. all signed IN'tadow Is and D oors�-. expiring oa 02 /04 `2 1 Trosifolit Ultraclear, Clear, and Color PN'B Glass Interlavers-.. expiring oriOT08,'_`�4 0 and sealed by IdI Ortega. P1_ y 11. Notice of Acceptance No. 1"12 issued to Energi Fenestration Sol USA- Inc, for Notice ViAcceptanre No. 17-080&02 issued to Kuraray America. Inc. for their "Senwr(A their series -White Rigid PVC Exterior Lin-itsions for Windows and Doors", expining on, 4 (C lear and WWW) Glass Intei1xv, erl le .ximing on 0711104123, Cr. CALCULATIONS I� Anchor FBC 02,,12813- SA, 3- Noticeol"Acczotance No, 19-1106.10 issued toVision Extrusions Limited for their verification calculations an6 structural analysis. comply* with I - f U Notice of Acceptance No 2"20'&3 issued to EnergiFenint-ration Solution, US Inc or Coated (Painted or Lawmina")'%Nte Rigid PVC Exte Mir Extindons for Whtdow� Edition (202q�. dated 04,12Z'20, prepared by manufactister, signed and waled t�r dxir "Bronze & light shade cqI coated 11'Ute Rigid PI'C Exterior,'Extrusi(las for, and Doors",. u44iag on 09,-,30.�1214� Anthol Lynn INNert PZ Glazing ASTME130", AVIndows, and Doors-- expiring ca 0446-25- 4 Notice of Accept No� M-1106.11 issued to Vision Extrusions Limited for their sen;�� L.2. con4%es,%rith -09,42 and -16. "VE 1000 Tan 202 and lighter shades (Nou-11'hiti) Rigid CeDular PVC Exterior D. QUAL, M`.kS S UILA IN C E F. S1ATENMN'TS I V" -no a S f o r 11 ludow, s an d D o oI expa m�g on 12 2 9 1 JOAN% Manu-Dade Department of Regulatwi, and Economic Rrsources (RER). 1. Stateinezit letter of conformance to FBC 76 Edition (2020), dated 0421,20. issued by manufacturerl, signed, anld by.An-thol Lymn Miller, RE, I MET F STATE- NL f IS L. 'ALALTERUL CERTMCATIONNS 2. Statement letter of no financial �'iterl and ofindependent. issued by manufacturer. dated 1- Statement letun- of conformance to FBC` "' Edition (2020), dated 01I issue� bV 1. Notice of AcceptanceNcl. IM30-5.01 issiW voKurarayAnterica, Inc. forthek 04.411120. sizaed and scaled by A-1 thonyLym.Nfillers, P_E_ manintacturt-r- signed and sea We by Anthowy Lymn Miller. RE -Trosffolt Ultracleat, Clear. and Color PVB Glass luterlavers". expni ing on, 1 Private Labeling Agreement dmament between, PGT. dated 0330,41% and signed by all Private Lateliag Agrrel dated 01%,21 between PGT Industries- lw� and C(�l iavvh-ed parties, F`I Winda-ws and Doors Inc.. sitzi� bv Dean 1K Ruart P.E_, VR Engineering. on beh,-_14� f 00 Notice off Accep-tanceNo. 17-011 issued toKuraray Amel Inc. for their 4tSentn-Glast Glass Intidlayeli", 004,21 both companies. (Clear and'N11*0 apm g on 'Notice G. OTEUERS 3- of Acceptance No- 194106.10 issued to Vision Extrusions, Limited for dil �'Brovvst Coated Lammated) AN-Thite R41d PVC]EXterior En-usiolts Or 1. ThisN zt. re-rkses'-N-0-k# 17-0420.ft �TVT`w.-ICGI) and updates to YBC20210 (71h Edition). G. OTHERS (Painted or it* O'sp, 04/2 1 21 1, nus NOA revise. I& renervs NOA# 10-0429.05 [PL_Aw,'CG4 expiring 0411411X forMladows and Doors". exTiring on 09/30Z24. 21. RERTest proposals #19-11-55 dated 1.1,10/20 approved bylshaql- Chanda-RE expiring. 2. The call associated PLA �Gl file �2114120_55.01_ expiritig &U14C106, 4. Notice of AccrytanceNo. 19-1106.11 issued to Vision Extrusioris Limit ed for thew 04,1+2 1 series,"VE 1000 Tan I and lighter shades (Non-I'"'Irke) Rigid Cleflulmr PVC U.J :��E Exterior Enrusions for Nliladovrs and Doors". cipking on 1111. U. lAaq L cllauda� P1. W*durt,coutral Unit supervisor Product Control Unit SupI Prodwt Control Unit supervisor NOA No. 21-0N.A.03 NO -AL NO- .11-101.011-1.03 < NOA Noz 1.1-01.0F.0i Ez:jwir*fdoaD3iw,, Aprit]4�20226 Expirmdoalr%tm: Apritl4l..*016 Erpulatioulixv*�April 14,106 11Xreh'.r1_'Q1Z1 Approval Da�t#t Siarth .19L. 10:1 n Approval Nte. Itirth US-, 1-0-21 -6 E 4 SHEET NO, March 6, 2023 PA 1.4 15-3 17) > 0 MIAMMM MIAMI-DADE COUNTY 0 QL, 0 ESID PRODUCTCONTIROL SECTION Cast -Crete Cast -Crete USA, LI1C Cas'. 4" K- 70 CL DEPARTMENTOF II TORY AND E(.'ONOMIC RESOURCES (RER) 11805 SW 26, Streei,:Room 208 (1) CD 80,0kRI) AND CODE ADIMINISTRATJON DMISION . Miami, Fla�iI 33175-24,74 T(780-115-2590 F(786)315.25919 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEI) NOTICE OF ACCEPTkNCE: EVIDENCE SUBMITTED NOTICE EVIDENCE Sli.,IRMITTED 1 U) :t-- 03 NOTICE OF ACCEPTANCE OA) 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUB-NHTTED LADER PREVIOUS APPROVAL N 12-0209-12 Fl. FNJ1YljNCF'- S1 �Bkl ITTE11) U INDER PRENIIIOLIS APPROVAL # 14-090-103 U) 0 Cast -Crete USA, LLC 6324 County Road 579 A- DRAWINGS A. DRAWINGS A. DRAWINGS = 0 Seffner, Florida 33584 L Drawing No, FD4612. titled "Pri cast and Prestressed Lintei Details ", sheet I of 1, 1, Drawing -AI FD46!2. titled "Precast and Prestressed Lintel Details". sheet I of 11 Dr, ni-ing. Ni) FD465 1 _2, titled "Precu Yi and Prcslre��_vcd I intel DetaiLv " sheet I of .2 LI prepared by Craig Parrino, P. E - dated March 2 4. 2003 and Draw ing No. L T46 I Z titled 1, prep, area' by i-raig Parrino, P. E., dated Adfarch -24, 2003 and Draiving.vo. Creie I dal U-04 P-3 2-ifV22 6nd Dra, i v z i-� - No� Lr_ T 16 12, illtvc I "Cost - 6` 14-- 0 Cf) CZ C) > SCOPE: "Ca�t-Crete 4", 6"& ]2"Lintel �qfel,oad Tables"� xheetii I through 3 qf 3, preparedby LT4612, titled "Cast -Crete 4", 6"& 12"' LinlelSok Load Tables", sheets I Li;,uNI -1-oat-IT'ables" sheeirs I ier"Ugh 31 1 reris-ion amed P �7_ a) IL (D so__ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated.1-forc-"I 24, 2003, Iasi revision 91 datedrlprit,28, 2003 both through 3 qf 3, prepared�y Craig Parrino, P.E. dated 11arch 24, 200�� last lx- = '1 1) ned and ,tN�,*,dbv Cra, AarP; 10, CI,u 4, -ir - Cf) — 0_ M cl The documentation submitted has been reviewed and accepted by Miami -Dade Gaunh-- RER7 Product Control drawings signed and sealed hy Craig Parrino, P. E I- led ky Craig Porrino, RE, oil revision dated1farchl 'T 2008, all signed and seal - I C/) < Section to be used in. Miami Dade Countyand ollier areas where allowed b.y,the Authority Having Jurisdiction TESTS Nfarch 22, 2012. I This �NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 1. Test report onflexural tesfoll- on 4 ". 6 2"Precast Concrele Lintels Filled and L)nfilled Xfodels, total qf (13) co; �crele lintelspecimens, Ixr AS711 E-529- 94, prepared B, TESTS 1, None. I I _1 L A T 110 N S Section (In Miami Dade County) and/or the AHJ (in areas other than, Miami Dade County) reserve the right to have hy Applied Research Laboratorh v, Report No, 3 0404,4� dated 0417 0/03, signed and i _­ 4 1'(- Mali a 11-1 a IRV r, i-Lz-M, pa this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealedbvChristophei-A Hamon. P.E. C CALCULATIONS i � F-repuri�d Vi -raw f'w ono. P, E-, _0 w- -enici 1 In CIII Parrm_-_ E accepted manner. the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, L None. modify, or susperal the use- of such product or material witbin 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 C_ CALCTTLATIONS L Calculafionsfor Cast -Crete Lint,/I dated 05129103, 207 pa�ges, prepared by Craig W QUALITY ASSURANCE D. (WALITY S URANCE Z� a- I, 1, f5rit-ILu zi-Daise Covrm, Rt-qu/I C117d Tconotnic Rew airces (R.!-,-R� fails to meet the requirements of the applicable building code. Parrino, P. E., signed and sealed h.y Craig Parrino, P. E_ 1. 8, Miami -Dade County Department q(Permining. Environment, and Regulatory-- Affairs- z Calculalions for Cast-C rere Linit -1s, -dated 05129103� 140 zes. p epared b r Craig I EI, 1111A'11111AL CERTIFICATIONS Fhis product is approved as described hercin, and, has been designed to comply with the. IJigb Velocity Hurricane Parrino,PE., signed and -sealed hy Craig Parrino. P.E. Li MATERIAL CERTIFICATIONS i� �Vune I Zone of tbe Florida Building Code, DESCRIPTIOIN- (Cast -Crete )1 4'", 611& 12" ItignStrength Precast and PrestressedConcrete Lintels D. MATERIAL CERTIFICATION: T None, 11 4" HIER 1. Quali�y Alonualfor Cam - (Crete kitichine Made Precast Lintels re vi ed oil Ad�qy, I F. 0`1 li E,R �,e 0A,"I hV 11,11"llig z APPROVAL DOCUME NT; Drawing No.,FT)4612, titled "Precast and Prestrcssad Lintel Details", shect I of I, - ystem S Iinf_-�,, 47`4,ded gnc!dl prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L,T-4612, titled "Cast -Crete 4"', 6" & 12"' 2002 J. Lellerfi-om Cast -Crete Corporalion, dated February 0-3. 2012. sig ed a e d - �n it&' s ale f`arrincI, cerIIy',i,lr7,II, colnPliance, with file Lintel Safe Load Tables",'sheets I through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last 2� Cast -Crete 0,raliiy ��ystem Afanualfiar Prestressed orriducts dated 2002� ky Craig Parrina. A E., certt�'ying compliance with tile Florida Building Code, 2010 revision dated June 121. 20 14, all signed and seated hy Craig Parrino, P.E, on January 22- *20 19, all) bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMETTED JUNDEIZ PREVIOUS APPROVAL # 08-0320.09 Edition. 6� LVIVENCESUB-NIRTTED UNDER PREVIOUS APPROVAL # 17-0821-18 A. DRA VV' INC S z date by the Miami -Dade County Product Control Section. A. DRAWINGS 4- EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, tifled 7--ecast and Prestressed DWI Details", sheet I qf ALL DRAWINGS LABELING: Each lintel shall bear a ermanent label with the manufacturer's name or logo and the Miarn i -Dade P prepared ky Craig Parritio, R E, dated March 24, 2003 and Drawing No. L T4612, titled "Casi-Crele 4 ", 6" & 1-2 " Linn,4 ',4e Load 7�rbles ", sheets I Mrough 3 (If" 3, preparad i�y 1. None. B. TESTS I A County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there: has been no Craig Parrino, R E, droadkfarch 24, 2,003, last revision dared 1147rc* 11, 2008, R. TESTS (% CAUCTLATIONS W L None. change in the applicable building code! negatively affecting the performance of this product. B. TESTS I A`one, TERMINATION of this NOA wi I] 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 la Norte. C. CALCULATIONS L None, D. Q11-II ALITY ASSUR, ANCE -Regulatory C� CALCULATIONS RyMiarni-Dade (,'oun(y Depw-lmew f, �11 and koconomic Resources (k,"_�'Rj 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 and removal of NOX L None� A QUALITY ASSURANCE E. NIATERIAL ACERTIFICATIONS ADVERTISENTI The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miatili-Dade Counti, Department of Regulatory and Economic Resources (PER). None. the expiration date inky be displayed in advertising filerature. If any portion of the NOA is displayed, then it shall L By Miami -Dade County Building Code Compliance Qffice. be done in its entiretsr. E� MIATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by tile Manufacturer or its distributors and E, MATERIAL CERTIFICATIONS 1. None. --I , , , Q Erhlu�,In, issued 1�v I!,IA'l- C �, 1, J orido Bill. will? the 7 C Ode, 201 shall be available for inspection,at thejob site at the request of the Building Offi6aIl, L None. I li� I I , I.I, I �I ��I "1111" 1�1 � I YII, 1,7" 's i l2e'd I I, d I" III This, NOA revises NOA # 19-0130.14 and consists of this pagel, evidence submitted pages E- 1, E-2,E-3, E-4 and le, 1 ILI E-5 as well as approval document mentioned above. The submitted documentation was reviewed ky Hr A. Makar, P.E., M.S. A, �ar, P.E., M.S. -Melmy A, Makar, P.E., M.S. klict 7:"Helmy A. N kw% P.E.,.N-1,S. net. Co ol Section Supervisor Pro Control Section Supervisor Prod'Uct Control SLctlon'SuperNisor NOA No. 20 -0630.15 MMkI 0- L"TYM # 9 NOA No. 20-0630.15 NOA No. 20-0630J5 1 NOA No.20-0630,15 E.p irrition Date: 09111/2023 Expiration Date: 09/llf-7023 Expiration Date. 09/1112023 T E,\Pir -,finn Da eE fee'l V 023 Approval Date: 08/20/2020 Approval Date. 08/20.12020 E-i Approval Date. 0SP-M2020 E-2 ApprovalDatc: 0812C 020 Page I Cast -Crete 11�& LLC Cast -Crete USA, LLC NQTICE Of CCEPIANCE: EVIDENCE SUBIVIMED NOTICE OF ACCEPTANCE: EVIDENCE S MITT 1) 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1"424.04 9. NEW,EIVI DEN 1(," 1:1 SUBMITTED A. DRAWINGS A. DRAWINGS VR 1. None. 1. None. B. TESTS B. TESTS . S_ist, 1JITtuak �ke,,ljevj and 301" �I on 1. None. 'empkete cjthta r ?tans RevievIl ItIo VB the C. CALCLFLATIONS C. CALCULATIONS . PWlth camp"31'r- ra knne b, beb %J10; i, 1. Mone. L None. D. QUALITY ASSURANCE M QUALITY ASSURANCE L Bv Afiwni-Dade Clnmo� Departmentof J?egulatevy and Economic Resources:(,?ER), L By Miaini-Dade Count y Departme, It of Reguh7tI,,,0ry and Econvink: Resources (PC, R). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L Xcmie. 1. None% F. OTREIR 1. Compliance Letter with the Florida Building Code, 2017 Edition. issued hy Cast- F. OTIIER L Compliance Letter with the Fb)rida Building Code, 2017 Edition, issued by Casl� Crete USA, Inc., dated 081W 7, signed & sealed by Craig Parrinc. P. E Crete USA Inc-, dated 08/1 signed & sealed ky Cra4g Parrino, 1� E. 8. EVIDENCE SUBMITTED'UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter ivith the Fiorida Building Code, 2020 Edition, issued by Cast- Crete USA Ina, daied 061114�10, signed & sealed by Craig Parrino, P. III > 0 A. DRAWINGS 1. Drawing,No. FD4612, titled "Precast and Prestressed Lintel Emits", sheet I qf 1. prepared by Craig, ParritI P. E. , dated March 24, 2003 and Drmvinigl�`c� LT4612, titled"Cast-Crele 4 "" 6" & 12 " Lintel Safe Load Tables", sheets I 0 < through 3 oj*3, prepared by Craig Parrino, P.E., dated,44arch 24, 2003, last A revision dated June 12, 2014, all signed an d- sealed by Craig Parrino, 1'. E., on 0 January 22, 20IR B. TESTS 1. None. C. CALCULATIONS Nalm D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic- Resovives (RE�), E. MATERIAL CERTIFICATIONS 1. Mone- F. OTHER 1, Article of Conversionfor a name change. JJ Olkelmy A� Makar, P,E.,, lis. C:7 Helmy A. Makar, P.E.,.Ats. Product Control Section Supervisor Product Control Section Supervisor _J NCIA No. 20-0630.15 NOA No. 20-063�0.15 ExpirationDate: 09/lIt2023 Expiration Date: 09/110-023 < Approval Date- 08/20/2020 Approval Date: 0812012020 E-4 E-5 SHEET ��'l NO. I [March 6, 2023 I PA: .5 --.- - --- t I — - --L------ - -- -- -- - - - - - I I -- - - - - � /,- C� — IV, geiVF-T —,Ti�,T--FIIC7� 0— -HP,,Ellr\:�� � Z. .. . ...... , ...... . . . ..... . ... .'". .... � ........... . � .... ...... .. . ..... ..''.1-111111111111 ..... . ..... . ........ ­­­___�,� ... ­� . ..... . ... '��& E � I TILIOTI� TIESTING & �ll����iA'�"4�lp.RL���EPJII�V�ll"�� O�1101IIAPAWOV -- -"' ---- ­-­" ­------- - ",-,-- - -- ---- -- -- WA 4 ii5FA TTLUT, Jj, iF. fiaccoaa.1-c'm , - " IILFZII �. '- I pt,�7�=Gf�11, EV REPORT NO.: 20-D728.01 DATE: Juiy 28� 2020 PRODUCT CATEGORY, Shutters PRODUCT SUB -CATEGORY- Slorm PTI PRODUCT NAVE� 20 GAAGE GALVANMED STEEL STORM PANEL MANUFACTURER: QjdALPl%fA0MPrP4tAO;b-Ux1 4800 S.W, 51 Street Davis, Florida=14 ' .L,-P.YRPQ�,W0f-EYALUAT10N; This isa Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1@1](i) I�E) Iha GIODE&I ProtectIon Products, LLCN Rule Chapter No. 6iG20-3, Mothod I D of the Florida Department of Business and Pnelliesslonal Regulation. This product is being !&--sued an Evaluation Report as described herein, and has bean verified for compliance In accordance with the 2020 Sevordh Edition of Me Florida Building Code, and to verify that the product is for the purpose intended at bastequivaIls nt to Iriat requIrnit by the Ckx1sr � This Product Evaluation Report shall be sublacl to review and revision in case of a Building Code cfanste that may affect it limitations and conditions � 2. EVIDENCE 6VAM=P: 2&P:RQQVCT.f.VAkUATt0N DOCUMENT OPIE,D.). Drawl rig No� 20- 1176, titled 1120 GAGE GALVAN IZE D STEEL STORM PANEL", sheets I thru 26 of 26 prepared by'riftecal Inc,,: signed and seated by Walter A. Tptit� Jr,, �P, E,; defed 07128,Q1020. This drawin . gi Is an integral part Evaltuation Report. RIPP, Is k%40 rop,#. ,01"tIR A. t111,0% ,� , 1�% - om ,� ,�, - 49�` 11 .... - - - - �-. -�i � ,,Ve',�� I-, - �- - I- S 4 �� = - - i I Z --:: -- Nfl� , 4167 m rt � ,,- *' , zr,�T I . I .-? - �, * j *:i - - . 11 -1 - � . �: c , , L - � - -­ �, T�� -�' � 0 � " -r �k ,� " is x,,,� 740pl,u�k ,-nE;' s" W+e ri, - '" �r' U � . ... ... � _ 6 61�5 N I�V, 36th Sftv,t� Suite 305, Miami, Florida 33166 - Phu": (305) $71-1530 - if Off oiwl- I I FIRDD-U 2 I ALLMRST REPORII ... &-i� Large missile linpad wid fati9je hoad tests were Performed under Prolocon, TA,S 201, 203 as per section 16-26 of the Florida Building Code, Uniformistatia loads as per TAS 20,2 Protocol. Test reports prepared by Hurricane Engineering & Testing, Im-, Reports # 96-5efli dated 0810WI 49-013, #913-570 dated O4,IT8!1q9e, 496-T50 dale<i 01W201199G, all three signed and sealed by Hector M. Medina, P.E., r7wiastration, iresling Laboratory, Inc, reports III 2032 dalRd 04/1611998 �and Of 2126 dated 1 11I1Ih5/1!IiI93 TaRnsusel'I'l bly Gilbert Ciiaimond, P, iE, arvi Report Nci 0219.0149, dated March 4, 200.4, e[grod and sealed by Edmoridu Largasispada, P.E. and Herry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 113, 20DO. sig ned and sealed by Frank Grate, P. E. 21-STRUMRAL ENGINCEffiNg . . -CALCWT _ JQM On 20 Gage Galvanbuad Steel Storm Panni for maximum panel larigth,A deilq , rk wind loal, asvvell as rpaxinmirn anchor spic,linE; vs� designivoind load and pariel langth based on rationai and comparative analysis, and hn, accordance-nith section 1616 of the Florida Bui[ding Code. Ca"latons prepared by Tdlteco, Inc., dated 1 1103108 and 03112JI5. signed and sealed by Walter A. Tillit, jr�z P. E. I IM-65-ilef-th "PCT-REMS-TAN-QE--- Large rrilsslla, firopNct undior section 162fIrrf the Florida Eb.lilding Code, as per TEENS �201 Protecul 4_0ND LOADS.RE316-TANIM- 20 Gage Gaivaniz--d Steef Storm Flanel has been verified to sustain wind pressu res- Maximu rn panel leinoth shall be as Indicated on sheets 8� 1 0. -I 4, 15 � M % 'j5 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No. 20-17& Maximurn Anchor Spacing shall be as indicated on sheets 8; 9, 10, I 1, 14, 15I 17, M 15, 20 25 and 24) of 21o, of Product Evaluation Dociurien' 'rPaX.',i, drawing No. 20-176, 5-MOSI-TAUAMW Installation shall be performed strictly in accordance with details indi ad on sheets 3thru 7. 10 thru 20, 2' ,� 24 and 28 of 26, W'Product Evaluation Document (P, E. 0. - 1. drawing No. 20476, Minimum separation to glass shall be as indicated on sheets 8. 14� 16 26 and 26 of 26, of Prodact Evaluation Document (P. E�D.)o drawling No, 20-176, k%ke0nII4T"qe,i, "'st �� k Ty iv , 'N K� ___-, % - -1 - -- N/ * .40 ' .. " \�-J1 - - e % - if- - Q Li�) " Plis `- �P 1- I- . I :---- I, "- %� tl:fC, -441 67 . I - -1 1-1- .-- I -- - � Ir ; * = �- !------ 11 . r / / �� -t OF ��-,% I e -� Stg - I,% t% - 11, )�, - - - ---- k- %G�-- -100,�N.-,"'i$, , r,-.. '4I s", 00, �. - - -Nv, .- ",4, 8i 0 ii'll i- V � ,i;,N� 101"OEVER&�t401, I 2ENEBAL 8 3i A, Cxyz TW7 PRECIW S-low- � -m-CA51, LG�10�L-T, - M K a, ,� , �Aw, S;ii� _IP WOUD VI - I! I`�, tw N, (MEMM Fa 20 - :�� S7=1 MWk=BR" DD--mD "-, ANCHORS W., U: Loklq E"VOWCAT To P� T- wAot 5TQ,TTUR� F.I-W,n- Su--i PMEIS I STORM PARE1 51,10M Ck TW. MOOIXT V,15TLUA�04 OXIIJkleit iP[70) Hiks WEN KWIFn rcm COWP01hu- �N W-4PRACE SH&L 9( AS WhrQND) IN 8.1) AW, 10 82) .CC640*Ncr w- 7�� m2o (7th zwkth) tir :�e �,-*ZA 04rDIN% Cnow cl pUms�WPOD � ��, -� -Q41-MN- nE A�4 MtM LOAD� 5A.EIr BE D;TER IVIED Ae PEP S a . 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INSTAILIATION - - t-_ � . .+, 0,% _.% qj;d:El, -.4- I I ! , ,. , ,,, "'. ., Of: a - � , ,� , " L �L � __ � , 7-� , I I - L 4ZII -, n� %� ? % W � Poiatp = � A . - F C EXISH .4 OI - - FLORIDA eUILDING CODE �Hi h Verlocity ftryfcane Zan, - = , TVIT, ? ... — � .-... - -1-11 . - � C010100� VAT- - 4Z : E - . . . I I `rEEEWRtDL - � vi � �n�EE 11LIfUll I`e . Ip . . . i now W, ",r,,,,,,,,, A "� ni: � F I * ,*z , ,,�w m 11 I lo 11��A'�,�F W"NUED S El STORM RAWL CaT, � , -- --- -----i S4VHrtMr ii� M S-- ,� ,i rA . ��i.�.",�'ll"��������l����.,�,�.",�,�,�.�;.�� � ar�21/mq S.Cm a UIEENVCH or . TE: I X� . - S !!:: � - � r , rr - I C 0 I a. 1,,, GLOBAL PROTECT" PRODUCTS. LLC.' - � ,.,� --, -,; iI, -. ri . - - _- - :�- - --r . _ RIM` $�.� SI 4TIVEEM CLUff, A 5 8 Id - ". T I - -�, `- - -1 1, ,,, _. � lk I I f 29MM I — ��, Lw� R =,. -,. 0, , �­ _�" .Crt.,�� III, TE WIW"r L� - V-- "I L -- ��� - rz- . IV-- - ok- �.,�'6.8. ru Evs.xft- SMI(IIN 2A 4 ��- , - �--- 931 i 20-176 sckE 3/r- I' -111, IV jI INEF" -- E -.Dw,-,� - - i - — , :1 — �- I - - . - : L M----.�'V#".T , ;- -11 i -- 1 nz.-,2�.�., - L-9 , i - - � -M . 0, Z - --- -- - . - -- - � - --.- -- -- - .. -"--, .. ---- �� - E-9 . i - IWI � O....611ATERIAL Ch-ARAC'.M.RWOCS AND SPEC-IFIGATIMM: She[ be str�ctly in accordance wW-- General Notes and Cornponerits indic.ated on she(,t 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor spectfications shall be as indicated on sheets 1, 7 and 21 of 26, CLf Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. LIWTA1LQN-S-AhlQ.-CDNP1TM$ OF -USE; 7.1 � ,'.-Ehall be strictly in compliance with General Notes No. 1 � 8 thru 14, indicated inn sheet 1 of 26, as well as General Notes # 1 thro 4 and 1 1 thru 16, inditAted on sleet 21 of 26 of Product Evaluation Document (P, E.O.", drawing No. 20AT6 prepored by Tilteco, Inc. and "neo and sealed by Waiter A TOO, Jr., P.E, T2. "roduct may be inWalfed within HIGH VELOCITY HURRICANE ZONES as defIrEExt on secCos 1029.2 of the FlorAa Building Code. 7,3, Pfoduct shall only be installed Into poured concrete, concrete block. arid woo(; frarne structures. Product Evaluation Report prepared by Walter A. Tillil, Jr., P.E. (Florida License No.41 4167),, President of Tilteco, !no, I(FIcrida CA-0006719). �k- , N . ..... - -f - 1'-+ - -- ��., - ` ��--_�..- �,-Elle -�,- - - I e t , I . - 1�=---- - z-� -x3- 44167 -1. __a�,=--�---� -.'It . , -- 1. - - Z-* I - - - . * � ' ' - �.I-,f'�-- --A *�. '17c , 'I , , ;�� - - ­ - , --- , ------:!�-� ...... 5 - TATE OF � .k; I *I .- 4 6-R715r- " I ,� 1,�, X','-, - 1�,,;�p 4 , So,- r6 ... ...... � � --�Eiz� V . iwlrL� Oi' TIL �ECO ADVON --lEcORDS % P� E. RFPOFtT 20 ,I GLORAL PROT�CTWIN PRODUCTS. LU- � 70 GAGE &LVANIZED STEEL sroee ,PmEL� Eiawc*x,.,-,s,iRc-jeT x2"72mo -,-- --- - "- - - . --­ N� /-9— - ��- ,/ 1 i 1�.,[".E" I, 0-1 �", C-, N -� . _j� , " 1, O ilff TH-5-Til ... f ..... J .. .. Oi� ... I . ...... 11 ... il"i PIRIGIIIJECAUNIS C"ONIPANY I ... - ... - . � - - - -= - .. ----- ----- � - - WA I It lE R A - rjulz a, 11E, PRODUCT EVALUATIO III t"`(`�"LZIOLCI'ai QjtT ,�Iptpr ��-� a-, -� --- �, � REPORT NO. � 20-0727A2 DATE; Jul��127, 2020 PRODUCT CATEGORY; Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL . . . . . . M11111,IC 4800 S,W� 61 Street Davie, Honda 33314 t-PURP 06E OF-EVALW1W This is a Product Evaluation Report issued by Wafter A.'nifit Jr., P.E. (System ID # 19( 5 )6) io 1!h�E� Global Protection Products, LLC,ftuls Chapter No., SIG20-3E Method ID of the Flodde Department of Business avid Professional Regulation This product is being isstue-4 an Evaluation Report as described herein, and has been verified for oomplianc,ee 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 equivallent to that required by ttie (,ode. This Pioduc-1 Evaluation Report shall be subject to review and revision in case of a Bulking Code chancle that may affect Its limitations and conditions 2.WIDENCE SUBMITTED; Z1--=RFQWCj'EyALVATM ,W�CU MW'—'p- E.D.); Drawing No. 20-175, thied -24 GAGE GALVANIZED STEEL STORM PANE12% sinsels I thru 18 of 18 prepared by T'ilteco, Inc.; signed and sealed byWalter A. ,�) Tillit, , lr�, P.E,� dated 07i.7111,020. This drawing is an inte%#j Q15 , Evaluation Report, �k`.(-'WRTM.le , "'. 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I I "� -- - Z- I - - il-I . - - -- -� (b !4� j elA TT4 � - At,.-,��i� - - " ��, I. I -- - -f ulr,or pouav- - jr� -� I r1DA FUIL-IsW, C22E .1 Zo,, I -.- � -r_ - - iu, - �. ,!E�. VT V - - - - - �� 11 FLGP,�C . ,� ­- - rOICRETE OP. Oft �fl HTEI$E� IEV N It'"-:6- - - -- ___2_ _jt���p- cipr,t I- J� ��, L , E/R� R", CONCAM 131,00� . -� N owul `�I 1. ,:TT." �_A�o �. ! '. -, - � 1 - VVE _ IV F, 6 _ A ,- �, - *' � � -- -- I - - T -- --- - -- - 20 GAGE: =YAQ10 SnEL STOW FINEL I � EN "' 10. : -' N01 44167 1 i . NEWIRED j ,--IV "U'd-1 .. - - EEEEE-, Er - -" xip, =119,1'14=9 1 ,Ar i 'I ---� 5 I I 1. � I - --­ - -r , , L 1- --- - --- - -- -- .. - -----t--- 0 , I - 0 �,E ," � - -r Z . 1 * �---- -- -- a SI:xi �,& ... �'. . ­-,, -� �04I -- -­" .. ...... � .... . El "i GILDSOL PROTECTION FRODUMI'S. I.I.C.] ""'' E,,�V,"' = Ic - = , i ' - , -- I . ' "'! ..... '" . . .... .. '�--' _ _I'- I L - � 1E C 0 lxrl� .=iW &A.,91 V"­L I , - - , �� Trsr"* A 00,MIENW; C�my iTitT` PL'XI.�1,T _ ` I , _ ]X1#1L-EQR -1fA;�LR-!ii-REM9P-A1-aFi--QB _, __,_ -'- 11 . _ _ i] �,�'� .r - . 1� , _ - . , , j,.,)_IEM 2,)_ E,�6 , , e . I . � -Z. - ..��,X- � V� � - "�'- mloi�� 'A- TQV , - - , . IL-1 - � - ­­ , 091- -TRACY 7 t " , � � ,_ -42"', -,---,, - 4 ---- - - `A� 1. �: V, - - �'�,` � I . I � - i -i��r-e----W-M- 1 - ��- . - � , 1, 'L ff_� . I 1, - � �- �, - - - I.--- - PRODUC f EVALLA3X-1SY-Eb(jiR]'_Af,, _jQ_t7Z,Q2 7r I 2,2EV.TE6TJM9M1'S; Large missile Impm,4 load ie-�fz weE-F, performed under,'ST10E 12-99 standwd as per section 1609.1 2 of the Florida Building Code- Unif,,-)rm static loads as pw Sectonl7Fjg.B.3,pE�.rASTME-��3C�- Tp-streportspr areadbyAmeTlcanTesting Lab ofSoulth Flodda, Report# C-18141-01-01 dated 0311VC2 v�qlnessW by William R. Mehner- P.E., Soriz M4�IrC'ZT PEE� and Henry Haltom- P,E, and Report N- 021 9.01-09. dated I:ebNjqry- 2:5� 2004� signed and spelea by E�Irnondo � Largaespada, P.E-uld Henry 1-lattern, P,E- Large missile impact end c"Y'clic :loadings per Prutocols TAS 2()l & 203 as per s�aciion 1 Vi(*, 1.2 of the F�oriea� Building Code, Test Report preanred by Arnercqn Testing Lob of SmAlf Ponds, ' Report No. 11 23.01 � I 10 � dated W-ovembar 23, 201 0, sqirwed aryJ seeled by JUR, L� Gonzalez, P.E. Tensile test report No. OCIVI-IiA Liy Or, tMetallurgical- inc., dated March 13, 2009, signed and sealed by Fran�, Grale, P.E, as net ASTIV G-8 and Tensile Test as per OC Melaflurgical Report No. 1 OKM-1 3 1 6, dated Drcarnbor 1, 2nl ill sfrqnwi and sealed by JwyJarJofoiwI, RE as perASTPA E-ll� 2,%..STRV-'TUM-jH,E]N'r'p .JlIij�F - _ ,,R � _I?aQ&A-ILIl;9LA I - -10 : . -K4 On 24 Gage Galvanized Stenl Stcarm Panel for maxinTurn Danei Ion In v� n p i� desig wind load, as well as maximurn anchor spacino vs. -design wind lead and Porte! length based on rationaf and comparative analysis . and in accordance otith section 1604 of the Ftor�d,�j BniITjlrF9 COr10- Calculations prepared by Tilteocr, Inc, IfEsod'018/10 oiEEI 0&12711-3 (for 0'��s rovilsiorij, signed and sonied by `,,Aj--3hcf A 71flIft, J, 1, P,E, 3, MIS ALE IMPAP CTRESISTANC E: Large missile impact unde, ,,�e. n�, I I 6 '09,1.2 Oi the Florda Building Code, as per i- r - SSTD 12-99 Standard and TAz) 2�!! 4,.WLN-V-L-QAD-S. S�'ESI$JANQfz 24 Gage Galvanized, Steel Stc-Erm Panel has been verMetj to ,�E,Istalr, r Ind pressures, Maximum panal langth shall ONE as indfcaltd on s1heets: 3, 9, I v, i 1, 12 and i7 of 18 of Produ4t Evaluoton Document kP F-0.), drawling No. 29=175 Maximum Anchor Spacing nholt bT� as indicated on sfiseu� 5, g, -1 (), I I � 11-4 Ui[V JA and 18 of I& of Product r- valu8li,��, DoLurnent (P �E� D.), drawing No. M 175. 24 Gage Galvanized Sleej Sl:iam Partel has tw.-�,n veInfi-d for code VA)rnplia-E,.E.e. lio - . rz I E � wo rk as a non-porou s ,,.;to rm sh utbor asse, m b �y, as per S-TD 1 2 -99 S t anda r -- ,V,10�401[44��r 0 ,,, " I q . �,�,�,; �, n4� ,f'i ,%s -, �� -, �, - �, � , " IN,-, , ,� lo, - " I. " �, ,,I , I V,64�. � - � - �t - � -1, �� I -- - � i -- - i F\ - - - �::= I - - - , -- t� 1 , -- 111`� . I � � - . -= I - - �2- 'or I ---j - * : * 2- -,-,. -.----- 1; I- -1 � ;F I - --7-1 , "N I r: ,;,Z,: -C �� -� I , ��,o, -S ,Te��, � U �:,., X ': , , 'P e-, � () "4 ml� � I, �'., i�'1111'1 5�`- .. � I ;;,- I'll Ixel, �� I , , N,FNII 1 i�l , ,,`� �/4, 2/4�� 3/4, 41/4, 5/5, 7/1), J!JIQIIELLOLEY�AXA-IN 1LFTQXT2%Q.-LfU#rZ,02 5- INST 11.1111A, 10M ,-A IF I Installa"tor! ����iallk)F-,Pefti,-rg,00<istrlc.ljyirtaQc�:,r�v���ce,�,tithI oetailsinlicatod on �V---ets 3 11,.ru8,12thru 18r.4 18t of Produc� Evaluation Document(P.E.D.), ----inq No. 20A-75. Minimum separation to glass s;h - ail be as indicated on sheets 3, C,, 13- 14= 15. 16 and 1 8 or � 8� of Product EV41Lation Document W4E-D, �, drawing No- 20-17S. 6. MATERIAL CH&RA F ,_S Q$PF -ICATL - .-CT _-Rj�$ . � TjC � � _ANQ ,.�Cjr ON% &h4ll be strictly ir aw-o7dance with General Notes kwd Corneoneals indcaieEJ on &.set I and 2 of I 0- of PmdDot Evaluatlor. Document tP E-D.), drawing No. ->h -1 715, &n--hijr specificatlQns shall bip aj� indicated on sheet I of 18, of Product - � Evm�uO�,,,n Docurnent (P.E,D.), drawing No. 20-175� T. U-NITAI]ON6 N ,QNDITIONS QF,V -�, - A-0-C -- - - � � $E, 7 I Shall be striolly in compliance wilh Goneral Notes No. 1, 8 thru 14, Indicated on sh�jel I of 1 8 of Product Evaluation Document (P.E.D.), drawing No. 20-175 properad by Thteco, Inc. art signej Eird sleaied t;y Walter A� Tiffit, Jr�, P E 7 I 1 �2, Pinducli shall net I,e intd,,�Elkod within HIGH VELOCITY'HURRICANE ZXIMS es defirled on section 1620.2 ut the, Florida Sullifing Code, 7.3, Product shall only be instafied into poured cancreta, ca�ic,,,rete b1of k,and vmod frame structures. Product Evaluation Report prepared by k1a.itei-X Tffltt, Jr., P,E. tFlorida License NtEI 44167), President of Tiltete� Inc �,Flarida CA-OW1i1,719j "e ,� tv, I -I ,,� i4 40�5%i, , 1,V1 �-- I , "' ,," , N'r , I - . 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I -�,.-- gEiMft " i:�, I'Ll 0, I N, EE F-4 � P,J,C- . t�, - , , - ENC31INCERING EXPRF-SS - F3140011i EVALUATION REII Sartiomber, i5,20210 Applicaltaiii NiLlIFTIArl j2fi§.9.,,� - R2 Lil, Plilijj�iriil lillunFIRCE 20-311543 Proolocit 11,191"ithicturec ARAnnerloan SINMera add Wass ManufFictiroarAddivissia; i 540 Donna Road West Palm Berl I 33409 Product Name 8 DNF�ampl 249d Garwarul Sill Sil Pill - Large NINRINI.Impact Resisi Scope of Evaluation, TIES Product Evaktalton Rall is being Issued in occondarti renth the fliquirternstill Wine Plooda Department al 8townwill and Professional Regulation (Flobda Budiding; C-rintrissall Rule Chaplet 6IG20-3.WS, III C, 1l stalleAdde, ac"Plence Per Method t4d) The product noted ablow has been tested arl evatualed as summEll herew to III corepliance with the Flonder Boolifirty Code Seventh Edil i20221O) Had Is III" the plitiocere Nateended, at EI Cirjullirrornin to flisit required Oy Its, Ci3da Rit-o'stillitiarl Ed His 1xv,duct sti all bit leclil o1voiltip tirii nirell Nei do Bukfing Cods nodAratons. of revisil Sobstantiating Datw . FRODPCTEVALUI ,1171YI N DOCUL EA araHong #20-31543bl 24ga GaHnini t;--1 SCHITH Perri twi-iz a hkn,-Hvm.,�� � Siropts I � plopated by Frigureering Emprvns signed & srFarud by Frank Senteriall P I CANn Integra pal of V,rs Evaluation Report- . 110T-W.�—Ponis- UrIl ativilli s���i�r�,tu(alj�'-fl4�qviN��,���!�o His Vean IPAECA �ii Es,lmdancer willis rA8 W2A Ill StIeldwCht :iiiii IEC! leporrltit� AtEtIF-ASGA-1-Al by fitrickwator Thstang, lrNT. Large mrsill ireepact nesi-wanceand Cyclic bading perlortmance has been tested In actoreartrevolin 7AS 701 and TAS 203 tw standards per test niPul #8T-ASG-17-001 bir Blackwater Testing Inc. . STRUCTURAL ENGINEERING CALCULATIONS ShiNtro"I ktagince.���ig,�aV.ii��,���,�r�s trave ClRan prepared which kwarrialle the Intel baser, on mIrinponnive and0tv 'LaWrIF0 allettisit', LD iliul,41HII VIA ICNIFEARno dosignI vltitna� t ��[Ar�x�ol,iii�!ili,il��ll�i�:w��ir,�!��,ti;i.I l 2 IIARLI'll AILOANEI 1510EM 3 hillinkrium GHESS septratION A Arichnit-loadey "-'- - --- 160 SW 12" AVENUE SLIETE 106, DEERFIELD 81i FLORIDA 33442 (954) sl�;4-0660 I (8661F 396-11490 TtAr1I,@irF,-- ,FCx �I�11 I I I �NPICS El 41 L -RIE jl� ��Ql�j r- : , , " rr i ,", i ",�, ,,�`,�l i�,� I �l,F -I-III- vll� I I " I -/ `!,-,-�, �1- ... . �, -i, � 4 -IF;, /,,,, I ,'.,14�: I �� �, . -,;.r-- � - I A F I I �� -N,!. &- m rig- 4� , - , , 11 "It! , , , , . a,.-`- --,) I I �Tl- � I I J - .. I - I, ` 1: F f ", #I - -- --ir- - I- Fit - ���. -,..'�,II,T. -- !a 1� � I , , 1,11 I , �: i . � , I � � - I - , C S I -r�= 4 - " �' � - �, I � ,-: I � . I - e - � ', � , �F, , " , ii -�ntlir : ; tIl- �-- - --,-11,1 / 11 X-i -1 I "'i 1 14 rX.� 0 1-1 -I�­.,�,r - ,;�,IIJT - 11 - � ". �A� � I �� " - I �r - --ill-I -. -.-, --lim - - � - J � - - �Irl C�11111'.Ili , I'. � �4--- - ., - 11 - - -Null - - �Y��- ;:rw &W,4AMIkIl - 41i 1�1 - �, , ­ - ­ - - �x III, - - �,--- , -4 I � I I I /- � , I � ", , � .- I I I - : - , OW0, 11 I - - i , / �r"", "F" C� U: I "': � - 0 r ' :, - 41 "'.114, I I - FC &�n In QE��- � , A t -;��"'j���"L���Fll!!:I:!�'�,,,,��ll� I 4 R, it I �L "" j i � I ::I, [Ijige 2 of Z � All Arneneati ShHutcrt and 1i -- 24ga Gakanized Siod'Swry" Franck III 33% increase inalforitable stress has be" HENIT) 'In the design of Thiz product Fieprivianier. Ir- CHONIAl Hot recut red for enelialliationts GIASIAW elf Atind ZONAR 4 and ressinhill faunfiltileff Impact Resistance Large, Irripaill Reakiterril has been riterrionstiortod FER, evirdienced I prowtokirl listed tel spaihsli. Ran CA asCoHribrel tW'FINNIFICHisperissignoIL'ItS In . product Wind Load Resistance Thl prol heis HAI Coirsitereel 'a resist wind klaxis as Indicated In the spart --chedulle(s) on it* respeave, PIO*; Evalualfion 0=1MENIN (I IL a-Arreirors; doinring) instalfation ThIs tProdu 0 thallit tire kirtholled in $I TrI qiFirlipiliance With iti, 11 101IIIIIIIIIIIIIII L PI WAIA1 ll::.::���:��1111,111���li,Dll'� DOCitaltiffill 1111 0 it, F, III Nah"l deavdtqy�, ansing MIN AII eitirntirrinvili; littled flifi PI oduct Conripoinents Chat be 01 the witili spawled In that pvtch ,ir s tespecIlve Pi >Juct Evaluation DoCHNinarril dAR edIfINIVIIIIng drairring) Limitations 9 Conditions of Use: Use ot khris product sball be In StAct accordance Intm tim rerspeclAve Prodi.lct Evanston Detiltmern lte engbon. rind drewol as noted herein III tertillpitirtiti; lvirl strudall ED !it iftil No dessilorl To tForils1i atl suceirderriFF:ITilil im"JE'arvi strifliIIII bre M A� tF ii Wecti��,l��:i��.1:1�o�,��jui�:�"�r�zl����,��ili�Nl�4,101nc:l�iwsche,d�A���I i���:�U,4:1!��,��L���:�Ul�o�CN���lidtl:l�!iiii�!�i$�llbl'��l�l[A�lOrlICI'�&Ul�C":�'�LI[�'J�Lt�CJN'r Annthat �uil�,��r,t,154MPHCLveon,;��r�ht!s,��4�qhd�uh-t-'rk"Ot,-I�d4�S[���nRq��r<941f����9i�O�'?��Der,l�ith:�S��U��'Y'OPF�IX$tf-"Fl� ptolersaorint engineer Ad cohriporrents; which are permanently Installed shah be protected against corrowl Contamination all other such damage all at times Ther produl ties been dresigned for use viathIm and outWo Inn High VENINNeq 1-tiorturel Zone jHV1l Rtisprii��OI . - � - - - - - - �- - - ----- � - � - , --% - -- � - �� - � i 11 -, . � :7�� � - ----.1 Frank Berinalfil PE ENGINEERING ExPRESLO �111"1)044I 1 ('C�n Audit HISX� .---. 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I = �- 1 1 N .1 ,a . 2t2L - . --- - ------ � -.- I ---- - - - -.- --- ---- -.-1­.­-­­-­-L--- ' � ---- � , - I ,,,,I, , -L-�, r - - 1�11l Ill, I 1�1 I, ,, Til ------ - - - --.---...-, ---.- ... ..-.---. � � -;Ir,rli:` A, - - - -- - ---.- � ------ --- ..-,.-r,,, =-��-- 1, P�� ,--,.., `S,�;.' I,, .. [I. � I ALL AMERICAN SHU-FFERS AND GLASS MAXIMUM ALLOWABLE , --L;L� ,�, ,,,�. I C a - � , - 2 9a GALVANIZED STEEL STORM PANELS (HVHZ ik NON-Z�IHZ) � DESIGN PRESSURES. --�,:;;.'j """" 3 -- - --- `��,;-�,. ,�-;4%,-"c, � -� I — . I - --- - . -- FIS NOTM I Di DESTGN NOTES: L-!�Ilj SO .-.------- xTri � �Fel ';; .-. - pt4jil,rE asto ot�tl E DESIGN 11112"SURIll CALMLATE0 . UNUILIT1,50 - L EP - RTC I x Tz, ,,,ig , . Ei ti SpIlii � - "' I, �,,I.T 'CORVAN7 IFI TFIE. - - -Ip 'TF 'P111111"41'13TEMS DET5 "I'M PER 'I,., 'INEEPI Jill jo`� � A's 4 ; W G01111PRICING CCO�, M'StURE V, R I Ertl tIVEFLINT (CONIN - TI, F Il� Dri � 111111 $� 1! NED I IN I " A FDAIII W ,I, S11N, T FUND, 0.1" "Ot , i " T,PIC AS Pi 010911) ri�[l��LOZIE���r,',tiL,V�tt4rC��C.'C�K���L�),Ca&--'-4��A t-,.�"tq�; SRI: ii W12JAI 120 THF NE -MICE Of, NEGATIVE Ti VIGN 1�1 :H PR At I - DEC Lk- i I I" - a I -513ILTSV0110VASHERED AA35EEI AS SN'MR, I � ,,.16j�, � � I t I ,/ Alism Ts IIA'STENI 0 I S -, 2 � I / 0ITIritfil 0 KD�,PAN IV�- � I - i ,E2 - I / � GENERAL NOTES: . - PFFFNAI 51,Aki TAXIFF, . y W. i / I . THIM SMIRCOFECIATION HAS BEEN DE Sroll -11. SH -- FAIHLRI fit 1. � ? ACCORCIANI WITITH 1"L� 'i EMITS 0 F THE �-�=- - 1��4pll COVE 1 V . w . -.5 i , -1- "I - - � a ! I � A ---- C ... 4 wtw S��E�E�.CVIZ.m� CONSH011 -­ - - I . I Jill Cl ---- = - -1- rAS Z03. PMO AND 1-3 ,--AT rK01l I,$' CrINLIFt'= �11 -- . -;rf'J An .. - L i I, . ----v = I �­ M . - ; IF . 1 � �� M To �� LOCAL 8,0101I COVEAN E CC OLCH AY --- I i ] PIPLY, T' ROCR WY0ifloAS5T0TWNH!0!1NiaAA-KM- n I LA i f -- 11 h I r-El PoorTIM Z7r'9LTYA,V,, SALral ENINIMEERINEO, INSFin USED lis:11HE 2 I � � !, IF 0 ,ILI M10 11.1i lurFEREA, III ALLOWASLE STAESrr H -P � I � " I Cry - owmi 1�1 RECORD Fl THE INWECT I .1, - , 1� THIi"APIV i731-!'116,NiErl .1 I � SUPEASJUCToRE l LH A, "Ic" TIHTS DESIGN r. USIDS11 I t1=111111,10 2 0 - FORT), INTBERfirl I 1L I I I �1 � -,---- I ,C ALL SUPI'Gril 50MRAm -to T'all Of, YNH ,,, I I n . I � INHAI�IHF COORDINATED k" NE PERRITITIRG CONi # �. A WAN-C -,--1�F--.fA19r1 119111PIVE1.1 TOCI No I%gllll III 1. - 1, � eacint Tooeol�rrpRc�to.mr,en2c"GNSIOASPA,r-CONrOk 0 . I � -1�7- � ( liselh. < ON TACT TIl ENGINFICA POP. ALIT EMATIF 51i �AILCIALILTIONS AS * g �: - &C"Tcm mclon' , , , I �� ) MAY - 5 Z I � CoN t, T'P'. A--- ,�� A t 5 Illf"I D E %UIrRi � I S AL � I'Ll � ,�n I , IS IIEIE� _ � Il P I IT _ THAT 'An'Toe M 0 �� . Li ;z - INFOaN AF�ICN ,�-N � �K�CiTC S� MR. SITE Coll P;L�FZIAS �OEEFEEI Fill . . n19 CON I HIF PoIN, A 1.1c"suo ;FN',;,AFt,g OR F=W'll IN � MAP3, So M 7r, S P 9 I I FI C Cl I LOT ICIA 1; SE I It ; �� j i MAY ME AT T��- - -- - AM KrTE4401iM r- i �� t I ir s,FLIF-TrIl CONJUNC'no" "Fmn THIS goau'Alf," =) z 1i , I q ' - 1. DF-SiEslit F-14-55URES TKITED HEREIN ARE RAISES ON 11i,MMIM IFE,51I = 0 , � - -F,III P I c- ,;II�f FACIC A, !:z ,� �� I, ill I'\ AL. VERTICAL M011 ELEVATION PRESSURE!, DIVIDED OV A 1,5 -A. -1 I 'L o" I'A"g,TgIrr 11 ,�3 R�'t,Z&f=g'�r"S, di"no L41 . , 6 F ii E �i­ _ n� I E-4-1,1ATION IT - 0 ­ R*1156 - i i! , A "i N-2 O FIRDSUN-RERIS".1" m Fill M , , . Co " LICUAL AND " AL L in. r1i r, A, - �-, A r1ill . I � FOR AIL1013 10,140 ICER UCTURI-7 SCITTEl I � ri THE AI.I4.21N - ASSOCTIll 44L . X '1 I IFIC, � I A 14 V APITI -A& E R3I STATE, A Notorr, Lac &I CaDeg. I I A, - Tr MOHNIF u A1-- STORM PC-- NAIL ICff;L4r,A STEEL I- DA1- - - � � I I -I IF 5TO.. IAN- - �,Aix PaRro- IQ A,�. '0O ST-.rrALQ-U" I - w � I N TV C��\, i . ) �,=I-C60GALVAT12ZZE9C,.ATff1eWIIA -. - -1 "". I I -I AS RE q kz= I 10. A,LLA4'JMHIJM.'-I��,�4;i5HA"V,E"if�'�5'3U-,���A'L��-iN�ALLVV. M: - I I NNN-9I Ni 6FFl < � I 1 . . I � � . C641 I I - . , i . W-1-01EI 1 HCHOI �' I - FAZE -�, I ,� -�-- - I 1. ; I I , � 1-t4GUNT E 120i lAFFi 1toit . M I -� CCIMNIFTEANC44, , .It I - �'111 N11FLIF, IISTrot 1HAU Fill IPIFIFID"1.,IF 15 n; i I � Icmo r.rF4 NON-CRAl�XIII CONfIrt", -IJILF� MSIALL ALCC�Iiijj, YIEII� F-fkFAEIEF -11� ,.---, I r LI 1! i !� i 5 1 00,i,lkppll�4!1'1,11��K?�?l�',�-!V:EEr��.'Al�ON6T,j W, ,� - ill I r s 'N I I -1 I f TI -- `. Er; Ki No � ,A,�-. IT, � I � ­rl - j 1 . ALL ��ll I � z 3 THI 14 1 - A 41 F . C'.� 4 Fill, , ] 1 I IFEAVINERSFEl VIS&I-kFAWHERLICSTO Pti rEFEt7kQJ-YM �C I M Li �l 11 -Q �ix � . I I - :;F'f. . I ----OElt.TRUZT -4. R-E - � LL R . I . El UP Z -7d ACIFIDflita, i WO VALIDATES �, CWTVIVAL VES"i AS I P �'. I I -- 104 511000 01ILL UM OF �LC 5P�-TFICAFION UY C04-Fill Il at ! . - - -- " � I ) It$ RU-1-14 1 IN Mkf VAR? � I 11 ,',III -11-1�!Qlil-�1�4 -.� h - -- � [I OC-I 01�1414]Fl it SIll ,,.AlrN.m.1 �S 5IMINHITAL �- ALL COST & tAil 1 �12 Ci�n I � ; -� 1 V 16� - - I�ILLWI LEC�Fft-5 FtC A�'E- LATE FEES RESULTING Fil KATERTAL , - I i . m . FABAMATIO11, W-­h ER �- �2! L � (OLISTFI FIW�,Icf-, EALFON I 1, z - I \ I 1 I . . :;I'M,- � � ,T��Plllll T41i , r I 1 - -, � I � I `�, LA V LLED 10t " L" STA �- & IT El ,111:-�- I Oft- I . S - it , - - - I - "I 1� WIl IS CA 1 � I C I , 1 N I -N 'FARTIONS oll i i I I . N AS "TO 3 5 EI � E---' ' �RCFOC,elr) HEI W A��- I - N. . I I, 1, , 711,-AIIINS�E,��-rE FINFIrITEWITIL, 11 1, , I I 11 Il'-,F-11-, -��- a 1,r, �-rrt FI�"-111--- ��CI,C` i t � I I I I . I r �11111I 11,011 ""'I'll r F I F, �'�,, !OVALICA71! 1h"5 CrNrr-- i It I I ,I 7 ll,llji(l� -,IIIA: I aF 7-F-�T�,�,,,M,ri,,NRR Pc,7,ii Ar 11 Pit I I� i 1, 111, 5I 13 I ILT -I -r�irll 1: E CIPH A 1� - - M ,r , 1 I i HCTT�Trl PIKAIII-A tooiAll-," ISFF)ii'�l 1 IF I r . I THIFFI�ill�l''n,ll��,[Zl,lq�l,,---"I, f 5 -.1 FQ: AS It EqQ) Il Llil'l: jr i'll 1,11I F�l � LLir�rcl FTiI, AhO C1.11ISS A C 3WKTWl FILI rii, �.'�jl,Fll ? A - - 'Illir IN'l I � , .101 l-l;7,;FLz;=,=,- -.'I ,Z,..,.. : SL ,[ Clipildi �.- MICH ii I�Ell I" 1��-�--,,�'; "I ,ITS IL41TS ,I, I I I 3�1 lik�' ��`F IIII11 IP�1�� 8'lr'4�[- NILIN CAR - SCONAKINEC � -0111DIND TKAT CONNUCTKIFIF AMID WASHEPIED ,-.22::I: �. .. - ­l==l=:=-- i -W-,i%�;P;A�'kEv�ED,��q�C4�SAI;��'F ilANcNi ff*TFNP� A - - -';yEFH ---�P�?! �Il- i SPANS ABOVE& BELI - - . APq 0 , - � 1t;t; CtT-Trall lb,z - - MILLIE, I 1 .7 I - - 4MOPIOAT, �--s -�--� I'l . . VISIT ECAL-C.IC031543 a �jffl "&LkmLqm",) -, - -- -- Fl-I � -- 1� - � VERTICAL MOUNT ELEVATION " - I i�- �­'l I L" - . . . . . � � .. I M. �, �-- i ['s , " M. - q /"T-'� (NOTCHED PAII�L�.-- ,--�Cl -, ­ W "/� !� �,� T-1, -AICIT- ­ -­, ­ L, 4 %,. �j N 74, � --- � -- ------- IMM 'I ir � � 1w - ---- - ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAjk=- WANEt- ----.- I - i 14TVNIUhl 1�11-�M AWN�l c IIAI Ell GLASE � I,4hr! Nor"HITOEI FWr FACAHTLII , I - l � � 1,�I�A'Iil� � I �� ��C _� ­C, , __ ­F�,i ,I",4"T1IH1'Il'II`IF`- ­ - - : ­LI L'­ , 1,11111h, III I11114110-RAII117 HATirl, Aillihip T!IIWQ� : 1111C I I .. -- -1-1 I - I- - - - - - � � �ll�ll�ill�l�,l�1!11�,�l,�:�:11,��115I III I l :�.10 - � , h III, II, .1 IN'l, " -, - � 'ay. :l, 1 � , - 5 Jz I � , 1 1161" " I-- ..- , - - - I ----- - ,I 40 I Fla U'll, I I - -- -- - -- -----=-H --- -116---- I .1 45 , L-W11'. . � 16 I- -/ SRI ii �,( 5A , IEK� 6�m - A 1, 11:1 I I. I - t - �- � .- --- - ,I � � ,� - i--- - � - � I- -�-- ;�-i-,.- f , o $1 I- - - 1:1 %l 'i - --- I I I 1RALL I II It . I 11IFF r, , . - - - -- � -,`7 d � -1. - . .. � P, -trL..-------. -1!iIA I -... --i I 3-PAIN -QNEL)ULE NOTES: . I EN-1 ELF 5PAO SCLAICUU, ., el DER". '01t, 4 -I "A-TENIRE, 511AC1.114c, to crimri -.Emr-1 ALL A?All STCC H PAW- - I�11'i -rliri ;i� i- ,LFI�Alml fop''OE's orw- - -� i 1 , :I TAN, ON Il T a i I " :1 - - "I` 'i I I - I " 71 ` ITUDS � I -jgfful 94 I,,,Ur, I r4 TING Ey nFUSTON-1 EW-4- -- , - , I LISE IiF - OC 11 - -��-- - - - - , r)II VAL FIER FOF� i � �, I i ALL 'k EAl � I VOCLUDIAll bLifil a,;T CC41011 , , 3 uIlli I , � -1-ANGN ENETWEIN LOACIS 15 I � A-CCEP-, I � � -( 115E 11F11 HTSHIER I O-D I � I - �, I � I - I ; ) � ,IMINIMUM ALLOWABLE SPAN SCHE' I - I . �- I . ! 2 1 2 TOP MOLINT . I . -- --- - -1--- -1 I - I I C ! 41 I � I I- - I , 4 111111 ,E�i i n , i li� �� � ll 1� Jill, ,, � ,�� fl I- - I i- � �� . . .... �l I !I I i � I �, � � �, 8, !�l! 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Ll.iiiiiiiiiiiii,. 00 il,'li I 1;, t '­� C 9111A 6 i 1110 lk ,� I = LU 20-31543 � i!I �', - . iE Z�---J- N-ji.exvftjr� I ww"'W"iiiiiiiiiiiiiii"ll' � < —I-,- , i I i I 15 .11A4 . 1 :E � --I � iil 1 �,Ii�'L I �l I � z z � � — -- ----,, 4 < N, F�l L -i n rr 'I SHEET �` . NO. 0 , 14 - , 3 � # I .4 S--, H 1.5 �, . 3/8"CEMENT PLASTER 12 MIL DPYLO CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT joiNT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW SUCK -2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF E WINDOW FRAMI �N' WINDOW SUCK ACROSS WINDOW BUCK AND EXTEND TO _WINDOWFRAME ATTACHED PER GODE 6) 1 OULED SE,�%LAITII` 13 REQUIREME111111 8 BEAD BRIDGIN CLADDING AM39VANDOW FRAME 3) SEALANT NNDOW FRAME T( WINDOW BUCK ALL THE WAY A[IOUND, INCLUDING S �LL. JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRuc­rALA,rH TWIN TRACK 2.5 3W CEMENT PLASTER 12 MIL (fnin) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALAW SOCKET WITH TOOLED APPROVED SEALANT W gig 0 JIM WEATHER RESISITIVE BARRIER WEATHER /E BARRIER & !ARILY SECURE WOOD FRAME CONSTR EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND U1 WALL BY 6 IN - WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS - UNDER DECKING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1� Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing Installation 2. Self -adhered flashing plus head flashing under weather resistive baffier 3. Fold weather resistive barrier back over head flashing and seellwith tape 82, SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpo A E.XTER*R SHEATHING RIEFEATO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 00 NOT FLAi5H OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail instructions Refer to the number �marked as (�) in each detail that corresponds to the numbered Items In the list of instructions belw 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water sheddinig laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of Installation and to minimize scuring cuts 5. Remove all release paper per standard installation instructions and adhereto substrate using a square piece of flashing ITIOtieriall (6" x 6" Minimum) 6, Fold as shown by arrows 7. Angle of carrier may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE 2x FRAMEWALL TILE FINISH 1/2"DUROCK— SELF-ADHEREO FLASHING 5-1111-2111 R Hit &EATHER RESISTIVE BARRIER EXTERIOR SHEA-114ING ADHESIVE TO BE APPLIED UNDER 1141'-1 BEAD OF CC qSTR: THRESHOLD OF DOOR AND RETU R UPJAM86*. USE LQUID NAIL BRAND ORECX IAL WEA I i-r R PROOFC G SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF J 1.)ISTS UNDER DECKIN(., (SEE DETAIL WP'.1.7) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK Z Z 0- n, X M UJ LU 0- Lu Q ing U_ Lu WINDOW UNIT FLAzr'*)*H1NG REQUIREMENTS Dr /--L,:iOR ROUGH OPENING SLOPE 0.3 in - 12.0 in R703.1 General. Extenor walls shall provide the bul�ding with a weather- resistant exterior wall envelope. The exterior wall envelope shall 3/4'-1' BEAD OF CONSTR, - 1 (0.6 cm � 30.5 cm) include flashing as d4escri bed in Section R703.4 2 ADHESIVE TO BEAPPLIED UNDER SELF -ADHERED FLASHING3 THRESHOLD OF DOOR AND of RETURN UP JAMB W. USE LIQUID R703.1.1 Water resistance, The exterl wall envelope sriall be designed and constructed in a manner that prevents the accumulation of water NAR BRAND OR EQUAL WWHER EXTERIOR within the wall assembly by providmg a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. draining to the exteI-kar �,vater that penetrates the exterior claddirig. SELF�ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water- re s istive Darner. One layer of No. 15 asprialt feit, free frorn holes and oreaKs, complying with ASTIVA. E.11226 for -type 1 fell or other I SUBFLOOR approved water-res�0ve t)af"rief shall be applied over studs or sheathing of ail exterior, walls No '15 asphalt felt sha�I be. applied horizontally . , with the upper layer lapped Over the flower layer not less than 2 inches. Where joints occur, felt shali be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No-15 asphalt 7 1 shall be continuous to the top of wails and terminateal at penetrations and building RIM JOIST felt or other approved vvater-resistive barrier mater.'al appendages in a manner to ineet the requirements of th(-,� exterior wa�l envelope as described in SectIon R703.1 sed R703.7.3 Water- rest stive barriers Water -resistive barriers shall be installed as required in Section R703,2 and, where applied over wood-ba sheathing, shall include a water -resistive vapor-perrneaNe barrierwith a performance at least equivalent to two layers of Grade D paper. The -individual layer-, senalt Lie installed independently SLIch that each layer provides a separate contiinuous p,laine and any4flashing (installed in accordance with Section R71035-4) intended to drain to the water-rest-tive barrier is directed between the layers - SELF -ADHERED FLASHING Exception: Where the water -resistive barr�elr, that is applied over wood -based sheathing tias a vvateir resistaili"icle W F""O" 02 CEMT'. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WPOQ v E equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. 'ERF0 THROUGH SELF -ADHERED 7 i INSTALL SM F,ADH NEECIED M CORP4ERS ASPHALT ADHESIVE ADHESIVE FLASKNG JAMB & HEEAD P_V FLASHING R703.4 Flashing, Approved metal flashing, viny'. flas-zhing seff-adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE D�ERED SELF -ADHERED FLASHING shingle -fashion of in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Cluid-applied membs nes FLANGED WINDOW `F I -er's inStrUCtions. All flashing shall be a (S4, DETAIL Y6`0 I pp�[ied a manner to prevent the used as flashing shall be applied In accordance with the manLifactu; I SCORED entry of water into the Cavity or penetration of water to the building structural frarning components. RELEASE PAPER Self -adhered mernbr nes used as flash ng shall comply Nith AAMA 711, All exterior fenestration products shall be sealed a- the juncture with a (REPnRE FOLDINO. SMWE the building wa�l with a sealant complying With AAt%1A 80D or ASTM C920 Class 25 Grade NS or greater for properictint expansion and EXTEND A NIIII1910UN416" RELEA9EPAPER TO D�PC*E I ADHEI.,NE ASSIHOAN) contraction, ASTNIC12,81, AAMA 812,cir other approvedstandard as appropriate for the type of sea�arltL FlLiid-applied membranes used as VERTICALLY FROM. BOTTOM OF it Cornplv with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings I flashing in exterior ivalls shat THRESHOLD E lons� shall be installed at'he fo"ol� Ing iocat Wr 1. I.Exterior indow and door openings. Flashing at exterior window and door openings shallextend to the sufface of the exteriorwall for subsequent drainage. Mec anically attached flexible flashings finish or to the 1.,,, -resistive barrier complying with Sect on 703 h ly i shall cornpl' w th AAMA 712. Flashing at exterior winclow and door openLngs shall be installed in accordance with one or more of the fbllow�1119' 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 1 . I 1�i - manutacturer's ristructions. in acc-on-4ance with the flashing manufacturees instructions Where flashing instructions or details are I I i -ing -ie s -�or loor i.)per-1 kigs, Pori flashing shalI 1­�esealed or ncA prov tded:' poll fli"I"011, I shafl be iri5tt�,ilileoat tl s0l of e,xtei vvindow andi i. I n such a manner as to direct water to the surface of the exterior wakfinish or to the water resistive barrier for' subsequent slope 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides- 1,2 1.2. In accordance with the fiashing design orrnethod of a registered design profess�orial, 1�3 1.3, In accordance with other approved methods. SELF -ADHERED FLASHING 1-4 In accordance with FMA/AAMA 100, FMA/AAFAA 200, FMA/WDMA 250, FMA/AAMA! WDMA 300 or FMAJAAMAN"VDIVIA 400. INSIDE CORNER -6 WP05 WVW PO 2� 2,At the Intersection of chimneys i,,)r other rnasonry (.:onstruction with frante or stucco walls,, with projecting lips on both sides under stucco cocings. Ground 3.3.Under and at the ends of masonry, wood or rretal copings and sills. 4.4.Continuously above all projecting wood trim. -�re exterior pon�hes, decks or, stairs attachho a wall or floor assernbl of wood -frame construction- 6.6.At wall -nd roof imersoction-$, Water Resistant Barrier 7.7.At built -In autters- LF-ADHERED FLASHING TCH HERED FLASHING WP08 -Ell PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT STRIP OF SAF Cti1dUNAGE PI�A'14CL VVRI3 WRAP DP WR8 ONTO THE VERTICAL. SURFACE TO TOP OF FLANGE AS AN AIR BARRIER Sheathino A 4�' 4do I Foundation Wail'A I! . -1 4, THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTc ACCESSORY SOFFIT/cANTILEVER SELF ADHERED FLASHING (SAF�) DRAINAGE PLANE (DP, WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SFi LATH PLASTER ACCESSORY SHEATHING,'OW, PLYWOOD, DENSGLASS ---STRUCTURAL FRAMING .:E"TrkI,ICrURAL SHEATHINO ___�STRIP Or SAF DRAINAGE PLANE WRB BOND R-REAK'WRB SF LAT H ER STOP NUOUS BACKER ROD LANT \mT10tiS FINISH Cement Plasw In accordance with ASTIvIC926 over wood 2nd floor 7,18" C 41 accotdance. with ASTMC926 `aftba(,ke�- trietal lallhe In acc)rdance t i,=A,-_,1 I b irVitr; t -TMC1033 g 7/16� 0, S. B Metal Flashing Wee7r'Screed installed As Per Manufact. ',`)Pecs� Ma I n ta I n l3iotto-n of Weepi Screed I 1!2-to 2" Above Poot ie building paper and metal lath must t stalled over the top of the weep screed SCALE: NOTTO SCALE �0 4 416 6 db UL 2023 7/8" Cemen laster in accordance ith A, S'T Nil C *926 Felt bar' .. Aual Re ew Assist, Inc - lathe in rd W co pleted and approved w0J-) AS "ince wit 11 r co P I the 2020 FBC 7th Editioi Building Pa el y Debra A ne Kjahr PX2300 7/16" 0-S-13. Sheathing -tarnpede or similar 0" 11111116 cauk bottom Joint oNy Weep Screed Installed As Per Manufact.. Specs. 1 /2" Cemeentitious Decorative Finish All inside and outside corner Will need to be mitei cut and caulked all butt joint. to becaulked using Stimpede Or sirn. caulk for all Z a 0 O 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'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN---------___ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"= 1'-0" HEAD WALL L•, M11 u%\M 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 FLAS73"UP CONT SELF AD FLASHING TURN WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN-------____ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- 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 STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"� 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 TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING-- STARTER STRIP---- 00 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 Z TURN UP WALL MIN 8" 00 ROOF SHEATHING PER PLAN RAKE WALL ITAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8" FIBER CEMENT SIDING PER ELEVATIONS --- WALL SHEATHING PER PLAN SHINGLE WATER 00 RESISTIVE BARRIER OVER FLASHING---_ TAPE EDGE OF COUNTER FLASHING STARTER STRIP------\ COUNTER FLASHING----_ CONT SELF ADHERED FLASHING TURN 3" UP WALL z SHINGLE PER SPECS-----. 00 STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8' 00 STARTER STRIP 00 STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2"---- CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION CONT BUTYL TAPE SEALANT PER INSTRUCTIONS MANUFACTURER INSTALLATION INSTRUCTIONS 00 'Z' CLOSURE co Z' CLOSURE STANDING SEAM METAL ROOF PER SPEC:i STANDING SEAM METAL ROOF UNDERLAYMENT TO I� ROOF PER SPECS ------------.TURN UP WALL MIN 8"� RAKE WALL ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN HEAD WALL ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS N R730.1 GENERAL, EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A CD WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. -0 > O R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONEDCL s— AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N O_ O s O L WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CU -0 n EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U U) THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 co Cf5 R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM -O O O .� HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL= O Li — EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE CU O } ' L� O CU UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� -0 E O CO JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED a) Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE L 0) 0- Co 0- BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F-- -0 ._ U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN °' ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ``' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING I iAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 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 INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP 13 BUILDING STRUCTURAL FRAMING COMPONENTS. 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: 00 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 co REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2 2023 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR MET L COPINGS AND SILLS. l 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. Virtual Review As ist, Inc. 6.6 AT WALL AND ROOF INTERSECTIONS. Plans Review complete and approved RAKE WALL 7.7 AT BUILT-IN GUTTERS. for compliance with the 20 0 FBC 7th Edition. by Debra Anne Kla r PX2300 i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED.co O 0 w z z _1 d SHEET NO. SNP 21 v CU O L 0 O L n N co im I 1 P I 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------_.. WEEPSCREED— 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 3"=1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---_._ 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—� COUNTER FLASHING 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 PER PLAN--------- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ,LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING LAN =DGE UB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD >EALANT 30'J' MOULDING OFF BRAKE METAL IN CO ON FRAME - 7/8" kT SAND FINISH STUCCO 'LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN RAKE WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAIN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR------------- TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" HEAD WALL WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING 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 PER PLAN---------,- rn FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703,2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS, EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. 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 INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 COMPONENTS.BUILDING STRUCTURAL FRAMING 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. O N cl) Ca > O N U O O CL 0 O. L (1)C) cu --o: U) � C= =3 M o. CQ to O O Q C� O O Ll- OO O .� U) O Q !E F— U) —0.—' 4co C!) Q . Q a z z W J I P 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA JUL Z c1 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 METALR/\ COPINGS AND SILLS. 14.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. virtual view Assist, lnc 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A Plans Review ompleted and appri WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. z�r©mptiante h the 2020 FBC 7h 6.6 AT WALL AND ROOF INTERSECTIONS. by Debra Anne Klahr PX2300 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. cn c W V J co 0 L r1 0 0 Mcu W C 0 SHEET NO. WPI 2.1