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Home My WebLink About6648 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHINCAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS COVER SHEET AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE ALUM - ALUMINUM # -NUMBER A2 1 STAND 2ND FLOOR PLAN AT -ALUMINUM THRESHOLD OC - ON CENTER � 2020 FBC PLUMBING RESIDENTIAL SECTION 604 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 DETAILS 4.0 PLAN REVISIONS AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 1. TANK TYPE WATER CLOSET VOLUME A4 2ND FLOOR - ROOF FRAMING PLAN AVG -AVERAGE OPNG - OPENING 1.6 GALLONS z A5 EXTERIOR ELEVATIONS & ROOF PLAN BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 5.0 PERMIT COMMENT REVISION BM -BEAM OPT - OPTIONAL A6 1ST & 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 INTERIOR ELEVATIONS BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. S3M/S FOUNDATION DETAILS BTM -BOTTOM PED -PEDESTAL 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX BUC - BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES S4 FRAME WALL DETAILS CAB - CABINET PLT -PLATE TO BE CPVC S5 ROOF FRAMING DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT S6M/S WALL SECTION DETAILS CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS CLG HT - CEILING HEIGHT LB -POUND JOBSITE CONDITIONS CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT ST STAIR DETAILS CL - CENTERLINE PSI - POUNDS PER SQUARE THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC S11 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED RESIDENTIAL CODE S12 PRECAST DETAILS CONC - CONCRETE PB - PUSH BUTTON CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.0 PRODUCT APPROVAL INFO CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE ❑PORCHES AND BALCONIES PA1.1 PRODUCT APPROVAL INFO CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.2 PRODUCT APPROVAL INFO CTR -CENTER REQD - REQUIRED PA1.3 PRODUCT APPROVAL INFO CJ - CONTROL JOINT R/A - RETURN AIR ❑ HANDRAILS - CHAP. 3 DP -DEEP OR DEPTH RO -ROUGH OPENING PA1.4 PRODUCT APPROVAL INFO DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL INFO DIA - DIAMETER SC - SOLID CORE SH 1.0 HURRICANE SHUTTERS DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH I A HURRICANE SHUTTERS DISCON - DISCONNECT SCRN -SCREEN SH 1.2 HURRICANE SHUTTERS DW - DISHWASHER SIM - SIMILAR DR -DOOR SHLVS -SHELVES ❑CHIMNEY &FIREPLACE SH 1.3 HURRICANE SHUTTERS DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 SH 1.4 HURRICANE SHUTTERS DWG - DRAWING SH - SINGLE HUNG WINDOW SH 1.5 HURRICANE SHUTTERS EA -EACH SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS WP1.0 WATERPROOFING DETAILS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET WP2.0 WATERPROOFING DETAILS EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED WP2.1 WATERPROOFING DETAILS EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND FG - FIXED GLASS TOC - TOP OF CONCRETE INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD FD - FLOOR DRAIN TOM - TOP OF MASONRY GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER FTG - FOOTING UNO - UNLESS NOTED OTHERWISE ENCLOSURES TO BE TEMPERED GLASS FIR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) GB - GRAB BAR VIF -VERIFY IN FIELD GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: GLS -GLASS V - VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL HD -HEAD WL - WIND LOAD HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL INT - INTERIOR WD -WOOD CORE -STUD LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: MATL - MATERIAL MFR -MANUFACTURER A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MECH - MECHANICAL A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MTL -METAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MC - MEDICINE CABINET MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR MIN - MINIMUM 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 SYMBOL LEGEND. FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, ❑A = STAIR CALL OUT HEIGHT OF A13<---SHEET NUMBER STEP DOWN TRUE AND PLUMB. 1 INT ELEV NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING FOOTING CALL OUT - A = SEE FOOTING STEP DOWN ARROW SHOWS CALLOUT ORDER: C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES SCHEDULE DIRECTION OF VIEW C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS ARROW SHOWS INTERIOR ELEVATION C.3. FRAMED WALLS EXTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C,-ELEVNUMBER CA. FRAMED WALLS INTERIOR 1 C.5. DOORS AND WINDOWS A9 ARROW SHOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT O = OUT - SEE LENT EL EXTERIOR 1 UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER A11 SECTION NUMBER E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED 1 < ELEV NUMBER SHEET NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF LG-2 LEDGER CALL OUT - SEE SHEET NUMBER THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED LEDGER SCHEDULE 4 A15 2 G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, ARROW SHOWS LOCATION OF CUT CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS 3 DIRECTION OF VIEW AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING MULTI VIEW INTERIOR SECTION THE DRAWINGS. ELEVATION MARKER MARKER JUL 2 1 ?02 VR/\ Virtual Review Assist, Inc E N NAF48M Plans Review completed and Qved for compliance with the 2020 FB47 h Edition_ by Debra Anne Klahr PX2L o co LENNAR TAMPA DIVSION ..�=3 i.0 4600 W CYPRESS ST SUITE 200 Y. NOTICE TO BUILDER & ALL SUBCONTRACTORS TAM PA, FL 33607 813.574.5700 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 1871 ATLANTA 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 04 o 00 LO VA � r , Y� Q V�pjb O 6 w 19 z In •� LO U }\ ' M N d v) M co -�- m a t; E -E m 4) Z '0 t Y/ � O � o o O �� Q W MO E� L P W W ww LLJ of zx J. zW _ _�o I�,Lo00 Q U)xR00ZomZ1 LLj LLJLLa0- C'1 OZ �0o zY�z0 ~¢WOWH w 2 U Q Yay ¢o 23 z O Q O= Q LL �¢LL O O N W I- > L'r) (=) O ro O Ln Ln J LL z < Uj Lri dro Q Q 00 Z � i- w W J� N M cM N N N O c� r 4 r N CD N CDO N 0 06 O 00 O r c0 r M r MO r N O O r CD N N CD N CDO N N O N O N O 'A O (y O O O r O r ob N M 4 CD r O C1 O G O O r O r N O Na L i r r O N O 'M O �� O O CO O ti n L/ M Z Z _Zo %Ad WU~> O cy)O �� vo�� a F- pa=a z�I- I- r =ccLj oZZ I- Z V Z tz j J Z Q z°Z.Z cC) W ° j2z N Q00 UU'zz z T- �¢O Z g U ; OUa O Z ¢ Z z w J LU M N O O LAST PLOT DATE May, 8, 23 z O COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 0 in Sl 0 v z M 9 F- o S3 A7 12 ELEV 0'-3 1/2" 30'-0" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 6' X 3' I 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 3'-4" 3'-4" 3'-2" 5'-2" I 5'-0" • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY l v i 2,_0 TREAT SOIL W/ TERMITE POISONING OR I i • BORACARE TREATED LUMBER IS AN I HB ALTERNATIVE TERMITE PROTECTION TO ❑ ❑ ❑ ❑ ❑ ❑ ❑ O SOIL POISONING (TYP) I I 2 I v B 1 I ❑ ❑ B - I � - o 0 I � N I ❑ I ❑ 11'-2" 11'-7" 7'-3" M ,— —SINK — — — I LAV CJ 4 I - � ---—------ -- J o 00o I ❑ Oo o II I M 6 II w I - ❑ o 0O 15'-3 3/8" 5 5'-3 1/2" j Lo cc 0 ❑ ` S3 D r 00 00 1-8i D 13 - -o--- r ❑ co II - I II c2 II N - cy O N I /H 10 1 i-+ o ❑ ELEV. III (_) 0'- 4" 11 U" , J tz 50 — �� _ C J rn 2W 11 o I I ❑ CC S3 B 10'-8" 9'-10 7/8" q p — CJ �' ❑ it r r co II N ❑ I LLB ❑ B 1 o ' B L ' ❑ o J ❑❑ 100MMA ❑❑ A S3 ❑ HB O 3 B I C M _ o I o N ID ❑❑ ID❑ ❑ — I ❑ A I 1'-10" 10" 16'-0" 10" 1'-10" 3-1" 1'-0' 3'-5" 2, 1 0„ 21'-4" 8' -8" 30'-0" ELEV'(-) AF 0'-31 /2" A7 9 bo a PLAN — ELEVATION A Cj:>7ROUNDATION l 4 — 11-011 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ❑ = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 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 6� REF 7O WASHER 8O W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20 x 20 DP (3) #5s CONT. O PAD 24 SQ x 16 DP #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. JUt. 21 10 Vijj govew Assist, o'ovfe conpteted and wish ttse 2020 FS `=y a t(4ai�r PX2300 M N 0 N 0 -,$ f 8 Cl 00 9 0� 3� Lo c.: 4 + E ¢ y lid 4 u ` w O o, $ .c G 7 E z Q N WLO - C F ` 0 o W L o M � � } N LoV -0C-of � . 2)W z)Oo uo U � 0 4) < •N LUS2N c 0 i 0 F� 7U 0 "1a '!1/ Ow ❑HC WOW�zh- 2_j 0I—� Z -oo ¢ �WOLL" J(w oU� Q Q U Z) U'X OZm❑HJ ¢ wo9ZOOROOmZZ W�ZWnaw¢� CA 0vwww0o0JQWzOWa0z Z QW ¢� ¢LL 2YZQ OQ ❑�¢ LL LL N O O [V O w v'/ Lf) C O O CL ((f) L.L. z LU Ca ,-I-I <C>- QO U LU LU o 0 0 0 M `Ch N O N C)O N CD C)0 o o6 6 M N- N- r 00 � 00 � C)O N C) O O N O N O N O N O N O N C)N 'A N O O O — O — O N M 0 00 O O 0 O O N 0 N0 1 L N i CD N co, 0 1qT 0 Lo 0 CO I 0 Il_ Z Z z O W +-+ LU co W W > C) o Q �o o� �¢ oa=a Z. Z�~H =moz Z v Z � J Q'. >- or- 2 2 z w T —I; Z Z u- >_ w �; Q 001 0: U � z z N z Z ?¢0 z U V a �. ® O z AZ ¢ J L1J M N M LAST PLOT DATE >O Jul. 10, 23 Z J O FOUNDATION PLAN A 7 B S6 ,10011 CONC. .. I . t _011 DINING ROOM Ico FAMILY ROOM 12'-0" X 9'-5" 17'-11" X 13'-3" 1 8'-8" CLG � 8'-8" CLG 1 4" 7 5/8" 3/4 1 -11 3 -1 6 -9' 5'-11" 3'-8" 4'-8" 1 r" 1 - 6" PLUMBING STACK WALL N 2X4 KNEE WALL, TOP I °0 AT 34 1/2" 1 RPET 1 REF TILE u --------r---_= 1 NF a O KITCHEN i DWG 1 o mo SINK W/ 14-1 X 9-6 I 3 DISPOSAL 8'-8" CLG 2068 2 A7 J 0 1 OOD/ RANGE U 1 N SESSESSMEM AV i PANTRY 41 16"W 4� 0 N o / P S H 0010 1 o -------------PDWR R N 8'-8" CLG W/H 4" INSULATED w Lu a- ¢ 6�p p BRG WALL --- PROTECTIVE 20 MIN FIRE Q 1 -- S3 BOLLARD RATED DOOR W/ WEATHER STRIP _ CC P LINE OF S3 — FLOOR 4" INSULATED V ABV C� BRG WALL F� 42" H. 04 11 LOW CC - 10 SLOPED S3 WALL 9 TWO CAR GARAGE -- --- CO 20'-0" X 20'-1 7 6" HIGH CONT. 6 FOYER RAILING p----- 5 S3 ----- CARP T 4 LINE OFGARAGE IN______________ -----3 r OPEN POSTION 2TILE i 100 I i UP SH1/2 34 co, T7'_" A � I � 3 1/2' ` 00 C) 00 0 - 8 , - 2'-9"L 4'-9" HB 16070 _jSOFFITABV 8" WD 1_2„ 0 60 ENTRY 8'-8" X 4'-4" 2'-8" 16-0" 2'-8" 7'-8" 21'-4" 8'-8" 30'-0" lot mao ¢ TIE BM hk AT 8'-8" A7 mbo w I- Q FIRST FLOOR PLAN A 1 /411 = 1 1-011 0 N v WWI W-A LO 0 N N 4" NF_U) w ai CU7 w NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12'1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 30'-0" k 1 -. SHWR • • AT • VALVE- �T1TlTliitiTiTlTititiTitltiTlTiTiTiTiT tiTiTiTiTiTiiITlTKitiTifitiTiTiTi Tit121TiTitiTiTltiT iTitiTiTi?liiTi?lTitlTlTiTiTiTitdiiTiilTiTifiiiATiTiT3Til0�Ti • .'lil?iTi?l� : � • - IL ..: OWNER'S •FLR LINE I H � I H « N � LOFT A/C RETURN N - .••- H � .1 • • ' 0 • I � �►� illy Lam_ J I JIWALL LLL P' . - . -• 1 WALL « •• • ��I,I BELOW « J� ONT RAILING DP SH BEDROOM Q00 Co 1 1 .. • 1 CLG BEDROOM © . 1 6 : 1 PP",001 . .• 811 - . N Ti7 • tlTiTiTiTitifiTiTiTiTiiiT TiTiTiti?itiTiTiTiTi?itJ : : iTitiTiti?i?LTiXTiTiTir� .. EGRESS DAT EGRESS FRAME _. 1 SECOND FLOOR PLAN A 1 /411 = 11-011 TOP AT 18'-0" 0 o Ozo 8" FRAME �- WALL fV 3 A3 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER UISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION 7 R-11/R-13 KRAFT FACED (GARAGE / LIVING) JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and appl for compliance with the 2020 FBC 7t1 by Debra Anne Whir 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 GARAGE D R1 30.0 -33.9 30.0 -33.9 Cl) N N 00 LO °o° t,LO o ° z ° W 0 w 0 z a V) N L 10 W L o U 0 M y Ln C - U CO 00 W '= t Mo D Oo 2 0 1- o O o v Q UJ L CO E M . ,D 42 000. � W WD �Lu LLJ fA uj w0H 2,- w¢ o:2_j �-zof z � J— 3:wn�VO O~ ti Z) Q 0�x0LL 0z20C,H¢3 o0E000 000 O z zZ_jnYWLU z iLugV59zW00C -Oa>pLL0 CLU) Ouj Z� W 0 oQz�¢ LL ¢ 0 ¢ LL CD N Ow � �O \ (0Q U M Ul) Q 00 z I— z � W O to N co co 0 0 0 o Co T- o No NO O O `o o o6 M coco 00 CO o O O O N O N O CV O N O N O N O N ® ®� N O ,,r r Op N M O O 7 O T r O N O 0 L N N `M C d' 0 to C0 (0 ti f C M (n COo z z O w WU�� W-, O �0 �' �_�0 0°La �w� z�� =m0Z i— = z z 3 J ,. �-�Z° LU r—I z z � %— W N" O_j2z UTzz N a •�• z~¢O z U U� 00 a z Z z w J WCY) 0 � ® LAST PLOT DATE May. 8, 23 ■ ■ ® 1 ST & 2ND FLOOR ®� PLAN A NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADINGx EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED LOW WALL STRUCTURAL LIVE LOAD @ STAIRS =40PSF. z - - - - - - - - / - - - - - SEE SHEET ST FOR STAIR DETAILS ------------------------ � 2 � A3 ---- � f \ LANDING (3) 2X12 STRINGERS i STAIR SECTION 1 /2„ = 1'-0" HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" RISERS CUT FROM 1x MATERIAL to TREADS CUT FROM 2x MATERIAL ti �--(3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1 /4" X 2-1/4 TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.U. SEE PLAN _ T/WALL W O Z W W 0 NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. JUL 2 12023 l Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Kiahr PX2300 M N p N 00 LO ?� LO 00 LO st ' 1-o <" Q 4 Cs r� Z W a %'.".. _ O ❑ 4w� e Y e ® W z Q SIN a) L 0 '0NI °v W L p c� -6 f� V) m ate. N V -0-02 2 0 0:2 100 Oo o rnrn V/ ° � N Q .N U LU QN W L 0 �� a rLLI W ❑ uj W O H W F—a W Q'�YZQ' Z Q V ~ ❑� QZ�LLLLL0 J OW�WOZOWO�mZ= F-aQ U p ��Oz 000-5 WWWV5W�ap�-j ¢oW°L�V5 Ujz v❑a ow o oQZq�a 0 �¢LL N O O N O W I— U0 ::) N cn "0 o 0 `M O z a J V) LL I— aryi a>'a00 z�~ W-j o 110 J WIT N N N N N N f O A � 4 � N O N O N O O o O 0 oo 6 M `•, co T- 0o 'r- ao V- O N O N O N N N o N 0 N 0 N 0 N 0 N 0 N 0 N O �A N O O O 06 CD N A CD 0 0 O 0 O 0 O O N 0 N 0 0 Nr LO o 6 0 0 0 0 LO M (� Z Z O W �/V �o�o o CO o O �� Q F—O�a oa=Q Lr) � z ZW =m0z F- Z OZ�� Z LL Z Z LL LU Q 00; Og2z U a W N z cn z z ¢ o • Z ~ U LLB � {j V O O z 3 a z W W J Wce) O o LAST PLOT DATE >o May. 8, 23 z O DETAILS J C SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /411 = 1 '-011 0 CV 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (see detail in eng pack for grade) 30'-0" Cn 0 W P _mil 0 ti J1 1016# 7 /A5G U = 1016 CJ J3 CJ -- - - - — J5 CJ o A4 HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 bo <- A2 B A2 00 D —1 1 r` 0 C 1 N A2A A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) A4A Ai U = 1332 �— q o Q c7 480 CJ CJ y CJ B2 L I 63G CJ J1 E2 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) V IVC M SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 15d COMMON NAILS or 0.128" x 3" GUN NAILS Total Truss Quantity = 103. 0 IKKK1 _Y VA I -00 21,011 FICA, 5' 5�OACK COFMF,5�f LA�1% ANb 5�ACI% p�FFp TO FNG, PACK FOP, CONNFCION, i co U �� U ,O 16 21 -011 TYPIC& 7' 5MMCK COFMF,5�T �A�FMCi ANb 5PACIN6 FLIJ0 cur 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-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1 � 25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FEC 2020 TPI 2014 Truss member design & connector plates NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: 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 H�_ 4-111611 2 additional I i psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF virtual Review Assist, ►nU- plans Review completed and ap OV far compliance a+Anne 2020 "CK ahr PX2300' by Deb HANGER CHART A L = HUS 26 (SIMPSON) i i = LUS24 (SIMPSON) \ = HHUS46 (SIMPSON) babeled end Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less 1/2 I I 2/3 to 1/2 Ta line r span approx. Ta line f span approx. REFER TO BCSI -1131 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. ROOF DESIGNED FOR IIINC-1 L� ALL REACTIONS OVER 5000# AND UPLIFT'S OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY �i, LOAD# DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 06/26/15 RA01 LC7, EXTENDED FT3A JMD 08/06/15 RB01 MADE FT3ATOW PIECE JRH 10/31/16 RB01 LC9 JTH 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR I SHM 1/15/202 LOAD# DESCRIPTION INIT DATE ii RG01 ENTRY TRUSSES INTO LEDGER JTH 7/27/21 RG01 RELABEL ADD 7G4 MAW 10-22-21 I 01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08/19/2022 CARPENTER CONTRACTORS - - - --OF AMRICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAX: ( 863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL A873 AMERICAN DREAM/A CCA PROD/MODEL/ALT .7A2/ 1871A ALT DESC: OTC : LOT BLOCK: DESIGNER PAGE .JMD DATE 00 / 26 201 5 LAN# SCALE •N319835L 1 495 "=I �I i M N o N aD ' :✓a - .. n o� '� Ln CD 00 s V) LL ul�s ULI z Q i W 2 0 U Z (" N QI co } VA -0-0f 'fi,% W s W � 0 L o rn O LL r, O Q � •N n, .� W C`� a Q N L 00 W E � ..� i W L1J (D W O� WI — Li 2 O z= i- Ir j Wig W 0— iD—_J0 0LLc)0_j0 < Q U I__ �0J0 WLL-z2_j QQZ oitOomZz o LU LiZLU (f00 Cn 0 Z �Oa�zYozzLLpW0Wa ¢�¢OwQcn-wzc�°o LL pW �_HI— �LU Q 0 W O O Q LL¢ o ¢LL a O O N Ow 4 " O `M O Q Ln J LL z < L'i Lri a a rn Q Q 00 II-_ Z 3 WLU C:) O N N N O O N I � O I A I 4 N CD N C:) N O O O o 00 0) M C4 CO M O O O O N O N O N O N O N O N O N O O N O O I O d—CD O Op N A 0 d' O O O O 6 C)O O O N N0 ' N L a, i Oo0000 N C6 4. 6. CO P_� LO 1 CT 00 Z Z — z o Lij oWi 5;LLI a-+ 104o Q �o�o �Q � � Z zW�� —CO0Z r=n0=z v Z J a z W Ti Z Z C.0 L �' O_5Mw N Q r Z l LZZ �QO ' Z U � g OUa O W < ZA4W Q W M N cy) o O LAST PLOT DATE May. 8, 23 z 0 2ND FLOOR ROOF J FRAMING PLAN A �l1 1 : 7 P i - n i�t i5�u � :ll i. •F7T<. I- -�— - 1 —- - --f--— Y 12 ROOF FINISH PER 125 ELEVATION ROOF SHEATHING 1'-4" 1" 1" MANUFACTURED ROOF TRUSS -METAL DRIP EDGE co 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM ❑ NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH STUCCO ATTACHMENT DETAIL —FINISH 6 SOFFIT DETAIL 3/4 — 1 -0 ROOF FINISH PER CO 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM STUCCO BANDi SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 04 7 SOFFIT DETAIL 3/4 — 1 -0 11 COILUMN DETAIL 3/4 — 1-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 — ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING STUCCO DETAIL - 12 - - -- ELEV T O MAT 8'-0" 8 3/4if = 1'-0" 1 5 METAL DRIP EDGE (S) A23 2X4 FASCIA 1-1/2" THK ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM SOFFIT 00 ��PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. 3" BTM AT 7'-6" 2"�71 2" 12 SOFFIT DETAIL 3/4 = 11-011 9 STUCCO DETAIL 3/4" = 1'-0" PT 2X8 LEDGER ATTACHED TO WALL 6„ W/ 3/8" X 5" TITEN HD AT 12" O.C. 1 1„ 4 I STAGGERED 10 4 N (V N o 0 0 0 0 O 00 O 00 EPS 8" V-0" iv FOAM iti10 BRACKET DETAIL LEDGER DETAIL 10 111 = 11-011 13 3/411 = 11-011 6" SCORED BAND 7/8" STUCCO FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 5/8" STUCCO ON CMU 10 A5.A � 1 CONTROL JOINTS its ■■' • • - • MID -WALL WEEP SCREED FRONT ELEVATION A 1 /4" = 1'-011 �NII�111�1�., • z= M 7/8" STUCCO 2 i�_ ON FRAME N = CONTROL 5 JOINT MID -WALL WEEP SCREED 3\ - - 5/8" STUCCO r ON CMU - - - _ Sk GRADE LINE REAR ELEVATION A 1 /8" = 1'-01 1 12'-0" 13'-8" CASING BEAD W/ _ WEEP HOLES o OVER FLASHING 5 2 CO JOIOOT W 11- A5.A - - - - - - — MID -WALL WEEP CREED I I I GRADE LINE RIGHT ELEVATION A 1 /811 = 1 1-011 12 51 12'-0" z 2 =O CONTROL W JOINT 12 5� A/C UNIT 2'-0" AND PAD 19 18'-0" CM LEFT ELEVATION A 1 /811 = 1'-011 SHINGLE ROOF z= :O v ti T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. L/SS ® A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 12 -15 12'-0" CONTROL JOINT IN 5/8" STUCCO ON CMU _ CONTROL JOINT _ MID -WALL WEEP 12'-0" SCREED DRIP CASING BEAD---/ AT BOTTOM OF STUCCO BAND GRADE LINE I ELEV AT 18'-0" T.O.P. CASING BEAD W/ WEEP HOLES OVER FLASHING 7 5. ELEV AT 10'-0" f� 2ND FLOOR FF I � ELEV AT 8'-8" u T.O.M. I I I I h_lrt ELEV AT 0'-0" 1ST FLOOR FF ASSUMED GRADE STUCCO �7/8" ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 2 ELEV AT 8'-8" T.O. M. 2'-0" A/C UNIT AND PAD ELEV AT 0'-0" T-8" 7'-4" 7/8" STUCCO 1 ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. ----5/8" STUCCO ON CMU I ELEV AT 0'-0" — 1 ST FLOOR FF 1'-0" SLOPE 5:12 SLOPE -5:12 N----- — W 4'-0" OFF Oc'4 RIDGE U) Lo ROOF VENT W a_ ON J SLOPE I SLOPE —5:12 5:12� 1 ROOF PLAN A 1 /8 if= 11-011 SLOP SLOPE 5:12 _ 6" 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) \/R A 2 1 20, 3 Virtual Review Assist, Inc Plans Review completed and appro d for compliance with the 2020 FBC 7th Edi ' by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. 1150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN 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 TRACE ABILITY TO MANUFACTURER AND PRODUCT i F, P M N o N 00 Ln R C) ,n t x r;. z w �p� `} O 0 z Q 0 A, O L0 W 6.0 �O q U 0 c`') N W `"M � NU O 0— u CIO c) W E O o rn o � o V_/ �O '0- 6)Q C U O^ N n1 QN QJ W L � S= W W W o � �; Uj WI-Q =g-' 'W� zit z Q�— J<OgiU0��0 Q U Q I— 0 0 0 SOX ZL�LLL0Z2OJOF-<F OcnQWE?5 OtEOOmZ� U ��LU a LU >zYO�';z'-0wo�a Cn Z QIL �wOgF-��3gwp�UmQ o o<z�Q OW U_Q O FaU- f a O O (V OW �� N �0 z 1>4U o Q Ln J In V_�x U_ Lu z F-- Q_M-.i aUa� z I- WC:) z � J Nce) N co N N N 4 O r- r 000 O O o o6 6 • , co -c-- W r- co T— O N CD NO NO O O N O O N M O N 0 O N 0 N N O N M N 4 O ' r— r- !P r- G cp O N O N NO O CDO O r- r 0 1Cn N� �r-ob r— N M o 4 000 6 6 ti LO � Z Z — z OLij W W to UoEE0 Q L 1 zi OW�Q ZW t� =co02 F- Z v Z � J Q'; >-re2 �ZZU_ 2 Z W N w N a 00; Og�z UWZz a w • z �. z i �Q0 U Ua Oo x a Z Z z W J WCf) O >o o LAST PLOT DATE May. 8, 23 EXTERIOR 4_j z 0 J ELEVATIONS & ROOF PLAN A A/C DISCONNECT WP GFI ELEC METER M 5'-6" 4'-4" GF 0 GF REF r=1 "A N HW 0 ELEC L'1___PANEL GFI DINING ROOM 1'-7" 4'-6" GFI AT 30" A.F.F. 0 ti V-8" iv FI AT 3" A. F. (4 KITCHEN FOR . HOOD -� GFI GFI TWO CAR GARAGE a 6'-11" GFI � % )PWDR i GFI BATH GFI I 48 0 GFI 110V CLG — MNT. OUTLET — — — — — — — — — — — — — — — � i o 4 o i i i FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1 1-011 TO 2ND FLR ELEC 2'-3" \y l CV —\ ON LINE OF\ FLOOR I ABV FOYER I \ I I 4'-0" b / # C / GFI o WP - — ENTRY SECOND FLOOR ELECTRICAL PLAN A 1 /4" = 1 '-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to VVH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T SWITCH ° L. 4 1/2" DOOR JAMB DUPLEX 19 OUTLET e0 TRIM o 0 BASE NOTEIII : ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z 2 SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE SW STRUCTURED WIRE OUTLET 6 SWITCH AT 36" EEP 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER -0 DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELIt L A} CLG MNT LT FIXTURE {B - CLG MNT PREWIRE - FIXTURE BY OWNER Virtual Revi SURFACE MNT FIXTURE Plans Review cam l T for compliance with t e {�} WALL MNT FIXTURE by n NOTE: C TUB SHOWERND OPALEX - ALTERNATE USEDIF CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY __ 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL y CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs 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 Fcr 24 :F7P 24" VANITY LIGHTING 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT Cho EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) TAT MASTER STATION ® ELEC PANEL VACUM OUTLET AT 12" ZRA CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT ITR 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. f t. > W `D 4 U C7 N Gl co W = :E ch O rn} 0 Lo o Q •N V W QN C cO L E �i-a;-0 WW (D W�O50< in esJ� WO�0ngz � Z < OOJOQ Vo -1=ZOZg2zQ ¢ =Hau ?�=� C)U)=�0_0W00M0ZLLI OZ¢ ZLL0a>p0UYOZ Ouj ¢0 Woa ¢ W � 0 O= D LL¢ 0 Q N O O Q W C:) t!) O C) `M O a J O)z 2: U0 LL n i- d a ro < Q 00 3 w�~ Nlandappr O �O ditIo ahr PX2300 N co co 0 N 0 N 0 N � O M r d' r N O CV O N O O O CD O c6 M co Cow � � 0o � O N O O N O O N O N C) N C) N O N O N C)N 'A N O O O rCD O 00 N A N0 0 0 0 0 6 6 0 ' N0 L � L > N 0 cM 0 " 0 � 0 O 0 f` LOI M w Z Z O W W oWCD U O O Q �oio Oa=Q Z LU ~ LU 00 U Z Z�nE- zz , vZ�-j Q 2 %.2Z� TI, n ZZLL � 02 w� dZZaZ O e g V � O O z Z z w J L.Li M Cy')N O LAST PLOT DATE May. 8, 23 1 ST & AND FLOOR z Q J ELECTRICAL PLAN A N 1 0 M 00 60 CV 1 _v I 1" FILLER 1 I I ... I. 5 �I/V211NER'S BATH —11-011 T-6" 2" FILLER KITCHEN 1 /2" = 1'-0" FILLER 3'-6" 2'-6" / HOOD T-6" `1 1/2" FILLER 9-110111 Zvi "BACKSPLASH EO RANGE 2'-6" T-6" SKEWED 1 1/2" FILLER CV 1 O Ch 0 M O Ch 2" FILLER 1'-9" 3'-0" 1 1/2" FILLER 1 1/2" FILLER PANTRY L1111j_ 4" BACKSPLASH 0 \ 2'-0" SKEWED V-9" 3'4" -2" FILLER KITCHEN 1 /2" = 1 '-0" SHWR HD--,\. VALVE LINEN CLOSET 4'-11 " 3'-3" 4 1/2" OWNER'S BATH 1 /2" = 1 '-0" 00 0 o ih BO 2" END PANEL 3 KITCHEN ISLAND 112" = 1' -0" HOLLYWOD °P SHWR HD STRIP LIGHTS WALL in 30" HIGH MIRROR 1 CV VALVE 4" o BACKSPLASH SPIGOT / 0 O \ 0 M 2'-9 7/8" 2'-6 1/2" 1'-6" T-0" 1 1/2" FILLER BATH #2 1 /2" = 1'-0" \ / / LOFT I 2X4 WALL TOP AT 34 1/2" 4 K"VICHEN 1 — 1 -0 0 M WIRE SHELF C.0 "HANSEN" BOX 220 VOLT c r� 14 1/2" X 16" DRYER VENT II iRECESS II I I ch I I I I I I I I I I I I I I � I 'I I ( 1 8 UTILITY JUL 2 12023 VW\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 12 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION ELEV AT 18'-0" OIL T.O.P. OWNERS SUITE / SEE SHEET ST / ELEV AT 10'-0" F R STAIR DETAILS / 2ND FLOOR FF ELEV AT 8'-8" / T.O. M. / / PWQR KITCHEN LIVING LO BATH ROOM � 1 ELEV AT 0'-0" e,_ ; 1ST FLR FF SEE FOUNDATION PLAN FOR •: ; FOOTING SIZES AND RE -BAR ,_UNIT 11871 - A' - BUILDING SECTION 3/ 16" = 1 '-0" t ON °v 0 M N M 2 V -0C O O rn }. O �� o v Q n1 00 CQCN W L C CL ui W n/LLJ L1 of � Wow w~Q �g� �zW z g Q0X JfnQ.iQ(nO�OLL_,O Q Q U Z�LL 0 ��OZOWOOmZz LU I-Q U U) 0 Z �Oa�zYozz"-pW00a Q�W°��V5-�.... a- 00� = OQZ UQ 0 Q� Q g a O O N z UJ O Ln � om �t._ O O M Q Ln Ln !L Ln a a rej aUa00 z�~ W Jo mi d' N N N N N N 1 O A1 � 1 'mot r 1 O 1 O 1 O 0 0 o oo 6 M `•, cfl r M � TON r N N N 0 N N O N O N O N O N O N O N O N O 'A N O O O O Op N A O � O O b O 0 O O r- N O N 0 O f N L0 N ` > O N O M 0 d• 0 � 0 Cfl 0 ti ' n � /� ^� MV J Z Z —Zp W �o�o o wv) O Q � Q a. Oa=Q Lr)Z Z LU r Q =moz F- z fn VZ�J Q z W Z zLL W Imo. 00 O�z U zU) N z ,--I ¢ o Z U Ua a O 0 W � z A7 z J uj CY) N N N @ O LAST PLOT DATE l May. 8, 23 A - INTERIOR . z 0 ® _j ELEVATIONS NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 !NCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3 ITEM 2-EXCEPTIONS WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5, FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 11.7. "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. C ION 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWN ARE TO BE SIGNED AND SEALED BY A SO DRAWINGS I 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. 1 ST 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: CO C S 60 PSF UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2,2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. SUCH AS SUB FLOORING AND ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpoijr and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 16x7 +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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. JUL 2 12023 V' Virtual Review Assist, Inc. Plans Review completed and appr d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ! j 04 N 0 N 00 LO M. e � LU Z W Lu, ' O w Z a U1 0 LO N E CD N L L 0 O O M N d Ent cy) 00 N V -0 -0- 2 r'i A� ? '0 :E p O ti o C o �^V1i V w aN W L cO E n w w �LLJ Uj w0� uj cg _j W Q Y Z W Z Q Z)_ J co 0� x U-U 0 0 j 0 a 00Z�Ozp�00MZZ¢U 0 O � 0 Z comma jFwwWM0�X<p a<wOgaOZgwp�U�CL 000 0 oQZg< a LLa 0 i-¢u N C7 cV O �_ H Z ,>_ Ln `M Q Ln O LLn Ln O)z U0 7 Ln N I-- ce a. rt) Q Q 0o z LL.I W _j� CO d" N N N O N C:) A 4 O O O o O O o 00 0) T- M `•, CO 00 r 00 r C) N (0 N C:)N N N O N O N O N OCD N N N N O d) N d)O CD O Ob N A O C)O O O� O� O N _0 N L i � 0 N 0 M 'O ',d' O Lo,C) O to O ti LO I C/� M vJ Z Z 0 W W I_L.I (n U r > O Q Uo�o �a 0W=a Lf) z z I- LU 1-LLJ �� I' =co 0Z H 00W r Z > J �2z� T� Z Z 2 0 Qag� Z N Z ,-� � a 0 ryz J U U �- 0 0 �m Z a Z J WCY) C0 CV 0 0 O LAST PLOT DATE Jul. 10, 23 Z 0 STRUCTURAL _J DETAILS 1 11 THIS DETAIL ONLY REFERS TO THE DIANIOND-MESH EXPANDED METAL. LATH ATTACHIVENT. WALL SHEATHING 16GAx 1°2" LONG f3,144'-11' CROVJN1 STAPLES (a W` 0. C, VER T BETWEEN I I l 1 EGAxl 1 /2 LONG (314%1" STUDS (NOTED THUS:—) - OFFSET I I I [ I I CROWN) STAPLES6" STAPLES SET"WEEN STUDS AS SHOWN — O.C. VERT INTO STUDS (NOTED THUS:—) ETAL T ATTAC H M E NIT DETAIL REV. 09.24.21 SOA" LE; 3 1`-0 iDETAIL EXCEEDS THE REQUIREMENTS FOR FBCF 703.7.1 LATHF '*ONLY APPLIES TO LENNAR TPA JAX*` LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMINSi 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 C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" - STUB -OUT FOR "' GAS METER O — 0 CV H C G C O C a _ o 10 � Q o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" T (3) 16d TOENAILS 2" X 12" @ 24" O.C. IT-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 tr w m 0 ROOF DIAPHRAGM NAILING SCHEDULE Rim'F I INF + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + t o + + + + + t + + + + + + + + + + + + + + + + + + + + + ED + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CYO 15/32" CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE t + 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 90 2.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x FILL CELLS STD. 900 HOOK r— BOND BEAM 1 w ........ ........ ......... IM Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC :.......... :......... #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max. 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING %" GAP TOP sides b 6". -Hangers with side nailing. @ y- Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1F,nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.' consideration. Check local building code for appropriate 1/16 Lor=21 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking J for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) MotG-, ❑ to 6" A 1Yz" ROUND HOLE MAY 6,e 6�e DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 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 When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration.— Any 16°" joist . S pan (ft) 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000sZ' 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 BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) ' NAILS T R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ,a C Backer block (12" wide min.) III III _ Nail with 10-10d nails. - Install tight to top flange. e . SLEEVE THRU STEM SEE PLAN FOR °• a . • *N FOUNDATION INFO a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN o —I I A, Iil I =1 a a. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. "�o LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE _ I • 11=1�1=1�1 III III a �IIIIIII� ' I I JUL SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FN . ir aa( Review Assisi an for compliance with �theeted 20201 by Debra Ann �r p PVC OR SCH40 � TOP (2) #5's x 4' 0" CENTERED @ PIPE PLUMBING LINE PENETRATION i I �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 ca 1411� =I 11=1a 1-1 11- ,: I'_ a SEE FND. PLN. SIZE & REINF. ce) N 0 N 00 e� LO ✓� 00 U� e i s IdUJ ? 0, ' 0 w 0 z Q ^0 Q) o -. o W L C 0 o, U N co oo V) I. ri j�: V 0 off^ U cMi) Y/ ' u o rn 0) °N _ p LL o a Q N 0 V w Q� E -V L. cO .2) 0 C5 a N - i- _0 can LIJ (D WU Ld w w � ¢ o: w ' QY z of WU)U-0 LL Q QDX�V) W O00 �vi��0z0E00m0z J��'ZYOZUJ zLL 0 <0IL 0 o Z <1 w- gN� �wij20 < O� o �' o¢zcc U- Q O I— Q U- Lo0 O N Ow I— r-i 1 `M CD z Q V M L U-) Q UJ I� > Q to G Z U 00 UI W O 20 N N O M N O M ` N O N ' N Ad4 N O I� O CD 0 Inc' approved 'C 7th Edition O ao O 0i o 30o O O k 00 0 0 0 0 0,0 0 CD 0 CD C)N N CV N N CV N N O C)et O CD r 00 C)r N M OO 't 0 r- 0 • O 0 S O O O r N 0 N 0 0 N > 0 CV 0 cli 0 d 0 LO 0 (fl 0 ti 1 Cr M (� Z Z O w �/`/ o U) Q O Q �o�o a -0 Oa=Q LO -0 Z ZO�~� T— ~maz = H = Z Z j J i— 2 z LL 1� Z Z CD � �` 0 �a�w U) N z T,,,I U) Z a 0 • z U U J a 6. Oo 00 Z Q Z z LU WSN1 co O N O LAST PLOT DATE May. 8, 23 STRUCTURAL z 40 0 J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF //177/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV, VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT, CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "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 co 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB Lu a MIN PSI MAY VARY PER 0 MUNICIPALITY. co 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICA[ W1.4XW1.4 WWF OR M.AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR c P CURB DUE TO SLOPE 60 � D 6 MIL VAPOR Z BARRIER 1 I III= COMP. SOIL. (COMPACTED TO 95% III I I =111=1 1 11= MODIFIED PROCTOR III I I I I I=1 1=1 I I I NOTE: EXTEND DECO FINISH 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" = 1'-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —[�O.H.D. RECESS PAVERSz II TM c0 SEE A/S30RJ/S6�-I�III III —I, , 111jI1�1; FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ') GARAGE DOOR SLAB RECESS rjT� 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.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 N WWF OR FIBERMESH ° - I I=1 I -III -III o II III-III-III-1 ;- 1 811 I -,1,-„ , ,-, , -T.. ,g-. . 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 NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD N 5/8"° x 10" "J" BOLT @ 24" O.C. W/ f 2-0/16" PLATE WASHER (TYP.) OIL ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24' A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR e. ° � @ 24" O.C.) 2 11 °. a' •°' a z 31/2"MIN. a e e... a'° 4 ELEV. -0-31/2 ° a ...d• .'a a a° °. c G O e.Q .a as ° ° 2x4 C,ONT,a' a ...° '.a•° A.F.F. o �. eaILL CN _ b °° GARAGE DEPTH VARIES ° a•. a •d. .e e GARAGE SLAB AT STEP-- -- rB 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS •2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 1 "SIMILAR AT FOUNDATION ONLY" 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" (R302A 1) —INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) Od NAILS IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND �2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ,6x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. fill, III III I'3 1/2"(min.)- 4" z I 1=I 1=1 1-31/2"(min.)- 4" p °D 3 1/2"(min.) ILI=1III -III III -I 1I- =1 I 1=1 I =1 I I. III=III _III=III=III=III III -III II' (2) #5 CONT. I I I Ill— 1 l 11111111111111 I 111111- I. 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL P STEP (aD SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" - --III-III- 31/2"(min.) - 4" �' =II I SI I I I I 11=1I 1=1I 1=1 I I III -III '' (2)#5CONT. 14,1 li 111111�11�, 1111ii11 1 181 U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING cEos� NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C oM 8" C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT �GoN ors 1 x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER ' 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR N 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE CV D D Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D - FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] u Z 25" MIN. LAP [30" MIN. LAP] D °O I=1 I �=1 =1 I 6 MIL VAPOR BARRIER -1 I 1 1 D ° A. 1=111=111=11=_ °,° R 1 7/8 ° D° ° D I -III -III -III -III -III ; I I 111-1 I I=1 I -I I I- N z #5 REINFORCING BAR D D _� III -III -III -III -III -III z I I D. 11=1 11=1 11=1 11=1 I F NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM W END OF 2" x PLATE W D J gLu I -III -III -III 1;1IIIIIIIIIIIII I p• ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0"(F1302.11) 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 II-III-III=III_ o III 1II—III—III—' - II II . 1 III I=III=III=III=1 #5 LAP SPLICE 2 #5 coNT. = III -III-III, , , 11-11 I, 11- I-III-III-III-III=11 I -I I __ __ 11 g D D III=III=III=III=III-III- N _ D _ __ II_I 8„ 8„ ° . III � I 1 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS =1 r COMP. SOIL. (COMPACTED TO (TYP.) 1-4 I-III=III=III=111=1111- 95%MODIFIED PROCTOR ASTM �I I-III=III=1 11=1 11=1 1=111=1 I I 10" =1 I I=1 I=1 -111-1 I I-1 I I-111-1 1=III=111-1 11=1 1=1 11=1 FIE- I 1 I D1557) I C I 111111 � 11111 � 11111 � 11111 1 1111=,1LI 1 111'' 111=III=IIIZE I !=111=III-111=111-III-I 11=III=III=11 F, 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK III_III-III=1 I I-III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" C ° d a SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. GRADE � -1 1 1-111 I I I —II I I 1 1—III—I 11 1) #5 REBAR w/ OPT. >CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M 04 M a —III =11 I I-- =I11 11111 1. �d �. Ell d " I 60 - I I111111 '� 1=1 I F SEE A/S3 0R J/S6--'- -I I!I II I II IiI 11i l l FOR REINF. INFO. L 3" MIN. CLEARANCE 114" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2„ 1/2" FROM SLAB 0,4, 2 CONT. BEAD SEALANT a ¢ INTERIOR d. d° A. e.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB co 6 MIL VAPOR - = I 1=1 1=1 1= BARRIER - .1 ' J1 �1 i=111-111=III' =1 1=1 I -I I -I 1111- ' 1111I,111111111111111, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K 7CALE:3/4"=V-0" S3 REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR -� TOP OF BEAM &LAYOUT DESIGN a - - III III III; N SEE ROOF PLAN a : °. I - T- (2) HTS20 FOR STRUCTURAL _ -111 III III III °, III M l�tU � I I-_ Plans l�.vie BEAM SIZE & `�' 4.-I I' for compliance CONNECTION INFO M it •. III= 117 net III- 3 0 d 2x4 P.T. PLATE o.s.a. COLUMN LOCATION - 2x4 #2 SYP P.T. FRAMING w/ 111111 111=111 11111 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 :�., SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN FOR COLUMN TO BEAME_� ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS TO FOUNDATION PAD _ MAT REINFORCING. � CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 N v WWF OR FIBERMESH �, ri w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 00 c� Z= a w 00 `n GRADE a - __ = = a d' =III=11 1=1 i-I -III-III-I 11=1 w I=11) — . =III=111= z -III= ! a ° COMMUNITY SPECS LL I 1 - - — 2 ¢ -o" FIN, FLR.�, I �-I=111=1I11=111=111 1=111=1 I I FOOLu TING 11 111=111-III-11 I -III III -I I IEE 11- 11.11111111111 1111 ,l l -III-III-' BEYOND PAD REINFORCEMENT-73" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ��ooc __ :•o� o0 h t. f M N O N 00 O LO Ln 00 C> L0 mot, Lu ° O 6 W ❑ z C 0 0 W L ❑ m Nor N t V) Imo' U CO -0 d M nU W c- � � O S T�1 v—J •� 0 LL S o Q �V) Jc U d � T. 4t U LL.I 0 Ecq 7N V L o a W W W (lj l Lu Lu~¢ Xg-J"' �gyz� z o � � Up O LLLL J O U ¢ c� p � �� O O� Q O Z IL W W W W M¢ QILL �wO H ZWWp 0 0 .5 U Lu °a LL ¢ O I— Q LL O fV OW r-I (1) � O O Q J Ln a � LL I- Qn a '1 } Q Q 00 Z I— Z � Lu �� 2 1 2023, N N co N°N co I o 0 0 Review Assist, I O O N'N O O completed and pro ed with the 2020 F8 7th diti n a Anne Klahr Pi(2 00 00 0) ' r /�'� `", cD � O �.— .00 O N O O O N O N 'O N O N O N O N O CV O O N 0616 O O 00 O N M O O r O .10) 5CD 0) O O O r N 0 N o N Lo i c- N ,` co I-� O ti 1 � 0 IU Z Z LLI (� 0 O M Q L ¢ -0 Oa=M Lc) -0 Z zW�� ~moz = Z V 0 z j J Q U 2ZW rl i1 z z ILL N 2 0 W Z z ,- 4 Q o J a OV MMO W Z Z z J ui N N LAST PLOT DATE >coO May. 8, 23 STRUCTURAL O J DETAILS -MONO �i ..; i•:�. i ui.0 •�� iM.i �ei i�er ir.ial,� u ¢mom a c,1 Nu i L-. � I I -i 12 \(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d �ll TONEAILS SPACED �l EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID ,++ POINT EVERY OTHER STUD W/ (3) 0d NAI S 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 NAILS AT EACH STUD • BLOCKING (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 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT :. •. . •' !Jill 1 lie on ICI 1111Il MmilI II61 �'II�� IIII�I IN IR Ill�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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q Uj r W 0 FORM CREATES CONCRETE RECESS TO 2x4 (N M. RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED / 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR— - TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERAL NOTES SLOPE FORWARD � GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR .,�� TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ;.: G a a a ... SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL \ DOOR OPENING DOOR 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 SF ArNpo� �N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rOP a iARAG E i00R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER () (2) 2x HEADER SEE PLAN 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 SIMPSON HTT4 TYP. Op O,4 U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 CRICKETS 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 (24" O.C. MAX) w/ MIN. 4" EMBE IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIERROOFTRUSS A UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 C (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON E6 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 ' SPLICE NAILS TOTAL) EA. SIDE OF 4,9* SPLICE STAGGERED MrN r rMr�J G '0. ' 10d @ 8" O/C SST gNcF . %A ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO 7bP 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 SIMPSON rc i P.T. ATE onviraviv 0r4 SP2 SIMPSON NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10( ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS `SIMPSON J SP4 SIMPSON SP4 J M. LINTEL d a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE/T U) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 2.4" V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.J. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR . PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 S P4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) > (5645# SPF) > (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. Z&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE / 2X BLOCKING O C -(2) 16d TOE NAILS A EA. BLOCKING 2X8 WALL ABOVE ENTRY evi 11 K.O. BLOCfl& Virtual #5 CONT. eviewOM C om FILLED er compliance with I 5/8"X10" J-BOLTShy Debra Ann @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" � PLYWOOD O/C BOUNDARIES 6" OIC EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ( R SCALE: N.T.S. nusia:& ii i -,vt imp IT � M N 0 N s e vde Ln 0 00 LO °ton a 0 CIO o v w z a 0 M Nti 2 Mm N 7}-6, N V -5d C W 0 2 m W moo, o rnrn V! 0 U- a Q s -4 ;. 0 •N 1 t W QN c 7(D L O0 00 W L1J CD LLI w p I— O L Uj W �Q WmJ W** ezw z <32J0 0 Q JU)p�WU)LLUOL apx LLLLpz2Oo � ou quQ'0 0woomZz CnWa.W(nW WLU ofQ J 0 Z Q~Wp LU l¢- 5 LUij2OOEL Q 00� o oQZ�a LL Q O Q LL F N O O N W O O Q V) J Ln �Ln LL. Ln I� Q W Q Ln I' M :/ o- ,--I U Q Q O UJI W Jc:) L 2 1 2023 V, N N CY 04 ' M N k N OCV N Assist. I r- o A 4 leted and approve ` T e 2020 FBC 7th Ed tl0n CV O N O N %O i(lahr PX2300 O O O k O O 0) M co r- 00'00 T-- T-- 0 N 04 CN 04 04 C) N C)CDO N N N o N 0 N 0 N ® ' A O N O O O r O — O> CD CV e-- C`'M O 46 0 0:0 6 O O O P N O o N LO L°' � T- O';0 04. . 0 . 0 L . 0 (O CD ti 47 07 M (� Z Z O �/V WUH� owv) LU O o Q ~�wa LO-0 Z zW~Zr Q145 ~co0z :c �- M Z O J Z T"I0 - Z Z LL LU OQ D-1gZ U�zcn N z T Sao • z U Q OUa 0 m � z d z z wJ W M N co O LAST PLOT DATE May. 8, 23 z Q STRUCTURAL J DETAILS SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILINGt7 �� \ SCHEDULE FOR SHEATHING DETAIL INTO 2" 6" P 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 d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS °" � 6O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. I fix THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD PL 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 x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING; 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 112" 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 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1!4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w! MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" N.T.S. SCALE: NTS 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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1l " (2) 16d NAILS - WOOD TRUSSES co 00 2"x4" CROSS BRACE APPROX. 8" FROM Az -2x4 RAT RUN BRACING 1 1 2 1 1 2 . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0!C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 0!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 SPACE 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 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 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 HGAIOKT w/ (4) 1/4"xl 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, Sd @ 6"0/C IF >9" SEE 10/S6 1-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( 2x4 "T' ON TOP OF PANEL ` 2x4 BLOCKING W/ EXT. WALL CONN. 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 1Odx3' @ 4' O/C (2) 12d TOENAILS >' NON - LOAD BEAR I G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL ti (2) 16d NA (2) 16d PER JOINT "- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_`,*� SCALE: N.T.S. S5 %,WIN I. u�nnuv�a 12" SH SCHEDULE ,TTACH M ENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ("_10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 211x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION LE TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T11 BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-U" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � w d w v o 0 z o W d m o o 0 C w — — — — o ><^ Q ---w Q ---� LU 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 MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 2 COSMETIC DROP CEILING FRAMING Virtual Review k Plans Review complete for compliance with the 2( by Debra Anne Kla SCALE:NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION I. / y g M 00 LO g A,LO 140 . LO 00 m 1 b^ LO v_-� Q w 0 z Q ^N` N LO - 0coN v rt� Ln -I- oa ; a vi V CA, -L i W S U o O 8' m t Ua� .N W QN C x� A t ❑L Uj. W0H wJLU LU F-Q2'? 0oQz� zOp�o-OCD 2U_0 Q Q U I- I_- QX Jt�� Z) �z,,L0z20�� C OLOEE00ZZ¢QwzU O O Cn z a>zzuQW0❑Z❑a ¢wF��gW232a¢o QZ<� —0 LLQ O U_ N CO O fV oLu I.— UO N > vn � 0 ® `M Q M L.L. QwQUi Q U Q co z f— z Uj Jo . l0 m d- . 1202 N N N O N O N=N O co ;a 4 O — 'r.- ist, Inc.' C,4 0 o and approved 9 0 FBC 7th Edition r PX2300 t' O O 06 O 6'� : o M co O o0 O 00 j O 0 N O 0 O 0 O � 04 O O N I N 1 N i I N I N N N 1 d) N 6,6 O O 1 OO O 1 N r- A O d O O . O O G CD O O r N CD N o O ` N'n �" (3) i O'O N I ch O I .qr I O Ln CD 1 O CD ti U 07 w Z Z O WUr>_ owcn 10 O Q Uo�o �0- Oa=Q L,r)-0 z z�� Q =m°z Vz�J Q �MW Z TI 11ZZ >_ 2 Oa'>_W N z ,-� � ? z Q o z U U a `! Oo W � Z Q z z w J Uj N N a LAST PLOT DATE >co May. 8, 23 STRUCTURAL Z O J DETAILS INSULATION BAFFLE INSULATION PER- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cn FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d ZD w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT O OR FELT PAPER FOR MOISTURE BARRIER °.A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY ° Q co ' I —III = I I —I I I —I I I I I —III —III —III III d ° , . ' 6x6 w1.4xw1.4 II I —III —III —III —I I I I ° a ° . i11-1 l-1 I I-1 I I I I I WWF OR FIBERMESH STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co y 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL LUa °- a AT GARAGE CONTRACTOR CD TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 411to 6" BELOW GRADE =1NISH GRADE 00 -' I,III III I I I-1 I I STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR , ; (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD e / 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. Or 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD !a7�1 7-1r 1 --= -1 7.W ,WJ _mrT \V■W711.ir \.� @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN °P SEE FRAMING WEEP SCREED o z PLAN • INSTALLED PER MANUF. r 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS(,_O`� SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a d+' .nV'a° e .° III —I 1- .d •d �.' ° — III, , I I IF11 111-111-11 it l li i �l l l (3) #5 CONT. ON 3" 8" 1'-8" 8' CHAIR W/ 3" MIN. CLEARANCE R INTERIOR 2-STORY FRAME SECTION S S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF NOT FULL Q HEIGHT GGHEET C z z 9 G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 5/32" OSB EXPOSUREI F F SHEATHING W S SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE co OPENING SECTION X-X av C x �w x E W 2x STUDS BEYOND. SEE PLAN o ILL O LN I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3/4" I SINGLE NAIL EDGE SPACING S S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS -(2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFp q�� 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM ;/," SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT - PENETRATE SURFACE MORE THAN d ? OAj NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL C� NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u= E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J ❑ w/ 8d COMMON NAIL W LL LU :2 0� PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F y ¢ O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q -00 q v~ O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W 00 i- MEMBER IF GABLE END =U W NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE Op NTFQ�OR FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT N0. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16, (3) (3) (2) (3) 1 (2) LSTA30 UL 2 1 ; FRAME WALL HEADER DETAIL M S6 Virtual Review Assist, Inc. Flans Review completed and approved for 2020 earnplianee with the FBC 7th Edith by Debra Anne Klahr PX2300 PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5/$"DIA. x 10" "J" BOLT W/ 8° 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10) 10d NAILS AT EA, STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. � d d 00 -III—III—III—I ° d d " FINISH GRADE =1 I I=1 I I=1 I I I4, d4. 11=� I z °� -III—III I I o III —III ; T 1II��IIIIIIIII a III; i 4 (3) # 5 REBAR ON 3" CHAIR I 4" III V -8I I W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 co N v Lac') 9 a.+ '. c Q U. ` Z LU 1 � s O t.. _ z Q W L.. = O q U co M. ai mooCOM V) nU 7C)— 2 L Cl) W 0 O Ll 0 N Q sUu,7n�t • Ln U L.L.I 0_ N. W L p E 70 0 c01. LU W ❑LLIL �,. wow w~ Q = J CC ¢ Y z Q.' Z QZ) (n0 ��LL00U_ Q Q U Q 0 ❑ox z=�0z20❑tea¢ ocn�goz000mzz 0 ��CL> n W LU fn�=QQ J ( 0 Z LL _1<<0Uj Mrzi-WZOwC)❑O- <I-w �H�"; �Y❑QQ Q LL Q o LL • O O 4 N Z LU O> U') O O _ Q U0 Lr) z Ln z CL > Q O z U W LJJ O N N N O O O 4 O A'4 'T- .- 2 N C) CV C),: � CV CD C:) CDi' C) ` O 0o 0i O T O CO T O N " 00 T O i N O N O N O N O N O N O N r- N O N C)N 0)0'), i !; O , O , , 4 N 4 CD r C3) r o0 O O CV O O CV 0 CD , 'O CD r r 0 N o N Lo ` °' c- CD N O 1 (M O 4 O In O (O O ti M� CT Z Z O —z_ W o� w�� o O Q U 0 ER L 0 Of LU a=Q �.Q Z Z�� = yj m O= Z v H Z LU z J Z Z � TI Z Z >(0 _ CV LU N 00 �a2Z Dzcn ry• z ,-1 z a o U Q 0UJ 0 a ; z a z z J W co N N O LAST PLOT DATE May. 8, 23 STRUCTURAL z O I DETAILS —MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH _� /2�� DETAIL 1x8 w/ (2) ROWS 8d NAILS 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x O.C.& TAPCON @ H & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & .C. END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.C, 3-1/4" DETAIL BUILDOUT a" OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHORJ( INTO ARCH BLKG, PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN, 1/4" MAX EMBEDMENT INTO K,) Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT, W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N,T,S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 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. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (" FV 1 17 +5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 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/ i MIN. 4" EMBEDMENT AT 16" O,C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN 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. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4%" 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 rL SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6-0" F.F. °. D1, p' p 1=1 1=1 1=111=1 1=1 I I; gD. ° 1=1 I I-111 1=111=111=� I � D — I I I-111-111- I—I f=1' —IIIIII—I11' GRADE „� I I- Cl) p . z 04 •D ' (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN SE YP.) THE :S 11KIAt%nCDTADI C IAICTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS FSEE ARCH $L- N -1t P EENt !Scz pj FIR G BALL TYTYEE H R, P L f_ F CHANNEL, -4---- `-- � L.L. ij,_ FASTENED PER 9 NOFFE 2 EELOV'1 I — CONT VEN EG r �L - ;T CeL,N ' NAILED= TO - I— at BLOCKING, NAILED T D Tr :83LI I __ _ Za NAILS 1" CHORD EVERY OTHER TRIG 12d "ILS. TYILL°w C BUfLOTER TO VERI1"` "'PRO' `l0E SC F _ ,1 TERIAL SPAN AF°.AC[T >N T HE DES V.35N PRES"" °LIRE"S St -`EC IEL1 F0 R CCt=®1P0NF1 T ANT--) CL, €` -. TED 1N THE DEE` GN CRITERIA ITES A ON SHEET SN 2 FOR S F I K` C C HT.IENI AT WALL 0PER ALPHA AL-Ii1,1. INC: FLA 1,65- PRODUCT PFR F CHANNEL FASTENED T Ck: =s, I AIL Lt.I,I IIGA- @� 24 �v r, INN ENIBEDIVIENT ^`�>�0 0 Tm' I3 1a ��A. _ `4h'y'�4 ®.R' /N ST: L E � 1 � i AL, N. FATTEP S`I_IB FAS.C1A'00 16 Rl. STRUCTURAL SOFFIT SF0a.LE F 1 "FfIT.I_1:1,N,7 -6TS; 81 " 5 Fw PIES`.°°. ? ,.gal,°I 1 4 , IIP �;I A�..lu.1It111 I S.�{shy H 1 X, I 91-I1 a._,1f -REFER TO THE PRODUCT APPROVAL INSTALLATIONETAILSs. 2 X 4 #2 SYP SCAB TO SIDE OF �RUS S AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + CRNGTy PLYWOOD SHEATHING + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP + 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 MIr MSTAM STRAP RCAI F• 3/d cGG cuGr:T n") ANin z 0 Il O Lu 0 LL I— M 0 U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK —z RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' OVERHAN a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, V-0" F-0" INISH FLO ,, , E ,. pj °€" W L 0"" 0 Q M^ ai 4- co .� W _ M ` O '}- .� 0 o 0 0 •Ln Ud.. Q)� U LU c W L 0O004 ❑I - 0 WLU 20H LU W F-Ld Q (Z'�J IL'Q~zQs UJIz �' LI.I QD-�UO?��UILUO��O U maaW O20❑I-xQyWzWoom?ZW�YZQ❑000 IL W QOO oWUz�w<L7Q00W QJ¢ 0 Z) OQQ�Q U_ Q O F- LL H >. #5 BAR O ° n p CENTERED W/ 2 O q0T H IN TOP o z N KNOCKOUT / iv O Uj CHAIR BLOCK D (n Q0 CDMONO FOOTING _—_ SIZE AND REINF. PER PLAN I — °p °, p f— M Ln AND SECTION DETAILS -I Q CLEAN FILL DIRT z M d ° STANDARD C)N U Q 00 Vy #5 BAR IN ° ° 99 HOOK FILLED CELLl eLU JO STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" Jul 7 12023 N N N O O'O N N N DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. M N 0 N w LO 0 00 LID z w 2 O 0 w 0 Q M 4 CD I CD 00 t EXISTING BOND BEAM, Virtual Review Assist,Inc. Plans Review completed an approv O O O DRILL 3/4"x5" MIN. HOLE SET BAR IN for compliance with the 2020 F C 7t ditiorl 06 6 ' EPDXY CAP TO PREVENT LEAKAGE by Debra Anne Klahr P 30f�� O O 100 O O O (1, — r <T- N N N N O O O O O O O TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT N N s N N N N N MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") O & & o 6 00 CV M N O- r 0 CD CD 4 O O O O N #5x6' EMBEDDED INTO EXISTING BOND BEAM O O O O r 0 0 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. ,^ 0 0 0 0 0 0 u , c- N C7 4 Ln (6r LO 45x5' EMBEDDED INTO z z EXISTING FOOTING 0 0 LU C 2 #5x6' IN CONC. _ M w v' W FILLED CELL O W U H DRILL 3/4"x5" MIN. HOLE 0 (_� a SET BAR IN EPDXY L �— O a O z LU P ~ca0Z U EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4 SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. a Z � c �2za T . Z Z LL LU a O_j2Z U�Zz N z T_ a C .. U� ® O W Of z Q Z z W J Uj M Ch o O LAST PLOT DATE May. 8, 23 z Q STRUCTURAL J DETAILS—RFTRO FIT r-rn F-I- -i ,-_. TT T___ _—__. — __— __— -. _. _ - ___._ — - -T _ — �__ �.,—C _- f—s7F i,7�li� om. 7 IT— -.a —if _31 i:„ ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 2" = 1'4" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. D� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED - 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = V-0" STRINGER CONTACT% SIMPSON A LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = V-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ,--STRINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS V SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING SECTIO C� ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" GN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON NITS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" N VIEW SCALE: 2' = 1'-0" 3/4 PLYV1 ON DECK —2x8 SYI AND N/ FRAMIt 2x4 DRAF STOP 2x4 BLOCK SCALE: 1" = 1'-0. -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND z' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS '2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 21" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN, TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = V-0" 0 1 /XIM I..#UIVO I MUV I IUIN UC I /-XILJ (IF 11X17 REDUCE SCALE ,5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) L POST LET INTO LOCK IDE (ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES Virtual Review Assist, in Plans Review completed and al for compliance with the 2020 FBC by Debra Anne Klahr PX23 2X B OCKING 2X STRING R PSON MTS 2 w/ 10d x 1 1/2" AILS D OR 2X BLOC ING 3 RIS VARIE ECTION VIEW "H" SCALE: 1" = V-0" r m LID ` LID 00 'e K D z uJ 1 0 ® _ w Z Q CD R W '= 08 U c") N ai N .F L0 W i_ •L 1 L 2 U O 0 03 "ma •N U w 0 °L r � LLI C LU �~z�W LU WQx ZW QLL(D W O=Z00OL Q Q I— :OO¢Z��O��o�¢Q 0w x0Z0R00mZ= U (� fn Z J O�> Z Y 0 Z Zw7n� 00 d <~— <�-�Wp2U�Q 0LU 0� �QZ<Q U_ O N CD O fV OW E-- � ��o o `M (=1 Q Ln M � U0 LL Q W Q Ie a- 2: ' -1 >- Q 00 zU� W W1.0 C) 0 d- N M "M 0 0 0 � O t CO 4 It roved N N {' N th Edition O C) ; O 0 a O O i O � co 6!� /� `•, co o_0 ? 00 CD N N O N � N O N O N i'. O i N O N O N O N O N o 'A 0) N O O .O ,6CD O , O , N , M CD d' O O O O O O O r O r N O N 0 ' O L N4,�OooOoo Io > r N CO 'It U-) O r-- 07 CO 0 Z Z o W �wv) LLI O�4_0 O M Q -^ 0 i1 Z ZLU~H = 00 0 Z H Z z j J 1 >-2ZWTI Z Z CO � �a�w N � �z`/) z ,--� Q o z U .Q_I a OU O z Q Z Z w J Wcy) N Q o LAST PLOT DATE May. 8, 23 z O STAIR DETAILS J Sri -I f -n 0 I i 17T - F_- ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FGt2M A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH, 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads Cftwr- M'1"i SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20-OB 8F24.OB 8F28.OB 8F32.OB 89-0 8F12-1B 8F16-1B 8F20.18 04.2 8F28.1B BF32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 1 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 1 2177 3480 5381 8360 110394 37) 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 li'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N.R. NR NR NR NR 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 NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B BRF14-OB 8RF18-OB RF22-06 RF26-OB RF30-OB 8RF6.1B 8RF10.1B 8RF14-IB 8RF18.1B 8RF22.IB 8RF26.1B 8RF30.IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 (34 7917 19 9311(19) T-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 1 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19 10893 (48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891 (47) SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS 4AMP-4R� ^^''�i �• �� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14' _8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C„�r ��/►R4W '''"`'' SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRf" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8 iT 8F121T 8F161T 8F201T 8F241T 8F281T 8F321T 8F8-2T 8F12.2T 8F16.2T BF20.2T 8F24-2T 8F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9) 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 783 14 962 14 1141 14 1321 14 428 455 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 t09 723 (14 887 14 1052 14 1218 14 410 4201050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 671 13 823 (13 976 (14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 (8) 1057 (14 1225 14) 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 (1Z 567 (1 654 (1 142 230 369 531 713 (7) 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (1 461 (10) 545 1 629 1 137 221 354 508 681 (7) 861 13 997 (13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 1 600 (7) 756 (12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4CAwr-CR4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14-IT 8RF18-IT 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 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 4224 5074 5924 T-8" (68") PRECAST 675 1301 1 1960 2618 1 3277 3935 1 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1 1097 1651 2204 2758 1 3312 3865 T-6" (90") PRECAST 506 797 1462 (8) 1952 7 2442 6 2931 (6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 15 1980 (15 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 o o ° o ° c G G Q o ° ° b c c c c c c 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8n-1B °a �C° > C O ° e a U1108" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS c c W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. > G J Q L _ rr Q p - un � -j Ui U-�LU a #5REBAR AT oUj0 Ln a ° BOTTOM MIN. (1) �acip^ REQ'D ULO m Q N z o ,� ° ° 16 GAUGE POWERS U,STEEL BOXED Ce a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z y - C.M.U. 0 LU 00 z = GROUT Ln `.° #5 REBAR AT BOTTOM OF LINTEL CAVITY c c BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH) -� QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP U OG UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1'-0" O Jul GV-; / ) Virtual Review Assist Plans Review completed an for compliance with the 2020 F by Debra Anne Klahr R ' f!: M N O N '\ i; co to 5 LO O L # po W Z V) N LO -0 u✓ L o U (-r) N d ' NU 2 -0� 2 2 M Z 0 r 0 ` o T�1 IJJ o u- ,. Q U •V) MC LU QN C W V L 0O -. .- CL '0 F- LL1W o` w F�U)ff OcW W Q IzH r Z :� Of LL0000 Q <:)-0 C)X Q��°Z2°�j 2zOOROOmZZ0U- w 0 z WnaiZwwWv511�xQ~_, LIJ CL Q~<0LU �w��OOa. DLL,ow o 5¢ezg< LL Q 0 < f w 0 o fV z w O 0 `M O J Lf) ((n U- z LU U Q Q 00 z F-m z3: LU C) �O 2 23 N co N M N 0 N CD NN CD F21 A 4 N N C:) NO C:) approved C 7th Edition Oo 300 O 06 O 6 `•, CO T- CO V-- 00 T- O N O N O N N N O O N O N O N O N O N O N CDN 'A N O O O d) O O N A 0 CD 0 0 O NO 1 N� �, �Oo0000 N M d- L0 CO 1- M� Z Z - Z %/`/ U0Z> W U5 O -4-j Q LU Q *t O[L LU =Q 7 z LU Z = m O= I- Z 'n V O j J M Z IX TI �ZZLL Cfl LU Imo' Q �� O UL0zz g 2 z a- LU N z O ryZ { U U� 00� W � Q Z Z LUN Cl) `7, co LAST PLOT DATE > Ma�IW=3 STRUCTURAL DETAILS Z 0 ® J A B (L) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 1'-6' PRECAST (2) D4.5 WIRE (2) No.3 6740 1 9462 9462 10000 10000 3'-6" 2'-2' PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2' PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3-4' PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 467 853 853 749 843 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'-O" 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 1 337 525 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 270 449 449 286 451 14'-8" 134' PRESTRESSED (2) No. 3 (2) 7116 strand HE N.R. 522 522 360 499 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2)7/i6strand + N.R. 473 473 328 455 (2) No. 4 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. S N.R. 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116strand + 219 219 165 229 N R 22'-0" 20'-$" PRESTRESSED 2 O No.3 (2) 7/16strand + 203 203 155 215 (2) No. S 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 DETAIL "A" DETAIL "B" DETAIL"C" DETAIL"D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x116-P-1 L/l U] NOMINAL WIDTH J L QUANTITY OF 15 BAR AT L. NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#51- (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 1 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 1 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2) No.4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-O" PRECAST (2) D4.5 WIRE (2) No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 10'-8" PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 1 V-2" PRECAST (2) No. 3 (2 No. 5 1354 1354 981 1354 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 P4'-0 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 13'-4" PRESTRESSED 2 No. 3 O (2) 7116 strand + 1419 1419 850 1347 2 No. 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1291 1291 775 1270 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 +(2) 1035 1035 478 936 No 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/i6strand + 961 961 446 872 (2) No. 5 27'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 834 834 390 763 No. 22'-0" 20'-8" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No 5 642 642 306 599 ,..�: DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ �I r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8xI I6-IP-11L/1IU] NOMINAL WIDTH J `QUANTrFY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 l U 1 L SOLID #5 (2) U (i) L DETAIL'DE' DETAIL'DF' DETAIL'DE &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 7-10" 7-6" 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" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3C53 6-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T-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 686 902 TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER UNTELCAVITY [I8xl 6-P-1 L/1 U] NOMINAL WIDTHJ J,,UPPER LUANTITYOF#5BARAT NOMINAL HEIGHT LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L (1)#5U (1)#5L(2)#5U (i)#SL (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' & 7 DETAIL'G' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 10000 10000 4-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6766 8225 9200 9445 4-6" 3'-2" PRECAST (2) D4.5 WIRE 2) No.3 5104 5671 6345 6345 4-8" 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 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 1 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 2'-0" 10'-8" PRECAST (2) No.3 2) No.5 992 992 751 1035 2'-6" 1l'-2" PRECAST (2) No.3 (2) No. 5 937 937 685 978 3'-4" P1I 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 4'-0" 12'-8" PRECAST (2) No.3 (2) No. 5 804 804 529 838 4'-8" 13-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No.4 17'4" 16' 0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 836 836 426 763 No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 607 607 317 601 (2) No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 524 524 277 526 (2) No.5 22'-0" 20'-8" PRESTRESSED 2 () No. 3 (2) 7116 strand + 488 488 260 493 (2) No.S 1 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] NOMINAL WIDTH L QUANTITY OF 15 BAR AT J NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'[' &'M' 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 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 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'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4' 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1 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 N3 ()o. (2) 7116 strand + 1774 1774 996 1494 (2) No.4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 1368 1368 771 1264 (2) No.4 (2) 7/16 strand + 19'-4" 18'-0" PRESTRESSED 2 () No. 3 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand +(2) 1008 1008 573 1048 No 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No.3 No.S 740 740 393 772 ripIFEumm Flim-M n�m .:4.: � l•�9 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8xl L/1 U] NOMINAL WIDTH)1H I6-P-1 L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl6'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10'' 2-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'1" 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'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 1 2976 2676 2737 7'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 .: DETAIL "DH" DETAIL "DJ" 1� DETAIL "DK" TYPE DESIGNATION P- PLAINLINTEL/ QUANTITY OF#5BAR AT S-SOLID LINTEL C LOWER LINTEL CAVITY [I8x1I 6-P-1 L/l U] NOMINAL WIDTHJ QUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08, 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GRJD) j2' TOP LEG BARS: (PLACED IN(SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R TRUCTU AL PLAN S R" STIRRUPS AT 4'-0" cc 50 00 OR WELDED) LnLn TOM BARS n N SCHEDULE 1 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 LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. M PER STRUCTURAL PLAN m M 7/32" STIRRUPS AT 4'-0" cc 0 M (TIED OR WELDED) I BOTTOM BARS SEE SCHEDULE M - N. 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 A6, 3 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 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 1 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 6266 6603 4891 6909 74' 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'4' 9'4' PRECAST (2) D4.5 WIRE (2) No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 (2) No.5 2699 2699 1959 ' 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1 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) 7/16 strand HE 2199 2199 1219 1846 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand HE 1698 1698 944 1546 (2) No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18-8 PRESTRESSED (2) N°' 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/i6strand + ID92 1092 614 1167 (2) No. 5 (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 1023 1023 576 1121 (2) No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION P-PLAINLINTEL/ FQUAIITITY11E451ARAT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x116-P-1 L/1 1U] NOMINALWIDTHJ J `QUANTITY OF#5BAR 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)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'1" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 1 2036 TYPE DESIGNATION P - PLAIN LINTEV IdU11PlTITY 4F #5 BAR AT S - SOLID LINTEL � LINTEL CAVITY [8x1I6-ffffP-IL/IU1 . NWQNAL M.PH�J QUANTITY LINTEL #5 BAR OftNAL HEIGHT UPPER O 0 O UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8'T RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFTSAFE:OAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1) L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 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" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 A-f Vie•; ,: •a• •.e�' �. e. 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 #5ODU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DEIAI'_'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" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 6-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10'100 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 97 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT r S - SQLIB LINTEL I LMR LINTEL CAVITY [8x16-P-IL/IU1 NNIVIDTHIjQUANTITY GF #5 BAR AT N� [ ,AL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ I- QUANTITY OF #5 BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVITY [8x]6-P-I L/l U] NOMINAL WIDTHJ1L QUANTITY OF 15 BAR NOMINAL HEIGHTJ UPPER LINTEL CAVITY JUL VV\ Virtual Review Assist, Inc. Mans Review completed and apl for compliance with the 2020 FBC 7 by Debra Anne Klahr PX230 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 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 114, Precast 132 651 12-0" Precast ill 593 12-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-O" Prestressed N.R. 100 N.R. = Not Recommended CM N 0 N 00 Lo `Y" C J� 4 jj e GO r� Q WC F dy k. G as s a F, > 0 o 6 W i. 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Oita U.- yoralall E�,A A LjgM viihilimbo Yl., A"aw AR olial- AMI'll"llim, 2MI smmdA %1 I`Wx. , ,it 40WG.h.. H r N P L.- W-Til" 0 1 V, ol lzp ix. EM3 cggeqaNrwill comdM_Tm OW)40-03R FE-7Z7,Tl, m4' zos_im SLV.,� Oateirqr. Produm, kry"le-J, Ali a Ill of InT,46mll 'N"ITIMMIl - CPlv". fill F-L.1ir-I nn.,t IIIm. wo Erv*err AAiI 04 Am —el tJ§- AM- � -d Pit U" IRIPW ploaa, E Q ' l 44 Raw w $ w�,ISAG �lk1 I 1k"1 o,$1y141 2 S,-dv-t M�Tll 54�-511 Nol ill fl—d .riV"110- V-1 17 J11,20211 yl� 'file, WA , f,irl [Of, 3 SwrNwit Moc� #1 5401S20 h"WhAF)WVml 1MIrMll, ywm Yea NIA VJ�10W 10t) 4 hsUaW,;Fj.Ward III Y_ Milk +IDD�rjlUo, S_ff4.W &I 9154CL524 169,41M; 1—lig. 0— `bRfWM TwIlMll yo; Y. 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IJ 17 q Th�—Tiv �W lkiiiiivi $m 29ok dZ922 111320=9 Na 1f02 KdT' 1I C.R&ql En. .Mr b.lil,� "„b AIgFol"ll. r;: ivhkaYSmp 1) iU,9ti M,aAgg Ml din cmliiaii GIN f7mal Dw€ W MCI ill k S Will i --m Vil XX w QX_XQ ,milaurr0mu t4-€m aiil Cl El Fvbil emft O� ,l,:I,,lg0._,&.1lO X—Ilp'.IiI ". Mev.-d &Viii'"011il Ol c�wpc,ote R%. MYa, a ;10— vah (I"S"I Ki0rg: K0, V MOX0 p tlnnsi Opa". Carnpo'ft Ldg. Fil . EAmt,4. [>WMft es CW)p—iti, Sdp Plbmskk Ul an NorTmO �SZ#39,5 *qvmhTTpw &,quit, Glezod 0 &qU1A:Tr1r*dK1.t Quad ,:k"a1Rqurmionsj NIi"Ki 64"D13 "Gtltlpsakrw.: Gtae� W01d OR" Cmp4Av Ecgo Fill;w$aw Il 1,Wr'gfMIr;iI �� corlb� Woni ".1W 9WI-T-5 CA.-d Ow C—T—A. "Im SkI r-- [Vh G—d Uill Cw,560WR,3) 4N "%#W 1- 94pd "d&%k C"MCd vikkrd v�)piln C—p.,Aa FIpe 94-*36 0-lb-5. Giftd 4' U& F_1 Cpt m iV1751 mv I : xx as 0%7 0 toMe; q rfi 5 im) whtla Caga Nbari— $i�oit U—m uWAl`d Qpel T3160W.1 —6g. e3lFahvS EMflFi`e09m NvNwl)wwtn� Sjjmo 12131771026 ft. T_ — 1MIM28 pili, Tr- ft, W. 1MIM24 Ill Y" Yam. NA ll Y_ Y__ WA I 1 xlm 21 Uze Y%,; Y. Frur, Y_ W, QLA&Auditw Awwo for qrsy &MI V, km7A k0I Irma —VHT, 2lmimlru &ydr-j P ',A,, v., . - I�A ,0 "l v- March 5, 2023 T As required by Florida Statute 553.642 and Florida Administrative Code 915-72, please provide the information and approval numbers on the building components fisted beloIi If _T they vJ11 be utilized on the construction project for whic h you are applying for a Category[Subcategory 1 Product Descripbon IIApproval Number(s) Test Pre wu� I 1. EXTERIOR DOORS A, SWINGING FiberwClassic and Smooth -Star il'NON-11110PACT) F L2046 1 +67.01-67.0 psf 1213112vzo Fiber -Classic and Smooth -Star (IMPACT) 67.0/-67.0 psf tw Fiber -Classic and Smooth-Stairi l[rvIPAC I 13WEVE M. -0, MI W�_,ndows and'Doo� L15332.5 +401014,01.0 psf NOA 21-020503 +,3 8.71i-383 psf 11 Al 41111,2026 oration N Wavre-Dalton Seri e s 8000/8 "100/820 0 #1105 SX7 'FL824P,.3 +31.01-35'0 psif Series 8000/8 1001"8200 #1123 (16XT) ... ..... ..... 30.0/-3i15 psf �Wayre�Dalton 'Sei,rie,s;80001'8100,,18200#,Il�24 16V +34.41-3&3 psf 0., METALLOUVERED DRS Curries OMsion of AADG, Inc 607,707727,747and 84,7 Single Pairs ofDoors N,?'A (see Inst sht)' . . . . . . . . . . . . . . . ........ WINDOWS-- ln an oors Pella Corporation Series 10120 ONE psf ,;Pella Corporation +60.0,1600 osf HORIZON7AL SLIDER MI Wf;na'ows and Doors 7 el la Corporation r psf 'Pella Corporation Series 10 Slidi.ng Window LOB W MI Wilndows and Doors :Pella Corporation law.. M.- I ra ionIt Pella Co,-por t' Fla-nge Fixed le MI Wmdows and Doors, Series 51764 3. PANEL, WALL, A. SIDING J!am es H'ardie Building Prod, ��FL13192-1 -FL13192.2 ------- — ----------- Solid and Ver ed Vinyl IrSofft FL:15272.1 - FL15272-2 +7501-75.0 psf 12/31/2023, gnum Solt ,Solid and Vented Alum' +5411 -54.2 psf 1 7/3012023 A ASPHALTSHINGLES lonal 3 Tab, Dimensi IB. UNDERLAYMENTS Tarriko (for Shingle Roo:lt) A Felt Undedayment Plygiilass U�SA, Inc,., (for Tfle Roo� 1POLYS7nCKTU MAX C. ROOFING FASTENERS D ROOF VENTILATORS ��F�om os on A rc h M eta 'rC orn P 'Florida Metal Products, Inc 'DA-4 Exahust Vent jain T +071, 5 97.5 p E. ROOFINGTILES --- -- ------- - i 10M 1!1 r "�jjj :IIIFL7849.16 - FL784920 F, METAL ROOF DM C C 100NS, DM-%*--", 15OSS, DMC 175SDmi C r, 1�`)00S,T OM 5V 5. SHUTTERS STORM PANELS ,!Global ...... . ... Protection Products Galvanized Steel Storm Panels FL15076.1 - it III 1 ',All American Shutters & Glass Galvahized Siteel Storm Panels 6. STRUCTURAL . . . . . . . . . . . . . . . . . . . COMPONENTS A. WOOD CONNECTORS/ USP-Structural Conn�,ww ANCHORS !Simpson Strong-Te IMAI Building Components Aliniinp Tru s Plates I III MiTek Industries, Inc. lTrus:s lates C, D, ENGINEERED LUMBER MATERIAL lWeyerhaeuser Cast-C.Tete Corp, 1:;Urn Board. LVL. P,2313-, LS-1- ,Hghl Strengfil Concrete Lintels, f�27,1 - FL6527. NOA 20-0630-II I15 Comn-Nercial Concrete Products, 'Inc., High Strength Concrete Lintels ....... ....... The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection ofthese products. the fbilowing must b avallable to the inspector on theJobsite: I )i, copy of 'the product approval. 2) APPLICANT SIGNATURE DATE Fl,rica Deil:ar!rn-,.T ,A i, Reis, -latn'-f j i Ruilk"Ing Cll,rh;s u-0 Siandald,-,' Product Appi,olad Appftatlm DoNI _PME _ Ydadrgz 1 m- A &.5 '2M i�_ "TIMOP IN, jal"'', _1qf.x=A2=J=r, iaM=dL=Laa zz= I =r[sa 0%. 111 IVi I lIVR4 F,%I Ir j I� 1P 3T, I! 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Y Ii WA (Vanmelloll Ftbm F barglalm S,I loop Ilroi Sidlttto�lm 1�1 nelfargaOITS,amb �d,ll T"'Id IDr i oonlljjurmlolw� . ___'___________."' 14 IF 7hC,:V.a,.TroFh�&�F,U%Ca,',ISIA"-SttI l4raymM "Allirc-&VIVIiii momoldraHr:Gdae'll 12M IT3.2 No Yal NO WA - - - - - - - F,WjmHNd Edge _joVo:rH_ 5adla Lleer Iria-AagAin-Lizeew,en xrearliperni 15 ,,, ,hd,',,fr,,Fe,__C_,Va,F 'Am liI,re,inh-Saar �-V�,,Wrar e-&-.39D THT"all�Hmealltu'alde Lienea 1WW2022 Wo Yes NO I Ni , �'�'noeeral "I FlIrandri Sn,21- race IHT' �-d-1 U ramling n�rm'al X'i 0)e . ox"ll) � Toenial, jons" Florida Deparittitw of Beralinelitti & toratietrikanal P�eglllatora le'diap I IF I rhi Deparkrent I SoSSrrass St Professional Reguliation Il:' ,�', . 16 p T�he,Ti-a�7iii�,F�l[�,C]�osgilcondl:Diii:iotli.Stw" �wrmwib&#,39;OJ�,,Ii�PCO,�Ko�lmpad&qL<A�C,la,Ted I 1131 Q7212.1 Who liet, I'll" NO Bariting Col and Sta-viards I.Fe-r-I Building Codes and Stanc-'sirds el� __ I � _ � OV11"lle EdPOI FlevilinaSS 00ijbillo Delar ,afth or nalthoutt 54i 11-seeirr"ortorelift XX or Q):XO_ ollilfil-w-rili ProdUct AppilloVAT ApPlicallon Utti product Applaawl Appik'ation Dill 11 F " 'jLF'HV,_ _ - Ill --- H_ Fr':jlIlW_aWoa.C_'_, � _& ,_"In er f4onnia f4di 6 imelon.bb,trinpiddal apc -11nillial,22 NO Y�_ 1,110 — I Composite 2liell in"bargialm Sinritt Dion q'i �� - , I I" I 1. 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NI ILI, f 1-q.i(!1JrIaT r.'�711131TIelir bilefin 1,aVR , SAM VilIVEk,"k I 2f3 I r2fll ii )F_- Nk, I-" Galloasto l� ' i ' lot, F-In.'ral'i Dam, rettelselith Hall boall NrIe'ele'le"reen.,elig, YX x""K Fall Xaob� _'______ oNirfturtill . 24 le 1 ]rErrna-Tii u `iblar�2a%A, vid SrTTeLIN-Stol, tIoarlaj leartap raT4ofl_IWPer'a&qWot 0ollial 12M. =2 Ni� I'll-, I'll- 191A _____ ----. - - , _, g Id le, _ C=l Edge gbei g Hta� Deli F,._b nar, 1/rafW "arkill tl H 1"Il Oulawal M XXX Of )OW fe..hbl 25 y Thannill Izimu-Clomiai S�n,ixbh_Sm, frareelol 6821i 8 &tIu&w n-Jelvacaqui r'lloo8a 12KRU2022 No Ym Tio l'i C4lllptotatrl Edge FiltHergill Dow Pt"Is voitli Viernald Slamine(sitfirfainwoutswing )0� XXX*,X_Y%K F-kridia Department of Bulegres a I, Profeasnol Req�ubllon I , 't Fitmden Darondratint of Eatiorl 9 Professional Regulation 5' I - - notinfla,marine) ' bko' - EUpfing Callas aw Staddri , - � " l a � ; hill nru F ber -Otm,5ir, �nd Sli-irlothm',le, Narl FAW-NU K-Aud"i 4mqF*Kquot Glal � 2 r3 I rzGZ2 No ye� IN, HA � Buti fA I a TTJ I14A r1dards Wi , �5,41., C,,, i poidle, Fdi F-i"ill T94? PPal vkh Val Han Siamlgia�ni nellAinpDuti :" XKY W'U= Prielfiel Approval Aidgifiraflon Deti ranothict Approval ApplHal Delaill 11 "Iflillilralteril — - ____ . - - - .7 ze, rkleirml F��r-I..'Aas�.r,und$rnocCi.',��,ar NoinniuT dl%#�VrO&qUCtN�'�rl-111W:��R�C'�&�qWt Grell IMT21'rZ2 l 43 yer, No iYA I "I r"e'' ,:: :I . ""� I I I I 11 - e "', I � I'll I � � I I L I I � - - __ __ I I I - I : I : , : ';: �: - j' - I I � �;��lipu:si�cE�r�g�!FRbr.rglp��,$��il(TC-�'�k,p,ya��WA'�,��',D SkulivAll : r �. I I I : I I I 11 I I � I I I - 11 I � , rr I ,!5�:le�eri�!��!l�:I!li:t:s4,e�igioLrtswrij,�� HE i IT 0)(0, 1, : : : _ �" I � I I � I : -it ': - � I I . 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C 'He eld i Z731,2021.1 T"T NVIII rjo IWA Corelfbilial P401hoda tnll Rqpot, i a lderr*_� - buw�'lrltmart, Fiojino,V,�IMVTr9l I,i 'P.'eloate, rdolli iir�i�l q Hoe SAV. fa Ill, Veell I beni Ignb4Wrd r rIroerE1F',eaa,,;,aF XC, Clot He Irkel FkAd. 1.9,9-6l,rhilimel .r. .� -1-de ,illignil PFFl 1,11"the Prol al P'0�W Etegm'll Sairrilhill,tio 11��#11�i,i:,dl!:��iii�labo:�I plilran Horn a i 21C zdJbi 7�,Lt��b�t-�'--�'��-,�c.n,l�',t,ir,,th-S'mt �=IIZUTI.Izal :0 lbluotlion Fripwlaqui-T, FlIareed 1 �,jai.k.rttlt Nlil Y64 No FWA RiVid, IR,�i:gil,�;[�o:,r�iid,!:�ic:',Hlwt wil 1-hVemil Rw6da OxIlloall Fdgo Fibe,aaas Dtil DecIr ,el !1411�prmhl PrefiVilrolit, Nl1l!i*l,,ler 1 3&;l Sidel IMswr,gJ0wtwnl OXXF) I co'llbuirAtIll Ral 8.2jilidi Amilmd1fiblid. 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Rooting underfaynal Imirlic-121 No Yes WA +WV-62.1 S � � FcAygal. 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HIT %'A Frofift Ninammm of Buslinalisr, & Prenfesslol Rogulailiorl I'll al "!r I � FWJdg Daparud-one: I,f Knimat & Proftnarkinal rialgWebaw r , �� : - I Sul Codes arid Stvadardo IF , 'eM I Be I I cing C'Fe rv,s And Stall v Fids lL 3'�l I � product Approval Application Detail ______ � — Product Approval Applicartion DetaN ... ... ____._ , : I , ________ ! I ,� "Mm rr I I I I � I ,� - I i I I I I I � I I '� � a4"!: .� I � 11 � � : � I - � I I I I _11;1 I - I ; I � pal V I'll P-0, pal DITH, ri'llrainat obra raft balLix.bt aml 1411 1249 5di ; an � I 2121 xUaw daneglicom Degliel i YgLla"-Ek libnoSo zV_!WHRtx &&aL--1 2292 ll= Y.-n.".. VanH_-'t i r p�_k ired.121 A L 12 ald-ill Wai 14ilegb,A LUd!dzg&a9 &Ii SLr r E. � R"', m, 2020 L' ri Jel ip, - I einlen- , � &R Uer;Ip, HE I ldslay2n), I Ill'! 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F,, 1-i oee. eTlIT _'m gelraiMk . _ It, WA �"�l � M, t 11"aut liable, fidalm 91 baeu Ma abLitic Wall 2193a ftmotIMPA2 Ill 2=0 ,I, finatim axom I - "i _"� "' 7" � I i I File I Hal ' VA 4 11 TF It rW O."I, ,"a TOA Ll,, TITAb,, re a,,, epy'kerm Pli Tee, deed Vill Tz"If"i N. If-, N. �1'11;1!97.5 ir L-Vily QN3 - Slow Tni Far ,I ll � it 1 0 IV, kir � _ 'bW, CA 1 oa ecele'a TIa pread r idi , i ",, Pill A, . � tHearniQat" aftimnam te Hlie: 'led i . I . Tire, TFY SM - Male. Talkr T err'le, VH[ � eqkv FHeFirr,Tk, Ral r.A lmvttli� le-� Ili � i 11"'l � 1 � a, - . r _ .. dIe To, e 1, , � LITiele7ea Steller r;V,V L_lp I ee F1,III-ell 41n,�-_'e i2f3i='z' N, ,,, m 11 i � I 20 g ', lII -0,a _ 4b a N. Va�' . " , ,, I 0 r ad, I tar I W t tied rr,Ail' - p5iii "A i �15 1, ill W lrt� li - i � 21, Tear, ive !Rd -I- Wid, Prore - Krlg� 7-,- i Hit -,Wn i lect i - I M Mile IAWPITIO IFOTY-TY 1 zf3l reazo �' 't� el A, ! . . - Flanda ElLpartirrizatal - Buarrul P-ofes-alurall lNguiefifln _, 9 I Brall , Godess anti SitandarM, Product A�&prrxval Application, D*.aA iiii I pI 4 i Tllrd'2� - � - i 6#i)�. �'� . � I � � � I , � � I I I � I I r � - I I �� --- - � I � � - __ I � � 1 __ ago R2LY-% owl We 24%.UgURIM '211a Matle Y,e ml� QL_ hTa " �t�It MU Firl leated ftil - ��r —It&I itn�T lie Liazt. !L�� VrIlidsad !__ 'k EM11UEL laMs! 151111-11A, RIN"I'41F, 2li l4hilirrikirl'up 4nitirem:Trill FTm'T 04 He SR'Well F ra L Fk&fl [lardpL P'E I toy B.,ri P E. I G"darl"i IIN � I12IT'd; f11TTIIVX`LI 1! 2 r 1! V T 01 1. i I I'T'le-,"d catogaryl SrVml i 712-gbi!�� F1E-'3iI65,* 1954�S47-Dal SebCAUbbill Ster, , eF:evm, �T�l[�,,�w,m�a.�o.�,qr,t.t,,,�t,�, Corimpgamneklivillmo: ��,al,��t��,,��,L�p,-.xl�r,�,�s I l" .1. ra ; IT , Fol FIFjrVWFTFqIaVl,Vaa,'An TiI , a r I�,',H�'� FacT'ir-it EI�I,nIe' Ejl rp&g) FmAttill JdajjttL&!l ,vn r: - allataraRL-1 Approlaw-Toru Plateau, Di am, .4-9 FIrR.Juill PhWelijill bar of 08.1 F"Woub Gri ti v - - . 'RE5wfy_1.._ cel Ill H AV cyanall, Willa — , i n fal ffrtees� I �, P4 q a GA N V 0 1 Had � tI � I I a I F,: to�, TO I I - lie �J�ll]r C - -killWartiallaaStad.tinli lld�n�V *1iU`F2U1_2 -r'_- a - Y_ �� __ %f,,e Florida Derxidnirent if ausness & PWe5lakdel Requilation Deli& -,g col and $11onoialliz, Plod Utt rklejoroVat APOUCA110M Delad VIAXA::�P __ ba"o'MIL I I I I I � : I I __ "----.- :: : ,:: I : ___.____.__ I I I I I I I I , I " � 11 I 11 � I : . Ddit jbj L Y! I rodi Pal wl-ftilli M, 1W Xdi NotbrAidart idulM Q.10:L4ugA,bgogaj Hema a, "Al.ell aw-111 1:112tilQualat immag 04i fle i'll 211IIH a4b.AiHH'..' Rea i OF C -Irk�.C aell Llil, I.,L,F,ll F, IR rI'l11F1ll:!TT1 ln-'Ie�'QT T"TrV21,2T �Ipqrqlnll coldelarl Q41j'AlFilitwitimf�lb V�J� `H4_fvU room Fillin-32NI lgioeltaeleelli IHdIF,i L-4- Roble millee.gMnyani 0=01mi 011.4hol k 'All Reread ai di '"t, . ..... L'Ied"i E11.1-11.1 I Ill .UARI, I agam alft AnHeIn't, Adating We ant caligioll i Wilin medit Dotal -,=& InantistAntita'almi- leHim :eallorepoerm0o —c-&-mo-merai tbee, !E L""_q '_I"Ie'pm$lV fileadr, 0, L-MaHe e T-',,V k, H, M L -Cerel Iremi L.r,,be, eeFV�a""T t" I I �' �il, F[rA � Po�ai i Otella Sle"I'llif l"I'al 311f�L'7=21 NV ) F, III, rer, I 7wrlberrVri LV� Lni'Mr rad! mland, Lealbar SullflM Nz, Y45 WTI �Ia e� I j 44111 Bearil WP.Vrihtml ralimialle1j,,Fharr, ,04mitialRai El No I'll., "m' Hill bo" RH ii 5 idiel.yeillill- Need HIM, e-rd Ta%llNd&'t_ljVHF.e'1 ON3111M N. Y WA are, IR a Te d a Do aar,'�,Tre pt of au IO n ei�m & P nOeHH load I Ritbdjat� o ri Baretrg 0:dlasand ttandanelb Product ApliatIVI0 Applicatior, Detail LkdaLm � � . � " � - , I I I I I I - I I I � t f.ieft POIOex: Oil ;kt ;mtat�fim I W, I be"- '-d.-Lt&ll Bl�JiLk�ik= Ditaccli lasmonal-A.Ulloolt =Qlail warall 2ft AI2a Z5Q_AaDddR I tiatitill r r �wVea � I P"I"I", F i Arill, &Aeaq l I= e-val S,M,,, _�- -till- V I-i pr� "fY3-4O_-_' ll m 0 1145r2r'2V I I Mv_% - n L, : � ! C44i _�lF1leJ4lIlVCn1ra1;eieIr 02 I � 711j"nif"? "I'l "&__I�l � Heali,vi Iii,lirreldIns �lleellibella'elilli ; Terrill Eli tieumijeri Fl1h,purl H . 1 � $ 'F'�'t' lHF - "I'll' � � ja�lrnidLngaddadr I � kE9tAAL-_11_ �JILH_tl.al. 9i �1.1 U". Ud�_t �nj ; am 0 P-MILIA-m-led-0,M99-aiLli'mai'll E_qjd- . lill dnd,,tbPHa .Lj' �-_'qaL-_A1HgkKkm Rin'. -0- �Q H"'Te 0111dollil, ago "=,- - all latert I ., __ - � � I I,P,r,I AC�ft"_ 16.,0- Sel"I'Ah fel. 8eenn ll� � - ante; 4::neral pre I .r, e�,110F�4 FF15 I NJI`� i�r i� ; 2 1 71H, SM�W. �.Id_I rlle� ant�] 1-�''Ieerol t'F1`LQW4 I I, �"r' "� " 1 eirill IL' I � ,WoCe�. Ill We2j j- - �eie. Riele e'1' jr, FIT It".1 lI , � j lel 1-02-eal el eFl,n,,;F__ �"'Ve�VZI �' r1e. lql% i I'll, i � __1.____111 � l Florida Creportinnient of l3usinest; Z, Frolec-suareal Peopicab" Widno Codes a red SS1W mdartis Produl Approytil Appleation Detail W111AI'm I I I . 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WH'7 Mw 2- W`W "C "a: _ 5 #r x. no YES -M=� s r eynex 7 Nx" krew 9ys esrsN'monlIkWlgwaW f, rsi �r `VHA ENV Pormze Fro *57"" ri7mr C* -t:d° a - NO ` ge MU am,5n~ H 1 lV 5 ° � S � is l par'01 Tr f a Ws rV*' (' �" e a�7.+ar�sa� No °ram W 4 a ser ry�Aaar5Wr9Txaa?�.ear eSraftWamasaa^ lffreAgWsaw PRIVIF.':>a ;' wlw:,ar:.t2.A Nd s No re a 4 i f E f i S I t k 1 i i 1 9 4 P JUL 1 2023 , } i Virtual Review Assist, Inc. l Plans Review completed and approved j for compliance with the 2020 FBC 7th Edit o i by Debra Anne Klahr PX2300 } i I ' WbikGn■I, Cz ? ale > I (700 CL { fPur III � I MEN s IIrI SO- j folrlldf IdIWVkVi 1 i j i dk ti3A IL i i SHEET O. I i March 6, 2023 FIA1 02 r �� i i i;:3,e �, iu, bnu� � ,. +, 'i : V�Q 1 i,�,�huilL it ,: :,��i��., .,.. i � I �� ala/.-fl,`�-, __"-ll-.=:_-.-_--\ Z` �Fill il"��`�: I . ... ;,> f,alic,as,la � :Aill I I ... ��l I � I ..... I ll."I""Ill""L Ti ..... ii'Fi;� ... i .... . iii .. . a . .... "I ... I .... N ... i .... I ... 11�,�': . .... M ...... . 5 ... 1, .... ll"� . .. �" 1100 .... I . PAPANY , 'Ai, ,�i-, ------- ------- ... - - - - -- ------ - � - -- ... , - - -- .. - - ----- ---- ----------- - __ ____ r7p A, TTLUT Ta, F,E, tl1la:w',4acd,-cmi l`LrrAWlIlal "Irl , , C " L-T M� Data' I a� PRODUCT Dilli J. AT Qt�,.JKJE �ORT REPORT NO.: 20-0728.01 DATE: Juty 28, 2020 PRODUCT CATEGORY; Shutteria PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME� 20 GAGE, GALVANIZED STEEL STORM PANEL MANLIFACTURER� Global! prolood'an-priNwas III 48CO S.Vii,51 Street Oavill Flordai L-N)SPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Till Jr- P-E. (System ID # 1906) to the Global Protection Products, ll Rule Chapter No. 61 G20-3, Method It 0 of the Florida DePartatert Of BUtirinesill -drid Prollesslonal Regulation. This produal is being Issi-had an Evaluation Report as da,sx-ribell haeral and has been verified for compliance In accordance vvit h, the 2020 Seventh Edition of the Florida SlAding Co>de, arid lo verifY that the tini is for the purpose Intended al: least equivate rat to that required by the Coidoll, This Product Evaluation Report ishall be subject to review and revislon in close of I a RuIdati Coda o"ItSo that rl affel Rs tIrnfeflonsand conditions , ?_-FY!Pr_-NM8_MVffl_tT,r Ev: 2.1, _PRQDW_T_VAt_UATj0N DOCUMENT (F.F ,,Ml � Drawing No. 20-176, filled '20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared byTitteco, Irl signed and sealed by Waftir A. Tillit, jr, Ill dated 071-2812020. This drawing is an integral part VA , MIS Evaluation Report. V00-1.1 l flitill ,qe�A!�.Irll Tizeill $2 ill � ...... / ,�. 1�1� :,l ,' " - , I, �,11 - - " ,-' OCE , ., _.,l,l,,.,s__-�-__ �.�' "i �� S __ . __' _ - _ �L I - - -- � _1 _- No 44167 '-, fl� 1, , I. t 11 � I � js� � 1I_=*1 11 i ,?.lr,l-",3" , .* a -1 I �Il ____t_i,LL,_4j��1F__. � :� 'At S; , --, x-_'-, &I , , - � �, ii� , S � �o, /" Dill ,� ,;�� 0 11 I -- - - - " . -, ois ie ID ,& ID " � . ,_ 63 5 i N Ill 36th Sari�et.,Suite 305, Miami, Flanda 13166 - ftontil (3li 81, I - 1530 - Nfll� � 0-,;i M�-L,�5�Al "_,_ 000 I I l�&��l()UiCl-t�I'A),,D,&"--BUVJ�U-,tff),, �ISI,Rl 2 UA _ W r Rf"i"011 Li nilisivolle [nipad anct falt'lioliTe load testo allure parkirrilled Joider Protocols IAS . 201, 203 as per ascil 1:326 ofill Florida Building l�]iidle. Llral sst_at,`I�, �ciadti Eui32r,QP;iotoro� T"t re- oons pr spartaid by H u rri cane E nairiefia ing & - Testl in g, I loc , R a ports 9 9 A, 5 65 9 I 08/0 911 996, *6 - 5 1 0 d alif, d 0911. 8f I l 2-6, #96-T30 dated 09120! I D-96, all three signed and sealed by Hector lis-ilkledinsi P.E., Fenestration Testing Laborat,aill Inc- repels # 2QT2 dated W=16;-P-98 and # 21126 dated 10/05,`1998 witnessed riv Gilber-, Diamond, P.E. anti RIevort N0 0219.01-w09, dated March 4. 2009. signed and sealed by Edmundo, Largaespal P.E� and Henry Hattern, P.E. Tensile test report No. 9CM-197 by QC kilat,�Ifurgil Il dated March 143. _20ii signed and sal by Frank- Grate, P�E, I 41ji_,siTRUCTURAL ENGINIII fil ca �V, _T N ____ LA �JQ_S; On 20 Gage GAvenized Steal Groom Panel for triaximum panel isangth vq, design wind load, aswell as maxiial anchor spacing vs, dersign will [oad al p-oriti length based on ratiorai ane comparative arialysis, andlr� accordance till seliction I (31 El: of the Flonda BuRdIng Code. IDEllculatiol pral�lorod by Tilleca, Iric-, da1etd'11M3ffi8 and 03112115, signed and sealed by Walter A,'rillit, Jr., P.E� 3_ M$51 LUMEA.CT-RUM A_NTCE - Large misslie Impact under Section 16261 ot the Florida Sullding Coda, as peir 11 AS 201 Protocol, 4. WIND LOAD$ RE$11i �,_ 20 Gage Gelvarl Still Storm Panel has been verified to sustill wind pressures. Maximiturn pans! Ier�_to sL_,all he as Indicated ,on sheal 8 Il'), I 4, 1 5, ' - � � 16,19, 2.5 and 26 of 25 co - �0u_- Evatlilation Dociument (P E Q-.',, drativiing hill ' - - 20-176. Maximum Anti - �p -In�, Dt---311 beas incilicatied on sheets 8� Q 10.11 ` - � - _�__ 14, 1 5T 1 7, 1 8 l 19, 20 25 am 2%5 a 2ii Df I Lict E valuF)qia�rl aasij�;-__- .- P t' _ , I F-D"t, drawirg Nlo,20.176, 5.AN$.TAk1l.i&TQN_ Installalilon ifl,itill be pairloric,.d Dtzrictly in accOrdance- with details indicated an sheets 3 flivia"il, 10 thoo 20,',23, 24 and 26 of 26, of Product Evaluation D',xiiiijent iP.E.D.), drawing No. 20.176, f0in4num separation to glas�, alTi he as indicate(; on sheet-, 8, 14, 16, 15 and 26 of 213 of Predict Evaluation Drxmmstnt 'j �P.E.D.), drawing NoR 20-176. Ovilifflilitiluth Lti N Tirl-7%. It:, - �_ � 1 /N il 41, 11", _ _ ,,i , - ----- - '4� rst --colip - �,,, -?�- I � ,,�, c q � - ,_ I - D�- & - Di - , � P� ji�-,L- - - , S �. - I I- ___4to� ,i 1 ,.-, �� % I � I 11 . Ir . 5 I, -�`, 4 - lifol �-� -- , ar � A, I ," " �� lir � ,,, ,I,_,, .kI �' E� , IT � u r,E Ci` `Oc,iF 11�� . 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PPOTEC71CIN PRODUci LIC I 7 '. � ", - �! ,�_ � tl� ",',,'I'll, " E lli, . 1`10-ii - -I %'-2�, I'll .... I 11 If MQUIIIIINIt, ", , `��I� il" , �, --�; __ � , - ill L I C 0 MKCr � � We �% II ITI111110 ; Sit r - liz,l rniv,i�,a-iHi ; il-filixa-z'61wil I 0.%� ,1'IL 131II, QK_2A �adpfl� �� ri� I 5"LF ota-11, AL I - ,,, ,,, llll'!!� ., . - III— -T., . Z. WIX 104113110-m? 20- T 76 I �,%''�,*" ,.,I." I,-- ��!'_�.!��_��!�,. Iiiii Ppillam -" ""' -, -WvTTr,0 I. - ;� 1; ;_ � 'Ar � �," I I,— A � Ti -.I I � ___.T:�:!._ i - N4 R,, -1- I L_� 54 -.- . - _2 _�� - m - t �'w -Da�`-' -:- ,-f--.-- _,__�� - - - - aso, I ll.�_ += �' L6tVJ,'UCLEYALUAjLQ?_4 KLMW_'qQ,_�i1sTt7ZAM i 0-,-If,4.ATEW.-�.,-(,'.H,AIRA,(',.TE.R,t�5T�CS AND ,%PF�c-i-F��'O'.,A'I-'If)-(.4.6., Shall be. striclil irl aclexodance,lial 127ene�at Notert and Corripi.inerits indIcIated cin sheI� t 1, 2 arid 22 of 26, of Prod uc� Evaluation Docurne of � P� E.D.), drawing Ne,��0-1 7G.Ainifilor opecificationa shall be as indicated on, sheets 1, 7 and �1 of 26, L;Product Evaluation Document fil drawing No. 20-176. 7- LWAIAMM.-AN . - D D ON$�011 LISE-� _CQWjTL - 7.1.,�hall be strictly in comptlairice vir 0 General Notes No. 1, 8 thru 14, indicated - an sf,eel 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thfu 16, indicated an sle-lat 21 of 26 of Product Fvaluation Dolaurnent (Rii drawing No. 20-17ii preep,ired by 11illeco, Ini and signett and sealed by Wailler, A, Titil F,E, 7.2. �'jeduct may ba:rlstalled wk1l HIGH VELOCI 111'VL HURRICANE ZONES as clefill on section 1621) 2 of the Plorcitt Building ii-a-slin 7.3, DIroduct shall orjy be irwitallard Oil lucured c,oncrell ciloiluorPte bleck, arid wuoI,� fraril StiVILKAWEIS Prod xt Evelluation Report prepated bv Walter A, Tillit, Jr., P.E. (Florida 11-tearse Itic 4167), President of Tiltew, I tFivm1da CA-000,6719). ,t,,k%V,0t.114,fI,,,,i , 1��,�-, tk - Till I � � k 0&\� � '/ .1-1 . " lf�l , , - I . ,�EN&,_'I ' %- _,--:'�, '\� , ... - - � ip- - z : 1-- '. S � -:;;.i�_, _- ,,4_4416, � __ - ___ �*= - __ 1, * " � - _"�* - I : z- , � �7r 4_2�_,J% sTATE 0F I�E LIZ 4� , , -,--,,$ ,,, � ....... - ;�:� ��s -_�,'k,l la � 1 'll;, �5,,�, I , ,� ,,Il, , , R A,�,I, tul"i", ,,�,* at a� I'm - ... 0 I III 1. III , ,,, 11 �� 0 I "" 041 ka, li�'IJIONA`_ it',aill' , - ��, � L � 7 , - ECO AUNION RECORDS � P� E, RSPOPT �0 Ii 041,001,1, FROTECTiON FRODUC TS, Il I trDEFAGE, �Il j2ED sl Eta si oll Paileu optivettsR.In't Papal #2M72"Lol ,11,11,11111`101,�� ... ..... - - -::- DN � I L �,, , � 111.11l 4DRD 4 I � Z .. I . ........ � .................. �"l��l",Ill,li,l,l,IIT�,["i:7111 ) i rot C\ '13LI .... ti-ti .... S .. . ... T .. I. I ... 14'la .. . i .. . "i .... ("MKIEM-Aill COMPAIII ________ __ ____,___..___,_______ il,'ALTEFLA Ti ,r,, T�E im,:s i ,-at ODUCT EVALUATION ;T P,o ,�Dsl -1��6, _jn�F�Q . . I.RI'T f','5_)tll REPORT Ill 200727X2 DATE-. July 27, 20230 PRODUCT CATEGORY: shutorl PRODUCT SUB, CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. _040baLF-T9 toc liolia-PrIndtill lilllic� 41i &K 51 �Sbasel Davie, Florida :�0314 t-PURM-0- T 9 SE OF EVALMAJ --W This is a Product Evaluation Report issued by Well k T1111t, Jr., P,E. (System ill 0 I Kiii to the Global Protection Products, LI.C. Rule Chapter No, li'll Method 1D of the Florida Declartment of Business and Professional Regulation Tral-D product Is being Issued an Evaluation Report as described herein, and has low,iii,strified for cornpliarave, in acotxdance with the 2020 Seventh Edition oftha Holies builtiong Code, arild to verify *at the product is for the purpose intended sd,tepsf riTcaligient to t4tal required bill the il Th6 foxidluat Evaluetii!ii,ri Repuld shalili ice slubject to review and leikllilal�m In case of a Boliding C�aide charl that may ationt its limitations and cordiocii-is 2_EV DENCE SU.BMITTM 2j�_PRQDUCT MrAWATION IDTQlqUMENff_i,P_E,jl Drawasig No. 20-1 75, titled '24 GAGE GALVANIZED STEEL STORM PANEL". "sets I thrill 18 of 18 prepared by Tiltili Ill ulgroed and sealed by Walter A. Til J_ P.E,,, dated 0712712020. Thir- drawing is an inte%� 11VIP4,01s , fill I lt�, Evaluation Report, " , I - ,p.�,,�,�, �, - _.I�Iz/_x -,, � ,.:� I - I F - , - __ -,�,t --, \�li ,-I -,,- - 1-1 --' 1� I,- -�*z �, - -- - �;A . � - � �_ __ _lE4,_0_*I 1 6 7 *1 - -- - . - 'i � �Z, � : : � 11, � _-xi * � * --- - __ __S_:;;i5____n I � � . , I - I TF r'; . , "P.. . . lir- ., 1,10x"�I,,��Op'qlli --"W I , XI , - � ,;�� 4� , \ R, I I " r�� - , - ft A 61�51,4"'al "I�?,Tfi�ilr��,,,I�,�l��'�,��Ill�!��"q��5�,,�!��!ll�'�!�l��4i,IFI��icidr�3��i�(��,�-J"L�y�y-�(ict�)S-il-�t4o�,��tii,i,b ,',� .15-il ULAR & LIFE SAFETY -STU, �- . zKAl i 12 - t -) I tVi' (XITAL WIDTI4 - - - -1 - I t "It- L .l . . T750D' ,k)SVIECTIN4 WQTH'� - I $151il'" - , � ill - ) -_ - �, 350" - - - I�l - � , I lirl), - , -- �L 1, , 11 i ,I I - I . .. ... -Ill, �.__' I- I., , I . 11, � - 1 31W . ---- - � � - - - - I -.i,-4,I, I rt IT- v � i I - C��qyI�il - 1 t"'o, I'l-,, - ,,, i 1111l.. ol- I I ICI III, I .1 I ,� I ", ��_�; � � 11 : lill 2i '. � �rll " 111� I * I tu"T 'I, -I- - I I � ii ,I. ilillill, I ,I I ,I 1, I ,I� $?All � 'I,' I l-, ,,, - "Ol t,"N /'0.03. 1i � �it_AWEU I i 4,§.' , , tAll � , i � III 1, I I, I "'I" 1, ,I 019r, 111,,�Iil uIaji1',_pi,:;qrDj_L1 I ,4 ,;�' F�I , , "Till � I an - � ,,l I IIIIII., ,�I I" ,I I 7W, l V L 1� "I, ,� 1, , I I, MV114171 t 11 qUil ."I, Al D-ftl 11 ,�,, EUTEolt ,,, I � i IxOtic r, , � "'i 'i , �,, , - , I � i "* , , li�ill TYP III - =�� T I I vr� AX 1, I I _ W lit"W , " RX0 III , � � , - � . - I all 'l,"I 4, I.I -1 � I 1 UIPIAlLi"Ai, ,� I � . - ii OALV L.", - - rz -, , D` i tsi A, I ; r � . - - I � I . - � I � - � � � - =m � 1: - - - - . 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"�) , - ji, - -Li I - T I - 1 7 Z-21-fulff FORI " Large rnissitic impa; I , I I I i �11 ,I! i �, ,l,j,:, ��,- ITt l�-,-Ie�t',$J�j,l,l,,-��l��!�as 1:� 1-1 -C peirsection i6li I i i 'i I I " �-1,1,�i,!J�,f�":-�t--�i��i��)8<,I��a!l��)*�)1- Sail n 1 709-6 31. p, � , : i . nie;��-;Ii-�jt�l,��kf�f�o(i�-,an'�"est;r,4cj I Lab of South Plan& : � � I,, �, , I I I. � � !.'i_,�,11 1,t_'�i,IIL1%s�*d by'Vlfflili,�,'Trrl I R_ Mannar, II � li u Nlki� o,, �,, I : . . Hait-mT P�E, an" Repcirt: No. E 021 9i. 0 11 -09, a ate --" F le b ro a ry �, : 1 I � I z:r : ,,evliec by Edr,iundil Largaespada, P-E, arid Henry 1-1, , I . - - ,1143 import and ryclic I � � I loadings per Protu,�,,qs TA'S '�Cj I rl � _L1 '(j�)q I z2 ,of the Flonda -I - I I � . Saddling C-nds. Test Relond nrenaT,. � I : ---ing Lab of Souffi Flork-la. . - ,� 1 -;rlii anqj selziled by Juio E. Report No. l ' 123.01 l0,datedK1u,,PttTbr;r 4", - �, I Gonzzee� P ii Tensile test roport ki- --to-'14Da by CK I,10,11lot9iii Irm I dati klaich 12,, 2009, '_ - signed anti sealed t�y Fron?, G,r,MT,, P E, ,s per ASTM 'P �8 and Titi Test as per QC melaIuligicrIl Report i4m, I rTilill"All- 1 3 16, da!pe! I, ec;'�Irrlber 1. 2010 sigi-W.,ij and's,isaled by,iflal �i��r,,�,��i��:,�,�,�-I,i��!�,I iLl F as per icyTkI I_---�, 2...5.,.D.TRUC,TVR&I.�,��,l�(j�r�141�'gr��,�!��CA,L��%,��LJ�,./kT�b S� On 24 Ga Iioro I Pal a1 i1cri n-l-D'Il nil R 1 E)��,Wl it,419d"j Vic. dou.kiri ge Galvaill Sleel I�� wind lead, as well aL,, maxii otni!:hlor iiipacil vil ioe,4pn Il,l load and IoRnpl' I length based on rarion ii and cl:ji lIp,1r,,l ,qn,__y-_Ts vint! ;at a,c,,,*rdwlce witt-, 1, aaacifjort 1604 uf th, �_Iulflldra E-Ailki ,," ,odt, ,1, I its ll�r a tj f- Cc' ulalic- - e - p rr-d ill T01i L� Inc., dated 12III-19!10 _�d (NR,�-'2'7,1,� ffoi thi� revistun) 3i9,7,ad .a�n� setaied b,,. ',Ajaitf,1 A- TIllft, Jr�. P�F_ __ - - 3. MMILEJIM-Pi PESISTANCE: Large missifalmpsc�u,-,�_],-� L�II,-:fllm:l 1�.-,'111 1 _ Oil! tlh�- FlordE, scridirig C'Me, as ple-li SSTO 12-99 StanI .-nd'I"', S ��`, I k-W-INA LOAMS IcEV,15 lX*-(`,: 24 Gage G 3 allorl 1 ,"il lee!i ': , ��cjljrl F,�iil',111 1!1,�,_ l�� 1�'i �:,L:,: jl�� i � �1,11:,jjj: I 11,111j-(I'i - , , I pressures, Matadi ol,�:Iolol ariolth:i:hall cl�l li:� T_jj��.�� q �,,��",I,l �': '!':, 1111, i 1, ' I -, 4 41 � � l 1. 12 and 17,il)f 18 of Fic�,Ill Ev�::illi,jlinn Dc<llrlll"�r4 li-, F � I I lisa,vviutj Noll 'II0,175 NIMiniumiltirichor Sl�,�,Onj,T:li:il� i:1,I,: ,�j!�: rllj1�:i,'A0,'!;'�q'. _i]��,�P_ I"I (i -jo, Ii, "I : ol�rj I( � I � 'l _, EL and 18 of 16, of PnI Elt`o[ll �j�-` I 1�11,,I� TaI'll..r � if F _ Tr �, dinativin 10, t 7 5, 1 , � q fil ta 24 Gage Gattianizec '_�:-�I ',.,�Ilorm Pan,aj hzt,�, t�De;; ,,�--rifiDei folo code T.xionp4ari(ii6 to __ Wail as a nort-potil ��,or �I 41��-.g,rti�er.3�,�;,z,TT-t5,-,f.lz� Ns l S= 12 439 Standard v,xillUllillipil"I OV . 'P , 'Ifl I - 'r -X -, ,,, �,�! � - , (z I ,,, " �;I.'� ....... `,., ,iIt, 1--�"3--1 , - -'1;,5;, " �_� `�� - __ - , ___ - -1i I .. I - - � - - . - I �� - -- -I, I-��!67 ,. = - I- I . � I - _1 w � il- .� * - - - __-, I I - - - I- 1 z F ", I � , . "r - - - �_`_ , , I I I a, - ��l I '. ,I ,z �` ,� . i i) R il�`I �I ,�x' ,,,_�, - . ,Q14"'i 1� I'r, _ - - _Wc " e , , , "11W , ii 1, r ,9, 1i MAI c I I I l''i, J ,�'i'l",,;Il,��-1:�,,""""'I U jl�Vjuj � - I ', % , -� I, 4 � Wj I Rt RT,FQKI:�a I`$ -(il 5. IRSTALL-ATIQN� _r i liostaflui I 4-in, shaU tjTI ,,rl `lx,-na,_Ld sl[rioll'il illil ac,cclil,ld a laco i dlta�l I, I icated ,ori ", hi e. a I s 3 I t) r U F , 'I 2, t i I ir � i t e T I f I a, I l'e,jdLjT�i &'ToiI�l Ja l 17l- it lioL'Z�C��, 't �, rt C Ij I'[11 a c dravdn'Wille.20-175 k,lirlirriL�rnsp,,��)arLwtii)�itoq��iss�,Fha��t-i�,:,j��rir��,��,,��llf-",�,lf��n sheels3lti '�`i le"'IF ' .) iFj;lriiil'l,g�)�'�IB,PfP�,c.4�di,j,,;�5:-'v-�lt--tio,,,,Dc,�u�R(�pi 0:1�E�G I draw��ng t4 M_1715� � 6. MI;'-TERIAL C-HARA' STIC�3AJIIIIID�=SPECIFIGA 'MQN_S� - JUM Shall be ,--r*Id!y �__idarrcewth General N(Ae-s and Comfxonerits ;ndlcaiec on I - III I, shil ri 2 .--T 1 =� Cd Produil Evaluation [Documill (P E.D �, drawing No. 20-176. Arich,sr specificalions snal! t-,q, as indica"e,d on srit�et 1 nt -!,�, cil ProdUcT Evaive'lion DT.-cul,nfiIiE,P' E D�',. drawing No. 20-175� 1 7. ijflfrrATjoN�,s,Al4f:I cON I ) il �W, A ' . prrli p �� of- I l5E '?,l z'jfajlclRsjr,�rfl lr.f-� Ili ornpiitiocie lapilh General Notes, No. 1, 3 trill Indicafteil I orl Si),Liet I ni is , "if FmLi Evaullail [Do,innhiriert (i-` E,1[1), drawing No, 20-175 propsr�d biv Tilte,ao. lrlc� andsitgnud and steauted by'WalierA_ 11"iflit, it_ P1� 7.2. Pr3clud shi "o7 be installed within HIGH VELOCITf H"Pill ZONES as d v- fi T-, ID4 o n sl�� i � n 1�2,0 2 of the Florida Suft.ng Code 7 7.3, Product shalinni-1, be installed inio poured calncrettii. cwicreae blank, and wood f��rrrl FtruclwQ�_ piodul't EvaluaticIn Roport :wk;puctlj I�ly o"Valter A Tilitr JT, P E, (Ficili Licti No 441 �1 7 �, Flrr_�tiri of f it JL, c, It jac ljj�ijl�lon , a i',Itj_�l jt,I)li��4�, 1 J ) I I 1 4� 1 1 �1` ol,,,�a 4 Ill, "Tor oat , ,-�,., T F � , ( Is?a, , � "I , " ,I ��o - , �� _U, , , " � , _A�' I ''i"i"a''I", ", I, �� ,� �� i �,11_ 'I',' "', � 1 , ; � I I.I, - - - . - I - 1� �m - � �_ �Lj � - --- I � i , , - ri� �4, L ,- � * ! * ____ ____ ________ iVAT,ILL � -C =, c In -jr n- �� C_ , � 0, Tll.-CC�ll AVIA114 lii-rf� ,'D� � , I- REP, ��T I': I ' 1- 1, I � C1Tt�-_,,a'4 Plsi%�ds kr,z��! Xi � - - C111L%1Q1`= �'A-F�t :5-011W �Ill � OFYIC � 2i`j 1 7,") 'f7KIP, j r 21� 67_�Tl-i,,l "I T-n tbs�.. _1"�; ,- , . � _, � . 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" "� 11 a, -O� "Ps, . - - SECTION A -A I'U"I"', SC114-F !/-'2' ,11!�111111;�"Hp"," ,Q0,,,,,_ ENwNeERiNG EXPREWS" f"`RI30Ur_T EVALLIATIloiI _RT Sitriflairralfla $5, 2020 Alrilfirmfien Number, L!Wp. 1 .- P2, FIrLi eol Number 2531:,5143 Pordlict iderbilw1unior, APA"biocan ShvIIHIIHI arol: I04oral Marvokorobater Addiesa f 540 Donna Nowl Was I Palm Beacto P1 "31,409 Product Name & Desonfillon 24ga Galvanized Steel Skonn Patiple Large Mmitille tmpootot Resistant Scope of Evaluation: TM Product EvalLabovintaprod is being issinodur accoordarorrovArlh thereavyArEAnIzalmir Florida Nfroinment at flusHrears amt Prolosaworial Regu4lovttoo (Flutoda Buildbat Corninawan) Ruk-r Chapter 61 G20_3 G05, F A C_ ICA stalteardon ancelactint per Method toot The :pmiouct MW,d abOYAP baS larterr tested andibrOrvabirmid as-surrornartend heroin to show comlAorkor, With the FWAIE bitIrEI Cod" Savrimit, Edition 1202I onto OF Cut me purpose Intended, at III aquivatnall w_ Ithat Paq,tvant by one Code Re-evalontition of this w"dod shall 136 forclaked foltowing fiedinitirl F6o4da Eluddalf; Co.11a b-odihoalloms Co revislons Substantiating DII . P_X drawing 4I fided '24ga Galvarizirlia Si"i StOml Panels (HVHZ & NDri-FIVNZ�% sheets t-S preptioed by E.ViTeah" ciforess signed & ereled by Frank Berinarda, PE. is an iroogra paf4 or INS Evaluation Report . TEST REPORTS Uniform Vlatic 0we-ft"I performance has been tested in lorcowaame with TAS 202 test standards pet test reporI 9ST-ASGA-7-001 by Bitw-lbinatiot Testing Inc, Largovois k- irrWO-reartibant-ftoonticyclitc Wding periorrnionce has been tasted ip accorcancevollITAS '1017and TAS 203im standards per tross rsport(s� lorST-AS(I-11-VOI ILI MACIPAtEum U- In- , -T ;;bEI - . STRUCTURAL ENGINEE .... CAJ-CULATIOfilill I O 'Thri'mural rubjIlrivort"A Eak-VILIPITTIs rarve IdiatiT plefrovial whIch evaluate 1o TDourl basI on aotrirparaolhhp AMPTIrI ritToorba arrairroig III qootfroty [he Ha0aming desiNn antorin 11, Torbox1rHurn Alliatirriailio, 141:rrins 2 Nfliantrini Pill000lbill, sparnI 3 MinirounH 1, Wrqs:SiApai,i0IuPH 4 AnchaY Sp6irgi 160 SW 12 AVENUE SUITE. 106, DEERFIELD SEAC31, FLORIDA 34442 I954Y 354.0660 1 (866) 396-9990 T=AM(O E NCINSERINIE,PNE5,1-cc- Ehiaiolli8AINIE,>;t .-.o. rmggzV&_Tl ,1X , - ! -i rn -a - ,;,- T C O�& � - - (-JL -- II :1 ,It, 1 , , -,. - I 4 1-11, i - - / 7,t r= — `T4_ . or � �.�, Y, ;� a,W'l I 1 - ;, :1t,A "I - , " � �.I , � 1 s � 2.1 Z� , �- - . g ZLT�Tui,,Ti, __ .11 t� � S , - 10 L - I - 11�11 L " I _ I- F' -1 , , - " 9 . I q�� I - 1r,7 -10 -_ , . �q �.e , ,,, I , -- III , �-,. o m "R:#% Lj3_L 1.1' `.Iol' - 1�9 -I 14:10 j 'I 11 I --,E HPLfIf ._. " F�,,,jz - _,Z, - - " iz - - . ", ., r ,U t_ -11 - , r �� o 1 � e � " : . 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Nr -N SIJASE NI ,Lj,- RA WLS TO � TiiX� VAI III j1- xIe ANY I-A"NPI, IKX,`4T1tP3 I CODE v-51lRRllolI"`i" F NU __:� I i ,,j FJ� F-,, I r,,'!_� � __ [I 2 i__' All \ro,ai(�an Shrillcr, and Glass - 24La Gal, anized STovi Storm IIIIIII& Na 33% increase in allowable stress has beent used I- gone deaTtI of this product � uparrition, I,um glazing 1% not required To, 'n-STtalbutiorm outoWto of Ond Zonis 4 and .%�AiAjtol faahl,Ps Impact Resistance: mcr hrbld olod IiIi,-g-ptctaol enD LSma D-Orriled to, on tow 1.4"ginatIrvig design or 2IDT 'Zooduct Wind Load Resistance Thus pirodoct has been daybIgnad no testst PAnd loads as indicated in the spoil scheduleisl En t1w respavlAry Piroduel Evoiddralion, DoETImervi 0 EF eiroginetiong dfawirv� Installation This prod.cf shag he Mislaillied in Witt cioal,ance wit- Its instreetwer, Product Evaluation Documord it & afigmabiring drawing). along VAM am compartams narec thar'.. Product corriponents IIII311 be of then,alrorial specifies! in 1hax product's. respeove Product Evaluation 50CUrrolint JLIR erontoleng drOroving) Orrhotations & Conditions of Use: UARY at "Ift, product Miall be in WOO accordance at Ina TeSfIective Pro:rlui:� Evailipairon Cocume rrR III A Ea%Dfaorj[alIl HlrjaoIIqi) 10% noted iTraE,ja A:2A: Sad pjTI,dInq ITaor MIT w1unI9,0111#10 an III&SH;fled hu fA,,1ri,,0 SH it"prifirbautilittl 113ilitiI oad MIMI bir 011 IT rVat[or,ril ad in IIIII a ;"�:�d�ig::�"�,,ie,%poe��w�Da�iohofsche,4u�v WHII: SILIHIIiiiiii conill1lid:11IIIIII ''Hiblirlh are nui acIIIHI Mw An this pro ,,j�Lri, ,,, , PrOCINe sori_r IPH Frialdule shall bre drHHTaHrI for all sailkill 1111IOSI[no bortin, try ii P ligIVI pr000ssional onybneet ,&It compUnanls whicli ave wararteriolynoaarrion! ShF9 rat bf,Npaed ag"Ativiat :•:I,P:TPr6an coantarrorrivior, Sort � Other Such damago, Of 215 linTes This product haj been designed far Use willnH and DOI me High ViAoctly hilion" Zone (HVHZI Pesjxotulh - - A, J", T r'j��" " � "I R. `�� ,-- TLL,jnIL RennaLlijor, l,l: ETjGiAlEE;ouroa ExPiR1E5s"IT OTIO,Ir,4,54, i CQII ItUlb U0993 - 160 SW 12'- AvERILIF SHITC 196, DEERfTEID 5EA04, I'LOPIDA 31442 (roI 3s-&AA Iabe) 396 999g TtbE-OrF"-fzTovt En-_-Atls _ , ____ ____ . IAJWW117�.�I W � O__ e�, _ _1`11 ,,,Z%'_ �I—1 , - I - - t /� / 0 -1 " . ,,, IN I /I __ .- - , Oo ,/ I` " "�7 M . r1// I -Ir': I - - I WX 6A � I—- c I _. I , I i K"In � j 1%1 . .. - - 9 - ri f 'O )._j I t , I tZin leg S , - .'.;-,- -11 ,?.�. L ,I I� o` I ill � I I �r2), �r ;4 � . NPEi I "IF -I Ic"I I I I. j v 1i 'I _�� . I , 1� a: ut _� � I � � I 1 1.71 M � -1 191; - I lb � I \1 - �H(Sl� ."� �� § �) I H , I � k � "i I 11 J ',';" / " 7 1C , _D 71 ST ",N A - ,_,_ P` "I _ H 1�;, � I - - ,r , I �)Hit_ .'_�tL.10 �. 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P, " A, i41 �,`, - "I " r, , , . � EL L�E_N____rli Z 51 :M 010 � - � — . * bit.1 FAN = = :, lq�,. 441W -. 9 - . : III, 1 1 N`rALiA-,I" AA;, ON,' '!-�_;-_- 7�)R HkF �- SE- � -, i 'HAIt BE 2*-i5' M_ * : - �Y_ I M , - 4Q,C ," AT, � 6, b:' MAX , I - I4q"1SI1FIF RATING .j. - I S - t _AN'�L LZIGTH I I � - 5TATF I - FoR AjELW'WQr)D FRAME CONSTRUC-111. , 11 i - "f�, W1, �, I,,, I- - I - 14 � I " J " , , � --i-, - - i I EVE"Pl.'r TO M T`,nLro,ER,r4 141�� - _�, � - I I O,T,Y%S� " � _/ �,L'I,Ic I -,,,,f30wSI _,,,� , �ENSIT`r OT D ,55 OR E01"Ar I �II��: �r�.AOPI� L L _1T_111_ I IIIIA�Tr I V Wt. or- .- $-,_PI - , TO GLASS i'l A I , R 1I1 . t I . Mll", I'll,1 ��1 "I FLORIDA DO E_`WZ ____ NI dj;,� V,LI,, H,-tcH. 1,o �. - . I . 7 � - I-', 1.'M,l ter.� zO aww �-IIIIED S111I STORk! PAI i - __ a � ! - ' ' " E - r� , [ILIECO INIC ,,` GLOBAL PHO IMM PRODU1 CIS, LLC., ,,, ENI,Wto". I ';SIPIT; ,C I,W��, - � I - - � L t 1-1-- , 1- r r [r;KS1MrO1IE -1 n *LDI-14 "n, .>,. - —..., - __ riatt � ogr, ALL AMER CA SHUTTERS AND GLASS i MAXIMUM ALLO'RABLE . -?-__-__ --- - ._ �_ - �cj , T?,� - DESTGN PRESSUPES. �Y t-T_ , I.J,14 j_ � 249a GALVANIZED S-I E-ELSTORM PANELS (HVHZ & NON-1i"I � � "E�j i -,Io. - - _ — �_ ___.tt� , , AS NOTED IN FIE111GI111 " II I TL',�HFL`ILF; i DESIGN NOTES'r - �, .',4 TI"�-.iif��F,'5'i�t)-��"�6'Al"!'11,�'IL'�.E',,W�N IHIF_%��HLHRI LILO,.�Et:• ., , 6, ir, � ��, li� : , I g �� II�0: P711,11rallf,117EF) I _,rT,,Pfl Fp,,rb FOIT H5F INT-1111 141lu It,HR�Elrl 1.511,0JILL FIF TFTIERIONZE1 PER � 'U"t ATE EN I EEPUIG IIIIA'XIIRCIAWE A7111 THE I � F, &`.1PArIN.1Fi CODE, PRESSURE R A RHIOFIal 5 A!� weHg I'Tro t�V� 4�Tq [ 1�011;4_ I'll I, =1_ 11 H�: I E rUMINEI) IN ,'I �!,ItCt AIDASICE IV I Ali ��,E � A NrIt EHAPTER � I RM 0) � ; ��,�,��",,",�,rf,"_I��lpl��.. " �ji; �q, ,�,,)D, �t � I I 1, 1_ 'H� 1,15 C& TILt" I. ':q a , PIP T _ - P ��T ow Sr,tm, q "Tt ,,, NrGpTouln ��[FII > - rO I - �I__.___.___ - I Pprp4i5s7� UpAri 1'r ',IALIJESIJS�Eto HFREAN ItOik TEry a i I I 11 - . . . .. __ _ - I ARPEEbEII 5401HIN , � . I�_ I ,.IS qi�I'Il ivkI,lEtral�, , , A.'HiPibirs FPS rpwj,� a, I v I R!11PS tP I Ifl Is RAN I P"I � III , 11 - _"11oM1%`1t_ ; PTOI r1A L k I , , j , �1115t. GENERAL NOTES: ��, �,, H , ,�. � - t I at � � or I Q-_�Z� � Tars, .iORcT_1H1�A7TQN ot, LEFDri OF51,*II AFKL SHA�- CE F,%�XATIED TH ; 11 o � A ��c,��117Q�,,�9ID;117w,-,",;�11.11,�g,�Ill'I.".,Fl.,TioE .D , I it V, t I I T rat n.QRRAI EwLbrl Cob, . I L I It, - FOR - ' - � wA v, ew � 'vE q�_' � .�oIt-istpolonocoLs.oEm sum"' OT m4�. TAs zn 1, a0 2 A" T"Af7rm IiII'ALL 1M%1FLsrGRvF � - - Q _v AID CONICAMITDALLLOCkL halLoRK COOEANtHIMMENTI WHICH KAY - � I M A LA .�, My. DMIGPICRTTEikLAREYDfir,AA�.TA.TFt'liERElflO.4'iMcvr,E y A . - 2 901]1�1134LNCPFAIIAiIII ��TTESSRA!IWRENUSEDINTTME V) � - 1Z I Rz I %, DDITICIALSM-SPECIPIC SEALED ENG14C.ItORS. EI - - i . - � . b � , " - I I .- I [[� --- I OESJQJ`s QF THIS SY511EK 5 7 I 3, THE &KHryt<ritwmnEEp.oFRKooDFuR-.H-�noIA-c.7 � I _,� ,� SUPfP.SMUCTUREWITH'?iHICH'THL'.DESI,591SU5Er,Sti,LLBFqMT,OtA.s]BLE (D - , - I- _IE TPU& De SIT WHICH P I 9-HALL BE I CORDIINA MD BY THE PER M1771HC C ONTRAC TCRI Q � I ,z ruin THE J4T5GlI ALL SUPPDATINb 6URPAEES $1 , I "REEERI rtwovzo I't � I J I 1� Sift`-.1it `SM"$o-TF1VSEPAfD Fit. - 1. S-IL M __ � of OR" A I'D cOn rot LOA � splvgI Carmoz-go - � - � � 5 Clmcv . Cvon / I ( ) I , 1181I C.0i17AC5'TII ElIGINIE&I FCC2ir[R!PAfjVA'7?1PAiI I,ALr,uLATTo?1s AS I I . - c;rA, N TYPF AS--J - .... i - f2 77__� r', le,itr.� T,pp'D r, . � a � . " k�W'3.1 1-1 Io1FDRf4A1ICN Fri'm"A'�S�W"�M'RTE��C�'E` IV�7'aNneS"l'Irre�CLI��ANDbM�,--'��,-i';Dl��y�pip��t'l�TnFeP��,��I -. I A ,,A th� RFQ II) �_ " - .. THE IT , LL, I � 1 . Co 7 � EQJ7,I,�a 4 I ENI Kv="tt i, KAY st Ar T��, I "' " ", Ar"r, rcir st�i Hi j,Q9`I9/PakI? ff,lll'LT?�.��:��l��'Ri"'�:H�:IV��4D�LIME LIS I JIA IN ;6 A �q � BEHoTI - - rj,IrLvIHr`I�I%.r11 ItaTT" 11as DoI I � , ot� Dalir!Ai Ild sSurI Ill P?rT INIRIII PATH TIIAHH`P,,14 V'RAIIIIIP 11"TI I- I . ,"'N TYPICAL VER-rICAL MOUNI ELEVrI I ket"FuoEI, rii,lfl�Evl &I,P 11A H11,11911I Po IOCTCA. H� 11 � ,;: f - - ��"1�7_,$4 ',j",g'rt,,R "'I I _ 7 .,,�,, r,,,,rr. qg� z art �I� at p,ri j,��; f�� r'rH "C'SHIA'Att b`) 'L � *P 6�: 2P t- � I ItI IT IN u, �A ATE ICATEI It. ItHNII-IIII C t IT I - I, Q j N IT a �, OPa � I l0w III I Z . �,,LITHSIIDHI RE!tISTANT KA KHIIAI 4WO bt-1,jj 1. rxiHITy , 'L`V,T� A TocA �, 11 � AQR 4,011iIIJ101 STRUIC.11"UPSIT' SeCITTIN 1 3 VT 111C ,PI,jPLNUHIASS,IIr7ATI0rj, C5 �� t aid',. & AIN APPLICI&E EUERAL, SIA111, A ID1144t LO'AL rOOdINS , TOP EII I_ A, � J.F�7�'IRPdPA?48tg��M�NLI.SE9411AS"l�O�. I i � - Ltrto,, 0 5 - I -T III;' t, IctZININ 1-I-E- 9 s,T,,lRNPAPdu�l,sMMAi:1,1.:cfd�o�,mtoAstlll�,,M1,:a ."Rl,t,b,aLqu,a,j- 2 2 � Ar R-Eqr)j \ (SPAN Afr0i� T,TffP_ u5T)CiILQArI CC"AIVIO Halt, A WININUM FI -4IL1 K�I Uj c , _-, TIIL,I:Tle�44 � 0, NLLACUMNUM tATKOSIC NS SHALL Sit WQ,I-TI AWIbINVE MACY, X 71 ,` I ____+91 .NLES1, rLDTam OTH M 0au. � I 21M TOA46C�Gl CJEI-AIL�i'!HV.'4t$��REIM�RCflANGEDA5CCLD < , , I T L�";T�'..,.�, CC, Dl1HXa)5DMTA-I PAti�LOk�AYbeNWIT.I�VE�Tll,kl--��;:�rt � I " , HOPLEONTA"I A5 AlIPLICA&E. -1 , ONCRIFTE . i I , a4 1 I L ,iNCI,OR6I TED AERETk SHR-AIRCERitint < . I i I e�_ ", i I-CRA.CKIO C ONC R511 ON LY. INSTAL hl�� C Gl1CKE�E,I,A 7�,IRS. A ER � - NO - - � nArr rAFA!_TuxFRS oECON,WNDATIoHS. 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RAN ASH rEER,, 3 IT ,aEr, I; opmAial R r T H A v� I LLI I 6 vI � ,I A I 11 PI PrD.-I'IT �txvii,t_� 11 (,PAR ILLLTHI - I A 1, � ITT Fe AS 0 CII r�RsTuclTorq) W r,jrT1XAI SHLIT'Eaaj"�ja II -ASS , I'L "" A I � Etta -HHEM BEACH, 9 11 I - �1111111111111111111111 11 I 11 ""�j7j;5��j��L �� "I 2I iii � I ! ,I NZ I I 'N' AL,X, .41 STII RICIatI, T1.1 11,I 47,15 2rL � IIA111111 PAY BE 111C,11,C1111, I 11��Nll i I, IACXXKT4U`1A0VAL HILIMMI't ��rlmk� "llolACEII IIIA7 CMNNECT�fr 15OLIT ITI4 vikSHERED ��,---�=�=::::�.Y:��----.-----�::�:n��:::��=.=�-�.-;=��,�r � �====P=P, If AWFH I INGMITS FASTENIED 0 -32543 _ CtK ARE USHI kPbIC AT� w 20 � sP1APPS All0vt & BELOW MITRIfic: OvNILAPS 4 MDlqlkAol fuSIE oliVoLA a - 1I APPROINOW SRANtT40iT]F1 VISIT C-CALg..LQ4 __ PWRI11110210IM . jW a ;%'Effl i - I VERTICAL MOUNT ELEVATION i 1_11�A� A'T,- - "M I I"-"------ -"--"-"----,-, - I 1 ,� I— I—, _,___, I 't,v - jj I 5— CHED PANELS) i �" . IM - 2� NOT rx-Ittil . _ �,_Fv;� 71-21H So- -- W�Igl - -1 k_11OO,"" N,7154 LFM!W .— —, . I `fl , ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 14, . "tuGf, PANEIII -- P"'PH ,,, r�,P,tftt , , � Al. r"Fp t1vFA JOHIP T I I "It'r `TI"' PT"t'" � ET�., , x, � . L ,,,, I 1� 0,10AI&ICIA - I I oftLIT1,A111,H I I 11 � HI, I"t I ,I',- INT It I 11 H, PI i,[�Qpj I [I it " ,�,`�, 1111AI'l L I tItp 10YAIN tritillitiIII,ofl !� "I'l: I r '1411hi !4T t,, ,� 4 A I�1, I - ;,It I,PRtF,TRAv[ I 4� 1,111 11 11I I 1.11 i � _ I ,�,��t I, It I II ,,, I. III F, 'T iL t. � " I, " - ,r 11, " _I 11 - t "I . "t -I ,,� ,, 1 I6,1 -11 v I � q 4 IrIfI P4rt � � - ,A� . I r5 ' __. - - , L" _ . - - - - F'. 8 . I I - � _,i__ - - � I- � - � "I T, I " I - : � ,_1 ,,, I �� ,,, - - I � .- - - W � ISPAN SCHEDULE NOTES: � — - Erl'tFQ _SAfl ..=,C�`Erk'ir�" VATI�'._-_- 'f.PIRrA'r1EL FNFY�OLTIEP'ra-E i"" rMUr' A1111 CtIIAEH-E S! 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C EPT.112FE. .17I -,E ,ISE St"I ,L,I, 10>D \0� GLASS SEPARATION NOTES: 1 I INIEP Art SCHECIIJI, ,4�� P':',q:-"E 1�-,Sirl,l L-�A-_, TO !�ETEI.111E I � - -- JItEiMUH hLL01V.ELE SEP,,RATR3,N PItI_� I-F -,-:PENINS It _r AT E,-__En I ., I .,t,51�qtE E IY� �-, � EIIULE 15 REQ,rRED 'OR USE W;Tt� _ ,�� I'PE RttOLITILItl bia-VIE�II _� ACTS is I, - - � -1 ., _-_E�PKE OIEERTATSC .F �tI -i :Sett E!:Act T FQ- INETA.L,ATICY�� XT51DE If TFIE �11t"Z A'�Il_ L1'.fTELjt7,,E,u1 CIFAFNI - rACt1_T7;E1& IN ASTII ATNDZONL5 I TPRII n., GLLS� qtt�F'A,RA tIG,,N SCHEDULE IS PDT PECrIARED ANDS HToN7 ,Pa ._,II IRCv r,.E _MU2_2LRL[211`21=L P I �Io',,Fr _.__,_.__._______ I 4_1 T_KNU,IUM ALLOWAB_ LE SPAN SCHEDULE _,`� _� ..'. I �it L51 I.— , I .1 � v - , , I - . TOP MOUNT I " Q�j - � ' 0-, . , 1 _- ,� , �Is u, ;6�� -; "in t � ", 0 �M�1-14 wWlu _g,,� �vt, I �5 M ? III C i ; d" W . - : Y, V A 'A R, :i . H, W - W � ! 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U,: F , Ir �"�� T � F � I 15 - _� _ I j I� - �',, OT I 7R � PA I � :I-; It I � Hl"� , I -1 7 " - L , I 20-31543 1 " IaM LF Y'., rt", I %� �it.`, Or: 0�t� IP " L III , ,-H -H H. 11 f, : ,�, EII F, 1-, , M I I , � * 1�71 ," I ij q,�witt rx .: Ir"T'NFtIA I,: 1rEEHjr, [r ,.E 1T[I "1"ijHjjr! I 'LTT11 IN I. TTII, 7— st, Inc. and appro. d I FBC 7th E fill .PX2300 I I I -6-0 (D a) I t = .1 Cf) -Fu 0) , -#--I -0 > 0 :F; 0 n 0 L_ a) L_ 0_ = _0 0 a) 0_ C? &I C CU 70 a- . - & -I..- a) a) -L-- a =3 M -co U) 0 C_ 0 " lT . = a) 0C: E_ q 0 3: 0 U_ — 'o-, e_1 CIO 0 > — Ln 0 CDL . = Cn M ,I CIO -I.- 0- �_ -0 . = Cn < do 0% a) 11 !I 10 C , � � U) � =3 :, I M > A I � " L0 _ , C/) _ 0 0_ 1 i < a) -0-iij 0 =3 4"WEV W 0 L_ n 0 a)C/ a L. M L. 00 = LU wemqp� G < = Z < _j 0- SHEET NO. SH 1.5 FOLD UP WEATHER L I p-� f--% L R TEMPO'RARILY SECURE BARRI - ER -""EME FS L-SfSTWE BARRIER & oir—ATHER REEBSIS1 IVE WINDOW UNIT FLASHH\4u NEQUIR N DOOR ROUGH OPENING WEATHER SLOPE RESISITNE 0.3 in: 12.0 in R703A General, Exterior walls sha provicle the� buklfngwitri a extenor war, The exterlorvvall envelope shall BARRIER -0 > t�clk WOOD FRAME COhl C:) TAPE 7 0 3 l RED FLASH (0.6 cm 30.5 cm) include flashing as de�si��rd,)ed in I -Section R 41/ /1 BEAD OF CONSTR TAPE EXTERIOR SELF-ADHE SHEATHING BY LAF'Pft,�G DUWN ADHESIVETO 8EAPPLIED IJN[)[�J3 CL `>El. f�-ADHERED FLASHING 0 'DI:PESr1('X_D OF GY'En I�rlM JOIS AND U F*0r 01 R�F I URN �', li" JAMIB &'. l)Sl:- iAQ:UI1D WALI BY 6 IN, R703-1.1 Water resistance. -he extehol vv�all erIvelo[::ie, s!,,allbe designeckani,.-J cor'�structed �n a r"i2I1iIertf,Ia* pre,uer,Js tire acizzurnuIation of%vater (Z a - EXTERIOR MAIL BRAND'i-iR &DUAI, VVEA I HER sen^ibiv by prcmding a walleT,resistant barrier behind the exterlot cladding as required by SectIon R703)' 2 and a rneans of DOF CAULK04G 'CEMT. FIN, within the wall as- 0 C/) k!-- draining to the exterior �.A.,ater that . enet, ates the exterior Clad- jig. :3 CU WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE -0 t BARRIER ___419�___), 6 0 SEAL TOPS OF J015T5- 7" —" WIRE LATH R-1703-2 Water-, esist i ve barrer=_ QFw, 'a- in, of No. 15 aSphalt fe frorn l,,oles anc-1 Dreams mptyingovith ASTMI D-26 f r Type felt or other 0 UNDER DECKING SJBFLOOR — L�� - -I �- 1- d - � " - , i 1 -1 rref snall, Ole �_--,pplied over stu_ds or sheathing of ail extef io., v;a s No- 15 asphalt felt shall be applied horizontally. (SEE DETAIL WP0_7) /K approved wateiesistiv�; �;an ��<__ - - 0 U_ SELF--'kDHERED FLASHING ch C= - -- .4 with the upper layer lapped over ihu- itower laver not �es_s than 2 es. "'here join's occur, felt shall e lapped not less than 6 inches Other 77 M 0 co approved materials shall be installed in accordance vv�th the w_ater- resistive barr�er manufacturer's installation inStrUCtOnS The No.115 asphalt Co 0 :> HEAD, FLASHING TIE-IN INSTRUXMNS: E 0 1 � Cut I, fold up & temporarily secure, weather RIM JOIST felt Or other apploveiJ vater-reststive barher shall t-,,e conitini,JOUS to the top of wa�is and teraiinated at penetrations and building :� I � � -Al resiW�ve bamer above header to allbw for appendages irl a rnarnrl�� 'to rner,,,t the of tl,ie exterirw � a�� 11',',rivebi�,e all dr-SCrLibed in Section R703 I V) 0 CL THESE DETAILS ARE GENERIC KK5 1 142 flashilng Installation ca MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flaisNN plus head flashing under R703.7,3 Water-resistn,��"-,� barriers lj,�"atC L J as required in Section R703 2 and, wheie applied over wood -based weather resistive barrier esistive baiir��el; shai� be, 1�nstalle( -1 1 AND WATERPROOFING METHODS TO A sheathing, shall include a -vvate r-re-sistivea vapor-perrrieciNe lzl�rrlei w'�fh a petformance at least equivalent to b,%fo layers Grade D paper, The 3. Fold weather resistive barrier back over head 1, �) 1�1 1 .1 / -I � - BE USED, I be installed in0ependently such that each layer provides a separate continUOUS plane ancl any flashing (installed in flashing and �_taal with tape individual layers shal accordance willn Section R703.4111 inlenCed 'to dFain to the wate.-mSistive barrier is directed betoveen the layers. Scale. NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW X/Vpol FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: VVhere the warte-F�naslstrve barrier that is a1pplied over wood -based sheathing has a water resistance V W OR DOOR WITH DECK - SECTION A W V FLASHING INST ALLATIONAFTER WEATHER RESISTIVE BARRIER EXTERI WP02: CEMT, WP03 equal to or greater than that of 60-minute Grade D oacer and is separated. from the stucco by an Intervening, ELVERIUR SHEATWING - MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT suhstantially nonwater-absorbsneI la,,,,er lordesigned, drannage space, NEEDED IN CORNERS ADHESIVE BEAD OF C(NSTRI. IP4STALL SO r'ADHE RED ASPHALT ADHESIVE THROUGH SELF -ADHERED ADHESIVE��108E APPLAEr) IJP,C)11�:�,R F� L;�SHING OMB & HE 11 Z>l ered membranes and mechanically attacl! Iied flexible flashing shall be applied , ;V URN AD R703.4 Flashing, Al)pro�,�e(, metal fasl �Irg, vinyl flashing self -ad Nit" CEMENT THRESHOLD OF DOOR AND RE.:.: 'I FLASHiNG, VEE FLASHING 7 _SELF -ADHERED FLASHING i PLASTER FLANGED WINDOW shingle -fashion or in accordarice with the manufacturer's Instructions. Metal flashIng shall be corros on resistant. Fluid-applieed mernbranes N, UP JAME 65-- USE UL)LII0 NAlL BRAND -dance with the manufacturer's instructions, All flashing shall be appl ed in a manner to prevent the !2 MIL DRYLOK CMLI - MASONRY BLOCK OR EQUAI_ WEATW R PROOF CAULKING (SEE DETAJL WPol) used as flashing shall be applied n accoi SCORED entry of),vater tnto thev,,ad cavity or penetration of �,vaterlo the building structural framing components RELEASE PAPER ft a LET ER ON CHEMICAL navy A� 71,1. All exterior fenestration Products shall be sealed a' the Juncture with EXTREME REFER TO TECHNICAL WINDOW Self -adhered membranes used as flashing shall comply vvith AA, FASTENE, 1) SEALANT AT SELF -ADHERED FLASHING - JaEFORE F011DtW,, SCORE -I a sealant compV Ing vvith AAI`,jlA 80D or ASTM C920 Class 25 Grade INS or greater for proper Joint expans on and SOE-F-ADHERED FLASHING, the building wa'l witi y RELE PAPER TO EXPOSE E)CrEND A MINIMUM 6: 41 SEALANT JOINT I - . /1, r WINDOW BUCK TO ADs4ESIVE AS SHCWN� contraction, ASTNIC1 28 1, AAIVIA 812 or other approved star ard as appropriate for the type of sealant, Fluid -applied membranes used as OUTSIDE EDGE OF K-TiGAI LY FROM MASONRY 1, BOTTOM OF flashing in exter or v,,alls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior, wa,11 firl'sh. Approved flashings WINDOW BUCK—,\ - THRESHOLD ,-,2) SEALANTJOINT 0 Canon shall be at the following ts� 5) SEALANT FRC' INSIDE EDGE Or: All V, WINDOW 81,�GK gm"I WINDOW FRAhIE r�0 E� 10N-A (SEE DE11 %IL, WP02)--\ SECT ACROSS WNI)CNY SUCK Pi ... . .. .. . .. . . AND EXTEND To ow and door openings. Rashingat extzenor vvindmv anid door openings sha�� extend tothe surfeice of the exterior wa0 1. 1 Exte ri or o,� n a r WINDOW FRAME "I MASONRY ATTACHED SELF-ADNERED FLASt-ONi]; finish or to the vater-resist've b,-rrier Complying with q-Ctron 70',1,') for subsequent drainage Mechanically attached flexible flashings PER COLO shall comply with AA*rv1IA 7`2. Flashing at exterior wirfarow and door openrngs shall be l-istalled in accordance with one or more of the Win 6) TOOLED SEALANT REQUIREMENTS 2 BEAD BRIDGING CLADDING AND WINDOW IfOl 1014 -1 g 5 1.1 The 'ene-strafilon manu' cturei's instaillat on and. flashing mstructions, or to- apptications not addressed in the fenestration FRAME SELF -ADHERED FLA 3HING 3) SEALANT WINDOW FRAME T NAILING FLANGE WINDOW BUCK ALL THE WAY maril-IfElCtUrer's instructions. in acCordance �vrth the flashina manufacfuri�-: �s instructions, Where flashing instructions or details are AROUND, INCLUDINQ SILL, (4 ri,,�t provided, pan flashing s:-haill be Installed at the sTil of exterior window, and door Openings, Pan flashing shar be sealed or 2 SEAL TOPS OF 'I YSTS 1860 sloped k"i sl.ich a a-ianner as to direct water to the surface of the exteriorvva�i finish or to the,.vater resistive barner forsubsequent DO NOT FLASH OVER BOTTOM NAILING 8 UNDER !DECKIN(� F: LANCE (SEE DETAIL WP!i7� 2� drair age (')penings using pan f�ashlng shall incor-porafe flashing or protection at the [load and sides,, 1,2 1.2. In acecordaI,ice',ivith the flashingdesign or rneill"lod of a reg�sterei,.J design profess�ondN SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 13 1-3, In accordartce wIth other approved methods, - HALF ROUND WINDOW XA/P 1A In accordance with FMA_L,AAMA 100. FMAI AXAA 22010, F' X`VVD��IA 250, FMA,fAAM_A.;`VVDrvIA 300 or FMA1AAMA1WDMA 400, FENESTRATION INSTALLATION AND INTERFACE WP04 EXTERIOR DOOR WITH DECK WP05 IN�SIDE CORNER VV 06 2- 2,At the intersection of Chimneys or other masonry construction vv,�th frame Or stucco walls, with projecting lips on both sides under stucco cc, ' pings. 3.3.Undei and at the ends of n'i-a-son.-v, wood or tretal cop'n-s and sills, -IGround 4 4.Cor)tjnLI0Usl�, above all projecting wood trim SHEATHING si�airs attach to �:l wait ci�- ftor assembly ofvvood-� �me Construction- 5� 5.Where extef ioi Po[ches- der Ks 6. -.At vial I an dr roof inteme, i 7.7.At built�n gutters, -----water Resistant Bairder Lath JAIM3:, SILL ANN HEAD DETAIL, APPROVEDSHEATHiNG SELF -ADHERED PLASHlNG > APPROVED HOUSEWRAP PATCH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRLICTALATHTWIN TRACK 2.5 Stucco 3A!'GEMENT PLASTER FLASHING AND WATERPROOFING ME-T-HODS TO BE USED. 12 MIL (min) DRYLOK E)171 APPROVED FLASHING TAPE 'DOUBLE 2 4� &I t JOIST JUL 2 2M 'l,r SEALANT SOCKET WITH, ?/?"-C' Po-ster TOOLIED APPROVED SEALANr eme. ",\"INGLE WOOD BEAM JOIST Foundation Wag 1,I-I accordancew tIn 718" Cement 0 Ste SELF -ADHERED FLASHING t3ELOVV "e � IT I/ As � in a�:,O�dani', SE L F -ADHER ELL FLASH I No A 4r �4A 4 backf�d rriet�-fl V'r Ual evi Assist, I (2) Iilli :16W CO leted and d ['e I t 1 i�:: 101: Iili i ":16W '13.11 M IN W iie Iyy� th AS'VMC I OfziT th I SELF -ADHERED 7SE F�ADHEREO la e 4) With t e 2620 FBC 7t� Edi FLASHING FLASHING W�th A, ra Ann Klahr PX2300 _D=� Ou 1ding Paper 02 Paper Budding r) C� k 7116" O�S,13. z thing ti : a SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING __1 sheathinq FOUNDATION WEEP SCREED Metal OUTSIDE CORNER EXTRUDED SHOULDER DECK jOIST VV WVP07 WP08 WP09 N Ar W% Vvir e�) 2x FRAME%VALL_.____, UN Zj N SELF-Ar'"ERED FLAO'HIL IG ST R IF, OF SAF SELF ADHERED FLASHING (SAF) B�Aiurn Of DRAINAGE PLANE VVRI3 DRAINAGE PLANE (DP) WEATHER RE-51STANT toin, on1v P UU (.-;*TS DETAILS LEGEfk D cauk bc R U TILE FINISH Wpe�-� Screed BARRIER (WRB) IiZ' to 2' U) BOND BREAK, VIIRB BOND BREAK WEATHER RESISTANT BARRIER Wee�) Screed SELF FURRING (SF! LATH /\t)ovp Roof WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO F Cn 1/2"DUR0CK------_, > PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY nstalled As Pei, S rie a 1 h. I < I !Flo SF LATH SHFATHING,'OW, PLYWOOD, DENSGLASS V-4" PER PLAN Manuf.act Specs. > Detail Instructions WRAP DP WRIB ONTO V-0" PER PLAN OLIS Refer to the n umber marked as in each detail that corresponds to the e— e THE vERTICAL 2" CHf�Ie[Ihfi Cement P la,�K, 0 SIA -9 OF �FACE TOTO Decol Finish L. numbered Items in the list of instructions below, in accordance CL with ASTI`v`1192(3�, All insk.Jeand io49 SLOPE er wood 11 rid 0. W, \K\ �utside coi ner viiQ 3-1 Q'I ft'�H F tLANGE w 1 t Instali self -adhered flashing in order as shown by numbers -.00 81, CMU --- Ll floor 4q.. need to be rnitet 2. Install flashing and weather resistive barrier to forrn water shedding 4" OR 8u CMU laps A. cut andcatilked all _J I -L.- 2��,i hutt jo Fits neec to 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) STRUCTURAL FRAMING z < < Oecauiked using Ot 4. Split the release paper using the Cipcord (Split release on demand, FILL WITH GROUT FL n —STPUCTURAL SHEATHINn or Sim. embedded in the adhesive layeir for ease of Installation and to 4 THIS GAP IS A RESULT OF 0 LU W PLAS 'T �AA caulk for all "A TER STOP -Er ST Ric, OF SAF min mize scoring cuts CL NATURAL SHRRIKAG DO NOT SEAL. 5. Remove all release paper per standard installation inStrUctions and U) W , ��,�DRAINAGE PLANE WRE4 CONTIftJOUS BACZ� adhere to substr,ate using a square piece of flashing material (6" x 6" ROD SEALANT ST C M (,) DRIP &CREED PLA, —BOND BREAK'A�RB �94 l (D L 4�_ .. ....... .. Minimum) M ACCESSORY 104 SLOPED UD BED 6� Fold as shown b,y arrows _SF UAA7H %AoO 0 uJ 7. Angle of comermay vary, adjust folding of the flashing accordingly to LU co b fit tight to corner VINYL SHOWER PAN % 'I Note� 8. Mechanically fasten as necessary PE T'he building paper and metal lath must be W 51-0 instaill-d over the top of the weep screed- < _PLAST ER STOP A -ICK over bIL & SEA1.Ar4T 1 sl f 'oai _J . ... . ...... ....... z CENIENTITIOUIS' FINISI I� < .... .. .... . Q_ SHEET' 0. WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER \AIP 10 WP1 1 IF V Q� C A- I_r rE - 'N'U�-,T T 0 IS C A L E WP1.0 .Q 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 HEAD WALL 1 -011 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN---, SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---- 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 0_�1111� 'Z' CLOSURE STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP: WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" —�\ CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS----- 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 AV SHINGLE ROOF PER SPECS ROOF UNDERLAYMENT TO d z TURN UP WALL MIN 8" ROOF SHEATHING 00 PER PLAN RAKE WALL - ROOF, TO WALL - WP12 3 =1 -0 TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN °' STARTER STRIP \ 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 co 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO STANDING SEAM METAL TURN UP WALL MIN 8"—� � ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN E�31�iIQ�]� y' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN RAKE WALL ` WP14 - ROOFTO WALL - 3 =1 -0 , z 00 HEAD WALL HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — TAPE EDGE OF COUNTER FLASHING STARTER STRIP COUNTER FLASHING----_ CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS----- STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8"---,� STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"--- ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A Cv WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > j O O -Fr R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED c O AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O , WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C6 EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U U) THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. O Ca cu .V5 R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O O HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O L — EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co CU OCo UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE O O EO JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED -U) CU MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE %O BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 .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 m 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 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 WINSTRUCTIONS. 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: 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 AV AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 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 JUL 2 1 PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2OZ 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL I COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A Virtual Rev ew Assist, Inc. WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. Plans Review con pleted and approved 6.6 AT WALL AND ROOF INTERSECTIONS. for compliance with he 2020 FBC 7th Edit o RAKE WALL 7.7 AT BUILT-IN GUTTERS. by Debra An a Klahr PX2300 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. C!) 0 O 0 �. W Q :z Z Q J d SHEET NO. WR 2.0 0 U 0 L L U O — I..L M� W I, -ij--,----TF- —i, ,t�m„W. --:Eflzri-LrrK-r;i I I i _ T- _ i �_ ,_. I 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-------_,,,,_ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR — TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN I O 3"=1'-0" 3"=1'-0" J ... I f iq N � � .7 m r -11-f1 it -Tll,,T 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 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 oa PAN FLASHING 6" ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS---___ 2X NAILER SECURELY FASTENED TO DECK _ ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL : ROOF PER SPECS 4YMENT 3LE OVER 3E iEATHING N 3E FASCIA HERED WRB TO : OVER WRB ON :LOW JM BRAKE METAL WRAP �CKER ROD SLANT 'J' MOULDING 'F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE C- a -- SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. CU U WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN Q R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED � SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O, FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Co BARRIER OVER FLASHING PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. Co Cn SHINGLE WATER RESISTIVE CU U BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM s= 00 'L HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O C)- C "1 0 3 BETWEEN SIDING AND STARTER STRIP— WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O V- FLASHING HOLD 1/4" AIR GAP Co EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O COUNTER FLASHING BETWEEN SIDING AND ` O Q FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to O L I +.j CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Co CU � LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F'— � .�- U) Q LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR - SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCCRDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED ' AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 16 _ ROOF TO WALL - BARREL TILE TO SIDING W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3n_ 1 1-On 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 a FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. r 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. I. 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 t PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. F 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 18 FLASHING AND WATERPROOFING METHODS TO BE USED. C� JUL 2 12023 — ""IV co a � � Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edi ion by Debra Anne Klahr PX2300 O Q y� Q O 4-' O � o 4� U) � m W Z z J SHEET NO. WP12.1�