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HomeMy WebLinkAbout3059 Kinsterbrooke LnREVIEW DAT,e CITY OF ZEo �/� HYktglLws pis �u�Iv�� � N 0 S0p5► 'VD T 1< ""?4 4q g� O, ,RSV q& pY, yoC ;P*P1` - �r'0n V14 Cox. L E:m N NARmi LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 18i? 1 REAGAN Version Changes Ver. #: Description of Changes 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING 2.1 1 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 6TH EDITION (2017) FBC, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2014 NATIONAL ELECTRICAL CODES 6TH EDITION (2017) FBC 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. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 6TH EDITION (2017) FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 0 STAIRS - CHAP. 3 0 CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 4. ALL OPENINGS SHALL COMPLY WITH 6TH EDITION (2017) FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-B" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) INDEX OF DRAWINGS A COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4.A 2ND FLOOR - ROOF FRAMING PLAN A-1 A4.B 2ND FLOOR - ROOF FRAMING PLAN B-1 AS.A EXTERIOR ELEVATIONS & ROOF PLAN A-1 A5.B EXTERIOR ELEVATIONS & ROOF PLAN B-1 A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO WP1.0 WATERPROOFING DETAILS BUILDING TYPE: V RISK CATEGORY: II NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION -STOP -AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. T = W w W 0z ¢ 00 J :Fr- way 2 F. N M WOW It U 00 W Z_ Ow g-j U W (7 J N ✓ • �, w o L 00 LO f- �0�Z ¢ � 5 w H�m, o w0J.- Wv yi �Zw imZf=--Z ¢ p¢ S, • ,� W it � 0 =W�w HF=- Q C E W '0 cl M n u d N V -0- au Ce) o L OM �8 � �s wag a �< �N w Q� n' u N E C W L p oS CI a .5 O w uS w o F- LU wwzw X-2L Zww = �VOQ Q�9OowFoom ¢COJ V%0U 92200 aQ J zOU�to OZ�a �wQ zxoZ O� Z-<�-i ow�a �Y<�—F_i30< OQ = o oz O �Qw S O O N Z LLJ O �- > (n O �F--cMO Q � M � 0.. U)LL� Q w Lo w a. M U<00 Z E— W _I O O N (0°° 0 0 & � (4) C%4 o O 0 0 � N cli e- Z Z Z LD WWfn W C) z 0 :3 Q �0 0- L ZwF- W F- Q � F'moZ W LL r=�=z vZ3: �2Z� Z Og2z W a w Z �z`n =Qo Z F" U `i. a O Z Z J W 0 LAST PLOT DATE >r , . Apr. 3, 18 Z COVER SHEET ELEV. AT 0'-0" (8" MI J. ABV. GRADE) (TYP) • 3-1/2" MIN. 3000 PSI .ONC. SLAB FOR HERNANDO CC UNTY ONLY • 3-1/2" MIN. 2500 PSI :3ONC. SLAB OVER 6 MIL VISQUEEN VA -OR BARRIER • MECH. COMPACTEE FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TER MITE POISONING OR BORACARE TREATE D LUMBER IS AN ALTERNATIVE TERA IITE PROTECTION TO SOIL POISONING (T"P) v v O d' Co m lV 9 0 0 v o� M hil M v 0 NOTE: ELEVATION- (-)1-1/2" FFF. ELEVATION CAN BE NO MORE THAN 1-1/2" 1'-0" BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY. 13 A7 I -0" I 5'-2" 3'-2„ 2'-0" I HB xO ❑ ❑ I I I 5 — I I ❑ I I o 1 N ❑ � I I 7'-3" C.J. I M 11'-7" 42" X 42" 30'-0" A/C PAD 6' X 3' 3.-4„ 3'-4" 5'-4„ 1 5'-3 1 /2" N I uj I ❑ -� ----- M LAV - N i I (V II' ❑ I o i � I C.J. - ❑ 4'-8" o N I ❑ 1 V-2" — — — — — — — — i ----- -----------J OSIN11REF 15'-3 3/8" 4 CC ❑ S3 7 4 77/ I /H ELEV. (-) 0'- 4" 2 �zo a � I °' 5 S3 I I 9'-10 7/8" I i ❑ C I M I ( -- rn CJJ I L � 5 ❑ I ❑❑ ❑ ❑ ❑❑ I 6 I =07 H co a� I 1 I I 3'-5" 3'-1" 1'-10" 8'-8" I A7 13 FOUNDATION PLAN 1 /411= 1'-011 30'-0" 16'-0" 21'-4" 10'-8" 1 1'-10" 0 v 0 v O O N 0 'v s6 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R U =w w z ❑ =FILLED CELL W/(1) #5 VERTICAL Q Q o = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB w a � O = FILL CELL TO ONE COURSE ABV PIPE w O w Ow (NO REBAR) w z O N-' j (2) 24" #5 REBAR PLACED DIAGONAL Q w O _j AT CORNERS = m0 o H I-I-JZ o m Clf O ,d ' PLUMBING NOTES: Z o � o a FBC 6TH EDITION PLUMBING SECTION 604 (2017) � 0Or; 1. TANK TYPE WATER CLOSET VOLUME w p o 1.6 GALLONS Q w 2� mZ�Z !YQ 2. WATER -FLOW RATE. w � - w W PUBLIC FACILITIES LAV 0.5 G.P.M. in�' 0 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. `% c O M LICENSED PLUMBER TO VERIFY AND HAS THE �` } ) M u cl AUTHORITY TO CHANGE AS NEEDED. N V _Q_o cool c 0 0 '(A V Ou-8 w a Q O KEYNOTE LEGEND N >r. o E rcoL rn KEYNOTE ANNOTATION O THICKEN EDGE TO 8" O2 1-1/2" DP X 9 1/2" WIDE RECESS O3 3/4" DP X 13" WIDE RECESS O 16"WX 16" DP CONC FTG W/ (2) #5 RODS CONT. O 20" W X 20" DP CONC FTG W/ (3) #5 RODS AT 6" O.C. CONT O 24" SO X 16" DP CON. FTG. 11 co 0 N M ,a. W/ #5 RODS AT 6 O.C. E.W. ow � Wo1- W W W F Wag -' uj Zo x z O7 BEARING WALL W W ° _¢O¢�Qu Uo0 �o Q Q : a Q J Z LL LL o z m oo - Q Q ~ NU) 055 ZQWa5wmZ: O O JV' a�zyoZZLL0WUC3IL JQ OW _ a. LLZ aoW 9HP 2w'o���¢ oQ o =O oQzg< LL �-QLL O 04 0 i— > O O cM O ^Q^ � M � I.L. Co LL ti QWQU? vi aU¢00 Z 1— W W -CID o N V_ co O O N N 4 Cl O O O Co o •L N L O >�c"i >_ N v _ Q O (9 Z _ Q F— W TI 001"- _ rl*% O 00 OU Q TI . . Z Z 0 C.) g O m z A 1 w cv t— LAST PLOT DATE Apr. 3, 18 O FOUNDATION J I PLAN A Z Z ZO Wwcn U�a Q0 a a wI H mOZ Z J Z 2W g2z UZZ = Q n a z z w _1 0 0 N v CO F_ M N 7 30'-0" 09 64" 14'4" 10'-0" NOTE: LINE OF ROOF ABOVE SEE SHEET S-11,12 '1873' 9 FOR LINTEL CALLOUTS & rHD DETAILS LOSH 35 HB ' - _ AT 7'-4" 'FA 00 M 0 4'-8" LIVING ROOM 17'-11" X 13'-3" 8'-8" CLG X-8" 5-11" I I I 2X4 KNEE WALL, TOP AT 34 1/2" N �r- co N 1 co X: o Q I I ° � 1 I 0 N I p - '� o N 1 FLR TB LINE v LINE OF H. HIGF FOYER "' f N 1 2 1 ❑A 1 ion coH 1/2 34 o AT 7'-4" v g' M T P.GLAS� v M 2,-9" 0 1_2" SOFFIT ABV p ENTRY 7'-8" AT V-8" �bo m00 w �Q KITCHEN 14'-1" X 9'-6" 8'-8" CLG 6" PLUMBING STACK WALL N16 20 MIN FIRE RATED DOOR- 4" INSULATED BRG WALL 5068 SGD DINING ROOM p 12 -0 X 9 -5 8'-8" CLG 4"7 5/8" 6'-9" 6 3'-1" y1'-11" 1. 2'-4 3/4" FLR LINE RANGE 4" INSULATED BRG WALL S3 TWO CAR GARAGE 20'-l" X 20'-0" 2068 PANTRY (4) 16" bP SH W/H PROTECTIVE BOLLARD LINE OF OPEN PO T ON GARAGE IN 16070 -------------------- 2'-8" � 16'-0" 21'-4" 30'-0" FIRST FLOOR PLAN - ELEVATION Al 1 /4" = 1'-0„ 2'-8" J o AT 18'-0" a _A Hzo Q 0 N v 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) 2XVS 9 UNLESS NOTED OTHERWISE A7 30'-0" LINE OF ROOF BELOW — 4'-5" 25'-7" DRAIN — SH 25 I HD AT 7'-2" I SHWR HD EGRESS I & VALVE - M (416" S _ 1 SHT5&-8 2068 BF0MASTE5'-7/8" N I LINE LINE g Q A7 MASTER SUITEo C Co E I 14'-7" 12'-8" N T �X 8-0 CLG O :Br C. cn C I S&R ----±j N N I T (2) 2068 BF R& S N N - � I ILOFT CP 148'-0, AV ' CLG AHU BEDROOM #2 — N A/C RETURN 10'-11" X 10'-0" Lp N� UNDER DOOR j 8'-0" CLG wQ 1 N 0 4' ih 4'-11 5/8" 1 3'-8" 4'-10" '-2" 2'-11" 11" 3'-4" 2'-10 1/2" 2'-10 3/8" A W/S AT 60" AFF 6" V-3 1/2" 4" 4-1 r—22,x36�—� DN ---- 42" H. 6 - - - - -D TILITY 2668 ATTIC o� 5 FRAME N LOW I 6" WALL ACCESS L — — — J T 6" WALL WALL ° WALL 4 _ - _ _ BATH #2 13 `n 42" H 8 A7 FLR Q7 SLOPED , ----- DRYER LINE A7 i.� W W VENT 2668 TB LL 1 HANSEN 10 BOX 2668 R & S - N R&S (2)20686F -- 7 ----- n - ---- 1668 _ - - - - - - (2) 2068 BF OPEN TO 6 `" O Co '- BELOW (4) 12" to w 36" H. DP SH 4 CONT - 3 - RAILING 1 2 i BEDROOM #4 BEDROOM #3 9'-10" X 9'-11" 10'-0" X 11'-1" 8'-0" CLG 8'-0" CLG Go SH1/2 3 = U3 HD AT 7'- ' 8" v FRAME WALL - 4" SH 25 FRAME HD AT 7'-2" 1 WALL EGRESS 3'-3" 5'-5" I 4'-1" 10'4" 8'-8" 21'-4" 30'-0" SECOND FLOOR PLAN - ELEVATION Al 1 /4" = 1 1 -0" SH 25 HD AT 7'-2" EGRESS 6'-11" 4" N n w Cf)o w 0 N N 0 0 N KA O N v GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL = w w FIN AWAY FROM WINDOW FRAME. o z Q Q VERIFY ALL WINDOW AND DOOR ROUGH OPENING � a X: i SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. w O w Ow INSTALL RND DRYWALL BEADS AT HORIZ & VERT U Q w Z 0 g _j c•4 CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS Q w cg NOTED. = 0° Z g — O Z5 g• USE SQUARE CORNER BEAD AT DRYWALL NICHES & z �_ wj REC CLG DETAILS; REC CLG SURFACES SHALL HAVE ~ co Q (0 as SMOOTH FINISH. 5 o w P Of LL WOr; ; �J L� LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND U Z ii CD THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER } Q w CODE. w Z H w— =f= �o'`:`•: Uj w ~ o CO ; ALL ANGLED WALLS TO BE 45' UNLESS NOTED = =_ OTHERWISE — w ~~ 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) > o � u APPLIED TO THE GARAGE SIDE. M of NU -0-0w b ai TOWEL BAR - (T.B.) = 56" A.F.F. E '-" ` 2 0 i ` TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK 8 TOILET PAPER DISP. - (T.P.) = 20" A.F.F. •N ,� U 0 7 ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. V w QN co) ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. L. 00E rs ' CORNER SHELF = 56" A.F.F. O ^ a '0 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, Vw) R 4.1 HIGH PERM, 1/2" GYP 77 k 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. Co 0 N M v 0 00 BEARING WALL 2X 16" O.C. W w _j w l_ z W/1/2"GYP. W W W Wo§J<Oa�aIIUO0Jo Q (� �axJZLL�UZr2 pJ0 p =FILLED CELL W/(1) #5 VERTICAL cn w il.LLI F0 Z w V5 it z M ®=FILLED CELL W/(1)#5TURNED 2'-0"INTO SLAB � Z ¢0W�g_���gwo�a�Q Y Z p= FILLED CELL W/(2) #5 VERTICAL o¢ o a u- p = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA O O STAIR N MARK RISERS TREADS LANDINGS TOTAL RISE O W A 16 AT 7 9/16" 14 AT 10" 1 10'-0" Cl) o co O SQUARE FOOTAGE: UNIT'1871' Q � c` i � LO FIRST FLOOR LIVING = 780 SQ. FT. z LL- ti TOTALSECO LIVING FLOOSQ FT = 1870 SQ. FT. W w d. M Q �? ENTRY = 38 SQ. FT. Q U Q 00 GARAGE = 443 SQ. FT. z TOTAL SQ FT = 2351 - z 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 6th edition (2017), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N to °° N N 4 o O oE O O .O N � C-li > ' 1.1.. Z_ Z zC w owv; w U��� Lo ZWF- -- V ~m0Z W (DOLL z 2 z lz IZZZLL O W W Q 0 d 2 LL �QZ �Z 1� = ~ C: Z O 0 F Z < a W 04 W r N LAST PLOT DATE Apr. 3, 18 O 1 ST & 2ND FLOOR J I PLAN Al G 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 42" H. SLOPED LOW WALL 1" 10" NOSING Zo Ll ZZ NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. SEE SHEET ST FOR STAIR DETAILS (3) PT 2X12 STRINGERS LANDING a STAIR SECTION 1 /2" = 1'-0„ SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" ,,cj" NOSING (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL STRUCTURAL SHEATHING ; 2X8 SYP STUDS SET TIGHT TO ATTACHED PER NAILING SHEATHING AT 12" O.C. W/ (2) SCHEDULE -ALIGN EXT. SIMPSON MSTAM36 STRAP FACE OF SHEATHING W/ EACH STUD ((1 STRAP EACH EXT. FACE OF CMU BELOW_ _� SIDE) CENTEI�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED 2X8 #2 SYP P.T. BASE PLATE r ` CMU - STRAPS TO BE SET TIGHT TO SHEATHING ATTACHED DIRECTLY TO CMU W/ 1/2" EPDXY ANCHOR OR (' 1/2" J BOLT W/ MIN. 7"*CENTER EMBEDMENT AT 32" O.C. OF STRAP AT AND 6" FROM EACH END T/WALL TYP. U.N.O. SEE PLAN _ TNVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. w 0 SEE FOUNDATION PLAN z w FOR FILLED CELL SPACING. x , , 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. 31 WALL SPLICE DETAIL N.T.S. ^^ V! _ = W H U N 1.L w F- W Q J 2 w < U 00 O N W F' 5; z p M WOW RU0 w Z OW gJ N < ®3 _ 00 Lo ,, {- HF-pJZ �a�G 'k QW F-pm� �-z<w u- D ac9 F-O�� W V- O U e_ UpJ� mZ=Z�1�b--Y r N 1.6 � Z =v r p w VJ !- i- p a < W 'O cl U '7 M N N V -0-0 M o g � O u _ o } u .�� a pg �N C nl W 70 Q E t ^ aM W W (� W ow vi whQ M�J Wes- J(o0 ix wOF' d:�¢~_Zw z LE )0Lo 0 Q Q V F- I- Z) 0 z�iy�z�0�1-QQ �Wa ��zOWo�°°ZZ CJ O O U) 0U- z �Oa�zYOZ_z"-DOW0wJ <<Ow<- wz� oa <pw � -� �UJ6�0 < Y < OF<g OQ LL O= O O N Z O 1-- > U) o (o O Q � M (o ti of a M <Ua00 Z I— Wz w _jc:) O J co 00 �— N 04 C6 (4) O 4 IL O O� CD N Z 1..� Z Z O ❑wcn W 0 - U❑Fr❑ r- 0 Z I- S a T /r'1 V zwVa X~ ~ t� ..L Q ~m0Z _e W Z � w w �mz Z OZw d C) zz • Z Z H O U 0vg o m w l< zA3 Z z w W N �— LAST PLOT DATE � Apr. 3, 18 z 0 DETAILS lV Go N 0 2'-0 3/4" 26'-0" FRAMED BY BUILDER LU FT5 FT4 0 FT1 LL Ln F- LL z z a X a O 1, II __ - — _ _II L� -- =—— — —— - a a E z a z z X BEARING— '" HEADER BELOW N FG1 , IL A \ k r I( II II II II FT6 II II BEARING 1 I WALL FT3A BEARING WALL ° 0 II I II I ------- ------- I I II I II II co II LL 1 II I II I II I II II I J H W LL M1 FT2GE SECOND FLOOR - FLOOR FRAMING PLAN 1 /4" = 1 I -Oil PLUM M 0 (V N v M 0 M N CA U U 77-77777 CA U LO ER ' CjXJ3 CJ3 o CJ5 CJ5 A5G \A4 A3 0 0 A2 60 MIT— A2 I o N A3 A4A A6G CECL- CICL- CJ5 00 CJ3 F, in LU O CJ1 10 Cl) U bo U 62 U B3G EJ2 CJ1 O CJ1 iy V1GE U U 2 SECOND FLOOR - ROOF FRAMING PLAN 11 /4 — 1 -0 5 F 13 2k 12 0 2X4 REFER TO Et PACK FOR CONNECTION. III II 1'-016 2'-0" TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING 0 CJ3 i� CJ 1 REFER TO PACK FOR CONNECTION.* CJ5 M U to U / 0I 11 1'-016 2'— 0" TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HHETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 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. HANGER CHART 4L = HUS 26 ( USP) . . = JUS24 ( USP) \= THD46 ( USP) Total Truss Quantity = 98. Labeled End Mark ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN NY BY THE PEAK CONSULT BCSI -B1 W Span or W to 6: Span Spreads Bar / 60 degrees / or less I 1 /2 I I 2J3 to i f I T tine r span app'vx. Ta . r span �x REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—B1 recommendation 4) 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 S P D /TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE =: RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 Truss member design & connector plates are designed for ASCE 7-10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK NWM CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:VARIOUS MODEL :1873 AMERICAN DREAM/� CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC OTC LOT BLOCK DESIGNER PAGE .JMD DATE 06 26 2015 LAN# I SCALE .N319835R 1 4" "=1 ' ??? 11/18/02 9:52 AM CCA48.dwg LD =w W w 0 z u" Q °° Q J = U = o N wam w O W F-M Ow 04 F- O -j Z F = W , [i a' t E- 0 U) LLL�OW IL ��� µ W 0 0 W �''" a ..E '� • in � w m Uj (9=O oc) M.�. W = o w F- SIN` v Lf) , C) ? 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(S) H10A-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-0" Adk _ • 12 - - - - T.O.M. 15 METAL DRIP EDGE (S) A23 2X4 FASCIA ALUMINIUM •• 1 " 2-0 WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 12 SOFFIT DETAIL 3/411= 11-011 N PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 8" L 1'-o" L 1'-o" L 1'-o" L 1'-0" 13 LEDGER DETAIL A f1I A'I 71 All . '3' a" Cl 6 RDOOF PLAN Al 1 /8 = 1 -0 1 0 ELEV AT 18'-0" 009 T.O.P. ELEV AT 10'-0" 1-01 2ND FLOOR FF ELEV AT 8'-8" T.O.M.Ar- A/C UNIT AND PAD - v ELEV AT 0'-0"- 1 ST FLOOR FF GRADE LINE REAR ELEVATION Al ELEV AT 18'-0" T.O.P. FLASHING ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 12 51- CEMENT PLASTER 12 CONTROL w r w SF RC MIND imll NEI mimimimimimimiml ASSUMED GRADE J 2 g1144 ONTS ELEWMON Al = 1 -011 N Z = � C9 o w N = 1 /811 = 1'-0" iltuiil�lliil�luil�llill■n ELEV AT 1 1111■IIIII■IIIII■IIIII■IIIII■ auir�rr��rmrirmrirnr�i T.O.P. ELEV AT 1 1 2ND FLOOR FF CONTROL ELEV AT 8'-8" JOINT 44 ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE RIGHT ELEVATION Al 1 /811 = 1'-011 ELEV AT 18'-0" - — T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. - A/C UNIT 2'-0 AND PAD Ah ELEV AT 0'-0" _ 11-1 1 ST FLOOR FF 12'-0" cm CONTROL — _ JOINT io LEFT ELEVATION Al 1 /8" = 1'-019 18'-0" z H _ C� — — N 1/ CEMENT PLASTER GRADE LINE 13'-8" 12' 0" z= �U q w CONTROL 12 JOINT 5 - - - -- 11 A5.A CEMENT PLASTER r r` UNIT PAD 1'-4" 1 1" iRED rHK 4T ER BAND "THK JT ER BAND 12" SQ CMU COLUMN, SMOOTH STUCCO .FINISH — STUCCO BAND ulCOLUMN DETAIL ::1 GENERAL NOTES: * G.C. VERIFY ROOF RITCH 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" OVERHAND 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, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 5TH EDITION (2014) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1225 SQ FT VENTILATION REQUIRED = 1176 SQ IN VENTILATION PROVIDED AT RIDGE = 112 SQ IN VENTILATION PROVIDED AT SOFFIT = 1064 SQ IN 12 ROOF FINISH PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT SOFFIT DETAIL 6 /4 1 1— 11 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS •> METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT SOFFIT DETAIL 27 ' /4= - ' 2" STUCCO DETAIL 8 /4 = 1 9-011 ,k 17�k 1-1/2" THK co NN 2" �2" DETAIL a/4:!TUCCO — '— 6" 1" 4" 1" •„ (V (V 0 0o o w EPS N FOAM iv DETAIL z10iBRACKET FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO FBC 6TH EDITION (2017) RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED 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 FLASHINGS 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 LEAKPROOF, 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. *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 NOTE APPLICATION OF CEMENT PLASTER MUST BE IN ACCORDANCE WITH ASTM C926 AND C1063. IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) 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 - 15 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. In = w H U w w w Q J 2 1~i p N co > = N Ow Q � O w Z 4, to =I-5Q ��� ' A f.:� Q W `CY =1 1 f w W w - P, U Z IL aCD o w wZF-O 0fFn Fn=1= OQ cn� —0w HF- Q SIN N LO L E �? _W L u 0 CM N m (A V -0 0° om o- 'C C �8 no-�O ommom O Ic U < • C•g U w a `t^'fit CCL W cOrz, C M W W W �LLi vS WO~ W0 <g ' < Yztr Z Q Q V tYOJQOatr¢¢LLUOOJO MOXO9ZLLLLiRzo00ZQQ wO U' m O�OOm Owma jv�www�LLtr¢pw_j U O Z (�W _j¢QowQ�ZWZ23wUoa QOW ��m-9WomU Oa o 0 oQZ Q �Q� 1! O O CV zO w> (A O O � � cM O Q cn M � w ti QWQL? M �Uaoo Z I— w _jO O ..I co co 00 N d) N d) D C11 r� 4 O O o 0 N L L o N >W Z -Z° W c) N C) Z I-- 0 d- — Z WF-Q W F- Q ~moz LU (Do�W Z r+ � 7-4��zcc MZZIL r W � �a�w O Q r� `� Qz • Z ~ O Z U oU� o W lz z w . W 0 rN LAST PLOT DATE > . IN Apr. 3, 18 z 0 EXTERIOR J ELEVATIONS Al & 1 ROOF PLAN JC 1ISCONNECT VP ;FI LEC ITER FIRST FLOOR ELECTRICAL PLAN 1 /4„ = 1'-0„ 7f. I3D MASTER SUITE io I fill 1'.4„ OPEN TO BELOW 61 2'-3" 7 TO 1ST FLR ELEC LINE OF ROOF BELOW AHU / LIGHT AND SWITCH IN ATTIC " � 1 211,� - C ce D 1'_8" A UTILITY „GFI i 4'-11" - BEDROOM #4 SECOND FLOOR ELECTRICAL PLAN / 1 /4„ = 1 '-0" 2'-5" c LO MASTFR BEDROOM #2 5. GFI - - 9 `- BATH #2 1 4'-0" ` V(/ W 5'-0" F 1 1 BEDROOM #3 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 BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 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 2014 NFPA 70 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 2014 NEC. 7. IN ALL AREA SPECIFIED IN NEC 2014 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 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 RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 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 FRO GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR. NOTES: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED TYPICAL 150-200 AMP ELECTR 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp dots #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC ICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE f , OF SWITCH SWITCH -; DOOR JAMB E 4 1/2" DUPLEX _ OUTLET TRIM M BASE - TRIM q NOTE: N j p o ALL DIMENSIONS ARE FROM a) L.� M ROUGH FRAMING >1 } M 2 N V =O^ uM A' a W E F L ELECTRICAL LEGEND: b O os ° < t v . 0< NOTE: ALL HEIGHTS ABOVE FINISH FLOOR L r c C6 110V DUPLEX OUTLET AT 12" 0 a a 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 1HORIZONTAL 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 °w Ld w C w w O o TELEVISION OUTLET AT 12" - WIRE FOR W W W w o qg w g a a Y z o z CABLE & SATELLITE Q Q U OXJ`�W�ozgoo��Q z STRUCTURED WIRE OUTLET ~O N a N Z° W 55W z p� S2 O a. O Z ¢�¢wYdNZWz��c0ia �- SWITCH AT 36" U- p w g w p Q p� �QZ� 169 3 WAY SWITCH AT 36" w ¢ O ¢ LL 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" O --0 PUSH-BUTTON DOORBELL N Z A - CLG MNT LT FIXTURE 0 1­- LLJ -E;B} CLG MNT PREWIRE - FIXTURE BY OWNER ? � ~ O C SURFACE MNT FIXTURE F cM O CV)WALL MNT FIXTURE Q LO rNOTE: L . ti 0 40W A 6" ROUND OPALEX - ALTERNATE LO TUB/SHOWER CANS MAY BE Q W Q 50W PAR30 NFL 6" WHITE BAFFLE USED IF f- cvj APPROVED BY �- RECESS CAN OR LED OWNER Q } Q O 50W PAR20 NFL 4" MINI ROUND RECESS Z V I__ Z ?0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL W J O {} CLG FAN PREWIRE AND SWITCH (0' COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 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 CD 00 D-48 DOUBLE 48" FLUOR STRIP �1 24 24"CLG MNT WRAPPED FLUOR LIGHT �� N N N O 48 48"CLG MNT WRAPPED FLUOR LIGHT .a O 24 ;j? 24" VANITY LIGHTING O O 36 36" VANITY LIGHTING , (D .2 48 48" VANITY LIGHTING L_ r- O EXHAUST FAN/LIGHT a) > N EXHAUST FAN ' p�p DOUBLE FLOOD LIGHT W/ COVERS AND ' i..` Z Z V 150W PAR 38 FL w z 0 I INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR W U > CEILING MNT SPEAKER 7 C) 0 M CHIMES (DELETE W/ INTERCOM) �� -0 E- O a Z ® MASTER STATION Lo_0 Q Z w :r Q ELEC PANEL X H 0 VACUM OUTLET AT 12" Q = m = Z CEILING RETURN AIR (W/ SIZE) W ce 0 Z � w ® A/C REGISTER < z 0 TQ THERMOSTAT Z Z U_ ® SECURITY PAD �, W 00 O-1 2 Z 00 ELEC METER Q Q U a_ Z III Z ELECTRICAL SPECIFICATION NOTES: Z Q p ELECTRICAL CONTRACTOR MUST VERIFY WITH THE Z U SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION U a PURPOSES. 00 of Q Z z z W J Uj C1414 N r LAST PLOT DATE Apr. 3, 18 z A 1ST & 2ND FLOOR J ELECTRICAL PLAN A I� f �IyIII{�I dl . L.I. .. - y.. - — - -- _-�1-L�1.ir,.��..w.=.r r.< A_ ir. ii �r �.., l��r++-1. ��,.CL �_.� rf��:• 1.,.._ J ,. .��_ .L1J 1 J .h .; - �6. 1_, a,L .i. l+� ..... .. :� _ d. .J � k1. .i�i�Ml i �. l�!': �c._...dMJ '1 ,rYl. :�:. t; rs:: - ..1 i a: �ll�l� �I � N O M 0 M CC) 0 M 1 1/2" FILLER 2" FILLER �L----- 3'-6" 2'-6" 3'-611 co HOOD PANTRY 4" BACKSPLASH IF RANGE 2'-0" SKEWED X-6" 1 1/2" FILLER KITCHEN 1 /2" = 1'-0" HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASLl �0 00 2'-6" 2'-6" 1" FILLER 1" FILLER 5 MASTER BATH 1/2 — 1-0 PRE-ENGINEERED WD. TRUSSES AT 12 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION ELEV AT 18'-0"' T.O.P. Y 2ND FLOOR FF \ ELEV AT 8'-8" _ T.O.M. MASTER SUITE LIVING ROOM (V M 2'-6" X-6" 2" FILLER 1 1/2' FILLER N O M co co 1 1 co co N P 0 ih SHWR HD Nz� VALVE LINEN CLOSET I LOFT T-3" �- 4 1/2" MASTER BATH 1 /2" = 1'-0" 4'-11" SEE SHEET ST KITCHEN PWDR BATHco s� � I SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'1871 - BUILDING SECTION 3/16" = 1'-0" 3'-0" 1'-9" 2" FILLER kk 1 1/2" FILLER J i fi PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF 0 G 3'-3" 1'-9" SKEWED 2" FILLER KITCHEN 1 /2" = 1'-0" co Zo cV 1 O C'M co 1 ao cV 0 M 2'-0" HOLLYWOD STRIP LIGHTS SHWR HD - WALL 30" HIGH MIRROR 411 VALVE - BACKSPLASH -- SPIGOT- 0 3'-0" 1'-6" 1 1/2" FILLER BATH #2 1 /2it = 1'-0" 2'-6 1/2" 2'-9 7/8" 2" END PANEL 3 KITCHENnISLAND 1 /2 — 1 -0 0 3'-0" 1'-6" 1 1/2" FILLER BATH #2 1 /2it = 1'-0" 2'-6 1/2" 2'-9 7/8" 2" END PANEL 3 KITCHENnISLAND 1 /2 — 1 -0 0 M O i co i 0 M WIRE SHELF ::, "HANSEN" BOX 220 VOLT 0 I I I I \ L_ 14 1/2" X 16" (DRYER VENT RECESS I I I I M I I UT i:l /2" = 1'-0" 2'-0" 1'-0" 4" 4 KITCHEN 1 /2 — 1 -011 2X4 WALL TOP AT 34 1/2" F b. _N N co V O^ o. m M A' W w L M TT Q �� O LL8 o Q UO° .N z W QC V cN � �v 0 6 a W W ow vi w8 �2J wpf- ��YZit z ce 6 Q� J�o3��JL�o F- I- cy Q Q Q Z Nwa.1NZpw2REZZ�U pa� ww�wwm¢p w< ?wz��U�a LL Q�_< pw ��� OQ 0 =O gw°z OQ �a �QLL O O CN Z w O� �! (n O 0 1-:M O Q � M a J aw<Lo M QUQao ~ Z W w _j0 O Jco N `° °° N N d) C6 4 O O o 0 .L NL�v-o ^ ♦ � N d- Z o w � to 0 aa. .� z w H Q v I— ~m0Z � ui V�3w i-�z0 L1-zz"- r�00 4 W O w a ,-� z Q Z Z U vg Oo co x Z Q z w It w N 0 N e T-- LAST PLOT DATE> 0 . Apr. 3, 18 Z O A - INTERIOR J i ELEVATIONS STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SB)Q 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 CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, 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, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR 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, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t 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 Ys INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530-1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12s, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), 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 7-10 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 ILL + ROOF ILL 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 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (t"c) 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 STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 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 C90-0601, 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 =1,500 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, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2 OR SYP #2 STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), 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 includingg all risers and heads be installed hin V-0" building spray shall not wl of the 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 518" 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 trappss, etc., shall be made with metal or forms. Permanent forms be permanent plastic must 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 overpo and mortar along the foundation perimeter must be removed beore extenor so 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD 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 DISTANCEFROM 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. W W l oQ Q co Go C3 yLO .� aq . tiI� Won O p F- =�Z n Z Q F LU CD Q �000U) z } Z W ri (r I r+; z W W F- O �U-0 _- UZWN IM Z Z � � ~ Q IX C0� =0W HT Q �0 C! U C,) 5 =) O u Ogg Q i C) "N w Q� c i 0O EM 5 W a v N LLI LU J wWF- W w Lu20zo: LL Q V F-0 ¢]��UO3Wm,U0��0 <axQ ZW COW�WOzOWO�mz 0zz00HQF O U' O Z (AIL oa�v�wwF_ �¢¢ow a?WzOwUoa IX¢0�_j U¢ QOw g-W =O gWQ ¢ LL O�QLL r C:) N Z 0 I- _>(nO M O Q�Mf` CLL G c Q W Q 141? ILL.M ��z < >- CO F ZUF- W W -j 0 O J d- CD 00 C) C)v ''^^ / I t� C)O O J -° N L o `W �/ Z Z �IWO �. WUI-� -fn 0 Fr Z f--O- a .� zWFF--Q _ (D wF_w Q =m=Z Lu �Uj O�J (�- Z T� �2 z �ZZ lei O ILLI g �a�w L CO Q Z Q O ■ Z ~ U 00 m z Q z z J In W NIn > LAST PLOT DATE m wApr. 5, 18 O STRUCTURAL J DETAILS CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O — O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (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. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10' (r 24" O.C. 13'-J" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514, (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING a' ROOF DIAPHRAGM N NILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + F. + + . + + + + + + + + + + + + + + + t + + + + + + + +co + t + + + + t + t t + + t + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + +/ + + + + + + - + + + G, 9l + + + + + - + %' + +++ + + + + + + ++ +t + + + t + t + t + t + + + t + + t + + + + + + + + + + + + ++ + + t t + t + + + + t + t + + t + + + + + ++ + ++++++++ + cr' 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (uft)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 + + 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 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHAN{ COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND AND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED ANC OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOU FHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT El` GINEER 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 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap J : + FILL CELL STD. 900 HOOK BOND BEAM W ........ Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. . FROM ::1�� C NDATION TOHIGHEST 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. Small 2" min. 2" ) gap / max. —14 max. 1� Clinch nails_JR 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. 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 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". DOUBLE, OIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non-staddng walls over squash=20 blocks and require additional wall or beam below. consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Isa T (1ndl nails at R" n r- Q%/ Provide adequate bearing for each lapped joist. odnails SE(;TION @ INT. BRG. WALL N.T.S NO HOLES (EXCEPT 111NIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED I )IMENSION OF LARGEST HOLE IN BEARING ZONES D <NOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 1 16" A 1)/2" ROUND H( LE MAY BE CUT ANYWHE RE IN CANTILEVER THE WEB. PROV DE AT LEAST 3" OF CLE 4RANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTE) BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 13/2" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. v Aft 0W 1. JOISTS MUST BE PROPERLY DESIGNED TO M -_ET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUi1 LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INST kLLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPT A AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE API ROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS' HE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT ( UT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNC, IT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANl WHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO TR : 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 THI > TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 314" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d I 5-16d 16" 6-16d I 6-16d SIMPSON MGT w/(22)10d to NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"o THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. J( Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight 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. eb stiffier as Web stiffeners are not required when top required ff hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL R to SLEEVE THRU STEM -/ SEE PLAN FOR •• • a . • ° FOUNDATION IN a ° G STEM FOUNDATION GRADE REINF. SEE PLAN ru%. t,nrtx 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d IIbIbI�I ' �I��IIII- 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE I- I I Ili -I 11= - • F_ I SEE FND. PLN. SIZE & REINF. lie el PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE IF PLUMBING LINE PENETRATION ° ..a --------a----a-------- I ----------------------- 4 Y SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d 4 al:—:1 i- ' �,-1I SEE FND. PLN. SIZE & REINF. v7 W � W 0 Q LU Q = Co o N O_co w 0 W O w A/ 2-1-. a� .�.•- LO 00 O ES F- �, 6 t-F-oz a , F- I-Z Q(n LL 5 o - �Z -� �.N :� " W ,` lz H - =IX o�w �� Q AA'' to- E i W -C `0 C? U (M N N V D 70 °° m US _moo~ 0 ° S 9 Q s ci w IZ� H W U I` O E M 0 a '0 - LLI�W~WJ w LU ��zw o�LL VOOJOW C7 Q c0a: �UZW °°Zco OO itOLL 0R00m �0o-80WWF_zLL0<0 � cA Z ~< "" 55-2guamO a. < 0 o 0 U.i< o�<g LL 0 N z 0� > (n O z C M O Q � M � ULL � zaUa� W a- M CL ~ Z W O d" N c° °° �■ O o N O Q O c O O C NL, i > L� W Z Z Cl W W5�> _o fl1 O O:D a z 1-- 0 a � ZWE=-Q _WM WF-� �— Q =co=Z LU UJI 0 Z3W i-�ZX 0a>_w Z Z LL }" O LIJo co a ,-q Z �Qo "Z Z U U Oa O m Q z SN1 Z Z WN o T- LAST PLOT DATE " Apr. 3, 18 " -6-r O STRUCTURAL J i DETAILS FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90- HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " ``' ELEV. 0'-0" OIL O.C. OR 5/8"x10' WEDGE ANCHOR PITCH > 4:12 0 ° A.F.F. @ 24" O.C.) 2" (2) LAYERS TYPE I OR TYPE II ° ° ° 4 (#15 OR #30) UNDERLAYMENT —I I �1 I �I�I m ° /rj__r:N11::1r I I= I =II= 11= z 31/2"MINFOR ROOF PITCH 4:12 OR LESS. I I �I I I I I I I I� — I �'° ° a ' °ELEV. -0'-3 1/2"z � r a a a PRE ENGINEERED WOOD III I I 1 �I° A.F.F. O — I e ° 2x4 CON o.. LL b. TRUSS @ " '—''11=1I—�I 11=I ° C . -A _ CD HURRICANE ANCHOR @ EACH ICI I I- .4 a ; d I 1. ' a d ' a a ° N � 31/2"(min. - 4" @ -III I II II I II I H 11— GARAGE DEPTH VARIES a — _ TRUSS (SEE UPLIFT SCHED.) W/ a . _III= —I I III=I METAL PL. UNDER EA. TRUSS " 4. I I= —1 I , „I IF � MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ SHINGLE ROOF U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GAF AGE SLAB AT STEP B TYPICAL BEARING WALL Cc NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALI : 3/4"=1'-0" "SHEAR WALL" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 S3 RM TION INFO A . ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4"BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E� v ` I N - r` ° D 1 Z °° M D 6 MIL VAPOR I r I I I� I I II 00 - z BARRIER I D 4 I I D, • I I— 04 COMP. SOIL. �- (COMPACTED TO 95% I I I MODIFIED PROCTOR I III I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS -I//- O.H.D. RECESS z --- —_j i. III= 1= 4" II co e. SEE A/S3 OR J/S6 I 4711 I I ICI I I „Ili I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR))/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12) 10d NAILS HGT. FOR WALL HGT. s X-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z1E_ SHEATHING W/ 8d COMMON NAILS @ APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK @ 6" MAX FROM END OF 2 x PLATE - 5l8"° x 10" "J" BOLT @ 24" O.C. W/ N 2"°x3/16" PLATE WASHER (TYP ) 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD v #5 VERT. IN FILLED CEL _ N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT 0 1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE D ° .°D . D D- Ix J ° 11 I I III 1 I 1=1 I-1 I I- D°� I —I I— I I —III —III —III —I I g• ° P II�IIII�IIIII�IIIIII; ����-1 _11III_1 i1 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE °° I Il 1_I_=_9 1 F-9 I =1 11=1 I IE.EI 1=1 III — — — — - -1 (1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E tV ' M :. ••� "' —I I I� I l�.l � •.•....'�...�., `—� III=� I � I 1 � —I —III-111� .• < . ' .i.� : 1— I I Op I IL id �.. I IIIII� .•y._ � ; � Illli SEE A/S3 OR J/S6 I =1 I I I I IIII „ 1111j1 III - FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 c E ° TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH w/ (2) 16d TOE NAILS @ EACH END (U.N.O.) (OR 8 GYP. TYPE X @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ - (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < F-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" MIN. D SHEARWA SCALE: 3/4"=V-0" •�NJ� S -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK -SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —4NSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH �31/2" MIN. I d'31/2"(min.)- 4" co 1I- 31/2"(min.) - 4" I I� I ° _ —� I —ILA I II�II�II�III IIII (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 2X P.T. PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR � PER MANUF. #3 OR #4 REINFORCING BAR c�\I ' ' ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T D FINISH GRADE °O [GRADE 60 MIN. Fy 60ksi] 25" MIN. LAP [30" MIN. LAP] 11=I 11= — I - 6 MIL VAPOR BARRIER -1 I I I I o I I=III=1 11=1 11= O0 111=11�1 I FE] 11=• T #5 REINFORCING BAR R 1 7/8" —� y I P: 11=1 I I —I I I I li II I I� r #S I AP SPI ICF I II � �• III II � COMP. SOIL. (COMPACTED TO -11 1 95% MODIFIED PROCTOR ASTM ' I I I-11� I I=1 I ILE 11�11=1 11= D1557) 111 ,1111111111�.IL���Ih TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT Q INTERIOR - . -3 1/2" .&, V A °` 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 00 - " ;t I'rlll-1 M 6 MIL VAPOR i' = - -_ BARRIER 111I 11 I 111'I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE ZZ�1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 �+ ' `WWF OR FIBERMESH ) 'd' K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /ta TOP OF BEAM 2x4 P.T. PLATE g d 7116" O.s.e. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z co � w J g w o w w cf) NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE - O p w a. a. :11�—TiT—I I m 6 1=IIIII_ 3ul ' I —I i I —I 11 I I —I • (2) #5 CONT. =1 I FI ON 3" CHAIRS 8" 1'-4" (TYP.) SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER o COMMUNITY SPECS \p\\i,�p�\i/\\p� I I i�i\p\ice\i/ i O i//✓/ IF (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. c E 6x6W1.4xW1.4 �;, WWF OR FIBERMESH M 1 I I—III-111=1 I I I—F r 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 t t a)" oerlace cno VARI 1A14 A .. IA14 A "v J � OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS On S.G.D. i M SCALE:3/4"=V-0" \L S3 MASONRY WALL AND 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `�" ' ( M 00GRADE— d ) d. _" c, �� �;,. � I .LEI z w —i I I=1 I I —I I i=1 i I=III W 0 0 u)= I I IIII- • .� . •. . a.. I 11=III=III - z z L- L) — ° ° d — = co =1—ILII=II II II1=I I— — -FOOTING � 0 I-1 IL -I II I I ...III-1 I I— BEYOND 'AD REINFORCEMENT ' =111—I I 1=1 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 = W w H w >Q > J = Q = N W m� woo Z cM Ow J may, . Q w C9 J �0 Z Q .� -� dk w -1.ALO CO O H Z i f+y < UJI F 0m la KZ zQw u_?O_� w � u- 0 "adG ; t `e 0 W 0 J CD LU ca Z Z - -��a' W LU C7 _ W cn • - s�' CO W ®Z; 's o —0�w HH Q rIN > Q ^ o W L .o M u M c, 5 N V CO e M E _O .� Q •� O LL g � Q iUa�-� .N u Lu Q� EM rn W 7 L 0 ^ a a o LLl W OW wFo-Q <,MJ w0 1MYZol z (� Q 0 Q F- ��XJ�0�w�u-0O� �� zw. cyu)wgOLu—zOZROOmZz JO 0z20 �QE= 0 O Z JOa�z -jaa0wYd ujzo�¢O a- -Wz� va U) LL Q0W mHf2 0W o mow` Q 0QzgQ¢ 0 �-<I i O N O F— >U))o z 0 � co o Q M LO 41, U- z �6M a>_Q CO z U I— z Lu W _jC) O CD N T_ °° N N 4 o O O O O O 9 NL(, o _ P11111,411 >> LL Z Z _ O w0�> W N U��o z � 0 Oil zw�Q (< Q =M=Z uj LL Z 3 J � 1�1 z� �Zz >r oa � 0 c/) z �ZZ • • r z �QO Z U a OV o W Q Z Z z Lu N r > LAST PLOT Apr. 3, 18 DATE Z O STRUCTURAL J i DETAILS —MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ W"O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN V2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (rYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT C R 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICA _ C.M.U. WALL STANDARD 3"DIA. TEE 3/4" FU tRING STRIPS THREADED 3" DIA. EXTENSION 1/2" Gl PSUM BOARD SCREW OFF CAP (3" DIA.) W/ DR ­ WALL SCREWS FOR CLEAN -OUT @ 8" C C. OR 4d DRYW \LL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" TO DRAIP WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1J #5 FOR CONCRETE PLACEMENT J • • .•. • • •' ■III MEN �lill IIII� ■mEII lia■■ mil II II ILA ■III III■ ■�I�� MEN �IIII IRII� 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE J J w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8xl6 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. ;. 0 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 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) EBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL d d ° DOOR STOP d c� ° MOLDING `tZ d G 2x TOP PLATE r- N GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (TYP) SEE ELEV. 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. --CRICKET AS REQUIRED SIMPSON SP2 wl (12)10d I/ NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD 7 MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 sr8, SPLICE STAGGERED • M�4! */4 J . G 10d @ 8" O/C ATTACH -j SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK u �/ EXTERIORLSTUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO TOP PLATE a a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END N 1'-4' (1) (2) (1) (2) (11)) LSTASTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (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 INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SP4 SP2 SIMPSON SP4 3P2 IT SIMPSON SP4 IT 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING A 1 —L' /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2• P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a a. `NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON L NTELS SP4 SP4 d � j SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 �-10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SPF) (2215# SPF) i (3285# SPF 3 (4065# SPF i (5665# SPF IS (6865# SP IN. 8" PDXIED A.T.I t&NUT 'OXIED A.T.R t & NUT DXIED A.T.R. t&NUT -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0' O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX (MIN (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. w wz ¢ co Way = N co zci Ow M � 0o U L:� to O o z °� a°-° -. }}z¢ ti =) o > ia..: cn � w _ r. woJ s: co44 Z Z �—_~ =wF=0 _ow = r°" z ¢ y! L `0 °? U 0MN N NU -0 0- m � a l ... L A' Y/ O � 2 M g __ �— °"g c� s �6 Z •tnn1 V w a; V ^ a w w 3 w �W vi wo�- wF_< af2J wgYZlx Z ww:mJ¢o¢w¢�C.ioRo o w Q V Q 1= ?OR-wif oZmoo�Q- oco09oZoiR0omZz cy fn Z -10(L ozzLLpWO �t¢'WOg��-�wp�Uo¢ Ja oQ o o¢Z ¢ 0 �¢� i O 04 Z W 0 F— M O Q M P- ll� CL M aUa < 00 Z 1— W W -j 0 O co N V" °° �— N N & 9r� CA ON! o 0 00 N °'moo i N "> LL Z Z WU~� aco N U_=moo O d .� < WHQ _� Z �F-� t- Q =m0Z uj H Z Z J �mz a 0 Z Z u- r 00 0— ■ Q Z Lo z Z O Z F- U a OV o W z Z w w J w CV r LAST PLOT DATE Apr. 3, 18 -i—& O Z STRUCTURAL J i DETAILS SIMPSON HGAM101<1 w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD .�.— BLOCKING FOR�-T FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CROSIBL SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL WI (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. OUT SEE STRUCTURAL NOTES - @ 24" O.C. NAILING SHEATHING DETAIL FOR \ OUTLOOKER OUTLOOKER AND NAILING SCHEDULE - 7@ 24" O.C. FOR SHEATHING DETAIL 45° t 24 MAX' TOP CORD BLOCKING 45•t 2X4 CONT"L" BRACE SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OUTLOOKER EDGES OF • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C. WEB LENGTH & NOTCH AT •. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING ATTACHED W/ 10d EA.END NAILS @ 6" O.C. EDGES GYPSUM Vb 4LL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE I IRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. I OTTOM 1/2"CDX PLYWOOD OR 7/16" • THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD — w/ @ EDGES AND 12" O C FIELD 2x4 " T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6' 0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOC < - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w! (7)1 Od NA LS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)114"x21/4" TITEN @ 4'-0" O/C ALIGNED WI -H O.C. MAX) w/ MIN. 4" GABLE WEB 2 STRAP MISSED VERTICAL SECTION '� EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) -SECTION 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 S ;ALE: N.T.S. S5 TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r `•' M ' CHORD BLOCKING N INFORMATION `O 1 1 I WOOD TRUSSES '° ;, ;o 2x4 RAT RUN BRACING i AT 24"O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d i� 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) ROA 3 OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE N AILS O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207, L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 NON - LOAD BEARI G LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS rE ADDITIONAL INFORMATION. SCALE: N.T.S. S � 2"x4" OUTLOOKER @ 24"- O.C. W! (2)10d PER JOINT TRI1,T10I PO :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1Odx3" O/C @ 2"x4" TOENAIL-)6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT ,.,.........,.,............,... ,...,. ..,...,. 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL I J SCALE: N.T.S. S5 GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 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/ (2) 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 nvro1 A 11 TM 1100 nrl A/N►le% AT LEAST TWO TRUSS SPACES SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END : SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD NAILS END TYP. TOP & BOTTOM ATTACHED W/ 2 16d TOENAILS TNT(2)16d SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM -�k2x4 T' ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. 15 `-MINIMUM (2)16d PER, DINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING `I----2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 2x4 OUTLOOKER �@ 10d NAILS @ 4" 24" O/C O.C. TYPICAL CORD BLOCKING FOR GABLE TRUSS WEB 7TOP FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL OF TRUSSES @ 5 SCALE: N.T.S. S5 MAX.EDGES OF SHEATHING TYP. 2x4 "T" BLOCKING "L" BRACE TO EXTEND AT LEAST 90% OF WEB 2x4 BLOCKING @ LENGTH (SEE TABLE) 48" O.C. -GABLE TRUSS "L" BRACE ATTACHED 16d NAIL -1/2"CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING TYPICAL xi;LH ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB O.C. FIELD SINGLE "L" BRACING DETAIL 6 -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH SCALE: N.T.S. S5 DIAPHRAGM 1 Odx3" @ 4" O/C BLOCKING @ 48"O/C SIMPSON SP2 w/ (12)10d GABLE TRUSS NAILS AT EACH STUD TRUSS VERTICAL SECTION 3 SECTION r4-"'� SCALE: N.T.S. SCALE: N.T.S.S15 -2x4 OUTLOOKER @ 24" O/C 77TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. I EDGES OF SHEATHING TYP. "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. E ES AND 12" O.C. FIELD JACK TRUSS 7z SEE PLAN FOR 2x4 BLOCKING W/ :. (2)12d TOENAILS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL FINISH SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU nl:�ARCHITECTURAL EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 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"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) VCONT. BEARING DBL. OP PLATE — \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-O" MEAN WALL HEIGHT UP TC 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN O z w a x (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �m� n For NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U) Ix w w¢ W0- Qco = N F- >co . w w o Z0 O w o O C X:cZa `� co O O Z '. w = m O -� ? r, ?~ z a W w z O w a; H of - wOwO� Q J W ca Z HZ LU 0 H =w~o == _Ow HH z <( E > ; o M cq Nu -0-0- 0P ft M r- ro g m•omm, _: _0 O u- W M 0 V C C ^ 11 a o0 W W (9 W O LLI ui w o ►- w►w-Q w�� w2Yz� z Wjg-¢0¢maU-V00'-j0 Q Q V �aoJz,� a°zm°O~�a cycn'r9ozo�oom z uj0 Z aow�N?Wzowulza. L ILL w gP two 00: o 0 oQ a Flu- i O 04 Z W 0 i— O z Q u) c O to 101- c ti QWQLo F--��_M Q }' Q 00 Z U F-- W W -j co co 00 C� 4o O O� O O N � c� ^` � N \W ' �/ Z Z O W fA� W O Vo�o Z 1=03a. ._ �� Q zW�a WF--� Q =m0 LLJ VZ�J M T7 �mzw �O 0—ZZ LL r- O� 00 g } W co)LDQ ■ " Q 7� Z 0 Z ~ U V a 0 _O m a z Z Z LLI WIT CV o LAST PLOT DATE >,r- Apr. 3, 18 a " -4•-0 O STRUCTURAL _I i DETAILS 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE ,(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. 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 ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL SHEATHING JOINT NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w ow 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RE W LAYER 1/8" THICK. '- = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t B R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE ')C @ 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 v N M 6x6 W1.4xW1.4 WWF OR FIBEF 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY 4 a:• METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) .8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT W a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 00 C? z 'T � \—STD. 90-HOOK (3) # 5 REBAR ON 3" CHAIR 4^ - (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2 _NAILS TO NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 2"x BOT. PLATE W/ (2) -10d @ 6" O.C. FLOOR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION rA SEE J/S 6 FOR ADDITIONAL INFORMATION. ; CALE: N.T.S. S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD A / 2nd FLOOR WALL 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. BAND JOIST NOTES:' USE *SIMPSON LTP4 w/ LTP4 & EXTEND (12) 8d x1 1/2" NAILS SHEATHING TO @ 24" O.C. BOTTOM OF RIM BOARD/BAND 1St FLOOR WALL JOIST FOR SHEAR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION rE @ WOOD 1ST FLR. SCAL :: N.T.S. S6 UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPAC :R BLOC :S CORNER TYPICAL 'IT" AND CO 3NER DETAILS rN SCALE: t .T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BR @ ACE 48 " O/C FOR THE 1 ST 2'-O" OF END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING 2NE FLOOR FRAMING - SEE SE( TION J/S6 ATI ACHED WALL SHEATHING TO 30TTOM PLATE/CHORD W/ 8d @ 4 ' 0/C, 2 ROWS STAGGERED FL( OR TRUSS SEE FRAMING PLAN WE :P SCREED INSALLED PER MANUF. SIN'SON HETA20 W/ (8)10dx1 1/2" NAI _S @ 24" O.C. INTO TRUSS BL( CKING & MIN. 4" EMBEDMENT IN F D BLOCK 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"= '-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER, MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL (FLOOR TRUSS) o SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 V-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE "X 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a: " G � 4 I� .e e a ` 111 i 11 11lil= '� < ' ' I rl 1=11 1 l l- III,; Ijlllil�lllilllllilllllillllli� #5 CONT. ON 311 C AIRW/3"MN. CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 16/3r OSB II 11 EXPOSUREII II I SHEATHING II II II II II D it PROVIDE II II BLOCKING AS I II REQUIRED PER SECTION X-X IF II — NOT FULL II HEIGHT SHEET C II II II II II II II II II II G FLOOR SYST (2)- 2x TOP PLATE BEYOND I -n;;: r-r —r;.I 15/32'OSB EXPOSURE 1II F I I II II II I SHEATHING w III II II II I cn III SOLID 2x III III C III I I II I I I III I I II II I BLOCKING @ ALL o C SHEATHING III III II II I EDGES(SEE III OPENING III II II I SECTION X- - - - - III III III II I II a U III C III II x II It III x E III III III III II II II I I I I I II I W 2x STUDS w Tl �r IIII II II IIII III II II II BEYOND. cn I I I I I I II IIII I I II i I SEE PLAN o IIII I I II IIII II II ii I 0 IIII I I II IIII II II II I 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 0 I ------------------------- -------------------------------- ' 4 FT. OI O I 2 / i i I Oi 1 , L---------------------------------------------- % 5 FT � 4 FT. O ' 5 FT.: 4 FT. O ------------------------------------------ 01 O 1 0 0 1 2 I 4 FT. ----- ------------------ 4 FT. O 4 FT. ROOF NAILING ZONE DIAGRAM SFF 4,0;;, N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) OA�FRiOR G ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a N ZONE 2: 8d RING SHANK NAILS @ 6- O.C. ON EDGE AND 6' O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4.O.C. ON EDGE AND 4' O.0 IN FIELD 0 Z (NOTE: IF 5/8' PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO Q SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD O Lu (TILE) OR 7/16" OSB MIN (SHINGLES) SPAN RATED 24116 w LL� Or y O rn SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH Q �H000) O (o m ­1 O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z W g LL STUD AND OR BLOCKING AT ALL EDGES. — crw�0 U- LL A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 3/8" "S" = NAIL 3/8" SPACING I S 3/4" I S 1/2" I � 1/2" O Sjj 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4' O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. 30 C WALL SHEATHING INSTALL. �S6 &NAILING SCHED. 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 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE W/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME rM WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH n a Q A a. A - III —III —III I I e .. 9 1IIIIIIIIIIIIIIII 'II.;IIII `— I III -1 (3) # 5 REBAR ON 3" CHAIR 4^ 11_8• W/3" MIN. CLEARANCE ALTERNATE FOOTING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF __yl TURNED VERTICAL W/ 7/16' OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2) 8d NAILS @ 3- O.C. STAGGERED SECTION X-X 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 (2) 1_07A30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8' STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. FINISH GRADE 00 W w 0 ZQ J = Qco _ i N Ww 0 W t V ;^ `v v p W Z N • ` I_• =uj mZQ O K + r Ts L.1 ^ HB_jZ FF-- p Q i, `; 1 \ v2;, [L 00 tZ' fA gin`` " ' d4k. 0 of �_� C, UZLJio W _O pQ Op Lu Lu uj p Lu F- F- Q Lo m MC Ln V Ci � Co d M `o u 8 rnrn V/ _ g a r., Q s U •N a U LLJ Qs� a M Ern 7W000 L00 a LU ow V) wow w�¢ w�_j xgYZrf Z Q V Q F- I- nm o(n oa M jaXJcZLLLL OcOwgOzomooca00 (n 0 Z ��a.a-8FnwwwvLL�¢ �¢�< Uj wLL.gwp�U�¢ oo¢ o O oQzga¢ ¢U- IE a O 04 Z LU 0 t- > (n O z 0 M O J � qq' LL Q W <ILo w a. M <U<� Z Wco W -� O N co °° O O 4 O O O o N `m i .- O e- N `W ' �/ Z Z w0 (A W O 0 �0 CL lu 00' V W F =m0Z OF=w Z J �M Zw�Zz O-1Mz r CD W • a ,--� Z In Z Z 0 Z U oV IL� m z Z Z J 0 WN o r LAST PLOT DATE • Apr. 3, 18 O STRUCTURAL — _I i DETAILS —MONO 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 r1/2" DRYWALL I DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 — TO SHT. SDW2-K1FOR CONN. DETAILS FOR CONN. DETAILS F\_1 X 4 FOR CONN. DETAILS 1 X 4 1 X 4 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1X8 P.T. TAPCONS STAGGERED STAGGERED @ 16" O.C. ti(g lx8 BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1/2�� DETAIL MASONRYTHROUGH8 DETAIL 1 x4 P.T. & 1 x8 P.T. lx.T. & 2x8 P.T. P.T." 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 - 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR — TO SHT. SDW2-K1 FOR CONN. DETAILS 2" EDGE DIST. TO SHT. SDW2-K1 FOR CONN. DETAILS CONN. DETAIL 10d @ 12" O.C. — 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 D=TAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. ss 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 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)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK -WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO lF SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END - ---_� LEAVE A CUT OUT IN O.S.B. ON T �- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL K SCALE: N.T.S. SS 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 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. SECTION A -A 8" 1/4" x 3 l/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 4' MAX. RAD. SECTION B-B 2'-0" O" EQUAL 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) LIF'LII- I sus '.;.:,:.:;• PROPER INSTALLATION MAX, 8" FILL SOLID BOTH CELLS 1. #5 REBj (NP.) STD. 90' HOOK (1 riL 71L P L ]/a Y/ t5^ NOTCH WEB AT FIRST 2 COURSI GAVAUI I T = tfU0 8 rUK 1 J I KAF =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4)1/4"x1 1/2"SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. SCREV S @ 16" O.C. MAX. OR IF MASONRY WALL L SE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK T CUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2,' SYP @ 24" O.C. ROOF S iEATHING ATTACHED PER NA' -ING SCHEDULE (5)12d NAILS 2X6 TC 2X4 PROVIDE 2x " PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY - MIN. OF START OF TRUSS COMPANY OR 2x4 ARCH #2 SYP @ 24" O.C. START OF ARC 4' MAX. RAD. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL 4'-0" MAX 12 SEE PLAN SIMPSON H2.5A W/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y:" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" ss (1) #5 BARS CONT. TOP WITH MIN. 3" COVER 6'-0" 6" MIN. LAP SPLICE NOTE: M SEE GLASS BLOCK INSTALLATION NOTES, SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1E pD G ° GRADE D. p . D - °. ° r �D \ D ` (_ 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS I -F.F. 71. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN F; YP.) rHE !S I IAIAPPCIOTAQI C IAIQTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + CFN�Ty PLYWOOD SHEATHING + + + + + BLOCKING AS + + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR ° SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" �,!sj e1=G cNF;:T 112 AND FOR SIMPSON HTT4 W/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" r Ir z O m U- O w I- U 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1 /4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. ' FILL is14 COURSES SOLID W/GROUT a: a FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ;« OVERRAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 5'-0" ° . .. ° D #5 BAR pA CENTERED W/ .D° IN TOP c _ D KNOCKOUT/ zv III i I -I ° CHAIR BLOCK MONO FOOTING I —III D SIZE AND REINF. PER PLAN AND SECTION DETAILS -1 -I _ o CLEAN FILL DIRT Z °. STANDARD c #5 BAR IN 90' HOOK N FILLED CELL • sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT Al EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. w U W- w Z Q w z o WL) m 0 Q Z 1 . m 6 Z < UJ _ ul ¢ l • Q W N T_ 9w I- z 0 2 �Q w 0 O�W F_I=- Q 0 C W cM N Y/ E.0 t O 0 L- 8 c U ° "N p S w Q_ 4 H u NC E M o .0 O a F LU Q V ~n� 0 vi w O F- -¢au-YuZ?- a _joix00- LL�oo'oz <0�a o ���QQ p� Q jZYw QZZov�OZ WOm �r_ mwma�a LL o o¢Z a oQ 0 �Qu- ilE O 04 Z w 0� >cl)0 F:M O Q�M1� u� �_j ti QwQLo � a � M 00 Z V I<— W w Jc:) CO N to `— N N N 4 O ' O O CD 0 O N' L L > 04 N ^` V`/ " ' �/ Z Z w0E—>_ W IwO — c� O a o Lu u Q z Lu Q �mOZ W �Z3.J ot III � �2ZIr o-ZZ (� �a w �ZZ Q � Z Fa0 z L) V IL� oo m Q z z J w qdl CN o r— LAST PLOT DATE Apr. 3, 18 z.j..i O STRUCTURAL _I iDETAILS-RETRO FIT FLOOR JOIST 1 3/4 x 11 s VL 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING D D 2x8 SYP 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING 8 SYP D 2x4 PT NOTCH INTO STRINGER H D 2x8 BLOCKING FOR STRAP 2x8 SYP x4 blocking L— 2x4 SYP BLOCKING SIMPSON MSTA21 w/ (16) 10d NAILS E / FOR STRAP FLAT STRAP NAILED TO RISER AND (SIMPSON MTS12 w/ THEN WRAPPED AROUND STUD - 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE PLAN VIEW 2x4 CUT ON BEVE<INU__, AT STRINGER CONTACT POINTS DOES NOT BEAR SCALE: ," = 1'-0" WALL SECTION VIEW 'D" SECTION VIEW "E" SCALE: " = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 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). 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6', 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: #" = 1'-0" SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" "A AMIRL NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x4 SYP BLOCK FOR STRAP (SIMPSON MTS" (14) 10d x 1 1/2" `2x8 SYP DRYWALL STOP MUST // NOl TOUCH STRINGERS iLUED 4ND NAILED TO STRINGER DRW >LL SPACING E SECTION VIEW _ SCALE: 2" = 1'-0" LYW BECK SYF D NF \MIlS GAF OCk C STRINGER MUST MA CONTACT WITH LAN 2x SYP CUT TO FIT BEARS IN WALL _---2x12 SYP BEARS IN WALL ----2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 CUT DOES NOT BEAR IN WALL GLUED TO 2x8 F - SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE �1 FULL CONTACT WITH LANDING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER -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/ 4" X 2 4' TAPCONS @MAX. 32" O.C. X 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FI )FAR STRINGERS BEARS IN WALL 2x12 SYP I IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 — 2x6 SYP _44 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER_-/���\ rSIDE) TO BOTTOM EDGE OF 2x12 t STRINGER TOP OF STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN. TO BOTTi OF NEWEL POST PER CONTRACT vl AFLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON a x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. SECTION VIEW "G" SCALE: 1" = 1'-0" L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" J I H1M LUIVJ I MUU I IVIV Ur. I HILJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) u PSON 10d x ECTI ON VIEW "H" SCALE: 1" = 1'-0" 0Za wow Ow 0 u00 ) 04 CD to M)iLIJ 2 Ce MZX < DZZ 0 oQ w Q ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • PC 8" PRECAST LINTELS = 3500 PSI • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • PC 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 PG = 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 ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L1360 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 EVALUTE 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 STRENGHT = 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 SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD 'SABLES For Gravity, Uplift &Lateral Loads 4^W-4cRIT! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 04 8F12-0B 8F16-0B 8F20-0B 04-0B 8F28 OB 8F3Z-0B 8F8-1B 8F12-1B 8F16-1B 8F20-IB 8F24-1B &28-IB BF32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 110394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1 13090 5365 17547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 12090 2549 13009 3470 1451 2622 4360 7168 4 6036 (19J 7181 19 8328 20 6,-6„ (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1 1729 2661 3898 5681 M67 44 6472 1 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 3 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 4 11'�" (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'�" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") P N.R NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'r4" (184") PRESSED N.R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") MffMESO NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRM N.R. NR NR NR NR NR NR NR 235 1 420 750 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") PRBTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4cAST-44srn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-0B 8RF18 OB -0B 6-0B Wi-IB 8RF10.1B 8RF14.1B 8RF18.1B 8RM-1B 8RF26-1B BRF30-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 16639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 B060 34 7917 19 931119 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 5048 7915 9479 IN93 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 58914 SAFE LATERAL LOADS FOR R" PRFCAST R PRFSTRFSSFD 11-1 TNTFLS C,w-44wm ,, "� SAFE LOAD PLF LENGTH TYPE 8U8 8F8 REINF 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-W" (64') PRECAST 411 411 734 5'-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") PRESTRESS® N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") R E4TRESSED 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 F- C^zT.CRer. SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 cmu* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 :49�227 < i 0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^ZT-*gcm SAFE LOAD - POUNDS PER LINEAR FOU TYPE LENGTH 8F8.1T 8F12-1T 8Fi61T 8F201T 8F241T 8F18 iT Sh321T 8F8-2T 8F12-ZT 8F16-2T 8F20-2T BF24-2T 8F28-ZT 892.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4,-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 1 3607 4265 4924 1016 1632 2290 2949 1 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( ) 3039 10) 3508 9 727 1166 1634 2102 2571 3039 3508 9'4' (112") PRECAST 591 680 113 15 147115 181� 5 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 1 11851 1458 ( 5 1732 1 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136') PRECAST 474 485 798 1 1034 15 1272 ( 5 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 11511 5 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 ( 4 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 (4 1052 14 1218 14 410 420 709 1050 1434 ; 1694 (81 1954 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 ( 3 976 14 1129 14 246 1 390 655 1 968 1324 ; 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 ( 3 909 13 1052 13 230 364 609 1 897 1224 ; 1562 14 1801 14 17'4- (208") PRESTRESSED 187 255 404 12 520 12 631 (2 754 12 872 12 192 303 500 732 993 1 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 i 446 1 546 ( 2 646 12 746 12 166 261 424 616 831 3 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 11 567 1 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 ( ) 545 1 629 1 137 221 354 508 681 1 86113 99113 24'-0" (288") PREStRESSED 124 175 267 10' 341 10 416 491 10 566 10 124 200 316 1 450 600 a 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4R4'r! SAFE LOAD - POUNDS PER LINEAR F00- T YpE LENGTH 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-IT 8RF22.11 8RF26.1T 8RF30.1T 8RF6.2T 8RFID-2T 8RF14-ZT W18-2T 8RF22-2T 8RF26.2T 0.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5,-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 317E 3815 4453 655 1262 1900 12538 317E 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 2442 i 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 (151 1W (5 1980 15 2322 16 395 1 589 1135 1514 1 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FO GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 O 0 LINTEL PLAN UNIT'1871- 1ST FLOOR PLAN 1/411 /4" = 1 '-0" POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE =o= uolo'r8F1'6-1B101T o0 0` o 0 8F16-1B/1T 8RF14-1B/0T O O 0_ - o= _ L - 8" PRECAST LINTEL W/ ((1� #5 HOR CONT o BAR & (2) COURSES OF $' K-0. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D - 1-1/2" CLEAR C.M.U. W o l" � , #5 REBAR AT oc F_ BOTTOM MIN. (1) wu-gg„ REQ'D ❑ ~ tO 16 GAUGE POWERS G i O' 3: STEEL BOXED �a 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. 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 Q J - C.M.U. 1- GROUT z = #5 REBAR AT BOTTOM 01 OF LINTEL CAVITY 0 0 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 I � QUANTITY OF #5 NOMINAL HEIGHT- REBAR AT TOP =w 0 U Of w W _Q J = 00 o N W d F" OoW Z ,�., . ow M ❑ LU C700 = m Z Q - Fn H J Z4 Q w } Z Q W LL LL0�� , ° 4 - of �. W LL 0 r; Z UL a> LU 0 D Q w _0� W F-FF-- Q c W -0 cq U N V -0 -a MO Z)�0 .- � < o • 0 8 t ua �N Q) V w Qv o E M 9 >` D� ❑ww �� W wW�-'0VYL 7 IrXW3zF- Jnw) Q rr -000 0 �VZ Q F-0v)9Z0R00m0Z C wO �a�wwWn¢0� � �p � U) O Z LL ¢�¢Ow<u)-2wz Ow �� w wc0i�aa.. ¢ Y ¢ z OU. Q ❑ 0 ❑¢u- O O N Z O FW- > (n O H M O CL Q W LO F d- fy) Q>-<00 Z �-- > W W J0 O co CD 00 N N 6 04 O O O c O O NL��o N ^, r- \W ' �/ Z Z wO W CO () 0 Z CU o ❑ 0 o a Lo (<� V z0wHQ WF- t� Q �-m0Z W ,.W/ L.L V�3w CL Z Z LL r �a�w O Q T-'I Z TQz O • Z ~ U OUa 0 co S11- LU z w W 1871 N r-- LAST PLOT DATE Ap14/319014B z 0 STRUCTURAL - -J I DETAILS 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)#SL(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-7 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'-7 PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-g" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5-4" 4'-T PRECAST (2) D4.5 WIRE 2 No. 3 1127 1 2013 2013 2000 2000 5'-1(Y 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-7 PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-7' 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 8'4Y' 6'-&" 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 1 853 853 759 843 101-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 398 1 727 727 582 718 i 1'-4" 10'-0' PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0' 101-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-7' PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 1 Y-4" 17-9. PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 i NV' 120 PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 IN-8" IN-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 164' 14'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 174' 16-0' PRESTRESSED (2) No.3 (2) 7/16strand + 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'-&" PRESTRESSED (2) No. 3 (2) 711and + 2) 256 256 188 262 No N.R. 21'-4" 20'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0' 20'-W PRESTRESSED (2) No.3 1 (2) 7/16 203 203 155 215 Noa5d+ N.R. (2) 7/16 stand + 24'4' 27-8" 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 LNTH/ r QUANTITY OF #5 BAR AT S-SOLD UNTEL LOWER UNTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH] J ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL 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 (1)#5L (1)#5U (0)#5L (1)#5U (i)#5L (2)#5U (1)#SL (1)#SIT DEfAIL'H' DETAIL']' DETAII'H' &'J' DETAIL'K' 7-10" 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' 74' 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 4'4r 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-7' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0' 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 914, 8'-T 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 111-4" 10'-0' PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0' 10'�" PRECAST 2 No.3 O 2 No.S 1439 1439 i 5 07 1439 11'-7' PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 12'-0' PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0' 174' PRECAST (2) No. 3 2 No. 5 1149 1149 1 760 1149 IX-8" 13'4' PRESTRESSED (2)No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 154' 14'-0' PRESTRESSED (2) No.3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 174' 16'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No.4 191-4" 18'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2) No. 5 20'-0' 18'$" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'4' 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 stand + 834 834 390 763 2 No.5 27-0' 20'4' PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.5 (2) 7116 stand + 24-0' 27-9' PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "I" DETAIL "K" TYPE DESIGNATION P - PLAIN LNTIV --I r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER UNTEL CAVITY [I8x16-P-1L/1IU] NOMINAL WDTHJ j ` w,., I' OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL 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 ##51) U (0) LL SOLID #5 (2) U (1) 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'-g" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 7-10" 2'-C PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 N-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 Nor 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-T V41 NAY' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'4r 64' 54r PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-8" 6'4' 61-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8' 4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN UNTEL/ r QUANTITY OF #5 BAR AT 5 - SOLID UNTEL I LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] J NOMINAL. WIDTH] NOMINAL HEGHT `QUANTITY OF #5 BAR UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (P .F) 8" X 12" COMPOSITE LINTEL 3 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACIT` CAPACITY CAPACITY CAPACITY (0)#SL (1)# U (1)#SL (1)#5IT (0)#5L (1)#5U(1)#5L (2)#5IT (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" i'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2) No. 3 9383 10000 10000 10000 4'-0' 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'4" 3'-7' 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 3088 2560 4091 3369 2723 4091 3369 2723 5-17' 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 2787 6'4" 5-7' PRECAST (2) D4.5 WIRE 2 No.4 2560 7-6" 6-7 PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0' 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 81-4" 7-0' PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 91-4" 8'-0' PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1114, 10'-0' PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0' 19-8" PRECAST (2) No. 3 2 No. 5 992 992 937 751 685 1035 978 17-6" 11'-2" PRECAST (2) No. 3 2 No. 5 937 IN-4" 12'-0' PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0' 17-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-g" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 154' 14'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 174' 16'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 191-4" 18'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No.5 29-M 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.5 2U-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 22'-0' 20'-&" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.5 (2) 7/16 strand + 24'-0' 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESI 3NATION P - PLAIN UNTEL/ C IANTITV OF #5 BAR AT $- SOLID UNTEL I WER UNTEL CAVITY [I8x1 I6-P-i L/ I U] NOMINAL WIDTH] J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY DETAIL "E" DETAIL 'IF" 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 G AVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY C/ 'ACHY CAPACITY CAPACITY (0)#5L (1)#5U (1)# L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'U DE 41L'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 10000 0000 10000 10000 3'4" 7-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 0000 10000 10000 4'-0' 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 0000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No.3 9313 0000 10000 10000 W-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 0000 10000 10000 544" N-9' PRECAST (2) D4.5 WIRE 2 No.3 6261 0000 8605 10000 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 5095 3995 7007 9811 6' 6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 Tom" 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 1 2384 1884 2371 11'4" 17-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0' 101-8" PRECAST (2) No. 3 2 No. 5 18"5 1895 1401 1895 12'4' 11'-7' PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 174' PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0' 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 1N-91 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1948 1948 1093 1591 (2) No. 4 154' 14'-0' PRESTRESSED (2) No.3 (2) 7/16strand + 1774 1774 996 1494 2 No.4 174' 164' PRESTRESSED (2) No. 3 (2) 7/16 stand + 1368 1368 771 1264 (2) No. 4 18'-0' PRESTRESSED (2) No. 3 (2) 7/16 stand + 1084 1084 615 1095 (2) No. 5 20'-0' 181-8" PRESTRESSED (2) No. 3 (2) 7116 stand + 1008 1008 573 1048 2 No. 21'-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 stand + 877 877 501 966 (2) No.5 22'-0' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 stand + 850 850 471 923 2 No.5 (2) 7/16 stand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 6TH EDITION (2017) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 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 (2017, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION (2017) 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 GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. !+ PER STRUCTURAL PLAN to 7/32" STIRRUPS AT 4'-0" cc coM (TIED OR WELDED) In In BOTTOM BARS iv SEE SCHEDULE MIN. 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 0 H 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. 00 PER STRUCTURAL PLAN 00 cn 7/32" STIRRUPS AT 4'-0' CC 00 M (TIED OR WELDED) BOTTOM BARS = SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION 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)#51. (1)#5U (0)#5L (1)#5U (1)#51. (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#SIT DETAIL'Q' DETAIL'O' &'P' 2'-10 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-7' 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 5'4" 4'-0' PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 614" 54' PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-7' PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-9' 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 914" 8'-U' PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-7' 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' 101-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 17-6" 11'-7' 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' 17-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 stand + 2413 2413 1338 1974 2 No.4 154' 14'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No. 4 174' 16'-0' PRESTRESSED (2) No. 3 (2) 7/16 stand + 1698 1698 944 1546 (2) No.4 191-4" 18'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2) No. 5 20'-0' 18'-8" PRESTRESSED 12) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1 167 2 No.S 22'-0' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 571S 1121 2 No.5 (2) 7116 stand + 27-9' PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNAT DN 1 P-PWN UNTEL/ QUANTITY OF MBAR AT '�1} a,7 �..• S-SOUD LINTEL I LOWER LINTEL AVTTY t [8x16-P-1 L/1 U] NOMINAL WIDTH J L QUANT ! OF #5 BAR AT •�+�•, •�-�•! NOMINAL HEIGHT UPPER 4Ta CAVITY DETAIL IT" DETAIL"M" DETAIL'IN" DETAIL "0" DETAIL IT" DETAIL"Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE / BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOUD #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL DETAIL'DH' &'DJ' SOLID #5(2)U )L DETAIL'D DETAIL'DH' DETAIL'DT 3' r 2'-4" z4r PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-W 7-6' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-W 3'4- 3'-0' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 51-F 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'$' 5'4- 5'-0' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 6-C 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 6-91 PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 ME - DETAIL "DH" DETAIL "D? DETAIL "DK" TYPE DESIGNATION P - PLAIN UNTE J r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER UNTEL CAVITY [8x1 &P-1 L/1IU] NOMINAL WIDTHJ IJ `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P-PWN LINTEL/ -I rQUANTITY OF #5 BAR AT S-SOUD UNTEL I I LOWER UNTEL CAVITY [I8x1 I6-P-1 L/1 U] NOMINAL WIDTHJ I L QUANTITY OF #5 BAR AT NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81Ix20'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL 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)U10)1 SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 74' 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4-0' 74' 2'-4" PRECAST (2) D4.5 WIRE 12) No. 3 6054 10000 8442 10000 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" S-9' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 100w 4'-8" 3'4" 3'-0' PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" W-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5'4" 5'-U' 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 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 LINTEL PLAN O O UNIT'1871' - 1ST FLOOR PLAN 1 /8" = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BARPDErAIL'DA: GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L 05 1 U 1 L SOLID #5(2)U(1)L DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 2'4' 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 2143 2143 1753 1753 4'-0' 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-7' 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" 4'4' PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-&' 64' 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 74' 6'-4" 64' PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 914" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 ..; Aj L J. DETAIL 'IDA" DETAIL "DB" DETAIL "DC' DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8L'x241' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE UNTEL 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'DO' DETAIL'DP' DETAIL'DU &'DP' DErAIL'DQ' 3'-8" 74' 2'-0' PRECAST (2) 04.5 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'-7' 7-10" 7-6" 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'$" 3' 4' 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 51-9" 4'-4" X-9' PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-g" 54' 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6'4' 6-0' PRECAST (2) 04.5 WIRE (2) No. 4 2693 4979 2069 4671 91-8" 8'4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 • , , TYPE DESIGNATION P _ RM L NTEL/ IBWRTITY W #5 BAR AT S SuLn LDrTM I LINER LbM CAVTrY [8x16-P-IL/IIU] O ,mNL YIBTHJJ ` "KITTY IF 15 BM AT -' NXNAL HEW UPPER LBM CAVITY • DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - PL#M UNTEL/ BIIANTITY OF #5 BAR AT S - SMM L.BLTEL I DYER L91TE1. CAVITY [8x16-P-IL/IU] 143111 L VIDTHJ LOWQITY w #5 BAR AT IQ.#IL maw UM LBRIEL CAM TYPE DESIGNATION P - PLAIN LINTEL/ �I QUANTITY OF #5 BAR AT 5-SOLID UNTEL I F LOWER UNTEL CAVITY [I8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type vmk l PLAIN am" SOLID 7-10" Precast 2082 9235 3'4' 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 11'4' Precast 132 1 651 12'-0" Precast 111 593 Precast 98 544 Precast 82 I 475 14'-0' Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0' Prestressed N.R. 167 21' 4" Prestressed N.R. 138 27-9' Prestressed N.R. 127 24'-0' Prestressed N.R. 100 N.R. = Not Recommended Tn ~ U w w w Q =1 2 LI- W = La N k It U O-L�~d' W Z U •� ,. i "a. CD 4 00 oo� Q-z 4�u �` p`y " •< Q♦-JZ ♦_ W H Z Q , 3�1 Lam] t { t ` �: /i, .0 lw IL ILL Z) 13 _ W ir- O w �` L' H W Z~ZO OQ w H 0 Tn H - w F=- Q 0 LO E W> W c 1 0 M TINT M J.Z 0 2 QOQ O LL g Q 7W L cO E ^ 5 rz,w LLJ Wr V w wF- ICJ Of zw Z -1 0 Ix U- 000 11. Q Q V f- QM :ao Zu-LL�Z2001-a¢ CYWHOZOwoomzz J0 Q Z -<MOWWWF-WLLOWOOft W OUJ H W 0 Q Q O O� 0 8 C) tLQ O �Qal O O N z O� > (q O 0E--(MO Q (n Or) L Q W << Lq M r QV000 Z W W JC:) J N to °° O O 6 6 N O 0 00 N > Z Z Z 2 w O W (/3 Lu O Uo o r� Q �Of_2 a r11 V ZIXF- Q =m0Z � ui Z > W }it2 T11 M Z W Z Z LL � O W 000a}w Q T� Z iz Z O Z U a 0U� O z Z S12-1871 v W o N T-- LAST PLOT DATE > Apr. 3, 18 Z O STRUCTURAL J I DETAILS LSIJMPS0Nn�ZYe March 20, 2018 Re: Wood Construction Connector Compilnca for 2015 International Codes & 2017 Floods Codes To Whom It May Concern Section 2303.5 of the 2D15 Intiml anal Building Code (I8C) and 2017 Florida Budding Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Esfab&shing Loads of Joist Harpers Previous verses of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanism Fastrmers in Woad. Both methods determine a connector's algvuaWe load as the Itrwe l; of the fofi0wuncg. 1 Lowry ultimate of twee tests (or average of 6) with a safety factor of 3 2 Average bad at 118-4nch collection 3 CalaYabona per American Wood Council National Design Specification for Wbod Construction (NDS) The primary changes In ASTM D7147 are requirements to measure properties of the tested matenals, such as Meet sbamgth. fastener strength, and wood speadic gravity. The tasted ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteris ILv Joint Harpers and Strode, Derrcea in October 2016 to baorporaie a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on to livallouating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes, As soar as the updated evatualon reports we eortpleted, we will apply for Florida Product Approval However, reevaluating a large number of products will take tire. While manufacturers work wink product certification agencies to updals their wood connector evaluation reports, we recommend tut building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept coda reports showing compliance to the 2012 and 2014 editions, respectively., until July 2018 The nfomrabon in this letter is valid until t3130/2018 when it will be re-evalusted by Simpson Strong -Tie. Please visit wwwstronatiecom for additional pertinent information If you have questions or need further assistance regarding this matter please contact the Simpson Strang -Tie Enginecrirng Department at aW 999 S099 Sincerely, SIMPSON STRONG -TIE COMPANY INC. A04 Keith Cullum. P.E., LEED AP dw SM Engineer Southeast U.S Branch pwi0ft simpson share r. Cumparq Inc. =I Ceustry lam tkr4raev. TX 79e39 Phone. 072i42-6726 Fu 972542413$ < USP Connect, s > < Simpson Connectors > USP Stock No. Florida Side* is Product Approvi No. Evaluation Report Basis (2018) Simpson Stoic No. Florida Statewide Product Approval No. Evaluation Report Basis (2018) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232-3 ESR3445 HU210-2 FL10856-4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD2163 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3446 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR3445 HU412 FL108%.9 ESR-2549 HD610 FL17232.4 ESR3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR3448 HCP2 FL10447.2 ESR-2551 HTA16 FL176W.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL173242 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244-8 ESR-3456 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM20DS02 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456A9 ESR-2613 HUS210 2 FL17232.6 ESR3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS2122 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR3445 HUS26 FL108%.11 ESR-2549 HUS28 FL17232.6 ESR3445 HUS28 F1.108%.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.1C ESR3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232-11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR3445 LUS28 FL10855.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244-16 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.16 ESR3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL172192 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTTI31 FL172192 ER-0200 LTTI31 FL11496.3 ER-130 LTW12 FL17244.8 ESR3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL172402 ESR3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR3455 A34 FL10446.3 ESR-2608 Ili FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MPS FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-W7 WMI416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR3455 MSTA12 FL10852-8 ESR-2105 MSTA15 FL17244.16 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL1724426 ESR3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-W5 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Repot MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35XIOU FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR3449 HDU2SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.2C ESR3444 CS16 FL10852.1 ESR-2105 RFUS FL6223-5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL172362 ESR3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2813 RT5 FL17236.3 ESR3448 H2.5 FL10456A1 ESR-2613 RT7 FL17236.3 ESR3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.3C ESR3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3456 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232-17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 LGT3SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 i As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below ifthey will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not kraw the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS _ a A. SWINGING ThermaTnu Firber-Classic and Smooth -Star (NON -IMPACT) FL.20461.1 +67.01-67.0 psf ThermaTru Firber-Classic and SmoothiSta (NON -IMPACT) FL20461.6 +67.0/-67.0 lost ThermaTru Firber-Classic and Smoo"tar (NON -IMPACT) FL20461,9 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.01-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberCiessic, Smoothstar, ClassicCratt, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doss Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WtndCode Doors W5 (SX7) FL15279.37 +30.0/32.0 psf Clopay Building Products Residential W1ndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopsy Building Products Residential WindCode Doors W8 (8)(7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) i 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 55M FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +400-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER ---- - I 3. PANEL WALL NIA - A. SIDING James Hardie Building Prod. Camplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 WA B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 WA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 WA Lomanco, Inc DA-4 Exathust Vent FL17202.1 WA --- E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032' Aluminum GulfLok 16" wide roof paw FL11651.2 R3 WA 5. SHUTTERS A. STORM PANELS Global Protection Products G,vvarimo r Steel Storm Panels FL15076.1 - FL15076.2 WA AN American Shutters & Glass Galvanized Steel Storm Parcels FL17869.1 WA 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS B. TRUSS PLATES C. ENGINEERED LUMBER D. MATERIAL USP Structural Conn. Simpson Strong -To ITW Building Components MiTek Industries, Inc. Weyerhaeuser Cast -Crete Corp. Commercial Concrete Products, Inc. Alpine Truss Plates Truss Plates Rim Board, LVL, PSL, LSL High Strength Concrete Lintels High Strength Concrete Lintels see chart see chart FL1999.1 - FL1999.4 FL2197.1 - FL2197.5 FL6527.1 - FL6527.5 FL158.1 FL1774 WA WA WA N/A N/A The products listed below did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. 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Number a IRsma kodud Dasorwoon Cav Quality Asuffance AOWIIYlJ1J Z Ou/slds NVNZ nalroved for Use 1� inNz 1Y4e/" pond PMtYIe A 1AUkK 20 &a gmLbmdlm 20 Ggdg Y EdihL.is JA2 Dal Qd1LBmdm no 198 26 Gs. C1raPBR Mn 26 GO Gu1RBR Rod Pond over ix4 woad fN/12R421 Yes +NIAI Sam limo[ an Not aamha s art Ift surer lmemarljlaams YaAmitdAL mmamd itimArl Sala Yaoiaa ltamtliuti8 Sre3lasL Fiminr,- A License Va4xldd Or Y9�1 Aibm;nm FBO Amamval Amm2rsA 2" Pwans aver 15MAquot; Plyvrom .151YPSF rm Ytrli9a jmniewm Rarer laimaeljloamt YIInMac Yellen AfLmlltl IaGAmrrl Amend aim rat Yams IlrafiYas 19 26 Go. GWIPBR Min 26 Ga. GuWM wer 15/32dquot: Plywood 04AM2024 Yes Yes WA +Wa Rob seldom IOC EvakvMon sate4s. LLC JsrMXPIrannw, PE. 0a71A2017 011201l 0?A02017 Apposed Review 2017 Vft)10 as tab aeww, ICC Evaasion awnwa, LLC Jame A. FAMmmn, P.E. 6122'2017 0520=7 0710:3=17 Miwaved Re -Sim 2017 Gulf Cuev Sup ply B Manuleawing. LLC Erg 0-id 0-.48 Kee, LOcwe Baden P.E 10J120017 iono 017 10n712017 12/122017 Approved -/54.7PSF Rovllon 20117 way"IMossi coagw. fsledraa Cmeonm M994-olin (e0 OD-1344 C V- 1; sagpYrd Gorrpawt MM 044476 (01" a39.1344 Category: Rooang f352) 454-0776 PE-75519 11341 3G'0-180C 20 26 Ga GutPBR Plan 26 Ga, GunPBR car la4 Wood Punins cam "IM024 No Vas WA -NIAI PAbwtBdiWn*Aw#m ft $Ubombow. Enowww Lwdw �eme a bcabomv: alter R000n9 into[AgudOastwppy.rnm 151326quW; Plywood -151.7PSF subeavow. P9bbeled LIel" COppneRa Wok Lwaalaaon wPaL tan a aamtgap Oeryllewwa Wick nwan11a01w Repot Calla alMt4eaw Canperwce aemad, EYilw short Repon hod a 21 28 Ga. GuaRlb Mt 26 GO, GUNRIb over Ik4 Wood Puans war 04/122024 15,1326qud: Plywood No Yes NIA -NIA/ E1rY11MI0e ' Prokwd Onkafte FJd+, Fluba R aghwerd ArNdtad or a Lecarsed FI omda Professional Entat4Nr 22 26 Ga. GuWRib Mh 26 Ga, Gumilb carer 1Sr32&qud; Plywood 04112*024 No Yea WA .164 2PSF •Nla B . :59.2PSF PLa11mt4t3Woda Jr 23 26 Gov. GutlRib him 26 Ga. Guf6iib overt SM11,quot, Plywood 044ZCO24 Ycs Yes WA -NIA/ SWANNUKJM Anmaetlmtims how arm.1592PSF Amelia low amp Ant P�lmtt� `A IMAM guldiki fJQ � 0udin Assurance Aoaavad td Use Aaaoved ter Use a9Qu3 pool 2L 26 Go, Gullft Wm 26 Go. GunRib war Ix4 Wood Pwvns orpr OVIZIN24 Yes Yes WIA -NIA/ 1 TJ Rica aged rardaaicamPadna Lwwba ar0eMm0 aMd 06f312M9 No Yn NY1 11M 5 YWlallaaama Rim aura Olraard .nerd Goad RAn Dowd 03ra12019 Ib Yn NA NM AEat 90 Ca4rad Ezalratlon Date j1H14ii 4alJdt.kAlli 9trrl0t L01am(I 151324iqua: Plywood . 164.2PSF SOW law.sad 1 0 0328quot. Attmaum 5V Corp Wm 0.032&W d 5 V Crartp Alummvn Roof Penal Ovi V2024 No Yes NA -NW 25 29 Ga. GuNRib Mn 29 Ga. GullRib bvOr 1z4 Wood Punins over 0411MT24 No Yes MIA +r:LA/ a r tvs;aquot_ My.,00d -105.5PSF 15132&qua, Plywood -•23.5PSF 2 0-032U", A►,mirl- Gull Lxk !An 0.03280iot Alunrhum Gist Lac 1e8quot W,ft (MM024 Root Pandover15r326qua PWv-nod No Yam NA +N1A1 -116.OPSF 26 29 lie. GuNRIb Min 29 Ge. GudRlo over 1SM&wd. Frywood 0411212024 No Yes WA •NIAI .146.0PSF Atf■Asiltlea 3 4 5 1&qud, 24ga Guff Snap 1&wow; 24ga Ver-Loc 1 aquae. VrlaLW.032Agad. Atumnum 19,pot. Gun Snap 24 Ga 17&gwY tiida Roof Panes GUiM024 war 15r32&quot Py01'- 1&quot V-La 24ge 16 5&qua: Woo Roof Parisi 04112R024 oat 15R2&gwL Pyw00d 1&fed. Vws%Lm min 032&quct: Alumnum cad CV1212024 Yes Yes Yea Yes Yes Year NA NA NA +N7A1-13l APS +N/a -13A5RW 'NW 27 26 29 Ga. GutlRib 29 Ga. GullRib loan 29 Ga GulrRib war 1x4 Wood Purans wer OW12f2024 7116&quol; 0.0.S. Nam 29 Ga. Guffftr r-7116&quot, O.S.E. OM12:'024 No Yes No 1'es N/A NIA +NIAI -101 OPSF -NIA/ -1160PSF 15r32&WW, Wyalood •101.OPSF 6 1.5&qua;14ga. Gull Snsp 1.5&Q m Gun Asp 24ga +G&quot. Wade Roof 04712/2024 Yes Yee NA +Nw Panel war 15r32&qu ol. Plirmood -116.OPSF Alai 15&qu0t. 24a. Versa Ux 1.5&gvm VeNaLM n r 24ya l0&guot. Mile Root 0WI212024 Yes Yes NA •NIA1 Pane, oar 15n24060: Prywood -1233PSF Code WrYOrc 2017 FLY. 11651 d 20ma 2400 Megola Mn 24 Go. 2&qud; k4ag i-oc la&Qua; ridc Roof 04M2/1024 No Yes NA +HAW Appication Type. ALL Pro" o rknsebna: ALL 9 24 Ga. Gwff Lek Panel ewer 151321q ot; Plywood Mtn 24 0m. GWf Lek 16&quol. Wide as 15/32&qucl. WU,2024 No Yes NA -1085PSF +N/a•ti6.7P5F Calsoay: ALL Application mate: ALL Suacalegory: ALL Comphence, Memod: ALL mood 0osllty Assurame 6dity, covered Spired: ALL Product todd, t&.1ba or Nana: ALL Dapafblarit Regulation Flaita d BUaalaes & PrDbNellal ,,,,watien Pegs 1 d 1 Florida DapfabTeflt d Blnalesa & Prdaesn0lal Reguaton cap 1 d 1 10 2l Ga. Gw lr Seam Mn24 Ga GWi 5fam la&rAid_ VBd. Rout Panty LWV,d024 l.A Wmd Pur4ns 151]2&qud, Ply 140 Yes NIA *N1At93.5PSF wOdewar DeudpWm ALL Approved far use sit NVN2. ALL Bn alp Cordes and 90eaTdarrh h6aD1a Bul ft Codes and Standrdt tarmfs 11 24 Ge, Gulf Seem wen wee nod Mtn 24 Beam, 1 3146qu d: Snap Loal. 04r12F2O24 No Vea NA +NA/ Appoed for use auMde alYa1Z: ALL Impact a: ALL 1, Moo 16aqud; s14tle RxM Pone: over t 5r52&quW. wywod -IOb.SPSF Design all Data Fran: ALL ors: Product Approval Apptietllorn 12 26 Gov 5V Comp ?tin 26 Oa -'J LYn1p RW Panty over 151328qu1 c. OIV12/2024 Yes Yes NA *NA/ Dice Tim. ALL Prodract Approeal Applcatlorn Oatal lid 13 14 28Ca WCrimp 25 Ga. 9J Comp Pyar000 ?ion 26 GO 5V Craw -I 552"ot Pywood 04MI2024 Ga. TV panel otter 1a4 WOW OV1212U24 No No Yes Yes NA NIA AM.31ar •1,14N1131.PBF FMM4M wt26 of -MIAI SF got gamlM" gm( Soot looks 20 are. QWJNNNM gat Is 26Ga Stuff Lek LMn2*Ga. GWI LOM I6&quol; W,da Rod Parer ewer CW12P.024 Yes Yea NA +Mw rm mum lArml indict&jmama Yamlmme and 60m !added Au amen rat MEMO jm ukdm halm AodmmAjmmla Ymmlmae a9 Aaoem OGAMmal Aamard lean /5/32&ua. Ply nnod 461,01"3F Rovlbn 2017 CAST4RETE Usk to Crew Partial MoviLDade 9000 Clilit Msmlamba000-VAL 1V14FJM7 10116RM7 112tMilY Approved ReaYMn 2017 CamrladocwwoPakpAsft R" aft TIUY N. HUYe1 Jahn ley M42017 i0fly 17 1021mi? 1NIMI? Approved 15 26Ga. GNIFLek Mn 26 Ga. GWI Lon 16&quol-. Wide ROW Pv,d over 0411212024 No Yet N/A +Wa-531PSF amosip: ago" canlpaao0a (913)cn-ml (7e8)81ti3699 �r ateob"coaponafa islpew3m OM (352 nowil11 17 26Ge GvIfPBR 15132&oUN: vrdod Min 26 Ga O:Wf PRR Rod P-4 �.r 15132&qua. Wi 7"2024 No Yes NA +N/a y: seociose Prokstal' Awdn a Peas of nwbCmeey: PM*wt laeodeded as RMA of Paa� abr�yMoo.4an plynwdd . rowr l Naar aw Tedear Cewpas wv Weak Disa slows Mick orLNaq 4iwpsna Wawk RLwaamtlOp Ryattonre 'AmAYct FulaR -' or a LMasad FfmW PateMawat Gap - ull gooLdmmem fidemamLon AeaendmaJlm ]melt; glue amazlmemdlrm Let EmOr:Awl:Llltt Srnmuk mdemgre In WAM ONWAL 0" blow Gawmt galmallamom Aaaendm lma AMMMI&Lffa Ymld MOM i Moh saslwge c4rwcwda u.hknel 4, 4, S. IN 12lrsh wide Belt 00/1112018 Yw Yn f4A nLM Lot livedwilModeLftwilmoriblim EMOMubemom IN NVHZ Oubift WAR Amrom p9 1 Glob Plsast 4r Commodol Conaft Pndwwds Pvowel and Pfunmewd Comae Lltl OQyMQW4 No Yn WA WA LanLSiAadt O O CO to N C- ,} r � O O L 2 O ICU -a a- .� U � Cn t6 (� O O Q O U- ICU O 11-0 U 0 ICU > .0-0 E ^+ Q C C V O CU -6-4 -0.0 Cn Q E Z V.j Z Q J SHEET N0. PA 1.3 WEATHER RESISITIVE BARRIER WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW wpoi FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PO WP04 E AM O WP07 WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O WP02 CEMT. FINISH FLASHING SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF 3/4"A" BEAD OF CONSTR. NEEDED IN CORNERS INSTALL SELF -ADHERED THROUGH SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)7 SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD t SECTION -A (SEE DETAIL WP02) O SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 12 SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED I WP101 NOT USED SELF -ADHERED FLASHING PATCH ,HERED FLASHING 1 2 4 5 WP08 WIP1 1 WP03 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED __TA RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground O'. Q Q SIN • a.. a .- ° �d n a. 21 ° e ed e. Foundation Wall .° d. ° 'd A' A FOUNDATION WEEP SCREED NOT USED WP06 Water Resistant Barrier Lath Sheathing Stucco WP09 WP12 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in theist of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster O FLASHING REQUIREMENTS C/) j O U R612.12 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows 2 L shall comply with Section R703.8. O Q O O CU -10 a. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and p� U breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier =3 0U CU shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be O "O 0 - applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 O - -L-- mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other 0 0 O LJ_ approved 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 O CU O > described in Section R703.1 -� N t� Exception: Omission of the water -resistive barrier is permitted in the following situations: -� (6 � Q 1. In detached accessory buildings. -� U) Q 2. Under exterior wall finish materials as permitted in R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 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. R703.15 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall assemblies are constructed above mass wall assemblies, flashing or other approved drainage system shall be installed as required by R703.8. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all U) CU ~- Q O Q O � o O LU Q z z Q SHEET N0. WP1 , 0 "s� b �. •