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�11 �j 11,UIL. L -1-1 A A& t C71 2 0 0. �2 !2 0 :9 L0 r4') L0 _�i 0 in Lj LU 1x4 1/2" DRYWALL IX4 DOOR JAMB (REFER DOOR JAMB (REFER F-1x4 F1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1X4 F 1/2" DRYWALL TO PRODUCT P.T. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 414"' 4 tN. APPROVAL FOR C NN. '01 r_>�`Ix4 P.T. x4 E X 4 E FURRING 02X8 i..0 3-14' LONG X 3/1 3 E FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PERMANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16"x 3 -1/2" 1X4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N. 1/2" DRYWALL 1x4 1/7 DF 1x4 DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �j6" 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 11 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST). I T S FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 nv, n E:-r A I 1 1) 1 1All nC:TAII STAGGERED @ 12" O.C. -1- 1 /all nr:TA11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS[ cc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 5A 2 x 8 4 DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) X8 BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACEIBLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. �, �S INSTALL WDW. SCREW ANCHOR —I INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B1 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 114"MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 21-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO /4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od 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 ARCH DETAIL K 13-13 SCALE: N.T.S. K � �S 2'-0" SECTION A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 81' PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4- MIN. OF START OF ARCH START OF ARC EQUAL 4- MAX. RAD. MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. go, HOOK C . I M2 ±5A L \—NOTCH WEB AT FIRST 2 COURSI -1APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY 7WALL W/ USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILSO SIMPSON H2.5A W/ (10) 2X6 TO 2X4 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24- O.C. 001, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH . IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL"� kLE: 3/4" V-0" 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. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W i W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION I E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER—� SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER V-0" D_ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP Sk ::�j //I-F. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE _ '41-7 THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL 46 P, P. REINFORCING AS FOLLOWS: 1 1 116 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. : . . . . . . SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. is F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT G DE FURROW, MAINTAIN UNIFORM JOINT WIDTH. MIN. 6 LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C14 V REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. ___�GLASS BLOCK DETAIL (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16� MIN. (I -STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STO!r� WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. '�-�FILLED CELL PER FOUNDATION PLAN A YP.) THE S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) 0 1ftTD. 90- HOOK (TYP.) 10 FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I BRG WALL TYPE PER PLAN I 2x2 #2 P.T. MIN, _T FASTENED PER NOTE I 2 BELOW__L__�� CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS ALUM DRIP EDGE 2x SUB FASCIA ' CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) - WOOD w/ 0. 148"x 3 1/4" @ 16" 0. C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 % S F aOl CALE: 3/4" = 1'-0" FOR ALUMINUM SOFFITS 71-4- S REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* TRUSS ....... ....... 7 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL---/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-16" DOUBLE 2X4 SCAB FOR Z-16" TO 4'-O"O.H. 4 (2) 10d NAILS @ 8" O.C. /Y TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + ............. SUPPORT SOFFIT �RU DO /Y S' AS UBLE S SHOWN FOR O'� 2X4 SCAB FOR 2 -1 (2) Jd NAILS ( To TRUSS Tol PLYW( + + 0 OFFIT N ERS PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTE NSION rM SCALE: 3/4" V-0" � qFF qHPFT n9 ANT) SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - -v cc z >_ 0 M U_ 0 LU 0 3: < Cl) 5 @ FIRST COURSE H SS 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 1, FACE NAILS 10d @ TRUSS VERT. WEB E METAL SEAT PLATE NOTE: C LA LAP SHEATHING TO I[N BC BOTTOM OF BAND JOIST TYPICAL JO SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 St 4 CO URSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR I I I i.� �` *_ FURTHER INSTRUCTIONS.�' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1141 51-011 IN ISH FLOQ R 1 - I . -4- #5 BAR L L A CENTERED W/ 9(r K�.- IN TOP 9 - -------- KNOCKOUT/ ZN CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN L AND SECTION DETAILS CLEAN FILL DIRT . 'A STANDARD CD &.*. I i 90* HOOK #5 BAR IN FILLED CEL I V Vk v L 't h, '10 , L, L STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"X5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5X6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL In% UC-11 ILI ^^Li^ SAW CUT SECTION (--A SCALE: N.T.S. SCALE: N.T.S. C*4 -41 9— C= W r— C= _j 'In CC C= -cc C�4 r. 12 > E — > -Cc E = C, s \SE LD W flA FL .... ... 4�11' .� - 0- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda BuRding Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E C1, 1� Cb 4) 80 c, 0 :e--o M 1,0 0 0) 04 0 4 9 "! 1 .5 LL LL. 0. (2 - -d- Tu Z 'M q 11 0 .5.r i 4g ' �; 5 04 a r_ W 02 Z; ox W W I M 00 0 . Z "', Z < L a 04 < z W C30 C4 < 77 U, C1 0M 4-1 0 LU Ul cw U') ra E > 10 0 <C 0 C', co vl�- C`� ce E -.9 0 z �Q E 'z 0 L Co CL E - 20 W M 00 01 I w z < 0 �z w i . 0 10 z 'Ev 0, 2'. ;5 z z n 0 0 z 10 W 0 C"> W 0� 0 0§ 0 C) Lo 0 0) M co (0 < Cr ca U) L0 M: CY) (0 CO C14 r- CID LO 00 CV) LO E 72:1 CY) LO z E T_ E 0 0 'a M JOB NO 23-06110 SCALE AS NOTED SHEET NO. SS __j