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3 <br />v <br />J <br />.21 <br />rn <br />5 <br />-0 <br />v <br />0 <br />0 <br />LD <br />t <br />j <br />Q <br />r <br />0 <br />Cn <br />0 <br />CID <br />M <br />0 <br />J <br />0 <br />LO <br />I <br />0 <br />i <br />0 <br />Q <br />0 <br />i <br />0 <br />CL <br />Cn <br />E <br />0 <br />S <br />0 <br />i <br />t7 <br />0 <br />i <br />0 <br />0- <br />i <br />d <br />C <br />0 <br />v <br />It <br />CR <br />0 <br />0 <br />f2 <br />0 <br />V) <br />a <br />m <br />v <br />N <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />2 x 8 45' DIAGONAL <br />BRACES) <br />BUILT UP PLWD. BUCK <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH <br />CONNECT W/ 8d NAILS <br />INSTALL WDW. SCREW ANCHOR <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG, BRACE BT <br />VERT. BRACES WHEN I OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - — <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW----' <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER —1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1x4 1/2" DRYWALL <br />TO PRODUCT <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />3-1/4" LONG X 3/16"0 <br />1x4 P.T. <br />FURRING <br />3/16" 0 X 3" LONG FURRING <br />TAPCONS <br />2 ROWS 3/16" x 3-1 /2" <br />( ) <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />1x8 P.T. <br />O.C. 2-ROWS INTO <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1/2" DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />�� <br />3 DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />3/16" x 3 -1/2" <br />1x4 P.T. <br />DOOR JAMB (REFER <br />TAPCON @ 16" <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/MIN <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. wl 2 ROWS 3/16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16 x 3-1/2 <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />1x4 <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRIN( <br />4" FROM EACH END w/ 2x8 P.T. <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />2x DETAIL <br />2 1/4" DETAIL <br />STAGGERED@12"o.c. <br />3-1/4" DETAIL <br />BUILDOUT ct OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />SS <br />1/4" MAX <br />2'-0" <br />II SOLID BLKG. AT TOP BTWN. <br />u ARCH BLKG. & BUCK <br />SECTION <br />A -A <br />8" <br />8d NAILS AT 8" O.C. AT BUCK <br />(4)10d NAILS INTO \ — <br />7/16" OSB 2 x 8 BRACE/ BLKG. <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />(4) 10d NAILS INTO 2 x 8 <br />BRACE/ BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU - <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL J <br />SCALE: N.T.S. SS <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO K.) <br />2'-0" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. ENDX <br />LEAVE A CUT OUT IN O.S.B. ON T <br />------------ <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />I\ 7/16" OSB ARCH PANEL <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />B_B ARCH DETAIL K <br />SCALE: N.T.S. SS <br />1/4" x 3 1/4" TAPCONS <br />--LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />—2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 11 NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8" <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK-(1) WITHIN 4" <br />MIN, OF START OF <br />ARCH <br />START OF ARC <br />EQUAL 4' MAX. I <br />PROPER INSTALLATION MAX. $ <br />FILL SOLID <br />BOTH CELLS <br />#5 REB <br />(TYi <br />STD. 90' <br />HOOK (l <br />a77 <br />// <br />I/, <br />±5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS <br />SIMPSON <br />2X6 TO 2X4 <br />H2.5A w/ (10) <br />8d NAILS <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />HIP. <br />DESIGNED ONLY FOR THE <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <br />I <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />REMAIN FREE OF MORTAR. <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION 160 <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />JACK TRUSS PROVIDED BY--/ <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />4'4' MAX SEE PLAN <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />r. <br />`— FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />#5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" <br />�R ` ` ' O.C., 2 ROWS STAGGERED <br />6" O.C. EDGES AND 12" O.C. FIELD <br />40110 <br />STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d <br />` -� @ TOP & BTTM CHORD, AND (8) <br />yp,) FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />Ali <br />JOIST TYPICAL <br />+2 NOTC F� @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. <br />` w/ (4) 1/4x1 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />THE TITEN INTO K.O. BLOCK <br />:S <br />4111 <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />nrr kln A Mr n\af <br />BRG WALL TYPE ' <br />PER PLAN <br />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS I <br />ALUM DRIP EDGE <br />2x SUB FASCIA <br />�- CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. (**) <br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />CMU w/ 3/16"x3" TITEN2 @ 16" O.C. <br />WOOD w/ 0.148"x 3 1/4" @ 16" O.C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />j <br />STRUCTURAL SOFFIT <br />SFO 71'-4" <br />SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS <br />REV. 03.26.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />/ <br />/ <br />MID BLOCKING NOT REQUIRED <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />BLOCKING PER R704.2.1 <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." <br />/ <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />COVER 6'-0" <br />p' p <br />C <br />=1 I=1 11-1 I I <br />I—ITI-1 I f—T— <br />—III—III- <br />GRADE <br />Cl)Np <br />z_ <br />T p <br />A' <br />° <br />° (2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />�X <br />+ �' <FNGTy <br />+ + <br />+ + <br />+ + <br />"44 <br />+ + <br />+ <br />TRUSS <br />2X4 SYP EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />* DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. <br />(2)10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />/ + REQUIRED TO <br />* SUPPORT SOFFIT <br />JCENTER SOFFITPRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION rM <br />SCALE: 3/4" = V-0" SS <br />RFF gHFFT Ili Ai <br />SIMPSON HTT4 w/ (18) 1 Od x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT F <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE:2 - <br />z <br />O <br />co <br />U_ <br />o <br />w <br />H <br />q7 <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />a <br />a <br />FOR OVERHANGS BETWEEN OVER 1 1/2" ° <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN .� <br />° <br />n�. <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />1'-0" 5'-0" <br />INISH <br />° <br />�6 Y Ali <br />#5 BAR xx <br />�. o• n I? 4 <br />p. 10 ° d ° CENTERED W/ <br />o • . ° • . �a 9 IN TOP o <br />KNOCKOUT/ <br />�• 'e °a CHAIR BLOCK <br />- ---� <br />MONO FOOTING D <br />I � • <br />.a <br />SIZE AND REINF. PER PLAN>e <br />AND SECTION DETAILS - <br />CLEAN FILL <br />DIRT �' z <br />A. °ffTANDARD o0 HOOK iv <br />#5 BAR IN __• <br />FILLED CELL[, <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />JTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />]INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6' EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />rm uc..r_i ui nns�n <br />SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />fit <br />go <br />a <br />t�� <br />o <br />- () <br />FL a <br />L <br />EQS S 101 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />LO <br />W <br />a <br />ti <br />a E <br />0 06 N� <br />V <br />N J <br />J LL <br />. 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