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DOOR JAMB (REFER 1X4 /2" DRYWALL DOOR JAMB (REFER 1x4 F1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 F 1/2" DRYWALL F P.T TO PRODUCT TO PRODUCT . APPROVAL FOR CONN. APPROVAL FOR CONN. tl X4 APPROVAL FOR CONN. Ig"! x4 3-1/4" LONG X 3/16"0 9 1 x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1 x8 P.T. Im FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH Iva 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N - APPROVAL FOR CONN. 1&x41Q"D1 1x4 1/2"DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 3 16" 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x3 -ON @ 16" -1/2" TAPC O.C. & 4" FROM EACH 1X4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. Z FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L L 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETA 2 1/4" DETAIL STAGGERED@ 12"O.C. 1_11A11 r)1=T,&II x BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A 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 N POLY -CELL IN THIS AREA SCRIBE (NOTCH) (4) 1 Od NAILS INTO 2 x 8 BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR--"-- ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 X 8 INTO ARCH BLKG. PER 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 SCALE: N.T.S. � �S 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-----' PER INSTALLATION DETAILS ANCHOR INTO ARCH BLKG. 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (111/4" 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 by :::q*---2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL BTWN. OSB ARCH FACES W/ (4) 10d NAILS THRU OSB INTO 2 x 8 ARCH DETAIL rK 13-13 SCALE: N.T.S. �S T-O" SECTION A -A 81' 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. H W/ (3) 1 Od NAILS FACE OF ARC AT EA. END \—PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8- PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC - MAX. RAD. EQUAL 4 MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK (I Z' Ml� ±,A NOTCH WEB AT FIRST 2 COLIPS[ 805#FORlSTRAP 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (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 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A W/ (110) 8d NAILS 12 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. • PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. 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 SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. . IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-101" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W W M AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6-10" LNN��a I * . GRADE 4> z a '�_�(2) #5 REBAR, MIN, 3" 16" MIN. COVER EA. WAY 7 Of SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-101" L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED >< Ix, ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4- R AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C.. 2 ROWS STAGGERED 90- HOOK 2x BAND JOIST W1 FACE NAIL 10d (TYP.) @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB IDL:71L F METAL SEAT PLATE NOTE: LAP SHEATHING TO 4% BOTTOM OF BAND 44 "— NOTCMNE13 0 FIRST COURSE SIMPSON HGAM10KTA @ 12" D.C. w/ (4) 1/4xl 1/2" SDS SCREWS :7 INTO BAND JOIST & (4) 1/4"x2 3/4" INTO K.O. BLOCK rHE TITEN S I M F-1 FILLED CELL INSTALLATION SCALE: N.T.S. H SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN --- ALUM DRIP EDGE BRG WALL TYPE 2x SUB FASCIA PER PLAN 2x2 #2 P.T. MIN, _7T FASTENED PER NOTE 2 BELOW. L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS 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" LONG T-NAILS @ 24" O.C. - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 CALE: 3/4" = V-0" FOR SOFFITS V-4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* .2)c Li4 + + + + + + + + + + 4! + TRUSS 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 2'-6" DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS i + REQUIRED TO + SUPPORT SOFFIT "L T VV' 4. CENTER SOFFIT PRECAST LINTEL 1% 11 %9' SEE E EVATION FOR OVER HANG (MAX 4' 0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" qF=F.RHFF:T n9 Ahin SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDw/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP : -t i -v z 0 Cn < 2 U_ 0 U.1 0 0 3: RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SES FILL 1 St 4 COUP SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" 'j I CONTACT ENGINEER OF RECORD FOR A FURTHER INSTRUCTIONS. 'A OVERHANA :'A L . RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR RECI'D. 11-011 51-011 SCALE: N.T.S. I I INISH FLOQ I 1% 1 _$v % > t> #5 BAR 10. �L J.— CENTERED W/ IN TOP t, KNOCKOUT/ CHAIR BLOCK % MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS FILL CLEAN t> DIRT P �_STANDARD t, 90' HOOK #5 BAR IN FILLED CELL I V 19 v REINF. PERLAN AND STEMWALL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL IN (2) #5X6 CONC. FILLED CELL �4- SAW CUT SECTION `11 �, SCALE: N.T.S. SCALE: N.T.S. L( 1) C14 UE Wk . ...... Ot % `�*Z - N S,�-- -0 OF OF 0 B % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W "t E flo- cD 8 * C-4 Co CLj C., 6o § s,-, 0 a 111 ;w z co * . U:3 F_ P� - ui a- 'N 0 U. D_ ID _130 U� 0 z 13 �H 0, - ill j W W 5 -M C-4 0 0 2 '.- Lo LL Z IL a '! Ci 2 04 Z - 7 < z W 0 ;;_1 2Z F:- 93 < V) CD 1 C1 Q) 4-- 0- �,_; - Lu 0 CA Lu —1 v) = . M J� Lu < r__ C�l co c13 cn __j z z 2i E go. zo E 8 1i tw z so No z 04 a: �1E (L ro 0 z tz co _j 81 w� a ow T r so j 2 oN 0 o 2 C) Lo C M L0 co _j C) C co Cn M 04 T Ln 11.0 0) L0 00 CO 04 E z E C) cr) 0 z 0- E 4� 0 0 1 0 9? '0 'D JOB NO: 21-4274 SCALE AS NOTED. SHEE-F NO. SS