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t7l U I j 20 Cl 11.0 ci E X CL -2 a_ C*4 ;:z- C-4 00 1x4 1/2" DRYWALL DOOR JAMB (REFER F-1 X4 1/2" DRYWALL DOOR JAMB (REFER 1 x4 F 1/2" DRYWALL MAX. 8" UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT F TO PRODUCT PROPER INSTALLATION DO NOT DO THIS. 2"x BOT, PLATE W/ (2) 10d @ 6" O.C.. Tt-1 DDr)r)H(T APPPOVAI FOR CONN ATTACHED WALL SHEATHING TO APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 x4 P.T. I I I I [ FURRING 3/16"0 X 3" LONG E FURRING 110 (2) ROWS 3/16" x 3�1/2" 3-1/4" LONG X 3/16 14 FURRING TAPCONS V. 71 TAPCON @ 16" O.C. &,"4 2X8 IkI y 1,2 TAPCON. INTO STAGGERED @ 16" P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 1 11DETAIL MASONRYTHROUGH 2" EDGE DIST. ATTACH 1 x4 P.T. & 1 x8 P.T. 1-1/211 DETAIL— 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1X4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL TO PRODUCT TA 0 P C ' CO EACH END W/ MIN E 4 N N DOOR JAMB (REFER NJ 1x4 il/2",DF 2 EDGE N.: 316 TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. END w/ MIN. 2" EDGE DIST zzzzz, & rzzz I R ' L 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ., . 2 T MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 x P.T. AS REQ'D 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0-c. 3-1/411 DETAIL #5 REB (TYP.) STD. 90 FILL SOLID HOOK (I BOTH CELLS 2 MAN NOTCH WEB AT ±5 A FIRST 2 COURS #5 REBAR k I T r,) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" AR 041, -. -, / O.C., 2 ROWS STAGGERED 41% 6" O.C. EDGES AND 12" O.C. FIELD 4 14 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od A @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO B TTOM OF BAND L B E 0 A 0 1 I #4 JO JOIST TYPICAL 4% SIMPSON HGAM10KTA @ 12" O.C. FIRST COURSE w/ (4) 1/4xl 1/2" SDS SCREWS 1 41*1 INTO BAND JOIST & (4) 1/4"x2 3/4" T11 THE TITEN INTO K.O. BLOCK 4%* ES ER SIZE DOOR -WINDOW ROUGH OPE BUILDOUT �'dv` OV NINGSK`CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. � �s SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.- 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP FILL 1 st 4 COURSES W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. = 1610 # FOR 2 STRAPS SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 8-1 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 01 SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS 1/2" DRYWALL IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 114" TITEN = 2150 #) 2x SUB FASCIA 'A,: 2 x 8 45' DIAGONAL (4) 10d NAILS INTO —,LEAVE A CUTOUT IN O.S.B. ONTHE INTO ALUM DRIP EDGE INSIDE TO ALLOW FOR INSULATION B KG L BRACE(S) 2 x 8 BRACE/ BLKG. TO BE INSTALLED 7/16" OSI3 BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR i0LE IN 13 FOR CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK _CELL INO�H AREA 2 x 8 45 DtAGONAL BRACE AT EA. ARCH PANEL S S POLY -CELL IN THIS AREA PER PLAN 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. A SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS 1 AA m &It Q 1pdTr) 1z BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA, @ 24". O.C. OVERHANG—'.'. 4 CONNECT W1 8d NAILS BRACE/ BLKG. \\\-2 N.T.S. NOTE 2 BELOW . .... . L co NT VENTED OR SOLID SOFFIT 72x I L x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR]y ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT2x4NAILEDTO BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE w/ 3-12d NAILS, TYP. FOR OVERHANGS BETWEEN 3/4" TO 11/2" INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH -1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD 1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL . ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4'MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11-011 51-011 SCALE: N.T.S. Ss 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY - CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND Ai-IFINISH FLOQ R 2x6 #2 SYP @ 24" O.C. PATTERN 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B EMBEDMENT INT��K. PER NAILING SCHEDULE LL #5BAR /4" MAX 2-4- 8" STRUCTURAL SOFFIT CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMP ON 2X6 TO 2X4 H2.5A w/ (10) SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �IITH SPANS I HWK� IN TOP r- �- KNOCKOUT/ N 1 X 4 FURRING BLKG. & BUCK 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER CHAIR BLOCK THE SOFFIT FL PA INSTALLATION CRITERIA 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTAL LATION DETAILS.* MONO FOOTING _zj_� PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) -------- INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED 00, 0 TRUSS AS SHOWN FOR O.H. UP TO Z-16" 4' -0" MAX SEE PLAN DOUBLE 2x4 SCAB FOR Z-16" TO 4'-0" O.H. 9STANDARD r HOOK BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + 4 (2) 10d NAILS @ 8" O.C. + 7'/Y #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + TO TRUSS TOP CHORD FILLED CELL L 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4'MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .1L LL , IIII; , lit- 1'. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + + PLYWOOD SHEATHING Sk- INSTALL WDW, SCREW---�'� THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + STEMWALL FOOTING SIZE AND ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK HIP. SECTION @ ENTRY DESIGNED ONLY FOR THE + BLOCKING AS + TRUSS REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING B-B SCALE: N.T.S. INSTALLATION OF SHINGLE - 1. SCALE: 3/4" -011 1\ + + + SUPPORT SOFFIT SECTION DETAILS �S AND METAL ROOF FINISH �S SCALE: 3/4" = V-0" 2X4 SYP EACH TRUSS NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER %L tENTER SOOIT DRILL 3/4"x5" MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL EPDXY CAP TO PREVENT LEAKAGE 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 PRECAST LINTEL % —SEE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL ELEVATION MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER FOR OVER HANG BLOCK COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 Wi HE E THIS CONDITION (MAX. 4'-0") rM #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID SECTION @ ROOF EXTENSION z 0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SCALE: 3/4" = V-0" �S a) FILL CELL FULL HEIGHT W/ 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 U_ LU NON SHRINK GROUT. 0 SEE SHEET D2 AND LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE J Uj THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR Cn I REINFORCING AS FOLLOWS: SEALANT 1/2" NAILS TO STUDS & (1) - MORE INFO ROD INTO PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. kP 5/8" DIA. ALL THREAD #5x6'EMBEDDED PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIEDw/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 3" MIN. EDGE DISTANCE 0 FILLED CELL C14 DRILL 3/4"x5" MIN. HOLE SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 I� z REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <SEALANT z -4 C SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE I--," SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL BEFORE MORTAR TAKES FINAL SET. (REMOVE % N-1 (2) #5 REBAR. (1-STORY) #5 REBAR. SECTION TOOL JOINTS SMOOTH AND CONCAVE, 16" MIN. (1-STORY) (3) (2-STORY) 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 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN OF SCALE: N.T.S. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SECTION AT DEEP MONO FOUNDATION J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING "0 K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. MSTAM STRAP SCALE: N.T.S. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-101" C-i Go C%A C2 C:3 ra- C cc W Co CP co cii- CA cc 0 "Me 11%, CL VVIV V. C* C < Ul W 0- N C-1 F To the best of the Engineers knowledge, information and belief, the structural plans and specificallions 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 E 4 8 -,58 5 Cis OF 0 C.0 (A 1r.0- rz. 04 C) u. LL z 0 j 1 ICE ,5,Fu - 0 0 2 t, x W (n T 0 z z ce) IL LL 04 < 0 0 0 (5 U z 0 Ch W 0 V) 0 .8 al (L) 40 u-3 (10 LU ) G 0 V) V) (n YZ C0 Cn < —j E E M t-- 10 00, . M 00 00 C), E C141 CO C 0. O� Z, T. 2 X > 0 r-- >1 ca =3 C) CU U) LO 0 it cc 0 c) r�- C:) CJ 0 CD 0) LO CN 00 04 E A-V cle) 04 0 z z E E CL 0 0 JOB NO: 22-09405 SCALE : - AS NOTED_ SHEET NO. SS