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t FL ORIDA WIND 0 VV R 0OM <br /> , � 2"x4"x.050" (FLAT) 2" STYROFOAM INSULATION OPTIONAL <br /> HEADER & SILL � � <br /> � I i <br /> i � <br /> i � <br /> // � // � (TYP.) SHEAR WALL <br /> � � (SEE DETAIL PAGE 4—B) <br /> 1 � <br /> 1 � <br /> 1 � <br /> 1 � <br /> � POST <br /> �SPACING <br /> I <br /> CLIP ATTACHMENT NOTES 2'X4'X.oSo" Posr � \ BASE PLATE CONNEC770N <br /> CAPRI CLIP: �B"/24" O.C. (MAX.) (SEE DETAIL BELOW) <br /> USE L 1"xl'x2'(MIN. w�ona)x.oso'EACH S/DE (SPACING PER SlDING <br /> OF POST W/(2) �f0 TEKS INTO EA. FACE MFR'S SPECS) RECElV7NG CHANNEL ATTACHMENT <br /> OR CASTLE CLIP: <br /> [ 1 1/2"x 2 1/8%3 1/8"x.050' W/(4) �10 (SEE PG. 4—D) <br /> 7EKS INTO BEAM (OR (2) 1/4'm TAPCON �10 SM.S <br /> INTO CONC. (2'MIN. EMBED.)) & (2) ,�f0 � 12' O.0 <br /> 7EKS INTO EA. SIDE OF COL. T dc B ���� <br /> OR IN7ERNAL CLIP: ' <br /> USE[ 3/4"xl 1/2" W/(2) 1/4'� TAPCONS SECURE COMPOSITE NEW OR EXISANG <br /> ROOF PANELS PER SUPPORT <br /> (2'MIN. EMBED.) dc (2) �y10 7FKS 7NRU DETAlL PG. 4—D � S7RUC7URE <br /> COL INTO EA. SIDE OF CLIP <br /> OR( USED AS TOP de BOTTOM P A ; MIN• S��PE � <br /> [ 1 1/2"x 2 1/8%3 1/8'x.050' W/�10 7EK 1/k•�• C RECElV1NG <br /> � 12' O.C. (6' O.C. WNEN METAL 7HICKNESS <br /> <.050) QB 1/4'� TAPCON (2'MIN. 3'S7RUCTURAL ALUM. ROOF SYSIFM <br /> EMBED.) �24' O.C. W/(2) 1/4'0 TAPCON <br /> �EACH COL. RECEIVING CHANNEL OR 2'x4" (fZAT) <br /> NOTF• SECURE END WALL (ATfACHMENT PER CLIP ATTACHMENT N07E'S) <br /> VERACAL TO HOST S7RUC7URE.• <br /> COLUMN ATfACNMENT AL7E'RNATE' FOR WO00 USE�10 SM.S �24" <br /> (TO TOP PLAIE/BEAM OR REC[ BASE) O.C. MAX. (2'MIN. EMBED.) & 2'x4'x.050'ALUM. POST <br /> USE (2) �)0 S.M.S (1"M/N. PENE7RA AON) FOR CONC. USE 1/4"m TAPCON � <br /> INTO SCREW BOSS 24 0.C. MAX. (2' MIN. £MBEO.) <br /> GENERAL NOTES SHEAR WALL 2'x4' OR RECEIVING CHANNEL (POST ATTACHMENT <br /> 1. 1/4'� CONC. A.B. INCLUDES: (SEE PG. 4—B) PER CUP ATTACHMENT N07ES) W/ 1/4 ID CONC. <br /> A. 1/4"� DRIVE NA/L ANCHOR (EQUAL T0.• W�J—lT}�DN1411). A.B. (2' MIN. EMBED.) �24' O.C. MAX. (2"AT <br /> CORNERS & NON—CONT. BOTTOM PLA7E) <br /> B. 1/4"0 TAPCON (EQUAL TO ELCO) <br /> C. 1/4'd A.B. (EQUAL TO KWIK—BOLT) �5 0 PSI (MIN.) CONCRE7F • •. <br /> OVER 6 MIL VISQUEEN �2 ', `,•••+•.':+•�..',:•' <br /> 2. (MIN.) (1) �5 CONT. REBAR � ' �' � <br /> 3. 7ERMl7F PROTECAON REQD � •'�•'� ••�• <br /> ORIG/NAL UNDlS7URBED GROUND PER f8C 2014, SECAON 1816 �8'� NEW 8'x8' MONO. PER/METER FOOANG W/ <br /> MIN. (1) �5 CONT. (TYP.) OVER 6 MIL. VISQUEEN <br /> RN/SH GRADE (SEE MONOUTFIIC FODANG DETAIL) <br /> 6x6-10/10 W.W.M. OR <br /> f7BERMESH CONCRE7F <br /> . , �a .. �, a Q GLASS RODM DETAIL <br /> � 12� � p �' �'• � ' 4'NOM. (NON—HABITABLE STRUCTURE) N. T.S. <br /> MIN. ' . ' � <br /> Z � . <br /> � � • •d . a ' <br /> � <br /> .. • , `° �-�s <br /> d ' O ' . . <br /> d <br /> �8" MIN.�I <br /> \ 1� DAVID NORRIS ENGINEERING <br /> MONOLI THIC 00 TER �� \ 112 COLEMAN RD. <br /> WINTER HAVEN, FL 33880 <br /> N. T.S. (863) 299—f048 P.E. 32186 Pg. 4—A <br /> C.A. 8283 <br />� <br />