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Plans 675 Sailfish Dr (vault) Design Criteria Exposure Multiplier Wind Zone 120 C 1.21 Occupancy Importance Factor 1.0 MWFRS Loads 1606.2A Multiplier 1606.2D Design Pressures (pst) End Zone Int: Zone Overhang Vertical Loads -33.2 -23.1 -46.5 Horizontal 27.6 110.3 O i n w = 2 LL O w — O J Q N � N \ \ E\�C S T I�1 S F D . /\ O S T�\ S T R\� T U\ E \ X I S�\T N G \\ F \d\. H O\\S S\T� U C\\T R\E\ z w \ \ \ \\ \\ \\ \\ \ \ \ \ i, m O (n D \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I C7 c9 =__=�_====r=te i / / / /' /" /" / /• /• /• I I • z z z I /" /" i '✓ / / /" /' /" /" /" /" /' i' IL 0 CO co U v P O¢�\\ U 0 0 O Qj O o P �� �O s O A' �Oti `� - / ' / &IX 48yX -WO COMPOSITE PANEL RcdOF _ fe 0 � O o co X �A, I: I'-O"X I'-O" MONOLITHIC FOOI"ING /" ----------------- � 4' 2-5/8" I 15' 0" ; 4' 0" ( 15' 0" r� Jr J Q C� G9 C7 DO 7V 1 ' = 48' I A- r .. V L Q \ \ G"X 48"X .030 COMPOSITE PANEL ROOF G"X 48"X .030 COMPOSITE PANEL ROOF � 10 N S "" ' . s, y.:Tx t�2x�� ,,• G"X48"X .OAO COMPOSITE PANEL ROOF \ fl L N \ 2X4 SMB BEAM x � w . . '.n :i i t �;d fir.;% }� .� ✓y'., ..w7.,� Z,z \ W V V \ n \ � �, �,i•�•- 3 P' _ \ / \ �I - \ 0 \ SCO IDEfy' SCO IDEM / 5 0 \\ 5 0 \\ / \� \ L Q \\ \\ \ / 5 0 \\ \\ X IDER/ s Q \ c0 2- 1/2" X 2- 1 /2" X 3/8" ANGLE X I \ (Y1 \ W/ (2) 3/8" BOLTS AN D \ v \ (2) 1/2" X 3" EMBEDMENT \ \ CONCRETE FASTENERS \ ..: \ 1'-0" I -0' BELOW GRADE F - — I 11 X I \ \ ----------------------- ---- ----------------- W/ 2 #5 REBA_R "TYPICAL"-TING 00 P ------- / II . \ \ \j l \ \ %- \ \ J \ \ �\ --- l3©G�`� 3 DD C� CRL3© �Q `zi DGS[ _ Lo \, \\ //\ \/� \�\ \��\�\ �\\ \� \ - ------------------------------------------ 0\ d 14"0" 4' 0" N O J J 0C�'O U'DO© 3 0©©DS�C�JLOD©G� nc 11 DESIGN PRESSURE FOR ALL Q Q DO WINDOWS t DOORS: +3G.3/-48.G END ZONE s LLI Q REF: PBC TABLE I GOG,25& 1 GOG.2D POR EXP. "C" MULTIPLIER J ALL GLASS TO HAVE STORM 5HUTTERS OR BE IMPACT RESISTANT Q REF: PBC 2413 0 _ Q O bq r OC 17Y 'T (� M cn OO "' I S; IL w o z U rr r` fi w LU 1- v z W U p Z z LLI O O 6 SHEET # 0 x� I OF 2 1N , COMPOSITE ROOF PANEL G" COMPOSITE PANEL ROOF RECEIVING CHANNEL WITH O O O O O O — 14 X 3/4" S.M.S. @ 10" O.C. O TOP AND BOTTOM. PROVIDE SIMPSON SPH4 EACH SIDE O O O O O O O � I OF OPENING TOP AND BOTTOM O I � - - o DOUBLE 2X4 TOP PLATE (SLOPES @ GABLE ENDS) O, 000 ODOD S O ° O O TOP BOTTOM PLATES OF WALL TO BE EXISTING MAsoNRiY 4-777 OR WOOD FRAMED' W STRAPPED TO STUDS W/ 51MP50N 7/1 G" 055 (OR PLYWOOD) FASTEN TO FASCIA WITH HOST STRUCTURE O � � 5PH4 STUD PLATE TIE OVER INFILTRATION [BARRIER '/"� x 2'fz" LAGS 12" ON PERIMETER WALL = J NAILED W/ BD NAILS @ (;" CENTER ALONG HEADER W — X --� ) O.C. ALONG EDGES ,AND 12" I DOUBLE 2X6 I Q n- O.C. IN FIELD. NOTE: FASCIA MUST BE 2" LO NOMINAL, 1" NOMINAL FASCIA W/ HANDED BOARD SIDING MAY BE AUGMENTED TO 2". N EXTERIOR - W #2- 2 X4 SYP STUDS I G O.C. COMPOSITE ROOF PANEL CONNIECTION TO HOST FASCIA o z W w 3' 0" — ~ ~ Q m O V) � , I EACH HEADER STUD AND 3/8" GALV LAG SCREW W/ 1-1/2" 2 EACH FULL LENGTH STUDS WASHER ® 10" O.C. W/ 1-1/2" EACH SIDE OF OPENING R- 1 3 FIBERGLA55 BATT INSULATION EMBEDMENT (TYPICAL) PT BEARING PLATE W/ --O ----------------------------------- 2X4 i 5/5"0 ANCHOR BOLTS @ I G" O.C. W/ Q 3" X 3" X I/8" WASHER 7" EMBEDMENT 0 O Q f AND 12" @ CORNERS Q (� 0 O Q 5/8" 0 ANCHOR BOLTS (MAX) 7" MINIMUM EMBEDMENT AND ----- ---------- ------ ----------- - ---- I - - 3'X / SQUARE WASHER PER EACH 24" O.C. MAX. I GXG 10/10 WELDED WIRE MESH AND. WITHIN 12" EACH SIDE OF EACH OPENING AND WITHIN 12" OR SYNTHETIC FIBERS CONIC, G" MINIMUM FROM LUMBER TO GRADE OF WALL END AND SIMPSON SP4 STRAP; @ 32" O.C. TOP COMPOSITE ROOF PANEL AND BOTTOM TYPICC,AL ON SIDE WALL , 20 GA, GALV STEEL U-CONNECTOR EACH STUD STUD WALL W/ W/ 4 EACH 10d NAILS DOUBLE TOP PLATE (TYPICAL TOP AND BOTTOM — GRADIS of STUD WALL) SECTION , ROOF PANEL FASTENING DETAIL#2 C 2 (COMPOSITE PANELS) 4 a a a a 4 4.< 2-#5 RE-BAR °a ,�� 4 a c a. 4 Q i .4. a a o - . ' a. 4 a L }-1/4" 0 THRU BOLT W/ 1-1/4" 0 WASHER I @ 10" O.C. (TYPICAL) - 3/8"0 BOLTS / REQ'D FOR 6" THICK ROOF PANELS C ------ apE)I © od Doow opo08oc� PtiiPO O © OewtiHo0 I (�u O O � � SCALE 3/411 = II 0" COMPOSITE PANEL ROOF O _---( ---------- --------------- - _ - ----- — _ - -------- — . -:::.w—. - fl 0 O - L 2" X 2" X 1/8" ANGLE W/ #14COMPOSITE PANEL ROOF DOUBLE 2X4 TOP PLATE (SLOPES GABLE ENDS) O SMS Ca 6" O.C, (TYPICAL) I PROVIDE DOUBLE SPH4 EACH SIDE ! NOTE: THE 2"X2"X1/8" CONTINUOUS ANGLE MAY OF OPENINGS TOP AND BOTTOM L 2X4 SMB �� BE ELIMINATED BY BOLTING THE COMPOSITE PANELS THRU THE SUPPORTING BEAM i � SECTION — V � 0 � � N 2X4 SMB 9 GOOF PANEL FASTENING DETAIL#2 C2 (2) I/2° BOLTS (COMPOSITE PANELS) � � � � O > s L DOUBLE 2X8 Q POST / COLUMN I i I I ' W Q O I EACH HEADER STUD AND N7 BEAM TO COLUMN CONNECTION C 3 2 EACH FULL LENGTH STUDS U 0\ Q 2 EACH SIDE OF OPENING j i — =a _ 2X4 SPF #2 STUDS @ 16" O.C. `n # O 2X4 ILL @ WINDOWSLL J —' 2X4 PT SYP #2 SOLE, PLATE I _ (TYPICAL) 5/8" 0 ANCHOR BOLTS (MAX) 7" MINIMUMI EMBEDMENT AND S Q HON BOLTS @ 24" O.0 (MAX) 7" MINIMUM 3"X3"XI/8" SQUARE WASHER PER EACH ® J i 5/8" 0 ANC _ 24" O.C. MAX. _ AND. WITHIN 12" EACH SIDE OF EACH OPENINCG AND WITHIN 12" I b Q I AND 3"X3"XI/8" SQUARE WASHER PER EACH i I I EMBEDMENT OF WALL END AND SIMPSON SP4 STRAPS @ 1 'Eb" O.C. TOP AND � BOTTOM TYPICAL AT LONGITUDINAL WALL Q p ZO I I 3" X 3" ALUMINUM COLUMNS - � ! � i ' L----------------------- --------------------------- TYPIC --- ----- a I- ILU TYPICAL -------------------------- --------- � APPEARANCE j j i 6063—T6 ANGLE I 2-i/2" X 2-1/2" X 3/8" ANGLE i __.__ __ __ _.... IN I — , r j W/ (2) 3J8" BOLTS AND i l '--------------- m VA (2) IJ2" X 3" EMBEDMENT I j '----------- --------------- ------ ------------------ -- I N W CONCRETE FASTENER ---------------- S I m W O W ry TYPICAL APPEARANCE 0 j 0 FACE OF SHEATHING j 6061—T6 ANGLE j a a 4, a s Qa Q a a 4 ,.a o L m (n 'a g Q _ 4 e 4 (D ! 0 4 a 4a ! o z i U _ a 4 °n 4 a Q o d a s a4 d a d °[l° n a a U W ~ W Z W � z (PLAN VIEW SECTION) I Qa ,I _ _ off 4 �7pao 0 pprD © od 7 and a O OUo pED [PlI t10 © 0 ' TWOOod z W O SCALE 3/4 r ---" (OR- LESS-, T aCAL-) SCALE 3/411 = 1 ' 0" O i SECTION C1 SIDE ELEVATION 3 X 3 POST BASE CONNECTION s -� - ( L SHEET # U OF Z