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09-74-013U y •Vy•• Ui•VU U• y U V y y V Y•uV u • • • Y 4YVyY 000 U : y • V 4 660 • • U y V V V • i i • y 4 • y V U i V Eusebio M. Mora 4 • • • 'ArcN"tect Fla. Lic. # AR0011732 4 y SECTION1-1 1 � 4 TO CMUATTACHEDTO WALLTW�/ 5�1/4" ?-TAPCONS (1- 1/2" EMBEDMENT) FOR INSTALLATION FOLLOW MANUF- INSTRUCTIONS NOA 03-032-1.14 SIMILAR OTHER END Ij. ELE: _ +'B'-&" TOP OF TIE BEAM CONT. 2" x 4" WD. HOR BRAGING * TOP 4 DOT. W/ 2-16d NAILS * PANEL POINTS NEW "USP" HCPL HURR. ANCHOR (20 GA) GALV. W/ (8)-8d NAILS TOTAL. ONE ON EACH SIDE. CONT. 2" x 4" WD. LAT. BRACING * TOP 4 DOT. CHORDS OF TRUSS SEE ROOF FRAM. 147, y 2" x 4" WD_ GROOSBRAGING is 1/3 POINTS I I fi WOOD ROOF TRUSSES o 24" O.C. ENGINEERED BY TRUSS MANUF. I R-30 BATT OR BLOWN INSULATION I I 1/2" DRYWALL ON 111X 4" WD. OR METAL FURRING STRIPS AT 16" O.G. TYP. I I"X4" P.T. CONT. FIRE STOP, 6" CONC. BLOCK WALL. TYP. W/ "DURAWALL" I HORIZONTAL TRUSS TYPE REINFORCEMENT © EVERY OTHER COURSE. I I I I 1/2" DRYWALL TAPED ON VX 2" P.T. I I I I I 1 WD. FURRING AT 16" O.0 TYP. 1 I R-5 BATT OR BLOWN INSULATION 1 I 4" HT. WD. BASE TYP. 1 I 1/2" EXPANSION JOINT 1 I 4" CONC. SLAB W/6"X6" 010/10 I II W.W.M. ON .04 MILL VISQUEEN I� ON S5% COMPACTED FILL 1 I 1 ELE:=- 0'- 0" II II FIN. FL._ GONG. SLAB x x x l II TYPICAL WALL SECTION 3/4n AT OABL.E END CONDITION "USP" RT12 (14 GA) GALV. RAFTER TIE W/ (8)- 8d NAIL5 STANDING SEAM MTL. ROOFING ON "DENSEDECK" ON 300 FELT ON 5/0" "CDX" EXTERIOR GRADE PLYWOOD SHEATHING (TYP-) NAILED W/ Sd NAILS 4" O.C. * PERIMETER 4 6" * INTERIOR PANELS • 3" x 3" (26 GA.) GALV. MTL. DRIP NAILED 4" O.G. -1" x 2" PT. WOOD STRIP J" x 8" PT. WD FASCIA SAND 4 PAINTED STUCCO ON GALV. MTL. RIB LATH ON 5/5" "CDX" EXT. PLYWD. SHEATHING NAILED 4" O.C. W/8d NAILS_ 8"X12" CONC. TIE BEAM W/(4) 05 CONT. 4 ADDITIONAL (1) * 5 TOP 4 DOT. BENT g0 is CORNERS 30" LONG EA. WAY W/ W 3 TIES * 48" O.G. NEW STUCCO, LIGHT SAND TEXTURE TO MATCH EXISTING FINISH. TYPICAL THROUGHOUT. — GRADE W - Q 12" X 20" CONC. FOOTING W/ N 2-05 CONT. 4 ca 1x8 P.T. CONT. FILLER VARIES 2x8 P.T. CONT. L3=DOER ATTACHED TO GONG. CAP W/ 5/8" 7 HILTI KWIK BOLT II * 24" O_G_ TYP. EACH SIDE 8"x8" MIN_ RAKED CONC. CAP RE INF. W/ 2 05 CONT. WALL REINF. CONT. TO RAKED CAP SEE PLAN FOR SIZE 4 SPACING NEW B" X 12" TIE BEAM CONTRACTOR TO VERIFY 4 MATCH EXIST. ROOF SLOPE STANDING SEAM MTL. ROOFING ON "DENSEDECK" 12 ON 300 FELT ON 5/8" "CDX" EXTERIOR 3 GRADE PLYWOOD SHEATHING (TYP.) NAILED W/ Sd NAILS 4" O.C. * ` PERIMETER 4 6" * INTERIOR PANELS NVRT-3(o NU-VUE STRAP ATTACHED TO - -- _ TRUSS W/ i-trod NAILS 4 TO CMU WALL W/ 5-1/4" t TAPCONS (1- 1/2" i EMBEDMENT) ADD 4-16d NAILS TO rL ELE: = * ��� \ BLOCKING FOR INSTALLATION FOLLOW TOP OF TIE BEAM NEW WD. ROOF TRUSSES / �� MANUF. INSTRUCTIONS NOA 03-032-1.14 EXIST FLAT ROOF WD. JOISTS / �/ TO REMAIN 1 NEW 2"xl2" BLOCKING WOOD ROOF TRUSSES * 24" O.G. ( ' I ENGINEERED BY TRUSS MANUF. — I 1" x 2" PT. WOOD STRIP EXIST R-IS BATT INSULATION 2 "x 5" WOOD FASCIA EXIST. 2" X 12" WD. ROOF JOIST \ ' EXIST. 1/2" DRYWALL r L I 2' 4" CONT. SCREEN VENT O,H4 (TYP_) SMOOTH STUCCO ON PAPER BACKED EXIST_ WD. OUTLOOKER CUT BACK AS SHOWN 1 —I— �� GALV. MTL. RIBBED LATH NEW STUCCO, LIGHT SAND TEXTURE EXIST. METAL HURR STRAP t0 REMAIN I TO MATCH EXISTING FINISH. TYPICAL THROUGHOUT. EXIST 8"XI2" GONG. TIE BEAM I EXIST. 8" GONG: BLOCK WALL I I I I SEE SECT. 3-3 1/2" DRYWALL TAPED ON PX 2" P.T I WD. FURRING: AT 16" O.0 TYP. I I R-5 BATT OR BLOWN INSULATION I I I I I EXIST. 4" CONC. SLAB I I I II I I I z II � j ELE: = - 0'- 0"Ij II I I W U FIN. FL. GONG. SLAB x x------- [Q GRADE 12" X 20" GONG. FOOTING W/ 2-*b CONT. - — I M— _I II I E1 I 1�1 I I I ] I 11 _—III- — 1 � 1_::�l i 1 1 i I I i I 1 1-1 1-1 i I —I 1 TYPICAL WALL SECTION 1-1 1— 3/4" s4 AT EXISTING RESIDENCE SECTION 3-3 177 ELEVATION 3-3 ELE:=+ 9'-(o" TOP OF TIE BEAM WOOD ROOF TRU55ES * 24" O.C. ENGINEERED 15T TRUSS MANUF_ R-30 BATT OR BLOWN INSULATION PROVIDE STUCCO ON PAPER MTL. LATH ON 5/a" "CDX" EXT. GRADE PLYWD, SHEATHING NAILED TO WD. TRUSSES W/ 8d NAILS * 6" O_C. * TERRACE AREA. @M-1 8"x 15" GONG. TIE BEAM WK4) SEE BEAM SCHEDULE. 12" x 12" CONCRETE BLOCK COLUMN - W/ 4 " (p VERTICALS 4 +3 TIES * 12" O.C. 8"X8" THICKENED EDGE W/ (U-05 CONT. 4" CONC. SLAB 11,1/6"X6" *10/10 W.W.M. ON .04 MILL VISQUEEN ON 55% COMPACTED FILL ELE:=- 0'- 0" FIN. FL. GONG. SL,45 y Y 4 • y V V • y VV y•V V W V • 'ING 2"XI2" OUTLOOKER y y U 4 Y V u Y VVVW y y V Y y ••Y• y • • 4 V W wu•1V Y •YY•U V Uvi UOOD TRUSSES * 24" O.C. -39) NU-VUE STRAP CHED TO TRUSS 16d NAILS 4 '11J WALL 1/4" 1 TAPCONS EMBEDMENT) 4-Ifod NAILS TO BLOCKING INSTALLATION FOLLOW F. INSTRUCTIONS 6761 Southwest 68th Terrace 03 - 032'1.14 Miami, Florida 3 3 1 4 3 ?" X 12" BLOCKING (305) 7 4 0— 5 1 8 5 7ING TIE BEAM -- -36 NU-VUE STRAP ATTACHED TO TRU55 Sd NAILS 4 TO CMU WALL /4" 7 TAPCONS (1- 1/2" EMBEDMENT) 4-lrod NAILS TO BLOCKING: �46TALLATION FOLLOW MANUF. INSTRUCTIONS D3-0321.14 NG 2 "xl2" OUTLOOKER "xl2" BLOCKING ING TIE BEAM 1" O.H. (TYP-) III—IIIIIIIII—III ' i I V1 I IEEI I IE�l I I —I =_—III—_ I III I II I I I II � I ( I I I I--�--III—IIIIII—I � (— TYPICAL WALL SECTION AT COVERED TERRACE CONTRACTOR TO VERIFY 4 MATCH EXIST. ROOF SLOPE STANDING SEAM MTL. ROOFING ON "DENSEDECK ON 300 FELT ON 5/0" "CDX" EXTERIOR GRADE PLYWOOD SHEATHING (TYP.) NAILED W/ 8d NAILS 4" O.G. 6 PERIMETER 4 6" 0 INTERIOR PANELS "U5P" GALV. WURR STRAP 4 MTL. SEAT * TAPLI6 NAILED • EA TRUSS W/ (G1-10d NAILS 7 2U ATE 4 W/ (13)-IOd NAILS T RU PT STRAP. P x 2" PT. WOOD STRIP 2"x 8" WOOD FASCIA 6" x 24" SCREEN VENT * 4'-0" (TYP.) SMOOTH STUCCO ON PAPER BACKED GALV. MTL. RIBBED LATH NEW STUCCO, LIGHT SAND TEXTURE TO MATCH EXISTING FINISH. TYPICAL THROUGHOUT. �DL:P7 T 42� GRADE I8"x42"x42" GONG. FOOTING W/ 5-15 CONT. EACH WAY PROVIDE TWO LAYERS OF WINF, TOP 4 BOTTOM °I' ♦A M 3/ t C0 J W I 0 co Z 'Q J Ir 0 0 .1 LL U_i J m w a7 w t Y Q w o' 0 z Cd '0 .0 L U_ .. (V 0 W CO t 0Z O 0 co W a U 0 W 0 t �.• E 0)O Q C = t0 W N p 04 U3 N ro �. t0 O "(L (0%.0 cJ W J 0 " a.. DRAWN BY: EMM CHECKED BY: EMM ATTACHMENT NO.: ATTAC H M ENT# DRAWING FILE NO.: 2006-002 DATE: 3/2/2000 SCALE: NOTED SHEET NUMBER: S4 OF 12