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HomeMy WebLinkAboutBUILDING PLANS PAGE 16-2418EI2C;LAS8 SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BETW N R905.1.1 ON J" O.S.B. TRUSSES AT FIRST C FI RGLASS SHINGLES OVER PROVIDE EAVE SH ATHINGs OR }" GDx BAYS 4'-0" O.C. (A d130 FELT PAPER (OR BAI=FLE OVER THE TOP P YWOOD SECURED FIRE LASS SHINGLES OVER SHEATHINGS SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRA 30 LT PAPER INSTALLED " O.S.B. HEATHING OR 2" CDX CLEAR VENTILATION VERIFY W/ T SS PE FBCR RR905.1.1 ON I." PLY OD SECURED PER PER FBEG R402.23 PRE- NG WD. TRUSS 477776766m PLAN O.S.B. EATHINGS OR J" GDX F STENER SCHEDULE 24' O.G. MAX. PLY OD SECURED PER F TENER SCHEDULE PRE-ENG TRUSS ZIP SHEATHING SYSTEM MTL. RIP EDGE SEE ENERCzY CODE ORMS p MTL. P (P EDGE rYia.E PRE-ENGS D. TRUSS TL. DRIP EDGE SEE ENERGY GOD FORMS (INSTALLED PER MANUF. SPECS.) OR FOR INSULATION R ALUES 2X4 OR 2X6 ASCIA"H" 24" O.C. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. WOOD SHEATHING 2X4 OR 2 FASCIA PER EL VATIONS 5/8" GYPSUM 80 OR 1/2" HICsH StREIlir LG. BOARD PER ELEV T10NS PE ELEVATIONS g" CzYPSUM BO OR " WRB LAYER "I, DOUBLE TOP P ATE VENTED ALUM. S IT GONT. 2x4 RAT N SECURED W/ C2) 12d's ® CH TRUSS VENTED UM. SOFFIT HIGH STRENG CLGx. Stucco WRAP VENTED ALUM. OFFIt �'-I" iY WINDOW HEAD R SIZE VARIES SEE ENEi ODE FORMS FOR BOARD WRB LAYER 02, FORtIFIBER f ' BUILDING PAPER PER WINDOW PENINCS SEE 1/2" CDX OR 1/16" SB SECURE TO WALL R INSULATION -VALUES I,000* UPLIFT SIMPSON METAL LATH I/2" GDX OR 'I/16" SB HEADER SP N CHART FOR FASTENER SGHEDUL 5/8" GYPS BOARD OR ONNEGTOR S(=2 to E F. FASTENRUCtuRAL ER ®� OQC. STRUCTURAL SECURE t0 WALL R DETAILS ON SHEET D I/2" HIGsH RENGi GLG. BOARD SOP 2X8 STU I M 1/8, TEXTURED FASTENER SGHEDU WINDOW A ACHMENT AS PER OR i/16" ZIP DOUBL TOP PLATE D FINISH + WOOD ON SHEET D MANUFA URES SPECIFICATIONS SHEATHINGS SYSTEM (INSTALLED PER WIN HEADER SITE VARIES PLA E "M° TYPE CONTROL JOINT OR 1/16' ZI SHEATHINGS SYSTEM WINDOW ILL MANUF. SPECS.) PER NDOW OPENING SEE FRAME TO BLOCK CONNECTION GEE DETAIL (INSTALLED PER 2x6 ST PS ID 16" O.C. MAX W/ HEA ER SPAN CHART FOR ZIP SH THINGS 15/DI MANUF. SPECS.) INSUL. SEE ENERGY CODE PO FOR INSULATION DE t ILS SYSTEM NSTALLED RY WALL 6' METAL LATH STRIP M „ 1/8 THICK, 3 GOAT V LUES WI OW ATTACHMENT AS PER NUFAGTURES SPECIFICATIONS PER MAN SPECS.) DIA ANCHOR BOLT 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN CEMENT PLASTER t G SUBFLOOR (SLUED AND �/8 THICK, 3 GOAT CEMENT PLASTER INDOW SILL OR WALL " n AT 16 O.G. MAX WITI-I EMBEDMENT AND T MASONRY BEFORE APPLYING TEXTURED APPLIED t0 METAL LATH OVER 2 LAYERS ', REWED AS PER FASTENER HEDULE ON SHEET D2 APPLIED TO METAL 2x6 STUDS 0 16" O.G. MAX W/ SHEATHING IINCs DIA. WASHER FINISH • MASONRY OF GRADE "D„ LATH OVER 2 LAYERS � 'D" INSUL., SEE ENERGSY GODS 8' CMU BUILDINGS PAPER OR OF GRADE FORMS FOR INSULATION 2x8 SYP 02 SIMPSON SPI PAPER BACKED LATH BUILDING PAPER OR R-VALUES WOOD STUDS 2X8 OVER AN APPROVED PAPER BACKED LATH T CS SUBFLOOR GLUED AND SCREWED " AT 12 O.C. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED AS PER FASTENER HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN ]DISSIMILAR 2x8 P.T. sYP �z A ATERIALS 4DETAIL O SOLE PLATE (1) COURSE TIE -BEAM �\ ..a POURED SOLID WITH 4 15/WA2 PRE-ENGS FLOOR TRUSS z CONCRETE. (1) *5 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) In 4 REBAR HORIZONTALLY CONC. FILLED LINTEL BLK. W/ (1) S REBAR ° GYPSUM BOARD OR j' HIGH STRENGTH GLG•f• BOARD DETAIL TB/WA2� O � IL � WEEP SCREED PER PRECAST LINTEL " T E Cx CREWED GLUED ND SCREWED AS PER coNTlNuouB IX2 NAILER/DRAFT STOP O PRE-ENGS FLOOR TRUSS (INSTALL PER MFG. SPECS.) � !ll :- � ASTM 926-C k 1063-G (SEE DETAIL 2/D3 O WINDOW ATTACHMENT' AS FA ENER SCHEDULE ON SHEET D2 " GYPSUM BOARD OR Z U1 PER MANUFACTURES SEE ENERGSY CODE FORMS FOR INSULATION R-VALUES HIGH STRENGTH CLGS. BOARD IX2 NAILER/pRAFT STOP Ul U O SPECIFICATIONS FASTEN 2X4 BBON (P.(. GMU) W/ C5) 12d N S �N PRECAST LINtE=L u Z *5 REBAR � 16 PRECAST SILL CON(. FILLED LINTEL BLK W/ "5 Z O.G. MAX, IN PRE -EN OR SS WI OW ATTACPr'1ENT AS PER (I) REBAR CONTINUOUS lll CONCRETE (INSTALL EC 5/8" THICK, 3 GOAT MA FACTURES BPECIFICAtIONB E ENEi5SY CODE FORMS (L/ 0 POURED C L, 2 P.T. PURRING STRIPS PORTLAND CEMENT PRE AST CONCRETE SILL R INSULATION R-VALUES O VERIFY P 6 16" O.C. CONC. F I EL BLK W/ PLASTER APPLIED P CAST LINTEL L1 Q PLAN' 8" MU CI B CONTINUOUS DIRECTLY TO MASONRR (I) "5 BAR VERTICALLY W/ CON POURED CELL WIND ATTACHMENT AS PER MANUF GTURES SPECIFICATIONS Z O R-4.1 I/2" YP. WL. BD. IB B O N 5/8° THICK, 3 OAT O U N INS CATION Ix2 P.T. FU RINGS " PORTLAND MENT PRE-C T CONCRETE SILL (1) dp4 NTINUOUS REBAR FASTENING DET STRIPS O.G. LIED -1PLASTER WOOD SE 8 cm DI TLY TO (I) N5 REB R VERTICALLY � • 1 O SCALE: 3/4"=1'-0" I/2" GYP. WL. P. ASONRY W/ GONG. P URED CELL z 04 EI NG I124OO Q cl WOOD BASE Ix2 P.T. PURR CS 4 W/r IOOK4W G., q Z 0'-0' StRIPB m 24" G. O fv MIN, 24" INS B ROOF SS UPLIFT P. FIN. FLR 8' GMU (L 2 0'L CACLARITY OR NOT O Ip 1/2, GYP. WL. BD. °� QIN I SIN, i z q WOOD BASE :' SHOP DWcs . <I _ D '-0' ° g e o I FLR. LL 3 1/2" GONG., REI W/ "x6" roW 77. ° C TIO W1.4XWI.40 WWM ON -MIL EXTERIOR WALL SHEATHING ! - N — L POLY ETHYLENE v FOR 2—STORY 2—STORY �_, ' ` '� ° ' O C D RETARDER ON ° WELL -COMPACTED CL AN ) FAST EACH STUD TO DBL. PLATE �Vr� w/ USP NAIL PER MANUF_ WALL WALL ` FRAME TO } 1=1LL TERMITE TREATME T SECTION SECTION B LOCK WALL 8 21-0" SHALL BE BORA-CARE (3) S ECTION AT TOP 1 REBAR CONTINUO OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS 9 SCALE: INTO F15EFrzLA55 SHINGLES PRi=-ENCs GABLE TRUSS FIBERGLASS SHINGLES OVER *30 FELT PAPER VER #30 FELT PAPER PRE-ENGS GABLE TRUSS NOTE: INSTALLED PER FBCR RRwB'.LI ON a' 0.58. SIFF StIFFpACK (SEE SEALD TRUSS I I -LED PER FBCR RR9 I ON ° O.S.B. SPF STIFFBACK (SEE SEALP TRUSS DIAGzONA GE 0 xtERiOR WALL stuns PLACE STRAPS SPACED WALL SHEATHING AND FASTENED AS ENCS. PACK FOR SIZE CONNECTION) ENG. PACK FOR SIZE t CONNECTION) CENT OF TRUSS SHOWN WITH ONE SHEATHINGS OR i" CDX PLYWOOD SECURED 2X4 OPP BLOCKINGS BETWEEN " SHEATHIN �° CpX PLYWOOD S RED 2x4 SPP BLOCKING BETWEEN S OR HIGHEST FASTEN STUD O BLOCK WALL ADDITIONAL st AT EACH WINDOW STUD WITH USP MST STRAP WITH PER FASTENER TRUSSES At FIRST C5) BAYS 4 -0 PER PASTE TRUSSES At FIRST (5) BAYS 4'-0' IDCSE. DIAGONAL FASTENERS AS SH INSTALL SCHEDULE O.C.CAT $HEATHINCS SEAMS) SCHEDULE O.C. (AT SHEATHINGS SEAMS) BRACE 0 BE +m ANY STRAP • EA, IN uN0) tI Od COMMON NAILS NOTE • MTL. DRIP EDGE 1 � �� SPAN 15 -0 OR GREATER. REFER To , SPACE STRAPS AS OWO, -110 MPH 'c, 32 C. T tuD (0.148 DIA X 1 I/2' ) MTL. DRIP EDGE DIACSONAL BRACE w -rt0 MPH 'B': 32' o. PRE Wp. iiR1S 24° CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA W 24° TRUSS ENGS. FOR -160 MPH'c', 32' O.C. STRAPS INSTALLED O.G. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS - ADDITIONAL I MPH ': 48' O.C. OVER WALL SHEATHINGS 2X4 OR 2X6 FASCIA BRACE TO BE m ANY SPAN SECURED W/ l3) 12d HORIZONTAL TRUSS TOP OF STUD WALL PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. _ 80LE PLATE SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-01 TO 30'-0' (1) y FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE SHEET TRUSS W/ .., X-BRACE WOOD BACKING 1/2' GDX OR 7116' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHINGS HE (2) 126 30'-1" TO 60'-0" (3) SECUREO R t 0'-0" TO 30'-0' (I) FASTENER PATTERN 1/2' CDX OR -7/16" OSB NAI X-BRACE !I) X-BRACE TOP OF DO NOT PLACE SCREW INT o TOP TOP L5LOCK FASTENER SCHEDULE ON SHEET D2 X-BRACE SECURE TO WALL PER o CENTER AND (2) r7ABUNRY WALL WALL TEM ZIP SHEATHINGS 30'-I' TO 60'-0' (3) FASTENER SCHEDULE EQUALYBRACE DR DEDENTER CONNECT OT M Or SYSTEM SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 t0 END RAPTBOTTOM WALL MANUF. SPECS.) ® CENTER AND (2) OR 1/16' ZIP SHEATHINGS TAPGGNMASONRY WEEP SCREED, SEE BRACE DIVIDED CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER MANUP, SPECS.) CONT. 2x4 SiRAT RUN SECURED 2-STORY CMU BLOCK WALL K S W6 DETAIL -15, SHEET WA2 (2) 12d's w EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAGS (2) 12d s f EACH TRUSS ABLE END I -�� 2X6 P.T, SECURE W/ 1/2"X9' ANCHOR (2) 2x4 02 S•Y.P, DIAGONAL BRACE W/ GABLE 032" O.C. MAX. O (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's Q EACH TRUSS DIAGONAL s BOLT 32' O.C. MAX. NAIL (3) 12d's a EACH TRUSS DIAGONAL X-BRAGINGS TO COVER 5-TRU55E5 '� X- BRACING SIMPSON MST ® 32' MAX' X-BRACING To COVER 5-TRUSSES BRA XTERIOR STUD WALL CONNECTIO (SABLE TO 2X6 5/8' GSYPSUM BOARD OR 1/2" HIGH „- D OP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH8 TO FIRST FLOOR MASONRY` WALL W/ 126 NAILS 6 O.C. STRENGTH GLGS. BOARD SCALE: 3/4 -0 2X D 16, O.G. MAX. STRENGTH CLG. BOARD „ SCALE: 3/4 = - 3 SCALE: NT$ IIIIii MAX. A R C H I T E C T S r Design Grou lnc. L . RONALD REAGAN BLVD. NGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w.a bdesigngroup.com AA #: 0003325 W h w U W 0 0. U w A h q h BUBD=v. ale LOT: CREEKSIDE LOT 42 PROJECT# 04321.000 MODEU 4EAB "1672—ARIA" GARAGE 8VaNG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP, C ARCHITECT: STATE OF FLORIDA 3 DATA: 05 /21 /18 DCALE: 1/4 0)=1' — 0'° BEMET D 3 TOP PLATE %iLO.G. MAX, SECURE 2X4 W/ 2-1/4+ TAPCONS OR DRIVE PIN lMIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. 2X4 SOLID PC GGNG SECUSE T HEATHING WITH MIN d PER BLK EA END *NOTE: NAIL SPEATPING TO ALL 2X AS PER EXT, SPEATPING NAILING-, 66 4" O.C, MAX 6 EDGES E 6"-6" O.C. MAX IN TPE FIELD on PEEK - - Sol BT. EXTERIOR ARCHWAY WITH WINDOW 1 SCALE: I/2' = I'-0' CLOSED VALLEY FLASHING DETAIL N.T.5. 132, O.G. E BOTT( 1/2' C BOAr% 1/2" CLG. OARD 1/2' P ALI — WOOD 00 UDS ow c., U.ON. 2X4 CONT. 2X4 WOOD STRESS STUDS a16" BLOCKING OZ, UDN. MID -WALL SECURE Bt PLATE TO I!I' DRYUTALL 32'X0' 3Z' OG. W/ 10d MA RY EMBE NAIL ®32 O. MAX 7 SE AT I, ^ �CONC. SLAB FO DET ILSY A .4. G- 1ST FLOOR INT, BEARING W. (NO UPLIFT) SP4o32' MSTA-36 32' MAX 5104632' O.G. MAX SECURE 2X4 TO WOOD W/2-12d O 6'-S' O.C. STAGGERED SECURE 2X4 W/ 2-%' TAPCON8 OR DRIVE PIN (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya' w/IN 8' EA. END NOT TO ' AIR PWA r 8EXCEED O.C. MAX y/ Est. PLATE J 2X4 SOLID BLOCKING SECURE TO SHEATHING 1/2' CDX WITH MIN. 2-I2d PER DLK. EA END 2 EXTERIOR ARCHWAY 2X4 SECURED TO GABLE ENG W/(2)I 6'-8' O.C. i UPRIGHT �si'�T��I/ _ 2X4 TOP PLAT I CLG. BOARD 1/2' CLG. 2X4 I/2" DRYWALLS CONT. STRESS BLOCKING MID -WALL SECURE BT.PLAT TO SLAB W/ 10d MASONRY NAIL • 32" O.C. MAX 2X4 PT. PLATE ANC. SLAB 0. C. MAX 1ST FLOOR INT. BEARING W. (W/ UPLIFT) TRUSS C'.ONT.AL —' CRACKST , OP } BOTTOM 1/2" DRYWAL 2X4 WOOD CHANNEL SPA SUDS a24' SUPS 24' OZ. W O.C. LAYER OF 1/2' TYPE GYPSUM W.ALLB EE E4 ATTACHE EA SIDE o 12 NC, SLAB 1ST FLOOR 1ST FLOOR TYP.INT. WALL TYP. INT. WALL METAL STUDS 0i(NON—BRIG.) SCALE: 8C NO�NLEBRG; 0„ TRU55 TO WOOD FRAMING SIMPSON MTS-12 PSE-ENG TRUSS DO TOP LATE 2 ONT STRESS DBL. 2X TOP PLATE —B 1 ID WALL 1n6' 0.51 a / Z 5 U 5 16' OZ. MAX, OR'UI6' ZIP SHEATHING vN N SYSTEM (INSTALLED PER MANUF. SpECS.) k SUBFLOOR GLUED 2X BLOCKING • REWED AS PER TOP OF A ER SCHEDULE 1/2, CDX I FLOOR STUDS O D FLOOR STUDS 2X SUDS 16' O.C. MAX w SIMPSON MSTA-36 • 32' 2X BTM. PLATE OZ. MAX 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR GIRDER PRE :NG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTNNOUS STRESS LOCKING MID WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK -.---2 SUDS a 16' O.G. MAX, W/ I/4' GAP PROM BLK TO O.S.B. UD � 1/2' WL. BD. HORIZONTAL 2X 5PF. STRUCURAL BLOCKING AT BT. PLATE TO PERIMETER OP 0.5.8. TO PROVIDE CONT. NAIL PATTERN �SEGU SLAE W 'xS' ANCHOR REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL FLOCKING. SIMPSON STRENGTH EPDXY "I" E ED. MIN. ® SHEATHING TOP OF WOOD FRAMED WALL TO FE �32'MAX STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS WA --ACE GRAIN PARALLEL TO STUDS 2—STORY L.B. EXT. WALL SHEATHING SCALE:In'.I'-0' 4 SCALE: 1/2"=I'-0' PER DOOR/\ wINDOW OPENING 7 I / A / TYP. EXTERIOR WINDOW DOOR OPENING WD FRA. `i c�ni v_ :n._n_m. C SECURE 2x4 ON-J/ L FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) © J4'X8° A -BOLTS 4' EMBEDMENT MIN. 0 W/ 2'X2'Xki WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING I-2X6 PT BLOCK a CENTER OF DOOR HEADER WKI)VXS' J-BOLTS 4' EMBEDMENT W/ 2"X2'X1G' WASHER AND NUT. M INOTES: I © L ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR /� BUCK ATTACHMENT u SCALE: i/2'=I'-0" CDX PLYWOOD ii OPENING o— ° PRECAST LINTEL oi ° 4 ° a I� ° 4 7 i I4 TO SECURE M G, ED MIN IL THAN ° a WIND T E ° K SE TO L4]1 4 4 LOCKS ° ° T BLOCK W/ (2) x3' CON DRIVE PIN N ANK SIZ 145) l M"ED.I ") 4 IN 8" OF EACH P AND 1 O.C. MAX SPACIN 414, CMU W L i I ° 4q Q a a d °4 a a 4 4 ° Q Q" 446�° q ARCH WINDOW FRAME SCALE: 3/4" = I' -(D" PRE-ENG TRU55ES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE G LE SUPS ® O.G. A 5 SON L5T -12 • EA JACK YPTUD, BOT IDES OF /OPENING 2x ST S s 16" O.G. MAX W/ 5V THING. SHEATHING TO BE IN i' OF WINDOW/ DOOR ING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO EE SECURED ONE PLY • A TIME. 6E I2d NAILS, TWO WITHIN 6' EACP END t NO MORE TP IZ' O C. STAGGERED SP4 H5 o TOP AND BOTT LATES • EA FULL LENGTHS D, BOTH SIDES OF OPEN( SHEATHING T AP TO BOTTOM oP NG'D TRUSS BELOW_ THING MUST NOT BREAK I'- 'MIN. FROM 2ND PLR LINE. -E FRAMED RAFTERS NG TRUSSES OR a 2x RIDGE ONE SIZ RGER THAN RAFTS IRE MIN. (3) 12d NAILS MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERT OTHER RAFTER W) MIN. (3) 12d NAILS OR MIN. (4) 11 GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (Z) 12d NAILS OR (3) 1" GUN NAILS ® EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENS TRUSSES PRE-ENG TRUSS HEADER SIZE PER SPAN CHART. o� TYP. INTERIOR 1�1DOOR OPENING WD _L 1 arni �. irn_s_m. «5 51 VERT. IN SOLID GROUTED CELL 5/6' 1-41CK 3 COATS CEME�NTI'LASTER \ APPLIED DIRECTLY TO MASONRY 4 CONV. FRAMED ROOF Si 1/1 PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS o 16' O.C. MAX SIMPSON LSTA-12 311111 JACK Pftk BOTH 51995 of Y=41NG. Ni 0 16' O.C. MAX W/ SHEATHING TO BE 4, OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING SUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHARt FOR DETAILS AND SPECIFICATION) CK STLLD ASBEMBLT TO BE REP ONE PLY a A TIME. USE NAILS, TWO WITHIN 6' FROM E ENp a No MORE THAN I2' O . TAGGERED I/2"x9' A.B. MIN, i' EMBEDMENMT V F CH END d 32' O.C. MAX. 5104 OR 145 • TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. LINE OF SLAB CORNER BEAD SEALANT i BACKER ROD 8' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. W7 ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REO. FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF ) GALV. STEM- . TRACK ORAOKETB FASTENED TO WOOD JAMB W/ LAG GALv. STEEL OVERHEAD DOOR SCRrE1 s vERtICAL TRACK 1' MIN BY OTHERS BY MAUF. SLIDE k FASTENED TO TRACK BRACKEte ROOM W/ 1/4'-20XI/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: I/2"=I'-0' AND LOCK NUTS. MTS-12 1/16' 05.5. B. OR OD. GDX PLYWOOD. T D PLYWOOD. PER FASTENE� EET 2 MTS-12 OR T/16' TI BHEA HI SYSTEM ! it MANUR 2x4 NDER SU SOURE EETWEEN S EAYS W/ f'RE-EI' (3) I2d' ACP END 2x DOUB TOP PLATE IDS a 16, O.C. MT -12 s EVER STUD 2X4 BT. PLATE DORMER 16 KN ATTACHMENT scA 15 SCALE; I/2'=I'-0' WALL DETAIL 2X4 05L. TOP PLATE IX4 STUDS 16" /I6 ° 05.8. TEXT_ FINIBL4 META-16 iii WALL l� 01115 UPLIFT SIMPSOM PTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCON5 TO CONT POURED LINTEL " Iwo UPLIFT (2) SIMPSoM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM CONS TRUSS ANCHOR 12 RETROFIT N.T.S. CONTI-OL DATE: 07/01/15 AItCH IT E C T S Desou p Incign Gr LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U W E. a. ri U W A h A ti SVHDiV. d6 LOT: CREEKSIDE LOT 42 PROJECT* 04321.000 MODEIA 4EAB "1672- ARIA" GARAGE SXlIWG: RIGHT PAGE: MISC. DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATA: 05/21/18 SCALE: 1 /4" =1' — 0" SHEET D4 -apv Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number 1/4" concrete screw 6" edge distance @ head, 4" edge Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL20461.17 N/A distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R6 Non Impact , from corners8 1/2" o/c atjamb, 6" @ head. 1 1/4" � Mulled embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33) / (-41) (+50) / (-50) Ply Gem Builders Series FL14634.2-R3 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. To and bottom centerline of each door slab et p g with transom tapcon. Rest of vertical o/c spacing is 14 max. 1 1/4 embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door ( +29 ) / (-35) +46 ( ) / (-42) Clopay 16.2x7 73 W6 FL16546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof WO Cambridge FL7006.1-R10 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 gauge 1 %" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) PlyGem Variform Soffits FL24161.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6' span (+47) / (53) panel MFG. 24 GAGE FL16293 R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span or more (+45) / (50) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-112 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w Cal w 0 F 0. U L altraaiv. ae LOT: CREEKSIDE LOT 42 PROJECT# 04321.000 MODEL: 4EAB "1672- ARIA" GARAGE L+ WING: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA M 2 "P ,' it ROLAND A ABOU ACRA AR NO 93723 DATE; 05/21/18 SCALE: 1 /4" =1' — 0" NOTE: NOTE: ZIP SHEATHING SYSTEM IS IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP F INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' 88LF-ADHERING MEMBRANE 6,, b' a VERTICAL LAPS (ROLL PLA64NG (COMPATIBLE W/ HOUSE MANUFACTURERS MANUFACTURERS g. ENDS) � 6' ®HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO 5E TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORMER SHEATHING TAPE FLASHNG TO EXTEND ONTO PIPE /r \ P OR LESS PIPE X, 6'x6' SELF -ADHERING MEMBRMIE PREFOIGi1ED CONTROL JOINT THICK, 3 COAT CEMENT PENETRATION \ FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' FLANGE CONTROL JOINTS t PLASTER / \ SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH • 9" \ WRB LAYER 02, FORTIFIBER FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER I" MIN. LAP a METAL LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / \ FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS I BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH a•" LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX X X X SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION WRI5 LAYER M, �- GUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO WRAP METAL LATH FLASHING DHERNG MEMBRANE FLASHING SELF -ADHERING MEMBRANEE OF • t' O.G. MAX VERTICALLY STEP *I STEP 'I'2 FLAsulr•� WOOD SHEATHING I OR'I/16" ZIP SHEATHING WRB LAYER M, �' THICK, 3 GOAT CEMENT WR5 LAYER M, SYSTEM INSTALLED PER STUCCO WRAP PLASTER STUCCO WRAP MA S. CS.) U1RB LAYER r1, FORTIFIBER &' MIN PAPER LAP eELow ONLY METAL LATH WIRE, LAYER 02, FORTINEER / I WRB LAYER n, FORTIFIBER BUILDING PAPER BUILDING PAPER BUILDING PAPER METAL LATH WIR5 LAYER M, STUCCO WRAP i . FLASHING OVER RINlG3 MEMBRANE INSTALL FASTENERS (CLIPS, SELF -A 3 OVERRIWA MEMBRANE LATH SHALL NOT GAP MIN. FLASHING OVER APPROVED BE CONTINUOUS s' ro a° ' To b' OR 1//16' SHEATHING REQUSTRAPS, STAPLES) AS HOUSE5H WRAP. THROUGH CONT CONTROL MIN. MIN. SYSTEM(�SALLED PER PIPE/ R TO FRAMINSECUREG FLASHING TO EXTENT) ONTO PIPE JOINTS BUT SHALL PIPE/ WIRE TO FRAMING JOINTS SLOPPED AND " ' '' „ FLASHING SELF -ADHERING A NCR MEMBRANE TIED At EACH SIDE. MIN LArH HO SEW OVER APPROVED PROVIDE ZX4 BLOCKING -LASHING tO EXTEND ONTO PIPE PER ASTM C1063 PLACED FLAT MAX. Co' TO S' LAALIa LAP R i.10.1.4 FROM CONTROL JOINT WHEN � \ CONTROL JOINT FALLS ON 2 APER LAPCONT. BEAD OF SEALANT NOTE: \ STRUCTURAL STUD SCALE: 1 1/Z' = P -O" 1. FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CI063 INFILTRATION BARRIER OVER Z. WIRE TIES TO BE (NO. 10) 0.04-15" WIRE / SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITIOry \ I ELAStOMERIC COALING OVER STUCCO/ TO WALL STUDS RECIUIRED PER PLAN / I G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH / & PAPER DETAIL WOOD STUDS SECTION PER SECTION R703.7 ;a Exterior lathing and plastart NOTE: SHEATHING Exterior use of Portland cement plaster SIDE LAPS OF METAL OR'1/16' ZIP SHEATHING SYSTEM -: mall comply with the application PLASTER, BASES SHALL (INSTALLED PER MANUP. SPEC8.) s� requirements of ASTM C 926-12A. BE SECURED TO BUILDING NOT#=s „ FRAMING MEMBERS. PAPER s6 MIN. IF 21P SHEATHING SYSTEM 15 Installation of exterior lathing and framing „ O M TYPE CONTROL JOINT THEY SHALL BE TIED LAP shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS INSTALLED, PLEASE= SEE WITH 0.0415-IN. (LZI-MM) STUCCO "e' X' LAP 0 LATH MANUFACTURERS WIRE AT INTERVALS NOT 3' LAP 6 PAPER INSTALLATION PROCEDURES MORE THAN V (229-MM). AS PER ASTM C1063 fir per /A\ I per' /q\ // {}�— //� {�T� \/ O I. FOLD NWARD • PT. A O I. FOLD INWARD • PT. A ,�I�.(T 79•L A I F F `4 T \ A T I� O �4 1: TAIL \ IR� i I / ® 2. CREASE • Pr. B 1 1 I C K 1 O U T NOTE, FOLD FOR REPAIR OF TEARS ® DETAIL INWR5 LAYERS, TEARS HORIZONTAL LATH I�.. MAY BE PATCHED & PAPER DETAIL WA40USE WRAP TAPE PER MANUF. SPEC. OR FOIE PEEL 4 STICK .4 5 ® _1/16" ZIP SHEATHING SYSTEM (INSTALLED PER I" IANUF. SPECS.) OR / \ LFOLD INWARD • ® I. FOLD NWARD • Pr.A , WOOD SHEATHING OR GMU Pr. A s. GREA95E • Pr. e i WR5 LAYER *I, '' CREASE • Pr. B s. cREAeE • Pr. c STUCCO WRAP (FRAMEONLY) 3. CREASE • PT. G w .'. 4.a FOLD Pr. G OVER Pr. B TILL Pr. G TOUC4E6 501-rOM K_ ® '' g" THICK, 3 COAT CEMENT ® kk PLASTER (FRAME=), 1/2" 2 COAT F I} CEMENT PLASTER (GMU) LEGEND METAL LATH (FRAME ONLY) ® ®� ® LAP WR5 4 TAPE OVER (NFL AN(OR5 uareRrlGur ROOF/WALL SCREED ,�, R #1, STUCCO WRAF) • „� BG17Q1 FLANGE NOTE: SEAL FOLD, 2e IF ZIP 51-IEAT+41NG SYSTEM IS Nat GUT. UJRB L1�`YR 2 �1�ORTIIBR INSTALLED, PLEASE SEE i' THICK, 3 COAT CEMENT 5"X5° "L" TYPE CONTINUOUS * PLASTER MqAMA In' z COAT GALV. METAL FLASHING I I MANUFACTURERS WR5cEmEN-rL PLASTER, (cmFOR z (NAIL TO ROOF DECK, NOT 5U 1 L D 1 NG f=Af E R INSTALLATION PROCEDURES WR5 LAYER R, FORTIFIBER � BUILDING PAPER(FRAr1E ONLY) WALL SHEATHING) WRB LAYER M, "" CAP SHINGLE - DO NOT NAIL, FETAL LATI4 x x x x STUCCO WRAP (FRAME ONLY) • . wRAP INSTALL WITH ROOF CEMENT LAP LAYERS Gw BUILDING OVER NAILING KLANGP, STOP SHINGLE OP1L•Y7 I E .. MM&M OR alu ROOF CEMENT = „W FLASH ROOF PER ELEVATIONS ILOOD 5I4EATI 41NG� PT OR -1/16" ZIPSHEATHING E ATHING SYSTEM KJOC-OUT FLA&4M MEE , (INSTALLED PER MANUR SPECS.) DETAIL! 3�� ��� NOTE5ELF-AZ:)+4E51VE FLA5�ING : IF ZIP SHEATPING SYSTEM 15 NOT INSTALLED, PLEASE SEE % MANUFACTURERS r-ITAL LATE: LATd4 TO BE F R SECTION PELT UNDERLAYrIExr INSTALLATION PROCEDURES _ WATER RIGHT SEAL (BEND OR 0 ^� %� /J SOLDERDO NOT G1T1 fR S[/ �% . .1 / 7c=15 Tl SHNCtLE ROOFING !NOTE: NMAT MOj rOM OF ROOF / DRIPSEXTENGE. OVER 3 ...., fi � iRIL�',SQ. N',4iRD C 1.,1T 1 L I tTNI' OR�`NOl"I/I�N L ELOW SNEATHNG, MEO44NIGALL r FASCIA WRAP L 1-'-F T T4 D O 5 NOT 1� E E 5 F E `/ I� 1 C¢} T I ON 5 FASTEN 4' OG. MAX 7 L ! ]F' L /� � in I 'j�'j" G N.T.S. H Jly ARCH I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W in, W U W ti 0. y q F A ti ®vaarv. ea LOT: CREEKSIDE LOT 42 PROJECT# 04321.000 3WODEIr 4EAB "16"72—ARIA" GARAGE 8WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA WLMD A ABMCHACM AR NO 93723 Dp 05/21/18 SCALE: 1/4 ')=1' — 0" WA1 NOTE: IF ZIP SH THINGS SY5TE:1`1 15 INSTALLED, LEASE SEE MANUFACTU 5 INSTALLATION ROGEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP EYru�l INSTALL 6' SELF-ADI- MEMBRANE FLASHING TOP, SIDE(S) AND BC FLANGES OF NON -MO` FRAME OF THE EX4 - VENT 15 BE SET IN BED OF AL T T TOP AND 461ESSEALANT IS to BE AS TO DEFLECT AY FROM JOINTS. AD ALL AROUND APPLY SEALANT ALL TS AND INTERSECTIONS j 4PPLY SEALANT At PERIMETER OF / ON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 41' CAULKING* m JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. In Ilation of exterior lathing and framing shall omoly with ASTM C 1063-12A. HOODED VE t ill THICK, 3 COA EM3 PLASTER METAL LATH WRB LAYER 02, FORTIF BUILDINGS PAPER WOOD SHEATHINGS WR5 LAYER oil STUCCO WRAP WR5 LAYER , FORTIFI5ER BUI INCS P ER LATH Y YL CASING* BEAD 6' RAISED BAND Yd' EP To IS' REED�L WESG b' WIDE STRIP SELF ADHESIVE FLASHING*, GLEAN MASONRY BEFORE APPLYING* Z FLASHING'* STON V5SEER OVER klUTCH COAT H IZONTAL WEEP SCE' W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LATER 02 (FORTIPISER BUILDING PAVER) METAL LATH X—X—X—X STUCCO C WOOD SHEATHING; OR 7/16' ZIP 5HI=A7I-4ING SYSTEM (INSTALLED PER MANU1=. SPECS.) SELF-ADHESIVE FLASHING — NOTE: METAL LATH: LATH TO BE PER 5ECTION R1031.1 / ASTI" 1 C - 841- 09, MIN, 2.5 L 55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP E SIDES 6B DRYER VENT BLOCK BUILDING* PAPER OVER 'QUICK FLASH" PIPE THROUGH WALL 1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) 51JILDING: PAPER — UNDER "QUICK FLASH" NOTE: IF ZIP SHEATHING; SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURI=RS INSTALLATION PROGI=DURES A VENT PENETRATION SCALE: N.TS. STUCCO SCRATCH COAT I GOAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION G. METER FIELD D%FY LOCATION WOOD CONSTRUCT( 1/16" ZIP SHEATHINGS SY M (INSTALLED PER MANUK SPECS.) OR WOOD SHEATH( G :R 02, FORTIF15ER PAPER CK, 3 COAT CEMENT TER TO 1/a" `—roll SEL FLASH( WOOD WALL ONTAL WEEP HES I VE DAME TO FRAME) \ NOTE: IF ZIP SHEATHINC; SYSTI=M IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER 01= PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM .11�=1= A-r L"N CCII •)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D ISCONNEGT O ELECTRICAL CONDUIT PENETRATION CUT OPENING; IN APPIQOVEED HOUSEWRAP FOR 15OX INSTALLATION WR5 LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP 15EELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY EE-Z 51 EAD— OVER 60 MIN GRAPE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5Tf' '*I - .o.o. o .o.o.o e .e e. o. .o .e o. o• •o •e o• e. .e .e e. e. .e .e e. •e•e.o•o 1/16' ZIP SHEATHING* SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING* LAYER *I, STUCCO WRAP FORTIFI5E R 7LAYER'"Z, BUILDING* PAPER METAL LATH WOOD CONSTRUCTION 1/5' TEXTURED f —FINISH a WOOD r ' FASTEN TO WOOD STRUCTURAL MEMBER + 1' O.C. MAX a' CMU I V TOIL' MID -WALL WEEP SCREED ` Ed 6' WIDE STRIP SELF ADHESIVE FLASHING*, GLEAN MASONRY Bl°-PORE APPLYING* FINISH MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NU E: IF ZIP SHEATHING; SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER "I, STUCCO WRAP CUT "X" INTO SELF -ADHERING MEMBRANE FLASHING* APPLY SELF -ADHERING; MEMBRANE FLASHING OVER 50X AND OVER APPROVED WRB LAYER APPLY 60 MIN - GRADE "D" FEELT OVER SELF -ADHERING; FLASHING OVER APROVED HOUSEWRAP 5TF *2 L11 WR5 LAYI=R "I, 5TUCCO WRAP SELF -ADHERING; MEMBRANE FLASHING; WR5 LAYER 02, FORTIFI5ER FUILDING PAPER 5T f= 1*4 6T F '*r5 eT E f= 9 ELECTRICAL RECEPTACLE EELASTOMERIC COATINGS OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH H I T E C T lYYl IY. RVIY/1LV RILMV MIY OLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 04 U W 0 E a U W q F 64 evaa=v. as s+oT: CREEKSIDE LOT 42 PROJECT# 04321.000 MOaELt 4EAB "1672—ARIA" GARAGE 8MMG: RIGHT PAGE: WALL ASSEMBLY DETAILS to 160 MPH EXP. C 4. ARCHITECT STATE Cr- FLORIDA I 2323 ROLAND A ABiOU6HACRA AR NO 93723 "`Nlla ` DATE. 05/21/18 ®CA M: 1/4"=1'-0" ISHEET WAS File Co �Y WOOD SHEATHING WOOD CONSTRUCTION 3/4 HAT CHANNEL W/''/a° TYPE 'X' pi WOOD SHEATHING WRI3 LAYER *I, STUCCO WRAP " THICK, 3 COAT CEMENT PLASTER WR5 LAYER *1, STUCCO WRAP AMICO AM(p6-WFWC-T80 CUSTOM CASING BEAD (SHOWN FO CLARIFICATION OF SEPARAT ACCESSORIES ONLY) ASING BEAD 1OA DTL. ® CANT. SCALE: 1 1/2' = I' -0" WR5 LAYER #I, STUCCO WRAP WIRE, LAYER *2, FORTIF ER BUILDING PAPER " THICK, 3 GOAT MENT PLASTER 6" SAP. +e TOP WEEP SCREED TO SH %%ING HIND WEEP SCREED 6" SELF-ADHEREING FLASHING WRAPPED ® TOP OF WEEP SCREED TO SHEATHING BELOW _ WR5 LAYER *1, STUCCO WRAP — WR5 LAYER *2, PORTIFIB BUILDING PAPER 6" SELF-ADHEREING FLASHING WRAPPED ® CORNER OF CANTILEVER POSITIVE DRAIN !EP SCREED IF: ZIP SHEATHINd INSTALLED, PLE,< MANUI=A0TURERS INSTALLATION PF EXT. <15QOD FRAMED \ WALL 3' X 3' 26 GA. GAVV FINISH LAYER (2 LAYER PRE-ENGT) SS — 77 / EEL 4 STICK) SET AIN FULL DRIPrD WEATHER RESIST( 6" EL 4 ^ ~ SEALANt, )i" III BARRIER SPACE FRO DRIP WEATHER RESISTIVE —TI ODRIP FACE TO t X BARRIER *EDG 2 ' THICK, 3 COAT CEMEN VARIES DECK PLASTER METAL LATH 1 Y4" G FOR BACKER WOOD SHEATHING I VXI 3/4" Pt. SIMULATE p J RO 4 SEALANT WOOD (TREX) LER, INYL CASING A CONTINUOUS 4" POSITIVE DRAIN WEP ESCREED NXON,, AID FIELD (SHOWN FOR I ATION OF SEPARATE A QJQIES ONLY) EXTERIOR GRADE DRY WALL }" THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEAD 10 CANTI LEVER DR STEM IS EDGE SEE = UI S LEGEND NOTE: METAL LATH: LA?I4 TO BE PEA' SEGTI PER SQ. YARD (UTILITY OR NOM AL LAIN DOES NOT MBE? SeEGIF A?IONS) NOTE: Y OOD CONSTRUCTION IP ZIP SHEAt ING SY IS INSTALLED, PLEASE SE MANUFACTU RS WEATHER RESISTIVE INSTALLATIO PROCE RES BARRIER M 3/4 RESILI T WEATHER RESISTIVE HAT CHANNEL liv-'5ARRIER *2 VINYL CAS B THICK, 3 COAT CEMENT PLASTER 5/8" TY WALL METAL LATH E W/TE TU AINTED WOOD S j ATHfNG FINK I I Nr� MR M14M4NX SYSTEM COAT CEMENT VINYL CORNER BEAD VINYL CASING BEAD 11 D DRIP EDGE INSTALLATION NOTE: IF ZIP SHEATHING S S EM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5/8' TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATI OF SEPARATE ACCESSORIES I WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER *1 i. i. WEATHER RESISTIVE BARRIER *2 THICK, 3 COAT CEMENT PLASTER �mEETTAI_ L{A�T�H7 y��y� tdlyy�Sg9�1,q1?LL1' EE9p#[ �F IaRREsI1�yy7(-V�Cs SYSTEM HEADER/BEArT�ur. SPEcS-) VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRAINAGE PLANE (WR5 LAYr7R #1, 5TUGG0 WRAF) WR5 LATER #2 0=0RTF15 R — — — — — 5UILDING RAPER) 1" IETAL LATIk4 X x X x 5TUGG0 _ WOOD 5I4EAT4NG OR -1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MAIM SPECS.) SELF—ADa 4EE51VE PLA54NG WATER PROOFING I WEATHER RE515tIVE LAYER (2 LAYER L 4 BARRIER *1 STICK) WRAPPED FRO WEATHER RESISTIVE BALCONY DECK TO BARRIER *2 CANTILEVER ARAW I 6 PEEL 4 STICK ® t DECK MEMB DRIP EDGE TO DECK RANE, EXTEND OVER DRIP SUB FLOOR EDGE ®® — 3' X 3" 26 GA. GALV. METAL DRIP EDGE --- ----- ----- ----------------- -- SET IN FULL BED OF I �' XI 3/4 P.T. OR I At p SEALANT, )J' MIN. WOOD (TREX) - E r SPACE FROM DRIP CONTINUOUS FACE t0 TREX Y4" GAP FO INY CASINGBEAD ROD 4 SEAL W TER PROOFING lat FINISH LAYER AYE=R LA R (2 LAYER PEEL 4 PEEL 4 STICK) STIC WRAPPED FROM 3/4 RESILIEN BALC Y DECK TO HAT CHANN CANTIL R VINYL CASIN BAD '" gT" THICK, COAT CEMENT PLASTER METAL LATH 5/8' TYPE "� DRYWALL WOOD SWEAT G W/TEXTURE 4 PAINTED WEATHER RESIS vE FINISH BARRIER *1 WEATHER RESISTI s" THIC 3 COAT CEMENT 5 RRIER02 E DRAIN PLAS R VINYX CORNER 55AD WEEP SCREED V Y CASING A NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2 1 /2 II f CORNER 2 1/2" 1 A gLORNER BEAD J- i 1 COLUMN SHEATHING WEATHER RESISTIVE BARRIER *I WEATHER RESISTIVE / BARRIER 02 6" S.AP. �\ / G PEEL 4 STICK 1 I N2`xV 'L' PLASHIil FULLY EMBEDDED IN ROOF CEMENT I X 3' 26 GA. GALV. METAL DRIP EDGE )4" GAP FOR BACKER SET IN FULL BED OP ROD 4 SEALANT SEALANt, J�" Myl4 01 SPACE FRO I FACE TO T VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEELFILLED= 4 STICK) �� eraz raa WOOD SHEATHING — 2x FRAtIi LING MEMBI=R WRg LAYER *1, g" THICK, 3 GOAT CE NT STUCCO WRAP PLASTER WR5 LAYER *2,NeORT GDR E BUILDING PAPE FA SHEATHING x METAL LATH \1 8' CHICK, 3 COAT CEI 5 LAYER 111, PLASTER STUCCO WRAP ro"SELF-ADHERING FLA51-41NCz OOD SHEATHING MET LATH DRIP GAP WR5 LAYE PORTIF-15ER BUILDING PAP WINDOW FLANGE — BEAD OP FIR) E CORNER 5EAD CI=ASTENER 4 SPACING Is -I" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C BLOCK 15ER W�wv wam Ri� XI IYA l R SIMULA (T X) FILLER, S Y4" FOR SEALANT OPT ACKER ROD. M (PIED 90 /4 RESILIENT —� HAT CHANNEL WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 EXTERIOR COLUMN -COLUMN SHEATHING C6' S.A.P. -I X,"xV "L" FLASHING `FULLY EMBEDDED IN ROOF CEMENT I h" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OP SEALANt, )4' MIN. SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM \Mr=TAATH ANDECK TO R COAT CEMENT �✓/8" TYPE "X" DRYWALL W/tEXTURED 4 PAINTEp ATI IINCs FINISH g" THICK, 3 COAT CEMENT 4 POSI PLASTER WEEP NO GAP IN F VINTL WMXt_-X t]CAL,) J (SHOWN FOR CLARIFI TION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLT BALCONY DRIP 11C EDGE INSTALLATION Cal COLUMN i TAT /" T " 'GIT A CA T_TTTTr \ SCALE: NTS NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE i MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING CLARITN WR5 LAYER *1, STUCCO WRA WR5 LAY *2, FORTIFI5ER 5UILDIN PAPER META ATI-4 $" T ICK, 3 COAT CEMENT ASTER WRB'Ld'YER 01 , STUCC1, WRAP a� WR5 LAY *2, TIFI5ER = 5UILDIN METAL LA ; I = ' ' CHIC COATCEMENT ' PLAST i 6"S LF-ADHERING 1 F SHING DRIP CAP WINDOW FLANGE 15 cA ING BEAD C80 WI (FRAME. NO BATS NDOW A R C H I T E C T S oru oup nc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ilia y W 8 W 0 0. A A fBUDDIV. de LOT: CREEKSIDE LOT 42 PROJECT# 04321.000 MODEZA 4EAB 1672— ARIA" GARAGE ®MMG: RIGHT PAGE: WALL ASSEMBLY DETAILS WO MPH EXP. C ARCHITECT: STATE OF FLORIDA r� A f All DATE: 05/21/18 8CA1,IE: 1/4"=1'— 0" F,�e C,©Ay WOO 51 {EATHINCx WRB LAY M, — STUCCO WRB LAYER 02, FC BUILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING / VINYL ANGLED % CASING BEAD DRIP CAP WINDOW FLANGE VI 01, NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLS=D, PLEASI= SEE MANUFACTURER5 INSTALLATION PROCEDURES WOOD 514EATI41 WRB LAYER, STUGGO W P /T�41C;K, R 02, FORTH-15ER APER HCOAT CEMENT PLASTER 'CURB LAYER 02, FORTIF?$E BUILDIG PAPER\ METAL LATH " THICK, 3 COAT CEMENT PLASTER — 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD WINDOW 5 (FRAME, W/]BAND) SHEATI-IINCH METAL LAT WRB LAYER #I, STUCCO WRAP WRB LAYER #2, FORTIFIBE BUILDING PAPER $" THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD CASING NOTE: IF ZIP 5HEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES f (EXPLODED VIEW FOR CLARITY) ya' GAP T' P° tl-ZLN Nt CASING BEAD PLA TO TR Ir l MET 1X TRI MBER m STUCCO SIDING TRAN ION a1=R I SIDING OOD SHEATHINCx / r.. .. STTUUCCOYLU <� WRB LAYER "I, OSTUCCO WRAP CASING BEAD I:o" SEL DHEREING FLASHING PEEL E STICK SIDING TO S TUC O CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER '1 TI-IER RESISTIVE — BA IER "2 LAP SIDING STARTER STRIP— DO NOT CAULK OR a . -01FAI s SEALANT WINDOW 2X FRAMING MEMBER / / I SELF -ADHERING----------------------- / FL ASHIWs I � WEATHER RESISTIVE �• / \ BARRIER M ' WEATHER RESISTIVE q BARRIER 02 SEALANT 1 0/ b SELF -ADHERING / FLASHING \ r r r r X'�LVD METAL ( NOT CAULK OR SE WINDOW FRAME SEAL OPENING � 6' SIMULATED TRIM MEMBER GAP W/CAULKING 'PROVED SEALANT INDOW FLANGE NOTE: METAL LATH: LATH TO BE PER SECTION I 2X FRAMING R703.1.I / A5TMI G-847-sag, MIN. 2.5 L55. MEMBER PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING WRAP CONSTRUCTION — BET W SELF- HERING Ul DERMTHING SH S TIVE FLASH I ER RESISTIVE RRIER ill TO LAP 1111EATHER RESISTI / 6' MIN. 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ABOVE TOP 'Z" PLASHING W�OD TRIM MEMBER i=-Z BEAD VINYL CASING I Y' X 6' SIMULATED WOOD TRIM MEMBER (W/%, FLEXIBLE PVC / SACKER ROD) \ / / 'SELF -ADHERING HERING ( I i j SHING FLASHINCs \ &MTT HIC1� 3 COAT \1 SEAL AP W/CAULKING \ A SEALANT 1 Nt PLASTER OR D HEATHER RESISTIvE \ '' WEATHER SISTIVE BARRIER M BARRIER M BE AD @) R AI S II i D BATHER RESIST vIN CASING BARRIER 02 (W/fib' FLEXIBLE PVC 17 A BAND (FRAME)ME) SCALE: 1 1/2"=1'-011 BACKER ROD) SIDING TO STUCCO UJEATPER C FRAME TO FRAME TRANSITION j ----------------------------- 8" THICK, 3 COAT CEMENT PLASTER METAL LATH �.4 ° < ,aa 1 BEAD VINYL CA. (WA/g" FLEXIBLE PVC WRB LA-T�k 02, FORTIFIBER 5UILDINO PAPER WRB LAYER 01, VUCCO WRAP, WRAPPED AR ND FRAMING MEMBER lio" L A HESIVE FLASHING EATHING ROD) TAI�,_J)aELOW EXPLODED 1,,):VbR CLARITY ------------- -- -- ---------------- $" THICK, 3 COAT CEMENT Cz BEAD PLASTER WINDOW METAL LATH WRB LAYER "2, FORTIFIBER UILDING PAPER W D SHEATHING WRB LAYER 01' STUCCO WRAP (0" WIDE PEEL E 5TIC OVER FLANGI` E-Z BEAD VINYL CASING (W/3/8" FLEXIBLE PVC BACK *APPLY FULL BED OF SEALANT BE FLANGE E BUILDING WRAP DRAINAGE PLANE (WRB LAYER 01, 5TUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x 5TU000 WOOD 51-4EATI41NG OR 1/16' TIP SHEATI-IINGs SYSTEM (INSTALLED PER MANUE. SPECS.) SELF-ADHESIVE FLASHING — — — — ROD) A R C H I T E C T S esin U1 Inc. LONGWOOD, FL 32750 - PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w Q U w 0 0. D3 a F dLTHDIV. de LOT: CREEKSIDE LOT 42 PR.OJ=T# 04321.000 MODEL: 4EAB "16`72-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXR C A. -Ej�Tjf- 05/21/18 8CALE: 1 /4" 83H ffi, iw Mm F;1 � op3' CUT HO.ISEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER LLD STUD WALL STEP 1 INSTALL 6' SELF —ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 0 NOTE f FL' 5�4ATE f NCB 15 f N5TALL �LEAeE 6 ANU=A TL�e f f=)OCDU6 N5TAL L AT f ON APPLY 2EMBRANE LASHING ER JOINT NOTE: I. It IS THE CONTACTORS RESPONSIBILTT TO VERIFY TH'E COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF —ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. \ 2. INSTALL ALL MATERIALS PER MANUFACTURERS /J) WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT OF WINDOW WITP A R C H I T E C T S DesPinen YOU. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 MO W h W U 4 Ca col W A F A F� ti MGM da LOT: CREEKSIDE LOT 42 PROJECT# 04321.000 a�oa�rs 4EAB "1672—ARIA" GARAGE BMMG: RIGHT PAGE WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXR C ARCHITECT STATE OF FLORIDA -\ m svuo is nA�TE:: 05/21/18 tSCAL�: 1/4 10=1' - 0" C- .: M : _% 2x& 5U5-5AND W/I "x4" NOTCH a END, WRAPPED IN PF;::L 8 STICK DRIP EDGE -1/5" TEXTURED FINISH a WOOD 1/2" TEXTURED FIN15H a CMU I\ I\ I` I` I ` I ` I ` METAL FASCIA \ WRAP Y8" FROM ` STUCCO, I" FROM \\ WOOD WALL \ EXTERIOR WALL ` \ (FRAME OR CMU) \ \ NOTE: NOTCH FOR 2X& SUB BAND ONLY �\ I ��LEV�TION \ METAL FASCIA WRAP 2X6 SUB —ROOF KICK OUT REMOVED \\ FOR CLARITY 'ROOF DECK (BEYOND) ` DRIP EDGE, I" OFF WALL Jz_Il� (NOT INTO STUCCO) - FT/5" TEXTURED FINISH a WOOD, 1/2" TEXTURED �i FINISH a CMU 2x6 5U5-5AND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB SAND 2" OFF WOOD WALL 1/8" TEXTURED PINI5H 0 WOOD, 1/2' TEXTURED PINI5H * CMU AL LATH SHEATHING WRB LAYER 01, STUCCO WRAF(PRANS ONLY) WRB LAYS=R 02, PORTIF15ER BUILDING PAPER (PRAMS ONLY) ROONNG CEMENT DRIP EC)GE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 °x4"x4' -m" SCABBED TO TRUSS W/126 NAILS �o"-5" O.C. MAX. 2x SUB -SAND W/lY"x4" NOTCH a END METAL FA5CIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB 13AND DETAIL (aP WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL s 5TICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL PLASHING, WRAPPED MIN. /4" ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND W/1Y"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y U W 0 w A q str�rary aIe LOT: CREEKSIDE LOT 42 PROJmCT�ji 04321.000 MODEI.a 4EAB 1672— ARIA" GARAGE BWMG-. RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ape; 05/21/18 BCAuc: 1 /4" =1' - 0" 8EMET ilo