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HomeMy WebLinkAbout6783 Ezra Loft Pl99 1828-4EBB-CAL199. Ai,� CORK SHAD. �c�i-y W{TH P{�EVA{LING CORKNG COD , CHODYRHIEL{-S NATION- E AND THE C►1Y ®F ZEP 0RD{NANCES HOMES !E '� 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) ABV. ABOVE MFR, MANUFAC DRER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION ARCHITECTURAL SHEET # DESCRIPTION •FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. ADJUSTABLE M.T. METALTHRESHOLD DR HORTON HOMES •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES ALT. AMP. BD. CL ALTERNATE AMPERAGE BOARD CENTERLINE MTD. MOUNTED MTL. METAL NTS NOT TO SCALE O.0 ON CENTER PG Cl-COVER SHEET PG GN— GENERAL NOTES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL., GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH .EXPOSURE - B CAB. CLG. CLR, CONC CPT,CARPET CT. D. DB L. D.G DIA. CABINET CEILING CLEAR CONCREE CERAMIC THE DRYER DOUBLE DUAL GLAZED DIAMETER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PLT PLATE PLYWD PLYWOOD PR. PAIR P.T. PRESSURE TREATED R RISER RM. RADIUS R.A.G. RETURNAIRGRB.L PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-MECHANICAL PLAN PG Dl—DETAILS PG D2-DETAILS •I —STORY RESIDENCE — DIM. DIMENSION REF. REFRIGERATOR PG D3 PRODUCT APPROVAL •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DISP. DP. DISPOSAL DEEP ftA. R R.D ROUGOOM H OPENING PG WA1-WALL ASSEMBLY DETAILS AND STATE CODES DR. Ds DTL. D.W. EA. DOOR UT DETAIL DETAIL DISHWASHER EACH S.C. SOLIDCORE.EXFDR S.D. SMOKE DETECTOR S SET sxeEr SHTHG SHEATHING PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED • STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CAI,C. S LIVPJG 1525 50FT CARE 43050 FT, ROLAND A. ABOUCHACRA ELEV. ELEVATION SILK SHOWER EQ. EQUAL SIM SIMILAR EXH. EXHAUST SL. SLIDING PG WA6-WALL ASSEMBLY DETAILS AR No. 93723 ENTRY I6 50 FT. LANAI w50. FT. EXT. F.G'FX. F.G. EXTERIOR FIXED GLASS FUEL GAS SL. GL. SLIDING GLASS STD STANDARD SWS SHE WALL A.B. DESIGN GROUP TOTAL 2362 60. FT. FIN. FLR. FLUOR. FINISH FLOOR SECTION TEMP, TEMPEREDGLASS THK THICK 1441 NORTH RONALD REAGAN BLVD. DR. FRENOHSDOOR TOC. TOP LONGWOOD, FLORIDA 32750 FTG GA, FOOTING GAUGE TOP. TOP OF PLATE T.O.S. TOP OF SLAB Tel: (407) 774-6078 GAR DISP. G.F.I. GAR BAGEDLSPOSAL GROUND -FAULT TYR TYPICAL UN.O, UNLESS NOTED Fax: (407) 774-4078 GL. GYP. BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE V.P. VAPOR PROOF W. WASHER STRUCTURAL SHEET # DESCRIPTION PG SI—FOUNDATION PLAN PG SIAA—DETADS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN H.B. HOSEBIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR. HEADER WDW. WINDOW HOT. ORFIT HEIGHT W/H WATER HEATER TNINSULATION W.I. WROUGHT IRON INT. INTERIOR EAV. LAVATORY LUM. LUMIgouS M.C. MEDICINE CABINET DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET1 ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAIL BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBH.ITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmup.wrn L AA #: 0003325 F W ti w F w `A 9 ti w a 9UDDIV. de LOT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B ARCHrrECT STATE OF FLOPoDA 2. DATIM 01/18/19 scALE: 1/4"=1'—O" 9FIEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOM'LIANCEWITHTHE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUTTHE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, USTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1J/81NCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 KM SHEET STEEL 1-MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPEN NGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, TH E STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. .w SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTIUTIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95 % MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBERCONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAIUNG SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DI MENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT .SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %-AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICETO GIVEA MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /¢' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPUED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESOMES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT UMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROURS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) J. N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.wm AA #: 0003325 A F N h w h W a _LLJ SLTHDIV & Zo SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL• 4EBB 1828- CALI" UAMAGiE SWING_: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DATE: 01/18/19 SCALE: 1/4"=1'-O" SHEET GN LANAI VI NG OM al v_v CLG. 8R 10'-0' 0 0 I 6068 SGD. OWNERS a? e SUiIE s -- ---- B,-&,CLG. - DINING ROOM 2X8 B'-e• cLG. 4'-4' AI 6'-6' `r UI I'-10' 8'-0' _ M C. IR-ISH I I � 0— �----_, „) LJ'OWNER'S b36 — — — sl W.LC. m eBa H 36'x60' CVF� SHWR PAN 2 b36 KTTCBEN cl IR-ISH 3- 6W2'- LAUNDRY ------° B.-VMI.03 RANGEB 6'-8--r 2'— -- 0 Q vRCN BEDROOM #4/ 8'-$, CLO. o, s �m G IIV I-0. ry 2' '10 romB 'r' IIIi 01 3'-4' 4'-0' IIIi=s� NY0 dmd) )W r -:— I BEDROOM#3 a0BAB tY M. O 3 -4 6 -8 3l-g8 l " II I I —ATTIC I Jj L ACCESS BOLLARD— AS REQ. B 0-' L> >Ilf N PER BLDG. CODE AI I I m BATH #2 6 1 is 8' 8 CL& 11 GARAGE �? V. FOYER BEDROOM#2 m 3068 WW/ 8-8'CL& ^. m 36'XI0' 1tiL TRANS. IN ENTRY I e e'.r CLC 0 ARCH (2) 3052-SW EGRESS 3'-10 2'-8' 16'-0' 2'-8' 10'-2' 3'-10' 14'-0' 4'-4" 21'-4" SQ.FT. CALC.S LIvING 1826 SQ. FT. GARAGE 430 5Q. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTdL 2362 SQ, FT. COWONXAND CLADDt WDLOADS BWC NM SPOSUE FOR S BEM D OLBIB OPENGII SQUARE ZOHE E0 WHIW OA IEMM AND TYPE FOOTAKE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWMG 18 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/415 CRITERIA 160-10 O.W.D.112 5 20.4/-22.T BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOL DATE ZO3 r ��c DEL. TOP PLATE 0 m lk BAR DETAIL (-A SCALE: I/2'.I'-O' ARCH DTL. B SCALE: 1/2 . I'-O' FLOOR PLAN SCALE: 1/4' . 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND IRE51DENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 w .abdesigngmup.wm AA #: 0003325 F W h W a w z 0 F W A ti SUHDIV. & LOT: SILVERADO LOT #48 BLK #6 PROJECT* 04128.002-48061 MODEL• 4EBB 1828— CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B ARCHRECT. STATE OF FLORDA ®81® Dp � 01/18/19 SCALE: 1 /4"=1'— 0" SHEET Al SHINGLE ROOF 8'-8' BRG. NGT I6 H-19'-O' E;LDG. HGT. LVII UIYALENT DNG AS IED ZE ,'TYP.) 1 (TYP-) x- — r Wa ' ■■ ■■ 1 ■■ I —I I —I I —I I —I II 5AND (TYP.) IN ON] MEN ■ -.. 1�1 I�II� �.�.�Il�lp�l -.A FRONT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE T 1�6 OFF RIDGE VENT AREAOFATTIC = 23 Sa FT. NETFREEVF3 LATTON AREA REQUIRED = 1/300 REOUIREDVEIRIIAODNAREA = 2E /3W = 7m VENTRATION AREA X SO. INCHES PER FT. I1411 = UX7250. IN. MIN. REQUIRED VENTILATION = .5X U302 IN TAPER PORTION OF AMC - 5036 SO. IN. OFF RIDGEVENTI-AOON AREA = n550. IN. FERVENT 56736 /11S :OF VENTSREQIIIRED = Am3 ALI OF VENTS PROVIDED - 5 *AREA OF ATTIC ISTHE FERIMFFER OF THE HOUSE, LESS THE OVERHANG (E)CERIOR OF WA TOEXII300R OF WAU- N O OVERHAN 6 INCWD®I OFF RIDGE VENT HGT. oV-8' BRs. HGT. ll� A EADI ❑❑ I 4B 0'-0' FIN. FLR _� _ _ I I_ O'-O' FIN.FLR MIN. 4' GRD AE 1 I`TIN. 4' GRADE REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH R3. HGT. 0'-O' FIN. 'A _—_—_—_—_—_—____ ___—_—_—_—_—_—_—_—_—_ G DE LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 6-8' BRG. HGT. , 7 F-1 V O'-0' FIN. FLR. M O' GR D —- _—_—_—_—_—_—_—_—_—_—_ _ _—_—_—_ _ _ _ RIGHT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH }_8'-8' BGH R. GT -0. - -------- L--"'O -'-m— FIN_ I 4 1-0'4 I I I I a e I DECO. DTL. A SCALE: 1/2 - I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdeslgngroup.wrn AA N: 0003325 W h w O y sA 9 9L7HDIV. & LOT: SILVERADO LOT #48 BLK #6 PltOJLCT# 04128.002-48061 lSODEL' 4EBB "1828—CALI" GARAGE SWING* RIGHT PAGE: FRONT,REAR LEFT, RIGHT ELEVATION "C" 150 MPH EXP. B AFiCHTECT, STATE OF FLORIDA DATE: 01/18/19 SCALE: 1/4"=1'-0" SHEET A2C ELECTRICAL LEGEND SYI'L DESCRIPTION 6t TANDARD SWITCH -4 -WAY SWITCH -WAY 5WITC14 IMMER SWITCH bV514 BUTTON SGONNECT 7 HEFRMOSTAT -e INGLE RECEPTACLE (125V/20-AMP INGLE POLE) IOV DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUP7ER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) MERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUP7ER) IOV 0UADPLEX RECEPTACLE ® 10V DUPLEX IRECEPTACLE (BOOR OUNTED) 20V RECEPTACLE (4 WIRE CONNECTOR) I-Q L MOUNTED LIGHT (LING MOUNTED LIGHT =ENDIENT LIGHT LOOD LIGHT AALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SQ FT.) 229 3 BULB LIGHT FIXTURE °r=°4 4 BULB LIGHT FIXTURE BULB LIGHT FIXTURE S' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 7c4' FLUORESCENT LIGHT (RECESSED) 0 k4' FLUORESCENT LIGHT (SURFACE OUNT) k4' FLUORESCENT LIGNT(RECESSED) O ECESS LIGHT •RECESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OR OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) LE METER I I ATI ) Ho -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) G MOUNTED FAN 0 FAN (I CFM PER SO. FTJ le JACK 0 DETECTOR (CEILING MOUNTED) ® C MONOXIDE D C OR CEILING MOUNTED) IMES ® MOUNTED OUTLET FOR GAR -AGE OOR OPENER N V JACK -E B PORT NOTES: • LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE-CON57RUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND MOT ON KITCHEN CIRCUIT) • DI54.UA5HER DISCONNECT TO BE LOCKCUT IN PANEL • BATHROOM EXHAUST FAN TO NAVE MIN CAPACITY OF 50 CFM INTERMITTENT PER TABLE M501A OF FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • AI AMPS 4lA I g •',P D BY II D R AND 75% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FJ3L. ENER.'.aY CONSERVA7ICN (TSIDENTIAL ENERGY EFFICIENCY) 2011. 6U'1 EDITION R404J CEILING NTD. LIGHT TO BE INSTALLED, PRovVE J-BOX FOR OFT. FAN ----------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' (III®aIIIIII�E��Oo IIIIO�................. .................�© ®0��00 00��00 ®00�00 00��0© mo�L�.' '�II�• 1111111�© Eilllllll�'�_'�l��o© NNW 0 m SEIM PROVIDE 3-2/0 CU, THUN - 1% CU IN 2' CONDUIT OR 3 •4/0 AL, THUN • 1.6 CU IN 2' CONDUIT. ETER LD •ERIFY (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. CCMBINATICN SERVICE I50 AL•1P DISCONNECT SWTTCHI AND 120/240 VOLT GE?,lEFZA- NOTES; M ELECTRC METER IN I PHASE A ELECTRICAL MATERIALS MID INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WM4 ELECTRICAL PROVISIONS OF THE FBCR 61H EDITION 12 IM LOCAL CODES, AND ALL LOCAL POWER COMPANY REOUIR9`ENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS BOARP MGB NOTED OTHERWISE POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 00/240 VOLT, I PHASE SECONDARY- ELECTRCAL SERVICE. PROVIDE 3'1 COPPER (CU) IN 1-1/7" DIA SCHEDULE L0 PVC CONDUIT OR PROVIDE 3 -2/0 ALLMNUM (A-) N 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. E 11•I'ICH7 SERVICE I ( I I Ec- EIR-ENT N510N ENTRAw-e SERVICE ENTRANCE LATER T-blEM BONDNG TERMINAL AT LOU VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCFETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITIONEDIFi_1ION (2011). 5/S" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 W W W.abdesigngroup=m AA #: 0003325 w V w 0 W A F W f 0 a 9tmDIV. & IAT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. H DATE01/18/19 SCALE: 1 /4"=V— 0" SHEET E1 2' VTR' KITCHEN VTR SINK W/ IR• AA AUTO VENT I ro�� �Z, 1/2' i 1 1/2•��.IgI a li--I 1/2' r � r 1 1/2' R 2' TUB 1 LAV 1 2 1 1/2) LAV 1 2 WC 3 3' I 3• 3• 11/2 SHWR 1 2' WASHER 2 TUB CO 4' 4' TO [AN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 - V-ID' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Www.andesigngmup.wm AA#: 0003325 F W h V w 0 R y A Fi 44 W r G 0 L J sysDiv. as LOT. SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL• 4EBB 1828- C ALI" GARAGE sWIMG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B ARCHr ECT STATE OF IV, ROUJIND A. ABOU CRA AR NO 93723 DA A� 01/18/19 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION 12011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA'BOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, HS ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (201-1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO I"FC, RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECN DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN i LIGHT O/A OUTSIDE AIR Q THER'MOSTAT M PASS-THRU AIR GRILL NOTE: ALL I-IVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILRJG O O EXTERIOR WALL PLENUM T 1 AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB �5XI 1/4' SNT. MTL. 61—R=WS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVG CONDENSATE DRAM LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD c 12' FROM STRJCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL G.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPT[/SPEC nFL00R SLAB CLEAN -OUT (TYP. ) �/ NT FIN. GRADE OR PAVING SEE SPEC. 1'-81X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.PE. ELEVATION. MECHANICAL PLAN SCALE: 1/4 = P-O' Do 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774fi078 FAX: 407-7744078 www.abdeslgigmup.wm AA #: 0003325 W m w 0 w .y 0 F w a F 9U7iDIV. & ZM SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL• 4EBB 1828- C ALI" GARAGE BWXrfG- RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. H ARCHITECT WAS Dp• Ol/18/19 scALE: 1/4"=1'-0" 311EET 1VI I 2X4 TOP PLATE PER FLR J. - PLAN PRE-FAB TRUSS 1/2' CLG. BOARD DRYWALL 1�1 2X4 WOOD STUDS a24' or- SLAB 0'-O' FIN FLR IVV1C: .71 UL .Z� IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a)TYP. INT. WALL (NON-BRG. ) D1 SCALE. 3/4'.I'-0' FIBERGLASS 5HINGLE5 OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON 1' OSB. 5HEATHING OR;'COX PLYWOOD SECURED PER FASTENER SCHEDULE eo PRE-ENG TRU55 MTL. DRIP EDGE 2x FASCIA PER I'-m' ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 5/8" GYPSUM EL OR 1/2, HIGH STRENGTH CLG. BOARD V IH. bLtt YC, D NOT CUT PE BOND BEAM 50LID GROUT W/ (I)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS Za PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.F-0' SEE ENERGY CODE FOR-15 INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION '--R-4.1 INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES r— SPECIFICATIONS I I r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.C. 8' CMU 1/2" GYP. WL. BD. - WOOD BASE — V-0' FIN FLR _ a a. n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' 0.55. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU55 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n TYP. WALL SECTION OPG NOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 212 TO 1 THAN 111 A (j:)1- STORY HIP BLOCK WALL (2) LAYER IINDERLAYMENT SYSTEM 1 SCALE: 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22/a TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 11LLK NO L!LL MDLK f �' RG !IFFY£ RaR vAe LK In• atP. uL eo. L�Llwee zB GAS LINE THRU BLOCK Wrx[. yr-r-e FIBERGLASS SHINGLES OVER-30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1-I ON I}' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 0' TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS U,EEP ED SCRE 2. P.T. SECURED PER STRUCTURAL DETAILS unoo JAMS PER FRooucT CAL.V. OtEEL .AD � ODOR AFFROVAL R2 AIKTICAL TRACK I' MB1 BT OIN BY HALF. FAETEMM TO OLMIE TRACK BRACIMTO mcal W/ FR37C= APPROVAL REQ �� GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS � STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE -ENS WD. TRUSS CONT. 2x RAT RUN SECURED PERZ� STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/5' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COATS PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 0'-0' FIN. FLFI L ,- 81 CMU n W/ WINDOW OPENING ti R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24" O.G. 1/7' GYP. WL, BD. WOOD BASE FIBERGLASS SHINGLES OVER ^30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ION B TYP. WALL SECTION NO OPENING (5-�1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-C' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngmupxom AA #: 0003325 WV h v w 0 y A F 9UHDIV. & I.oT: SILVERADO LOT #48 BLK #6 Pl¢OJECT# 04128.002-48061 MODEL• 4EBB 1828- C ALI" GA72AGE 8TNING: RIGHT PAGE: DETAILS 150 MPH EXP. B ARCHITECT: SATE OF FLOR�DAOF FLORDA R A AB CHACRA AR NO 93 23 Dp� 01/10/19 SCALE: 1/4"=1'-0" SHEET D1 n 1 WWI' A -BOLTS 4' EMBEDMENT MIN W/ 2'X2'J4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR H IN JOINTS PRIOR TO FILL 0 B IS O SECURE 7x4 ON FLAT TO BLK W/ CUT NAILS. SIDES, 2X6 GARAGE DOOR BllCK W/ (5) OA )JW' A -BOLTS 4' EMBEDMENT MRL W/ 2'X2'M: WASHER AND NUT 12 SPACED EVENLY FROM FLOOR TO GARAGE DOOR WOR IN JOINTS PRIOR TO FILLING. I-2X6 F'T BLOCK o CENTER OF DOOR HEADER W/(I))9XW J-BOLTS WO 4- EMBEDMENT W/ 2'XJ'>4' WASFEIR AND NUT. �O NOTES, ALL ANC44OTS SHALL BE IN ACCORDANCE T O MANUFACTURERS INSTALLATIONIRSTfaUCTIONS WHERE LL SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR i BUCK ATTACHMENT 6G,LLE� N'.f-UD' B' GMU J2' DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR V4 X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +3/4 OR +5/4 �\ W'NOT Al.CK +3/4 OR +5/4 SCALE: N.T. 2X4:® SECURE TO BLOCK W/(,' TAPCON5 OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%• TAPCON5(MIK eqANK SIZE .145 MIN. HEAD sinMbo MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 8' CMU IS' O.C. MAX SPACING. V DRYWALL 2X8:® ❑ I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%- OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 DOOR JAMB OR WINDOW MIN_ EMBEDMENT 1 Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18. O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1/2" WINDOW TO BLACK +1-1/2" " SCALE: N.TS. 2X4m SECURE TO BLOCK LOK W/ TAPCONS (MIN- SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi J WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2Xr'— SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Y,' TAPCON5 TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4') LA v DRYWALL WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING. VX4' OR 1'X2' P.T. NAILEF 2X8:® ❑ SECURE TO BLOCK UV2 -�%' 7(S' OSB . X d' MIN. TAPCONS (MIN. SHANK 61ZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END J MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-15//16' %1 WINDOW T'0 BLACK +1-15/i6" SCALE.. N.TS. 2X4:® SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6— SECURED THROUGH SECURE TO BLOCK W/2-34' NON-STRUCTURAL fir,' TAPCON5 TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CMU WITHIN 8' OF EACH END 4 JS' DRYWALL 18' O.C. MAX SPACING. 2X8s� ❑ I'X4' OR VX2' P.T. NAILEF SECURE TO BLOCK W/2-Y.' OOR CASING TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +2 1/4" �T11 WINDOW TO BLACK +2 1/4" " SCALE: N.TS. 2X4— SECURE TO BLOCK W/6' TAPCON6 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t 15' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6— SECURED THROUGH SECURE TO BLOCK W/2-%•NON-6TRUCTURAL %' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 B: r1mu MIN. EMBEDMENT I Y49 X1' DRYWALL WITHIN 8' OF EACH END 1 I'X4' OR I'X2' P.T. NAILER I8' O.C. MAX SPACING. ❑ 2XS� SECURE TO BLOCK W/2-%' . TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END J ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ' DOOR JAMB TO BLACK +3" %Z WINDOW TO BLOC +3" SCALE: N.T.S. 2X4_ SECURE TO BLOCK W/ i(y' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6_ SECURED THROUGH SECURE TO BLOCK W/2-W.' NON-STRUCTURAL /6' TAPCCNS(MIN_ SHANK SIZE TAPCON MIN. 1-Y4' J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CMU WITHIN W OF EACH END 4 •DRYWALL IS' O.C. MAX SPACING. 2X8:® ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-'%' 2ND 2X SECURE TO TAPGONS(MIN_ SHANK SIZE STRUCTURAL MEMBER .145 W/C2)12CI WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3" WINDOW TO BLACK +3" SCALE: N.TS. 2X4Gm SECURE TO BLOCK W414' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3.' SECURE TO BLOCK W/I-1/4' TAPCON MIN. I Yi TAPCONS(MIN. SWANK SIZE EMBEDMENT INTO BLOCK- .145 MIN. HEAD 51ZE 300 81 CJ"6J MIN. EMBEDMENT I Yi) Y2' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8� ❑ SECURE TO BLOCK W/I-1/4' J{6. OSB. X 4' MIN. TAPCON5 (MIN. SHANK SIZE .145 DOOR CASING MIN, HEAD 51ZE 300 MIN. EMBEDMENT I 4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3-7/16" G WINDOW TO BLACK +3-7/16" SCALE: N.T.S. 2X4— SECURE TO BLOCK W/Yi TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 N E: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6_ SECURED THROUGH SECURE TO BLOCK W/I-I/4' NCN-STFIICTURAL' T TAPCON MIN, 1-Y1-Y4'IMIN. SWANK SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 i's'J 8' CMU WITHIN W OF EACH END 4 V DRYWALL IS' O.C. MAX SPACING. ❑ 0<4' OR 1'X2' P.T. NAILER 2XS— SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SWANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IX, DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLACK +3 3/4" SCALE: RTS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 Www.abdesigngmup.mm L AA #: 0003325 F W h v W 0 F U W C F a F 9UHDIV. Ce --r SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL• 4EBB "1828-CALI" GARAGE SWUM: RIGHT PAGE: DETAILS 150 MPH EXP. B N ,n ROLAND A ABOUCHACRA AR NO 93723 J DA � 01/18/19 19CALE: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 27325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 24253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2027 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.2 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS 15 A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILD ING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdesigngroup.wm AA #: 0003325 F W Wh V w may. O U h a F 9UHDIV. & I,OT: SILVERADO LOT #48 BLK #6 PT90JECT# 04128,002-48061 MODEL• 4EBB "1828-CALI" GARAGE 8KiN0: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. H DpTqT 01/18/19 scAim 1/4"=1'-0" SHEET D3 PFEFOR"ED CONTROL JOINT � FLANGE OF CONTROL. JOINTS TO BE UIRED TIED TO LATH • S' OL. MAX (VERrJ NFL DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED . 1' O.C. MAX VERTICALLY I }' THICK, 3 COAT CEMENT \ PLASTER WI® LAYER Fl, FORTIFI-11 BUILDING PAPER APPROVED METAL LATH FASTENED -1' (VERTJ OZ. MAX AT SUPPORTS U1RB LAYER -1 STUCCO lilt C OD LATH SHALL NOT BE CONTNUOUS twROUGH CONTROL nitt nin. JONTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO S' T)0.14 FROM C424TROL JOINT \ CONTROL JOINT FALLS ON STRUCTURAL BTl1D N NOTE: I. FASTENERS FOR LOTH TO BE NAILS O\R � / STAPLES N COMPLIANCE W/ASTM G1063 2. WIRE TIES TO BE (NO. 18) 00415' WIRE / L 3. BLOCKUY.a $WOLIN MAY BE N ADDITI \ TO WALL STUDIO REQUIRED PER PLAN n"M" TYPE CONTROL JOINT OLraLD NlvIO. rt.A ®"ao OL FOLD NUAfaD . fR. A 2. c1QAM • rt. B A gRAGE . rt. c d+NALE IlOGPNG� DRIP F1X+E, OvpaLAP !_, IXIETID N' BELOW 4' LY AHEAT O, aIaNIOAL FAATEN 4' L. MAX OLFOLD NYAFD . rt.A 2. aeAEe . n. B FQD b ® L FOLp NLLala . FT. A 2. cl�aeE . rt. e 4 FOLD PT. C Ort. B TILL FT. c TOUC4JCW $G DOI'T(XlrLarr>t r� r' r R'WE WATER Tiril(I SEAL. FOLD, 22 IYQL art. d' THICK, 3 COAT CEMENT PLASTER rFRM'E). -2 COAT Ct2iENT MAOTER (Q ) WTI LAYER 7, FORTIFIBER BUILDING PAPER IDRN't a r) URB LAYER 9, STUCCO IUP!AP rRe.9-! O Y) L— LATEM OP dYLD WS LLRAr C/fPe NALAILQF FLMIri.&TOP 6'�+rrlt! iFRMe a Y)Y) awehe aR Owl ExrElelQla W6 WALL FLANIND =1-wac-art FLAtlING rsEE . NlTALL Kla(a!1 AT pOTTa1 OF 1 WALL NT131EEC1IRN APPROVED BUILDING WRAP LAPPED A ROLLMINIMUM OF SHALL. -V VERTICAL b' • VERTICAL LAPS (ROLL 4' 4' SELF-ADHEFBDG HEUY WOL15 FLA (COMPATIBLE W/ NOUBE ENDS) A 6' HORITO LAPS. MA WRAP MATERIAL) OVER ALL B7�-7 TAPELx LATH VERTICAL LAP TO BE I' APPROVED HOUSE U1RAP. WITH FTAP FLASHING TO EXTEND ONTO PIPE I' OR LE99 PIPEWx6' SELF-ADHERNG MEMBRANE PENETRATION 'i FLASHING (COMPATIBLE W/ HOUSE U.RAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED L LATHOUSE WRLAP. FLAONITY TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF METAL LATH SELF FERMG MEMBRANE CUT AND OVERLAP ONE SIDE OF IT FLASHNG FLASHIN STEP MI STEP "2 SRELF— _ ERING MEMBRANE U1RB LAYER -4. }• THICC, 3 COAT CEMENT LAYER 1, 7URB STUCCO URAP I PLASTER STUOL'q UIRAP STUCCO, METAL LATH rnn Pswerz LaP BELPg r+Lr I WRB LAYER 4, FORTIFIDER AIIIII5e MUL LAYER 4, FORTFIBER BUILDM3 PAPER LAYER -2. FORTU'BER \ BUILDING PAPER BUILDR4G PAPER METAL LATH Ull LAYER •1, 6'x6' SELF-ADLERNC MEMBRANE STUCCO WRAP _ FLABHMG OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING. OVER APPROVED UIOOD SHEATHRYs STRAPS, 6TAPLEB)AB AP HOUSEIDKa_ REQUIRED SECURE TO EXTEND ONTO PIPE PIPE/ RARE TO FRAMRYs 4'x4' SELF -ADHERING MEMBRANE FLASHNG OVER APPROVED I IN L— HOUSE II.RAI-. FLASHING TO EXTEND ONTO PIPE 2 APER LAP SCALE: I ".-I'1 ® KIC KO UT DETAIL WATB! T16HT —1e OR !OLDERQ Nwra VN QIV) VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPO OF METAL PLASTER BASEB SHALL BE SECURED TO FRAM NG MEMBERS, THEY SHALL BE TIED BETUIEEN BUPPORre WITH 00475-IN. (UI-MMJ WIRE AT INTERVALS NOT MORE THAN S' (225-M-I). AS PER A5TM CI063 19J. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED WA40USE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK _-a Uk= SHEATI BUILDI PAPEF OTUCC, HORIZONTAL LATH & PAPER DETAIL L1) 5 N.T.S. WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASI-IING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SI-JINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING V CGNT. BEAD OF SEALANT INSTALL APPROVED HCUSEURAP AIR WILTRA71ON BARRIER OVER 6HEATHNG ELASTOMERG COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R7 .7 nn E.tenor use of poftlantl cement ph — shall comply with the appllratnn requirements of ASTM C K&12A. Installation of ..t.ri., lathing and framing shall comply with ASTM C 1053-12A. TRAT I LEGEND DRAINAGE PLANE (IURB LAYER #I, STUCCO WR,4F) WRB LAYER #2 (PORTIFIBER—'—'—'—'—'— BUILDING FAFER) METAL LATH x—X—x—x STUCCO SELF-ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-0'3, MIN. 2-5 LBO. PER SQ- YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFECII=ICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-774-6078 FAX: 407-774-4078 ~v.abdesigngwup.wm AA #: 0003325 V w z O 4 a y W 4 C ti atmniv. & M744 SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL- 4EBB "1828—CALI" GARAGE 8WIIQC1: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B sm 01/18/19 SCALE: 1/4"=1'-0" aHEET IIN WAS INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING+ TO BE: I. BOTTOM, 2. SIDES, 3. TOP I':: X: VENT GAP 19 TO BE SET IN BED ._. X: OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL I I YXY JOINTS AND INTERSECTION5 I- APPLY SEALANT AT PERIMETER OF BACKER ROD ( NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,)'4* CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application "X. requirements of ASTM C 92' 12A. j Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER M, i� STUCCO WRAP ;j HOODED VENT d' THICK 3 COAT CEMENT -. PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WOOD SHEATHING: G A DRYER VENT ( FRAME) WOOD SHEATI-IN& WIRB LAYER -1, STUCCO WRAP WRB LAYER 4, FORTIF15ER BUILDING PAPER WOOD COVSTUCTICN .. —METAL LATH a' CMU x YINTL CASING BEAD RAISED BAND Y ; X' TO1S HID-U ALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH xxx—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1,1 / ASTM C-847-09, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FIN15H 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING: UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I &' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SF"ECSJ BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METER FIELD VERIFY LOCATION r — _ — 7 VENT PENETRATION 1-1 SCALE: N.T.S. AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT .ASTER T/e' TO )e' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME APPLY STUCCO SCRATCH GOAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM / ­==^ DTI ­ `JR SIMII LAR APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION GUT OPENINGS IN APPROVED 1-101,15EWRAP FOR BOX INSTALLATION WR8 LAYER 01, 5TUCCO WRAP WOOD SHEATHINGS APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 M GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTER5ECTIC WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FtN[GW .TWO D -FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX 7b' TO 3S' MID -WALL WEEP _GREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYRYa V FINIaH r MASONRT �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP #1 STEP #3 STEP #E� STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 w 8 W O 4 0 A 4 r W W O S W O L A SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL- 4EBB "1828-CALI" GA12AGE BVING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT- STATE- OF FLOPoDA ROLAAABOV I PH DATE: 01/18/19 SCALE: 1/4"=1'-0" 81-MET dd A2 EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER fl, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER e2, FORTIF15ER - CONSTRUGTION BUILDING PAPER PRE-ENG'D TRU68 js' HAT CHANNEL J' THICK, 3 COAT CEMENT WEATHER RESISTIVE W/%' TYPE 'X' DRYWALL PLASTER BARRIER "1 6' SAR • TOP OF WEEP SCREED WEATHER RE515TI VE - TO SHEATHING BEHIND WEEP SCREED BARRIER e2 4' POSITIVE DRAIN }' THICK, 3 COAT CEMENTS RIES WOOD SHEATHING WEEP SCREED PLASTER _ METAL LATH WRB LAYER fl, STUCCO WRAP -- WOOD 5HEATHINCs THICK, 3 COAT CEMENT PLASTER 6' SELF- ADHERE ING AMf,&-LLFX-IW CUSTOM CAPIhj',BEAD FLASHING WRAPPED ` i `' • TOP OF WEEP SCREED i --� M TO SHEATH( BELOW -- \ WRB LAYER fl, X=� LLRAP STUCCO � I � 4' POSITIVE DRAM WEEP SCREED WRB LAYER -2, FORTIFIBER NO GAP IN FIELD BUILDING PAPER (5HOLN FOR CLARIFICATION OF -"-""""""""-""""""" i 11 SEPARATE ACCESSORIES ONLY) 6' SELF -ADHERE( WRB LAYER fl, f FLASHING WRAPPED STUCCO WRAP • CORNER OF CANTILEVER AMICO A1166-WFWC-180 ' 4' POSITIVE DRAIN I CUSTOM CASING BEAD %2 WEEP SCREED NO GAP IN FIELD (5HOIW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. SCALE: 1 1/2'-1'-0' 10 A NOTE: METAL LATH: LATH TO BE PER SECTION fR103.1.1 / 45TM G - 84-1- 09, MIN. 2.5 L BS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFIGATIONS) - WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER fl 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER "2 VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'XDRYWALL METAL LATH W/iEXTUREP 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD - WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOLLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER fl WEATHER RESISTIVE BARRIER ei VINYL CASING BEAD i' THICK, 3 COAT CEMENT LA PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH THICK, 3 GOAT CEMENT HEADER/BEAM VINYL CORP. 4' VINYL CORNER BEAD P061TIVE DRAIN WEEP SCREED VINYL CAS( BEAD NO GAP IN FIELD (SHOU,N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DEIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL d' THICK, 3 COAT C PLASTER 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER #I, STUGGO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH X X X x STUCCO SELF-ADHESIVE FLASHING FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK - DRIP EDGE TO DECK I J'XI P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS ' WATER PROOFING let LAYER (2 LAYER PEEL STICK) WRAPPED FROM r BALCONY DECK TOm.veeo. CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK, I J4'XI Y4 P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Ya' GAP FOR BACKE�/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/a' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ]' THICK, 3 COAT CEMENT PLASTER 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y4' MIN. SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER fl WEATHER RESISTIVE BARRIER e2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT,)=' MIN. SPACE FROM DRIP FACE TO TREX VINYL CAST BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER fl WEATHER RESISTIVE BARRIER -2 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD J NO GAP IN FIELD (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER ' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a 7' O.G. MAX. WRB LAYER #1, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (14CORNERA BEAD C FRAME 2 112" —ter CORNER BE (FASTENER 4 SPACING a '1' O.G.) CMU 5/a' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK Ya' GAP FOR BACKER ROD 4SEALANT VINYL CASING DEAD WATER PROOFING \lot - LAYER (2 LAYER PEE 4 STICK) WOOD SHEATHING WRB LAYER fl, 6TUCG0 WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH ---------- THICK, 3 COAT CEMENT PLASTER 6'SELF-ADNERING— FLA5HING DRIP GAP WINDOW FLANGE 7LUMN SHEATHING FATHER RESISTIVE AR�RIER fl =AATER RESISTIVE ARRIER'2 -EEL J STICK I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Yi' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,JS' MN. SPACE FROM DRIP FACE TO TREX PEEL 4 I $XI K' P.T. OR 91MUL, WOOD (TREX) FILLER, CONTINUOUS Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODRED 90 3/4 RESILIENT HAT CHANNEL 5/5' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER fl (LEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF I J2'x3' 'L' FLASH( FULLY EMBEDDED IN ROOF CEMENT 1 J4' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP WATER PROOF( let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED VINYL CORDER BEAD / (SHOW FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WRB LAYER'1, FORT( BUILDING PAPER — METAL LATH J' THICK, 3 COAT CEI' PLASTER 6'5ELF-ADHERING FLASHING DRIP GAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED aJ' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WINDOW FLANGE 15CASING BEAD C WINDOW B (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Www.abdesigngmup.-m AA #: 0003325 I't z 0 4 a A F C Stmniv. 8e LOT: SILVERADO LOT #48 BLK #6 PROJNCT# 04128.002-48061 MODEL- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r ARCHrrECT- STATE OF FLORIDA to ? — A-1 DATE: 01/18/19 SCAI M 1/4"=1'-0" SILENT WAS WOOD SHEATHING WIRE, LAYER "I, STUCCO WRAP —� WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP GAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER *I, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 METAL LATH (EXPLODED " THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) LAY •I, WRAP ANGLED ` BEAD X. . YER '2, FORTIFIBER PAPER i ATH 3 COAT CEMENT ADHERING A ,J WINDOW FLANGE CASING BEAD @ WINDOW 15C (FRAME, W/BAND) NG R WOOD SHEATHING METAL LATH — WRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER �' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WRB LA STUCCO VINYL WRB LA BUILDI METAL L 9' THICK, PLASTE fo'SELF- FLASHI $' GAP TYP CA51NG BEAD TO TRIM IX TRIM MEMBER 10 STUCCO TO SIDING TRANSITION SIDING WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, F-ORTIF15ER BUILDIN3 PAPER WOOD 5HEATHlW. LURE, LAYER M, 67UCCO WRAP CASING BEAD @EAR &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 00N5TRUCTION -. - BEYOND V WOOD 51EATNMG WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER 4 .'DING / / \ 6' REVEAL / , / W SELF-ADNERMG FLASHING 6' SELF -ADHERING FLASHrY.s BMATWER ARRIER RESISTIVE WEAKER RESISTIVE STARTER STRIP \ BARRIER 7 I I \\ DO NOT CAULK OR SFe1 OPPNIN. ) _i *jW SELF -ADHERING FLASHING \ — ' GALVD METAL GALVD METAL 'Z' FLASHING Z FLASHING DO NOT CA1LK OR I V X 6' SIMULATED SPeL rrxulw- — - TRIM MEMBER STUCCO CAGING �:� / \ \ BEAD / Ya' X 6' 81MULATED WOOD TRIM MEMBER \ \ SEAL GAP W/CAULKING OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER #I,BEYOND - - ' STUCCO U1R,4P UJOOD SHEATHING IIEEATHEER�91971YE� WEATHER RE618TIYE —� 15ARRIER -2 /J_ WRB LAYER "2, FORT11=1BEFR RE ALP BIDINCa—� BUILDING PAPER FERNG—� FLASHING - }�T / IETHL L,4TI4 STARTER STRIP\ --' ' C'O NOCAIJLK ORS 811 THICK, 3 COAT CEMENT \ (EXPLODED VIEW FOR PLASTER GALVD METAL Z' FLASHING CLARITY) WOOD �M DER CASING BEAD C RAISED 17 A BAND ( FRAME) SCALE: 1 1/2'= V-0' J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME W --._-,-.----..-. -. RB LAYER "2, FORTIFIBER / BUILDING PAPER E-Z BEAD VINYL CASING (W/3/a' FLEXIBLE PVC BACKER ROD) ERING 6' SELF-ADV FLASHING WEATHER RESISTIVE \ BARRIER -1 TO LAP \ W MM ABOVE TOP OF Z' FLA8HM3 WEATHER EATR F E515TIVE BARRIER 'I WEATHER RESISTIVE BARRIER 4 DO NOT CAULK OR SEAL OPENING _ �' LLEAT4ER RESISTIVE BARRMR -1 TO LAP 6' MK ABOVE TOP \ — — — OF 'Z' FLABHIN.'s W%l FLEXIBLE PVC / I Wcvv TKIn neneeR BACKER ROD) \ V SELF -ADHERING I . I 1 I FLASHING DHEWMi FLASHING \ C THICK 3 COA \� ' ' 1 6EAL GAP W/CAULKING CEMENT PLASTER OR APPROVED SEALANT WEATHER RESISTIVE I WEATHER RESISTIVE BARRIER'I BARRIER'I WEATHER IRE818TIVE E-Z BEAD VINYL CASING BARRIER 4 fW/�6' FLEXIBLE PVC BACKER SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER 7 TRANSITION l� SEALANT WINDOW FRAME WINDOW FLANGE WRB LAYER *I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER fo' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP CASING BEAD TO WINDOW ----------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FCRTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING (W/Ya' FLEXIBLE PVC BACKER ROD) MEMBER IV 'APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP BUILDING WRAP �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x x x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdesigngmupmm AA #: 0003325 F d 0 0. a F a z SLTHDIV. & LOT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA uJAS RAR 93723RA DA01�10�19 SCALE: SHEET WAz- 2x6 SUB-BANt) W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 11 -1/8' TEXTURED I FINISH -go WOOD I �� 1/2' TEXTURED FINISH a GMU / METAL FASCIA \� WRAP Ys' FROM STUCCO, 1' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR GMU) T/&' TEXTURED FINISH • WOOD, j I/2' TEXTURED FINISH • CMU x METAL LATH x x x - I{�' x x x x METAL FASCIA WRAP S-f WOOD SHEATHING x x x x x x OR CMU x x x x x x WRB LAYER N, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER n, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x FRAME OR CMU 2X6 eUB BAND ROOFING CEMENT x x x x x x x x x x x x x x J FELT PAPER DRIP EDGE x x x x x x x x x x - DRIP EDGE i KICK cc our x x x x x (REFERENCE POINT GO FLAN 5 ONLY. FOR WALL OFF x x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \� ROOF DEC<(BEYOND) DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) \ �1/8" TEXTURED FINISH to WOOD, 1/2' TEXTURED j �/ FINISH m CMU 2x& SUB -BAND W/1'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT -8 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/lY'x4' NOTCH m END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3� x x x x x`r5(.- x x x x x x"d._ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xJ. x x x x x x x x x x x x x x x x x x x x-. `YxG�� x� x x x x x x' SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT 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 FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t�'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W W W.abdesigngmup.wm AA #: 0003325 w to W 0 A F 3 SUHDIV. db IAT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B _DATE: 01/18/19 sCAI.E: 1/4"=1'-0" SHERTr dV A6 2'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-U". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWSE. 4. REFERENCE ELEVATION+-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE VVLTH THE RULES AND LAMAS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWINGS 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WTH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. INDICATED #5 BAR, IiNDICATES #6 BAR, ■DICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWSE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 'OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6-.4-1.4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM TOP REINF. T.O.F. SHORT TE-1 8'• SEE PLAN 10' - +)p'{1• FM-12z12 17, CONTINUOUS 17' - FM-12z18 12, CONTINUOUS 19, - U#5*� FW16X18 16' CONTINUOUS 19, - FMC-19A8 12, CONTINUOUS 18" - - VARIES F-24X24 24" 2C 12' (-)0'4. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abde igngmupmm l AA #: 0003325 R W h r; W •y- 0 F y W A F 9xmDIV. & IJDT: S ILVERADO LOT #48 BLK #6 PROJECT* 04128.002-48061 MODEL• 4EBB "1828-CALI" GAi2A0311 SFIIIQG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B WON DATE: O1/18/19 SCALE: 1/4"=1'-0" SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 4 a CELL SEE PLAN FOR SIZE AND c - } SPACING REQUIREMENTS � � I�. SPACING REQUIREMENTS ° tI WU w '�• ° IP r GARAGE DOOR RECESS m J a ° FM-� mQ^ w m - Z 8" CMU WALL O y S" CMU WALL .. I CORNER BARS, SAME SIZE AS BAR I "' w B" O = z +- {p „ IN FOUNDATION WITH 30" LEG EACH w= w U +- a-0'• d_ WAY AT ALL CHANGES IN DIRECTIONS o N y TOP OF SLAB TOP OF SLAB I .> °I SO THAT THE STEEL REINF. IS CONTINUOUS � �l MATCH AMOUNT OF CONTINUOUS BARS it CURB FIX2 SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIAEXT.PORCH 4" CHAMFER (tSTORV) 18" EXTPORCH SLABCHAMFER SEE SLAB SCHEDULE TOP OF GARAGE 7AND - CONTINUOUS STEEL MIXJOLITHIC FOOTING REINFORCEMENT SEE SCHEDULEAT - MASONRY UNITS SET ELEV. W/1/2"ISOLATION6" CHAMFER (2STORY)#3 (t-STOF2Y)JOINT (WHERE 1 • '' z #4 SEE SCHEDULE 24" 3(T W/' T ISCLATION JOINT (WHERE CHAMFER (2STORV)APPLICABLE) SCHEDULE#5 NSTONSARE MADE FROM FOUNDATIONS HAVING 1-11 FOR WXD, BAR SIZE #S 36 APPLICABLE) ZD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AR QUANTITY NUMBER OF BARS (re. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCE 34"=10 2 @ GARAGE SCALE.3/4"=10 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-tl' SCALE: 314"=1'-0' w d NEW REINF. BAR > y 2" CAPPED O a I SECURED W/2-PART a S EPDXY. MIN. EMBED GALVANIZED PIPE Q 8", UNO W/FLANGE @ BASE = p FOLLOW ALL MANF. SPECIFICATIONS FOR N Q USE AND _ H PREPARATION OF Z v HOLE. SECURE FLANGE TO w SLAB W/(4) 1/4" X 2 1/4" TAPCONS �QQO Q 4" CHAMFER (1STORY) T CHAMFER(2STORY) ADDING BAR TO �� BOLLARD MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z Q a o> tzal �w m_ v N OB" CMU WALL _ TOP OF SLAB I. - SEE SLAB SCHEDULE z Z — g = "ISOLATED" COLUMN PAD CENTERED UNDER WALLAND —�� POURED MONOLITHICALLY WATH ------ FOUNDATION AND SLAB SEE SCHEDULE FOR WXD, BAR SIZE ✓ AND BAR QUANTITY n COMBINED EXTERIOR MONO- �„�FOOTING AND COL. PAD V SCALE: 3/4"=1'-tl' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX:407-774-4078 W .abdesigngroupsom AA #: 0003325 w 4 y V W 0 V h W A F a stmDIV. & LOT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL 4EBB "1828—CALI" GARAGE SVrnM-. RIGHT PAGE: DETAILS 150 MPH EXP. B 12 OpTE Ol/18/19 SCALE: 1/4"=1'-0" sHEET Sl.1A DOWEL PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W Ww.abdesigngmup.wm AA #: 0003325 F W h V W 0 F U h w A gF 9 Fi atmnxv. as LOT SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL: 4EBB "1828-CALI" GAliAOE MTfXX0: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B ARCHITECT* STATE OF FLON DA M Ol/18/19 SCALE: 1/4"=1'-0° a UK= St.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK GROUTED BOND BEAM VARIES PER ELEV. 14 N � .I #5 BARS ■61 B Ell Q CLEAN OUT REQUIRED p m FOR INSPECTION �� I O FIN. FLR. _0 o O ' d . TIE ERTICAL REBAR TO HORIZONTPL a REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA Z W #3 16' #4 24 OU #5 30' CMU UNIT DIMENSIONS ARE NOMINAL SIZES O�/� «' MASONRY SYMBOLS HORIZON TAWERTICAL REINFORCING SCALE: &4"=1'-tl' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 Www.abdesigngroup.wm AA #: 0003325 W h 4 w O N A F ti 9UHDIV. de IAT: SILVERADO LOT #48 BLK #6 PROJECT* 04128.002-48061 MODEL 4EBB "1828-CALI" GAMA0E SWING: RIGHT PAGE: DETAILS 150 MPH EXP. H ARCHITECT STATE OF FLOPoDA m FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WW (9)10d x 1 1/7' HDG NAILS. SMALL JACKS < 9' MAY BE NAILED N9 (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO VAOOD: USP RT16A OR LUGT2 W/ I Od x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PTTO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WTH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. BEAM SCHEDULE INDICATES OPENING BELOW/T.O. B.=TOP OF BEAM/ B.O.L.=BOTTOM OF LNITEL/TO.A=TOP OF ARCH] T.OS=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION It ( W�, REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U4LINTELS CAe1r"4�44an SAFE LOAD - POUNDS PER LINEAR FOOT _ TYPE 8U8 18R f2m $Fleas 5Pm4e a 448 mFz m 3'$ (4T) PRECAST 2231 4'4r (48-) PRECAST 1958 4'$ (54') PRECAST 1599 54- (84') PRECAST 1217 V-10' (70') PRECAST 1062 C-6" (781 PRECAST 905 T-G (90') PRECAST 743 94' (112D PRECAST 654 19$ (12r) PRECAST 475 11'4- (138') PRECAST 302 17-0- (144') PRECAST 337 13'4- (IOU-) PRECAST 296 W-V (1681 PRECAST 279 14'$ (1761 PRESRRE89ED NR 16W (164') PRESTRESSED MR lr4' (208") PRESTRESSED MR 194' (232) PRESTRESSED N.R. 214' (2581 PRESTRESSED MR 27-0" (254") PRESTRESSED MR v�ov�o� 00�mm0 �0�0v®ov m®oomoo 0®ovo �m0m0�0 �mmOm�� 0�000�0 00�00m 00®00�0 OEM=== 0 0=®Km�0 oommmmo 0�mm0�0 0�0000� 0�0�00� m®111IM11111 0�0�00� 0 =0� CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS C�a,B SAFE LOAD PLF TYPE w,a 9cn RCMU 3'$ (42') PRECAST 1 1025 1024 1 1598 4''-T (4n PRECAST M 703 1309 4'$ (54') PRECAST 592 591 1073 5'4- (64'7 PRECAST 411 411 745 6'-10' (70-) PRECAST 340 339 816 6'$ (78') PRECAST 1 507 721 490 T$ (9n PRECAST 424 534 363 94' (112') PRECAST 326 612 230 19$ (128) PRECAST 254 401 ISO ll'4" (136') PRECAST 260 452 164 17-T (144-) PRECAST 244 402 137 13'4" (160") PRECAST 217 324 110 14'4T (166") PRECAST 205 293 100 14'-V (176') PRESTRESSED N.R. 284 91 1SW (184') PRESIPESSED N.R. 259 13 IT-V (208') PRESTRESSED N.R. 104 64 174" (232") PRESTRESSED N.R. 148 52 21'<" (258') PRESTRESSED N.R. 125 42 27$ (25C) PRESTRESSED N.R. 116 40 ZV-(r (2Sr PRESTRESSED MR I Im I m I 4a M4 I eel f092 I 1— 1 I24'-0" (298") PRERRFSSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT L REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CSAFE LOAD - POUNDS PER LINEAR FOOT _ TYPE I a IT I W12-IT I WIIT I !EMIT I MF IT I R'MIT I M 3'-0' (42') PRECAST tea zeM Reza 4a4 __- eza aim Taal 4'$ (4n PRECAST I= Sae 90a Nis 45m 6m an t9a mM 0ae0 m15 470 am Bare 4'-0' (54') PRECAST Up tow 2W 3m5 4W 4711 5379 1mr aw ZM 3975 46,3 4711 5179 54' (84') PRECAST 1me ma" zz7e 299e mW 39e1 4572 tote 171e zzre v39 xun aM 41fE BAT (70') PRECAST t3ar 2a3 Star Sam 4133 I19 tar 2oa 2la VI. — 41. 9-V (78') PRECAST 1 1no.. 2W9 2/9Aw 3261" 9T121"1 NO IM Im 2t2 27W ml M2 T-6- (90-) PRECAST m" 1 1624ya 2025" 2420m 2 0O" rn 12?4 im 2125 242e 2W7 = 9.4- (112') PRECAST 7ae 1136. u74 te1 v0T 0a0 aI ON m4 IW Im 22M =9 ITO (126') PRECAST 41a s75 1ne" navel IW 1T3e" mil" a30 ®S t,a w un w 17a M 201e 17'4' (136') PRECAST 474 OMa0 I= to 111 I7a 494 637 1042w 19n0" Ia19w 1915. 21mw 1214r (144') PRECAST 4M w 4M Tu sM 115Ate 1309m ISM 470 m I m lamm Imomi 131911 2ml 13'4' (180') PRECAST 41., Me" W TM" M4" 11Q,., I323" 126 400 730 w 1159n 141e" le6b9 Im 14'4' (156') PRECAST m^' M. m 7u M9 1054a — 410 4m TT lm 1 1 Im 14'-W (17V) PRESTRESSED m 20 W NO 5m" ON Mm 9a" eta" 133" Mm 1518m 11VM 1734 154- (184') PRESTRESSED 2u m .15 m 4M 619 m ea 00e m >m 1240" wf 1460" 1061 I9a 17r'4' (208') PRESTRESSED 14T IN 2m m 40e" ae w 521" TM e9em, 1005 mm 12T1" en" Im 194' Mn PRESTRESSED IN IM mF" m5 mm 429 "7" mm wm 041" "Im 10a" 74r" I2n" 214' (258") PRESTRESS® 142 In 204 2W WSae Y3 " ea 00 III eee pq IN-IM9 4M 27-0' (204') PRESTRESSED 1ST 197 tw 2951m 3n" 4a" 5n" m 13T 2m 3se a139a eM" a3" 9a" 24--0- (288-) LESSED lu 1nM 25r e42 41e m Mr (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE #: 164126,03 -------------- 1 ♦ 8F16-1T/OM/OB 6- B 8 -1 /0 B I 1 %% 1 Im ,� 1 1� ,,% I 1� % GT 5 8F24-iT/OM/08♦ J. ; 1 I 1 ♦ 1 % 1 %% 4 1 1 �% i 1 1 `�� j ♦ 1 1 ♦ ♦ 1 1 Y 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 ml Im 1 �1 1� 2 1 FI IF .1 1 ml Im 1 LLI ILL 1 �1 Im 1 1 1 1 1 I 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 I I 1 1 I 1 L - - - - -J 1 1 �% 1 1 ♦ `� 1 1 j ♦ ♦ `,% 1 4# ♦ �,, ; 1 .1♦1 1 1 ♦ 8RF14 1 1 ♦� iT/OM/OB ♦ j 0 � 4# i 1 1 1 ♦ I 1 1 1 1 8F18-1T/OM/OB 1 1 8F28-iT/OM/OBFTIDWUB; L--------------------J L - - - - - - - - - - - - --------------t.� LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD. L0NGW00D, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 ww W.abdeslgngmupxom AA #: 0003325, 6,4 W y w y z 0 y C R N sXMDIV. 6e two SILVERADO LOT #48 BLK #6 PR0JECT111 04128.002-48061 MODEL.• 4EBB "1828-CALI" QAltAC;E SVfM*: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. H on Dp r O1/18/10 scALE: 1/4"=1'-0" SHEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VV710' HOOK - 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3l4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYR 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 1 IF BOTTOM STEEL IS REQUIRED PUKE #5 BAR IN LINTEL_ 8„ EL 3. PLACE MASONRY UNITS AS REWIRED TO ACHIEVE THE REWIRED BEARING HEIGHT. OF �\ REINF0RCING(1-2) 4, THE LAST COURSE WI LL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE- A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8"l6' �p oJ�RP / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE V\ATHALINTEL THE BOTTOM BONDBEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / / 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL 9 ��� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. ' PO iE 8x16 DEL. BOND TOP OF BEAM W/ (1)iS BAR BOND BEAM • �\QSN 0 EACH COURSE V�G Bx8 BOND BEAM TOP OF • OQ�� W/(1)#5 BAR BOND BEAM F = FILLED W/ GROUT OF U = UNFILLEDNO TOP \O(YY GROUT SOLID FROM OF OPENING .>J NOMINAL LINTEL TO TOP OF BO WIDTH # OF 7R5'S, IN 2ND BOND BEAM BEAM COURSE � SEE NOTE 5 16-1T/1M/OB BxB PRE -CAST CONCRETE NOMINAL �� LINTEL W/(1)#S BAR (L2) MASONRY QE HEIGHT # OF #5'S, TOP � LENGTH OF BAR = Vv1DTH OF $" OPENING-Z' BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'"=1'-0' THAT XFXX - 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD VA N DOW, SIZE .300 IN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT It 3 2x6 (MIN 2 X 3) 2-3/16 TAPCON . 114' PRE -CAST OR DRIVE PIN (MIN SHANK WINDOWSIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 11/4")8" SLOPE FROM EACH END AND id' O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/41.) 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA END VCMU EMBEDMENT 7116' OSB SHEATHING TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL SCALE: 1 vz"=r-a' cJ SCALE: 3�4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 Www.abdesigngroup.mm AA #: 0003325 , W T fi w 0 w z O 4 W A F ti sysniv aIAT: SILVERADO LOT #48 BLK #6 PR07ECT# 04128.002-48061 MODEL• 4EBB "1828-CALI" GAMAOE SWING: RIGHT PAGE: DETAILS UO MPH EXP. B r ARCHITECTS DAR � Ol/18/19 SCALE: 1/4"=1'-0° SKEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI(9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)d x i 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AN D APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8SW .177" ° x 2 7/8" LONG, WTH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1-PLY G: 496 LBS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP FRAMING PLAN SCALE: 1/4" V-0" 1-PLY U: -1003 LBS G: 2294 LBS 1-PLY U: -528 LBS G: 1001 LBS 1441 IN RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdesigngroupmm AA#: 0003325 F W h v W .y 0 F a y A F a ER SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 a 03D]Cl : 4EBB "1828-CALI" GARAGE EVrWG- RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B AFiCHRECT� STATE OF FLOPoDA DATE 01/18/19 SCALE: 1/a'=1'-0" SHEET S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP •'ROOF/WALLIFLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 2 1/4•' FASTENER SCHEDULE' TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR W TH (9) 10d x 1 12•' TO TRUSS. FL#17680 # 1900 UPUFT (2) USP 8-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 1 Od x 1 12" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W11010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1 /4" x 2 1/4•' TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W 10d TRUSSES @ 24•' O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWNGS 12, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U'. 1870 LBS, L710LBS (1 STRAP) TAP CONS MIN. z• B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ �� MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b SQALE 3/4••="°' GIRDER CONNECTOR(S) 1212X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO -BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0•-0•• TO 30•4• (1)'•X' BRACE SEAMS) 30•-1•' TO 60'-0 (3) "W' BRACE SECURE 2x8 PT. PLATE (1)'.)C BRACE @ CENTER TO BLK W/ 12" CIA (2) "X•• BRACE DIVIDED EQUALLY ANCHOR BOLT W 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN, EMBED. AT 32'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE W 12d's T STIFFBACK (ASPER O.C_MAX TRUSS ENG) CONT. 20 SECURED W/ (2) 1Od's @ EACH TRUSS TO BE INSTALLED 10'-0'* O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED - BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4'= -tl' NOTCH DEPTH 1/4-D HOLE IAEDGE TER DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <�1-D OL STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLY HOLE EDGE -5/9' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWING AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO VIAND ARE PLATE��J4 < 3/5'D DBL STUD SUBJECT TO Fi AND 12 FORCES. STUD NOTCHING /-1 AND BORING LIMITS 0 ALTERNATE MATERIALS SCALE: 1 1/Z'=1'-0' 11 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngw up.com AA #: 0003325 F w h 4 W 0 F w a F ti SLJHDIV. Z LOT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL 4EBB "1828—CALI" OARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. H ROLAND A ABOVWACRA L AR NO 93723 DRnqT AM Ol/18/19 SCALE: 1/4"=1'-0" x SEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) (TYP) @ 24" O.C. MAX a FOR STRAPPING 8 VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ i12" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 5' MIN. EMBED, AT 32' OC MAX SECURE GABLE TO N8 P.T. PLATE W/ 12d's TO C, MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX GABLE END BRACING W/ PRE-ENG (—.-� GABLE TRUSS @ CMU WALL SCALE'. 314"-l'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwW.abdesigngmup.mm L AA #: 0003325 F W h V W O pptiF U y W C gF 9 R ti 9UHDIP. & LoT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL• 4EBB "1828—CALI" GAP.AC1E SWUM: RIGHT PAGE: DETAILS 150 MPH EXP. B 01/18/19 SCALE: 1/4"=1,-0" SKEET S3.1B 444111 111111111 V7T SPACING AT EACH END jljli jl (1) 1 I 1 2x4 BLOCKING BETWEEN TRUSSES VTT AND 6'-0" O.C. MAX. (2) 2X4 No SYP DIAG WHERE X-BRACING IS PRESENT AT BRACE W1(3) 12d @ EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACETO COVER 5 TRUSSES) I1j1 0'-0" TO 30'-0" (1) "X BRACE � I�I�Illlj 30'-1" TO 60'-0 (3) "XBRACE j0�l1 �l�l1 1 () "X" BRACE @ CENTER PRE-ENG GABLE TRUSS pl I (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10'HIGH ° (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFfWALLIFDOOR \ IL SHEATHING FASTENER SCHEDULE' 0 SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG 2x SECURED W/(3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24' O/C' lx2 SECURED W/10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12, O/C ANDAPPROVAL SECUREDW/(2)12Cs@ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. A W/ HIP RETURN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwW.abdesigngroup.wm L AA #: 0003325 F W h V W 0 F y 4 CFHIL 9LJHDIV Ae LIOT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL 4EBB 1828- CALI" GARAGE SIZING: RIGHT PAGE: DETAILS 150 MPH EXP. B AflCH'IECr: STATE OF rL DA as e�tiS ti' RO ABOU CRA NO 93723 J Dp� 01/18/19 SCALE: 1/4"=1'—O" SHEET S3.1C ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) "A!,- 4'-0" END ZONE DI ZONE 3 = 33.53 PSF (43.53) "STANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WTH 8d RING s SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 81 GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN IV OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILESTR. SHANK Bd RING SHANK 211Z" 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 212' 0. 129' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.O. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. ATPANELSIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ,. Y Z 2 U 0 O . Z O - Z m Y N Z a zw W z8 W z 10 y0 0 v TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING Z 0 0 i, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ed RINGSHANKGUN NAILS @ 6" O.C. IN FIELD` 8d RING SHANK GUN NAILS @ 12' O.C. IN FIELD or 8d x 2 1/Z' SCREW SWANK PNEUMATIC SCREW -NAILS @ IT 0.C�4LJ FIELD J\ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWNGS. CONSULT ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FORTHE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWNGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SH01MN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING. TEMPORARY BRACING. GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-DOWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE fi % AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. PROVIDE E MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDDER ALL SLABSONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED B INCHES AND SEALED VATH ADHESNE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =11W PSI ANDA MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF BORATE PRESERVATIVE TREATMENT: DISOOIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -YOU RK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM`AORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING. FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND MOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036-AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM MIS GRADE SO DEFORMED BARS. FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEWPRIOR TO DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-1 4, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATEOONNECTEDWOOD TRUSS CONSTRUCTION., AND 'TPIAMCA BCSI 1' SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 20 psf TOP CHORD +ianuncO 10 psf BTM CHORD Canaan ,rent DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf 4ASP HALTSHINGLES) IT 0 psf 4No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 10psf BALCONY LIVE LOAD W psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWNGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY. LENGTH. ELEVATIONS. DIMENSIONS. ETC ALL SHOP DRAWNGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWNGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREATALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABGNGRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRMTURALT91RACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH ROTA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED 5'4. PRIOR TO THE ADDITION OF RASn02ER CONCRETE SHALL WMPLY WITH ALL THE REQUIREMENTS OF AC13D1 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKEfSSHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED W MINUTES. IF FOR ANY REASON TIERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNRES, TIE CONCRETE SIIKL NOT ff PLACED. IT STALL BE THE REBPONSIBLITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SOUL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOURDATIOMS. B FOR CONCRETE EXPOSED TO EARTH AN" WEATHER 1-1/2' FOR #5 AND SMALLER Y FOR #6 AND LARGER C FOR CONCRETE NOT E*OSE)TO WEATHER 3/4' FOR SLABS WALLS AND JOISTS 1-1/1' FOR BEAM ADD COLLMN PRIMARY REINFORCEMENT, TIES, STIRRUPS #5 BAR - 30' #7 BAR - 42' PROVIDE 36'x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR. SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5RMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM CQD, GRADE f— 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OFTIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY W TH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPE CIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE AMAXIMUM 35" COURSE AGGREGATE. AND SHALL BE PLACED W A SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "W OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AE00. GRADE B Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B. TYPE E ORS. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JEOLTS ARE TO BE STEEL. TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDASA GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINALLAYOUT, SPANS & ALL TRUSS/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OFT E DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER x CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS CK2�VVI SEE100; Now �� -TN. ,e ac NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE TH E STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAY TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esigngm up.QOm AA #: 0003325 F W h V W O F W A F a LR SVHDLv & LOT: SILVERADO LOT #48 BLK #6 PROJECT# 04128.002-48061 MODEL 4EBB "1828—CALI" GARAGE S71LNG: RIGHT PAGE: DETAILS 150 MPH EXP. H ARCHITECT DA E, 01/18/19 SCALE: 1 /4"=1r— 0" SHEET � S -IL VT I A -3/ y S�( E7ZrA-