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HomeMy WebLinkAbout6756 Wagon Trail St99 1828-4EBB-CAL199 P ES arc EP G 1,40F Z N0(0\- �� �NPNOE 0��o1e HOMES. P 12602 TELECOM DRIVE, TAMPA, FL 33637 T491: (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) :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION AeV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM ADI. ADJUSTABLE M.T. METALTHRESHOLD ALT. ALTERNATE MTD. MOUNTED AMP. AMPERAGE MIL. METAL DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •ITN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH •EXPOSURE - B° MPH •1-STORY RESIDENCE - •2-STORY RESIDENCE - 1W. HEIGHT AS PER LOCAL AND STATE CODES BD. CL CAB. CLG. CON CONC. CPT. C.T. D. D.C.=116 DC. DIA. DIM. DISP. DP. DR, D.S. D.W. EA. ELEV. EQ. EXH. EXT. P.GJFX. P.G. BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TU.E DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAILS.H. DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PIT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER BAD. RADIUS R.A.G. RETURN AIR GRTU REP. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLmCORE EXTDR S.D. SMOKE DETECTOR SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SIM. SHOWER sat. SIMILAR SL. SLIDING SL OL. SLIDING GLASS. STD. STANDARD SWS SHBAR WALL PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2-ELEVATION PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Mi-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS eSTATE OF FLORIDADTL PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQ.FT. CALC.'S Lim 430 80, FT. LfvWjGAIW� 43m 60 FT ENTRY 16e4•FT. LANodd sa FT A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2362 80. FT. PIN. FIR. FR. DR. FTG. GA. OAR. DISP. O.F.I. GL GYP. BD. H.B. H.C. HDR HOT. OR HT INSUL. INT. LAV. LUM, M.C. FINISH FLOOR PREN DOOR FOOTING GAUGE GARBAGE AULTDISPOSAL GROUNTINTERR CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAVATORY LUMINOUS MEDICINE CABINET SECTION TEMP. TEMPEREDGLASS TOC. TOP THIC OF CURB T.O.P. TOP OF PLATE T.O.S. TPOPSLAB U.N. TYPICAL U.N.O. UNLESS NOTED VAPOR APOR PRO V.P. VAPORPROF W. WASHER W/ WITH WD. WOOD WDW. WINDOW Will WATER HEATER W.I.WROUGHT IRON STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.16—DETAILS PG SN1—DETAILS DRAWING / CONTRACTS }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 SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 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'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY 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 BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdeslgngroupmm L AA M: 0003325 e 0 sF F 1 SL7SDrv. m TAT SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B DA 8/16/18 SCALE: 1/4"=1'-O" DHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 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 R301.2.1.2. 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. 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 UTILITIES, 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. 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 PROCEEDWG WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE 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 ARCHITECTIENGINEER. 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, LISTED 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 R302.5.1: 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 SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.8: 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, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 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 3'- 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 TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) 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 NAILING 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A 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. T 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 COVERNGS 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, W 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 APPLIED 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 & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED 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 -11A AND R703.7. 2-STORY GYPSUM BOARD 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. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 0 0 F a um SUHDIV. & LOT SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 MODEL• 4EBB "1828-CALI" GARAGE STFMG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DATE: B/18/18 SCALE: 1/4"=1'-O" SHEET GN m4- III 39'-8' : o - lid IO 'll - st - - i - i 1' ollllo — olliiiiil�l 0 - 11 I - „1 1 1 O L i 1 %- in■' 1 OXON] 1 IU A - - 4 I: - ® ■ WS -IBLDCx '- 0 - 0 i - � - i GARAGE � 0 W-V CIA 1 O' BEDROOM - ('►� ��� O - - i - U oIQ _._ono - -- - i - - - - i♦ i EGRESS 010110 olliilfO iolliiii�llo �iolliiiiil�- SQ.FT. CAM'S LIVING 1828 SQ. FT. GARAGE 430 80.FT. ENTRY 16 W. FT. LANAI 88 $0. FT. TOTAL 2362 80, FT. OOIMW ND CLAQ= WD LCADII am IIID F)Q oe1DE FOR II IEC01D cm OIm= Gam Em I eo18NvWOA 16AANa AND WE FOUNE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 0 5 24/-31 DR MIN. CRITERIA SAD. MIN. 41 5 23/-2S CRITERIA 16010 O.HD. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT = 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. DA19 TOP PLATEi4l 0 BAR DETAIL A a 9 DIM. VARIES ARCH DTL. ,)ARCH 1/2 • I'-0' 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 CIRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINCsS BETWEEN THE GARAOE AND RESIDENCE SHALL 15E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (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, 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 y b 0 a m 0 4'. IT I SUBDIV. as LOT SILVERADO LOT #1 BLK, #11 PROJECT# 04128.001-01111 >wtODEL• 4EBB "1828—CALL" GARAGE SWING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DAB E 8/18/le SCALE: SHEET Al BLDG. HGT. FYPON LV12X24- OR EQUIVALENT OPT. COACH LIGHT EQ. 0.-.�.; E FRONT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH SHINGLE ROOF OFF RIDGE VENT BKTIIXII OR EQUIVALENT ARFAOFATTIC = 2364 SCL FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2364 /300 7 86 VENTILATION AREA X 50, INCHES PER FT.(144) = 1134.7250. IN. MIN. REQUIRED VENTILATION = .5X IM72 IN UPPER PORTION OF ATM 567.36 SQ. IN. OFF RIDGEVENTILATION AREA : 215 SQ, IN. PER VENT 567.36 /225 TOTAL 9OF VENTS REQUIRED 4.93357 NOF VENTS PROVIDED 5 ,TOTAL 'AREA OF ATTIC 15 THE PERIMITER OF THE HOWE� LESS THE OVERHANG IXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ERG, HGT, 5'-8" BRG. HGT. 8'-8' BRG. HGT. BF¢Cs. HGT. 'bBRG. HGT. Ib'X62' FYPON DECORATIVE A SHUTTERS OR EQUIVALENT ITM' 4' RAISED TYP. BAND (TYP.) rEl r I I FIN. ELFIN. R. 0'-0' FIN. FLR. I I I I ,�0'-0' FIN. FLR 1 YMIN d',R,L'-Fn -d*r- — - — - — - — - — - — - — - — - — - — - _ __ vmIT3 r=AM= OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . 1'-C' TEXTURED FINISH 0'-b� T. F-1 v IN, FLR -.-...... .............. '-----------'—'---'---- - G DE LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT b 5'-6' BRG. HGT. v r- 0'-0' FIN. FLR,p '_— MIN. W GFgZDR —_ _—_—_—_—_—__---------- RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH `31 BRG. HGT. 2' 1 I I I i 1 a 40 I I I DECO. DTL. A SCALE, 1/2.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774-6078 FAX 407-7744078 www.abdosigngroup.com AA R: 0003325 0 C li 4ITT SVHDiv. dr. L.071 SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 MODELS 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: ELEVATION "D" 150 MPH EXP. B DATE,.. 8/16/18 SCALM: 1/4"=1'-0" 81-MET A2 0 ELECTRICAL LEGEND 9YM- DESCRIPTION -w TANDARD SWITCH ' 3-WIAY SWITCH -WAY SWITCH IMMER SWITCH HB BUTTON FLI ISCONNECT T TAT ECEPTACLE (128V/2m-AMP OLE) LEX RECEPTACLE F LEX RECEPTACLE (EQUIPPEDUND FAULT ER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF CUTLET RED TO SWITCH) XTERIOR WATERPROONGFI C@PTACLE (GROUND FAULT NTERJF'TER) NaV QUADPLEX RECEPTACLE ® WDV DUPLEX RECEPTACLE (FLOOR D) NOV RECEPTACLE (4 WIRE ECTOR) L MOUNTED LIGHT ILING MOUNTED LIGHT ENT LIGHT LOOP LKrNT SCONCE PRE -WIRE VENT PAN WITH LIGHT fl CFM F'ER 8Q. FT.) JJB6 BULB LIGHT FIXTURE B LIGHT FIXTURE B LIGHT FIXTURE ACK LIGHTING 4EI�.4"' LIGHT UTI4 PULL CHAIN CADINET LIGHT UORESCENT LIGHT (RECE86ED) LUORESCENNT LIGHT (SURFACE 'A4' FLUORESCENT LIGHT (RECESSED) SS LIGHT LGHT (VAPOR PROOF) G MOUNTED LIGHT WITH J-BOX PT. FAN ULE-U.TMCAL PANEL (FIELD VERIFYTIZO Cim,� METER (FIELD VERIFY X (WALL MOUNTED) -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (I CR1 PER SQ- FT.) E JACK QF DETECTOR (CEILING MOUNTED) ® )(IT I 1 MES MOJNT1D OUTLET FOR GARAGE TV V JACK ^E PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANs TORE vERIPIED • HOMEOWNER PRE -CONSTRICTION MEETING, • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO 8E LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN- CAPACITY CIA 50 CFM INTERMITTENT PER TABLE MEOTA OF IbGR STH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND lB9c OF LIGHTING t'AJST BE ENERGY EFFICIENT TYPE PER FBL. ENpARG7 CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2017, Sth EDITION R404J LI&4T ---------------------------- ELECTRICAL PLAN SCALE: 1/4' - I'-0' CEILING MTO. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN SHUT OFF VALVE NOT TO BE ASV. CLG. WP Panel MAIN - A PANEL: Bn "al br-km VOLTAGE: 120/24OV-1 Ph MAw:150Aw M.C.8 FEEDER:341 Cu TFNJN b 1- M6 Cu (G) In 1 I& C. OR 3-tb0 AL MwN a 1-YB Cu (G) In 1 ,R' C. Wln Fw N M WN oka4l o WA MD Pw FM. a1 m 614ner rMd4bTW ,mo , 2 a2 2 m 1,41—P- 1 tom 2 D 6104 A/CFLL-, a 2 R PANEL -A PANEL: 42 at. b—ker VOLTAGE: 120/240 VAPh MAIN: 150 Amp M.L.O. FEEDER: "I Cu THWN & 1-R6 Cu (G) M 1 1/Y C. OR & R2.0 AL T}WN a 1-N8 Cu (G)ln 1 112-C. wIn Fw Mn a wrr eked ekmu w.1s a D4- -tr Fw rr.. Al2 1 m BwrA as 1 2 4 9oa Rr m 2 a •12 1 m 1-aF�t--/Ibe4 oFl 1ao 1 .2 1 m Rod Appiio— Imo 4 8 a 4mo WrrlYrw m 2 WD r12 t m a ,900 1 012 1 m Rr Oar AFO 1me 9 10 tmo oN rM m 1 a2 02 1 2D ern OR r 1]m 11 12 Imo oN1m-41pr oR m 1 r2 rl i 1. F /NaY/B44. as WB-M1 — Bm moo pww' Ao 3 r0 1N 1 14 Re4n. Lrw AFa 9m t4 M 10 k9cl-n, ,♦ AFa aD 11 19 1mo WrMwr}1 m a2 a4 14 aDa—A a ILD 19 m 1m0 O- oR m 1 a2 ai t m L 119W— rAFa I= 21 22 I= IUt—Wa .00 m 4 a2 1,010 sm�a D m 28 w Im Or,V4 wA. O Br—AFa a R 1 1 a4 1 a4 n a m 91 m az I= eMMc m 1 P12 AA AS x ! 2 • A/C AM11 w 4itvAr m- fw4 of N a m At 12 Lore IR4-nrr n-,a crcWlkm ldm 1 29/m LDo2w ItoaRMNrwrkulclkn/M -maM -dor ak ANDREV1ATNN18: NCI: ARCM CROUTNtON1P1ER No: NONCOkCCENTLCAI) eR: ORaI DFALLTNIEFRIPIER TNYlre4rNa,o a4n.r Ma 4na FM ,0000 wk4Y1o01: taam rW r4oK tma TarAro N.a 1N• LOAD CALCULATION 13 WED ON AC NON -COINCIDENT LOAD Ta1r ca.-nr Lr4 Wri4 u9m Tau 1./Nowll ,aa Gr"U hung-& RxapbeR Lows rrr A,Cs •Fw 182B 1. 041YIr L14a Rr 3W/ R. IrM4 t -t 8ivwu a1100% 85 T-Y D-w41 L r a Mc rlc 5549 3ammm DRYER p �3/4' GAS RISER DIAGRAM 0 LONGEST RUN=�B'-8" "'• BTU=190,OOm SO,m00 WH. MANUAL SHUT OFF -' MAIN SHUT OFF VALVE ON iNBIDE VALVE WALL BOX • 60' AFF. —GAS METER BY GAS CO 150 AMP ELECTRICAL RISER NOT TO SCALE, GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR 6tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REOIUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFOR11ER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARIF ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN I-I/2" DIA or 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3v210 CU, THWN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MG TELEPHONE ECABLE TELEVISION NTRAN NE SERVICE I I I I SSERVICE ENTRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR SIR EDITION (201-1). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdaalgngroup.00m L AA N- 0003325 A B IIY eons, I y W E O L J aVHDIV. & LOT SILVERADO LOT #1 BLK. #11 PROJECTJj1 04128.001-01111 MODEL: 4EBB 111828-CALI" GARAGE gVfMG: LEFT PAGE: ELECTRICAL PLAN %150 MPH EXP. B CIS DA7%1 8/16/18 SCALE: 1/4"=1'-0•' a E1 21 2' VTR \-i 1/2- ��,r+ 1/2' \ 1/2 I \ L V � 3' WC I 3 I� I I 2 $ 1/2' 2 WASHER(I KITCHEN SINK W/ 2' vTfl AUTO VENT 111/2 2� 1 1/2'--Ar 1. PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 • I'-V' TUB TO MAIN 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-714-6078 FAX: 407-774 4078 www.abdeslgngroup.com AA N: 0003325 h 0 c SUDDIV & L.OT: SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 mODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B DAB/18/18 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT $HALL 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 PA15 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL 6LDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 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, &HALL BE CONSTRUCTED OF SMOOTH GALV, METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALLL 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 MFG. RECOMMENDATIONS AND PBC 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 PAN OR EQUAL. PANTEC 4 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 l BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PAS&-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT 81M -SON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 4BXI 1/4' SHT, MTL. SCREW& SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER--y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAG T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVEO DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3011,4 HVAC DRAINS ILO SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG I'-,. SEE SPEC. BRASS PLUG 1'-8'X8' CONC. FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO 801E WADE 8240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRA" TOP REQUIRED CAULK RV.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) nEXT. GROUND CLEAN -OUT (,TYPN NOTE: ALL MECHANICAL EQUIPMENT $HALL BE INSTALLED AT OR ABOVE FPS, ELEVATION. MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774$O78 FAX: 407-7744078 www.abdosiBngrouF.com AA B: 0003926 J BVHDIV- Z LOT: SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-01111 MODEL- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B �U DA 8/16/18 9CAum 1/4"=1'-0" BIMET M1 PER p�� 2X4 TOP PLATE PLAT --IF- 1/2, CL/— BOARD 2X4 WOOD STUDS 024' oc. SLAB FIN. FLR NV It: `2IUVtl IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (2)TYP. INT. WALL (NON—BRG.) Di SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON Il' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (0- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM 21 SCALE: 3/4'.I'-V' /8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R ELEVATION —SEE ENEI+RaY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 0. PER ELEVATION TYP. O.H. R-4.1INSULATION WINDOW ATTACHMENT SPAS ECIFICATIONS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' Cm I/2' GYP. WL, BD.— WOOD BASE 0'-0' FIN. FLR _ a n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905U.1 ON I}' 0A.D. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ECG TRUSS 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 �NO OPENMG NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE 11, ASTM D 486% TYPE IV, OR ASTM D 6l5'i r„9 aM Rw a,u LN eo. l 28 GAS LINE THRU BLACK ells w'.rm' PIBER:aLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwD.1.1 ON I}' O.BUS. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED 90FPIT PRE -ECG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT-J� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' F T 8' CMU IA' THICK 2 COAT - PORTLAM C§ WT PLA#Mt APPLMO DIIImmy TO MAeOHRT D TO RLL PM 4L lea lion APPROVAL OALV. ST®I. fey OTH D coact APPROVAL lea KRn .. 7RAcx 6Y otlllltl BY MAIF. PASTBI/D TO Iwon TRACK ORACI@TS uv mwm CT APPROVAL fWa s GARAGE DOOR JAMBS D1 SCALE.,11/2'•i'-V 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805J.1 ON J, o s s. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ECG WD.TRUSS TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER PER ELEVATION / ELEVATIONS CONT.CURED PER STRUCNEDETAILS x PAT RUN�FORIS FORD VENTED SOFFIT SESEE ERGYCODE INSULATION R-VALUES PRE -ECG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR In' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION V2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLA14 CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED RECCE DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2, GYP. WL. BD. ' GMU i— WOOD BASE I I n W/ WINDOW OPENING n 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING r5-11—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-C' L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.5078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 E lQi ro c a I I ITO 8UDDIV. & I.oT SILVERADO LOT #1 BLK. #11 PROJECT# 0 128.001-01111 MODELS 4EBB "1828—CALI" GARAGE 8TfMG: LEFT PAGE: DETAILS 150 MPH EXP. B DATE. 8/16/18 EICALJB: 1/4"=1'-0" 1911EET D1 FOTf--Illlll —IOU \LSECUP E 2x4 ON y PLAT TO 8LK W/ CUT NAIL& SIDES. 2X6 GARAGE DOOR DUCK W/ (5) 9, 1S7PS' A -DOLTS 4' EMMOMENT MIN, W/ 2'X25db WASHER AND NUT SPACED EVISKLY RNIOM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO PILLING. 1.2X6 PT OLOCK • CENTER O' DOOR NEADER WKUK'XS' J-DOLTS 4' EMDEDMENT V 2'X2'A- WASHER AND NUT, ❑ IrL *c IORS SHALL DE IN ACCORDANCE TO I r MA ,PACIUFER'S INSTALLATION INSTRUCTIONS WFERE SUCH MSTRUCTIONS ARE MORE STRMGRNT GARAGE DOOR 1 BUCK ATTACHMENT lCALl, Vl'•P-O' 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') 8' cm )J' DRYWALL WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' OC. MAX $PACING. I'X4' OR I'X2' P.T. NAILER MUST BE ON OUTSIDE 4 2xbm SECURED THROUGH Ix4 P.T. OR %X4' MIN. SECURE TO BLOCK W/2-2/(6' NON-STRUCTURAL V..Ys SECURE THRU FRAME t ❑ TAPCONS TAPCON MIN. I-' EXTEND I-Yi INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK W/ %' TAPCONS MIN, HEAD SIZE 300 . CMUIMIN. SHANK SIZE .145 ❑ MIN. EMBEDMENT I Y49' DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END t 'X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. WITHIN 8' OF EACH END t 2XS-.® ❑ 18' O.C. MAX SPACING SECURE TO BLOCK W/2-W6, 7(r' O.S.B, X 4' MIN. DOOR CASING TAPCONS DOOR CASING (MIN. SHANK SIZE J48 DOOR JAMB OR WINDOW MIN' HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 ) ATTACH TO 2X PER ATTACH TO 2X PER WITHIN V OF EACH END t MANU=ACTUI�B DETAILS. MANUFACTURES DETAILS, 1S' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED )'4 ) DOOR JAMB TO BLACK +3 4 OR +5/4 DOOR JAMB TO BLACK +1-1% 6" WINDOW TO BLOCK +3/ OR +5/4 n WINDOW TO BLACK +1-15/ 8 " SC E: N.Tb. SC E: N.T,B. 2X4:m SECURE TO BLOCK W/• TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN S' OF EACH END t 18' O.C. MAX SPACING. 2X6:m SECURE TO 5LOPK W/2-V*' TAPCONS(MIN. EVAW, SIZE 145 MIN. HEAD SIZEDAoO MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t 8. GMU IS' O.C. MAX SPACING. Yj' SECURE TO BLOCK WQ-�i(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7�� MIN. EMBEDMENT I Y41 CH WITHIN 8' OF EACH END t L I'X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" " WINDOW B SCALE: RT . LOCK +1-1 2X4:m SECURE TO BLOCK W/ 2)(r' TAPCONS (MIN. SHANK SIZE .14D MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OP EACH END t NOTE: STRUCTURAL 2x 18' O.C. MAX 8PACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCCNS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END t K' DRYWALL 18' OC. MAX SPACING ❑ I'x4' OR I'X2' P.T. NAILER SECUR2xbaE BLOCK W/2-31%' OOR CASING TAP"" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 1 4" WINDOW TO BLOCK +2 1 4' vBCAL : RT . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-6' NON -STRUCTURAL T TAPCON MIN. I-Yi (MIN. N. SSHANK HA SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 14") 1i' DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACINCx ❑ I'X2' P.T. NAILER 2X8Nw �.X4'01R SECURE TO BLOCK W/2-W&' TAPCONS DOOR CASING (MIN'SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHIN V OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. xemw mmmpm oc Vl DOOR JAMB TO BLACK +3" WINDOW TO BLOCK . +3" '-' SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ i%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE t 2X6:m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL W6' TAPCONS(MM. SHANK SIZE TAPCON MIN. 1-Y4' 145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Yi) S. CMU WITHIN W OF EACH END 4 K• DRYWALL 18' O.C. MAX SPACING. 2x8:® ❑ 1'XW OR 1'X2' P.T. NAILER SECURE TO 15LOM W/2-IX6' ND 2X SECURE TO TAPOONS(MIN. SHANK SIZE TRUCTURAL MEMBER Flo 145 l2)I2: WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' O.C. MAX MIN. EMBEDMENT I Yi) OOR CASING WITHIN V OF EACH END t DOOR JAMB OR WINDOW 18' O.G. MAX SPACIW- TTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +x SCALE; N.T.S. 2X4m SECURE TO BLOCK W/Ya' TAPCONB(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I f49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t IW O.C. MAX SPACING. SECURED THROUGH 2X6: NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN, I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , CMU MIN, EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 'X4' OR I'X2• P.T. NAILER 2X8» ❑ SECURE TO BLOCK W/1-1/4' W6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OP EACH END t ATTACH TO 2x PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Nolp MM Y.�� ro M1Ir�.Yrs:Oo NOP DCiD.YP1 DOOR JAMB TO BLACK +3-7/18' G WIN MW BLOCK +3-7 18" 2X4:m SECURE TO BLOCK W/Ys' TAPOONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t OTC. MAX SPACING. 2x6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. I-Y♦' (MIN, SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN V OF EACH END t Yj' DRYWALL IS' O.C. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2XOt SECURE TO BLOCK W/1-1/4' ' P.T. X 4• MIN. TAPCONB OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN S' 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 V) DOOR JAMB TO BLACK +3 3/4" DOW TO C +3 4" H SC E: .T . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-7746078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003328 M O 4 F 9UDDIV. & LOT SILVERADO LOT #1 BLK. #11 PLR,OJECT# 04128.001-01111 MODEL: 4EBB "1828-CALI" GARAGE NBWINO: LEFT PAGE: DETAILS 150 MPH EXP. B DA8/16/18 SCALE: 1/4"=1'-0" NBiiEET D2 PRODUCT APPROVAL LISTING - EXPIRATION DATE FL 17325.1.2 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 12/31/2018 FL 12029.1 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 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 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 S684.3 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 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS 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.FLORIDABUILDIN G.ORG CONTROL DATE: 06/13/201 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003326 SILVERADO LOT #1 BLK. #11 pnoiww 041 8.00 -011 1 uop2lu 4EBB "1828-CALI" aARAGN owtria: LEFT PAaIM PRODUCT APPROVAL LISTING 150 MPH EXP. B aPamT 8/16/18 scALm 1/4"=1'-0" usmmw PREFOFW115P CONTROL JONT PLANSE OF C0NTVWL JOINTS Td BE WRED TIED TO LATH . S' OC. MAX (VE7RTJ. End 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 Cl~ INSTALLATION ------- PASTENERS TO BE SPACED • T' OL. MAX VERTICALLY LATH SMALL NOT BE CONTINUOUS TO e•I / li•To e. THICK, 3 COAT CB" ENT TER UIRS LAYER 9, FORTIFIBER BUILDING PAPER APPROVED METAL LATW PASTENED -I' (VERTJ O.C. MAX AT SUPPORTS UM LAYER ti 6TY.C:O UIRAP WOOD SHEATHING JOINTS BUT SMALL \ Be STOPPED AND - TIED AT EACH 610E. PER ASTM CI063 PRONDE 2X4 BLOtaCWG T.10.IA PLACED FLAT MAX. 6' To 6' \ PROM CONTROL JOINT LINEN CONTROL JOINT FALL6 ON ¢ STIHIC/URAL 6TUD FASTENERS FOR LATH TO BE NAILS 0 STAPLES IN COMPLIANCE W/ ASTM CI063 i 2. WIRE TIES TO BE (NO. IB) 00415' UNRE 3. BLOCKING SHOWN MAY BE IN ADDITIp�H TO WALL STUDS REQUIRED PER PLAN / \ HAVii 1110 OL--RMUIO.PF.A OL r. A eYwc . P2 A 2. COM"S . M. 6 L CIOMa . Pr. C OkPOW RAY(. P.A 2. MAsa . PT.6 POW 46 ® l FOLD N2IYO . PT. A ]. WANT. P'L6 A CREAM . PT.0 4. FOLD Pt. C OvW PT. 66OT�T0M LA/A= as corral "-'NeE WNITR TwNT "At- POW. 122 eoicur. U2® LAYER h, POIRTIFIBER BWLDING PAPER(mum OILY) UM LAYER R. STUCCO URAPrmwu aLT) LAP LAYM OP SUILDIW WRAP *Vet HWL#a K AML RTOP crggi°" a04LY)i APPROVED BUILDING uwAP SHALL BE LAPPED A MWR1111 OP 6' . VERTICAL LAPS (ROLL ENDS) N 6' . HORIZONTAL LAPS. ALL OR" NEED TO BE TAPED OTH FORTISER SWATHING TAPE / \ / r MN. LAP . METAL LATH \ LATH VERTICAL LAP TO BE P . � METAL LATH WIC LATER -1, I STUCCO i'MNP OW pi Y / I WPM LAYER •2, POWNPISER BUILDING PAPER I 2 ecALe, I U7'.�I'-' a ® KIC KO UT DETAIL 1• MW LdTM AL.I. L LAM' NOTE, SIDE LAPS OF METAL PLASTER BASES SMALL BE SECLIRED TO PRAMING PISTIOR . TWEY SMALL BE TIED BETWEEN SUPPORTS WTN CA7410-M (121-PM) U PIS AT INTERVALS NOT MORE THAN S'(229-MM). AS PER A67M C1063 1161 FOR REPAIR OF TEARS IN UM LAYERS, TEARS MAY Of PATCHED WMOUSE URAP TAPE PER T1A!•UP. SPEC. OR PEEL N STICK WOOD SWEAT BUILDI', PAPER 67= G 3 COAT CEMENT .R LATH WOOD SHEATHING 4�R WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP U1R5 S TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS E GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT I4 h+v \ �I ROOF a I IOCIC.oUT FL.NAIIINO rIIQ d1P \ DETAIN /T ,OWBt QQ.tlQI a•, tJl71d.IN6TALL KlacpuT IlN/1tl AT 6OTTQ1 Q IRDL! s MY.L I/IrlM[CTIaIF / ROOF PER ELEVATIONS O"L" FLASHING N.T.5. 4'x4' 1. OR LESS PIPE PENETRATION 4' OUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE —� FLASHING $TER W INSTALL PAOT04M (CLIPS, STRAPS, STAPLES) AS — REOUIRED TO SECURE PIPE/ UIRE TO RRN MG N.T.S. W.W SELF -ADHERING. HChCRANE FLASHING (COTIPATIBLE W WOIISE YARAP MATERIAL) OVER 4'x4' SELF-ADWERING MEMBRANE PLASHING OVER APPROVED HOUSE URAP. FLA@FNING TO E2(TEND ONTO PIPE URm LAYER 4. FORTPRIM S UILONG PAPER METAL LATH 6'xb' SELF -ADHERING T'EFIBRA•E FLASHING OVER APPROVED HOUSE UNR,4P. PLASHING TO EMIEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE is CONT. BEAD OF SEALANT INSTALL APPROVED HOUSELRAP' AIR INFILTRATION SARRIER OVER SHEATHING B-ASTO MIC COATING OVER STUCCO/ C.V. PINION (SEE TYF• WALL SECTION) SECTION PER SECTION R7W.7 Exbdor MhIIg and DlawAft Exterior use of p.MW d cemare pk.W shill comply Wth Rs app2ow- requlmments al ASTM C 926-12A InMallatlon of e~or la#*V snd kemkq shall —plywith ASTM C 1063-12A. TAIL (FRAME) LEGEND OF DRAINAGE PLANE (UWB LATER *I, STUCCO UJRAP) WRB LAYER *2 (FORTIFIBER- BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-O'B, MIN. 2.5 LBO. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdeslgngroup.wm AA #. 0003326 M� y O Q a Busmv. de LOT SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 MODEL- 4EBB "1828-CALI" GARAGE S FMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHTECT DATE 8/16/18 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD WPM LAYER h, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE PRAME OF THE EXHAUST, SEQUENCE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP 19 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY, SEALANT IS TO BE TOOLED 90 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDESA CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply With the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT x. }' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER @, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD - 0" UCTION s, -METAL LATH 8' G1'Al iY` VINYL CASING DEAD zi ' � W RAISED DAND vee Yee WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEFORE APPLYING Z FLASHING &TONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-84i-09, MIN, 2.5 LBS- PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP < SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLJ A VENT PENETRATION SCALE, N.T,S. ELEC. METEF VERIFY LO MI�G/i I V r�GVGI VG STUCCO SCRATCH COAT E 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRS LAYER 01, STUCCO WRAP WRB LAYER a2, FORTIFISER BUILDING PAPER 3 COAT CEMENT Ya' TO Ys' MID -WALL WEEP SCREED L(V SELF-ADHESIVE FLASHING WOOD FRAMED - '41 ::� WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER el, STUCCO WRAP WOOD SHEATHIt APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAX EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEF #1 STEP #3 UOOD 814EATHING IRIS LAYER h, STUCCO WRAP 00 LAYER -2, FORTIFIDER BUILDING PAPER METAL LATH VS' TEXTUlED FINISH • WOOD .FASTEN TO WOOD STRUCTURAL MEMBER a 1' OG, MAX 7i1fwMie-K 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK), 8, WRS LAYER 01, -.- STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING iX\ APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 7 STEP #2 WRB LAYER M, STUCCO WRAP APPLY 6fd MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER X4, FORTIFIBER BUILDING PAPER STEP #4 COATING OVER 4ELASTOMERIC STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEF #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngfoup.com AA M: 0003326 J 8 b b O a SVHDIV, da LOT: SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 MODEL- 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP, B 201 R RINT 8/18/18 1/4"=1'-0"A2 WOOD SHEATHING WOOD CONSTRUCTION i'4' HAT CHANNEL W/%' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M, STUCCO WRAP }' THICK 3 COAT CEMENT PLASTER WR5 LAYER M,�( STUCCO WRAP ,moo AMICO AM66-IIFlUC-18Q7 CUSTOM CASING BEAD WRB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER }' THICK 3 COAT CEMENT PLASTER 6' SAP. • TOP OF VEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED W SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW X W IS LAYER M, STUCCO WRAP ' WRB LAYER n, FORTiF m I BUILDING PAPER " 6' SELF-ADHERENG FLASHING WRAPPED �' • CORNER OF CANTILEVER I/2 ii' 4' POSITIVE DRAIN i WEEP SCREED NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALE: 1 1/2' • I'-0' NOTE: METAL LATH: LATH TO 5E PER SECTION R103,1.1 / ASTM C-841-09, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 VINYL CASING BEAD }' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED ! PAINTED WOOD SHEATHING FINISH }' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED ! PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRIICITON -WEATHER RESISTIVE BARRIER M -UIEATHER RESISTIVE BARRIER n }' THICK, 3 COAT CEMENT PLASTER METAL,LATH WOOD SHEATHING HEADER/BEAM SEPARATE ACCESSORII -_ @DRIP EDGE INSTALLATION EXT. WOOD PRAMEG WALL SUB -FLOOR DECKING PRE-ENG'D TRIES WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER ►2 }` THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL THICK 3 COAT CEME BLASTER AN���� (SHCLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAANMLEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER #2 (FORTIPI5ER - - - - - 51JILDING PAPER) METAL LATH x—x—x—x STUCCO ' WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE P— EEL ! STICK) SET IN FULL BED OF 6' PEEL ! — SEALANT, A' MIN. STICK • DRIP SPACE PROM DRIP EDGE TO PACE TO TREX DECK Y4' GAP FOR BACKER I NXI % P.T. OR SIMULATED ROD !SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL ! BARRIER M STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO � BARRIER n CANTILEVER'a'd'� 6' PEEL ! STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE . ---•---- ............ •.... ....... ......a..: SET IN PULL BED OF I VXI %' P.T. OR SIMULATE > SEALANT, Yj' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX )s' GAP FOR B VINYL CASING BEAD ROD !SEALANT I�. WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL ! PEEL ! STICK) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL i CANTILEVER }' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL (, WOOD SHEATHING W/TEXTURED ! PAINTED i WEATHER RESISTIVE FINISH BARRIER M WEATHER RESISTIVE }' THICK 3 COAT CEMENT BARRIER n PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VMYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER f2 1/2" CORNER BEAD FASTENED TO SHEATHING m i' O.C. MAX. X e WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER 14A CORNER BEAD CP FRAME 2� CORNER BEAD (FASTENER t SPACING 6 l' OC.) cw N\ CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ONLY) 14B CORNER BEAD ® BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER R 6' SAP. \ PEEL ! STICK I Ya'x3' 'L' FLASHING o o FULLY EMBEDDED IN ROOF CEMENT I K' X 3' 26 ($A. GALV, METAL DRIP EDGE Y1 GAP FOR BACKER SET N FULL BED OF ROD ! SEALANT SEALANT,Yj' MIN. sm SPACE RROT'1 DRIP VINYL CASING BEAD FACE TO TREX 00 lotLAYER WATER PROOF( LAYER PEEL STICK) �4 \FEEL ! STICK SUB FLOOR WOOD SHEATHING WRB LAYER M, STUCCO WRAP WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED SO 3/4 RESILIENT HAT CHANNEL W/I"EXTURED ! PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. 11aNV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFING lot LAYER (2 LAYER PEEL ! STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORNER BEAD J / (SNOW) FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"T" PT AGUTTTr) IURS LAYER 02, FORTIFIESER BUILDING PAPER—\ METAL LATH ---� J' THICK, 3 COAT CEMENT PLASTER W5ELF-ADHERING— FLASHING WINDOW FLANGE WOOD SHEATHING WRB LAYER "I, STUCCO WRAP i WRB LAYER 02, FORTIFIBER BUILDING PAPER r METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com 1116 AA A: 0003325 0 O E a sxnmxv. as LOT SILVERADO LOT #1 BLK. #11 PROJECT# 04 28.001-01111 MODEL.• 4EBB "1828-CALI" GARAGE 811MG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B D � 8/18/18 SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING UM LAYER h, STUCCO WRAP WRB LAYER 02, POWIP15ER BUILDING PAPER —� METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING CURB LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIF15ER BUILDING PAPER l METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT v1EW FOR PLASTER CLARITY) WRE, LAYER M. STUCCO WRAP WRB LAYER •2, FORTIFISER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT+++ PLASTER 6'SELF-ADHERING FLASHING : WINDOW FLANGE CASING BEAD Ca? WINDOW 15 C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Ys' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIpING STUCCO j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER ►2, FORTIFIVIeR BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WO WOOD C R1I TCTION —� I WEATHER �alarlvC WEATHER RMIeTIVE—� Xx YA tamer Glom—, R�G�IFING —� STARTER STRIP —,� 6' ADHERM a WEAT HER RESISTIVE BARWEATHER RESISTIVE Ld— GALV'D METAL r rLAaHraG Ott / 1 UIYS'OxD6 R GAP W/CA0. M OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-0% MIN. 2.5, L$S. 1 100D SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) J' THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH a • WINDOW FRAME . • . . .......�.__. _. _ _. WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%, FLEXIBLE PVC BACKER ROD) —WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (o' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY `----------------------------------------------- ---------------------------------------------- Y4' GAP TYP }' THICK, 3 COAT CEMENT CA51NG BEAD PLASTER SEALANTS TO WINDOW --METAL LATH UJRB LAYER #I;.dwnaH ADHISIaNG WOM T / ' STUCCO WRAP WEATHER RESISTIVE _ BARRIER -4 � " WEATHER RESISTIVE / ABOVE rTOPP /Of•rft."HIM 111. B�4ARRIER -2L.ep UJRB LAYER 02, FORTIFIBER Xl'aAL SIDMG1�BUILDING PAPER RINRIHG V 0. AemmZ \\WEATHER ,�„aTIVE METAL LATH STARrERa,TtlP\�-ALwrETAL I — R.ASHING THICK, 3 COAT CEMENT�apgrpw OR (EXPLODED" "ETA WEATHER RESISTIVE RESISTIVE VIEW FOR PLASTER 'Z'FLA 'Z' l4AaFU 4 WEATHER R LAP CLARITY) � ne4 °rler R — O• MIN. ABOVE TOP OF r FLAaHnw CASING BEAD Ca) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1' -C' R,4lN Fagg) HERING , I R.AAWNa_'4D ' THICK. lA9�TEITFR \,\ OOR APrROVGAP EO SISAL �TNEPLW616TIVE �'�` WEATHER �SISTIVE 641EtlISle WEATHER RESISTIVE E-Z BRAD y�gREXIGLe PAC BAc"¢R ROD) SIDING TO STUCCO 6A� RRNOTIVE ® FRAME TO FRAME 19 TRANSITION WRB LAYER e2, FORTIFIBER ; BUILDING PAPER WINDOW FRAME WOOD SHEATHING I WRB LAYER e1, I STUCCO WRAP ; I b' WIDE PEEL i STICK OVER FLANGE 1 WINDOW FLANGE I E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------------------ . ( E BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com ` AA N: 0003325 8 y 0 a J, SVHDiv. as LOT: SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-011 1 MODEL 4EBB "1828-CALI" GAJ%AOE STIFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TEE. 8/18/18 SCALE: 1/4"=1'-0" SHEET WA.4 OUT HOUSEWIRAP AT 46' ANGLE MOO1196D 11, CUT IN NOUDBIRAP ' LINE OF WNDOW OPENktl APPROVED HONLOVM OVm SHEATHING WJ "no WALL STEP 1 INSTALL 6'- GELF-ADIEMNC FLASING OVER NAILING RANGE JAM06 FLEXIBLE EXTEND FLASHING I' I' BELOW SILL 0.EXI0IB HINGLE PLAS DO NOT SEAL BOTTOM FIN 0"SM Ll TEMPO FOLD-4 HOU00 TUCK P at Nm FOLD N AT SLOP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. FECHAWCA-LY FA6TEN PAM= EDGES.(CAP NAIL6, STAPLES) INSTALL DUPONT FLEXURAL AS TM FL.A6HNG AT T14 U'M.Y >•• :OITIam :F SEILAI. AM" AM UTLY TO MCOU NA LANaZ N ARE-PWOI TOLES OR AM ADHESIVE 5X10LE PLA61 14 VIER ORP CAP ECTO-WRAP Ecaaw WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 4 IT III, THE CONTACTORS 1IR6PONSIDILTY TO VERIFY THE COYIPATIDILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP. SEALANTS ( 6ELF-A064BRNG FLASHING MATERIALS USED OUF*a CONSTRUCTION. 7. INSTALL ALL MATERIALS PER HANIFACT REFIS W41ITTI N SPEOPICATIONS SEALANTS MAY REACT ADVERSlLY IF NOT COMPATIMA GLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 1199 POLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRIISION BELOW THE WINDOW OPENING SEAL MTERIOR PERR'IETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGA 4 BLVD. L 0 N G WOOD, FL 32760 PH: 407-774-6078 FAX 407.774-4078 www.abdosigng(OWP•com AA # . 0003325 Billion Susr)m as LOT: SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-01111 WODEL- 4EBB "1828-CALI" GARAGE SWDgG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B DRINT A 8/16/18 SCALE: 1/4"=1'-0" SHEET WA5 \ �\ 2x6 SUB-BANb W/i'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE �i\\ 1\ 1/8' TEXTURED I \ FINISH a WOOD \\ 1/2' TEXTURED \ FINISH a CMU \ METAL FASCIA \\ WRAP Ye' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ l/S' TEXTURED FINISH. • WOOD, 1/2' TEXTLMP FINISH • CMU x i METAL LATH x x x x x x x x METAL FASCIA WRAP;( SHEATHING x x x x x x OR OD x x x x x x 111 WRS LAYER h, Ti STUCCO WRAP ONLY) x x x x x x x x x x x x / — �1 WRb LAYER 02, FORTIF15ER x x x x x x x x x x x x x BUILDING PAPER x x x x x x x x x x x x x="- FRAME OR CMU (FRAME ONLY) 2X6 Sue BAND ROOFING CEMENT x x x x x x x x x x x -' FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE I METAL KICK OUT x x x x x x x x x x x x x �/ -, (REFERENCE POINT ONLY, FOR WALL OFF AN © FLAN x SET OF COMPONENTS) `\ NOTE: NOTCH FOR 2X6 \\ \\\ SUB BAND ONLY k ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \� \ ROOF DECK (BEYOND) \\`\DRIP EDGE, I' OFF WALL 1 r. zzTrzz T INTO STUCCO) \ \ '1/8' TEXTURED FINISH A `\\\\ WOOD, 1/2' TEXTURED j FINISH o CMU 2x6 SUB -BAND W/I'x4' NOTCH s 71 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL FLAN A PRE-ENG'D TRUSS TO BE CUT B WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/V2'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3N x x x x 3 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 x x x x x x x x x x J I/ 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 SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAYx4' 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. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAYx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAK 407-7744078 www.abdosigngroup.com AA B: 0003325 z b 0 0 a 9vsa><v ea LOT: SILVERADO LOT #1 BLK. #11 PROJECT* 04128,001-01111 MODEL: 4EBB "1828-CALI" GARAGE 91117NG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B P-PRINT ,8/18/18 SCALE: 1/4"=1'-0" 8HETE�TT dV A6 4" CONC. SLAB &D � TOP OF SLAB 39'-R" 28'-8' 3'-4" 15'-10" 9'-6" - 1 - - - - FM-12X12 - - - - - - FM-12X18 - 1.1 xI X b 4" CONC. � �I °1 SLAB i I w F-24X24J r I 101-0" 10 1.i EXTEND FM-12X18 1 -I SLAB 1 12" 1.1 I ' I• 1.1 I I I Tb° I SLAB I7 I I I ' -I I I I I xl I I• I 15'-8" I 4" PVC CHASE- L - - - TE-1 _ - �•1 5 L-4-5 „2 -- 4• 1 T-B" 2'-8" I I I I I l i 02 EXTEND 1 2 SLAB 1 12" 1.1 m FM-12X18 I� 4" CONC . SLAB 31 3 4" Iw Iw *712 21 w 2 - I 1.1 FMC-12X18 FM-72X78 FMC-12X18 ,A FM-12X12 L _. _ _ FM-12X18 1 1 J 4 4 2'-8" 16%0" 2'-8" 3'-10" 1V-2" 4'-4" 14'-0" 21'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4". V-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 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 WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #6 BAR,RNDICATES #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 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE 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 WITH 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.53D-13/ASCE 5-13, USING: F'm = 1,5W PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3DD0 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS 8x6 W 1.4xW 1.4 OVER GENERAL 3112, 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 REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" OEM= 10" - s +0"-0" FM-12x12 12" CONTINUOUS 12" (2)#5's +0".0" FM-12xl8 12" CONTINUOUS 11" (2) #Vs + 0'-0" FM-16xIS 16" CONTINUOUS 18" a +0"-0" 970-12118 12" CONTINUOUS 18" - s #6 IN CURB VARIES -24x 4 24" 24" 8 s (+)0"-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.7744078 FAX: 407-7744078 www.abdealgngroup.com AA #: 0003325 Pi 14 0 0 a mm 9U333DIV. ea L.0 7.4 SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-01111 MODELS 4EBB "1828-CALI" GARAGE 9WZNG: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B DlUNT A 8/16/18 SCALE: 1/4"=1'-O" SHEET s1 30" MIN. EACH WAV MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED r[— �" — CELL SEE PLAN FOR SIZE AND S a CELL SEE PLAN FOR SIZE AND REQUIREMENTS , r Io- Q }a} SPACING REQUIREMENTS 2 C T m W SPACING 1 '-r{�—�e-- ° GARAGE DOOR m W U w I o I —Fra W RECESS ¢m < ° g� tap 8" CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS BAR I W w 8' O o ° °I IN FOUNDATION WITH 30" LEG EACH WWp = to N +- 0'-0" TOP OF SLAB TOP OF SLAB ,,� WAY AT ALL CHANGES IN DIRECTIONS I r "( SO THAT THE STEEL REINF. IS CONTINUOUS ° •VARIES MATCH AMOUNT OF CONTINUOUS BARS g CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCHSLAB CHAMFER (1STORV) W/ 1/2" ISOLATION"CHAMFER12STORY) #3 18" 7�SEE EXT. PORCH SLAB SEE SLAB 3CHEDULETOP OF GARAGE 4" CHAMFER (1 STOR1) ' .LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE T b• UNTS SET AT ELEV: - • #4 24" W/1/2"ISOLATION °` 6' CHAMFER(2STORY) XWHEN 0'JOINT(WHERE APPLICABLE) Z SCHEDULE #5 30" JOINT (WHERE • " • EE SCHEDULE g FOR WXD, BAR SIZE APPLICABLE) Z ° FOR WxD, BAR SIZE ANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT 38" AND BAR QUANTITY #7 42" AND BAR QUANTITY NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 T03, PROVIDE 2 BARS), UNO r,_'�EXTERIOR MONO -FOOTING _'�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE: 3/4".l'-W 7 CORNER BARS DETAIL ,, DOOR OPENING V SCALE: 3l4".1'4' `t SCALE: LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48' AND NAIL W! i6d COMMON AND NAIL W/ ISd COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2z6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING W o a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W! PLANS FOR SPACING. SINGLE j y NEW REINF. BAR SPACING. SINGLE BTM. PLATE i/Z"xe" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O 0. SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO I. g I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. (� 16" OC SLAB W110d MASONRY UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. Q ❑ FOLLOW All MANF, AND TOP PLATE ANCHORS W/ y cc SPECIFICATIONS FOR ,Od z 1 1/2" COMMON NAILS 3 7/2" DIAMETER CONC. FILLED STEEL PIPE a. 6x6 METAL PLATE ¢ USE AND = 1L PREPARATION OF $�, HOLE. R FILL ALL HOLES, DO NOT USE 10d z 3" w 2 SEE SLAB SCHEDULE Q w w •: SEE SLAB SCHEDULE BASE W/ I17W" ANCHOR BOLTS +- 0'-0" TOP OF SLAB +_ 0• TOP OF SLAB �QQ� C 4" CHAMFER (1STORY) ° ;o6" CHAMFER (2STORY) jEQ.EO. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION SCALE: 3/4".i'-0 SCALE: 3/4".,'-0" UPLIFT) (NO LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST, PLATE TO SLAB W/10d MASONRY NAIL CL PROVIDE DBL. TOP PLATE 16' O!C STAGGERED. ¢ W c O 8" CMU WALL c Z POURED LINTEL CONT. (TYP.) m g ' 0'A' �' 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE - TOP OF SLAB ��: 2X WALL FRAMING +- 0'-0" SEESLABSCHEDULE 1/2" DIA. USP 725WD BOLTS 5" TOP OF SLAB a' MINIMUM EMBEDMENT INTO .,POURED "ISOLATED"COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND LLF7 16" O.C. VERTICALLY MAX MONOLITHICALLY WITH FOUNDATION AND SLAB I SEE SCHEDULE EDULE V POR WxD, BAR SIZE ,BARSIZE ����"551°I AND BAR QUANTITY AND BAR QUANTITY ��INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO (NO UPLIFT ) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4".V-T 11 SCALE: 3/4".V-0" 144i N, RONALD REAGAN BLVD. LONGWOOD, FIL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com L AA a: 0003325 b V b O a SU33DIV. at LOT: SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-01111 UODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B D � 8/16/18 SCALE: 1/4"=1'-0" SHEET St. IA DOWEL PLAN SCALE: 1/4" - P-0" 1441 N. RONALD REAGAN BL LONG WOOD, FL 327W PH: 407-7748078 FAX: 407-7744078 www.abdeaigngroup.00m L AA M: 0003328 �i k C EunDIV. da LOT IN SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-01111 MODEL. 4EBB "1828-CALI" GARAGE BVnNG: LEFT PAGE: DOWEL PLAN 150 MPH EXR B 7-71 D.&8/16/18 BCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR OHORIZATIONAL HOOK �EEIA-LI ROTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 1d' HOOK a GROUTED BONO BEAM VARIES PER ELEV. Z a • I °a a 0 0 #58AR3 ° La° is E31 co I. 101-HOOK m o 000 —a'" �a a 9 77, Q CLEAN OUT REQUIRED O (dJ 0 cc m FOR INSPECTION O 0' 0' FIN FLA. 2 o 01 <a ° TIE ERTICAL REBAR ° TO HORIZONTAL ° 0 ■ REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA. Ix--�r ° ° W f 0 � #3 18 #4 24 #6 30 CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48BARDIA. #8 36" #7 42" HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD #< 24° #5 30" 0/ MASONRY SYMBOLS 3 SCALE: 3/4".V-Y' REINFORCING n L REINFORCING; SCALE: 3/4".V-0" ;2 1 SCALE:3/4"=1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdealgngroup.com L AA 8: 0003325 A 4 O 0 F a stmnrv. m I,oT SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-01111 MOMM 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B nRwT�E°. s/18/1s SCAM: 1/4"=1'-0" a*== S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS c 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d 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 AND 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 REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P&S36, .177" ' x 2 7/8" LONG, WITH 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'-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK O 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / F.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. -TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E.. EACH END, O/C - ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O.. THROUGHOUT MARK DESCRIPTION (pet) W`xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) B5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LDADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *--*a— SAFE LOAD - POUNDS PER LINEAR FOOT *-4--SAFPL OAD *-4c-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 _ m,zm eclem ec2o0e. eaz40e �+m s TYPE LENGTH BUB BFB RCMU TYPE LENGTH a4t-tT Wa-V WMIT 8FIMT VWIT 4Fi6aT W2u1T eF20ZT e124-11 INN-21, WA-17 mw V324T eFaa:T T,r (4Y) PRECAST 2231 T-8• (42') PRECAST 1025 1024 16H V-r (42-) PRECAST 1w 2w 3w 4984 on 0132 Tom 1w 2w 3524 4304 62n 0132 Toot 4'4Y (4B� PRECAST1988 4-0(46') PRECAST 785 763 1309 4'4Y (48� PRECAST 1w aim 3000 3e/B am am m7e tan 2305 am 3016 4670 an eme W-W (54-) PRECAST 7b9D N-8• (54-) PRECAST 592 591 1073 N-r (5P) PRECAST 12o7 2040 2W 3m 4043 4711 n70 12n 2m 2707 3375 4043 4711 6m 8'4' (84� PRECAST 1217 V4' (64') PRECAST 411 411 745 5'4" (64') PRECAST We 17, 277e 2w =0 w1 4522 1o1e me 227e 23e 330 311111 4522 T-10• (7O') PRECAST 1082 V-10" M PRECAST 340 339 016 F-10' (70•) PRECAST w 1Bn tam MR 3020 4133 IS exe fan 20m 2m0 3107 3m0 4132 V-r (76•) PRECAST 906 8-4r (76') PRECAST 507 721 490 V-r (78•) PRECAST am , / 2320 2 n6/ n1z w tads, iw m 2N0 nef 3712 T-0' (BO') PRECAST 743 T$' (On PRECAST 424 S34 363 T-8• M PRECAST , i 2020 tea 322e 7n m 1224 iw m2a Mx Zen 32m 9'4• (112-) PRECAST 554 9'4• (tt2D PRECAST 325 sit 230 74' (tt2D PRECAST 7m 17 1474 1B1 2te7 2500 an fall "a 1w 22N 2910 70'-0' (126� PRECAST 475 10'6• (126) PRECAST 284 401 180 1014r (12n PRECAST me f1m 1M7 1 2mf w Ifm 1472 17m 2w 234e 11'4" (13n PRECAST 362 11'4' (138� PRECAST 280 452 164 11'-P (136') PRECAST Bad 1037 727 1e13 Im n 1m 1643 1m6w 21n 174T (144j PRECAST 337 ' 17-0' (1447 PRECAST 2M 402 197 12'-0• (144� PRECAST 4m m 00 17 t tw56D BIO 13n f 1Bfen1 IB7619'4' (150� PRECAST 1 13-4• (IM PRECAST 217 324 110 13'4" (160') PRECAST 316 eel M w tt f3n 104 4m Tm ,1m 141 1 ten14'4r (186•) PRECAST 279 14'-V (11in PRECAST 206 293 100 14'4T (188') PRECAST 3n am 724 w t In4-717 1m3 1 1 11n14'-C (1767 PRESTRESSED N.R, 14'-0" (176") PRES/RESSED N.R 284 91 14'.r (178') PRESTRESSEDM m6 w 4m w i w 161 1f3t 1734 iS4• (184•) PRESTRESSED N.R. 161 (184') PRESTRESSED N.R 259 83 1S4• (184') PRESRlESSED13 4ee e16 en w 7m 1 eH 1 iw3m 1w 1T4" (206")PRE8TRE99E0 N.R 1T4• (206") PREST�BED N.R. 194 84 1T4' (206n PRE8TREB8E0 s wmt 5" 74D w 7m 1n1 m300 1473 1B'4' (282� PRESTRESSED N.R III (L32•) PRESTRESSED N.R. 11 52 194' (2327 PRESTRESSED in 22e 34e 147 547 44'7 747 21'4• CMn PRESTRESSED 1m 142 2m w 4m 3n w 3m Mt 4m t w ,2n w 214" (296D PRESTRESSED N.R. 21.4• CAn PRESTRESSED N.R. 125 42 142 137 2n fn m 2m as , m 731 402 w en iw em 27� (M4� PRESTRESSED N.R 27-0 (284") PRESTRESSED NA 116 40 22'HT (264-) PRESTRESSED to m ,10 34e 2e7 513 a42 w 41e w IB2 NO an 24'd 288 PRESTRESSED ( N.R 7,4•� ( N.R.N 91 99 7A'-0' Mn(288•) PRESTRESSED 124 2m 3H 4m w 7n m f2B 2m 4m w w - fom tZzz (B) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' SY 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-CASTE-CRETE DIVISION ACCEPTANCE B: 16-0126.03 Om�000 OD�m m�oomo� I100��� iC7�1�Om�0 00m0�00 moo�om�! �00@1!lGef�!f�!'f O�Om�O �mmOm�CFc3!! ��m0�m0 ommoo OD®0©m0 ommom�� oommo®o oommo®o ��00�00 DOm��®0 0000�1�0 �Dd0�00 8F16-1T/OM/08 BF16-1T/OM/08 SF16-1T/0M/OB ! $ 1 ®`! ♦♦® 1 1 ♦ ♦ i 1 1 d ! �% ♦® E $ , ♦ �1 1 4_ OT ♦ 0 1 ® ♦ OF24-1T/OM/0B ®,die ♦♦®♦ O ♦ I ! I e ♦ i ♦ � d is, ♦♦ i i % I Y $ 1 i i 1 1 1 1 1 ! i i 1 I i i ! 1 1 ! i i ! i ! UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP ! OF WALL EL. 8'-8", UNO. � l I 8RF14- 1 T/OM/OB t t: �e.♦e.�.� ♦_�.♦_�e_♦.♦.�.e♦.�_♦_a_♦e.�.� ♦.�_�_e♦eeeee...♦e.� ... _ .. _ _8 _ _ - _ _ .Mjj LIFT BEAM PLAN SCALE: 1/4" - 1%0" 1441 N. RONALD REAOAN BLVD. LONG WOOD, FL 34760 PH: 407-7748078 FAX: 407-7744078 fNww.ebdeslgng7oup.com AA1F.000332B U 0 A a i evsaiv. Z LOT: SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-011ll )>,gODELs 4EBB "1828-CALI" GARAGE 3iIRNCi: LEFT ]PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DATE•. 8/18/18 axEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #58AR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. OR REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" ;p #5 CORNER BAR W/ 30" LAP FOR EACH QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND / IS OMITTED AND A LINTEL PLACED. THE STEEL ::1#5 COURSE OF BOND BEAM TH BOTTOM BOND BEAM IS TOIS REINFORCING ORBEAM BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 VERTICAL REBAR W/ 10" HOOK / PQP�Q� OND TOP OF �•2 BEAM N (B #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM 7P OF ' W/(1)#5 BAR .� SONDBEAM 30" TYPICAL F FILLED�OQ�\ I .�Y\� U . UNFILLED W/GROUT GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #6'S, IN 2ND BOND BEAM BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 NCRETE 6-1 T/1 M/ B LINTEL /(1)#5AST OAR(L2) P�F�P NOMINAL LENGTH FIBAR AWIDLTHOF MASONRY CORNER OPENING-7 9P HEIGHT BOND BEAM DESIGNATION BOND BEAM COURSE OR 2 REINFORCING OF BOND BEAM IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM Bx8 PRECAST CONCRETE SCALE: 3/4"-1'-0" 1 THAT XFXX-iT/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER SCALE: 3/4"=1'-0" AND XFXX - ITONOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) I-W16 SINGLE BONG BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SIZE.145 MIN WINDOW SIZE 300 MIN EMBEDMENSHANK T 1 SINGLE BOND BEAM 1/4') 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN , 3 1 /4" - PRE -CAST a 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL 6 SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" N I-1/4" EMBEDMENT 0 2z8 (MIN 2X3)23R8 TAPCON OR DRIVE PIN (MN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS ALLOW BENT 2X4 SOLID BLOCKING 1/4") BAR TOO BE PLACED IN 83 FROM E CH END AND SECURE T03HEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN i-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOCKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW cMuwALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:1 vz„_,-0„ C 3 SCALE: 3/4".1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ISINGLE #5 CORNER G BAR, 3Ox30 TURNED UP T OR TURNED DOWN INTO SEEL REINF. OF FILLED CELL BOND. BEAM 9 II ( II BxB CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF, SARIS), AT EACH SIDE SEE PLAN. I( / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE A„/ LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 6 SINGLE LINTEL, MULTIPLE OPENINGS I I i SCALE: 3/4"-V-0" IL IS N. RONALD REAGAN BL LONG WOOD, FL 327W PH:407-774.6078 FAX: 407-774-4078 www,abdosigngroup.com AA It. 0003325 O �y R Stn3mv. a6 LOT: SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 MODEL 4EBB "1828—CALI" GARAGE INTnNG: LEFT PAGE: DETAILS 150 MPH EXP. B mmol rRwT DAA,M. 8/18/18 SCALE: 1/4"=1'-0" DESEET %s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d 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 AND 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 REVIEW AND APPROVAL. 9, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "X 2 7/8" LONG, WITH 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 U:-1003 LBS G: 2294 LBS 1-PLY U:-1030 LBS G: 2063 LBS 1-PLY U:-680LBS G:1071LEIS FRAMING PLAN SCALE: 1/4" . l'-0" i-PLY G: 496 LBS U:-145LBS 1-PLY U: -393 LBS G: 729 LBS 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744076 www.abdeslgngroup•com L AA #: 0003325 CC L4 b 0 R a SVBDIV. & LOT SILVERADO LOT #1 BLK" #11 PROJECT# 04128.001-01111 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN %150 MPH EXP. B DA 8/16/18 SCALE: 1/4"=1'-0" 839EET s3 A-USP DTC TRUSS ANCHOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 1 Od x 1 1/7 TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE ICHITECTURAL 2x6 CURED W/ (2)18d ,LV. COMMON NAILS. SECURED W/ 10d LV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT " 1825 LBS 0 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) C ALLOWABLE UPLIFT - 2410 LBS (2 STRAPS) (2 OR MORE PLY) aa �lb Slc TYPICAL TRUSS/ L GIRDER CONNECTOR(S) 3/4" T S G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GVPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/Z' GYP. WL BD. a` 1r ° FLOOR TRUSS CONNECTION Qa L.B.W. 4 SCALE:3/4"=1'4' (NO UPLIFT) OTEPTH 1/4'D 4111;( HOLE EDGE >518"HOLE DIAMETER 2/5'D SQL. STUD OUTERSPANO ® HOLE EDGE >5/8" STM.- PLATE AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0' HOLE DIAMETER <3/5"D DBL. STUD ENGINEERED WOOD — TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS ANCHOR WITH (16)10d x 1 1/2' NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/(2)16d GALV. COMMON NAILS. 1 X2 SECURED W/ 10d MASONRY BOND BEAM GALV. COMMON NAILS SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND (12) WS3 SCREWS (B) USP USC" WITH (2)3/4N13' WEDGE ANCHORS AND (8)16d NAILS (C) USP USC"° WITH (4) 314-W WEDGE ANCHORS AND (8)16d NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, W EACH WAY OF BOLTS 12" O/C A ALLOWABLE UPLIFT . 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT .10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT . 12543 LBS (4 WEDGE BOLTS) 2a 2b 2C TYPICAL ROOF 34.1'4" GIRDER CONNECTOR(S) GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4".l'-W A - USP THOH26 G < 1200 LBS, U < 1200 LBS W/ (1) 3/4"*USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"0 USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G <2400 LBS, U <2560 LBS W/ (2) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G <4800 LBS, U < 2650 LBS W/ (4) 3/4" USP WEDGE -BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)18d VALV, COMMON NAILS. FL#17232 E - USP THDH28-3 G <4800 LBS, U < 2650 LBS W/ (4) 3/4"' USP WEDGE -BOLT, 5" MIN. EMBED (38) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"-V-0" it 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN, 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING V-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3)'0C BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ IZ DIA. (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 2X8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 20 SECURED W/ (2) 10d'6 @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 6 NOT USED 5'EDGE CENTRAL SPACING SPACING SEE SEE $'�gE■'A7[�H}I C EDUL SCHEDULE FRAMIN PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD Z LAP A MIN OF 4'-0". m 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER 3 THAN B"O/C. °D 5. IN LIEU OF HILTI PAPS, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLT SIZE 6EDGESPACING CBJTRALSPACNIG A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 8" O!C 72° OTC 10 WOOD LEDGER DETAIL SCALE: 3/4".l'-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4".1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4".11-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.8078 FAX: 407-774.4078 www.abdosigngroup.com AA 4: 0003325 10 94 1 O a SLTBDIV. d# LOT: SILVERADO LOT #1 BLK. #11 PROJECT# 04128.001-01111 M0DE19 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B DA 8/16/18 SCALE: 1/4"=1'-0" SHEET S3.1A FLOOR DECK 2x8 PT TERMINATION7 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" °x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING ' SCALE: 3/4".1'-0" USP LFTA6 W/ (18) Bd COMMON NAILS 2x STUDS USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL#172" END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING If USP 3PTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2" HDG NAILS FL#17239 WALL / FLOOR FRAMING, �� TRUSS PARALLEL TO WALL SCALE: 3/4".1'-0" DEL PT 2x6 BLICNG BETWEEN TRUSSES W/ 10d @ 3" O.C.1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x8 BELOW 8" CMU WALL REINIF PER PLAN PER ELEVATIONILL y �Q{ 'w PERELEVATION& mS lX2 FIRE -STOP -�--- NI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI Z3/4" AS SHOWN USP A3 EA. TRUSS /4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE 08L 2X_LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ��ON EXTERIOR WALL SCALE: 3/4".l'-V' #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED N( AS SHOWN DBL 2X8LEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM N) REINF PER PLAN END W/ MIN 5.117 EMBED. FLOOR DECK PER ELEVATION N NAILING PATTERN 2 Q$ WIw PER ELEVATION m� 24" MA PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. iX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4".l'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) t6d NAILS INTO LEDGER AND 1Od @ 3" O.C. #8 WOOD SCREWS NORUJEURAL P OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 7' LONG @ 3" O.C.; RI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/(4)16d SHEATHING @OP SUPPORTS BT. BELOW STAGGERED OFF CENTERLINE OFF 2x6; I'p1 _ NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN }(' 2x4 BRACE @ 48" O.C. w/ (5) 12d 1'-4" MIN. FROM 2ND. FLR FLOOR DECK 'x NAILS @ EA. END LINE 2x8 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W! 1/2" EXP. BOLT N� 8d RING SHANK NAILS @ 4" O.C. MAX (SBT. OF FLOOR TRUSS (BT. 2X8 IS FOR WALL 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM END W/MIN 5-1l2" EMBED. INTO BLOCKING 18d NAILS @ 8" O.C. MAX SHEATHING NAILER) 1X2 FIRE -STOP PER ELEVATION FLOOR DEC III �14„ PER ELEVATION PER ELEVATION O ; NAILING PATTERN x PER ELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24 M —PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS Z L @17 O.C. FLOORTRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16@ EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. TRUSS (VERIFY W/ 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTAIB@37MAX. TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL FL#17680 TO EXTERIOR WALL PLAN)FLk17880 AT PARALLEL / PERPENDICULAR r `4 SCALE:3/4"=1'-0" RE-ENG FLOOR TRUSSES NOT USED 6 SCALE: 3/4'Lt'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE•ENG AT FIRST TWO BAYS O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLBLOCKINGG TRUSS (TVP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER EL V TION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 112" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37OC MAX. B - (2)USP MTW-12 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) tOd GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 7- 0-PROVIDE BLOCKING USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W! 10d x 1 112" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2" x9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O,C. MAX. EPDXY 5-1/2' EMBED. MIN. @ 18" 1 Oa 10b 10C OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 . TRUSS TO POST CONNECTION SCALE: 3/4".1'-0" A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 R 8 - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGTIPH04A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PH04A AND (10) WS3 WOOD CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 9a S'-��TRUSS SCALE: 3/4".V-0" POST TO SLAB CONNECTION A&B - USP PAU44 POST BASE <U:2,266 G:6,775 W! 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,466 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 L441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407.7744078 www.abdesigngroup.corn AA 8: 0003325 y a O a UDDIV. de LOT% SILVERADO LOT #1 BLK. #11 PROJECT* 04128.001-01111 MODEL- 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: DETAILS %150 MPH EXP. B DF-pA Z:: 8/16/iB SCALE: 1/4"=1'-0" aHEET S3.IB 16 Ll q GABLE END-�� HIP HOOF I"�K ROOF WIND DESIGN PRESSURES NET 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27,98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURES' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.S. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd RING 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 8d GUN NAILS @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK Sd RING SHANK, 21/7 0.120" 170,000 16'20 RINGS SCREW SHANK ER INCH) Sd SCREW SHANK 21/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM FIW 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C, AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 3 Z Z I 0 W (0 u 2a , T LN�0 J z . 2 O Do n TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS R(X1F SHFATHIN(-1 c a ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS jy 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 17 O.C. IN FIELD or Sd x 2 1/7 SCREW SHANK PNEUMATIC SCREW -NAILS 012" 0.&yN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: All AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED 70 EARTH OR WEATHER NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPIT ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC„ SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD. 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI5 AISI SPECIFICATION FOR THE DESIGN OF FRINGE 048L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED qR ELASTICITY . 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS MEMBERS 011. DRAVANGS SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES LA A SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SW''2. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AI86, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE 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 REQUIREMENTS AND SLAB THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND -ON -GRADE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 00 NOT SCALE DRAWINGS. 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 A615 GRADE 60 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 DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPVWTCA BCS11" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pal TOP CHORD -non-mncuneM TYP. MIN LAPS SHALL BE AS FOLLOWS: k4 BAR - 26" N6 BAR - 36' WOOD TRUSSES. 10 psf STM CHORD -non-concurrent 85 BAR - 30" k7 BAR - 47 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASBA-1982. 15 psf TOP CHORD 20 Paf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 paf A/ ASPHALT SHINGLES) (10 pot w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 paf BTM CHORD 6 pat STM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: IOpaf WALL, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 paf TRUSSESOIRDERS TO COLUMNS AND WALLS FOR APPROVAL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FSC R2017) EXPOSURE B, RISK CATEGORY II) DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT SHOP DRAWING REVIEW: WITHOUT THE APPROVAL OF THE ENGINEER, AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE A SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY: STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION OF THE CONTRACT DOCUMENTS ONLY. IT SHALL THE RESPONSIBILITY THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (AD] 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- PROVIDED BY THE TRUSS ENGINEER. TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM ALL BLOCK WALLS SHALL 8E TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEOE THOSE THE ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm. 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS FOUNDATION/ SITE PREPARATION: SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 p9f, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE W8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER CELLS TO BE FILLED. TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS 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 SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND S' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MD( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F 4 PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MANG, TRANSPORTING, ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN N MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH TH ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-In" FORM5 AND SMALLER 7 FOR 06 AND LINGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS. WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS FILL CMU CELLS SOLID WITH 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 WITH 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 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy . 46 kal. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy . 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIWTION SIZE TYPE SPACING FEW- APPLICATION SITE TYPE bPACNG REMARKS 1#PTNRRINDTO CASEHARDENEDCOA GARAGEDOOR aICN SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAX MASOiRY/GONG. TUMULI VP LONG. TO MASoWyGANG. SDD, AL. Exr. DOORS CABEHARDENEDCOa YOX: WNDOW/pOOW FASTENED GARAGE DOOR BUCa 9EE DETAa BEE DETAL SEE DETAa SEE DETA0. f3 PT, SEE NOTES -111lIt" ETADGERED -MASONRY,WNC. TO MAbONHY/GONG. WINDOW SLAM CASE HARDENEDWIL P,O WNDO -A, FASTENED METALSTPAP TO CONTACT THIS ENGINEER FOR SPACING IA PT, SEE NOTES NAIL 1112-LONG. STADGERED I-MABONP_ND MASONPY/GONG. REWUIREMENTS EKT. SANG DOOR III^ TAPOON' 12' QG 1 I/Y EMBED, 4• END. NONBFARING WOOD 12'° EXPANSION 4• EMBED. A• END YA OR: S" 4 AT. SEE NOTES NO WASHEII FASTNER DffiT., 11n' EDDE DUST. WALL TO CCNC. SLAB W1 WASHER BOLT DUST., 3• EDGE DUST. h PTW NBIKX 98°PAFA2IAY 9•dC 8.1A1 A•END.OxtT.,1 t? Pi TO SNOTESTEEL .,SEE WASHFA STAGGERED NOTES EDGE DIST NOTE$ 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 SE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME 1A MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. i44i N. RONALD REAGAN EILVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde$igngroup.oDm AA N: 0003326 y b O O a 8unDiv. da LOT SILVERADO LOT #1 BLK. #11 PRO3ECT# 04128.001-01111 MODEIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %150 MPH EXP. B VZTA " g 18 18 DATE: SCALE: IgW=f-0" sIN1 10 AV