Loading...
HomeMy WebLinkAbout6801 Wagon Trail StAN 99 1828-4EBB—CAL19 9 ^' PREv001tIG SNPnGOMP��G GpOE, '\" V0V�\ Q Ga RH\L\-S NPR\� NE G\ Sod I-SY �G\NPNGE � tiQ�Q eo'offl H 0 M E S 12602 TELECOM IDFtIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) AA/CV. AIR CCOONDITIONING, MIN. MINIMUM °A� DE3CRIPHON ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES :FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES ALT AMP. Amp BD. CL CAB. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE M.T. METAL OUNTEDTHRESHOLD MTD. MOUNTED MIL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE PG CI —COVER SHEET PG GN— GENERAL NOTES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FDHSH - CLASS B -BASIC WW SPEED - Vult=150 MPH Vasd=116 MPH .EXPOSURE - B •I -STORY RESIDENCE - CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION P.B. PUSHBUFIGN PH. PHGNE PLT. PLATE PLYWD PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER BAD. RADIUS RA. G. RETURN AIR GRILL REF. REFRIGERATOR PG Al —FLOOR PLAN PG A2C—ELEVATION PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL •2-STORY RESIDENCE - MAX. HEIGHT AS PER WCAL AND STATE CODES DISP. DP. DR. DISPOSAL DEEP DOOR RM. ROOM R.O. ROUGHOPENNG S.C. SOLID CORE EST DR PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: D.S. DTL. D-W, EA. DOWNSPOUT DETAIL DISHWASHER EACH S.D. SMOKE DETECTOR S.N. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED SQ.FT. CALL. S uGL vx� 1828 BFr. ROLAND A. ABOUCHACRA EELEVATION SSHOWER EQ.Q. EQUAL S EXH. EXHAUST SL M. SIMILAR . SLB)NG PG WA6—WALL ASSEMBLY DETAILS AR No. 93723 GAP" 430 BQ FT. ENTRY 16 Sa FT EXT. F.G FX. F.G. EXTERIOR FIXED GLASS FUEL GAS SL. GL. SLIDING GLASS STD. STANDARD SWS SHE WALL LANAI 88 $Q FT. FN. FINISH SECTION A.B.LR. .B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 2362 BQ FT. FLUOR FR DR. FLOOR FLUORESCENT FRENCH DOOR TEMP. TEMPERED GLASS THK. THICK T.O.C. TOP OF CURB LONGWOOD, FLORIDA 32750 FTG. GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOPOFSLAB Tel: (407) 774-6078 GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND TYP. TYPICAL U.N.O. UNLESS NOTED Fax: (407) 774-4078 GL. GYP.BD. -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE V.P. VAF W. WASHERSHER STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS S1.IADOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR HEADER WOW. WINDOW HOT. OR HT HEIGHT W/H WATER HEATER INSPG INT. INTERIOR INSULATION W.1. WROUGHT IRON LAV. LAVATORY LUM. LUMINOUS M.C. MEDICNECABINET DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF TIC 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 SST, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS 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. %. I I i i I 1441 N. RONALD REAGAN BE LONG WOOD, FL 32750 PH: 407-774-6078 FAk 407-7744078 wwwabdesigngroup.mm AA #: 0003325 y 0 y 4 a BUIBDIV. as LOT SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEIA 4EBB "1828-CALI" GARAGE 91FMG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B DATE: 10/11/18 SCALS:: 1/4"=l'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (201 T).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 PROCEEDING 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, 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 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TRAN 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 R302.6: 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 518 -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 Y�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 T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2D02) 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 ROOF/WALUJFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W 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. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF MOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y/' 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-Cl063-12a. 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. Il N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ro 04 h d 0 R c SU13DXV. Ag L.OT SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL. 4EBB "1828-CALI" GARAGE 8MMO: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. B qNTE: 10/11/18 SCALJ C. 1 /4"= l'-O" SHEET Ilk GN 31l _ I Jlo o Blttttllo : � ollttttllt■IOI1tt�Ytttttlo � oltttt!': I � � oltttttllo' -- - ollio � ti 1 • y� O ■ ■ �JI'll la o 0 p - I�� I 1I ATTIC IGUAGE ■�a_ra :.�� ■ ice_ ��' + 17 ■ of 0 1 FOYER BEDROOM tLv Ell T E, FIE ON EGRESS o��ltttttl�o oilttttt� �� oi1tt11o'� ollttl��o� 49 I� Itttttttttttl Y�/J7dYll. SQ.F r. CAI,C. S LIV11C■ 1828 SQ. FT. GARAGE 430 SQ.FT. ENTRY 16 SQ. FT. LANAI 88 Sa FT. TOTAL 2362 SQ. FT. COY'pElR MD CLA00110IND LOADS BARD MD BFOM FOR 3 2WO OIATIB aum Sam am =w W1NDcm Rawls M07YPE FWACE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 1B 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 OJ-ID. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II■ EXP.=B, MEAN ROOF HT. = 13'-0" URES HAVE BEEN MODIFIED PER FBCR 6TH ED. t(NAL R301.2.1 TO MEET TESTED ALLOWABLE OR WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CpM DATE C BL. TOP PLATE 0 in 17 BAR DETAIL 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 GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 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. LONGWOOD, FL32750 PH: 407-7741 FAX: 407-774-4078 www.abdwigngroup.com AA #: 0003326 J h a B a 0 a eF G sul3mv. as LOT: SILVERADO LOT 7 BLK 11 PROJECT•1► 04128.000-07111 MODEL' 4EBB "1828—CALI" GARAGE SIVi RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B n DATE: 10/11/16 SCALE: 1/4"=1'-O" SPIFFY Al DRAINFOAM TILES RAISED -- - _ _- _.- \� - FREIZE ECAJIV•LENT y TYR 4 RAISED j1-► �I' _ `•� J � � IIILIGHT ■ I ■ �� �., ��10 Q FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC = 23645Q FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTI LATION AREA = 2364/300 = 7.88 VENTILATION AREA X SQ. INCHES PER FT.(144) = 1134.n SO, IN. MIN. REQUIRED VENTIIATXIN = .5X 1234.72 IN LIPPER PORTION OF ATTIC - 567.36 SQ. IN, OFF RIDGE VENTILATION AREA = 115 SO, IN. FERVENT %736 /115 TOTAL# OF VENTS REQUIRED = 4.93357 TOTAL# OF VENTS PROVIDED - 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESSTHE OVERHANG IXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 12 b HGT. 45 I ❑ a ❑ � I I 4B TYR FLR. MIN. zL 'o' FIN- FLR. 4 GRADE-0'FRIL GRADE �_A REAR ELEVATION SCALE: 1/4. I'-0' TEXTURED FINISH -8- BRG. HGT. - - - - - - - - - - - $a' -a' BRG. HGT. 0'-0' FIN. FLR 0'-0' FIN. FLR • G D - --- - — - — - — - — - —E - — - — - — - — -- ----------------------- MIN. ' G DE LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-8' BRG. HGT.s F-1 F-1 "v 0'-0' FIN. FLR N.4 GRAD -- ----------------------- ----------------------'-- RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH HGT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 d 2 h 4 0 h C sysDIV. ae LOT SILVERADO LOT 7 BLK 11 PROJECT► 04128.000-07111 MODEL 4EBB "1828-CALI" GARAGE 91IiMO: RIGHT PAGE: ELEVATION "C" 150 MPH XP. ff /11 /184"=1'-0"C ELECTRICAL LEGEND SYM. DESCRIPTION d> TANDARD SWITCH rIS' -WAY WATCH -WAY SWITCH IMMER &uITCH HIS BUTTON ISCONNECT T RMOSTAT _ INGLE RECEPTACLE (128V/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TM GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) VV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) EXTERIOR WATERPROOP"I RECEPTACLE (GROUND FAULT NTERUPTER) 10V GUADPLEX RECEPTACLE ® VV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE U;NMIECTOR) I-Q ALL MOUNTED LIGHT FILING MOUNTED LIGHT -ENDENT LIGHT GOD LIGHT L SCONCE PRE -WIRE FAN UNT14 LIGHT (I CFM PER SO. FT-) 2Q9 BULB LIGHT FIXTURE 8� BULB LIGHT FIXTURE ^^^^^^ BULB LIGHT FIXTURE ' TRACK LIGHTING ttIC LIGHT WT14 PULL C4AN JNDER CABINET LIGHT ® S14' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE IOUINT) k4' FLUORESCENT LIGHT (RECESSED) � x OIRIECESS LIGHT • CESS LKaNT (VAPOR PROOF) ILUNG MOUNTED LKPHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY TION) ;IFLP VERIFY FQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) ILNG MOUNTED FAN T FAN (1 CFM PER SQ. FT.) JACK O DETECTOR (CEILING MOUNTED) ® MONOXIDE DETECTOR IL MOUNTED) HIMES N JACK -ra PORT NOTES: • LOCATION OP TV JACKS 4 PHONE OUTLETS 4 FANS TOBE VERIFIED • HOMEOIUlER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES N ALL INHABITABLE ROOMS TO BE ARC FSWLT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO NAVE MN. CAPACITY Oe 50 CRI INTERMITTENT PER TABLE M001A O' FBGR 6TM EDITION (2011). • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-NTER)PPTER PROTECTION FOR PERSONNEL ON FEEDERS) • UWRNG METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 151t OF LIGINTSYs M1BT EIE ENERGY EFFICIENT TYPE PER F.BL_ ENERGY CONSERVATION (RESIDENTIAL ENERGY �FIGIENCY) 20M. 6fh EDITION R404.1 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN ------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . F-0' WP Panel MAIN -A PANEL: 8116 wpcn. breaks VOLTAGE: 12012MV A Pb MAIN: 150Amp Kc'13 FEEDER: 341 Cu TMMN & 1.46 Cu(G)in 1 12' C. OR 3 #= AL ThWN & 1-46 Cu (G) In 1 12'C. Wln Pets Pb D• Web dmrl Wetb POM .2 1m Fxlwb .Je GR lerllD 1- I."- _p tam mp CUt M R Spse PANEL -A PANEL: 42-breeker VOLTAGE 12D/240 V-1 Pb MAIN: I An0 M1,0. FEEDER: 3- i1 Cu TRMN & 1-Y6 Cu (G) In 1 12' C. OR 3-# M AL THAN & 1-66 Cu (G) in 1 10 C. Cxiea welr pezd Pen WYP Y12 1 m 9arA1 2mm RYPe m : E i12 1 m eac�crawlll•oE fF1 __-- — .2 1m 5:•r App— ii •BDD Nrw ze 2 P1 D . m v 11- r 6 12" — .. Al.AFa Sm 1D 12m M oaY (il m 1 .2 N2i _ Z MGFl Ree etle 12m 11 12 _ 18m dvb...n..61 m 1 .2 PN F BeI RARV BYkr AFa WD 13 14 b6D OWrGFl m 2 I o PN 1 to Ibne11W/L AFa n4 t 15 kxa.n. Pe .n Plz AN 1 18 BDn CDAFa m0 18 m tm0 Over GFI m 1 T2 M2 m K/pn AFa nm D tmo /bEwbrLlvnRc1 .2 m zs GrYS Sre AFa o«mn exmm AFa n m a ]1 m az om m 36 A r8 KVA d 88% 41 b 42 Itr 16mo WQ) briiA etl lDbnsditlaePcaPkm(M xmr onP: ABBREVIATIONS: AFd: ARC FALLTaRaITP6£wPP1ER NC: RGNCdNCWEML0A0 ofi: d2dADF—TW1EWiID1ER aY We flM tmm wYlvY im% f0000 i Y tmm raP An; Nr 1Pm LOAD CALCULATION M BASED ON AC NO"MCDENT LOAD GeMral Lluhgno & Rimepiniciii, Load AA: seam Fe 1121 __ GlnvRl Vs nRec]W/6 Fl. 54. KIWs 1 t65wugKw1.m 65 lxY Genets LM'r 8 We 1Wrz1 — 5549 PROVIDE 34/0 O), T MN • 1% ON N 2' CONDUIT OR 3 •4/0 AL, THUN • 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 50 AMP DISCONNECT DUTCH AND 120440 VOLT p G,ERAL NOTES. M ELECTRIC METER IN PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WT14 ELECTRICAL PROVISIONS OF TINE PANEL EDITION (2 I'll),LOCAL CODES, AND ALL LOCAL PCUER COMPANY REQUIREMENTS BOARP B. ALL CONDUCTORS SMALL BE TYPE THFN(THW UNLESS MOB NOTED OTMERWSE TFIEANOIE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EOIIIR'01T EGLIT9'@Ir POWER COMPANY TRANSFORMER INTERSYSTEM BONDING TERMMAL AT LOW GRADE r VOLTAGE CONNECTIONS PROVIDE BO AMP, TIO/240 VOLT, I PHASE SECONDARY/ 114 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CW INCONCRETE ENCASED FOOTER STEEL PER 1-IFCHES0 !" VIA SDULE PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF T1E POOR 6.tM ALUMINUM ALUMUT (AL) 2" DIA SCHEDULE SO PVC EDITION (201T), CONDUIT UNLESS SERVICE IS PROVIDED BY T1 E ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC r111..IAX S FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO DID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 W W W,abdwigngroup.com AA #: 0003325 d rn r; 6p 0 �4 q Q V. G m r SVHDIV. ae LOT SILVERADO LOT 7 BLK 11 PROJECT* 04128.000-07111 MODEL 4EBB "1828-CALI" GARAGE SWMG: RIGHT PAGE: ELECTRICAL PLAN V. 150 MPH EXP. B .00 DAM 10/11/iB SCALE: 1/4"=1'-0" SHEET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT ("A./'iLL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL MI 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, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 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. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE WDER-CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS WALL 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 FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC a.ciury 10-10 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB :�f T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCON9 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) 'SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYPN� FII,L GRADE OR PAVING SEE SPEC. 1'-8,Xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 . 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.AbdSe: s3up.com 5 b N 04 04 0 a y 4 r BUDDIV. de LOT: SILVERADO LOT 7 BLK 11 PROJECTUp 04128.000-07111 MODEL: 4EBB "1828—CALL" GARAGIC 31IIWG: RIGHT PAGE: MECHANICAL PLAN 150MPH EXP. B ITh DPvxNT 10/11/18 SCALE: 1/4"= l'-0" SHEET M1 o� - 0 0 I I I o I I I I �o :o L 14'-S' 14'-3' I I ------------------- I I I I I o I I I I I n LL a I C o - 0 M a I I 11 I I II I II II 0 — — 2' VTR II Fx/�`� L/\L \��I '�'� VTR KSw W/ I \�� 1/2' 3' -2' I2• AUTO VENT I V2�/ I� -- �\ �2. — — — — — i Ala z-4.l�., IR' � ' � �-I I!!• I �j L J 2 AV ' •ti7 II TUB 2 I LA V I •2.I�� LAV U ti Lc ]A I I II WC, 3 3' I I 3' 3 11El /2�i I II T WASHER 2' ■ CO 4 4- TO MAINI MA PLUMBING RISER DIAGRAM ------------------ I I PLUMBING PLAN SCALE: 1/4 . I'-0' 1"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA R: 0003325 A x rn 0 a h C ILI u O SUHDIV. de LOT: SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 xoDEL 4EBB "1828-CALI" GARAGE SMNO: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B 5 DAINT 10/11/18 SCALE: 1/4"=1•-0" SHEET P1 2X4 TOP PLATE PER FILM 6 FLAN _ PRE-FAB TRUSS 1/2' C f- BOARD 1/2' DRYWALL 2X4 WOOD STUDS 024 O.C. SLAB 0'-0• FIN. FLR NOTE: STUDS 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. (a:)TYP. INT. WALL ( NON— BRG. ) D9 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON J' ORB. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1 0'-0• FIN FLRA 11_0. TYP. O.N. BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS za PIPE THROUGH BOND BEAM 21 SCALE: 3/4'GI'-0' d_ \-SEE ENERGY CODE FORME INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION ------- �WINDOW ATTACHMENT AS PER MANUFACTURESSP SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. / WOOD BASE n W/ WINDOW OPENING A FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON OS$. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE -REFERENCE STRUCTURAL PRE-ENG 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 B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL SI 2) LAYER SYSTEM D1 SCALE: 3/4•.I'-0• — IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 615-1 Ara seAL slue raeee LRH -ea 2B GAS LINE THRU BLOCK D1 aeAu. w•.r.e FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON 11' O.S.B. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED E PRE-ENG. GABLE SWEEP SC 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THIGI( 2 GOAT - PORTL/RD C811EW PLASTER APPLIED DUMMY TO MASO/RT PRODUCT APPROVAL R?O. UV PRODUCT APPROVAL FIRM COISER DEAD w OMJ SEE STRI/GTURAL FOR 1l AWPNMBOIT 2.6 P.T. SO ATTACWW TO PILL CELL AS PER PROOUGT APPROVAL REo. GRALAW 2 SACKER ROD SEATWER STRIP MOILDSIS ALL AROUND (BY DOOR YLuaFJ _Y MN L _OVEDYOTIGSRUEAD DOOR PC s GARAGE DOOR JAMBS D1 SCALE: 11/2'GI'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS � STIFFSACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE -ENS WD.TRUSS CONT. 2x RAT RUN SECURED PER - STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2• THICK 2 COAT__Jl_ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR,, < a° n W/ WINDOW OPENING !L R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OSB. SHEATHING OR Ij' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE CA 2x FASCIA PER ELEVATIONS VENTED SOFFIT \_PRE-ENG. GABLE TRUSS \_WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU J 0'-0' FIN FLR. (-,)TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4' • 1'-0• 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abda igngroup.com AA #: 0003325 'RS y a ci 4 IN G SUHDIV. de LOT 71 SILVERADO LOT 7 BLK 11 PROJECT* 04128.000-07111 MODEL' 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DAR tE 10/11/18 SCALE: 1/4"=1'-O" SHEET D1 A -BOLTS 4' EI'®EOMENT MK EVENLY FROM FLOOR TO fol--0.�u--=--fcl 0 SECURE ON EL FLAT TO ELK W/ CUT NAILS. SIDES, 2X6 GARAGE DOOR B11dG tV (S) IN )i*)W A -DOLTS 4' EMBEDMENT MK W/ 2w,)dl WASFER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR NOR IN JOINTS PRIOR TO FILLINS. 1-2X6 PT SLOOC • CENTER OF 0 DOOR HEADER W((OX*"' J-BOLTS 4' BIBEDMMElT W/ 270•)Oir' WAS -ER AND NUT. MANFACTLIRER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (BUCK ATTACHMENT aCY2. N'•I'./' 8' cmK' DRYWALL I'X4' OR 1'X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK W/ i(t,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN W OP EACH END t 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 (' W011DOW TO BLACK +3/4 OR +5/4 SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4.) WITHIN a' OF EACH END t 18' OTC. MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-W6' TAPCONS(MIN. 0"ATNK SIZE 145 MIN. HEAD SIZED-dbO MIN. EMBEDMENT 1,49 WITHIN 8' OF EACH END a S' CMU 18' O.G. MAX SPACING. V DRYWALL 2X8;® D I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%. CASING C TAPONB (MIN. SHAWL SIZE .145 MIN. I4EAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) TTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.G. MAX SPACINCs. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2- i1 WDNDOR TO BLACK +1-1 2' " 5CALE: N.T.S. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 149 WITHIN 8' OF EACH END t 18' O.C. MAX SPACING -NOTE; STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6m SECURED THRDUCaH SECURE TO BLOCK W/2-)1(r' NON-STRUCTURAL )6' TAPC40NS TAPCON MIN. I V (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 a' cm MIN. EMBEDMENT I Yi)' DRYWALL WITHIN 8' OF EACH END t IW O.C. MAX SPACINCs. ❑ 'X4' OR 1'X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE J45 DOOR GASINCs MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS'O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAB TO BLACK +1-1%/ 6' i1 1TDMW TO BLACK +1-15/18" SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ 11((,' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi ) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X&= SECURED THROUGH SECURE TO BLOCK W/J-V NON-STRUCTURAL V TAPCONS TAPCON MIN. IYi (MIN. SHAWL SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) a• cm WITHIN 8' OF EACH END t Y)' DRYWALL 18' O.C. MAX SPACING. 2X8tm ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 OR DOOR JAMB WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN S' OF EACH END t MANUFACTURES DETAILS. IS' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1 4' n 1 DMW TO BLOCK +2 1 4' u SCALE: N.TA 2X4m SECURE TO BLOCK W/ 9b,' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' or -EACH END 4 NOTE: STRUCTURAL 2X NOT 18' O.C. MAX SPACMCs. MST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-y.'NON-STRUCTURAL W*' TAPCONS TAPCON MIN. IYi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN- EMBEDMENT 1 Y4') x DRYWALL WITHIN W OF EACH END t 'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. 2XSt SECURE TO BLOCK W/2-9b' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' OG. MAX SPACING. MANUFACTURES DETAILS. ND1M, YRt b!�®M RYf JMf fOD NDT Da®A') DOOR JAMB TO BLACK +3' if TO + ' E SCALE: N.T.S. 2X4m SECURE TO BLOCK UY Ws' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi ) WITHIN 8' OF EACH END It NOTE: STRUCTURAL- 2X 18' O.G. MAX SPACING. MUST BE CH OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK Wa-%' NON-STRUCTURAL %' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 9• CMl WITHIN 8' OF EACH END a -A'DRYWALL IB' OL. MAX SPACW- 2XB'® I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-%, 2ND 2X SECURE TO TAPGONSIMIN. SHANK SIZE STIi11CTURAL MEMBER .145 W/(2/f2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END a V TO 8' O.G. MAX MIN. EMBEDMENT I Yi) OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3' F 6'B IDOW TO K +3" SCALE: N.TA 2X4m SECURE TO BLOCK W/Ya' TAPGONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I)4') NOTE: STRUCTURAL 2X WITHIN S' OF EACH END t MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL ))(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 S• CMu MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN W OF EACH END a IS'O.C, MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2XStm ❑ SECURE TO BLOCK W/1-1/4' Yo- O.S.B. X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' OG. MAX SPACING. MANUFACTURES DETAILS. MDR. aMM M N®p M ALO.IAIf f00 MO! aMGtD lt') DOOR JAMB TO BLOCK +3-7/18" RDNDOA TO BLACK +3-7 18' C' SCALE: N.TA 2X4= SECURE TO BLOCK a,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) NOTE; STRUCTURAL 2X WITHIN 8" OF EACH END t 18' O.C. MAX SPACING. MIDST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4'NON-STRUCTURAL V*' TAPCONS TAPCON MIK I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CM WITHIN S' OF EACH END t Jf• DRYWALL 18' OZ. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2XStm SECURE TO BLOCK W/I-I/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN 8' OP EACH END t TTACM TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/I." 11BNDOLI TO BLOCK +3 3 4" SO HALE: N.TS. 1 alp- 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.mm AA 8: 0003325 4 y a 8 W 01 O a rn a 4 sul3l)lv. Jake LJOT SILVERADO LOT 7 BLK 11 PLR:OJECT# 04128.000-07111 11LODEL' 4EBB "1828—CALI" GARAGE 81rMG: RIGHT PAGE: DETAILS 150 MPH EXP. B r:Al:, 10/11/18: 1/4"=1'-O" 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 1 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2027 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2027 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 22/32/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 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 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 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 5/21/2022 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 @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/04/2018 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 W4 y La 0 a h 0 3 0 Z sUBDIV. ee LOT: SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL. 4EBB "1828-CALI" GARAGE SUING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B r ARCHITECT. rpmAwT 10/11/18 SCALE: 1/4"=1'-0" SHEET D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td DE WIRED TIED TO LATH . S' Or— MAX (VERT). yV¢,i DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX16TO BEYOND EXCEPT STAPLES UY V LEG MAY BE USEDSSE CONTROLJONTo TEMP. DURING INSTALLATION -— ----- FASTENERS TO BE SPACED . V Or— MAX VERTICALLY I i• THICK 3 COAT CEMENT PLASTER UERB LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERTU_ MAX AT SUPPORTS U NIS LAYER 'L STUCCO WRAP WOOD SHEATMINYa wP nlm LATH SHALL NOT Be, MUd18 A• TD A• A• To e• TWR �UGH CONTROL M. nN. JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE PER ASTM CI063 PROVIDE 2X4 BLOCKING 1JOI,L PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN NTJOINT FALLS ON Nam, FASTENERS CONTROL. JOINT FOR LATH TO BE NAILS OR— i STRUCTURAL STUD STAPLES N COMPLIANCE UV ASTM CIO63 2. WIRE TIES TO DE (NO. 0) 00418' WIRE 3. BLOCKW SMOUN MAY BE N ADDIT1Oy \ TO WALL STUDS REQUIRED PER PLAN / A O"M" TYPE CONTROL JOINT OL BOLD aAl1ARD . R. A OL— NW11O A Pr.A L 0WAEE. M.e IL CREASE . Pr. C OI) A.WID. PT.A 2. CTaEA. • PT. D FOLD w ® A— ® L Fd.D SSNRD . R. A x aEAAE . n. e x CtmASE • Pt C A FOLD M. c OVER M. e TLL Pr. C TOECIlS MOTTO" FLMM aft PLANSS °N°� WTISE T—. SEAL. POW. pQ tim=. y THICK 3 COAT CEMENT PLASTER MAMILA W 2 MAT ceM OCf PLASTER (cm dlRS LAYER a, FORTIFIBER BUILDING PARR OWM 04L, UM LAYER 9, STUCCO MAP (TRAM( oiLY) LAP LAYNO CT NLVA S ERAP QAR NALN91LAOM STOP AR6AF @LIU'AE EfRA1LPA ORAR QLW FRI" OR cm E)fTIAOIE 66 IENl RAA6n � Rlnc.cvr nA6RG rau tl M WALL KUCIV= M AIMS AT BOTTOM M ROQ A aw" NTtRSEcti" APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' . VERTICAL LAPS (ROLL 4'E4' SELF -ADHERING MEMBRANE FLASHING ?COMPATIBLE W MOOSE 6 ENDS) A 6' . HORIZONTAL LAPS, IURAP MATERIAL)OVER 4' D ALL S77/ LATH VERTICAL LAP TO BE P APPROVED MOUSE WRAP. f'- UUTH PPE FLASHING TO EMDID ONTO PIPE 1. OR LESS MR r bkb' SELF -ADHERING MEMI RAE / \ PENETRATION FLASHING (COMPATIBLE UV MOOSE U.RAP MATERIAL) OVER 4'a4' SELF -ADHERING MEMBIWE FLASHING OVER APPROVED /H \ mouse �'A'P' {FLASHNG TO EXTEND ONTO PIPE X I X X X QlT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE 'iAS'U ING CUT AND OVERLAP ONE SIDE OF STEP C��p SELF-ADHERNG MEMBRANE FLASHING I RB LAYER'). i' THICK 3 COAT CEMENT �2 UM LAYER 1. STUCCO WRAP I PLASTER STUCCO UIRAP MN PAPER LAP 9ELQY RLY METAL LATH UNDA' LAYER 7, tbRTFIBER LAYER Q FORTPIBER BUILDSG PARR OM NIERB LAYER Q, FORTFIBER BUILDING PAPER BULL BUILDING PARR MEAL LATH \ / I UM AP 6'xi' SELF -ADHERING MEMBRANE STUCCO FLASHING OVER 4.4' SELF-ADI-ERNG MEMBRANE INSTALL FASTENERS (CLIPS. FLASHING OVER APPROVED U lOOD SHEATHING STRAPS, STAPLES) AS REdIWRED TO SECURE HOUSE IURAP• R.ASIING TO EXTEND ONTO PIPE PIPE/ IUIRE TO FRAMING 4'R4' SELF-ADNER6li MEMBRANE FLASHING OVER APPROVED MOLISE I- MLAIN AP.aoER L RAP. FLA6MNG TO EXTEND ONTO PIPE 2 4LL LAP 1i COAT. BEAD OF SEALANT SCALE: I In'.I'-I' INSTALL APPROVED NOUSEYRAP AIR INFILTRATION BARRIER OVER 6NBATMNG ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) ® KICKOUT DETAIL "MA TOOT WIN. nwo as AOLDBL DO Nor OUTNor Otrt VERTICAL LATH & PAPER DETAIL Nam, SIDE LAPS OF METAL PLASTER SAWA SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETUEEN SUPPORTS UT" 00418-N. (121fiF) WRE AT INTERVALS NOT MORE THAN W (228-MM). AS PER ASTM CV63 18.1. FOR REPAIR OF TEARS N WRD LAYERS, TEARS MAY BE PATCNNO U44OLIBE WRAP TAPE PER M•ANF. SPEC. OR PEEL A STICK UIOOD STUC SHEATHING BUILDING — PAPER STUCCO — • LATN • PAPER HORIZONTAL LATH & PAPER DETAIL WOOD SHEATI IW-z OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WREN 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHIWs (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING- N.T.S. SECTION PER SECTION R703.7 EdRIQ Win.r10 Ombft Erterbr use of poNand cement plaster shall comply vMth the application r.cprements of ASTM C 926-12A. Installation of eMerior tatting and hamirg WWI comply With ASTM C 1063-12A. IPE PENETRATION DETAIL (FRAME) T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ----- — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESII/E FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-541-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.com AA #: 0003325 y M O a k C -LL I SUBDIV. & LOT SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL• 4EBB "1828—CALI" GARAGE BMWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 5, nwTE: 10/11/18 SCALE: 1/4"=1'-0" WA1 BACKER ROD INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGIUENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and Westering 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. WRB LAYER 1, STUCCO WRAP HOODED VENT X. J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER fI, STUCCO WRAP) WRB LAYER 02 (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-84i-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT F REMAN,P. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP t SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FL/ (A)VENT PENETRATION 11 SCALE: N.T.B. ELEC. METE! VERIFY LO � Z r�GVG Q STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE 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 WOOD SHEATHING, WRB LAYER 1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 'I' O.C. MAX acal D"�` 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCKI WRB LAYER 1, CUT OPENING IN STUCCO WRAP APPROVED WOUSEWRAP FOR BOX INSTALLATION CUT GUT 'X' INTO U1RB LAYER 1, STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING WOOD SI IEATHIt Ks OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #1 APPROVED HCUISEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 M GRADE D. FELT-PROVI SEALANT Al JONTS AND INTERSECTIC APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP STEP *3 S' STEP #2 WRB LAYER 1, STUCCO WRAP IWS MEMBRANE FLA MEMBRANE FLASHING It RE, LAYER'2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP #5 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA M: 0003325 D q .M.. 0 a d c F 64 n. BXMDIV. de LOT: SILVERADO LOT 7 BLK 11 PROJECT* 04128.000-07111 MODEL: 4EBB "1828—CALL" OAERAGE 8TrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. 1 DAA E: 10/11/18 SCALE: 1/4"=1'-0" SHETE�TT dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTH=IBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER t SPACING s l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.eom AA #: 0003326 F h �V 0 h 4 IN 4a ra f O x SUHDIV. ae LoTcl SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL: 4EBB "1828—CALI" GARAGE SVIRNG-. RIGHT PAGE - WALL ASSEMBLY DETAILS 50 MPH EXP. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOOD CONSTQICTION BEYOND WOOD SNEATFING WOOD WEATHER RESI6TIVE ISAIRI2IER -1 / LLEATFEiR IESISTNE BARRIER 4 , x t Yew SIDMG . / FV6PWEAbGETHER 6' SELF-ADNERNG i R.A011NG L _\ RESISTIVE / STARTER STRIP \ \ BARRIER 9 FlR ArSISTIVE SW GALV'D FETAL a —� GALV'D FETAL 'Z' R-ASKING 'Z' FLAGNNG BROOD TRM FEI'EER� - \ SnIrL� CASM i w3oo`T E'� \� OR APPROM SEA VACAULK�T SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1J 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 wwwAbdmigngmup.com ` AA #: 0003325 J N 4 O U 6 C a sUDDIV & LOT: SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL 4EBB "1828-CALI" GARAGE SVMG: RIGHT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B DAR 10/11/18 SCALE: 1/4"=1'-0" SHEET W.A4 Of / \ 1 T/S' TEXTURED ' FINISH • WOOD. .. `....: /_------ \ 1/2' TEXTURED x . -_— — — + i 2x6 SUB-BANb FINISH CMU x x x 1,777 77 W/I'x4' NOTCH tv METAL LATH x x x x x / -- --._ -- ✓ END, WRAPPED IN / / PEEL t STICK METAL FASCIA WRAP WOOD SHEATHING OR cm x x x x x x — 1 WRB LAYER h, x x x x x x 1 — DRIP EDGE ? STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x 1 E----------------- --i Ik� f I{ = U WRB LAYER 02, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x i FRAME OR CMU I 7/6' TEXTURED I FINISH WOOD 1 �� TEXTURED 2X& sue eAND - (FRAME ONLY) RooFING CEMENT 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 FELT PAPER FINISH B CMU x x x x x x x x x x j / 1 DRIP EDGE x x x x x x x x x x DRIP EDGE \� / \� x x x x x x x x (REFERENCE POINT ✓ METAL FASCIA OM METAL luck our ONLY. FOR WALL OFF V ],a f,. STUCCO,Is1F'FROM � '; WOOD WALL� �� 1— h x ,. SET OF COMPONENTS) --- - \\\ EXTERIOR WALL -T. METAL FLASHING, WRAPPED �o (FRAME OR CMU) MIN.Y4' ABOVE BOTTOM OF DRIP EDGE \\ \� NOTE: NOTCH FOR 2Xro \� SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND \\ �i FOR CLARITY W/%'x4' NOTCH A END, WRAPPED IN \ \\ \ ROOF DECK (BEYOND) PEEL t STICK \\\DRIP -ROOF CEMENT EDGE, I' OFF WALL F- EDGE \ (NOT INTO STUCCO) OMMIITTTED FOR \\ 1 `�l/S' CLARITY \,\�\ TEXTURED FINISH a WOOD, I/2' TEXTURED SUB BAND DETAIL Ca? WALL \ FINISH s CMU / / 2x6 SUB -BAND W/I'x4' NOTCH tv END, WRAPPED IN PEEL t STICK ®E L E Y>4T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FILAN A PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS W-8' O.G. MAX. 2x SUB -BAND WN2'x4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 3 SUB BAND DETAIL ® WALL Wf KICK —OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH B END, WRAPPED IN PEEL t STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 x F4 a q 0 3 li iL #A lu E 0 S EUSDIV. le LOT SILVERADO LOT 7 BLK 11 PIROJECTp 04128.000-07111 1[ODsm. 4EBB "1828-CALI" GARAGE 19MMO: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B jo DRA,B10/11/18 SCALE: 1/4"=l'-0" SHEET WA6 Kllff;w 28'-8" 9',8" 9'-0" 15-10" 3'-4" • F--FM-12X12 —--- m 1 — --- FM-12X78-----� IN I' 1.1 4„ CONC. 4 I . SLAB 0 I awr Oa 1/2 1,_p„ I.F-24X24 40l ,D I r 1 FM-12X18 TEND ,., ,.1 I �I SLAB 1 1/2" I I I I I I I T� SLAB I N I I I I I� I• I ILL I I I •I I I I 1 4" PVC � Q•�� CHASE 1 1.1 TE-1 J — I "21" s112 I I 17,1" I xlfV � i I I o N LLI I 1 EXTEND I SLAB 11/2" 2 I 14" CONC. !-2�1 FM-12X,8 a 1 SLAB wl r m X 1• I • I Oa I �3 1/2 N LLJI " � � I II 2,., mU *71/2 1.1I FM-12X18 -- — — F'M3-'�L-- 72X,2 FMC-12X18 — FM-12X18 — — — — — — FMC-12X1L 8 — — — 4 4 10'-2" T-10" 2'1" 16'-0" 2'-8" 21'-4" 14'-0" 4'1" 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" r4"CONC. 1 SLAB o p$--0= TOP OF ,.� SLAB 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 +-0'-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. 11.0INDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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 =361, 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. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS — Wl.—l-4 OVER GENERAL 310 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 TE-1 8' SEE PLAN 10" - O #Vs FM-12x12 17 CONTINUOUS 12' - (2)#5's _ ♦0'1. FM-12x18 12, CONTINUOUS 18" - (2)#5's - (+)0'-0" FM-16x18 16' CONTINUOUS 18" - s (+)0"-0' FMC-12u18 12, CONTINUOUS 18" - (2) Ws #5 IN CURB VARIES F-24x24 2C 24'• 12' Il N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-77"078 wwwabdesigngroup.com AA #: 0003325 N 04 L4 W 01 0 a C 14 a lu 0 IPROJECT# UHDiv. & L.OT SILVERADO LOT 7 BLK 11 04128.000-07111 MODEL. 4EBB "1828—CALI" GARAGE SVFMG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B _i�'a11 h F-PRINTDA 10/11/18 SCALD: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED ��' CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS ' ° > }A.,SPACING REQUIREMENTS T is GARAGE DOOR a W m U W 4� I RECESS U a 4r� — FM °, g tr N W CM WALL O W 8" CMU WALL > f 1 CORNER BARS, SAME SIZE AS BAR I W W 8' 0 ° >I IN FOUNDATION WITH 30" LEG EACH W U m - 0•S• TOP OF SLAB w LA13 TOP OF SLAB °Id' I WAY AT ALL CHANGES IN DIRECTIONS I ... ( "� SO THAT THE STEEL REINF. IS CONTINUOUS .I Co i 7 _ a ° I MATCH AMOUNT OF CONTINUOUS BARS DI CURB FOR EXT. PORCH SLAB n � � SEE SLAB SCHEDULE DIA. 4" CHAMFER (1-STORY) � -VARIES � SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLABW/1fZ' 4"CHAMFER '' � a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �=p, MASONRY UNITS SET AT ELEV6" ISOLATION (WHERE -,_ f • CHAMFER (2STORY) W/ 1!Z' ISOLATION`-�—" (1STORY)JOINT "`'r`•-�rr----• G' CHAMFER (2STORY)APPLICABLE) i SEE SCHEDULE M#741' JOINT(WHERE. APPLICABLE) n EESCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE _i FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=1'-0' / \ CORNER BARS DETAIL DOOR OPENING @GARAGE .� '7I 4 SCALE: W W oa N NEW REINF. BAR O 4. SECURED W/ 2- PART g 2" CAPPED 0- I EPDXY. MIN. EMBED GALVANIZED PIPE Q e", LINO W/FLANGE @ BASE Q 0 FOLLOW ALL MANF. U) a SPECIFICATIONS FOR m USE AND I I~ PREPARATION OF W HOLE, SECURE FLANGE TO SLAB W/(4)1/4'X214'J TAP CONS L Q F4"AMFER(1STORY) AMFER (2-STORY) ADDING BAR TO 5 BOLLARD G MONOLITHIC FOUNDATION _ SCALE: 3/4"=1'-0' SCALE: 3l4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i o(L m U y J 3 HI a p m B' CMU WALL bi M - w O'-0" TOP OF SLAB SEE SLAB SCHEDULE i — < _F"ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB EDULE s,BAR SIZE ��AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD COL. PAD 1 V SCALE SCALE: Ii N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abde lgngmup.com AA #: 0003325 d y 0 a U G e� C SUBDIV. de LOT: SILVERADO LOT 7 BLK 11 IPROJECT# 04128.000-07111 MODEL: 4EBB "1828—CALI" GARAGE 131►WG: RIGHT PAGE: DETAILS 0 MPH EXP. B pRu4T DATE. 10/11/18 SCALE: 1/4"=1'—O" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 0. V q t V W O V y A Re 9 SLJHDIV & LOT SILVERADO LOT 7 BLK 11 1pltOjEcT# 04128.000-07111 MODEL.• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DATE: 10/11/18 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z (V of #5 BARS o ll 8' 5 0 CLEAN OUT REQUIRED T-0 Q FOR INSPECTION O o . M 0'-U' FIN. FUR. TIE ERTICAL TO HORIZONTAL Eli °,: REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA ZX #3 18" LU #4 24" O 30' CMU UNIT DIMENSIONS m ARE NOMINAL SIZES ZI on #T MASONRY SYMBOLS HORIZONTAL/VERTICAL 3 SCALE: 3/4"=1'-U' _ REINFORCING SCALE: 3/3/4"=1'-(Y' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 wwwAbdesigngroup.com l AA #: 0003325 y w 0 4 e� C mm F 9UH3DIV ae I.oT SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL- 4EBB "1828-CALL" GARAGE SIFMG: RIGHT PAGE: DETAILS 150 M . B DAR� 10/11/1B BCALE: 1/4"=1'-0" SHEET S1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 1/2" HOG 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 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 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. BEAM SCHEDULE INDICATES OPENING BELOW/T.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 (psc WkE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)1l5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /Mw SAFE LOAD - POUNDS PER LINEAR FOOT SAFp GOAD I 61141r-61101111111 I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH tlY° 3'4' (42.) PRECAST 2231 4W' (48') PRECAST 198E 4'4' (54') PRECAST 1699 94' (64-) PRECAST 1217 5'-10- (70') PRECAST 1082 SO (?n PRECAST 90B T4' (90') PRECAST 743 I74' (112) PRECAST 554 10'4' (123') PRECAST 475 W-C (138) PRECAST 362 12'4' (144-) PRECAST 337 13'4- (IW) PRECAST 296 14'4r (1W) PRECAST 279 14.4' (1M PRESTRESSED NR 104' (134') PRESIROM N.R. lr4' pm PRESTRESSED N.R. 184' (2M PRESTRESSED N.R. 21W (253") PRESTRESSED NR 224' (2849 PREPRESSED NR 24'4' PRESTRESSED O�m000 omovmom 0�m0000 0�00�00 0®00�00 mm00000 0®�OOm �0000m0 o�ovoov ommoo oom000v Om�00�.Q� ODm�E�00 oommo©o oommmov oommmov ®omomov D�Om�Om 00000�0 0���000 N.R. t__.___1s ...at a411i[l I t31 I- M4 I tO9T I 1272 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFTCATIONS 7d (42') PRECAST 1025 10Z4 INS 34' (4:M PRECAST 4'4' (4" PRECAST 786 783 1309 C4r (48) PRECAST W4r (54') PRECAST 592 5B1 10" W4r (54-) PRECAST 04- (64-) PRECAST 411 411 745 6'4' (34-) PRECAST @-Ur (In PRECAST 340 339 016 9-/0' (N7 PRECAST 8'4' Vn PRECAST SU 721 4W 84' (759 PRECAST r4' mn PRECAST 424 &M 30 r4' M PRECAST 914' (1127 PRECAST 325 512 230 94' (112') PRECAST 104' (128) PRECAST 254 401 180 104' (12" PRECAST 114' (138) PRECAST 260 452 154 11'4' (13n PRECAST 1Z4' (144-) PRECAST 244 402 137 12'4' (1"') PRECAST IN-C (18V) PRECAST 217 324 110 13.4' (M0') PRECAST 14.4' 116n PRECAST 205 203 100 14'4' (16n PRECAST IC4r (175) PRE N.R. 254 91 W4' (173') PRESIRE88ED 1E4' (184') PRESTO N.R. 259 83 194' (184-) PRESTRESSED 1r4' (208') PRESTRESSED N.R. 194 54 lr4' Wn PRESfRE88ED 104' On PRESIRE85ED N.R. 148 62 1" Pn PREMRESSED 21'4' W) PRESTRESS® N.R. 125 42 21'4' (253') PRESTRESSED 2Z4' W) PRESTREM N.R. 116 40 2Z-V QM-) PRESTRESSED 2V-W (233') PRESTRESSED N.R. 91 33 W-V (2W) PRESf (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MN& M C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1"126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA tl: 0003325 F W y Lo v All Ail q C L3 SUSDIV. & LOT SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-0711 L1 MODE• 4EBB "1828-CALI" GARAGE SWMC;: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B m "=1'-0" ItINT 2 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4-T-O" NOTES TO THE INSPECTOR/CONTRACTOR TYP.6X6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` \-� TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 67c16'5. in LD THE DOUBLE BOND BEAM IS OMITTED AND A COINCIDE OM BOND BEAM COURSE OF BOND BEAMLINTEL IS PLACED. THE STEEL#5 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 70P OF THE LINTEL. / A lnl\ 95-p 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ,yam— /PQR�FEi OND BEAM W/ (B #5 BAR BOND BEAM • /\O EACH COURSE XAP 6 8x8 BOND BEAM TOP OF • �pQE�\\\� W/(1)#5 BAR .� BOND BEAM F FILLED W/GROUT (Y\U=UNFILLED GROUT SOU NRFROM .t1\� NOMINAL OF LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2NBEAM COURSE D BOND BEAM SEE NOTE 5 A\ �p 16-1 T/1 8x8 PRE -CAST CONCRETE P09�F�Fti NOMINAL�� LINTEL W/(1)#5 BAR(L2) P� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY $° OPENING BOND BEAM COURSE OR %2� BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 34"=1'-0 THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Lt) REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT . 3 1t4„ 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRECAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" = SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" m EMBEDMENT 2x8 (MIN2X3)2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION `* ARCHWAY FRAMING DETAIL SCALE:112'=1'-0 C J SCALE. 314"=1'1Y' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 V V 0 4 h O SR C V) Q 8L7HDIV. & LOT: SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL. 4EBB "1828-CALI" GARAGE 31IING: RIGHT PAGE: DETAILS 0 MPH . B DATE: 10/11/18 SCALE: 1/4"=1'-0" 8*1EET kI,lS2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG 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 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 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 PBS36, .177" ° x 2 718" 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 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, 1-PLY G: 49U BBSBBS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS $ SECURE TO BM. W/ USP FRAMING PLAN SCALE: 1/4" = V-0" i-PLY U: -1003 LBS G: 2294 LBS 1-PLY U: -528 LBS G: 1001 LBS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 A F. M q i; d 0 y c SU13DIV. & LOT SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DARE: 10/11/1B SCALE: 1/4"=1'-0" SHEEC �J 3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A41)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP 8{2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/Y' TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/10 10d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) ,/4" z 2 1/4" TAPCONS TO COM CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 7' B ALLOWABLE UPLIFT = U:2430 LBS, L.1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE ICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3-'=1'0" S8_GDlZ_D_ER CONNECTOR(S) (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'fi" O.C. (AT SHEATHING O'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2.8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" 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 37' 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. 2.4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS NOTCH DEPTH 114-D HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE METER L STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING NLY SPAN ONLYHOLE EDGE >SU' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS 71/EQUIVALENT OR GREATER UPLIFT AND LATERAL (F, 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 oll THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO AUSPRT16A(FL#17236)ORLUGT2(FL#17240), ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE P<3/5'D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING %1 AND BORING LIMITS O ALTERNATE MATERIALS - 11 SCALE 1441 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00m L AA #: 0003325 W y �i d y. O y 4 L61 I I SUDDIV. & LOT: SILVERADO LOT 7 BLK 11 PItOJECT# 04128.000-07111 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE 10/11/1B SCALE: 1/4"=1'-0" SHEET s3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BILK W/TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY G' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2,8 P.T. PLATE W/ 12tl's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2) 10d's EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN 81 LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 F M q 0 v h O eF G 13pR IU33DIV. to LOTSILVERADO LOT 7 BLK 11 0JECTp 04128.000-07111 MODEL.• 4EBB "1828-CALL" OAPZAOE 191IIMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: TE 10/11/18 SCALE: 1/4"=1'-0" 88EET S3.1B VTT SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTT AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0" TO 30'-(Y' (1)'W' BRACE 30'-1" TO 60'-0 (3)'X- BRACE PE R-ENG GABLE TRUSS (1) "X" BRACE @ CENTER �I (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALUPLOOR IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12'O/C ANDAPPROVAL SECURED W/(2)12d'sQ PRE-ENGINEERED MASONRY BOND BEAMA EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE END PRE-ENG'D TRUSS G SCALE: N.T.S. 1 HIP REGABLE W/TURN 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwzbdesigngroup.com AA #: 0003325 0. y �o U 0 V y C F R MU13DIV. & LOT: SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 MODE1s 4EBB "1828-CALI" GARAGE 9WMG: RIGHT PAGE: DETAILS 50 MPH EXP. Rurr DATE: 10/11, SCALE: 1/4"=1'-0" gBEET S3.1C q wBLE-ENO .P- ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-D" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' OS B. OR 1/7' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS ATV O.C. AT SUPPORTED PANEL EDGES AND 8o 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 2x4 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 STIR. SHANK 8d RING SHANK, 2 10 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Sd SCREW SHANK 2 1/7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/Y' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. ,- TOP & BOTTOM EDGES .. ED z9 � w D IL z Z U q 0 G n J Z � I Y z 0) 0 . T ZW w Z (0 w z Z U NO O 'a R B Z Y z 0J z w = W w (D /n u W w0�� w U W� O W 0 11 TOP CORD BLOCKING AT 4' O.C. MAX_ IN FIRST 2 FRAMING SPACES AT EACH END - RAFTER OR R USS -� A ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMNG 8d RING SHANK GUN NAILS 6' O.C. IN FIELD ` C8d RING SHANK GUN NAILS ®17' O.C. IN FIELD or 8d x 2 1/7' SCREW SHANK PNEUMATIC SCREW -NAILS @ 17' 0.EjN 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 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%WRENTRWNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMTERED 3/4'. 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. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSGNGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 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, 61h 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. 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 Al85, 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 T-O' OC, EACH WAY. TODESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO 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 ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE IMTH 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 'TPINVTCA BCSI 1" SUBJECT TO ENGINEER'S REVIEW COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF LIVE LOAD FLOOR' LIVE LOAD 40 psf TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #N BAR - 36' WOOD TRUSSES. 20 psf TOP CHORD +wn-conctinent 10 psf BTM CHORD-nconcu-t DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: tOpsf BALCONY LIVE LOAD 60 Psf WIND: DEAD LOAD SPEED=150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAW NGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESKM, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE NIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL L NOT EXCEED 5" N-PR OR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REDUREM3ITS OF AG 301 AND AS IN C-94 OR 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 MX UNTIL ITIS 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 90 MARES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/C FOR ♦ 5 AND SMALLER YFOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31V FOR SLABS, WALLS AND JOISTS 1-11T FOR BEAM AND COULA1N PRIMARY REINFORCEMENT, TIES, STIRRUPS #5 BAR - 30' 97 BAR - 42' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER HALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1A 982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL 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 DETERMINATIONS, FEASIBILITY 8 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 WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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" (ACI 530/ ASCE 5/rMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. 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 PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TVW-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM CA75, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31W ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION CONNECTORS' BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS(NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. 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 STRUCTURALSTEEL• THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 KIM FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE 8 Fy = 46 W, STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS 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 ,MASONRY/GONG. NNLt t/Y LONG L °-� TO MNNNRIADOHC. SEE DETNL .1 DEfNt SEE DETNL SEE DEfNL K �Pr, SEE— L„?LONG. AGGERED WINDOWgOORI FASTENED MASpN2Yx)CNC. OAI7M E mDOON BUG% ,GONG. SEE DE-L SEE-1 SEEOEfNL SEE DE-L vANoowe,xac "PT SEE E8D -EwwoErEncaL METALSTwaro M0.5ONRf/_ CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS BUCIt 3611'IN DOIXt ()Wt°gA P9rtR 'FM[/JM PSTNER is- EEO. LEND. R'EDGE DISr _ENi1_ 3I PC P! iw DDwBDa B,8•PAFx],A• TDx ENDaB..,,2 o rS,EEL Nores COL.. gEER -ERED EDDE 018I. 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. PAF SHALL BE HILTI 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. WNDOW AND DOOR BUCKS SHALL BE AS WADE OR WIDER AS THE DOOR OR WNDOW FRAME EXPECT FOR AN EXTERIOR SWNG DOOR WITH AVVDOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA #: 0003325 6 14 y Wo U W -10 01 C F mm F suj3Drv. de LOT: SILVERADO LOT 7 BLK 11 PROJECT# 04128.000-07111 WODEL" 4EBB "1828-CALL" GARAGE SIF MG: RIGHT PAOE: DETAILS 150 MPH EXP. B R 10/11/18 1/4"=1'-0" k L:l or