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HomeMy WebLinkAbout35548 Burma Reed Dr99 1828-4EBB-CAL1991 HOMES 12602 TELECOM OF 1VE, TAMPA, FL 33637 T®1: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILINQ CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATEAULQ 5 CITY OF ZEPHYRHIL Pt.AN' XAMIwIER: . • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .FLOFM HIOMM CWX UMEMA„ gty gp�pp (gpiq) -AM IDM MD STA72 CW13 p���� -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE — VB INTERIOR FINISH— CUSS B BASIC ■DID SPEED — Vult=150 MPH Vasd=116 MPH • - B •1—STORY RESIDENCE - •2—STORY RESIDENCE — MAR HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONINGMUM. LUMINOUS ADO. ADJUSTABLE M.C. MEDICINE CABINETNATE MFR. MANUFACTURER ALT. ALTER AMP AMPERAGE MIN. MINIMUM CD. BOARD M.T. METAL CENTERLINE MITI. MOUNTED HOLD CAB. CABINET MTL. METAL CLING. CLEN.T.S. ON CENTER SCALE NOT O.C. ER CLR CLEAR CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION IL RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP P.A. RETURN FRIGERAIR TORILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTI. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA_ EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F:G. FIXED AS S SL. SLIDING FAN. FINISH SL. GL. SLIDING GLASS FL R FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GTERRU TER CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.G.S. Top OF GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDIL HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD Orr. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION , Cpy p ARCHITECTURAL SHEET DESCRIPTION dy" ion Fee UPDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATIONS "D" PG El -ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA8—WALL ASSEMBLY DETAILS OIA6/l6 CD*RE-ISSIED 024V6 SINNG E,EVATOO ADDED 03/!b)I6 CPS RE -REELED 04A9119 FOOTNGREV610NPERMBOeEB 06rdw CDs RE-NSIP.D 021" ADDED OJOLEgdFOOTERATGAR,K,EDETAIL ffORTWM) WMAS PLANMANTBIANCE 03MM REVISED LWEL 50 AT MW ENTRS' Dade • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 OMHA ADM ADDMONAL RECEPTACLE N GARAGE PER WILL BATSQ4 lFELES.i SQ.FT. CALC. S o4 ms REVISED NVAC vOLu ES ON SOFT CALL SCHEDULE IMMW 0bIM ADDED 'EXTERIOR MONO DEEP FOOTEW DETAIL 12M A (ORL) LIve4G '�8 SG �. GARAGE 430 Sa PT. sm * Ga FT. LANAI FT TOTAL 2,362 Sa FT. 06AIAS ADDED LED LIGHTS a KITCWN 4 BATH PER MARK MOUES OTASAS ADDED STONE OPTION ELEVATION C L D (TAMPA) o9)u)I9 ELEVAtioN �, 610NG-�D LOA SR 0 GAW ROOF b/i n ADDED OFT. W-01 CELM NEKGLITS OUSIRO REPLACE USP CONrECTORB WITH "SON CCNECTORS 04AMW REVISE ENCAVENT RADON PLAN DR' 0M0840 OPT. B'-C CLG. NOT.- ADDED LED LK114T N FO7ER DVMW OPT N-0' CLG. NOT• ELEVATION 'C'- REVISED WONT OF ARCHMAY os/aae AppEp ELEVATM �'' *'' lOgL, STRUCTURAL SHEET DESCRIPTION ObA04fM ADDED ELEVATIO O Tii'•T'N�-MBA (ORL) PG Sl—FOUNDATION PLAN PG SlAA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3—FRAMING PLAN PG S31A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG SNI—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND ORDER TOO BUILD THffi PROJECTDETAILINGOR ONTHISEXPLANATION IN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER 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'9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAW LNG SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.coIn AA M: 000332E ggg� A a� w 40 JU O IP ounDiv LO ag OTSILVERADO LOT #34 BLK #18 ROJECT/L 04128.002-34181 MODELA 4EBB "1828-CALI" GARAGE 8WI/BNG: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). 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. 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. 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 CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 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, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- D" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTTECTIENGINEER. 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 13(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8INCHES 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 i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 8 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 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 %rINCH GYPSUM BOARD OR EQUIVALENT. 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 TERMITE 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 1.2014) 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/WALLFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 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 Xi' 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. I. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINNiM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 8 ASTM-C1063-12s. 3. LATH 8 ACCESORIES PER ASTM-C-1063-1 to 8 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003326 k r b a BtYBDM 4k LOT SILVERADO LOT #34 BLK #18 PItOJECT# 0 128.002-34181 MODELa 4EBB "1828-CALI" GARAGE 9TrMG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DATM. 6/09/20 8CALE: 1/4"=i'-O" skum" 164 GN 0 39'-8' of////tlo C m m � m ollo o � o � I 11 • � � r n olllo — of/////lip O i T6 i if 96 b a Z e o C ,. --. AS Ri j o - PER - CODE o GAMIGE FIM p ;UI'11 a TRANS. oQ — EMY �I Z all o EGRESS o'1//Ilo SQ.FP- CALL. S LIVING 1.820 SQ. FT. GARAGE 430 SQ. FT. El 16 SQ. FT. LANAI 88 SCL FT. TOTAL 2,362 SQ. FT. OOIPOIEIR NO OLAOONG IIaD LOADS IM/C MIIO oa�aeuie rOR a e/oolD Guele 07B/1E Sam DOZE MkVH MM HHMIIIB NOT" IMAGE MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SUNG 18 5 24/-31 DR. MIN. CRITERIA BGD. MIN. 41 S 23/-2S CRITERIA 16010 O.HD. 112 5 211 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. cammagglLgm C Dill TOP PLATE O BAR DETAIL A SCALE:1/2'.1' ARCH DTL. B BGALE:1/2 .1'-0' FLOOR PLAN SCALE: 1/4' . I'-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 UTH SITE PLAN. -OTHER OPENINGS BETUEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED UTH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN TI-110 ,11i SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD: LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA0:0003325 J b d sUBD:v de LOT SILVERADO LOT #34 BLK. #18 PRGJECT# 04128.002-34181 MODEL& 4EBB "1828—CALI" GARAGE DWING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DATE' 6/09/20 BCAi.E: 1/4"=1'—O" BHEET Al BLDG. HGt. FTF'ON LVI2X24 ----------------- OR EQUIVALENT SHAKE SIDING AS SPECIFIED (Tyr.)4' PREIZE (SAND (TYP.) 12 gyp` 6' TRIM COARD (TYP.) 6' RAISED DAND (TYPJ OPT.COACH LIGHT W-O' BRG. HGT.1,v -im _ P-0, 0'-0' FIN. FLR - FRONT ELEVATION SCALE; 1/4 " 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A LAP SIDING AS SPECIFIED (TYPJ � SHINGLE ROOF 15KTIIXII OR EQUIVALENT 0'-0' FIN. CFF RIDGE VENT AREA OF ATTIC 2364 SO, FT. NET FREE VENTILATION AREA REWIRED 1/30D REQUIREOVENTRATION AREA 2364/300 7 68 VENTI LATION AREA X SO, INCHES PER FT. 1144) 1134.72 SQ. IN. MIN. REQUIRED VENTILATION . .5X 1134.72 IN UPPER PORTION OF ATTIC 55735 SO, IN. OFF RIDGEVENTILATION AREA . 115 SO. IN. PER VENT 56736 /115 TOTAL MOF VENTS REQUIRED c 493357 TOTAL60F VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL NOOVERHANGS INCLUDED EMIN SIX MILE rl FLIT! I I U EZZZZI OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH BRG. WW. S'-S' BRG. HGT. 'a h 0'-O' FIN. FLR Ii OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT I ` b 'v ----------------------- ry------------------ RIGHT ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH FIN. L�J DECO. DTL. HGT. >'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6076 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003325 A 1 r Q S3 r c OtTDDIV 4. LflT. SILVERADO LOT #34 BLK. #18 PROJECT 041 8.001-34181 MODICI1 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: ELEVATIONS I'D" 150 MPH EXP. B NawM 6/09/20 OCALE: 1/4"=1'-0" a*== A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MY OUTLET 3o AMP SNEu POLE IIOv OUTLET 'IV OUTLET I* Q OUnJR Ono TD SWTGI ON W OUTLET EfiNPED NNTISD PAIL IUC6STNIT 1TPER rAev OUTLET (4) UFO CON'M.TION �1� IEIIP ENT. 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OPT. eau3aTY' I4EYPAO • PA PaWEUTTOI POR CUM IRS PO R • LOCATION OF TV JACK! 4 PWO E OUTLETS 4 PANS TO SE VERIFIED . N"VAN" PR! -CONSTRICTION NEETNO. • ALL S 4 20 AMP SRANCN OHMIC" TO BE AMC FAULT OT PRECTED PER CAL ELECTSPIOVW" O, ATN ®RIOT /]OIV 4 NEC ]IOU] 24014 11115ITIM1. • ?0 AMP DEDD.ATED LAU IPW OPO WT. GPI . *LAND DST aN arCHM CRaIT) • DISFYAlle" OSCONCT TO SE LOCKOUT N PANEL • SATNROCM 2)0Y4NT PAN TO NAVE MN CAPAGTY OF 30 QM NTEIVITTENT PER ELEGaSICAL PT11I OF SMCTWN MIEeu LAUDRY Roots 11lClPTAtXE SHALL N 0I4OIM FAULT CECUIT•MERUPTER PROTECTM PM PERSONNEL ON IEED/I!6 • RRNO MrAM SNALL M NON MTALLIC CABLE PER MWTROAL FRONNONS OF PHIM STN M /20111 • AL TO M CTUSCAL FRN OSONS I • ALL LAN7M SLIM SIS SELSOTRD SY sIIILDL! ANO TYO a Emu— --- — ST!!IS3Y EPPYJdT TTT! P[R ------------------------- OPT. COACH L IbHT ELECTRICAL PLAN SCALE, 1/4' • I'-V' MM. LI04IT TO BE METALLED, PROVIDE J-SOX FOR OPT. FAN I — I I L I I I LED LIGHTING C� SINGLE LAV. • BATH 4 I Il' I I I I - I I L I I I i ® I i m I i I I L i I m i II = I LED LIGHTING @ DOUBLE LAV. OWNER'S BATH WP Panel MA*1 -A ©®o�-�tm.m mm�•-*-moo®® Ie�alvloQr�(�e�eu I®eeao�m© Iv �Q�Q©� e®aEE� I®aaev�'•�me�a mE�a Nam as ®oeva�eo II®E0�ffi��EIIEE7m mm�... mmoo® ®omo m ®omom0 ®am�om mm�oa® ©mom* —rya —ogee® Sao©�*--�ee�a0 E©���+� --•--+�+.evaao•a® a_��a �o 11111411111Ella ollomisl® �ongE �eeMeeM�ee�ee7 aea��a�aa�aaaa� �eeeeeE�eeM�eeeeeE ��EEEEIFNT��EEa ©NW ©M EE7EE��EEMEEEEI� M=�MMM 0 150 AMP ELECTRICAL RISER NOT TO /CALL OENERAL NOTES, A ELECTRICAL MATERIAL! AND NIFTALLATN" MALL COMM1Y Y3TN ELECTPECAL PRONSIQS OF TIC � eOmo4 nerU LOOM- CODS, AND ALL LOCAL FOYER COFIPANY RE(ASR fflM . Q ALL COhC4=OIM WALL SE TYPE T.N/nM UNLESS NOTED OTWOMO . PMTSN •FaCUNY"'M=T OR3 • PS CU N 2• CONDUIT. lRM m ABOVE MI . OVm.Wtll CO•CNATON SERVKY I WANT DISCOMEOT SRTCN AND 00440 VT M ELECT= METER IN NMU 3R ENCLOSRE IT PANEL SOMP SO4vl= EDNR'R PORR CQTANY TRAN3FawME wT Lw � aReo[ vOLTAOE CCNrlxTlONtl R •o•NT•I va SoavICE a1Y0!Ac!'04�94LND roAL SERVOL FWACM 3 4 COPPER (ow N CONq�TE C4CAMOM STEEL FM SCMDYLE M PVC CM=rt OR PROVIDE 3 ELEoTe0AL PROvMTIC �NW /AL) N 2" DIA SCWMP LE M PVCULESS SERUM IS PROMO® SY TLC COI•lANY. cO01YD34ATE WT7 M LLEOTTUc F.'..X S PT LONG COPPER ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7748078 FAX 407.7744078 www.abdosigngroup.com AA B: 0003325 X J c HIM m A �b a SVHDIV. :a LOT: SILVERADO LOT #34 BLK #18 PROJECT# 04128.002-34181 MODEL: 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: ELECTRICAL PLAN 150 MPH 5XP. B 9 M6/09/20 HCALE: 1/4"=1'-0" SMUT E1 prj 2' VTR 11121 i I \ i 1/2' \\ {i 1/2' we LAY �t V2 3' 1 Y' _ I 2 3 I i 2 I sFua¢ 4�11 1/2' 2 WASHER lI A KITCHEN SINK W/ 2' VTFJ AUTO VENT 2' I1—,, I I I/2--�C2-41 PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 " V-V TO i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com L AA k: 0003325 b b C BtMDIV. & LiOT SILVERADO LOT #34 BLK. #18 PRCJ=CT* 04128.002-34181 1[CDZIt 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B s DA Z: 6/09/20 SCALJC: 1/4"=1'-0" 8HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT MALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M 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 6114 EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 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 FISC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSED SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC14 COP BOOSTER FAN OR EQUAL. FANTECH DBP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-TFIR) AIR GRILL NOSE ALL NVAC TO NAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER R ATTIC W/ (2)-3/16'X2' TAPCOI* SIMPSCN WB ROLL STRAP OR EQUAL CEILING O O EXTEROR WALL PLENUM ? d AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ %XI V4' SHT. MTL. SCREWS (2) SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANTLINEB CONDENSER UNIT AIR HANDLER 1 CONNECTION TO PAD EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD t2' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS EEO SCORIATED NICKEL BRONZE FL. PL. PIK FLOOR OR WALL COUNTERSUNK C.O. PLUG SEE SPEC. �- FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 8240-K JOSAM 56000 INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED TXLOOR SLAB CLEAN -OUT (TYPN nEXT. GROUND CLEAN -OUT (TYPN4 MECHANICAL PLAN SCALE, V4 - I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. i441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ebdosigngroup.00m AA M: 0003328.. _. J 1 y is m BUDDIV. S. LOT: SILVERADO LOT #34 BLK. #18 ]pxoa=Tp 04128.002-34181 MODEsA 4EBB "1828-CALI" GARAGE BVMgG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B I 1 dCwta: 1/4"=1'-0" 1 M1 2X4 TOP PLATE PRE -FAD TRUSS 1/2' .4.a BOARD 1R' DRYWALL TJY- SECURE BT. — PLATE TO SLAB WV Wd MASONRY NAIL • 32' O.G MAX FIN. FLR STUDS 024' or_ SLAB : DIUVD IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' OZ. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. 21 SCALE, 3/4'-P-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5),I ON J' 0U3B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' T141M 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS PIPE THROUGH BOND BEAM D1 SCALE.3/4'■I'-0' /8' GYPSUM BOA OR 1/2' HKsH STRENGTH CLCL BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL m. PER ELEVATION Typ- o'. R-4.1 INSULATION —� �WINDOW ATTACHMENT AS PER MAWJAGTURES SPECIFICATIONS ' REFERENCE STRUCTURAL Ix2 P.T. FURRING --� STRIPS • 24' O.C. 8' CM U � 112, GYP. WL. BD.— �— WOOD BABE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.0 ON O.S.B. BHEATHMG OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE 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 We Pon am LIi .90. I 26 GAS LINE THRU BLOCK vr.r ar FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906U.1 ON Ik Ohs. SHEATFIING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 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 i'-0' TYP. MAD Mt' THIM 2 COAT - FORILMID " Wo PLAi77tR AF!'LI�D MA60mcomLr ro nAeoNrr ro NLL w Itn ARItlYAL ItG Wr PLO 1. tsmrx PA IM1ME. TPUM o ro w m eR40aro A nWVALJ AfYRDVAL leQ s _ GARAGE DOOR JAMBS D1 SCALE: 2X4 SPF 24' Or —MAX. SECURE W/ (2) 12d NAILS • EA END 2x DLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER �30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION p VS RwS.IU ON }' O.S.B. 7 STIFFBACK AT ALL UPRKaHTS 814HMG EATOR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER ®. FASTENER SCHEDULE PRE-ENG WD. TRISB TYP. MTL. DRIP EDGE Ol6 2 PER ELEVATION x FASCIA PER IF ELEVATION8 CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRU88 PER ELEVATION WEEP SCREED \ 5/8' GYPSUM BOARD OR 1/21 H2x P.T. SECURED PER KsH BTRENGTN GLG. BOARD STRUCTURAL DETAILS ION V2' THICK 2 CO AT WIND WATT CH DIRECTLY MASONRY RY WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PLASTER APPLIED REFERENCE STRUCTURAL. dx2 P.T. FURRING �p , H / STRIPE �Y 1/2, GYP. III.. BD. • CMU WOOD BASE 0'-0' FM. R-Rl — �, 0'-01 FIN. FLR 0'-0' FIN. FLR; — V'-0' FIN. FLR d. do Y .a .a W/ WINDOW OPENING B TYP. WALL SECTION A W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION 905.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL 2)OLA ERIUNDERLAAYTMENT SY9 EM D1 SCALE' 3/4'•P-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6i5l 5 1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4' • I'-O' 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 g E ok BLTODIV. S. LOT SILVERADO LOT #34 BLK, #18 PROJECT# 04128.002-34181 MODZI,& 4EBB "1828—CALI" GARAGE OWING. LEFT PAGE: DETAILS %150 MPH EXP. B Tar, 2X6 P.T. • CENTER OF DOOR HEADER 6ECWRED W) (1) V2' X 6' J-DOLT WV 4' MN. EMDEDI' ow aV 2' x 2' x VS' UAGNER 4 NWT on W( (2) 112• X 6• ANCHOR DOLTS W/ 2' X 2' X V8• VIA"R t NWT E ® BECWlE 2X4 ON ® PLAT TO DLIC E m Wv MA60NRl• NAILS. 2x6 GARAGE DOM 6= 6EOIMD UV (S) 14' X 6• J-DOLT OR ANCHOR ® DOLTS. W/ 4' MIK EM MOMWT, W) 2' m X 2' X V6' WAGNER t NW. (1) YITHN 6' OF TOP. (U WITHN 6' OF THE 87M. 13)EVENLY SPACED. E E m E NOTm ALL ANCHORS 6MALL DE IN ACCORDANCE TO MANFACTLIMEN6 NOTALLATION "TM CTION6 WHEI! 611CJJ RMTOL CTIMA A= Mnm 6TmJ6EMT GARAGE DOOR BUCK ATTACHMENT B' CMU W DRYWALL I'X4' OR I'X2• P.T. NAILER Ix4 P.T. OR % X4' MN. SECURE TFI17U FRAME t EXTEND I-Y4 INTO BLOCK W/ %- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN W OF EACH END 4 18' O.C. MAX SPACINCs 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 11DIDOM TO LACK +3 4 OR +5 4 A SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END t IV O.G. MAX SPACING. 2Xb,m SECURE TO BL W/2-%' TAPCONS(MRL APK SIZE 145 MIN. HEAD SIZT�0 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END t g• G.I) 18'' Or- MAX SPACING. Jf' DRYWALL 2X8,® ❑ I'X4. OR IX2' P.T. NAILER SESTO BLOCK W4-TX6' CASING (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. WY O,C. MAx BPACNCs. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-1 2" inl 1p14D%W TO BLACK +1-1 " " SCALE, RT . 2X4= SECURE TO BLOCK W/ s1i6' TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 X-) WITHIN 8' OF EACH END t 1b' O.C. MAX SPACING. 2Xbmo SECURE TO BLOCK W/2-14- TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN W OF EACH END t W9' O.G. MAX SPACING. 2X8,m SECURE TO BLOCK W/2-%- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t / IS' O.G. MAX SPACING. J NOTE: STRUCTURAL 2X MAT BE ON OUTSIDE 4 SECURED THR UG114 NOW -STRUCTURAL i(6' TAPCON MIN. I Y4 EMBEDMENT INTO BLOCK DRYWALL iiX4' OR 1'X2' P.T. NAILER )f6' OAJS. X 4' MI DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15/1¢• W TO B C +1-1 8 C SCALE, KTb. 2X4,m SECURE TO BLOCK W/ 1V TAPCONS (MIN. SWANK SIZE Job MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END t IS' OZ. MAX SPACING. 2Xbm SECURE �STO BLOCK W/2-%' (MIN. SHAW. SIZE J45 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t IW O.G. MAX SPACING. 2X8� SECURES BLOCK W4-%' (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END t W9' O.C. MAX SPACING. J NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED THROUGH NON-STRUCTURAL V TAPCON MN. I-Y4 EMBEDMENT INTO 15LOCK l8' CMU ❑ li' DRYWALL VXW OR VX2' P.T. NAILER rDOOR CASING DOOR JAMB OR WINDOW .ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOD 1/1NDOW TJAMB O BLOLCKK+2z1 0 '� SCALE, N.TA. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X ID' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 Cm SECURED THROUGH SECURE TO BLOCK W//•j(r'NON-STRUCTURAL 2)(6' T TAPCON MIN. I Y4 (MIN w 812E .145 . ' oSWANK EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 149 DRYWALL WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 'X4' OR IX2' P.T. NAILER 2X8� SECURE BLOCK W4-%' DOOR CASING (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 A MN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IS- O.C. MAX SPACING. MANUFACTURES DETAILS. wn ue, ds,aoao ro nus ues,oe nor oe®#•� DOOR JAMB TO BLACK +3' TO BLACK +3" IIINDOT/ " SCALE, KTb. 2X4= SECURE TO BLOCK W/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END • NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED TWROJCaH SEcum TO BLOCK W/246' NON-STRUCTURAL TAPCONB(MN. SHANK SIZE TAPCCN MIN. I Y4 J45 EM15EDMIENT INTO BLOCK MIN. LEAD SIZE 300 MIN. EMBEDMENT I YW) 8, CMU WITHIN 8' OF EACH END t Jr)• DRYWALL W9' OC MAX SPACING. 2X8,m2 ❑ I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/J-'1(6' 2X SECURE TO TAPCONS(MK SHANK SIZE STRUCTURAL MEMBER J45 W/(2J@d WITHIN 8' OP EACH MIN. HEAD SIZE 300 END 4 b' TO 8' O.C. MAX MIN. EMBEDMENT I YV ) OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW IV O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +' E, N.Tb. 2X4= SECURE TO BLOCK W44" TAPCONS(MM. SHANK SIZE 14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X UdT14IN 8' OF EACH END t MUST BE ON OUTSIDE t W9' O,C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL T)(6' SECURE TO BLOCK W/1-1/4' TAPCON MN. I-Y4 TAPCONB(MN. SHANK SIZE EMBEDMENT INTO BLOCK AS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') • DRYWALL WITHIN8' OF EACH END t 18' O.G. MAX SPACING. 'X4' OR I•X2' P.T. NAILER 2XS� SECURE TO BLOCK W/1-1/*MANUFACTURES 36' Ob$. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 149OOR JAMB OR WINDOW WITHIN 8' OF EACH END TTACH TO 2X PER 18' O:C. MAX BPACMG DETAILS. 1101b W1 Y �p rol1N� JMf tDD,tlI rCmi#') DOOR JAMB TO BLACK +3-4/38" �nl 1RRDOlf TO BLACK +3-7/18" " SCALE: NT.S. 2X4= SECURE TO BLOCK Wd1 TAPCONS (MIN. SHANK SIZE Job MIN. HEAD SIZE -ACV MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6,m SECURED THROUGH SECURE TO BLOCK WA.1/4• NON-STRUCTURAL W T,APO" TAPCON MIN. I -A. (MN. SHANK SIZE J4b EMBEDMENT INTO BLOCK MIN. 14EAD 813E 300 MIN. EMBEDMENT I Y4)kMAIDN-LIFACTURIES U WITHIN 8' OF EACH ENDYWALL 10' Or- MAX SPACING.R I'X2" P.T. NAILER 2XB>mSECURE TO BLOCK WAX 4' MN.TAPCONSCASE+(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) JAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER 18.O,C. MAX SPACING• DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" +3 3/4 ' H SCALE, KTb. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PN: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com L AA A: 0003325 g F m 4 b b ", amwrv. Ale Los., SILVERADO LOT #34 BLK. #18 PLItOJWT 04128.001-34181 1LODEIe 4EBB "1828-CALI" 0APt"IC 8WING: LEFT PAGIB: DETAILS 150 MPH EXP. B NO D 7W`; 6/09/20 aCALE: 1/4"=l'-O" aItELIT D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 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 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE 80ARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A 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 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327W PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA M: 0003325 k c a ao a OVDIV. M LOT JS SILVERADO LOT #34 BLK #18 PROJECT* 04128.002-34181 MODEL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH B A n APPROVED euaDINS uRAP SHALL OE LAPPED A MIN"JM OF WxW OW-ADHERM6 M®'ER.ME 6' S' • VEIL ICAI. LAPS (ROLL FLASMM (COMPATISLE W) HOUSE ENDS) 4 S' • HORIZONTAL LAPS. UPtAP MATERIAL) OVER 4' ALL SEATS) NEED TO OE TAPED LATH VERTICAL LAP TO Ix P APPROVED MOUSE WRAP. WT4 PCWnDM OW-AT14HO TAPE \ PLA8HNM TO EXTEND ONTO PIPE >< ' / I' OR LESS PIPE WOOS' ULF-AC*ILVS 6 MEFIDRAt! i' THICK 3 COAT CEMENT PENETRATION 7 : FLASFINS (C XlPATIOLE UV HOUSE FLANGE OF CONTROL JOINTS T PF49RXWIEP CONTROL JOINT' — — _ \ PLASTER / \ \..:: t i I LLRAP MATERIAL) OVER 4.4• r SELF-ADHEIQM MO"bRAPE Se UP= TIED TO LATH • S• UM LAYER 4, RMlF4WR j Or— MAX (VERY.: NOTE, DO OUILDM6 PAPER / r rera LM . PsrAL uT+ \ MOM OVER APPROVED NOT FASTEN CONTROL JOINT TO PASMI GOT •EXTEND ONTO PIPE 1441 N. RONALD REAOAN BLVD WALL EVEN F STUD EXISTS LONOW000, FL 32760 BEYOND EXCEPT STAPLES uv APPROVED METAL LATH % LE6 MAY M USED TO TEMP. FASTENED •1' (VCRTJ Or— MAX P - PH: 407-7748078 S CONTROL JOINT M6 TI AT SUFT'ORTe X X X — — — CM AID OVERLAP O E SIDE OF W W .abdesIggngroup.cOT CUT AND OVERLAP ONE SIDE OFamLAYER M. METAL LATH OF- t'�RAPC AA S: 0003325 FASTENERS, TO x SPACED STUCCO WR4P I FLASHING ,STEP 'M STEP n �°e�T,n_i°D'E�N6 "�'°'E • r oa MAX vERTICALLY WOOD SFEATMSXA uAm LATER 'L r THICK D GOAT CEMENT um LAYER I, STUCCO tuIPAP I PLASTER STUCCO UAlAP t. ti - •»+ 1 • •4 : •. a • r• Pro/ ,M ft LAr T / I METAL LATH SOAL LAYER 9, R FIOCR `rrse. ^ URD L4YCR 7, ►ORTWBER Ulm LAYER 4. PORTPIDER I _ f'� OINLDN& PAPER '�� \ � / F OWLDN6 PAPER V \ lY I 'UMSTULAYER Y -L S'xe' SELF-ADMIMIll MEP'IMMAE PLAGNOM OVER 4k4' I OW -A\ APPROVED PLASNI S OVER PLASHN6 OVER APPROVED �+ WOOD eNlATMMIi INSTALL FASTQEI[S (CLIPS, HOUSE WRAP. LATH SHALL NOT STRAPS, STAPLES) AS r0 EXTP.Ne ONTO PIPE onCONTIPUOUS V ro •• r ro ►• � � TO SIECI TG FRAMINGFLA8MSN6 4R.,48NN6 JO3R6 BUTSHALL oz &roPPED AHD APPROVED TIED AT EACFI ODE. r MN uwr FLASHbY• TO MCM40 ONTO PIPE �� I`� PER A&11'I CI083 PROVIDE 2X4 MAX. 6' T N' tyy� PLACED PLAT MAX. �.I. ova• ALL LIP T H / FROMC40NT CONTR0. JOINT WHEN COAT IOL JOINT FALLS ON r3VAPER LAP W CONY. DEAD OF SEALANT L F Men FOR LAN TO 09 NAILS OR � �- � eTR11C1URAL STIR �— SCALE. 1 INSTALL APPROVED WOUSCYRAP AIR STAPLE& N CQYI-IANCC IW ASTM CiOe3 T J INFILTRATION CARRIER OVER WIR E RE TIC& TO OE (NO. 0) CA41S• WIRE / `� 6WAT14IN6 & OLOCKING &MOAN MAY OE N AOOfT \ OS TO WALL OTIPW939WD MR PAN ELASTO R II / CC COATING CLY (NI T WALL E IOW VERTICAL LATH v C r 3 8c PAPER DETAIL WOOD STwe SECTION PER SECTION RT1 Pk 6tlPlr ItAetl sld aMMPM1n SHEATHN6 Exledd use d pordend cement Plaster BIDE LAPS OF MRAL shell comply with OmeppNcaeon PLASTER BASES SMALL regWrenNnis d ASTM C tP261?A. EE SECURED TO O��� r• YIL ns on ofe#e a IeN q end f ar rog ' M" TYPE CONTROL JOINT � rarisam P eNetl LOP shell wim ASTM C 116312A. a OETWSEN RTS SUPPO INTM CAP415-K (121-NM1 STUCCO XL—. LA. UPON AT INTERVALS NOT !• LAP . PAPlP MOM THAN S• (22S-FMl AS PER ASTM C11111e3 �i L •M•a 2.COWN P!, PLA 3A PIPE PENETRATION DETAIL CFRA" IE) LcwAr.n.E FOR REPAIR OF TEARS ® KIC KO UT HORIZONTAL LATH M N.T.S. ® DETAIL LAY. TEARS, LAYERS. BE PA TA & PAPER DETAIL WA40116E LLRAP TAPE PER M~. SPEC. OR oLo PEEL I STICK 11 v L i i O 'Pt. Pao aA4N o . ® L POD Nua o . rr. a WOOD SHEATHING OR CMU n.4 l.alraneFT. e WR$ LAYER h, L cyan . rr. a 1. eNIAn • ". c STUCCO WRAP (FRAME ONLY) . aRTAn a n. c a TILD 1rO cY®T rT. s TILL.n. c Talw� •orro"ILraa ® k —J' THICK, 3 COAT CEMENT ® PLASTER (FRAME),1/2 2 COAT LEGEND CEMENT PLASTER (GMU) "P METAL LATH (FRAME ONLY) 41 ®® LAP WIC I TAPE OVER DRAINAGE PLANE (WR5 EerxFnNleLL SC -REED • EATINr4W — — LAYER "1, STUCCO WRAP) elw.ItoLn.pNZ u¢t art. �'THIGK,COAT CEMET/T Z 5'xS' 'L' TYPE CONTINUOUS WR5 LATER S2 (FORTIFI5ER — - — - — - — — — Cw.sw R M M 4 VY a COAT GALV. METAL FLASHING WIN, Lr"""""PW (NAIL TO ROOF DECK, NOT 5UILDING PAPER) �B LAYER ° '� Pn1wtE OILY/ WALL SHEATHING) OUILDNO PAP.[ umLATERa CAP SHfNGLE • DO NOT NAIL, METAL LATH X—X—X—X eTue ~fflRMCNL» INSTALL WITH ROOF CEMENT BUDDIV. Ae LOT•. 011 SILVERADO LOT #34 BLK #18 PROM=T# 04128.002-34181 MODELS 4EBB "1828—CALI" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B LAP LATp aP 10UI.cw W11AP OYa NA&M ILO" star a.•� STUCCO P Paws OR COW �I ROOF CEMENT ROOF.. aw.L IL,101•tl a f— PER ELEVATIONS Woo SHEATHING KICK " I SELF—ADHESIVE FLASHING �1� NOTE: METAL LATH: LATH TO 5E PER SECTION MNO T UNDO" "MR TWIT U& "No onWNW y °a't°T= R-103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PRINT SHNNA COP '°' "°"a"'P°°P' PER SQ. YARD (UTILITY OR NOMINAL DATA s/oa/zo 1Xtr IIDfY, aveLAr r luui IrNlnlPkTor& $CALM: 1/4"=1•-0•, WORD "'"a" FLASHING ILsim1 •• CZ M"L" LATH DOES NOT MEET SPECIFICATIONS) $>EIEET T O" 5 N.T.S. tl Y ri INSTALL W SELF -ADHERING a TOP AND Dorrroom FINISH wile OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE 50KAENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 9. TOP OVER TOP t SIDES VENT CAP IS TO BE SET IN BED SELF D SHEATWM OF SEALANT AT TOP AND ►AYER FLASHIWx el, SIDES ONLY. SEALANT IS TO BE UNIT STUCCO WRAP TOOLED SO AS TO DEFLECT i WATER AWAY FROM JOINTS. LAYER R, FORTIPIBER 1441 N. RONALD REAGAN BLVD E E-Z BEAD ALL AROUND PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-774E018 i JOINTS AND INTERSECTIONS CONT. SEALANT) �� D FAX: 407-7744078 `- APPLY SEALANT AT PERIMETER OF CONSTRJCTION . FINISH •TtWOOD www.abdosigngroup.com AA 0: 0003328 ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STiIJCTURAL MEMBER • T' G. MAX ON ALL 6IDES,Y4 CAULKING JOINT ALL AROUND SEALANT • TOP t SIDES O °, um ' TO MID•WALL li)j' PER SECTION R703.7 user AGWA ExteriorIB ft Srwl Wawft BACKER ,Epp I Exterior use of Portland cement plaster shall comply with the application O DRYER VENT (BLOCK) EJ X. requirements of ASTM C 928-12A. r "1.., `' WIDE STRIP SELF yt I Installation of exterior lathing and framing w ADHESIVE FLASHING, CLEAN I ' shall comply with ASTM C 1063-12A. m MASONRY 150011M APPLYING LAYER M, ;X STU STUCCO WRAP PMI o MASONRY I.,.� HOODED VENT BUILDING PAPER OVER 'C IICK41 FLU' r — — —, HORIZONTAL WEEP SCREED THICK 9 COAT CEMENT ® I� PLASTER — -� -1 (FRAME TO BLOCKI METAL LATH — — WRB LAYER e2, FORTIFIBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING I\ /-� /� .\ T1 T'1<TT T1 <TT1TT ITT ♦ 11T1� 11:;IIcr i"I APPROVED HHOOUSSEEWRAP WRB LAYER ry, STUCCO WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 6 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 4, FORTIFIBER CAVITY TO BE FILLED STEP #3 BUILDING PAPER WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE CWRB BASE SEALANT AT POINT COATING OVER LAYER °I STUCCO WRAP) THAT ELEC WIRE PENETRATES (SERE TOYP, CAFINISH 7 O 6 b a avBDIV. ac LOT SILVERADO LOT #34 BLK. #18 PROJECT# 04128.002-34181 MODZL& 4EBB "1828-CALI" GARAGE awsxC: LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B OVER 6® MINAPPLY E-Z�� L e • • SECTION) i WRB LAYER °2 (FORTIFIBER — — — — — AREA TO RECEIVE GILTDPROVIDE METAL LATH FE BUILDING PAPER) STUCCO SCRATCH COAT SEALANT AT ALL .. METAL LATH X—X—X—X t 1 COAT OF PAINT W/BACK- JOINTS ANDryo1 ROLL PRIOR TO INTERSECTIONS JN L L •e•e•e STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND NO SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP #5 STEP #� ELECTRICAL RECEPTACLE n TE 6/Da/20 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O DCALE:1/4"=V-0' PE /ASTM G-84Z-09, MIN. 25 LBS. O PENETRATION a ET PER SQ. YARD (UTILITY OR NOMINAL TaT ^ LATH DOES NOT MEET SPECIFICATIONS) �V ti LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... BUILDING PAPER) METAL LATH x-x-x-x STUCCO t: - ' '-'- SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINCs ® 71' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003325 7N Vp uu x BUBDIV. & LOT SILVERADO LOT #34 BLK #18 PROJECT* 04128.002-34181 HODEU 4EBB "1828—CALL" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TM 6/09/20 SCALE: 1/4"=1'-0" Oi3EET WA3 44 LEGEND DRAINAGE PLANE (UURB LAYER "I, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER — — — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WHDOD 81EATMMO WEATHER REMBTIVE SAMER -1 WEATHMRIMENSTNE / Y'Y�'A'OLP 610Mfi � � \ V -APNER R�MG R.A64M .. EN I�YE818TIVE STARTER STRIP / \ ' \\ \\ eLT �818TNE SMATHER ARRl8R \�\ AOFERRG y F \ — GALV'0 FETAL CALL —' •Z• PLA04MG UIbOD TRRT FlMOER ..ri X T 811•LLAre',ED MAP \� OR APPRD� VE • � ' a ASS& SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407-774-4078 www.abda8lgngroup.00m AA M: 0003325 k R � � y C b a stmDly. & IAT SILVERADO LOT #34 BLK. #18 PROJECT* 04128.002-34181 MODMIA 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 1 D TE 6/09/20 8CAI.E: 1/4"=1'-0" 2*1mw WA4 00 2x6 SUB -BANS W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA wRAP DRIP EDGE 1\\ I\ 1/8' TEXTURED I \ FINISH ® WOOD I \\ axe Sue 1/2' TEXTURED \ FINISH a CMU \ METAL FASCIA \ WRAP Y8' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 1/6' TEXTURED FNISH • WOOD, Id' TEXTURED FINISH • CMU METAL LATH � WRB LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) in Roopma CEMENT DRIP EDGE ©FLAN B \ \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \\ \ `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �1/8' TEXTURED FINISH • )WOOD, 1/2' TEXTURED \ FINISH o CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEVATIQN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A KICK OUT PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA�'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x SUB BAND DETAIL ® WALL WWKIC K- OUTK- OUT �ME OR CMU T 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 WA'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdaslgngroup.com L AA M: 0003325 Q 0 a v- M., �40 o BUDDIV. & LOT: SILVERADO LOT #34 BLK #18 PROJECT# 04128.002- 4181 MODEU 4EBB "1828-CALI" GARAGE SIMNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH B S --- 09 ` 6 20 DATE: / / SCALE: 1/4' f-0" " A E 19'•R" 28'-8" 11'-0• 9,_6„ 9'1' ,4• — 1 — — — — FM-12X12 m — — — — — — FM-12X18 — A 4" CONC. a SLAB II I daI 0a F-24X24J 1,-0„ +-31/2 I r . I 10'-0" t0 1.1 EXTEND FM-12718 1 I SLAB 1 1/2" I ' I IT 1. I I 'VT—OPOF I SLAB I� I I .I I I �I I 1 �I 1. I 4" PVC CHASE L — — — — —LE-1 _ 5 1/2 a" I N-0" 5 I 1.1 I 4 m � I EXTEND 1 2 SLAB --_ _ 1.1 m 1.1 m m FM-12X18 (w �'i 4" CONC I . --� (W SLAB 3'-4' 1 � ( a $J 1/2 -7 1/2 �) 2 LL b J MC-12Xi8 FM-12X18 v — — — — — FMC-1 18 L 1. FM-12X18 1.1 J 4 4 1.1 2,,," 18'-0" 2'-8" X-10" 10'-2" 39'-W FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 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 0INDICATED #5 BAR, 13INDICATES #6 BARANDICATES #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 6) 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: Pm = 1,500 PSI, TYPE •M" ORV MORTAR, ASTM C476 GROUT (3D00 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4OF 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 6.6 WIAXW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG (+)D-D" 12" CONTINUOUS 12" - #6's + "-0" UC-12xiS 12" CONTINUOUS 18" (2)#5's 16" CONTINUOUS 1 s _ + "{I^ 12" CONTINUOUS 18, VARIES 2 s (-)0"-4" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A 0003325 b b IL IL a aunz)ly a LAT SILVERADO LOT #34 BLK #18 PROJI.CTo 04128.002-34181 moDEL• 4EBB "1828-CALI" GARAGE BWD90: LEFT PA0Z- FOUNDATION PLAN 150 MPH EXP. B )i.j SCALE: 1/4"=1'-0" 9*mc= sl 30' MIN, EACH WAY THIC FOOTING 't{ :1'. ...STEEL Z REINFORCING IN GROUTED STEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE AND dCL CELL SEE PLAN FOR SIZE ANDPACING nF. REQUIREMENTS SPACING REQUIREMENTS W yGARAGE W 1 DOOR RECESS U Q Lu 0= can z 8" CMU WALL i 8" CMU WALL I , CORNER BARS, SAME SIZE AS BAR J Lu w 9• O Z_ IN FOUNDATION WITH 30"LEG EACH W = +- 0'-0" TOP OF SLAB *- 0'-0" TOP OF SLAB t 8 �T�J'//""�� WAY AT ALL CHANGES IN DIRECTIONS I .., �' ") SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I • •' CURB FOR • a• EXT. PORCH SLAB W/ l/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1 -STORY) #3 18" EXT. PORCH SLAB b1 VARIES i, SEE SLAB SCHEDULE TOP OF GARA� I 4" CHAMFER . I>I a I. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET %;p. AT ELEV: JOINT (WHERE < � 6" CHAMFER (2-STORY) n4 24' W/ 1/2" ISOLATION (1-STORY) 1 . a ' 6' CHAMFER (2-STORY) "`•}}r---"'-i APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z _. EE SCHEDULE n. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE #6 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY � N AND BAR QUANTITY NUMBER OF BARS 0.. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3l4"=1'-0" @ GARAGE SCALE:3/4"=''-0• 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ COMMON �� AND NAIL W/ COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL WI PLAN W I 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB WI 4/o PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART C SPACING. SINGLE BTM. PLATE 1/2'X9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE Q BASE a g EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO -i 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC SLAB W/10d MASONRY Q FOLLOW ALL MANE. = SIMPSON SPH4 SPH6 MAX NAIL 18" OIC STAGGERED. ih 0: SPECIFICATIONS FOR rn Q LA BTM AND TOP PLATE ADDITIONAL METAL = ca USE AND I ANCHORS W/10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" F W PREPARATION OF U' o HOLE. COMMON NAILS FILL ALL InUPLIFT REQUIRED WHEN NO IS PRESENT. TAPCONS W HOLES, DO NOT USE 10d W W x 3" SEE SLAB SCHEDULE °d 0_ SEE SLAB SCHEDULE M 4O Q ,PQQ TOP OF SLAB TOP OF SLAB 4"CHAMFER (1-STORY)6"CHAMFER(2-STORY) =AND ULE EQ. EQ. SEE SCHEDULE SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO NTITY AND BAR QUANTITY 6QALE: 3/4"=,-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 , SCALE: 3/4"=i'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE p a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W 16" O/C STAGGERED, ADDITIONAL METAL U CL CONNECTORS NOT it U)) REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. _b Z POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) LO` TOP OF SLAB SEE SLAB SCHEDULE I / - - 2X WALL FRAMING i SEE SLAB SCHEDULE 1/2"DIA. SIMPSON STB2 BOLTS 5" +- 0'-0" Z o MINIMUM EMBEDMENT INTO TOP OF SLAB a • __ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND iD ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX - ., < POURED MONOLITHICALLY WITH a•_=—��_ FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE `-�*�--r FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO vUN INTERIOR FOUNDATION WOOD WALL AND COL. PADBLOCK a=0T1[tN!G WALL CONNECTION (NO UPLIFT) SCALE:34"=1'-0" 1 1 SCALE: 3/4"-V-0" d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdosigngroup.com AA N: 0003326 D to io pg$ C sVBDiv. ae L.OT: SILVERADO LOT #34 BLK. #18 PROJECT 04128.00 -34181 MODZU 4EBB "1828-CALI" OARAGE BWD90: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 8/09/20 8CAL.E: 1/4"=1'-0" N*MZT S1.1A d N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 74 b b LIN I IT, J avzlaly ae L10T: SILVERADO LOT #34 BLK. #18 PROJECT/ 04128.002-34181 MOaELc 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B SCALM 1/4"=V-0" DOWEL PLAN SCALE: 1/4" = P-0" s1.2 VERTICAL REBAR TO HORIZONTAL REBARHOOK [TIE GROUTED BON:AM VARIES PER ELEV. d Z 4. , 4-.. _ iv 64. g a O CLEAN OUT REQUIRED Q FOR INSPECTION fa TIET/ERTICAL REBAR TO HORIZONTAL a,:' REBAR W/10" HOOK _,'yII�� BAR SIZE 48 BAR DIA. Z W #3 18 > #4 24" M 0 #5 30" #6 1. #T 42 HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND U SPACING REQUIREMENTS .J � Z 8" CMU WALL 0 !/Y TOP OF SLAB - 4 TOP OF SLAB - SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB —4" CHAMFER (1-STORY) W/ 1/7 ISOLATION 6" CHAMFER (2-STORY) JOINT(WHERE : #4 24' a= APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT #6 MATCH THRU FOOTING #T 42„ 6" PVC CHASE THRU FOOTING 6" PVC CHASE PER MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" #5 BARS CMU UNIT DIMENSIONS ap ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=V-0" AN 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwsbdealgnBrouP•com AA #: 0003326 r F Him v4 9 M Am f C NJ BLJHDIN. ae LOT SILVERADO LOT #34 BLK. #18 PROJECT 04128.001-34181 MODEL: 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: DETAILS W.150 MPH E 7-020 DAM 6/09/20 BC,%=: 1/4"=1'-0" BiIEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 11T HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 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 I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 fc (P-I) SIZE WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#6 N/A GROUTED SOLID SAFE LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I 8'PRECAST & PR STR SSEDFOR UdINTELS I l SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS J SAFE LOAD - POUNDS PER LINEAR FOOT 6WF_6WM SAFEE GOAD 6MV-6110111N SAFE LOAD - POUNDS PER LINEAR FOOT 3'4• (4n PRECAST 2231 3M I 4M 1M13 7M7 a%4 w7w ttM V-r (4n PRECAST 1025 IM4 1568 V4• (4n PRECAST tM an sex 4M Ma arse tat 4-0 (4n PRECAST 1B66 W Wall 3M 4M MnN 81M 4'-0' (4� PRECAST 763 1309 4'4• (4r) PRECAST iM 2M 3M 3915 4M MM aM 2M IM6 Ma 7617 M74 1MM ilm 13D 2M 3040 3M6 4670 as MM 4'4' (61� PRECAST 1699 iM Mill MI afM 4M 6M OM r4' (SC) PRECAST 692 591 1073 4'4• (64") PRECAST ta7 2M 21M SM 4M 4711 am MM 4M 9173 7547 are iMM 11M t3M 2M MT 3105 4M 4711 MIe 6'4' (64') PRECAST 1217 130 1M 1M aM 3123 3M 426 64' 04') PRECAST 411 411 745 84' (64') PRECAST IMe 17i 2M 28116 300" 3N1 4M iM 3M0 Ma 7W to tote /710 2M 2M 3140 3M1 48211 V-10' (70") PRECAST 1002 11*6 71is ten am Ma 3m 34M V-10' (7D") PRECAST 340 339 616 B-1P (M PRECAST M Ma 316I MM 4/M ton 2M 4M n nat eM M tM7 MM aM 3w7 MM 4tM Cd PRECAST 906 1M 2177 3130 Mt 3117 4M Mt 6'd (�") PRECAST 607 M7 41p V-0' C76") PRECAST M 3M sm 1M 2177 3M M1 am eM M f4a wl3 Ma 5710 M1 a12 r-W O70") PRECAST 743 tat 1tM '72 Ma 2M 31M Mel MM r4" (90') PRECAST 4M 04 383 rd' M PRECAST m Mn Ma tat aM 3M am eln am IN am "M 30M us an me 9'-4' 11 PRECAST ( T) 664 M 1180 tM 2a1 3M 29w 3a2 44' (112� PRECAST ST6 612 230 9.4• (112') PRECAST aim 70 1 $M M Ma = M2 124 /M ON 34M as all M IM6 IM IM nN 3M 10.4" (1W) PRECAST 475 M M 1M7 aM 2m 2M za IW4' (126n PRECAST 254 401 1Bo 104• (12C) PRECAST M M M Na tat 1 art M 1M tM am 2M 41M M M I= wn I/M mo ale 11-4' i ( 36') PRECAST 362 M M 1M 1M Ma 31V 4M 114• (196') PRECAST 260 462 164 1l'4' (IW) PRECAST 474 M M 10a 1 iM 17M M M 1M IM 24M M27 4M M4 W tM 7a0 IM na 12'4' (iM� PRECAST 337 Be M 1254 1M MM 2M 3M 1Y4P ("1 PRECAST 244 402 137 12-0• (144") PRECAST 470 40 7M M 11 1M Be an fat IBM M93 aM 3aM pU M M /3a 1 2M 18'4' (160� PRECAST 2B6 In M 1M6 7M IM 2316 2M 13'4• (16n PRECAST 21-1 324 110 IS-C (16n PRECAST ON M M 7! M 1 IM 4n TM 1M 14M IM MS 2M 4a M to 71a w1 I 107 14'-0' (168') PRECAST 279 424 to 1a2 IM NM 2I21 2M W4r (106) PRECAST 205 M too 14'-0• 4166E PRECAST 3N M M Is M Ina 4 1a 1aP 1M tMt M2T 2M 1/0 M m 1M 1 t 1M 144• (176') PRMTRE88ED N.R. M M M M M M 14'4' (176•) PRBTREII8FD NA 264 91 IN4' (17n PRESt M M M M M t M 1134 Im 401 tM 1M 1M 3M aIT M2 1" (1841 PRE81 N.R. M M M M M M NR 164' (164') PREFfRE68ED MR 269 63 184• (1841 PREBT M M e27 M 7M 1 Mt 1M 4/2 n0 1M 11M Mt 2M 2dta Ir4'M MnG667 PRFSII NA M M M NI M 1r4' R�'1 PRE NR 194 64 1r4' R061 PPEBTREB� N 406 M er ra M iM 1L7 M wM 300 M M 1M wao IM a47 19'4' (232") PR$TRE88® N.R. M M M M M M M 194 (23T) PRESTRESSED Nit 146 S2 79'4' Mn PREBI M 4a 4A m a0 M7 07 m 129 M tl0 m iM tat 161a tits 21-4. G 667 PREST RR M M M M M M M Mn P N 0. 126 42 21'4• R667 PREST 3M M M a/ M m M M M tM 1M M M M ttw iM /M 22'-0' � PRE N.R. M M M M M NR M �� �� PRE N.R 116 40 27-0' (2M� PRE81R to 117 lotM 213 M M 613 4o M M M M M In Me M W w0 tM tM 24'4• (2BB� PRESfR�ED NA M M M M M M M 2,4" On PROVIN BED N.R.91 33 wo wn PRE 1M 12- tt9 M W MA M M 4a6 4M M 4a M.M W1M M M M M M iM Iffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (9) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT RESAR. ALL VALUES TAKEN FROM *SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM r OF BEARING PAST EACH SIDE OF VOIDOW OPENING % — — — — — — — — - — — — — — — A, -----MM---mm­J V--------m.A--M—M—mmmmd LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL327W PH: 407-774 6078 FAX: 407-7744078 www.abdoslgngroup.com AAIk.0003325 r 174 M _ j a :+ q 4 b b MGM a. LoT SILVERADO LOT #34 BLK. #18 PROJECT�1 04 28.002-34181 MODEL 4EBB "1828—CALI" GARAGE EVrING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH E 15, DRDFT A 6/09/20 SCALE: 1/4"=1'-0" STREET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER (D. REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. /IDTH # OF #5'S, IN 2ND BOND BEAM COURSE ��16-1T/l / B NOMINAL—Z-;" HEIGHT # OF OVS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/iM/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •31.4" WINDOW n. SILL z 'SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'-0" BOND BEAM 1#5 BOND BEAM -.': 1#5 8x16 DBL. BOND TOP OF�_ BEAM WI (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BARIBOND,. .ti. BOND BEAM GROUT SOLID FRTOP LINTEL TO TOP OOF OPENINBEAM, IF FILLED SEE NOTE 58z8 PRE -CAST CLINTEL W/ (1) #5 LENGTH OF BAR OF MASONRY OPENING-2"BEAM DESIGNATION OR8x8 PRE -CAST C LINTEL, W/O STEEFERTO PLAN FOR LO mo . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1M") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAP 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 ELK. EA. END EMBEDMENT OSS SHEATHING 5 ARCHWAY FRAMING DETAIL SCALE: 1 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF, OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdea)gngroup.com AA N: 0003325 [li74 t 1 m 4 b io 1 aUBDM as L/OT SILVERADO LOT #34 BLK #18 PROJECT 04 28.00 -34181 MODEIA 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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"). S. 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 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. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdoslgngroup.com L AA A: 0003326 p y G 8D io BVHDIV. 8. LOT SILVERADO LOT #34 BLK. #18 PROJECT 04128.001-34181 MODEL: 4EBB "1828-CALM" GARAGE OWING: LEFT PAGE: FRAMING PLAN 150 MPH E B 8CALEa 1/4-=1'-0- 1 s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 k' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 k NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ IOd GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON - "ROOFMALL/FLOOR HTSM20 WI1010d TO SHEATHING TRUSS AND (4)114" x 2 114" FASTENER SCHEDULE' TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP 02 2" x 4", # 1900 UPLIFT (2) SIMPSON 6', 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF OIC TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX, TO TRUSS AND (4) 114" x 2 1 /4" ACCOMMODATE TRUSS TITEN 2 ANCHORS TO ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1-:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S lb 1c TYPICAL TRUSS/ SCALE: 3/4- GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/2" DIA. (2)'W 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. ZE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED 0 .. 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0" NOTCH DEPTH 1/4•D O HOLE EDGE -5/8" HOLE DIAMETER 215•0 SOL. STUD OUTER 1/3 OF SPAN ONLY EDGE >&V' BTM.\�"III I `—HOLED DBLE PLATEE STUD STUD NOTCHING AND BORING LIMITS 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 (F1 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 SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. ALTERNATE MATERIALS 1 1 SCALE: 3/4"=V-0" PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 1078 www.abdeslgngroup.com AA #: 0003325 slit 0 b o 05 sunDm ag LOT: SILVERADO LOT #34 BLK. #18 1p1t0amT# 04128.002-34181 MODZU 4EBB "1828-CALI" GARAGIC aVIING: LEFT PAGE: DETAILS 150 MPH is, 1 SCA X: 1/4-=1'-0- 1 S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-a'O.C. (AT Q PRE-ENG'O WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX Q FOR STRAPPING Q VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 72d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 1Od'8 @ EACH TRUSS TO BE INSTALLED @ la-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA M: 0003325 J l ggg� b C Z F c 4 b W a U1 0 aV GM Z Li01'i SILVERADO LOT #34 BLK. #18 IPROJ"" 04128.002-34181 MODEIc 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 150MHE 15 BCAX.Z: 1/4"=1'-0" j S3.1B 2x4 BLOCKING BETWEEN TRUSSES (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 5 TRUSSES) 0'4" TO 301-0" (1) "X" BRACE 30'-f TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)" C BRACE C CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-8 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFAVALLIFLOOR SHEATHING LiA FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN I lx2, 2x WOOD FASCIAfENGtNEERED NNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 4" O/C, 1x2 SECURED W/ IOd DRAWINGS GALV. COMMON NAILS CONT..4 RAT RUN12"O/C AL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 _ J 95 [lit - m q 1 SLJ>sDIV ae -ommT SILVERADO LOT #34 BLK #18 Pnon=Tp 04128.002-34181 MODEL; 4EBB "1828—CA11" GARAGE SWMG: LEFT PAGE: DETAILS 150 PH EXP. B Z A NO 23 rw� 6/09/20CALE: 1/4"=1'-0" SHL'ET s3.1c re CJ HIP 0.00E � ROOF WIND DESIGN PRESSURES NET(GROS5) ASCE 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' -W END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: V RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 6d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 RING6-2 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS RCIEIF SHEATHING EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.S. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d 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. Bel RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES (� J a 2 s 0 LL Q Lj u O (� _J , zir QY Z 2 x. co ` W Z C7 w < U z� J_ Z N Q W ] (= U W LLLL!lU�� L) F d DO O $W W a ■1111,1111,1111,1-I i mm IIIIIIIIIIIIIIIIIIS ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS i�6"O.C.INFIELD ` A . TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS a 12" 0.Bw(N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 681 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DMIENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIM#MAGGREGATE SIZE SHALL BE 3W. WOOD, PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64ML CONTINUOUS POLYETHYLENE VAPOR BARBER MEMBRANE UNDER ALL SLABSOW3ROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb -1100 PSI AND A MODULUS OF DRAWINGS SEAMS UPPED B INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD BI CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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 FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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, DOLTS USED 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, EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBGR 2017, 801 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED Y-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS E SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTEDTED 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 0.038- AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE A 7 S M A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A. AND SHALL BE HOT-0IPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTED-WOODTRUSS CONSTRUCTION:, AND 'TPIAATCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 W AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD -npn-0Gnoun REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" WOOD TRUSSES. 10 pBf BTM CHORD +gn- mirrent #5 BAR - 301 #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAN FOR ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR ROOF DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pef TOP CHORD 20 p CHORD 17 pat w/ ASPHALT SHINGLES) GYPCRETE) PsfaP ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BetTWl C 1O 5 p BTM CHORD 5 M CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PIT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PVT WIND: DEAD LOAD SPEED =150 MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING S EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE(NICE BIT BLE(FBC ATTICR201 LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: WITH STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS:30p AND DECKS: 40paf, GUARDS AND HANDRAILS: 200pa/,GUARD IN -FILL COMPONENTS: SOPef, PASSENGER : 40p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: SOpe}, ROOMS OTHER THAN SLEEPING ROOM: IOpef, SLEEPING ROOMS: SOW, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS ANDA FULLY DIMENSIONED ERECTION 40wH1}CLE MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS. ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.. S SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS DOCUMENTS) PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEEER INSTANCES, WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MU SHALL HAVE A MAXIMUM 318- WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6" TO 10'. USEE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef. 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-1667. 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 LOX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S' 4-PRDRTO THE ADDITION OF PLASTICIZER. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID 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 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 ME 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. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C440R MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. CONCRETE TICKETS SWILL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE IMXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MIRES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING IA80RATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDAORWEATHER 1-1/2' FOR IS AND SMALLER Z FOR NB AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SUSS, WALLS AND JOISTS 14rt FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR B CK FASTENERS FASTENER APP4GT01 SIZE TYPE SPACNG REMARKS APPUGTpN 9GE TYPE SPACING REMARKS 1#PT FURPoNG TO MA90NRT/GONG. CASE HAROENEp COIL NAK 11?LONG. GAMGEDWRBIKx( TO MASONRY/DUNG. IA•DIA. NO WASHER TAPCON MASONRY FABTENER 8 11?EMBED.,4-DI9T., 11?EDGE dST. 9W,AL. EXT DOORS G9E HARDENED LOx YOIC WMDOWIDOINB1-IlED GARAGEOWRBUCK 1R'pW. WI CEMBED..IE-GIST.. 1x PT, SEE NOTES NAKf 1?LONG. STAGGERED INTO MA9CNRYKxxIC. TO MASONRYICONC. WASHER EXPANSION BOLT EA'OIC YEDGE DIRT. WINO0IV BUCK CASE HARDENED COIL 9'OIC wMDOWIDOgUFASTEW. METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING PTSEE NDTEe NML 11?LONG. STAGGERED INTO MASONRYHXxlC. MASONRY/CONc REQUIREMENTS EXT. BWWO p00R •TAPCdf 11?EMBEO,C NONdEAPoNG WOW 1? EXPAN9KKJ PEMBEOA•END BUCKLPr, SEENOTE. 9))M18'DLl WASHER FA9TNER 1COK O01111?EDGE 0131. WALL TO WNC. aLAB WI WAENER BOLT �� GIST., 3•EDGE OBIT. 91 PT W84lOw BUCK 0.138'PAF x31ld TOY; A" ENO. MIST., i 1Q' PT TO SMELC0.., SEE NOiEB WI WAeHER STAGGERED I EDGE DIET 1LES 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIOER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-77448078 FAX: 407-7744078 wwwAbdosigngroup.com AA M: 0003325� Y h Z g i S3 Q Hall is a N T., Wil lB1m0jmcT# tMDiV. 8e LOTSILVERADO LOT #34 BLK" #18 04128.002-34181 MODNIA 4EBB "1828-CALF" GARAGE NWING: LEFT PAGE: DETAILS 150 MPH/W. B 1& SCALE: 1/4-=1' e�S N1 0 in 4 ci