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Home My WebLink About35548 Burma Reed Dr (2)J 99 91828-_4EBB__-CAL19 HOMES 12602 TELECOM E:)Ft1VE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLy WITH P CODES FLORIDA BUILDING CODE REVAILIN NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES AW a'6, � REVIEW DATE CITY OF ZEPHYRHIL PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nowi BUBDIIi(i CODE, FamENTU4 GTH >lamoN (am?) • ALL LOCAL AND RATE CODER -OCCUPANCY -RESIDENTIAL GROUP RS -CONSTRUCTION TYPE - VB :10• INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=150 MPH Vud=116 MPH •�OS'URE - B 1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV, AA/CD ADC. ALP. ED. ED. CAB. cLGTAMPA, MR. MR. CONC. C PT. C.T. D. DBL. D.O. DLA. DIM DLSP. OR DR D.S. DTL. D.W. EA. ELEV. EQ. EXIT. F.GJFX. F.G. FIR. FLUOR. F O GA. GAR DISP. G.F.I. ol,. GYP. ED. H.B. H.C. MR. HOT. OR HT INSUL. INT. ABOVE ADJUSTAITIONING ADJUSTABLE ALTERNATE A GE CENTER CABINET CEDING CLEAR CONCRETE CARPET CERAMIC DRYM DOUBLE DUAL GLAZED DLkWTER DDAI NSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST FIXED GLASS FUEL OAS FINISH FLUORESCENT FOOTWODOOR GAUGE GARBAGE DISPOSAL, GROUND -FAULT CIRCUIT GLASS INTERRUPTER GLASS GYPSUM BOARD HOSEBIB HOLLOWCORE HEADER 11EIGHT INSULATION INTERIOR LAY LUM LU MPR. MT. MIN NEED. MIL. N.TS. O.C. PL P.H. PH. PLT. PLYWD. PR P.T. R. RAD. RAG. REF. RM. R.O. S.C. S.D. S.H. SHT. sH' w'R SIM. SL. STD L. SWS TEMP. THK. T.O.C. TO T.YR rxP U.N.O. vP. W. W/ WD. vWDW. W.I. LAVATORY LUMINOUS MIDINOU CAHDiET MANUFACTURER MEM Tam THRESHOLD METAL METAL MOTTO SCALEPLAN ON CENTER*/m PROPERTYIJNE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADNS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLEHUNG SHEET S o^� SD.HIAR SLIDING SLIDING SS SHEAR WALL STII�EER GLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WATER HEATER 1DATER WROUGHTIRON DATE DESCFJMON ovum Cp*m1ED ARCHITECTURAL SHEET DESCRIPTION pl/" 70n FIC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES AL -FLOOR PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS q/Ib/I6 CpggE-159tED 02fM &LUNG ELEVATION& ADDED CUTS - D gy/FyI& FooTIIGREVISIONFERn BOUEs 064W CDSFE-I86UED ADDEDO,WNGFOOtERATGARAGE DETAIL (FORT MYM) WMAS MAN MAINTENANCE OVA" REVISED LNTEL EISE AT FRONT ENTRY DOOR • 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 0444AS ADDED ADDITIONAL RECEPTACLE INGARAGE PER SILL. SAT" /ME'.LBJ SQ.FT. CALL. S 04R4/IB FwASED NvAC vOLU TES ON SOFT CALC SCHEDULE /MEL W 06At/M ADDED 'EX LIVM1,028 &Q. FT. GARAGE 430 &Q. FT. am AM 16 ea FT. LANs 88 &Q FT. TOTAL 2,362 Sa FT. OMLft ADDED LED L&n a KITC1�4 1 ww PER mAw ROUTES VV" ADDED &TONE OPTION ELEVATION C 4 D (TMVA) &AM ELEVATION W 8IDNG-ADDED LOUVER • GABLE ROOF 101MAS ADDED OPT. & D CEILNG FEIG4IT& q/&II/!O REPLACE USP CONNECTOR& WTH 6FIP80N CONECTORB o PEH&E ENCAYBiT RADQi PLMI °R �NBIAI& C4/oWel OPT. W-0' CLG. HGT.- ADDED LED LMHT N FOYER 04WAV OPT. &'-C' CL[+. MAT. ELEVATION V REVISED NEK+FIT OF ARCNUL4T STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA-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 S3.1A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG SNl-DETAILS of DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.R.I. (REQUEST FOR INFORMATION) TO THE: ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THIN ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.8078 FAK 407-7744078 www.abdeslgngroup.com L AA #: 0003325 h f BUDDIV. Ae LOT: SILVERADO LOT #32 BLK #18 PI40JIL'CT* 04128.002-32181 MODaLc 4EBB "1828—CALI" GAXAGM 9W 13WG: RIGHT PAO= COVER SHEET 150 MPH EXP. B DATL'�-. 06/09/20 EICAIX: 1/4"=1'—O" >= C 1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th 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. SRE WORT( 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R30Z5.1: 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20•MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 hINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK I$ 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL.I klm 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. /4CONDENSATION LINES SHALL BE MINIMUM''' PVC (SCHEDULE 40), INSULATED WITH %' 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 & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, EXTERIOR WALL COVERMS 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 EXTEROR ROBNES 1. WHEN PLASTERING LATH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED W ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1D63-15A AND R703.7. FNtE 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 I, 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 1 114' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR RENEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com L AA M: 0003325 a a 14 J �4 aUNDM ac LOT: SILVERADO LOT #32 BLK #18 PROJECT 04128.001-32181 MODELo 4EBB "1828-CAIT GARAGE OWING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DATE. 06/09/20 OCA=: 1/4"=1"-0" m*EmET GN 39'-S' -- I I - I o I � � I�oIEBBE81'0 - — � o,llti 11 l/ 0 � \ i p . 11 1 a oI o � • 101' 11, 8p n i �■ ��.�' p o EPER AS REGL BLDG.OLLARD CODE ,1 Io p FOYER p . BEDROOM 11 3068 Up/ = � - o EMY MC 1 a a ■p oIEEEEEIIo oU�ECi"o ,ll� ofEEE',o —o'I��IIo —IF 9 SQ.FT. CALL. S LIVING 1.828 ea FT. GARAGE 430 Sa FT. EN021' 16 6a. FT. LANAI 88 6a. FT. TOTAL 2,362 SaL FT. BIIBC�OO Ow1EaPa�OM oD006 AIDTNEF00 FOIE SM111/DINO IBMII® MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 OR. MIN. CRITERIA B.CsD. MIN. 41 5 23/-29 CRITERIA 16010 OAD. 112 5 20A/-22.1 BASIC WIND 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. CONNIMOL DAIMB TOP PLATE 6 BAR DETAIL A SCALE= I/2'.I'-0' s e DIM. VARIES ARCH DTL. B SCALE: I/2 - V-0' FLOOR PLAN SCALE: 1/4' . I'-& NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (3b MM) IN THICKNE66, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77448078 FAX: 401-7744078 wwwabdesigngroup.com AA A: 0003326 t 8 p V O atMD:v & IAT SILVERADO LOT #32 BLK #18 PIROJWT# 04128.002-32181 MoDzu 4EBB "1828—CALI" GAIRAaE awsxa: RIGHT PAOIC: FLOOR PLAN 150 MPH FM. B oor �aess� DA E: 06/09/20 aCAXZ: 1/4"=1'-O" BHICIET Al (TYP.) SHINGLE ROOF FYFRON ENGTIIXIT OR EQUIVALENT EQ. IIIwill - D � 7milI�IJni EQ. lT--_---- --_----- FRONT ELEVATION SCALE, 1/4 " I'-& TEXTURED FINISH NOTE: WALL FENESTRATION RASMMG AS F'ER POOR R103A OFF RIDGE VENT FYPON LVT1X24 OR EQUIVALENT OPT.COAC4 LKsHT OFF RIDGE VENT 0'-O' FIN. OFF RIDGE VENT AREA OF ATTIC 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED 31300 REQUIRED VENTILATION AREA 236413M 7.66 VENTILATION AREA X S4 RICHES PER FT. (144) 3334.72 S4 IN. MIN.REQUREDVEI ATION .5X 11 n IN UPPER PORTION OF ATTIC - 567.36 SO. IN, OFF RIDGE VENT LATION AREA = 1255Q. IN. PER VENT 567.36 /115 iAL#OF VENTS REQUIRED = 493357 TOTALNOFVENTSPROVIDED 5 -AREA OF ATTIC IS THE PERIMITER OF THE NOISE, LESS THE OVERHANG F%TERIOROF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED) MR IL ME n IL v REAR ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISM O'-W ERG. W.T. MGT 0'-0' FIN. FLR, 1° 0'-0' FIN. FLR. —fir-- ----------'—'---'---'—' ------------------------'— � RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED PINION OFF RIDGE VENT OFF RIDGE VENT oS'-O' BFW3. MOT. I'-0• i- o O'-O' FIN. FLR LEFT ELEVATION SCALE, 1/4 " I'-0' TEXTURED FINISH / 2' I I DECO. DTL. -0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327160 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA 0: 0003325 E V M �O aUSDIV. as LOT: SILVERADO LOT #32 BLK #18 P1lOJECT 04128.002-32181 MODSIt 4EBB "1828-CALI" 0ARAGE aaMG: RIGHT PAGE: ELEVATION I'D" 150 MPH EXP. B MATE 08/09/20 aCALE: 1/4"=1'—O" aiIEET A2D ELECTRICAL LEGEND SYMMOL DEFINITION NOTES -e MY OUTLET 20 aT SNGLE POLE Ilov ourLer IIOV OUTLET 0 O.1cm RAI® CUT TO a2rreM �an IlevoutLEr CRYAMW PAL (TAMP lM INNTANT T'FI) a@ 220V OUTLET (4) ups CONIOCTION Ilr OR EXr wTpISROOr CUTLET GROUND FAULT NlopplFlpR 8WITCM WI TG4 3-WAY C14R SWRCM 4-WAY OPER Rw L T1ou+Teo LIGHT CEILM LIGHT © LED CIA LOW LED VAPOR ©� PROOF LONT O VP VAPOR FlCQ Law Qe 1s0[SSED CAN eVWT. PAN I CMT FIR Sa. FT. vwRT RRLI11Io1rt I—Pet —FT. V FDr11Rs rSFI EL TOO, by CEEU ® 2_eLs eRAP ARd2o 24PAS MAP reuw• rNr� r FLUOPINCEtT FLUOISSRU I�+�• 6 4' TRACK LIMY 0 PANEL METER OS D. r+Cw OSTEaae RATr. raeac ICJ WALL DETE M'0 DeIVIDCT Va ® °Alto°" VAC oEWM cameo 111141ALL EE A VOTANcp OF NOT LIRS THEN 4- IMALL — PENDANT LIGHT I> NATURAL GAS CUTLET ► TTaJaw+aa JACK WATER !RATER Te Y flNAT® -IKON OCT olecAIR. Catoar.Ecr as ANY ON I•�N TMX.* W JACK .Ox TO aE SUPFORRD N JO J- m ACcoIOANOt ov soot PLAN= Ai SYCH FOR "LouIOt CELNG PANLIGM TO EE ""OROO N ACCOICANOR RV SOX MARKED AS 81101 FOR Bann 24• NOANDEOC/IT Liam ~ �n0nnn x• "r'AT LISMT aR1a• B AV Nca DROGM LONT eRt• FLOOD LOW OPr. IQTTAOAD • Pik FTENr_EUTTON FOR cwm USO POIR • LOCATION OF TV JACKS A F71ME OUTLETS A PANS TO EE YMWMD • MOMEGUNER PM-:OWTRYCTION MQTNG. • ALL IS t 20 AMP ERANCM CIRCUITS TO M ARC FAULT FRRDIECTED PER ELOOTRCAL PRDN81@M OF mm ATu eorcleN r2enJ .Nee 2sn 204 mrnQK 20 AMP0®IOATED LAuoRY CIRCUIT. aR . OLAND (Mar ON KITCMM CIRCUIT) • DISHWASHER 01800140= TO EE LOCKOUT N PANEL • 0 ATMROOM E>'6"T FAN TO HAVE MN. CAPACITY OF 80 0" NTERPpTTENT PER ELECTRICAL PRO AS" OF sEcnCN MGOT3 T.ROIS ATu ®m i r2enJ LA NDRT ROOM REt A O E SHALL eE aRam FAULT ORCUT-NTEIIU"M PRDIECTm FOR PINYON EL ON FEEDes UPtM TeTWOD &WALL x NON reTALLIC CAD" FOR ELICTRICAL PROVISION& OF FeaR Atu rre r2enJ • ALL WORE TO OMMFLY WTM ELECTIWCN. NSDN610rN& OF M PODS ATM NO r20MJ • LLL LII•Ma SMALL Re SELECTlD SY eLmi2m AND iK OF LNH*Rtl MIlT TYPE PeU mammy A CEILR49 LAN TO BE MTO. LIGHT LIVING ROOM INSTALLED, I CLG. PAN cam, ,7 OWNER'S PROVIDE C ' J WIRE SUIT SUITE J-MOX FOR \ GLG FAN OPT. FAN I \� OF DINING I ' F'RE-WIRED p�� tv i CLG FAN M I dT 1 CL I \ ; SD. CAMINET ROO ---- ------ I GFI L _ _ _ — — L GFI SINK Dtu1 OUTLET - --- \\ FOR DW HP ffiTT�HErILAUNr----„ 1 ------ i HOOD WIRE W/—J CUTLET FOR ® FUTURE MICRO BDRM.j3, \ F'RE-WIRED \ CLG FAN \ I CXK- C.' J PRE -WIRED CLG FAN ILI 1 1 1 I 6 II -\ II it 2 J I I I I II — PGAAARA�GE DOOR II II II IUI ® 1 sloo R -/ - - ad - BDRM. �4/ ,� PRE -WIRED CLG PAN Icy\ I \RAI V-1_ `j 44.AFF:® �U (•-----, \ I —4� 1 \ L --J \ 60LLARD \ AS REGL ■ \ WALL MOUNTED . PER MLDG. \ LIGHT W/SWITCN IN CODE \ ATTIC _Laa 6FI CLG. J IFF!MIE KEYLESS OUTLET TER FIXTURE . L a'FY IRRIGATION OUTLET • 48' AFF. \ 6 — — — — — — — — — — — — — — — — \`---------------------- OPT. COACH LK.HT ELECTRICAL PLAN SCALE. V4• • I'-®' ®am��mo os�mm� PANEL -A mKirm ®oo�mEa � ETTfom�Oo E7FEOmQ"u.L��O 0 o��©�� EaEo©moo EaEEsm�.�mm m®z•�mEu® mm�mo® ®ommm mQ�� mm�m Qam ®amrT•�*ITL- ORO r•�mm m MUNN OEM xwm �ELIM 1 O©©rO� MEAN 0 I mar I LED LIGHTING ® SINGLE LAV. • MATH 4 150 AMP ELECTRICAL RISER NOT TO SCALE OeRRAL MORES. A - ECTRCJL MATERIALS AND INSTALLATIONS SMALL COM'LY SIIN V-B=MCAL PISDVRIONS OF THE MGM" E7IDfM17 m LOCAL CODES, AND ALL LOCAL /DYER COMPANY "2"0401&m 6 ALL CONDUCTORS SHALL WE TYPE TH NRHW U I" NORD OTIERUSL PROVIDE TNF AM•. Cease VOLT, I MAN SEC@OARY- ELECTHCAL SERVCE PROVIDE 3 M DOTER rCW N I-W" D1A SGEME SO PVC CONDUIT OR PROVIDE 3 Ore ALIFMl1 rALJ N 2" DIA SCHEDULE SO Pao COOIST U LEM SLRVCE R PROVIDED BY M ELECTRIC CO7•ANY. COOCNATE UTM M edCTIEC CANT PRIOR TO so. I I I 19 I I I I L I I ; I LED LIGHTING Ca? DOUBLE LAV. OWNER'S MATH • 1% CU N Y COIOUIT OR A DISCONNECT UTC44 E DISCONNECT SWTCN AND N Alr GO/!IO VOLT M O.ACTM T'ETOR IN I P�NAS! NIMA M WCLOMSs PANEL TLLE'IIRE 11*1= CAELE TEpgWTfR3VI.ION WTRRCE ReecE WIItA110E EOYFTeR N"M"RM ENNDNG TERINAL AT LOW NOLTAOa cOMecrIONS 1 V Ol MWICL GIROUD CONNECTED TO CONCRETE MCA= MOTIVE STEEL FIR SIGNS OF M CSM &IN M" CIA X a FT LONG COFFER CLAD GROUND IWO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdnlgngroup.com AA A: 0003325 11 Mae! po O i EL stmDIV. ae LOT: SILVERADO LOT #32 BLK #18 PROJECT# 04128.002-32181 MODEIA 4EBB "1828-CALI" GARAGE sr/ING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B TO PLUMBING PLAN SCALE, 1/4 " 1'-m' 2' vTR2, VTR KITCHEN I ��\� 1/2, SINK W/ AUTO VENT I I� 11I rr2' �I In CI 1/2' �21�I I/2' 2 I wC ' 1 1/2'� TU15 2 1 LAV i 3 3 21,1/1'1 LAV 1 WG 3 3 I I 3• 3 11/2 SAM 2. n WASHER PLUMBING RISER DIAGRAM i"I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 t[ t • 4n0 - IW x r� BVHDIV. is Lo SILVERADO LOT #32 BLK #18 PROJECT* 04128.002-32181 MODEIA 4EBB "1828-CALI" GARAGE BWD40: RIGHT PACE: PLUMBING PLAN L150 MPH EXP. B n � 06/09/20 aQALE: 1/4"=1'-0" afIEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB / MASTIC. AND INSTALLED AS PER MO 6TH EDITION (2011) MECHANICAL 15LM 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, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS 614ALL BE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WTN FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE86 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTEC 4 OBF BOOSTER FAN OR EQUAL. FANTECI-I DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE" RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PAS6-THRU AIR GRILL MOTE ALL WVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ !2)-3/16'X2' TAFCCNS WIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB G8X1 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM MvMECWANICAL5LCaCO0E CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K X6AM 56000 INSIDE SERIES NICKEL BRA86 TOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (T FN. GRADE OR PAVING SEE SPEC. 1'-8'X6' CONC. FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL. MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. MECHANICAL PLAN SCALE, 1/4 " 1'-0' :El:l F, q4 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 W W W.Obdosigngroup.com AA 8: 0003326 at iPPlo O SUDDiv ac mmll: SILVERADO LOT #32 BLK #18 PROJECT# 04128.002-32181 MODELa 4EBB "1828—CALI" GARAGE BWD90: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B a PAINT DATjM 06/09/20 SICALM: 1/4"=1'-0" 8HEET M1 2X4 TOP PLATE PLAN PRE-FAB TRUSS 112' CLG. BOARD 1/2' DRYWALL CURE BT. 2X4 WOOD PLATE TO SLAB STUDS *24, W/ IOd MASONRY OG. NAIL • 32' OZ. MAX SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. R.R. 'r � ' S (a)TYP. INT. WALL (NON-BRG.) Di SCALE: FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R5M.1.1 ON I}' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND--vim CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'•0' FIN. FLRj 1'-0. TYP. ON. 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS to PIPE THROUGH BOND BEAM Di SCALE:3/4'.I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' O.S.B. SHEATHING OR Ij' CDX PLYWOOD 8 O/' GYPSUM BOARD SECURED PER R 1/2'HIGH FASTENER SCHEDULE STRENGTH CLG. =A� REFERENCE STRUCTURAL SEE ENERGY CODE FORTIS PRE-ENG TRIBE INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS era STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or. 1/2' THICIC, 2 COAT PORTLAND B: cm CEMENT PLASTER APPLIED 1/2' GYP. WL. A DIRECTLY TO MASONRY I It0'-0' FIN FLR d A a m .. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING N GTE. PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, -E, 3/4'.-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D (0'151 :0" AND MAL W LN p FYc ftx" wR eas LK ,cm a•sTF.a.ao. xx o sue r'. 2B GAS LINE THRU BLACK �C,ILe, N'.YO• FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.1.1 ON I}' O'S$. SHEATHING OR I' C )X PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS M' THICK, 2 CART r c'u ate FO OTM em:c:ueeL PmFLAHeI! .4FMF7.MDalD W MASO M YLllOYRY 2M F.T. ATTACELLLA* F M TO FILL C!LL AB eR F.7 TO GM ea. s GARAGE DOOR JAMBS Di SCALE: 11/2'al'-0' —2X4 SPF 24' O.C. MAX-1 SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS BTIFFBACK AT ALL UPRICTH PER STRUCTURAL DETAILS PRE-ENG WD. TWOS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORTIS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOAR a pea lioc FIBERGLASS SHINGLES OVER 930 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.I.1 ON J' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \- -PRE-ENG. GABLE TRUSS WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT \— WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 24' O.G. 1/2' THICK, 2 COAT I/2, GYP. WL. BD. PORTLAND CEMENT WOOD BASE 'cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR - 0'-0' FIN. FLR d a e' crw <a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL 01 C SALE: 3/4'-1'-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 till q O J w 0 rd SU13DLV, & L37- SILVERADO LOT #32 BLK #18 PROJECT# 04128.002-32181 MODELA 4EBB "1828-CALI" GARAGE 19TnNG: RIGHT PAGE: DETAILS 150 MPH EXP. B u"N paurr DAM 06/09/20 L3CAm 1/4"=1'-0 SKEET D1 MEL 2X6 P.T. • C64TER Q DOOR HEADER SECURED HIV l0 W/J' X S' J480LT UV 4' m 8 mllEor8NT W) 2' X VX VS' WAAWR 4 NIT OR UV (2) 1,12' X S' ANCHOR E0LT6 US' WASHER 4 NUT B 6ECURE 2x4 ON FLAT TO ELK ® UV MASONRY NAMA 2X6 &-RASE DOM OXX 6801lRED R>r (5) 1/2' X S' J-EOLR T OANCHOR m DOLTS. UV 4' MN. ®'IDEDMENT, IW 2' X 2' X VS' WA6HlR 4 NUT. (1) WITHIN S` OF TOP. (V WTNN S' OF THE 8TK (S) EVENLY SPACED. ® It NOTES• ALL ANCHORS SMALL ME N ACCORDANCE TO M~ACTUMNS INSTALLATION WTPLICTIONS W4ERE MIC H M?Ak --THOH6 ARE MO] 6TN M ADff GARAGE DOOR t BUCK ATTACHMENT \QV.C.L6 vr- fTT1 LA 4, 1'X4' OR IW'P.T. NAILER Ix4 P.T. OR Yi X4' MIN. SECURE T14RJ FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑W/ 14' TAPCONS T(MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN 8. OF EACH END 4 18" O.C. MAX SPACING \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 A 1BNDOlf TO BLACK +3 [ OR +5 4 E, N.T . 2X4,• SECURE TO BLOCK W/ Vo' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 18' O:C. MAX SPACING. 2X6,m SECURE TO BLOj'.K UA-V TAPCONB(MM. �1MK SIRE .145 MIN. HEAD SIZ�iDO MIN. EMBEDMENT 0419 WITHIN S' OF EACH END 4 S• CMU *'Or- MAX SPACING. V OR7UlALL 2X&m ❑ 1'X4' OR VX2• P.T. NAILER SECURE BLOCK WR-V CASING (MIN. SHANK SIZE .1, MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 2" n WINDOW TO " SCALE, KTS. BLACK +1-1 " 2X4m SECURE TO BLOCK W/ TAPCONS (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OP EACH END 4 NOTE, STRUCTURAL 2X 0' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-)1(M' NON-STRUCTURAL tV TAPCONS TAPCON MIN. 1 Y4 (MIN. BNANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 a, cm MIN. EMBEDMENT 149 • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 7(4' OR I'X2' P.T. NAILER 2X8� SECURE BLOCK W/2-)(6'��36- OSAL X 4' MIN. STO TAPCON(MIN. SHANK SIZE .145A411AAFACTUREG DooR CASING MIN. H HEAD SIZE 300DOOR JAMB OWINDOW R MIN. EMBEDMENT 1 Y4)ATTACH TO 2X PER WITHIN 8' OF EACH END DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-16 1¢" %1 WIND01/ TO BMpCK +1-16/ S SCALE, K.T.S. 2X4,RR SECURE TO BLOCK W/ i(M' TAPC0NO (MIN. SHANK SIZE J49 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL Ilb' TAPCCNS TAPCON MR IY4 (MIN. SHANK SIZE As EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I49 e' CMU WITHIN W OF EACH END 4 Yj• DRYWALL 18' O.G. MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER SECURE SO SLBLOCKW/2-i(M' CASING TAPOON (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMIS OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IB' O.G. MAX SPACING.-1A NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) �OWINDOW �nl TO BLOLCKK+22114$" E, NT . 2X4= SECURE TO BLOCK W/ )XM' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦'I WITHIN 8' of EACH END 4 NOTE, STRUCTURAL 2X I8' O.G. MAX SPACING. MUST 6E ON OUTSIDE 4 2X6m SECURED THROUGHy SECURE TO BLOCK W/2-%-NON-STR AIM UCTURAL ' TAPCON MIN. I -A' (MIN. SHAWL SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4 ) ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X84Rp SECURE TO BLOCK W/1-V TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 I DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18, O.C. MAX SPACING. MANUPACTURES DETAILS. mm 6MA4x=o roPL"4 m170 m.=wwl DOOR JAMBS TO BLOCK +3" %L W1ND0T1 TO BLDCK +3" E, N.T.S. 2X4RM SECURE TO BLOCK W/ ))4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y49 WITHIN 8' OP EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-116' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. I Y4 J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END t, DRYWALLTXB,m %c MAX SPACING I'X4. OR IW- P.T. NAILER SECURE TO BLOCK W)2-%' 2X SECURE TO TAPCONS(MRL SHANK SIZE STRUCTURAL- MEMBER ,14g WK2112. WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F I +" E, NT . 2X4a6 SECURE TO BLOCK W004" TAPCONWMIN. SHANK SIZE 145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6m N0N-STRUCTURAL)1b' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN, EMBEDMENT I Ys') , DRYWALL WITHIN W OF EACH END 4 IW O.C. MAX SPACING 'X4. OR IW' P.T. NAILER 2X8rnc 0 SECURE TO BLOCK WA-1/4' 7(M' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MR HEAD SIZE 300 MR EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END s ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURE6 DETAILS. I,t!'I6 IWA4RMW WK"J fDM NDT ORRIDR') DOOR JAMB TO BLOCK +3-7/16" n 11BIDOlf TO BLOCK +3-7/16" SCALE, N.TS. 2X440 SECURE TO BLOCK WWY♦' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I49 WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' O.C.MAX SPACING MUST BE ON OUTSIDE 4 2x6,m SECURED THROUGH SECURE TO BLOCK WA-114' NON-STRUCTURAL i(M' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .140 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' cm WITHIN W OF EACH END 4 Al DRYWALL 18' Or- MAX SPACING a VX4' OR VX2' P.T. NAILER m 2X84 SECURE TO BLOCK WA-114' ' P.T. X 4' MIN. TAPCONS CA81NG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' 04- MAX 8PACMG. MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) DOOR JAMB TO BLACK +3 3/4" U IADi R TO BLACK +3 3/4" "SCALE, N. . 1441 N. RONALD RFAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA 6: 0003326 Y toil XUBDM S6 LOT. SILVERADO LOT #32 BLK #18 PROJECT 04128.00-32181 M1dODMIA 4EBB "1828-CALI" GARAGE 8111F1XG: RIGHT PAGE: DETAILS 150 MPH EXP. B AA NO In 06/09/90CALE: 1/4"=1'-O"*IEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 20456.3 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 12/31/2020 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 2027 FBCR 12/31/2020 10441A 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. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 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.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 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 W W W.FLORI DABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BE LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com L AA N: 0003325 t: LAIII 11 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS M BRED TIMID TO LATH 6 S' Or— MAX (VERTA b9M DO NOT FASTEN CONTROL JOINT TO MALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES IW SPEC{ O CQIT1401. JOIUSEDNT TEMP DURING INSTALLATION FASTENERS TO BE SPACED • t' Or— MAX VERTICALLY J' THICK 3 COAT CEMENT PLASTER UM LATER 4. FOW FIS M BUILOM PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUPPORTS UM LAYER % S'NCCO UNLIAP UIOOD SHEATHING LATH SMALL NOT -- --- BE CONTRQaA v To r• r• To r• TH R0,136I CONTROL \ JOINTS BUT SHALL M 6TOPPED AND TED AT EACH 6100 PROVIDE 7X4 BLOCKINGPER ASTM C106! PLACED FLAT MAX. 6' TO V1.IOJ,a FROM CONTROL JOINT MmN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR i eTRUCT3IAL STUD 6TAPLE6 IN COMPLIANCE V A67M C1063 2. ORE TIES TO BE (NO. W CAP41V ORE / 3. BLOCKING SHOW MAY M IN ADDITION{• TO MALL STLOO REQUIRED PER PLAN / i (III A I O"M" TYPE CONTROL JOINT OL ivLp riat4rD • Pr. A ®FOLD OLr.A Nliw. Pr. A 2 CR3AAE - FM. a ►l#AN - PT. C .Mtic - ,x + DRIP mom oww-ep V. 3xTWD w' OBE" SHUTHM MSM41 G41T P43TW 4' OL ILNL Ot. POLO Ie04o - Pr. A a. CRASS - PT. • P"- eIp ® L (HIED Nil4p • R. A L CRNAA3 - PC • NL alAN - Fr. C A POLO Pr. C OVM Pr. 6 TILL PT. G TO CWI* I107701M PL..aE aw r 0 morrom "'H"' aeaa TN3Mr MAL. POLO. Ii4 l9a CUT. ]' THICK 3 COAT CEMENT PLMTSR (PRAM to' 2 COAT Ll+rrr FLAATOI raw Ulm LAYER 4, FORrFEER BUILDING PAPER not" Cmw MLB LATER'(. STUCCO ~(P m OLY) FASCIA GIMP PCIP V3 r) Cm P.AMMtl i n.Arw reNs �. PJMIP7 AT BDrrat w RPpF I laAu WTEEBTIQIA APPROVED BUILDING URAP SMALL M LAPPED A M*~ OF 6' • VERTICAL LAP& (ROLL ENDS) a 6' • NORMONTAL LAPS, ALL SEAMS NEED TO BE TAPED WTH FOWnIM SMEATMINS TAPE / r rnL uP . FRTAL LAN \ pC X X X LATH VERTICAL LAP TO BE V 4'x4' SELF-ADLEItlNb N'®'IBPANE R-46FIN6 (Cq'IPATIRLE W/ FIOUbE� OMIAP MATERIAL) OVER 1. OR LESS PIPE PENETRATION 4• 66� 6'P6' SELF-AD4lINI6 MEMBRANE PLASMMG(COMPATIBLE w HOUSE ~ MATERIAL) OVER 4'11W SELF -ADHERING MEMBRANE PLASHMM OVER APPROVED HOUSE MlJIP. FLA6MINa TO EXTEND ONTO PIPE n n�Ac CUT AND OVERLAP ONL GIBE Q . METAL LATH SELF -ADHERING N'EtIDgNE CUT AND OVERLAP ONE SIDE OF FLASHING �•M�Ip �n yM•pp � SELF -ADHERING MEMBRANE URD LATER 4 C3 COAT CEMENT Y1-il_I STEP 02 R.ASHM6 STUCCO YAIAf- I Ulm LATE -L r• mN PMNP w oiMLT / METAL LATH Snow wmw SEES LATER 4, FONRFIBER Uft LAYER 9. POWFIBER Ulm LATER 4. FORTFIDER BUILDING PAPER E3LDING PAPER \ BUILDM PAPER / I FETAL LATH UIRIS \ — �• / I 6TUOCA ER 9. 6k6' SELF•ADFERWG MEMBRANE FLASMMG OVER 4'P4' SELF -ADHERING MEMBRANE wow SHEATHING INSTALL FASTENEIRD (CLIP&. FLASHING OVER APPROVED STRAPS. STAPLES) AS MOUSE MNMP. RlOSRED TO SECURE FLASNNG TO EIe'tEDb ONTO PIP[ \ I PIPE/ WNW TO MSAMING FA— ro'\PAPER ecxEr I vJ .I'- A Q KICKOUT DETAIL LMAIER r4W AIAL r0130 oR SoLDIIR DD rLor arty bKm SIDE LAPS Ole METAL PLASTER BASES SMALL Be SECLIW TO PRAMM MEMBERS. THEY SMALL BE TIED BRUEEN BPPORT6 OT14 0.0410-IN. (171-MM) ORE AT INTERVAL6 NOT MORE THAN S' (720-MM4 AS PER A6TM C1063 Tell. FOR REPAIR CP TEAM IN IIRB LAYEM, TEAM MAY BE PATCHED UVMOUM MN:AP TAPE PER MANP. *PEG OR PEEL a *TICK UIOQD 6TUC SHEATHING 6TUC00 �•uT" . FAF'mI WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. %* CONT. BEAD OF SEALANT INSTALL APPROVED HOUSIBRAP AIR WLTRATION BARRIER OVER 61iATHING SECTION PER SECTION 9M�T EYRtrIel6R artl aYLYelta Ezterbr uw d pordana camPN pester "M comply wNh the appllcatbn requirements of ASTM C 926-12A. IrP�Netlon d 4derbr 4Nkg.rid hernirq anell wmt ASTM c TONatzA. TAIL (PRAME) DRAINAGE PLANE (LURB LAYER 01, STUCCO WRAP) LURE LAYER *2 CFORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO L." • -�� SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-7748078 FAX 407-774,4078 www.abdeRlgngroup.eom AA S: 0003326 M m MW M 6 A aUDDIV & LOT SILVERADO LOT #32 BLK #18 PROJECT# 04128.002-32181 MODEX& 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 06/09/20 BCALE: 1/4"=1'-0" BI'IEET WA1 BACKER ROD BACKER ROD Wift LAYER h, STYLe WRAP INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BEGSIENCE OF FLASHING TO BE: L BOTTOM. 2- SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER ALLAY FI40M JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ys CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior IeSlbw and pWiedrl0 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD BHEATHNG DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-OS, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH h' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t; SIDES F)B DRYER VENT (BLOCK) DUILC*4 PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANIF. OPEC BUILDING PAPER UNDER 'QUICK FLU A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VELEC. METER FIELD VERIFY LOCATION VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRD LAYER 9, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUGTRAL MEMBER • 1' OO. MAX V TO Jj' MQJ::A 1 wiliw SCR[[D 61Mot STRIP SELF ADHESIVE FLASHMG, CLBAN MASONRY DBFORE APPI-YMti HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER h, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR DOX INSTALLATION GUT 'X' INTO WRB LAYER'I, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHI MEMBRANE FLASHMG OVER BOX AND OVER APPROVED WIM LAYER 9 STEP #1 APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT -PROM SEALANT Al JOINTS AND INTERSIECTIC STEP #3 APPLY bm IN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP e' STEP #2 WRB LAYER 'I, STUCCO WRAP ENE ® MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEP "re OELECTRICAL RECEPTACLE i441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 S 3 I aERADO #32 #18 T�r02-32181 BB -CALI" OWING: GHT LL MBLY AILS 150 MPH EXP. B F� 06/09AUD 1/4"=I'—O" WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2I/2" COMER BEAD (FASTENER 4 SPACING • -I' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com M: 0003328 aUBDIV, as LOT: SILVERADO LOT ##32 BLK ##18 PROJECT# 04128.002-32181 HODEIs 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 00*1 F-PpmrrDA 08/09/20 8CALE: 1/4"=1'-0" aiIEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 'I, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — — — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD TIlICTIONwy QID WOOD 6WEATMM6 W"I' m W616TWE BANNER \ I'18"ThE � ORR �.f� IN $00-APHIMN6 uw� 040 LA° AD1 ' LFLASWM QJEATN R �el6TIVE BANN&TARTER STRIP / \ LLlATH R RE616TWE \ \ mAllRIER 4 on i \\ N.A&H�INW6ADNERIN6 IfitSw ! \ — PALV'D METAL 6ALV'D METAL _ T FLASH% DOD TRIM MEMRER CASING XxS•LgTED TRM t'!I"!ER GAP OR AP"FOOVE T SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PN: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 q sysaly ae IATOR SILVERADO LOT #32 BLK #18 PROJECT* 04128.002-32181 HGDZIA 4EBB "1828-CALI" GAIewGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ATE: D06/09/20 DATE: OC.ALM 1/4"=1'-0" OI•IEET WA4 icy � / / I \ i \ / I \ L---- —--- - - \ +------- ll 2x6 SUB-BANb W/I'x4' NOTCH /- - - - END, WRAPPED IN i PEEL 4 STICK DRIP EDGE 10 I 1\\ 1/8' TEXTURED I \ el \ FINISH o WOOD I \\ \\ 1 116141/2' TEXTURED I \\ ( FINISH 0 CMU i \\ \\ \ \\\ METAL FASCIA f WRAP Ye' FROM \\ f -- - --------------' p STUCCO, I' FROM \ WOOD WALL \ \ r ` EXTERIOR WALL \\ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X& \ \ SUB BAND ONLY l/a, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CAI X METAL LATH x x x x x x x x METAL FASCIA W.4AR� WOOD SHEATHIW x x x x x x >:. WRD LAYER N, x x x x x x I, STUCCO ~(FRAME ONLY) x x x x x x x x x x x x - — WR5 LAYER 02, FORTIFIDER x x x x x x x x x x x x x ' BUILDIWx PAPER (FRAME ONLY) x x x x x x x x x x x x x =" FRAME OR CMU 2x& SUB BAND �n RooFIHG CEMENT X X % % % X X X X X X x x x x x x x x x x J FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x % % x x x x % x x x x x - - (REFERENCE POINT ©pI �� I ONLY • FOR WALL OFF ^ % SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) 'DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) — ;1/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH s CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®EV/�� It (ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND Wl%'x4' NOTCH* END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJM'x4' NOTCH 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 e END, WRAPPED IN PEEL : STICK ROOF CEMENT as ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748o78 FAX 407-7744078 www.abdosigngroup.com AA A: 0003325 LMIM k4-0L; lStMDI . 4. LCT SILVERADO LOT #32 BLK #18 PI40JECT* 04128.002-32181 HODELe 4EBB "1828-CALI" GARAGE EtWWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B DIUNT A 06/09/20 8CALE: 1/4"=1'-0" SHEZTT YV A6 39'-B' 28'-8' --FM-12X12 —--- 1 — — FM-12X78------� m 4S IN BC a¢ cJn a *3 1/2 1,-0• LF-24X24 IOw 10 r 1 FM-12318 EXTEND SLAB 1 1/2' I I I �I Thy OF I SLAB N I I I I 7I I I I� I' I ILL I 'I I I• 4' PVC 1 Q`� (CHASE 1 1.1 TE-1 J — <V I I I 14-2,". *6 I 17'-8" `3'-0• 5 I I I I I I § ro m i 7 • � LLI I I . i EXTEND SLAB 1 1/2' 2 14' CONC. �( mr FM-12X78 m 1.1 I ( SB Oa 1/2 y I I I o 2-7 1/2 ,. (_ 1.1 FM-/2X18 _ J F C-12X18 v FM-12X18 FMC-12X18 4 4 1.1 1. 10'-2" 3'-10" 2'-S• 16'-0• 2'-W 21'4' 14'-0' 4'-4" Ad 39'-8' 3 1.1 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 +-0'-W, 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. 11.01NDICATED #5 BAR, MINDICATES #6 BAR,MNDICATES #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 917 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.630-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M' OWS" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED V-0' 0/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 I REINF. REMARKS W 1.4xW 1.4 OVER GENERAL 3 1/2' 16.6 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS I BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE•1 8% 10 - s FM-12xi2 12' CONTINUOUS 12• - (2 *56 +0'-0• FM-12x18 12• CONTINUOUS 18• (2) #5's FM-16x18 16, CONTINUOUS IF FMC-12x1a 12' CONTINUOUS 18' - 2 8 VARIES 2a 2a' B (- D•-a• 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.eom AA #: 0003325 lowl A 116 a oil a IF NJ BUDDIV. de LOT: SILVERADO LOT #32 BLK #18 1pmoi CT 041 8.00 -32181 MODEIe 4EBB "1828-CALY" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30„ MIN. EACH WAY MONOLITHIC FOOTING {} i STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED • [� c CELL SEE PLAN FOR SIZE AND a a O CELL SEE PLAN FOR SIZE AND I ` n a SPACING REQUIREMENTS } C a W SPACING REQUIREMENTS •. //��c GARAGE DOOR m W m U W . tr1 RECESS ¢y ..)°. o . v FM g5 i O io 8' CMU WALL +- 0'-0' O i 8' CMU WALL +- V-0' I , . CORNER BARS, SAME SIZE AS BAR I I .. IN FOUNDATION WITH 30' LEG EACH 'WWI -� WAY AT ALL CHANGES IN DIRECTIONS Lu w LU p= B' ' TOP OF SLAB - TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS I ~� ., ; ., MATCH AMOUNT OF CONTINUOUS BARS (, ?� FOR •\—CURB - ARIES I'•. I 1c MASONRY a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) SEE SLAB SCHEDULE TOP OF GARAGE o. I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UET gyp. AT ELEV: W/ 1/2' ISOLATION,. • JOINT (WHERE. a 6' CHAMFER (2-STORY) #3 18' #4 24' EXT. PORCH SLAB W/ 1/2' IS 4' CHAMFER (1STORY) '� 8' CHAMFER (2-STORY) �: •- 0'-0' APPLICABLE) i - SEE SCHEDULE #`' JOINT (WHERE APPLICABLE) i e i EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY• N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 6°ALE:3/4'<1'-D• 2 GARAGE SCALE:34'=1'-0' CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3�4'a1'-0' SCALE: 3l4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4.O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w a I 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART Q SPACING. SINGLE BTM. PLATE 1/2'x8' WEDGEANCHORW/2' BTM. PLATE TO SEPT. WIFLANGE @BASE o_ g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO � d 8', UNO PLATE EPDXY 5-1/2' EMBED. MIN. @ 18' OC SLAB W/10d MASONRY c Q O FOLLOW All MANE SIMPSON SPH4 OR SPH6 MAX. NAIL 16' O/C STAGGERED. = Q SPECIFICATIONS FOR a BTM AND TOP PLATE ADDITIONAL METAL 0] ( USE AND ANCHORS W/,0d x 1 1/2' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 2 ,/4' F=- PREPARATION OF O HOLE. COMMON NAILS FILL ALL to REQUIRED WHEN NO rn UPLIFT IS PRESENT. TAPCONS w ¢ HOLES, DO NOT USE 10d Lu u1 X 3• 2 SEE SLAB SCHEDULE g ¢ SEE SLAB SCHEDULE 8Q0 a TOP OF SLAB .. , TOP OF SLAB 4' CHAMFER (1 STORY) 6' CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE �� BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: 3/4'=,'-o• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 SCAlE:34'<1b' (W� UPLIFT) 8 SCALE:3/4'=1'-D' (NO UPLIFT) SCALE:34'<1'-0' 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 i 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE d " PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO O T ¢ C PROVIDE DBL. TOP PLATE SLAB WHOd MASONRY NAIL ¢� W 18' DITO/C 6TAGGERED. ADIONAL METAL U a: M CONNECTORS NOT 8' CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. ? +- V-0' POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) <e'' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING .I• SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' +- 0'- ' i i — • MINIMUM EMBEDMENT INTO TOP OF SLAB a • 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND zo CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH Q;�F -FOUNDATION AND SLAB SEE SCHEDULE .;r�EDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY —��---CCOOM`MB1I`"`INED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PAD BLOCK WALL CONNECTION 9 SCALE: 3�4'=,'-D• (NO UPLIFT) 8=!�ING!G SCALE: 3/4'=1'-0• 1 1 SCALE: 3/4'=P-0' 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.ebdeslgngroup.com AA #: 0003325 �aaI s t aU13MV. de LOT SILVERADO LOT #32 BLK #18 PROJECT# 04128.002-32181 MODEIa 4EBB "1828-CALI" GARAGE 8WD9G: RIGHT PAGE: DETAILS 150 MPH W.Aj DOWEL PLAN SCALE: 1/4' = 1'-V 1441 N. RONALD REAGAN Bt LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com L AA 0003325 6 �o [BUNDIV. ac LOT SILVERADO LOT #32 BLK #18 PROJMCT# 04128.002-32181 HoDELa 4EBB "1828-CALI" GARAGE BWU40: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B D �, 06/09/20 SCALE: 1/4"=1'-0" SFIEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM n VARIES PER ELE Z g O CLEAN OUT REQUIRED FOR INSPECTION "J III0'-0' FIN. FLR. TIE ERTICAL REBAR .. a TO HORIZONTAL REBAR W/10'HOOK BAR SIZE 48 BAR DIA. ZLu #3 18` 0 #4 24' x8 38' x7 42' HORIZONTALIVERTICAL REINFORCING 0 SCALE: 3/4'st'-0' Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS mW U w Z 8' CMU WALL 41 +- a -a' TOP OF SLAB - n TOP OF SLAB " SEE SLAB SCHEDULE Z w 4• EM. PORCH SLAB BAR SIZE 48 BAR DIA. > 'a 4 E V2' ISOLATION 4' CHAMFER (1STORY) #3 18' OU JOINT (WHERE ^ 8' CHAMFER (2STORY) #4 24' APPLICABLE) Z_ MATCH STEEL #5 NY 6' PVC CHASE - I- REINFORCEMENT #6 38' THRU FOOTING PER SCHEDULE #7 42' 8' PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 314'=1'-0' #5 BARS F.E,. 1 ml- R-F 11 -0" F c CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774 O78 www.abdesigngroup.com AA #: 0003325 N^ q a p f t O a 4 � a �o SILVERADO LOT #32 BLK #18 PROJECT 04128.00 —32181 MODEL: 4EBB "1828—CALM" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 7 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 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, .17r ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I 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 (pa SIZEWXH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4Mff-61111A 7 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 74' (421 PRECAST 2231 4'-W (46') PRECAST 196E 4'4' (547 PRECAST JIM VW (04-) PRECAST 1217 F-IV (70') PRECAST I= 94' (M PRECAST 1108 T4' (On PRECAST 743 PW (112') PRECAST 664 194' (12n PRECAST 475 114- (136') PRECAST Sm 174' (144') PRECAST 337 IT-C (180') PRECAST 296 le-W (/88). PRECAST 279 IW4r (176") PRESTRESSED N.R. 1&4' (184') PRESTRESSED N.R. lr4' Mn PRESTRESSED N.R. 19W M21 PFS87RESSM N.R. 21'W On PRE N.R. 274' MCI PRESTRESSED Nit. 24'4' PRESTRC-MED D�mmmm omov000 0�00�00 mo��+oo m000moo ®0000m m©0m000 mmo00o0 0m�00�0 00000�Q 00000loo D�D0DE�1_!C�! 00�©�00 000®000 000000v D��0mE�0 ©0o01o�av 0�0�mm0 ©0000�0 0m000m� ('iA67 N.R. 124 1 213 1 410 1 4F 1 04 1 M I I = (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VAUIESTAIEN FROM ISAFE LOAD TABLES' BY CASTCRETE MAY 201E EDRION -ALL PRECAST PROWCTS ARE TO BE INSTALLED PER MANUFACRRIE88PECFICAT10N8 8" PRECAST & PRESTRESSED U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Lbw SAFE .OAD --tl 4Mw�jMl� SAFE LOAD - POUNDS PER LINEAR FOOT 3'4' (42") PRECAST 102E 10 4 168E 8'4' (497) PRECAST 4'4' (48') PRECAST 766 763 1309 4'4' M PRECAST 4'4' (64') PRECAST 692 591 1073 4'-0' PI PREOAST 9-4' (64') PRECAST 411 411 745 Bd' (847 PRECAST 9-IW (70') PRECAST 340 339 610 F-10' (70') PRECAST 94' M PRECAST 807 721 40) 94' (76') PRECAST r4' W PRECAST 424 634 BIG T4' Mn PRECAST 9.4' (112.) PRECAST 328 612 MID W-C (112') PRECAST 194' (126) PRECAST 284 4D1 iso 194' (an PRECAST ll'-C (13n PRECAST 2W 462 IN IT-C (13" PRECAST 174' (I"') PRECAST 2" 402 13-1 17-0' (I"') PRECAST 17-C (160') PRECAST 217 324 110 ITW (1601 PRECAST 14'4' (16n PRECAST 206 203 IW 14'4' (IfIn PRECAST 1P4' (17n PRE N.R. 284 91 14'4' (17n PRESTRESSED ISW (184*) PRESTRESSED NA 269 83 19W (1841 PRESTRESSED Ir-O On PRESTIM11SED N.R. 194 64 irw pTI9') PRESITF98E0 IVW (234') PRE67REBBED N.R. 148 52 19j' Mn PRESTRESSED 21'4' OW PREfflRESSED N.R. 126 42 21'W On PRESTRESSED PSI`) PRESTRESSED N.R. 116 40 2Z4' (7847 PRESTRESSED 2{'4' Mr PRESTO N.R. 91 33 2Y4' Mn PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE MWIR M4. OF BEARM PAST EACH SIDE OF WPIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 15-0126.03 116---------�---------J&--------mmm_mm1.._m_m-- mmmmm-J LIFT BEAM PLAN SCALE: 1/4' = l'-0' 144i N. RONALD REAGAN BLVD. L0NGW0OD,FL32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdosigngmup.com AA 6: 000332E 4 O 6 6 SUBDIV 89 LOT: SILVERADO LOT #32 BILK #18 PR0JECT4/ 04128.002-32181 MODEIt 4EBB "1828-CALI" GARAGE >,WMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F= FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR 81X8' BOND BEAM 105 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'x18' $p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM "- a 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 1#5 TOP OF THE LINTEL. I- B" I- 8. UNO COMPOSITE MASONRY BEAM 18 TO BE NOT LESS THAN 18' DEEP. �F—�F WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE 416-Mi B NOMINAL—�9QHEIGHT 7'. # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MIM INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX- 1TNM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - IT/1MMIS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE'CAST "31i6' WINDOW z _a SILL 3 SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' 8x16 DBL. BOND TOP OF� BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8xe BOND BEAM TOP OF W/(1)#5BAR .`. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bz8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR - WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR �f 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS Tn . PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3/18 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 1-1/4' EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') B' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4') e' FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL SCALE: 3/4'=1'-0' ' SINGLE #5 CORNER T BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL N I i BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL327W PH: 407-774-6078 FAX: 407-774.4078 www.abd"gngroup.com AA #: 0003325 J T G iii QJill yRo J a C BUSDIV. Ae LOT: SILVERADO LOT #32 BLK #18 PROJECT/ 04128.002-32181 MODMA 4EBB "1828—CALI" GARAGE 8V1": RIGHT PAGE: DETAILS 150 MPH EXP. B DATo- 06/09/20 8CALE: 1/4"=1'-0" 8FIEET S2.1A 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/ lDd 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"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT( X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .i7T ° x 2 7/8' LONG, WITH WASHER 0 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 Y-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,800 LBS SHALL BE FABRICATED W/ AYx6 BTM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 ■ CJ1 (,J3 . n ■ n 16 ■ N ■ ■ n n N n N N ■ ■ L',L'i cis�� M n n 11 tl N N p n n N ■ ■ a® CJ6 7A to .1 .1 ----..a........ ....a .ss..:...:. ........ a ........ ......... ......... a ...........PRCrFA8R1OATED •®s :..� ...... a TRUSSES @ 2C O.Q MAX ...... a........: a. a...........a ................ ............... ...... a.......... .................0 ................ .............. ..... T._ ��....... .............. .....—I.ATTICS i iA- . ..... ...... :. a .. a.ays ......... 1 1 ......... a . ..............: 1A — — 1A to GT 1A cl EJ2 C2GE.a..a.a .-. s. 8 7 ll�Q1 3.1 8 7 .1 .1 FRAMING PLAN SCALE: 1/4" = l'-W 1441 N. RONALD REAGAN BL LONGWOOD,FL3275D PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA 44 0003325 a 64 �QI N om SVHDM Ag LOT: SILVERADO LOT ##32 BLK ##18 PROJECT* 04128.002-32181 MODELA 4EBB "1828-CALI" OARAOE BWn40: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DAM ., 06/09/20 DCA=: 1/4"=1'-0" B*Er. P s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH- (9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE UFT SIMPSON B-(2)SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOF/WALL/FLOOR HTSM20 0 TRUSS AND (4) V4' x 2 1/4' SHEATHING 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' TITEN 2 ANCHORS TO DB L STRAP,, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP 622'x 4', - (16)10dx3}'NAILS TOGIRDER AND 6', 8'x V-O'MAYBE ADDED H19000PLIFT(2)EDONSIMPSON ON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' OPPOSITE OPPOSITE FACES OF E FACES O WITH (12) 16d x 3 J' NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 1/4' 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24. O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12.0/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM o SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la i b 1 c TYPICAL TRUSS/ �=s= D GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING V-0' TO 3U-0- (1) -X- BRACE SEAMS) 3V-1' TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE 0 CENTER TO SLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. IE-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 Oft 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. OUTER W( SPAN ONLY BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3w-T-0' NOTCH DEPTH 1/4'D HOLE EDGE >5/8' �<OLE DIAMETER ?,4/, 2/5'D SGL. STUD PLATE STUD NOTCHING G )�� EDGE >518' HOLE DIAMETER < 3/5'D DBL. STUD 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 HIOA 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 F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'.1'-0' PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4'x1'-0' 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 www.abdasigngroup.com AA M: 0003325 J g C t a iA G I "kill [stmwv. a6 LOT SILVERADO LOT #32 BLK #18 pnoi CT* 04128.002-32181 MODRIA 4EBB "1828-CALL" GARAGE ETWIMO: RIGHT PAGR: DETAILS 150 MPH EXP. B a 1 ecALE: 1/4"=1'-0" 1 S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT e PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS 9YP) O 24' O.C. NOT SHOWN FOR CLARITY) MAX e FOR STRAPPING Q VERIFY SECURE 2z6 PT. PLATE TO BILK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2z8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT, 20 SECURED W/ (2) 10d's O EACH TRUSS TO BE INSTALLED O 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=l'-0' 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L. AA M: 0003325 t p o c atMDIV. as LOT SILVERADO LOT #32 BLK #18 PROJMCT* 04128.002-32181 MODZU 4EBB "1828—CAU" GARAGE 97II1JO: RIGHT PAGE: DETAILS v.150 MPH EXP. B DA M 06/09/20 BCAIX: 1/4"=1'-O" axEET s3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE WI (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER STRUSSES) 0'-0' TO 30'-0' (1)'X' BRACE 30'-1' TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE Q CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 1Sd ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24- 0/0, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE ABLE END PRE-ENGD TRUSS 1 W/ HIP RETURN SCALE:34'=1'-0' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosignMup.com AA M: 0003326 �a e g' Ro W C a atmEiv. ae IAT: SILVERADO LOT #32 BLK #18 PROJECT 04128.00 -32181 MODELa 4EBB "1828—CALI" GARAGE AWING: RIGHT PAGE: DETAILS %150 MPH EXP. B E i A GABLE -END HIP ROOFiF—mil' ROOF WIND DESIGN PRESSURES NFT(GROSS) 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' 4''0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8tl GUN NAILS ®4. O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Bd RING SHANK, 2 1/2' 0.120' 170,000 wRa- (16-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 21/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHING USE 112' CDX OR 7/1 S' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4. O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4' O.C. TOP & BOTTOM EDGES a Z O Z J W L7 LL yyZ Z J y O z m M z Z 1 I S x 3 W _ . m Z� TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS GTll1F C4IpAPATLJINT� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS 12 W OA. IN FIELD CBd RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.SwjN FIELD TYP. 314' 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: FBC-R 2017, 6th EDITION ACI 310-14. 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 AGGREGATE USED N CONCRETE SMALL CONFORMTO ASTMC33. MWM1M AGGREGATE SIZE SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 64IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALLSlAB84NGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 51NCHES AND SEALED WITH ADHESIVE TAPE FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, eth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SW'tl2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH: TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 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 TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR H CONTRACTOR H SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED T-T OC EACH WAY. THESHALL E REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFTRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA,O BEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, A D SHALL AND BE MANUFACTURED FROM STEEL P NOTIFY ARCHITECT IF ANV IS R DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A675 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 TO WORK PERFORMED AND SHALL OT FV THED C E MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED 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 AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TIONS FOR TRUSS CONSTRUCTION:, AND 'TPIA7TCA E-C N ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pet REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE•CONNECTED 20 pef TOP CHORD -none rrenl WOOD TRUSSES. TIP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25' A6 BAR • 38' 10 pef BTM CHORD -rKm-DOTlcunent 06 BAR - 30' e7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 3W 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 DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 DO TOP CHORD 20 pef TOP CHORD (7 pef w/ ASPHALT SHINGLES) (10 DO w/ ND GYPCFI.) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 6 pat STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opef 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 pef WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED-160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) AND DECKS: 40pM, GUARDS AND HANDRAILS: 200pe1 GUARD IN -FILL COMPONENTS: SOIP0, PASSENGER VEHICLE GARAGES: 60p f, ROOMS OTHER THAN SLEEPING ROOM: 40p f, SLEEPING ROOMS: 30paf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCE$, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pl. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SUB. CONTRACTOR SHALL 8UBMT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOREACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION Sf A L NOT EXCEED w MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE GAINERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOMRED 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 AND/OR WEATHER 142' FOR 66 AND SMALLER Y FOR M AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SUBS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Rb .1100 PSI AND A MODULUS OF ELASTICITY -1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT), WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN %* OF HEARTWOOD. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI S30/ ASCE S/TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm :1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' COURSE AGGREGATE, AND SHALL SE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' ORS' 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 31W 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 8 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 kei FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy : 46 W. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S, Fy : 35 kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRx.ATDN BITE TYPE SPACNO PEIAARK9 APPLDATDN 3� TYPE 9PACNq REIMIw3 1#PT FURRYJO TO CASE IWPoENEOCOE oAMGE DDDR BUCK tW OM TMCON MASONM - EMBED., 0 END DIET., MASpiRY/GONG, NAIL 11lY lONG. B.� TO MASONRYAXxfC. NO WASHER FABTENER B, 11IPEDGEDW, EGD,AL.EXT.DOORS CAM—DENEDCOIL 0'QO WINDOWDOORIFARTENED GAMGE DOOR BUCK 1IY0MWI ExPANBDNEOLT B4'oD 4- EMBED., P ENDDUST., Ix PT.SEENOTEB IUIL 11/1'LONB, STAGGERED INFO RMRCNRVDONC. TO M0.90NRYDDNC. WgBHER 9'EDGE D.T. WxDOW BUCK CASE IURDENEDC e'00 WINDOWDOORIFASTENED METAL ET —To CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE B NAILI III LONG. BTABDERED INTO MASWRYDdD. MASONRY/GONG. REQUIREMENTS EXT.SWWODWR R)wIC TAPCIXf I- NEEDY END. NONBEAPoNG WOoO 1IY° xPANe- 4'EMBED-4'END E Y4 of BUCKh PT. SEE NDTE a No— FABItER 1POC DI3T., I W EDGE DUT. —T.— W/WABHER BOLT DUST„e'EDOEDRT g PTWINDOWBUd( D.t3Y PAf vB 1rY P'OD V IND. DIST., 111' PT TO —EL COL., SEE w1 w—ER BTADOE�D EDGE D. NOTE B 1.SSTTAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS DR 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 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-77443078 FAX 407-7744078 wwwabdosigngroup.com AA B: 0003325 _... J .;a%I q r FO b i? a a 9 O O IounDIv. & L.OT SILVERADO LOT #32 BLK #18 PROJECT 04128.001-32181 MCDEIe 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B �P� sib 3ss��e 0 n