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HomeMy WebLinkAbout35621 Burma Reed Dr991 99 04EAB -ARIA HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 7e1= (813) 740-9720 Fax. (813) 740-9715 ALL WORK SHALL COMPLY dry+ PREVAILING FLORIDA BUILDING CCOF NATIONAL ELECTRIC CODE+ AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE AUG 0 4 2020 CITY OF ZEPHYR. Pi —AN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 + TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nnM MMMG CoM REmMauL ISM MR= (2017) •� IACAL AND 9TA18 00DL9 -OCCUPANCY - RESIDENMIA4 GROUP R3 CONSTRUCTION TYPE - YB 'HN• INTERIOR FINISH - CLASS B •BASIC MD SPEED - Vult=150 MPH Va3a=na MPH EXPOSURE - B •1-STORY RESIDENCE •2-STORY RESIDENCE - YAX HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ALDT. ALTERNATE AMP. AMPERAGE BO BOARD CL CENTERLINE CAB. CABINET CLO. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBE DOUBLE D.G. DUAL GLAZED DIAL DIAMETER Dim. DIMENSION DISPOSAL OP. DEEP DR DOOR D.S. DETAIL uT DTL. DETAIL EA. EACH ASHER EQ V EQUAL ELEVATION ELEROLAND EXH. EXHAUST EXT, EXCERIOR S F.G./FX. FDi EL F O. FUEL GAS FLR FLOOR FRUR. FREN HSDCOOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE IXSPOSAL G.F.I. �EOURU��TCIRCUIT GL. GLASS GYP. BD, GYPSUM BOARD H.B. HOSE BIB tHDR. HOLLOWV. HEADER IINSU�R ITT INSULATION W. NTERIOR LAV. LUM. MFR, MIN. M.T. MTD. MIL. N.T.S. O.C. PL PB. PH, PLY. PLYWD. P P.T.T R. AO RA.G. REF. RM. R.O. S.D. S SHTHG. SHWR. Se. S. STD.L SWS TEMP. THK, T.O.C. T.O.S. TYP. U.N.O. W. W WD. W°W W.I. LAVATORY LUMBJOUS MEDICINCCAB TURER MINIMUM METALTHRESHOLD METAL METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESRDRETREATED RI RADIUS RETURN AIR GRILL REFRIGERATOR ROOM OUG SOLID OPENING SMOKEEETTECCTTORt SHEETS" "° SHEATHING SHOWER - SIMILAR SLIDING STANDAARDIASS SECTION ALL TEMPEREDGLASS THICK TOP OF CURB TOP OF SLAABE TYPICAL UNLESS NOTED OTHERWISE PSHER WASHER WITH WOOD WINDOW WROUGHT IRON DATE DESCRIPTION 615BJB AIDS ISBUED ARCHITECTURAL SHEET DESCRIPTION 2mT1 FEiG UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI —FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-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 OV&D CO'SRE-I88UED 04AEAB FOOTINGS REVISION PERM EHOUlEB 02R2/B PLAN MAINTENANCE I�vISED LINTEL 812� AT FRONT ENTRT DOOR 0 j12M ADDED LED LIG n • KITCHEN & BATNR9B OaPER MARK BALES Ol/C!/19 ADDED STONE OPTION ELEVAT10N5 C ti' IOR5A9 ADDED OPT. V•0'CEILPGtEKaHT D/" RE 'PLACE + • STATE OF FLORIDA PROFESSIONAL ARCHITECT: 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 emum OPT. W-D' CLG.I%T. ELEVATION V- RSVBED HEW OF ARCH IIWY SQ.FT. CALC.'S LMNG 1012 Sp FT saw 432 86L FT. ENTRY 8(,�, FT LANAI S& SaFT. TOTAL 2;38 SFT. GI. STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG Si.lA-DETAILS PG PG 51.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3—FRAMING PLAN PG S3.IA-DETAILS PG S3.113—DETAILS PG S3.iC-DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LTABHM 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 DETAIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLAIMCATION. AS DESIGN GROUP WILI RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. i"i N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774,4078 wwwAbdesigngroup.com L AA is 0003325 a E J F0 fu I= SUSDLV. Be LOT11 S ILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 rcoDEL. 4EAB "1672- ARIA" GARAGE STING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED N THESE DOCUMENTS ARE LINDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY TIE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEEP, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS i 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 %%NCH GYPSUM BOARD OR EQUIVALENT. ETE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (MERE APPLICABLE) 8, EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL ANDE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES! TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUABNiG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W AM AFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 EXTERIOR WALL COVERNNS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR F1 ASM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. F31E 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 1/7 GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1hr TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. R IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW 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 BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmuP.e m L AA S: 0003325 o . MIN � G 'Plitt SUDDIN. & LOT SILVERADO LOT #16 BLK #19 [PItOJECT# 04128.002- 6191 MODEL 4EAB "1672-ARIA" GARAGE 811MG: RIGHT PAGE: GENERAL NOTES %150 MPH W. B ND A m N BCAI.E: 1/4"=1'-0" SHEET GN (2) 3052-45H (2) 3052-SW v�eaa olio 47��IMIIo �� oINNN�XNNUNN�NIo � oi1NN�NNIL � o 'j '] r G _ oIONN!o �� o a�fo C O � o � _ _ s - aa o M i olNl!o� �oIINNq��1"o ol��l,o 0 olN�lo 4'_4• - -.+ INNN�N�N�N�NI owwmAll'IJ7.NW, SQ.FT. CALC.S LIVING 1012 SO. FT. GARAGE 432 Sa FT. ENTRY 38 Sa FT. LANAI 56 Ga FT. TOTAL 2,238 86L FT. 10MONSR MD OIIDpIG SD IAADI larc wlo I�OIIIE IaOR a aECOID Duels asm BMW I°0 DOZE ommi me Iowa MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING Is 5 24/-31 M MIN. CRITERIA SCsD. MIN. 41 5 23/-29 CRITERIA 16010 OND. 1 112 1 5 1 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vutt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=I. EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMA OMTEIYNN TOP PLATE 9 M BAR DETAIL A SCALE: I!1'•1'-0' e a DIM. VARIES ARCH DTL. FLOOR PLAN (�" E: 1/2 - I'-V' SCALE: V4' • 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENING-6 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EG.UIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD.! LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesk"foup.com AA 8: 0003325 g � SUBDIV. ae LA03 SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 MODEIe 4EAB "1672-ARIA" GARAGE 8'WMG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B • AA NO sCA* 9'• 1/4"=1'-0" BHEET Al +/-I5'-8' BLDG. HGT. SFIIWCsI-E ROOF _—_—_—_---'—_—_-- SHINGLE ROOF LAP SIDING AS SPECIFIED 12 6' RAISED BAND (TYP-) 4' FRIEZE 4' RAISED BAND BAND (TYP.) 6' TRIM BOARD (TYP-) 8'-S' BRG. HGT.(, 8'-8' BIR3. W.T. OI6'XI DECRATIVEIVS __-SHUTTERI'r OPT.COACH L*44T 4' RAISEDBAND Mr.) �El Er 0'-0' FIN.FLR�----_ --�_ -- ED�- A�_ - 0 FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHNG AS PER FBCR R103.4 Pam➢ OFF RIDGE VENT OFF RIDGE VENT REAOFATTIC = 2235 XL Fr. NET FREE VENTILATION AREA REQUIRED = I/3w REQUREDVENTLATION AREA = 223S/302 245 VEN11 LATION AREA X SO, )NCNB PER FT.(144) = IM.R SQ IN. PAN. REQUIREDVENTILATX)N = .5X 1W28 IN LIPPER PORTION OF ATTIC - 536.450. IN. OFF RIDGEVENTILATIONAREA 1155Q IN, PERVENT 536,4 /115 TOTAL # OF VENTS REQUIRED = 4.66435 TOTALROFVENTSPROVIOEO = 5 'AREA OF ATTIC IS THE PERINRTER OF THE HOUSE, LESS THE OVERHANG EXTERIOROF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 8'-8' BI3'3. HGT.�, - BRS. HGT. 0'-0. FN. L OFF RIDGE VENT LEI � L11[ e v REAR ELEVATION SCALE: 114 . I'-0' TEXTURED FNISH F-1 10 FIN. FLR - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - - — - — - — - — - --- LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FNISH OFF RIDGE VENT OFF RIDGE VENT 12 6 8'-S' BRG.8'- I -m• I i ITYP. II 0'-0' FIN. FLR I I 0' RIGHT ELEVATION SCALE: 1/4 . I'-& TEXTURED FINISH B'i'I.. W.T. 0'-0' FIN. FLR i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77443078 FAK 407-7744078 www.abdesigngfoup.com AA N: 0003326 L4 • d 14 o at 144 Smolt'. at TAT: SILVERADO LOT #16 BLK #19 PYiojzcT* 04128.002-16191 MoDEL. 4EAB "1672- ARIA" GARAGE OWING: RIGHT PAGE: ELEVATION "C" 150 MPH W. B m DA08/30/20 SCALE: 1/4"=1•-0" SFIEET t/^1 A2 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -4-7 DWV OUTLET 20 AP SNSLE FOLK WV OUTLET IIOV OUTLET h OUTLET SIR® TO WITCH GPI IS, OUTLET EralrED RNTwD PAIL NPEWWIER (TIPPER SWMTAW rrPp 220V OUTLET (4) ewe CO14mall N �R_ IUIIP rtJ- CJR wa saumROOF OUTLET OIWO MO PALT NRRIOPTER S n V4 SWTCM 3-WAY OFWt $4 SETCN 4-WAY OPKR WILL MOINIEO LENT CHEW. LKWr ( L� LED CW LOW ©vp LED VAPOR PROOF LOW @ VP VAPOR PROOF LINK @ URECleO® CAN YBR. FAN I ORU PE t ea ". VEIT.FAN 6ILu4n TCR'1 PeR eO. FT. FIXSII! ferEO• Teo eY PLUOIf 2-OULe YR.1P ® AIgWD 4 PLUORESCBJT 2-BILERA WP • (SURFACE MNTJ� -� 2. F=FESCE1T W RAgI@%R!T p4 W-n-�a• � 88 4' TRACK LIONT PAEL PETER OSD. wom VaTacTOR 1 w WILL MOUAE) aLcom DERCTOR RAIL e4C14UP Wysys ® BOO CIISO7— 01016ccmw NIER-OOMlCT® SMALL SE A DSTAiCE OF NOT LESS TWIN 4• emal am" PED P� f NATURAL 6Y jY TE IDWIN JKK U M GTER UX To A'Ey�f Yf6O e Q I 'AR COOMONM DeCO.SCT WEE ANI ON TELEVISION JACK CELNO SOX FEGUNEW JO J-BO)N TO IS SIPFORRD N AOCO IA4NOM W BOX MAIWOTD AS SUCH FOR GEILNO Box pmajow CEILNO FANA.IONT 70 EE M/TOR® N W OOX TIAWWAS'E A6 eucH MR 2P NCANO{ecow AOOQ LOW STRIP nnnnnn 36•.ICADRICSW Lkbw STRIP none 41V IMMAPbHCErt LIGHT STRIP R.coo LISNT KP OPT. SECYWTY IOlYPAD • P8 NW-eYTTQI P'OR dOIS .-�-• IM PORT • LOCATION OP TV JACKS 4 NIO E OUTLETS 4 PAPS TO BE VIRFED . NO MOWER FRE-CHSTRUCTION IEETM • ALL S 4 20 AMP BRANCH CUCWTS TO BE AMC FAULT FROTECT® F Ut ELECTRICAL PROVKH NS OF BYd EDITION nen) 4 PEG 210a 7d4 EDRICN ATM • 20 AIMP DEDICATED LAUDRY CIRGAt. • OR • ISLAND (NOT ON KMC181 CWWLLIT) • DWMU46M t DECO NI= TO BE LOOKOUT N PANEL • BATMFIC T E)6WST PAN TO NAVE MIN CMACITY OF 90 C71'I W NWITTTEW PER ELECTRICAL P ROVW" OF SECTION P' "u MimEQID�,GlODL • LAUNDRY ROOM RKClPrACLE SHALL BE OIRO{WD FAULT CIRCIAT-WRERR PTER PROTECTION FOR PERSON EL ON P�®EEG • SM4 METHOD SMALL BE NOW METALLIC CABLE PER ELECTRICAL FlW7116IOS OF FBCR bTN ED nOMl • ALL UVW TO COMPLY WTN ELECTRICAL F117A610W OF TIE PBOR M SLOINU. 11 OPT. _ COAACFA - - - - - - LI WHT ELECTRICAL PLAN SCALE: 114' . 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WDW(AMW COMI WIATION SERVICE DISCONNECT SWITCH AND OOa40 VC M ELECT= METER IN 1 MLO Pam 3R GAEERE PANS NTER6Y6Tm BONDWG TER'RNAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE OIIOUND COMECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTIWAL PROVINOS OF THE MCN, &W mIT10N r2enz W' DNA )( 9 FT Lan COPPER 11AD GIROUD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774,6078 FAK 407-7744078 www.aEdesigngrouP.com AA is 0003325 WJ W o b i ty m 3 yW 3 I V L SVHDIV. ae EST.; SILVERADO LOT #16 BLK #19 PROd� 04128.002-16191 MODRL 4EAB "1672—ARIA" GARAGE. 81NIMG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH E B ROLAID A ABOUCIFNIM L AR NO 9V23 A AM M1 06/30/20 SEALS: 1/4"=1'-0" SHAFT E1 I II I II it I I 1 I I I I I I 1 II --- if • Y v I O 10 I 0 I I I� _- I I I I I I • m ,:� II Icy � IIi ill 4AV 9 I 36'xb0' SFNU2 PAN ii I � ii 1 `---- V. 0 V. PLUMBING PLAN SCALE: 1/4 • I'-V 4L2' V.TP- r2 I ` �1 v2- IIR'� I ` I 1 ITus lI I I ILAV TO KITCHEN SINK Iw V AUTO VENT �i I/2' 2' V.TR 1 tt. I la' ---. I I I/2'-� T J ' o LAV. LAV.SWUR 11/2• I wc. I � PLUMBING RISER 144i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 vwvw.abdosigngroup.com L AA 8: 0003326 q o a:4 0 S r VHDIV. Aa LOT: SILVERAD0 LOT #16 BLK #19 PROJECT/ 04128.002-16191 MODEIe 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B V, AR � DATE., 06/30/20 BCALE: 1/4"=1'-0" 811EET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERACMG, PER MFG. RECUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATMG. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20n) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI 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 C14 MNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL 15E MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20TT) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE -LIP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREA MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPED SHALL BE INSTALLED TO I M RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 30 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY AIR HANDLER EVAP. TRAY SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL T 1 AIR RETURN SUCTION AND LIQUID 1 REFRIGERANT LINES 1 EXTERIOR WALL 3/4' PVC CONDENSATE DRAM LINE 1 PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS FIN. FLOOR OR WALL PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J06AM D60M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SFEC TI 00R SLAB CLEAN —OUT (TYU LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE" SUPPLY TRUNK — BROKEN LINE- RETURN TILING 1 BALANCNG DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/I6'X2' TAPCONS CONUNIITR SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) ffiXI 114' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. F-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 0EXT. GROUND CLEAN —OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. MECHANICAL PLAN SCALE. 1/4 . I'-0' :ml 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeMpgroup.mm AA #: 0003325 J P 5 I 4SI _ms N UBDIV, +k Lo SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 MODELa 4EAB "1672— ARIA" CARACE OWWO: RIGHT PACE MECHANICAL PLAN 150 MPH EXP. B { DA 06/30/20 scAL.E: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE came aAD PRE-FAB TRUSS v!' T�eL7(7 COAT 4. GTII �N 1R' CLG: BOARD N�OMI.MOA O�Q'�T� eTwicTuex vole D willmy TO MMOMY 2 6 P.T. e0 ATTAONlD TO M.I. NOTE: STUDS IN os.L w PT♦9e . r PARTITIONS SUPPORTING mil 'M 1/2' DRYWALL WALL HUNG PLUMBING .aclme IioD 1441 N. RONAD REAGAN BLVD. FIXTURES AND WALL WAT1ae GTRW LONGWOOD, FL 32750 CABINETS SHALL BE NOT �w � FN:407-774-W7s LESS THAN 2x4, WHERE ►� ""`"0"6~Le` aLLv. eT®L SPACED NOT MORE a•m.a �o '�� OOOR 1°"p' FAX: 407-7744078 SECURE ST. 2X4 WOOD twa70 t www.aM6desIg0003325 PLATE TO SLAG STUDS 024' THAN Vp O.C. OR, NOT a000 sAr WOW � P M uv MCI MASONRY Or, LESS THAN 2xb, WHERE PnoolzAL R5Q �� TW °r COTHI DDO1e NAIL • 32' Or- SPACED NOT MORE PR"TBY ENW TO ' err COT HIM ' THAN 24' O,C. TRACK °R^°QT° A/ rRO QCT VAL �� APPROVAL I1�0. O -® FIN. RR 2 GAS LINE THRU BLACK 3 _ GARAGE DOOR JAMBS T '�'"'''�''•''� D1 1 TYP. INT. WALL NON—BRG. SCALE: 11/2',I'-0' Dj SCALE, 3/4'.I'-0 FIBERGLASS SHINGLES 2X4 SPF 24' OG. MAX. OVER "0 FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, a EA END FIBERGLASS SHINGLES INSTALLED PER SECTION 2x BLOCKING BETWEEN TRIBSES FIBERGLAb$ SHINGLES OVER --IV FELT PAPER Ci N q. W q v FIBERGLASS SHINGLES OR SYNTHETIC R905.IJ ON Ik ass. PER STRUCTURAL DETAILS OVER 30 FELT PAPER OR OVER -00 FELT PAPER PRODUCT, INSTALLED SMATHING OR;' CDX SYNTHETIC PRODUCT, OR SYNTHETIC Z PER SECTION R05 9JJ PLYWOOD SECURED PER INSTALLED PER SECTION CTIONfq%m.ID.1 ON �' O.S.B. 8HEATNMG FASTENER SCHEDULERw5jj ON le Oiss. PER STIFFBACK AT ALL UPRiGI4 SHEATHING OR }' CDX ON J' OJjB. SHEATHING 5/8' GYPSUM BOA OR }' cox PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER OR }' CDX PLYWOOD OR 1/2' HKTH FASTENER SCHEDULE FASTENER SCHEDULE I._m• I'®• SECURED PER STRENGTH CLG. TYP. TYP. FASTENER SCHEDULEO.H. BOARD MTL. DRIP EDGE ~-P�- OR MTL. DRIP EDGE A I STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS IF ELEVATIONS "E SEE ENERGY CODE FORMS F!I ` COAT. 2x RAT RUN SECURED PER C PRE-ENG TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE PRE-' GAGE TRUSS INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYR 2x FASCIA PER ELEVATIONS 0.14 ELEVATIONS 5/V GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER 2z P.T. SECURED PER VENTED SOFFIT R-4J INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION IQ' THICK, 2 COAT CEMENT STRUCTURAL MANUFACATURES SPECIFICATIONS PLASTEPER RAPPLIED RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24. O.C. 1/I' THICK. 2 COAT PORTLAND bt2 P.T. FURRING S' C-m CEMENT PLASTER APPLIED * •BD, In' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT In' GYP. W-.STRIPS ' CEMENT PLASTER APPLIED In' GYP. WL. BD. AR�D CMU DIRECTLY TO MASONRY U100D BABE PLASTER UbOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLIt — 0'-0' FIN. FLR — 0'-0' FIN. FLR — J, 0'-0' FIN. FLR a .< .a a n W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION �' B NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A atmDIV. Z LOT SILVERADO LOT #16 BLK #19 PROJECT/ 04128.002-16191 MODEL' 4EAB "1672— ARIA" 0AR40E aT►INC: RIGHT PACE: DETAILS 150 MPH EXP. B (1)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES j SCALE, 3/4'.I'-0' OF 4:12 OR GREATER (1) LAYER LNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22Fi TYPE 11, ASTM D 4865 TYPE IV, OR ASTM D 01 6�5 I - 7�v ROLMD A ARF-pltNO 9S7 DA E:* mT 06/30/20 SCALE: 1/4"=1'-0" B* EET D1 T4$ 2X6 P.T. • CENTER C= DOOR FEARER SEGUED UY (1) V)' X OL V J-DT UY Y TNL B>DEDI'BtT 11112' X 2' X Ye' WAGER t NUT OR uY (2) Y2' X e' ANCFIOR DOLTS YY 2' X 2' X Ye' W4SFER t NIT ® P�� SEClE 2x4 ON FLAT TO DL.IC B9 B UY MASONRY NAIL& DOOR OUGc SECURED IW )112' 1 D LT N' X e' N. VIB DR ANCHOR ® DOLTS. YV 4' MIN. B'EREDY@1T, YY 2' 00 X 2' X Ye• WASFEI! t N)T. (1) RITHN e' OF TOP. (O WTHw e• OF THE DTM. (3) EVE&Y SPACED. ® ® B o NOTE& ALL ANCHORS GWALL BE IN ACCORDANCE TO MANPACIURER'S MTALLATICN wSTRICTIONs VAERE fi v N6tlICTIOJa A � 9Tm,wFNT GARAGE DOOR ft1BUCK ATTACHMENT seas w•.r�' L:j 4 I'X4' OR PX2' P.T. NAILER ❑ N4 P.T. OR %'X4' MIN SECURE THRU FRAME t EXTEND I Y4 INTO BLOCK ❑ W/ VTAPCONS IMIN. SHANK SIZE A45 MR HEAD SIZE 300 MR EMBEDMENT I-Y4 WITHIN S' OF EACH END t 18' O.G. MAX SPACING. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 A SCALE. N.T.S. 2X4: m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END t WS' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/J-%' TAPGONB(MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT1Y4) WITHIN 8' OF EACH END 4 8• CM 18' O.C. MAX SPACING. J¢• DRYWALL 2X&m ❑ I'X4. OR IW' P.T. NAILER SECURE TO BLOCK W/Y- W CASING TAIRCONS (MR SHANK SIZE .145 MIN. HEAD SIZE 300 7TITA04 JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING.. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 WINDOW TO BLOCK +1-1 2' " SCALE: N.T.S. 2X4m SECURE TO BLOCK WV �6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8. OF EACH END t NOTE: STRUCTURAL 2X IVOr- MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURES U TO BLOCK W/2-%' NON-STRUCTRAL .%. TAPCON(MIN. SHANK SIZE J45 EMBEDMENT IY4 EMBED MIN. HEAD SIZE 300 CMtj EMENNTT INTO BLOCK MIN. EMBEDMENT I Y♦') WITHIN8' OF EACH END • ' DRYWALL IW Ojr- MAX SPACING. ❑ •X4. OR 17Q' P.T. NAILER 2XBtm SECURE TO BLOCK W/J-%, 7(�• 0.S9. X 4' MIN. TAPCONS (MIN. SWANK SIZE J45 DOOR CASING. MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN W OF EACH END t MANUFAGTUREB DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15 1¢" C WINDOW TO BLACK +i-15/ 8 N.T.S. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IW OTC. MAX SPACING. MUST 15E ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Yi (MR SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ye) W CNWU WITHIN 8. OF EACH END t K' DRYWALL 2 O):. MAX SPACING. XBm Q I'X4' OR I' X's' P.T. NAILER SECURE TO BLOCK W/1-yo' CASING TAPCONS (MIN. SHANK SIZE .145 WATTAC44 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I49 TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 1 4' WINDOW TO BLACK +2 1 4' " SCALE: N.T . 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Yi) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OTC. MAX SPACI'K.. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%,NON-STRUCTURAL %' TAPCONS TAPCON MIN. IY4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 1 Yi) • DRYWALL WITHIN 8. OF EACH END t 4' OR IW' P.T. NAILER 18' O:C. MAX SPACING. 2X8® r SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Yi ) DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 1W O.C. MAX SPACING. MANUFACTURES DETAILS. NO14 YM Y r®aD 10 /Wlt.Wf mo:aTr OC®Rl DOOR JAMB TO BLACK +3' WINDOW TO BLACK +3' E BGALE: N.T.S. 2X4m SECURE TO BLOCK WV V TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IV O.G. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK U4-ii' NON-STRUCTURAL ' TAPCONS(MK SHANK SIZE TAPCON MIN. IY4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN W OF EACH END t B. cm WING. OTC. MAX SPAC K' DRYWALL 2X&m ❑ PX4' OR IhQ' P.T. NAILER SECURE TO BLOCK W42-Y.' D 2X SECURE TO TAFCONS(MM. SHANK SIZE MEMBER /�%AldTLOUIATIL41N J45 8' OF EACH MIN. HEAD SIZE 300 D t 6' TO W O.G MAX MIN. EMBEDMENT I Y4) CASING WITHIN B• OF EACH END t DOOR JAMB OR WINDOW IV Or- MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F WBJDOW TO BLACK +8' SCALE. N.T.S. 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE I45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE It IV O.G. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL V. SECURE TO BLOCK WA-V4' TAPCON MIN. 1 Yi TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE -ACV • C„ W MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING. 'X4' OR 1'X2• P.T. NAILER 2X8mo SECURE TO BLOCK WA-1/4* 7(.' O.SUS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 30. MR EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. wR. w+r Nmm ro nuw.w mover oast': DOOR JAMB TO BLOCK +3-7/18" WINDOW TO BLACK +3-7/18" C' SCALE: N.T.S. 2X4m SECURE TO BLOCK WHi TAPCONS (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OP EACH END t NOTE: STRUCTURAL 2X 18' O.G. MAX SPACNG. MUST ISE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK WA-1/4' -STRUCTURAL V TAPCONS TAPCON MIN. 144- (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' C'IU WITHIN 8' OF EACH END t -' 14• DRYWALL IV O.G. MAX SPACING. ❑ IA OR I'X2' P.T. NAILER 2X8te2a SECURE TO BLOCK WA-1/4' • P.T. X 4• MR TAPC ONO CASING (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 rfMACH MR EMBEDMENT I Y4> JAMB OR WINDOW WITHIN 8' OF EACH END t TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' H WBUDOW TO BLACK +3 3/4" " SCALE: N.T.S. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX, 407-7744078 www.abdesfgngroup.eom AA +F. 000332E q W All U1I Susurv. & LAY SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 MODELA 4EAB "1672-ARIA" GARAGE SKIING: RIGHT PAGE: DETAILS 150 MPH EXP. B %, AND R NO a � A f RIN06/30 (20CALE: 1/4"=f-0"HE ET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON SMUCT. 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 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.4 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 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/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 20446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 17/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. CDMP. 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 FL 12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.34R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2027 FBCR 12/31/2020 FL 1S076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL %N.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 1Z/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'$" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU OCT. DOORS 8'-W EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 20/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCt W31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 1ZI31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FSCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/17/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngfoup.com AA #: 0003325 d ass 6 3UBDM de LOT: SILVERADO LOT #16 BLK #19 PROJ=CT# 04128.002-16191 MODELa 4EAB "1672- ARIA" GAP -ACM 8VfWG: RIGHT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. B Dw08/30/20 8CAL.E: 1/4"=l'-O" a*i==T D3 OLiCLD IaWai. R.A f. CPKAM . Pr. a L COSAM . Pr. C OLFOLD WAIO.FT.A 1 CREAM . Pr. S ;CLO If ® LFOLD NYIO. R.A L asAM. Pt.a L CRZAEK Fr.e 4 FOLD PT.0 04R I.T. a TLL Pr. C TCUC." 9107TOM PAHM 0 aorta FLAME wTRTtlNR MAL F". m tm Cur. i' TWM 9 COAT CM'NW PLAWER aRr+t w ] COAT C®lO PLANTER Taw URD LAYER 4. FORTFORM WNLDEI6 PAPER am,; URD LAYER % STUCCO ~nwA m ONLY) ® KICKOUT DETAIL ayY \ I a � \ I rtxm no* A." W AT sorrm FALL M6tliGTWM .pLom a HDT w WOOD SHEATHING OR CMU WR5 LAYER'S, STUCCO WRAP (FRAME ONLY) 9' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS F GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT 'n WALL SHEATHING) - CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. loolammol DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER ...... — — — IBUILDING; PAPER) METAL LATH x—x—x—x STUCCO SELF-AIDHE51VE FLASHING; — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-&4-1-m9, MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA @: 0003325 I J y ib Y it 64 C SVHDrv. a IAT•. SILVERA 10 LOT #16 BLK #19 PROJMT# 04128.002-16191 MODEEa 4EAB "1672-ARIA" OARAOE 811MC: RIGHT PAGZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B m M06/30/20/4-=1'-0"A1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-X-X-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-847-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDI'QUICKNG PAPER OVER FLASH' I— — — — PIPE THROUGH / WALL 1 6' SELF ADFESIVE- FLAS14M (INSTALL PER MANI.F. SPECS.) BUILDING PAPER — U,IDER 'QUICK FLASH' A VENT PENETRATION SCALE: N TA ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WIS LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEIN ENTERS BOX APPLY TO F EDGE MEMBRANE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC A' cm WOOD SHEATWRNG WRB LAYER 9, STUCCO WRAP WRB LAYER 7, FORTFIBER BUILDING PAPER METAL LATH -T/S' TENURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEI` B • 1- OG, MAX -V TO)p MID -WALL WEEP AGREED '-8' WDE STRIP SELF M ADFESIVE FLASHING, CLEAN MASONRY EEFORE APPLYING :.p r TEXT#ED FMISFI �:TAAONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER N, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 'I STEP #1 T 9 APPLY 6m MIN GRADE'D'FELT OVER ACE SELF -ADHERING FLASHING OVER ... APROVED HOUSEW AP STEP #3 B' STEP #2 WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING 1 �- WRB LAYER 12, FOW IP15ER BUILDING PAPER STEP #44 &METAL ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) LATH W!rj STEP 05� STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 wwwabdesigngroup.com AA /: 0003325 P h t I a E s BUDDIV. a EAT SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 MODEL' 4EAB "1672-ARIA" GARAGE SIIINO: RIGHT PAO14: WALL ASSEMBLY DETAILS %150 MPH EXP. B m AR FEMATIMI 06/30/20. 1/4"=1'-0" T q A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO T WOOD SHEATHINGS SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING m 1' O.G.) CMU %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD C BLOCK L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH: 407-774-6078 FAX 407-774-4078 www.abdeWgngroup.com AA #: 0003326 J 8 y J O � U14 1ttQJ�l1 R y t iib R0IZE l 8v8DIV. ac LOT SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 MODEL- 4EAB "1672- ARIA" GARAGE s71lMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MJH EXP. B 0 I PAAND a AeOUaK►� 1 AR NO 93723 / 195"3 'M 08/30/20 CALE: 1/4"=1'-0" WA \ 2x6 SU$-BANb W/1'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE P\ I` ' /8' TEXTURED I FINISH ® WOOD I �� 2x6 81.16 1/2' TEXTURED FINISH ® CMU / U METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) �\ `\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN A 1/8' TEXTURED FNISN • WOOD, V!' TEXTURED FINISH • CMU METAL LATH t ' WRB LAYER M, STUCCO UJRAP(FRAME ONLY) WRI3 LAYER 82, FORTIFIBER BUILDING PAPER _ ____-_ M (FRAME ONLY) ttU ROOFNG CEMENT DRIP EDGE `-METAL KICK OLLT © FLAN B —ROOF KICK OUT REMOVED \1 FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, i' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s GMU � 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 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 111/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND WM'x4' NOTCH 0 END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL ® WALL W/KICK- OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL t STICK -ROOF CEMENT s 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 g END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN &.VD. LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-774-4078 www.abdoMpgroup.com AA 8: 0003325 1 o BLJHDIV. do LOT: SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 MODEL 4EAB "1672-ARIA" GARAGE >SIFMC: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 30 08 awTE: DATI. 20 / / 8CALM 1/4"=l'-0" eHEET WA6 38'-8' EXTEND SLAB 1 112" 1 v a FM72X12 `- FM-12X18 1 4' CONC. SLAB CD m m I� A3 1/2' LLO w Q. Y F-24X24 ILL I I I r- FM-12X18 --- � I I .I I T° T P OF I 9 I SLAB 1" PVC CHASE °D FOR ELEC. 0 N u ISLAND t LL t4 Im ILL I I I o, o., I I z o I ^ EXTEND 4' PVC SLAB 1 1/2' ;.CHASE TE1— — — — — — 4'CONC. SLAB °� zo 17' 8' TOP OF SLAB I I T-6. XI N EXTEND O 2 FM-12X18 SLAB 1 1/2' w I r--- �� f-" m a 14 CO;' LL) I• • I I SLAB a ¢, I 3 1/2' W1 NI 6' 3'-4. 6' I I �� LL 2 7 yr FMC-12X78 MC- 4 4. I L— FM-12X18 1.1— J F11F,2X12 12X18 1_ 1.1 FM-12X78 — — — — — — rrfm 4'-4' LP'-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0', SEE SURVEY PLOT FOR NAVD. 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 112' 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. 11.13INDICATED #5 BAR, E31NDICATES #6 BAR, ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN INHE 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 (FOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 8X6 W 1.4XW 1.4 OVER GENERAL 3 1Y2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12X18 12' CONTINUOUS 18, - (2) #5's (.)a -a FMC-/2X18 12" CONTINUOUS 18• - (2 #Ss - VARIES F-24.24 24' 1. 12" (2) #5's (2) #5'6 )0'-4' FM-12X72 12• CONTINUOUS 12' - (2) #5's (-)0'-4' TE-1 8' SEE PLAN 8' - (1) #Ss - a-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a IB y ��II O bbt • 'a x U ly � g 9 0 twT` x SUBDIV. de LOT: SILVERADO LOT #16 BLK #19 PROJECTjp 04128.002-16191 MODELe 4EAB "1672-ARIA" GARAGE BVIING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B DATE: 06/30/20 8CAL.E: 1/4"=1'-0" FOUNDATION PLAN 8xaET SCALE: 1/4" = V-0' s l 30" MIN. EACH WAY MONOLITHIC FOOTING Z Z g •'� �. STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED �T v � — Q CELL SEE PLAN FOR SIZE AND a CE LL SEE PLAN FOR SIZE A� a} ¢¢ C SPACING REQUIREMENTS m SPACING REQUIREMENTS - ff 1a. :. •}�— zu�l GARAGE DOOR w U w ( RECESS m O a Q < v I FM a ¢ m - Z 8'CMU WALL O m 8' CMU WALL, 1 . CORNER BARS, SAME SIZE AS LARGER BAR �o w w e• O is - 2_ +- , "�. I ��I /1��� IN FOUNDATION WITH 30' LEG EACH "'lll W = TOP OF SLAB -d ',�' ' WAY A ALL CHANGES IN DIRECTIONS I _• % SO THAT THE STEEL REINF. IS CONTINUOUS N tUi) TOP OF SLAB LAB - _ . MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR " EXT. FOR SLAB • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4- CHAMFER (I -STORY) - - VARI S • SEE SLAB SCHEDULE TOP OF GARAGE I•I I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET 7;0. AT ELEV: W/ 1/2' ISOLATION .,, JOINT (WHERE • • 6- CHAMFER 18 M4 24' EXT. PORCH SLAG W/ 1/2' ISOLATION 4" CHAMFER p STORY) 6' CHAMFER (2-STORY) - > 01-01 APPLICABLE) Z � SEE SCHEDULE #5 JOINT (WHERE APPLICABLE) Z •� • EE SCHEDULE ! WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WXD, BAR SIZE � FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i� AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND 87 igv � EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3'4'=1'-0' n G Q GARAGE SCALE:314•=r-o• 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w J 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED 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 SPACING. SINGLE BTM. PLATE 1/2•xe' WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FLANGE 0 BASE 4 g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J ¢ 8', LINO PLATE EPDXY 5-1/2' EMBED. MIN. 0 16' OC SLAB W1 Od MASONRY c < Q FOLLOW ALL MANF. M SPH4 SPHB MAX. NAIL 16' O/C STAGGEAED. _ ¢ I SPECIFICATIONS FOR y Q USE AND 13 ANDSON BTM AND TOP PLATE LA ADDITIONAL METAL RS T SECURE FLANGE TO = m F- PREPARATION OF ANCHORS W/ x 1 1/2' REQUIRED WHEN NO REOU RED WHEN SLAB W/(4) 1/4' X 2 1/4' " 4" O HOLE. COMMON NAILS S V) UPLIFT IS PRESENT. TAPCONS w ¢ USLALL HOLES, DO NOT USE lOd w W J x 3' ¢ SEE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE m O} < ' � ¢ SQ + 04 - _ +. p.p• Q- P TOP OF SLAB . TOP F SLAB O- -�.- 4' CHAMFER (I-STORY) ° - 6' CHAMFER (2-STORY) .�� _ . "�.• EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATION WOOD WALL 8INTERIOR LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2X4 OR 20 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE Q 0. - PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO p BTM. PLATE TO BE FT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ Q w 16' O/C STAGGERED. m U ADDITIONAL METAL a CONNECTORS NOT m0 m REWIRED WHEN NO 8' CMU WALL UPLIFT IS PRESENT. M Z +- 0'-, POURED LINTEL CONT. (TYP.) ; - 8- CMU FILLED CELL (TYP.) -s•': 'Ie. TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' +- d-0' Z Z - + MINIMUM EMBEDMENT INTO TOP OF SLAB g __ 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND ° ' CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX •- • m --�-��� POURED MONOLITHICALLY WITH .• - - - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .!�'^'°�'y4� rT . /FOR WXD, BAR SITE FOR WxD, BAR SIZE ✓ AND BAR QUANTITY AND BAR QUANTITY (, COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO !� INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION O SCALE: 314"=V-0" 1 SCALE: 3/4'=V-0' (NO UPLIFT) Ii N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA#: 0003326 a'i Y O Q SUDDIV. de LOT. S ILVERADO LOT #16 BLK #19 PROJECT* 04128.002-16191 MODEL 4EAB "1672- ARIA" GARAGE OWD90: RIGHT PAGE: DETAILS 150 MPH EXP. B Ntj/30/20 "=1 —0"A DOWEL PLAN SCALE: 1/4' = V-0' s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774.4078 u ww.abdesigngroup.com AA #: 0003325 ' ld J Y Fe a 5 4A ju 10 ffitMDIV. & LOT SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 UODEIc 4EAB "1672- ARIA" GARAGE 81IING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B L PRINT DATE: 06/30/20 SCALE: 1/4"=1'-0" SiIEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM L VARIES PER CLEAN OUT REQUIRED FOR INSPECTION TIETVERTICAL REBAR TO HORIZONTAL _e.:. REBAR W/ 10' HOOK �,,''��77II��'' BAR SIZE 48 BAR DIA. Z W #3 18. g O #4 24' m U #5 30' 06 36' #7 42' HORIZONTAUVERTICAL 0 REINFORCING SCALE: 3/4'=1'-0' EXT. PORCH SLAB W/ 1/2' ISOLATION JOINT(=ERE APPLICABLE) 6' PVC CHASE- THRU FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Q m W zi ¢O 100 Z 8' CMU WALL -SEE SLAB SCHEDULE 4' CHAMFER (1_STORY) 6' CHAMFER (2-STORY) f Z MATCH STEEL i REINFORCEMENT iN PER SCHEDULE. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE , THRU FOOTING SCALE: &4'=1'-0' Z,- BAR SIZE 48 BAR DIA. #3 18, n #4 24' #5 1. #6 1. #7 42' REINFORCEMENT PER SCHEDULE JG #5 BARS m1 .. 8' .. a CMU UNIT DIMENSIONS ARE NOMINAL SIZES von MASONRY SYMBOLS 3 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngfoup.com AA #: 0003325 R q � � P Y 4'filly 9TJBDXV ae LOM SILVERADO LOT #16 BLK #19 P1tOJECT## 04128.002-16191 MOD=- 4EAB "1672- ARIA" GARAGE 911FING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od 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 H70A OR LGT2 W/ 1 Od x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177' ° 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-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK Sl7ESIlm PT1� REMARK Q (2) 2X8 BEAM SCHEDULE RRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fe ��, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bxe (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS Gu6.G4rw 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °1J0 74' (42') PRECAST 2231 W-T (469 PRECAST 1968 4d (541 PRECAST 15" S4' (649 PRECAST 1217 5-10' (Tn PRECAST 1082 94' (TC) PRECAST ON T4' (SO') PRECAST 743 V4' (IM PRECAST 554 10.4' (128) PRECAST 475 11'4- (136') PRECAST 362 17-V (144-) PRECAST S37 174- (180`1 PRECAST 208 IN-V (16n PRECAST 278 14'4' (176') PREFTRESSED N.R. 154- (104') PRESTRESM N.R. 1rI' Mn PRESTRESSED N.R. 17-C RM PRESTRESSED NA 21'44 Mn PRESTRESSED NR 2Z-V MCI PRE RR W-Cr PRE m�1m��1-0 O�m0000 O�mOmO� Om0000m OmmOm Om 0m0000 E mc�m�r.!oo 000�m�av m®00000 0®Om0�0 �m00000 0�m0�00 ommo�ir-Q� ODmm�mO oomm�o0 000moov mmmmm00 ©omom�ao ©�mOm�O ��m�m00 Dm�mmO O mOmmmm® 0�00�0� 0mmmmmm mmmmmmm 00�0�00 mOmOmmm "��"®M= mmmOmmO �0000�� R84) N.R - igo a» F 44# 1 054 1 4M I NR 1 1772 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TASTES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS r SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-UNTELS SAFELOAD FLOAD I SAFE LOAD - POUNDS PER LINEAR FOOT 74' M PRECAST 1025 1024 ISMS 74' (4n PRECAST 4.4' (48') PRECAST m 783 1309 4'-0' (48') PRECAST W4r 04-) PRECAST SIM 591 1073 4.4' (54D PRECAST Ste' 04') PRECAST 411 411 745 SW W-) PRECAST S-iP (10') PRECAST 340 33S 816 5-10' M PRECAST 74' (M PRECAST 507 721 4W S4' Vn PRECAST r4' (909 PRECAST 424 534 363 r4r (9P') PRECAST P4- (112') PRECAST 326 512 230 V-4 (11r) PRECAST 104' (128) PRECAST 284 401 18D 10.4' (126) PRECAST 114' (136') PRECAST 200 452 154 114' (13S) PRECAST 174M (144) PRECAST 244 402 137 IZ4Y (144') PRECAST 174' (180') PRECAST 217 324 110 17-C (150) PRECAST 144r (168) PRECAST 2D5 293 110) W4r (18IT) PRECAST 144' (178) PRESTREM NA 264 91 14'4' (178') PRESIRIMM 164- (184') PRESTRIMED MR 250 83 19W (184-) PRESTRESSED irk' On PREBTRIMED N.R. 194 84 1r-C Mn PRFSIRFMED 19'-4' R329 PREST NA 1" 52 19-C R32i PREERF58ED 21'-C On PRESTRESSED N.R. 125 42 1 214- (288D PRF$TPMED 27d (264) PRESTRESSOD MR 116 40 2741` R84') PRESIRFSSED 24'4" Mn PRE'87REMED RR M 33 24'4r Mn PRE (#) 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 MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 i 1 1 ♦ 1 ♦ to ♦♦ o to ♦ o Im ♦♦ 1 m ♦_ m UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8', UNO. I � —J 1 '%♦ 8F8- 1 ♦ 1T/OM4 LIFT BEAM PLAN SCALE: 114' = 1'-W 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA 8: 0003326 �y 0 av>galy ae LOT: SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 MODEL i 4EAB "1672- ARIA" GARAGE SWING: RIGHT PACE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 8 i SCALE: 1/4"=1.-0- 1 S2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10' HOOK TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'XB• 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. B+ 3. PLACE MASONRY UNITS AS REWIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �OF REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 J \Y TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'xt6' o CWR ELOFBONDBEAMBSOMITTEDANDAILDINTE ISAPLNCED.THESOTEOM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 #5 / TOP OF THE LINTEL. �" g pYAS� �\ P'�O 6. UN0 COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS'DEEP. ND TOP OF BxEAM W/ (B #5 BARU BOND BEAM '\Q� a EACH COURSE 8x8 BOND BEAM T • �OQ�G�\ W/(1)#S BARF = FILLED W/ GR.30" I .\\\ UNFILLED GROUT SOLID FROM OF OPENING NOMILINTEL TO TOP OF BONWIDTH /#OF #5'S, IN 2ND BONDBEAM,IF FILLED LINTEL#5 BEAM OQURSESEE NOTE5 T/1 M/OB B�PRE-CAST CONCRELINTEL W/ (1) s BAR(L2LENGTH OF BAR - WIDTMASONRY Q' HEIGHT # OF WS, TOPCORNER 9 OPENING -2'IT IS THIS ENGINEEfl'9 #YTENT BOND BEAMCWRSE ORBEAM DESIGNATION THATXFXX-tT/iMroBINOIGATESADDUBLE BOND BEAM #OF #55, BOTTOM 8x8 PRE CAST CONCREAND XFXX- 1TAMmB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) IT IS THIS ENGINEER'S INTENT ANDXU1IX - 1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATK) UNTEL OF OPENING AND XUX( -1TPoMNB INDICATES ASINGLE BOND BEAM ABOVE UNRLLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE.300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' 96 BAR BENT AS SHOWN EMBEDMENT 2z6 2 X 3) 2-3/16 TAPCON (MIN OR DRIVE PIN (MIN SHANK PRECAST"a 1 M' SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4') 8- 70, 'LID SILL FROM EACH END AND 18' a SLOPE O.C. MAX. MIN 4' o m EMBEDMENT 2z8 (MIN2X 3, 2. S OPEN FACE SHELL SO - TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1e' FROM EACH END AND SECURE TO BREATHING WI /7116"OSS BOND BEAM EACH CELL HOOKED IN 8' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END VCMU TOP BOND BEAM W/ EMBEDMENT EMBEDMENT STANDARDACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 w 4 G `� SCALE: 3l4'=1'-0' SCALE: 3/4'=1'-0' BCALE:11/2'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I I SINGLE #5 CORNER 4 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BONG. BEAM SxB CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH S IDE p SEE PLAN. I) / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE '1 ' LINTEL. CHANGE IN //�fU1y ELEVATION OF BOND BEAM 7 SCALE: 3/4'=V-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA R: 0003325 Q sz b C BL lmm ae L.OT SILVERADO LOT #16 BLK #19 PitOJECT# 04128.002-16191 MODEL• 4EAB "1672—ARIA" OARAOE 81IINO: RIGHT PAGE: DETAILS 150 MPH EXP. B DRINT A 06/30/20 9CAL.E: 1/4"=1'-0" SKEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9)10d x 1 IZ HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE UNTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 718' LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS $ SECURE TO BM. W/ SIMPSON LTA2 USED TO ' 3 a BRACE TOP OF WALL. CJi CJ3 CJ5 1A 1 (3 (] U HN ■N N N Y a EJ7 7A9.G OF -- -y -.-- . --�:�4 (( B ■w pN1 ATACH14'-0' I-MIG 2x SCAB TOTRUSS W/ 10d NAILS Q 6'O.C. N N N (4- FROM EA. END) GT :ate=..ass........ . 7 ........... . y,A .._ .`Q . .ate.= PRE-tED s ............ s ...aria .. ROOF Q s=.ems=_ss�ss:=_msss=s ul.....ems.......az� O_ _ ¢'s�s�s=cs=a:a�.n==.a� _ to s ss==ss�ssss==sc=ssss=s�sss>== A2 C I ...===z==sss=== A4 A5 \GT 6 1A7 V4 ABG :�:�. a r A o . �.�.�. (p� ryq tlg pry __=__ 1A 1 — N - 1A EJ7 y y — — t_ 2 8 7 w t7 1 1 O Q FRAMING PLAN SCALE: 1/4' = V-0' �� NEW= 1A .1 CJ5 CJ3 CJ1 01 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774.4078 wvAv.aOdeslgngroup.com AA 8: 0003325 a 13 Zl 13. Ra 4 F ��as9lb O SVHDm a Lo T4 SILVERADO LOT #16 BLK #19 PROJECT1p 04128.002-16191 MODEL' 4EAB "1672-ARIA" GARAGE SIWMC;: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B A{I) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 ? NAILS TO TRUSS 8-(2) SIMPSON HETA76 TRUSS ANCHOR WITH (12) 16d x 1 ? NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 4 1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 } NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 7 NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/N/ALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP 92 2' x 4', 6', 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ENGINEERED WOOD TRU 0 24. O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (i) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 ? NAILS TO GIRDER. PROVIDES* MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP A2 2' x 4', 6', W x 4'-W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. k—A-(1) SIMPSON LGT3-SO82.5 GIRDER TIEDOWN WITH (4) t x 5' TITEN HD TO CMU AND (12) SOS }' x 2 k TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) e x W TITEN HD TO CMU AND (18) SDS }' x 1x2, 2x WOOD FASCIA 3' TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 18d (2) ? x 5'TITEN HD TO CMU AND (18) SDS }' x 3' GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12. O/C SEE SCHEDULE SOLID, e' EACH WAY OF BOLTS t 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL d 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) 0 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2' COVER 6 2' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) E:3 2a 2b 2c LE:$4=, 3 SCALE: 3/4'=/'-W GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0- TO 30'-0- (1)')' BRACE SEAMS) W-1' TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE 0 CENTER TO BLK W/ irz' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8' SEE ARCHITECTURAL MIN. EMOED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10dk 0 EACH TRUSS TO BE INSTALLED 0 O.C. MAX. OUTER 1/3 OF SPAN ONLY PLATE DEPTH 1/4'D —HOLE EDGE>5/8' —HOLE DIAMETER a 215'0 SGL. STUD HOLE EDGE >5/8' I ;T ol HOLE DIAMETER � 3/6'D DBL. STUD STUD NOTCHING �1 AND BORING LIMITS 0 SCALE: 1 1/2'=1'-0' SEE SCHEDULE FOR BOND BEAM REO. BLOCK WALL W/ GABLE END PRE-ENUD TRUSS SCALE:3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (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 H1OA 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. „ ALTERNATE MATERIALS r r SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com S: 0003325 � aS J • U SY m 0 o � ounDiv. ac L/oT SILVERADO LOT #16 BLK #19 PRon=T# 04128.002-16191 MODEL& 4EAB "1672-ARIA" GAF,AGZ 8TnNO: RIGHT PAGE: DETAILS 150 MPH EXP. B L� • < 4:c1 DATE: 06/30/20 sCAL.E: 1/4"=1'-0" ISHEET S3.1A PRE-ENG GABLE TRUSS �- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-O' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24.O.C. MAX FOR STRAPPING O VERIFY SECURE 2x6 PT. PLATE TO BLK - W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' GC MAX SECURE GABLE TO 2X6 P.T. PLATE W/ 12cr. e' O.C. MAX CONC.POURED LINTEL COURSE CONT. Zx4 SECURED W/ (2) 10ds 0 EACH TRUSS TO BE INSTALLED 0 1 U-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL a SCALE: 3/4'=1'-O' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774d078 www.abdesigngmup.eom L AA k: 0003325 j3 13 p Q � ' C SVHDIV. de M71*1 SILVERADO LOT #16 BLK #19 I-RoJECT# 04128.002-16191 MODRU 4EAB "1672- ARIA" GARAGE OWWO: RIGHT PAGE: DETAILS 150 MPH EXP. B (2) 2X4 No.2 SYP DIAG. —� BRACE W/ (3) 12d 0 EA. TRUSS (DIAG. BRACE TO COVER S TRUSSES) 0'-0- TO 30'-0- (1)'X' BRACE 30'-1-TO W-0 (3)'X' BRACE (1)'X' BRACE O CENTER (2)'X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x SU&BAND PRE-ENG GABLE TRUSS - STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) - 2X6 OUTLOOKER 0 24' O.C. SECURED W/ SIMPSON H10A PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' \\ SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3) 16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24' O/C, 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 GABLE END PRE TRUSS PRE-ENGINEERED 1 W/ HIP RETURN s°"`E:y4'=''-0 %� VALLEY TRUSS CONNECTION i"I N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774.4078 ww .abdesigngroupxom L AA is 0003325 h -j J • 111jQJ]l1 1(�WQj�l1 1I1jQ�j� StMDIV. & LOT. SILVERADO LOT #16 BLK #19 PROJECT* 04128.002-16191 MODEL' 4EAB "1672-ARIA" GARAGE 3WMG: RIGHT PAGE: DETAILS 150 MPH EXP. B i A I OxftE-ENp HW HOOF x A ROOF WIND DESIGN PRESSURES NrT(GROSSASCE 7-10 ZONE 1 ) :8.97 PSF (IS S7) ZONE 2 =17.98 PSF (27.98) ZONES = 33.53 PSF (43.53) 'A'= 4'-O' 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 12' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT "'0' C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4. O.G. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK Ed RING SHANK, 21/2' 0.120' 170,OOD RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 112' 0.120, PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12' CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. e 0) J Z W Z � ED w Ya QU N Z D m Sd RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES I< I ........- V TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES O EACH ENDRAFTER. TRU BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Ced RING SHANK GUN NAILS 0 12' O.C. IN FIELD oI Sd x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O,j FIELD 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. APPUCABLE BUILDING CODE STANDARDS: FBC-R 2017, 601 EDITION ACI 318-14, BUILDING CODE REQLNREMENTS FOR STRUCTURAL CONCRETE, ACI 630-/3/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD0.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 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO RANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD nar4000m t 10 psi BTM CHORD-nmconcurrenl DEAD LOAD DEAD LOAD /5 Pat TOP CHORD 20 psf TOP CHORD (7 pet w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BIM CHORD DEAD LOAD TO RESIST WIND UPUFT: 10psf BALCONY LIVE LOAD 60 p.1 STAIRS LIVE LOAD 40 p.1 WIND. DEAD LOAD SPEED =150 MPH3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE T3 RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psF, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 61)pf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psi, STAIRS: 4OW SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPUANCE 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 (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. 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 ENGINEERS FEQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5 - STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SIMMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE RACEM:NT CONCRETE SLUMP SHALL NOT EXCEED S.F PRDRTO THE ADDITION OFPLASTICIZER CONCRETE SWLU. COMPLYWITH ALL THE REOMREMENTS OF ACI 301 AND ASTM C44OR MEASURING, NIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TINE -STAMPED WHEN CONCRETE IS BATCHED. THE MVQMJMTINE ALLOVED FROM WHEN WATER IS ADDED TO THE MIX UNIX IT IS DEPORTED IN ITS FINAL POSITION SHALL. NOT EXCEED90 MNU(ES. IF FOR ANY REASON THERE S A DELAY N SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PEMAN@RLYEXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH AMAORWEATHER 1-/2'FOR#5ANDSMALLER ZFOR MB AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-17PPoR BEAM AND COLUMN PRIMARY RENFORCEIINT, TIES, STIRRUPS ALL AGGREGATE USED N CONCRETE SHALLCONFORMTO ASIMC33. MANMIMAGGREGATE SIZE SHALL BEW. PROVIDER%AIR ENTRAINED CONCRETE E TWEDTO EARTH OR HEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMERED 314', PROVIDE 64AL CONRMAIUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUBSOWAROUN1 WHERE INDICATED ON DRAYHNGS SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE FORMWORK: FORMWORK 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. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL FUNS AS TREY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WERE MESH, SHALL BE ASTM AISS, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-0- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. 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 REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 28 NB BAR - 36" A5 BAR - 30' N7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND SEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS BH CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI Ii300 ASCE SITNIS 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 =15M 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 38' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' TACK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLD WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ka. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 W . 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. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1 WO 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 NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 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 W OF HEARTWOOD. MINIMUM NAIUNG PER FBCR 2017, S81 EDITION. SEE NAIUNG SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 21 STRUCTURAL LUMBER SYP If2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTIOM, AND 'TPVWTCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEATING DETERMINATIONS, FEASIBILITY A ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 xPPUcaTroH w� TYPE svacaxl rYPE sPADxxl f�MNYt4 IxRAVDTD tMt CASE wwDEAkn mIL GMNDE DCOfieUCl( AilSO11R �FA�9rENER Y ¢ENBED.,YEND d3r.. NlRYI-C. HM111¢101q. To- g� R'EDOEDIST. sm. K.Exr. DODRs fa T,9EE HpTEe cB.sE HAROEr<D Dox e•o,c STAODERED wxxwwmoowPxsTENEo IMON MMVY,f.ONC. DnRAse DDOR eucx TONASpAiY,CONC. ¢Dls.w tW/.9HERI E�'WS�ET YB• .•EARED.,.•END osr.. 3'EDOE DIET. wlNDow lxxx DAeEHAPDENEo DDs B•D.c wWoow,000P F.srENEo "ETusm.Pro CONTACT THIS ENGINEER FOR SPACING t.Iv, 9EE naTEe t¢LOND. s1Acx1E8Eo wrD wti RvrcaNc. ruscNRricaxc. REQUIREMENTS WwD DOOR pl3HBgk NO WIENER 'TIPCIXI' te•GC tt¢EYBED, B'ENp. ORT.,1 t¢EDf£DIRT. NOKBEWiWO WOED WNy TOCONC. SLeB ¢- E]mBNBI1N z. O.0 .'EARED BEND /WpBIRR BOLT OPT., B'EIX3E DUST. �� BB"Wei�Po' O.0 END. DIBT.,t t¢ Pi TO STEEL C0.., eEE IGOERED � EO(i q6f. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmigngmup.com AA 11: 0003325 Y U b � O • W � 1py as t a � 4VT a Y O IC Q Q C C mm BUHDIV. ae TAT•. ON SILVERADO LOT #16 BLK #19 PROJECT# 04128.002-16191 1[ODEL• 4EAB "1672- ARIAfe GARAGE 81rMG: RIGHT PAGE: DETAILS It 150 MPH EXP. B m A. A NO PRINT IN Oo DATM*30/20 8CA M 11 S>I�s'N1 4. • F