Loading...
HomeMy WebLinkAbout35949 Morse Willow Ct99 2558-IJAWTHORNE99 FOR: B R HORI[ON • / • 12602 TELECOM [DRIVE, TAMPA, FL 33637 TeIT (813) 740-9720 Fax: (813) 740-9715 ALL WORK HAILL C= 'WITHPf2EVA1Li 1C CODES FLOR10ASUI11)U G NATIONAL ELF-C TRIC f.=E, ;AND THE is l ry OF 'ZI:OHYRHILLS QRDINANOE REVIE.\N pRT�' or- ,tv11Nei pL,m4 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 -FLOKM BUDDING CODE, RMZMUII, rIx EDT1ioN (aazo) - AIL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -coxsrRucrlON TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE ADC AIR ADJUSTABLE AD7. ADJUSTABLE ALT. ALTERNATE BD. BOARD GE CL CENTER CAB. CABLING CLG. CEILING CLR. CLEAR CONC CONCRETE Cpr. CARPET C.T. CERAMIC PILE D. DRYER DBL. DOUBLE D O. DUAL GLAZED DIA. DIAMETER DU4 DIMENSION DISP. DISPOSAL DP. DEEP Ds. DDOwnsn�ur DTI. D D.W. DISHWASHER EA. EACH EQATON E EQUAL EXH. EXHAUST EXTERIOR F.GIFX. FDGiD GLASS F.O. FUEL GAS FIN. FnvISH FLU FLOOR FIR. FLUORESCENT FR. DR. FRENCH DOOR FRI FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL o.Pa. GIHTOERRUFYER 7CI CUT GL. GLASS GYP. 13D GYPSUM BOARD H.B. HOSE BIB H.C. 14OLLOWCORE HDR. HEADER HGT.ORHT HEIGHT INSUL. INSULATION INT. INTERIOR LAY. LAVATORY MC, LUMINOUS M.C. MEDICINE CABINET MFR. MAN[IFACTURM NUNIMUM MM.T. METAL THRESHOLD MID METAL MTS METAL N.TS. NOT TO SCALE O.c. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONE PLT. PLATE PLYWD PLYWOOD PR. PAIR P.T PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURN AIRGRU.L REP REFRIGERATOR RC. ROUGH OPENING S.C. SOLID H CORE IN DR S. D. SMOKE DETECTOR T. SINGLE SM. H NOROLAND SHT IG SHEATHINGEXT. SHWR. SHOWER SIM. SIMILAR SL. SLIDING SL. GL. SLIDING GLASS STD, STANDARD SWS SHEAR WALL SECTION TEAK. TEMPEREDGLASS THK. THICK T.O C. TOP OF CURB I OR TOP OF T.O.S. TOP OF SLAB TYR TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASTER w/ WITH WD WOOD Ww. WATER W.I. WROUGHT IRON DATE DESCRLPTTON 06/85/19 ADDED 100-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/26/19 ADDED STONE CAP NOTE TO FRONT ELEVATION PG CI -COVER SHEET PG AI -GENERAL NOTES PG Al -FLOOR PLAN pC A2H-ELEVATION -H- FRONT k REAR p� H_ef�AL LANLEFr & RIGHT P P PG I- LUMHING PIJ PG MI- CHANICAL PLAN PG -DETAILS PG DI2-DETM PG D3-PRODUCT APPROVAL LISTING Y DETAIL9 PG WV -WALL ASSY DETAILS G WA: WALL Y DETAILS PG WAI-WALL A33h"ILLY PG WA4-WALL Y DETADS PG WAI WALL DETAIL PC WAB-WALL AS P]dBLY D AILS 07/20/19 ADDED OPTIONAL PENDENT LIGHTIrc AT EITCHEN 10/30/19 UPDATED LED DETAIL PER D.R.HORTON lo/SO/t2 UPDATED LED DETAIL RUBBl89 PER D.R.RORTON 01/20/20 ADDED SDIPSON CONNECTORS LLO. USP 11/18/20 MADE REDLINE CHANGES FROM ENO. FOR 2020 CODE CHANGE 11/19/20 VATTING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/08/21 REPATHED XREFS FOR THE 2000 FRC 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 c� L+rn CAM'S S P 1. CIfLAi.�O Q LIVING Z,S31 80. FT. GARArsE bn SA. FT. CCOTVERED LANAI 200 $a FT. TOTAL 3,405 SOL FT. STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SI.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN PG S2.IB-DETAILS PG SS -DETAILS PG SS -FRAMING PLAN LNG PG S3.IA-DETAILS PG S3.IB-DETAILS PG 3D1-3OEFF�DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'R HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A III C N IT L C T 8 Grou i In 41 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a 4 SUBDIV. ae LJOT: SILVERADO LOT# 8 BLK 16 PROJZCT* 03719.001-08161 MoDEIA "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: COVER SHEET 15 H GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES 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 SEC11ON 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH % 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' 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-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-106319a & 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 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S 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. EXTERKNTSOFFRS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A E C N IT E C T S 5 G De In 41 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 y 0 StmDly. & LOT SILVERADO LOT# 8 HLK 16 PROJECT# 03719.001-08161 MODEL' "2558-HAIYTHORNE" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 150 MPHNE/13 J i SCALE: 1/4"=1"-0" S GN F—A ■ B NY T I- r =— rr---- —i b r---------------I I 0 I I I w1.c m I II 9,4,CLG 9 4C1 o ® 2' STEEL PIPE BOLLARD 9 0 1 9 v O I BEDROOM BATH1 a Ri ° PRE- � X I v I 1 I isµ I I 9'-4 CLG BEDROOM 2 PLUMB LT e I TRAY CLG. .0 9'-41 CLG. _s I TO10'-m, I I I I q_6' • I I '_8• I'-101lt' r--I 0LL.A W.O. r - - e BARREL CLG. FROMB'-4'a01 Uw7l 3-CAR GARAGE 9'4'CAA I L-- -------------� TO 8'-e' l C2 I 3 I I I s m w1.c. I W1,C. �---I----1 i I I 2 p B X 0 9 lei - 2. - - I 9 I _ 1 e I s I - 0 5'-2' 3'-6' 0' b'-0' 4'-8' 4'-8' ii I Di 3 84'-8' 21'-8' I BARREL CLG. I FROM 8'-4' iiii i I TO_; LAUNDRY o j a I GMT ROOM T-4' C A I �n L 0 18 4Y� 2 i 9'-4' CLG. a ® 26'-10' 2'-8'-8'y,- i r 4 9 1 ro I I I m I 2'-4' -8A 13'-4• 6'' 81_9. 4_6 8, 6. ' S'_2• ,-4. 3' 6.1- ,_8. I 6'_4. r 35-SH I 1 I A S AI c — '^ N I FLAT HDR _0 • 8 -0' FLAT •: 6 2 Eir:l I APP. m ;,� HDR I S.-0. a �+ 2'-a' r l r BEDROOM 4 I I ® BEDROOM 3 rrM I 91.4, CLG. ti'A BATqH `� V-4' CLG. 9 I I 2 RANGE PAN. I o TUB/, "v l I FLOOR PLAN SCALE, I/4' . P-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DIMEN81CN8 ARE FROM FACE OF T %' BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. • ALL INTERIOR WALL& ARE 3 Jf UNO. - DRYER VENTED THROUGH ROOF IVTR). NOT SCREENED. - AIR COMPRESSOR SET ON 44"A44' POURED CON- PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUILDING NOTES. _ ALL HABITABLE ROOMS TO HAVE AMC FAULT CIRCUIT Nmpwmp R. - ALL FULL HEW44T BLOCK WALLS BETWEEN FILLED DELLS WITHOUT OPENNGS ARE "AM WALLS. RADIUS CORNERS, SEE PLAN BRACKET A BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL VX6'X35-1/4' LOW WALL 21X6' STUDS • 16, O.G. W/ 1/2' DRYWALL SQ.FT. CAM'S LIVING 2.531 SQ. FT. GARAGE 611 r FT. OVEERED LANAI 2RY 00Q. SFAT. TOTAL 3,405 SQ. FT. EXTERIOR MASONRY WALL BRG. WEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2'SMARE LATICRETE BY HYDRO BAN. R.O. SHALL BE 14.5' x 14.5'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UND. &OO MFOAIiEaFO dCWBDM GOM 0!B/IGa I!Iam = 10M41MDO14 R51MIB NDTIIE POOTME MIN. WNDOW 9 5 24.3/-32b CRITERIA EXTERIOR SWNG 24 5 22.9/-29b DR MIN CRITERIA SOD. MIN. 96 5 20.1/-25A CRITERIA W10 0)4D. 56 5 21b/-21.1 16010 O.H.D. 112 5 20b/-24.9 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN NODWIIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. olmaggLun- SHIM AND SECURE COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT JBAR REINFORCING KITCHEN C Q 4 BRACKETS AS BASE - 3NECESSARY. CABINET x TYP. CABINET SECTION A SCALE, NTS 6 G esO..a. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 _ J 04 a r4 a 8VBDIV. ae IAT SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 MODEL' 2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: FLOOR PLAN L^ MP E aCALM: 1/4"=1'-0" BHEET Al 20'-2' SLOG. HGT— 12 _ 5 RAISED STUCCO BAND (TYP) 9'-4' BR'a. HGT., _ ---_-_-- IS'XT2' DECO ®® SHUTTERS I ou ( ) FOAM GAP d I 1 01:17=1700 �^ I 1 ❑❑ -1 I I I 0'-0' FIN, FLR I _ I I G D - - - - - STONE VENEER J� 2 FRONT ELEVATION-B SCALE. 1/4' • 1'-& TEXTURED FINISH STONE VENEER TO 15E INSTALLED PER MANUFACTURERS SPECIFICATIONS 5 OFF -RIDGE OFF -RIDGE VENT VENT �B REAR ELEVATION-B SCALE: 1/4' • 1'-0' TEXTURED FINISH AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 — 12.25 VENTILATION AREA XSQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OF VENTS REQUIRED = 7.66748 TOTAL# OF VENTS PROVIDED = 8 SQ. IN PERLINEALFOOT SOFFITVENTILATION AREA = 11.736 = 881.76 /11.736 TOTAL LINEAL FTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 5HINGLE ROOF -W-4' BIG. I-*T I.-0. RAISED STUCCO BAND (TYP) /--FOAM GAP I 9'-4' BRG. HGT. -----------------------�\ I I I 5' RAISED SIDE STUCCO BAND . LITE (TYP) I I I I I I � I I � I I I I I I I I I I I I I I I I I I I ENTRY DETAIL A SCALE:1/2' I'-C' all 6;1, I �1 D DTL. (�)�A�� ' •1'-0' BAND DTL. D SCALE: 1/2' • I'-0' BAND DTL. C SCALE: 1/1' . I,_0i/1' • I'-0' BAND DTL. E SCALE. I/2, • I' A R C N I T E C T i Gam l 11n Al N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774,4078 www.abdosigngroup.com AA #: 0003325 ti 8 4 Ovsarv. aI.oT: SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEL: "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: FRONT & REAR ELEVATION B,: 1 PH FA A R C N I T I C T i OFF -RIDGE VENT LEFT ELEVATION-B SCALE. 1/4' . 1'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 5 / -RI--RIME OFF -RIDGE VENT OFF -RIDGE FOAM CAP STONE VENEER I� 5 OFF -RIDGE VENT 9'-4' BRG. HGT. 9'-4' BRG. HGT. 1'-0' FOAM CAP adEl E:1 m. F 0'-0' IN. FLR 0'-0' N. FLR .lk -----------'---------------- — — — — — — — — — .8' G STONE VENEER RIGHT ELEVATION-B SCALE: 1/4' • P-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS G De In 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA k: 0003325 �i sr°a 0 a F aysaly. ae LAT: SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 MODEL. "2558-HAWTHORNE' GARAGE OWING: RIGHT PAGE: LEFT & RIGHT ELEVATION „ B" 150 PH ELECTRICAL LEGEND BYM. DESCRIPTION .li SWITCH r�" LANDARD Y SWITCH .�'. Y SWITCH y� ER SWITCH b BUTTON -e INGLE RECEPTACLE (125v/20-AMP INGLE POLE) IVV DUPLEX RECEPTACLE IVV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTEWTAMPER RESISTANT TYPE) IIVV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT NTERUPTER) IVV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) (4 WIRE CTOR) 4TECEPTACLE EDI'lATED RECEPTACLMOUNTED LIGHT G MOUNTED LIGHT LOOD LIGHT ALL SCONCE PRE -WIRE in"TIC T PAN WITH LIGHT (i CFM PER so. FT.) IS LIGHT FIXTURE �ocn ULB LIGHT FIXTURE &9G&99ULB LIGHT FIXTURE TRACK LIGHTING LIGHT WITH PULL CHAIN DER CABINET LIGHT ® 'x4- FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) OIRECESS LIGHT • CESS LIGHT (VAPOR PROOF) ILMG MOUNTED LIGHT WITH J-BOX OPT. FAN FQ -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) (LING MOUNTED FAN B T FAN CI CFM PER SO. FT.) JACK H'0 OKE DETECTOR (WALL MOUNTED) 0 OKE DETECTOR (CEILING MOUNTED) LTV] JACK --E PORT 7—LOCATION Or TV JACKS c PHONE OUTS T TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 $ 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBGR lfh EDITION C2020Z NEC 210.12 201T • 21AMMPP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR Ith EDITION C2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR'iW ED • ALL TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 'iTN ED (2020). • ALL LAMPS 8NALL GE SELECTED 4 RIUILDER ---------------- i WLC. I I I I I PIE -WIRED I CLG.FAN I I `r� BEDROOM \ I I � L- — — — — — — — — — — — — - -TRT-f� Rl P91 1 w CLAN ED VP W I t ° L BATH2 I I 1 GFI / L PRE -WILD Q CLG.FAN \ BATH 1 BEDROOM 2 1 rm GFI w1c_ LT p �STOR I LJ A ®S/CO dlCO _I 0. II I PRE -WIRED GREAT ROOM CLG.FAN PRE -WILD'% \ CLG.FAN \ I I WP GFI `\ 1 I I I 1112, Ct GFI CAFE mm PAN I I I I � I I LED LIGHTING LED LIGHTING LED LIGHTING DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. BATH I BATH 2 BATH 3 LAUNDRY 4C9, i \I METER FIELD VERIFY FOR 0 IRRIGATION El TIMER 0 GPI C G. I. OUTLET 44'AFF. I 3-M I I GARAGE ' I I L - � LIGHT GPI. 44'AFF. SWITCH IN ATTIC GFI CLG. OUTLET GFI• 44'AFF. i _--P.B.FOR"�- CHIMES �- 1E Ell _ I ' FOYER _ Q II I II I LLR° I IMEs I BEDROOM L I I PRE -WIRED CLG.FAN BATH p I I PRE -WILD CLG.FAN I I I BEDROOM 3 PRE -WIRED FOR COACH \ LIGHT PRE -WIRED COACH FOR LKsHT I I � I' I II I' II I li II I I' liI II I II I I i F'RE-WIRED FOR I COACH LIGHT ELECTRICAL PLAN SCALE= 1/4' • P-0' (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNAN 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, COMEINATION SERVICE 200 AMP 120440 VOLT A ELECTRICAL MATERIALS AND INSTALLATIONS DISCONNECT I PHASE SHALL COMPLY INTH ELECTRICAL PROVISIONS OF M SWITCH AND MLO THE re[9e TTI.I LDITION (202m1 LOCAL CODES, AND ELECTRIC PANEL ALL LOCAL POUER COMPANY REQUIREMENTS. METER IN NEMA D. ALL CONDUCTORS SHALL DE TYPE THNNlrHm 200AJ2 3R ENCLOSURE UNLESS NOTED OT1 EI WSL TLL[FHO! SERVICE ENTRANCE CAELE 7ELEVISICN POW!!R COI'll'ANY EGLImMI!w ENTRANCE TRAHNygl•ER EdWPFM INTERSYSTEM BONDING TERMINAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 00R10 VOLT, I PHASE 1 4 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE 2/0 COPPER (CU) IN V DIA SCHEDULE SO PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS Q' Y' DIA SCHEDULE SO PVC CONDUIT UNLESS FBCR 'ITN lOITION (20 0) SERVICE IS FRONDED BY THE ELECTRIC COMPANY. COORDINATE uUTH THE ELECTRIC S/S" DIA X IS FT LONG. COMPANY PRIOR TO NO. CLAD GROUND ROD A R C N I T R C T R 6 Ns�n Grou LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 000L25 V y O 0 BVHDIV. Ac I SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEL "2558-HAWTHORNE" GARAGE 3WING: RIGHT PAGE: ELECTRICAL PLAN 15 H DRINT ATE: 08/10/21 SCALE: 1/4"=1'— 0" SHEET E1 1 2'-8' 3'-T 4'-5' '-91/2' 14'-81/2' H5 _ '. > r O O L_'J---------------� I 1 C a n I I I � L-- > I I Q M n I I I I I C pAN � L _ _- p I; L — — — — '_ -- Fii� 1 ; I I H1 I, II�I11 I m I I 1 I I I I I I I I I I I � I 2' VTR _ _ _ I KITCHEN SINK F` __� — — — _ ? W/ AUTO VENT X1• • n 2' ` DIMI I > I i. 2' VTR 11/2VTR 3 i '� I a' TUB e I 3' ILA l 3' I 3. 3' I 1 LAV. i 0— a CO 3' 3• 3SHWR 3• ILAY 18HWR — — — — — — O O — — — — — — sHWR 4• WASHER 9' WC. 2 TUB TO MAIN PRE -PLUMB — L.T. PLUMBING PLAN SCALE. 1/4' . I'-V PLUMBING RISER NOTE, ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. A R C N IT E C T S I er _jjjp n LVrIbWVVVrL ss raV PH: 407.7746078 FAX: 407-7744078 www.abdosigngroup.com AA p: 0003325 I� a aLJBDm ac LOT: SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 MODEL "2558-HAWTHORNE" GARAGE STIMG: RIGHT PAGE: PLUMBING PLAN 15 H A. I DRENT A E.. 06/10/21 OCALE: 1 /4"=1•-0" aHffiET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.I 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, °SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F15C 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS POR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH OBF 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 LIKE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYP.) N COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' LONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2 EXT. GROUND CLEAN -OUT (T SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCONS UNIT 'CONDENSER SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "BXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 9 12' FROM STRUCTURE I0' NOTE` ALL HVAC TO HAVE PROPER FOYER ENTRY PANS W/ DRAINS I I I I I I ATTIC I I I L 8' CEILING O O EXTERIOR WALL � PLENUM p y AIR RETURN I Q SUCTION AND LIQUID -- x IL N AIR SUPPLY y REFRIGERANT LINES 6X10 y 9, AIR HANDLER ---- _-LA WALL 2X8 M X X y 3/4' PVC CONDENSATE DRAIN LINE BEDROOM 4 F m - BEDROOM 3 EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB C ( )I \-�-J T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT PAN. TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - - - - - I F6CR NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 30'13.4 HVAC DRAINS MECHANICAL PLAN SCALE: 1/4' " F-0' 6 GrDusi In c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J h k 8 0 F atMDIV. da L074 SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 1LODELs "2558-HAWTHORNE" GARAGE 8MING: RIGHT PAGE: MECHANICAL PLA 150 PH XP. DRINTAT M 06/10/21 SCALE: 1/4"=1'-0" SHEET M1 so 2X4 TOP PLATE PRE -FAD TRESS 1/2. CLG. BOARD 14' DRYWALL -tom Tv)r SECURE BT. - PLATE TO SLAB W/ 1Od MASONRY NAIL s 32' O.C. MAX FIK FLR 2X4 WOOD STUDS s24. O.C. SLAB 'ARTITIONS SUPPORTING IJALL HUNG PLUMBING -IXTURES AND WALL ..ABINETS SHALL BE NOT -ESS THAN 2x4, WHERE SPACED NOT MORE THAN Ifo' O.G. OR NOT _ESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a:)TYP. INT. WALL (NON-BRG.) D1 SCALES 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J' MTL. DRIP EDGE J 2x FASCIA PER I -m TYP ELEVATIONS 0 O.H, VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR1 5/8' GYPSUM Br OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS r REFERENCE _,----STRUCTURAL Ix2 P.T. FURRING - STRIPS s 24' O.G. 8' CMU I/2' GYP. WL. ISD.- WOOD BASE — n W/ WINDOW OPENING ti FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION$ VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF QV SCAM3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FSCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486E TYPE III OR TYPE IV UNDERLAYMENT. cyaic,ro WA. i V rvc ew.s ros ou �H ou yr m.W W. ueoo sus GAS LINE THRU BLACK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS, AS PER SHEET W.SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNE88 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT -ice PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIK FLR e' Cm II u s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 1 —2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS s EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS-- � jj—PER STRUCTURAL TU ALL DETAILS PER STRUCTURAL DETAILS Ax PRE -Ewa WD. TRUSS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS s 24'O.C. IR' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON]. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.i. i W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE �1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 6 G e i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA tM 0003325 J F 04 0 3 EUHDIV. ds IAT SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEL "2558—HAWTHORNE" GARAGE STIMG: RIGHT PAGE: DETAILS 15 H Im 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (U 1/2' X 6' J-DOLT W/ 4' MIN EMBEDMENT W/ a' X a' X V6' WASHER 4 NUT OR V)• X 6' ANCHHOR BOLiB W/ J' % 2' X VS' WASHER 1 NWT R m SECURE xx TO BLK Wf ® V4' TAM" O a 1 1/2, EMBED. 6. O.C. 4• END DIET, 11/2' EDGE DIST. o Impff. 2X6 GARAGE DOOR BUCK SECURED UV (6) VY X 6' J-DOLT OR ANCHOR DOLTS, W/ 4- MIN EMBEDMENT, WV 2- a X 2' X VS• WASHER 4 NUT. (1)WITHIN 6' OF TOP, (U WITHIN 6' OF THE BTM, © (3) EYENLY SPACED. 8 IE NOTES, ALL ANCHORS SMALL BE M ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS a ERE eury 4.MTlY_TH[SJA e4s nrs ereINrr.rlr GARAGE DOOR %11BUCK ATTACHMENT 3 IGLU, w'.rs• aX4, m 2X4, ES 2" 00 SECURE TO BLOCK WV SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. W/3/16' TAPCON6 (MIN V4' TAPCONS MR SHANK SIZE ." MIN. SHANK SIZE." MIN SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 3" MIN. EMBEDMENT 1 1149 MR EMBEDMENT 1 1/49 MM. EMBEDMENT 1 1/4') WITHIN S• OF EACH WITHIN S' OF EACH WITHIN 6' OF EACH END 4 IS' O.C. MAX END 4 16' O.C. MAX END 4 TV O.C. MAX 6PACING. SPACING. SPACING. 2X6. ® 2)(6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/I6' TAPCON6 WIM 3/16' TAF--," WA2) I/4' TAPCONS (MIN. (MIN. 6HUWK SIZE J46 MR SHANK SIZE J45 SHANK SIZE J40 MIN. MR HEAD SIZE 300 MR HEAD SIZE 300 HEAD 61ZE 300 MR S' CMU MR EMBEDMENT 1 1/41) -LrMREMBEDMENT 1 1/4') EMBEDMENT I V4') �,L WITHIN S' OF EACH END S' CMU WITHIN 6' OF EACH END S' Q'TU WITHIN S• OF EACH END 6, CMU 4 IS' OC. MAX SPACING. / b' OL. MISPACN,Cx / b' O.C. MAX 6PACRN". S4 P.T. OR 5/4'X4' MIN. 1/2' DRYWALL 1/2' DRYWALL In' DRYWALL SECURE TNRI FRAME 1 1'X4' 2Xb. m 7X& ® aX6, EXTEND 1-V4' INTO ❑ P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO -4' SECURE TO BLOCK I'X4' BLOCK UV 3/16' WK2) 9/Nr' 7APCONM P.T. NAILffR WKa1 3/16' P.T. NAILER WK2) V4' TAPCONS TNAILER TAPCONG DOORCASING (MIN. SHANK SIZE .145 T/16.O.6J5. X 4'MK (MIN SWANDOOR CASING MIN. SHARK SIZE J45 (MIN. SHANK SIZE J45 MRL HEAD 61. J00 MIN HEAD MIN. HEAD SIZE 300 'VVr' O.6J& X 4'MK MR HEAD 61. 300 MRL EMBEDMENT I V4') DOOR CASING MRL EMBE) MRl EMBEDMENT 1 1/4) MUM. EMBEDMENT 1-V4' WITHIN S' OF EACH END WITHIN 6' OD UT14N 6. OF EACH END DOOR CASINGWITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 16' OC. MAX 4 18' OG. M4 W OC. MAX 4 16' OC. MAX SPACING ATTACH TO 2X PER 6PACMG. DOOR JAMB OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH GD XFj IE �� DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLACK +3/4" OR +5/4" DDOW TO BLACK +3/4" OR +6/4" 2X4, ME SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE AM MR EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 4 W Or- MAX SPACING. 2X6. m SECURE TO BLOCK WK2)SAW TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MR EMBEDMENT 1 1/49 5. CMU WITHIN S' OF EACH END A W OG. MAX SPACING. 12' DRYWALL 2X6, ® El VX4' SEGIJRE TO BLOCK P.T. NAILER W0Y2) 3/16• TAPCONS DOOR CASING (MIN. SHANK SIZE J46 MR HEAD SIZE 300 MR EMBEDMENT V4') WITHIN S' OF EACH END 4 B' O.C. MAX &"ACC' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" /13TIND01f TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 18/16" /�1111ND01► TO BLOCK +1 15/18" 2X4, m SECURE TO BLOCK WV 3/16' TAIRO" MIN SHANK 61ZE .145 MIN. HEAD SIZE JIM MM. EMDEDI'IENT 1 1/49 UTNM S' OF EACH END 4 B' OG. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED 8001.111110 TO BLOCK THROUGH NON-STRUCTURAL WA'2) 3M• TAPCONS JAW TAPOON MR 1-1/4' (MIN. 614AW SIZE .145 EMBEDMENT INTO BLOCK MR HEAD 612E 300 MIR EMBEDMENT I V4') WITHIN 6. OF EACH END 6' CMU 4 W OG. MAX 6PACMG. V2' DRYWALL m ❑ SEC SEC2)URE TO BLOCK 1•X4- WH3/K'TAPCONO P.T. NAILER (MR SHANK SIZE 445 DOOR CASING MR HEAD 61ZE 3" MR EMBEDMENT I 1/49 WITHIN 6' OF EACH END 4 0' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLACK +2 1/4" /11FINDOA TO BLACK +2 /4" NOTE, SNM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" �Virrxnn* Tn arncrc +9" 2X4: 0111 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 V' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WHa) 3/16' TAPCONG 3/16' TAPCON MIN I-V4' (MIN. SWANK 61ZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MR EMBEDMENT I V49 6' OF EACH END S. CMWITHIN 4 W OG. MAX SPACING. V2' DRYWALL 2X$. ® I'X4' SECURE TO BLOCK P.T. NAILER WH2) I' TAPCON6 DOOR CA6INYG MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' Or EACH END 4 IS' OG MAX SPACING. PU NOTE, SWIM AS NEEDED TO MS JAMB MO NOT EXCEED 1/4.1 71ND 2X SECURE TO 6TRIUCTURAL MEMBER WK21Ed WITHIN S' OF EACH END / 6' TO 6' O.G MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" O*runnw Tn Rrncrr +�" NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" /'11I Reusa6g TO BLOCK +3 7/18" `vJ 2X4, 1>0 SECURE TO BLOCK W/ 114' TAPC0N6 (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN EMBEDMENT i V49 WITHIN S' OF EACH END 4 IVOr- MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TH FWUr 4 NON-STRUCTURAL WR2) V4' TAPGON6 (MR 3AW TAPCON MR1-V4• SWANK SIZE J45 MIN EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT 1 1149 UUTHM 6. OF EACH END 6, CMU 4 B' Or- MAX SPACING. L12' DRYWALL 2X6. ® I'X4' SECURE TO BLOCK P.T. NAILER W92) 1/4' TAPCONS P P.T. X W MIN. (MIN. SWANK SIZE 14D MR HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DOOR CASING WITHIN 6. OF EACH END 4 M' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO ZX PER MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n31LNDOR TO BLACK n +3 3/4" A R C N I T! C T E Design Grou Jne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407.774.4078 www.abdesigngroup.com AA #: 0003326 py� 0 a y liILi J SUDDIV. do LO SILVERAD LOT# 8 BLK 6 PROJECT* 03719.001-08161 MODEL• "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH A B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 21473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 20446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10442.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 22495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 20442.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 20532.26 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 10532.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 22/32/2023 32502.2 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/31/2023 22029.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 22/28/2022 17676.20 Ml WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 25332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/32/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/32/2024 25353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/32/2024 17869.2 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 22/32/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/22/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.2 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 22/32/2022 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EKT. DOOR w/SIDEUTE 2020 FBCR 22/32/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 22/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 22/32/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/27/2022 10477.2 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13292.2 JAMES HARDIE BOARD PLANK 2020 FBCR 22/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 29902.2 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 23265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 22/32/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/22/2022 FL 25272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 22/31/2023 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 2020 (7Lh EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: OS/OS/2021 A I C N I T 1 C T 8 6 Design Grou 1.�. 41 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Z M q0p 5q� C a SILMDIV. & LOT: SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEl- °2558-HAWTHORNE" GARAGE STUNG: RIGHT PAGE: PRODUCT APPROVAL LISTI 160 MPH tXPI Wi PREFORMED CONTROL JOINT PLANE# OF COROL. NTJOINTS Td BE ARED TIED TO LATH R S' Or. MAX (VERT.A Nam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES IIY B690jIE CCNTFWI. JOINT BE AS= TEI'IP. OURMG INSTALLATION ------- FASTENERS TO BE SPACED-7 • 1. O.C. MAX VERTICALLY / LATH SHALL NOT as ccwfl U UB �. THROUGH CONTROL \ JOINTS BUT SMALL BE STOPPED AND TO •. OAP naL J' THICK 3 COAT CEMENT PLASTER USES LAYER Q, FORTIMBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.G. I AT SUPPORTS WRD LAYER 9, STUCCO WRAP WOOD SHEATHING TIED AT EACH 610E. PROVIDE 2X4 DLOCKNG PER A6TM C1100, PLACED RAT MAX 6' TOFROM S' T WHEN N \ / C40NTIWLL J� IN FALLS ON L FASTENERS FOR LATH TO BE NAIL6 OR i BTRUCTUFAL STUD STAPLES N COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 16) VAM15' WNW / 3. BLOCKING SHOWN MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLKJLD NY{4O.PT.A O LMLD SYWO.PLA ®� L CREASE . Pr. 6 PaLD APPROVED BALDING ARAP SMALL BE LAPPED A MINIMUM OF 6' ° VERTICAL LAPS (ROLL ENDS) 4 V ° HORIZONTAL LAP6. ALL 8EA1'b NEED TO BE TAPED AT14 FORTIBER SHEATHING TAPE / I• — LAP. MTAL LATH \ LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 9, STUCCO WRAP AM LAYER -2. \BUILDING PAPEUR UTIFIDER/ �APER LAP 6cALe, nn•.r-o• — -AT LAP. A• ovta ALL LAP ; �.., 6 _G: NOTIL 810E LAPS OF METAL PLASTER BASES 614ALL BE 6Et3P49D TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0041E-N. (I21-MM) ARE AT INTERVALS NOT MORE THAN 1' (22S-MIN). AS PER ASTM 0063. ® KI C KO UT , ' PAIR OR TEARS M'U'B LAYERS' TRAPS, DETAIL MAY DE PATCHED WRAP TAPE PERKC PER )Y•AF. SPEC. OR PEEL a STICK STUCCO J" THICK 3 COAT CEMENT PLASTER METAL LAT14 UM LAYER -2, FORTIFIBER BUILDING PAPER ARE LAYER 9, STUCCO WRAP "ATHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECLM PIPE/ ARE TO FRAMES& t0® LAYER R. FC"IBER BUILD?& PAPER METAL LATH 6'x6' 6ELF-AD14ERING MEMBRANE KA614MG OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED MOUSE ~. PLAAWM TO EXTEND ONTO PIPE CONT. BEAD OR SEALANT AIR SECTION PER IO ESARIar Is"m wd3wei-ft Exisnor uae of poNaM cement plaster Nall mply with the'Ppkarwn quirements of ASTM C 928-18b. Installation of extedor lathing and framing shall mmply vAA1 ASTM C 1083-192, or ASTM 1787E 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE Wr MOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE I' OR LE88 PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF—/ 6ELP-ADHERING P'� PLASHINNGTEp 01 WOOD SHEATHING OL FOLD MWm . ® L PCLD tr°wt0 . - A OR CMU PT' A 7. CREASE . P'r. 6 WRE, LAYER °I, 2. CREASE n'° a.ct1EAM.PT. c STUCCO WRAP (FRAME ONLY) 1. CREAM . PT. c 6 TILL far. c moor EOTTCM PLANES! ® �}' THICK, 3 COAT CEMENT +? PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) r WRB TAPE OVER . ,T• �,.,C,,, R (WALL SCREED IL'"'°' W.111114, TOW bwDv. J' THICK 3 COAT CEMENT Z 5'X5' 'L' TYPE CONTINUOUS PLASTER (R.AflA VU•2mAr L 2 GALV. METAL FLASHING cB�"rtA"un(O"° (NAIL TO ROOF DECK, NOT IA'MLAYL 2•FDRTPZ 0 E WALL SHEATHING) BUILDNG PAPER (PR.w air) WRD LAYER 9, ry INSTALL W WITH ROOF CEMENTCAP SHINGLE - DO NOT ILE enAcco RIRAP.wa'E afar) L..HP tAYERY A PLwnE, NwST WPeAP orveANAaStl ABOVE L cm � \ I ROOF CEMENT \ YW.L RA6Sf10 ROOF PER ELEVATIONS SxS w to CSTALLJ \ 6 PHLT IaOaLAYP@IT—°..,Ee TIdNT REAL (°°O an scumm LOQSGLa�� uom INSTALL ICILKaR SMNOIi I.CiCPalO fLIMW AT EOROM Q NQ s aYLL SIIHEEGilalO DRT EDGE, OVELAP 3'. Ex1Eo W. *SLOW P46AIMM IlCIYMCALLY PASIl14'O6 MAX FASCIA,""°' "L" FLASHING 5 N.T.S. N.T.S. STEP 62 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 6'x6' SELP-ADHERING MEMBRANE FLAS14NO (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. PLASLING TO EXTEND ONTO PIPE CUT AND OVERLAP 0-6 SIDE OF SELF -ADHERING MEMBPUme R.ASHNG x—x—x—x WOOD OR -1/16E ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R7103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A N C N I T I C T 8 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774�4078 www.abdesigngroup.com AA #: 0003325 y m �aaa q BUHDIV. a. LOT SILVERADO LOT# 8 BLK 16 PROJECT# 03719,001-08161 MODEIA "2558—HAWTHORNE" GARAGE 811IiNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH . B DA—NTE-. 06/10/21 SCALE: 1/4"=1'— 0" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE PLAS14MG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 13E: X L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL X JOINTS AND INTERSECTIONS ' I I I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING 6 JOINT ALL AROUND I I PER SECTION R703,7 I I EXOerlor lethino and DlaatartrW BACKER ROD I I Exterior use of portland cement plaster 11 shall comply with the application - - requirements of ASTM C 926-18b. LXc j� Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, X- or ASTM 1787. WRB LAYER 1, STUCCO WRAP HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WIRE, LAYER 7, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER A FORTIFIBER _ BUILDING PAPER CONSTUCTION —METAL LATH a' cm VINYL CASING DEAD 6' RAISED BAND V TON MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — • — • — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-84"1-14a, MIN. 2.5 L58. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) (BUILDING PAPER UNDER 'QUICK FLASH' A1VENT PENETRATION SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER I' THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED WOOD CONSTRUCTION W SELF-ADHESIVE FLASHING V CMU WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD 8HEATHINC° WRB LAYER 1, STUCCO WRAP WR5 LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T OIC. MAX K' TON M 12 j9ALL ii ie:s� wrseen 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISIi 4 MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCKI S' CUT OPENING IN SSTTUBCCOYWRAP APPROVED HOUSEWRAP 477 FOR BOX INSTALLATION CUT 'X'INTO WRB LAYER 1,SELF-ADHERING STUCCO STUCCO WRAP MEM15RANE APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WIC LAYER 1 STEP #1 STEP 1*2 APPROVED HOUSEWRAP BELOW -' WR5 LAYER 1, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRIS LAYER Q, FORTIP15ER BUILDING PAPER STEP 1*3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD ' ° (SEE TYPICAL WALL SECTION) OVER 60 MIN °, GRADE 'D' METAL LATH FELT -PROVIDE e, SEALANT AT ALL <� JOINTS AND INTERSECTIONS •o STEP #5 STEP #ro l 9) ELECTRICAL RECEPTACLE A R C N IT E C T 3 G2MO. y L9NOW1ZD,FL32760­ V PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com L AA 8: 0003325 J y 0 O F HUDDIV. de LOOT: SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEI.e "2558-HAWTHORNE" GARAGE SATING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH FA B WOOD SHEATHNG WRB LAYER M, STUCCO WRAP WOOD WRB LAYER n, FORTIFIBER CONSTRUCTION BUILDING PAPER IY♦' HAT CHANNEL i' T14ICK 3 COAT CEMENT X' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED DOD SHEATHING \ 4' POSITIVE DRAIN i ,` �\ WEEP SCREED WRB LAYER M, / _ STUCCO WRAP i• THICK, 3 COAT CEMENT ` `�� PLASTER / 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW I .. ' WIRE, LAYER M, I STUCCO WRAP v.:. � WRB LAYER Q, FORTIFIDER BUILDING PAPER , _ : 6'SELF-ADHERENG ;� FLASHING WRAPPED WRB LAYER M, STUCCO WRAP • CORNER OF CANTILEVER AMIGO AI'E6.WFWC-18m CUSTOM CASING BEAD I 1 1 �4' POSITIVE DRAM 2 nCFP arroee_D NO GAP INFIELD —' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE: 1 1/2•-I'-V' NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-54-1-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 3/4 RESILIENT WEATHER RESISTIVE FIAT CHANNEL BARRIER 4 VINYL CASING BEAD 16 i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED A PAINTED I WOOD SHEATHING FINISH — J' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL GORdER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 VINYL CASING BEAD }' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED A PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASING BEAD 1 WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION EXT. WOOD PRAMEC WAU SUB -FLOOR DIGGING PRE-ENG'D TRUSS WEATHER PF96RI16TNEISAREft M WEATHER An 4 I R3 COAT G!MEN1 METAL LATH WOOD SHEATHNG— (GROWN FOR CLARIFICATION OF SEPARATE AC(.ES80RES ONLY) I IXTEROR GRADE Y� GAP FOR BACKER DRY WALL ROD 4 SEALANT — T14ICK R3 COAT CEMENT VINYL CASING BEAD RASTER - VINYL COMER SHAD WATER PROOF( let- -VINYL C SW, BEAD LAYER (2 LAYER PEE A STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' L 26 GALV. METAL DRIP P EDGE PEEL A STICK) GET M PULL BED OF SEALANT,Jp MN 6' PEEL A SPACE FROM DRIP STICK • DRIP FACE TO TRIX EDGE TO DECK YA' GAP FOR BACKER RCO A SEALANT I JJ'XI %' P.T. OR 8I'A3-ATED WOOD (TREX) FILLER CONTINUO"UG VINYL CAGING BEAD WATER PROOFING Mt' WEATHER RESISTIVE LAYER (2 LAYER PEEL A;; BARRIER M STICK) WRAPPED FROM -... WEATHER RESISTIVE BALCONY DECK TO BARRIER CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3• X 3' 26 GA GALV. METAL DRIP EDGE ........ -- ----- . - SET IN FULL BED OF I )f'XI i'i P.T. OR 81MULA SEALANT,)P MN WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TRIX YI GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING Mt FINISH LATER (2 LAYER LAYER (2 LAYER PEEL A PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH 8/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED A PANTED I WEATHERRESISTIVE BARRIWEATHER FINISH RESISTIVE I' THICK 3 COAT CEMENT BARRIER -2 ARRIE-2 DRAM PLASTER VINYL CORNER BEAD I��EP ar�oesn VINYL CASING BEAD NO GAP IN FIELD (BHOIW FOR CLARIFICATION OF SEPARATE ACCI880RIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION A-UMN SHEATHING BATHER RESISTIVE 4R�RIER -1 .ATHER RESISTIVE ARRIER 4 SAP. \ -EEL 4 STICCK 1)6'x3' 'L' FLASHNG FULLY EMBEDDED IN ROOF CEMENT US' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Ji' MIN. SPACE FROM DRIP FACE TO TREX /— 11 WOOD (TREX) FILLER CONTINUOUS Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL W17EXTURED ! PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP I )Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )J' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL A STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER Ij' STTAHIICC R3 COAT CEMENT METAL LATH WOOD SHEATHING 4' POSITIVE DRAM WEEP SCREED LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 111(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION (9) COLUMN (W/"L" FLASHING) SCALE: NT8 WOOD SHEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 I/2. �rmuao Gmen FASTENED TO SHEATHING • T' O.C. MAX y WPM LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WJRB LAYER -2, FORTWIDER BUILDING PAPER 14A CORNER BEAD ® FRAME k 2 1/2" k CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ( 4 p\CORNER BEAD � BLOCK WRB LAYER 01,r STUCCO WRAPi WRB LAYER 02, FORTIP15ER ' BUILDING PAPER METAL LATH t� THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING I "2 �I DRIP CAP I ' WINDOW FLANGE WRB L ER "I, S7RAP WRB LAYER 02, FORTI BUILDING PAP\ER' j/1 METAL LATH �-^I i' THICK, 3 COAT CEP PLASTER V SELF -ADHERING FLASHING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) A R C N I T E C T 8 6 Design Group leo. 1441 N. RONALD RFAGAN BL% LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Z E 0 a y 4 SUDDIV. & LOT SILVERADO LOT# 8 BLK 16 PROJECT* 03719, 001-08161 1KODEIa 2558-HAWTHORNE" GARAGE 8VnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH FA ffv mcALE: 1/4"=1'—O" EIHMET WA3 WOOD SHEATHING WRB LAYER M, — STUCCO WRAP WRB LAYER n, FORTIP15E BUILDING PAPER METAL LATH ;' THICK 3 COAT CEMENT PLASTER (P'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, — STUCCO WRAP VINYL ANGLED Y<' GAP TYP i' THICK 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH o STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER WRB LAYER M, WRB LAYER M, STUCCO WRAP STUCCO WRAP BUILDING PAPER METAL LATH CASING BEAD THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK PLASTER SIDING TO STUCCO \� CASING BEAD 18 (CROSS SECTION) WOOD 61 EATHMG �MR �SISnvE WRB LAYER 12, FORTIP15ER MER WEATHER PAPER BARRIER f METAL LATH .�j: x THY AL 6roMG J' THICK, 3 COAT CEMENT ;`� 6' eeLF'ADHERIrr, i a PLASTER LAeHrt+G 1 6'SELF-ADHERING �g. �J STARTER STRIP FLASHING M I\\ DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW (15CP (FRAME, W/BAND) METAL LATH SSTUCCO LAYER RAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER ; WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD METAL LATH VINYL CASING BEAD: i J' THICK, 3 COAT CEMENT (EXPLODED vIEW FOR PLASTER CLARITY) CASING 17 A BEAD�RA �RAISfED D SCALE: 11/2' • i'-Iv rL'AWW. HER61G \ WEATHER RESISTIVE LLEATNER RESISTIVE BARRIER 7 61 FLA6HMG 41EItINfi GALV'D METAL W FLASHM6 afto Hari PMMIWR i AL GAP W/CAILKMG OR APPROVED 6EALA4r SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN, 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONISTRICTION---_ BEYOND WOOD 6HEATWM WEATHER RES16TIVE----_ BARRIER q LEATHER RESISTIVE BARRIER -2 , I LA slow--,, RA6irt STARTER STRIP-�/ DSARRER WEATHER BARRIER 1 � MATH Baca 6' MSL OF z I \I I I SIDING TO STUCCO ® FRAME TO FRAME lk TRANSITION �FLASNMG HERMG WEATHER RESISTIVE BARRIER M TO LAP \ 6' MIR ABOVE TOP OF 'Z' LASHING WEATHER MOIST" BARRIER -1 WEATHER RESISTIVE BARRIER -1 6' GRALATED TRIM MEMBER WEATHER RESISTIVE BARRIER 9 M MEAD VINYL GA [IIU�j' LEVO "ISLE P BACKER ROD) WEATHER F E616TIVE BARRIER 4 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH i WINDOW FRAME WRB LAYER '2, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING ✓ (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING: MEMBER Co' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y4' GAP TYP CASING BEAD TO WINDOW ----------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP 6A)EZ BEAD WINDOW CASING A R 0 N I T E C T! Design Grou . . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA M: 0003326 y 0 aUBDIV. 4)e LOT SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 MODEIa "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH PRINT DATE: 06/10/21 scAL=: 1/4"=1'-0" SFI=ET WA4 Of A R C N I T E c T a MoLgfrm CAK HOULDSETMENINnERNOTHEVENTPROPERLY 4', B' AND 1P SHOVM IN T GALVAMZED ALIGNED. VENT APE R SEALED IF UTILIZED. NAIL IN PLACE USING 1•114-NAIUS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES PEAR THE PMrANATM - CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE NA:AMERCOASTAL SHEATiING. SIZE TIE OPENING IN ACCORDANCE NTH THE CONSTRUCTION ZONES. CHART SHOVM. IN THE EVENTA MECHANCAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE VATH VENT FAN MANUFACTURE'S PIPING COH ECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS N NCUTTING THE OPENING IN THE ROOF. INTERFERNG SHNGLE NNLS AROUPO THE PERMETER OF THE OPENING SO THATTIE... 1.1 OF THE VENT LAYS FLAT TO THE ROOF SHEATANG. SLIDE THE ?OP AND SIDE FLANGES OF THE VENT UP q!b INKER VENT FlMgES TO LAY ON THE TOP OFTHE SMESOTTOM THE TOP OF THE SHINGLES. Fe-t--n� ROOF HOOD VENT DETAIL NTS Off HOYSEYRAR AT 4S' ANGLE MODIFIED -I. OUT M HO)BM~ TEMPO FOLD4 House TUCK P At NEA FOLD N AT AFPIYOVED HOUSEUEEAP OVER SHSATI(MG OVER WD STUD WIWL STEP 1 FLASHING OVER NAILMG PLANIM JAVIDS EXTRID MASHING MIN I- EELOIU SILL PLEXIELE PL,ABHMG DO NOT MAL EIOTTOM FM STEP 6 MOLDEDAROUND BASE OF APE AND OVER FLPNGE • ALIGN FLASH WA W. EDGE or SLL MO. PIRCUA WALLY FASTEN FAKED WOODS. (CAP NAILS, STAPLES) INSTALL DUMIT FLE)S~ AS n PLASMM AT THE POLD HOLISM~ DOW 4 TAPE DIAGONAL Gor . A.016M HEAD oP WINDOW PLUMBING VENT DETAILS WEQG� MSTALL W ILEDE ADLIKOVE - ISAGQD KAXIOLE FLASHING MATERAL OVER DRIP CAP JOMT(RIOiECTO-LLRAP OT•70)(L GT EGUIV) STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS IIB FLA MM7 OVER JOINT GP VMDE VALLEY FLASHING 504 OR HEAVIER FELT UNDERLAYMENT ASPHALT RO w DEMENT NOFASTNERSwTHIN C OF CENTERLINE XIRA FASTNERS IN END OF SHINGLE TEND END SHINGLE VALLEY TERLINE CLIPPEDOFF CORNER ACENT 45 DEGREE: SHINGLES TRIMNIED 2' BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL 6CAiLIE, NTS AM -LT 061 IOU (O EGlAL)SEALANT 4 FLWD API -LED PLA04M6 (LANCO W 41TE-SEAL RG-SS OR DOUALA SLOPE SILL TO EX L n IS THE CONTACTORS REORN"IDILTY TO VERFY THE CoMPAn61LITY OF ALL PRODUCTS MCLUDMG HOWEURAP, SEALANTS 4 SELF-ADHERNS FLASHING MATERIALS USED OURSIG CONSTRLCTION 7. INSTALL ALL MATERIALS PER MANIFACTURERS WRITTEN SFiCFICATIONS SIARIN& SEALANTS MAY FACT ADVERSELY F NOT COMATIDLE. NOTM LEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFfT WORK � IR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTM61ON BELOW THE WINDOW OPENING. SEALLINTERIOR PERIMETER OF WINDOW WITH SEALANT T. PLASHING AT EXTERIOR UISNDOWS AND DOOR OFIENMIS SHALL EE INSTALLED N ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FDIC RTOSAt U M ACCOMANCE WITH RINESTIRATION MANFACTIAtRY NSTALLATICN AND PLASHMG SMTFILCTIONS, WABDIN& SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE, WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO Design GroulOIna 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m ya y OU33DM ae LOT: SILVERADO LOT# 8 BLK 16 pROJECT# 03719.001-08161 MODar: 112558-HAWTHORNE" GARAGE AWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EA B I I 1/8' TEXTURED t .. FINISH • WOOD, --------------------"---'--i ,- ----- i 2xro SUB -BANS 10 TEXTURED FINISH o CM W/I'x4' NOTCH +� METAL LATH r--------- ------------ END, WRAPPED IN / PEEL t STICK METAL FASCIA WRAP WOOD SHEATHING oR Ctiu DRIP EDGE ,P STTUUCCO uRAP(FRAME ONLY) I I\ I \ WRS LAYER 12, FORTIFISER E-- - - - 1/8' TEXTURED I \\ — BUILDING PAPER (FRAME ONLY) FINISH 9 WOOD I \ 2X6 SUB BAND "\ ROOFING CEMENT 1/2' TEXTURED \ \ FINISH m CMU \ DRIP EDGE !! METAL FASCIA \\ WRAP Ye' FROM \ METAL KICK OUT \\ STUCCO, I' FROM ` - - --- ,a WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) \ Ia NOTE: NOTCH FOR 2Xfo \\ SUB BAND ONLY ROOF KICK OUT REMOVED .\ \\ FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH \\\\ /WOOD, 1/2' TEXTURED FINISH a CMU - - 2xlo SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND UJ/%'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL R WALL W/KICK—OUT FRAME OR CMU 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/05'x4' NOTCH m END, WRAPPED IN PEEL t STICK *ROOF CEMENT A 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 9 END, WRAPPED IN PEEL t STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R e N I T 16 T a 6 G e i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 M 8 c F BLMDIV. de LOT: SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 UODMLA "2558—HAWTHORNE" GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. D TEE: 06/10/21 SCALE: 1/4"=1'— 0" SHEZdd E�TT A6 73'-8" 5T-4" 20'4" 10'-10" 20'-1" T-I" 6'-, 1" 28'-B" 25'-4" 5'-0" 23'-0" OF 1 7 SLAB 4 — — — — — — — — — — — — — — — — — — — —;,� — — 4" CONC. FM-18X78 1 q FM-16— FMC-i6X18 SLAB 4 12 c� -31/2" t I 2 TEA ao I LL I 4 I ry; `= �I 19'-8" 2'-0 ----4 FM-16X18 CHASE ` I -5,t2�"I SLOPE 2" X 7t -31/2"+ I c J 10'-0" I m 4 1.1 3 1/2" 28'-7" 6'-7" SLOPE 1/8" r�_�� m SLOPE I PER FT. I K PER FT. I ( EXTEND 14"CONC. I I a o-�0 0'-0" SLAB 1 12" i 1 SLAB 3 12'I �_ LL I 4 4 SLAB F 9'-0" — _D w 4„ CONC. I - `` m 7 3 2 SLAB I N 1.1 1'1 FMC-16X18 V�-,12X12 —47 EXTEND SLAB 1 1/2" EXTEND I I` 3'-4" T4" SLAB 1 12" m I~ I � N X .I 6'-8" I LL 6'-4" r FM-,6X,-6 — — 1 12 X N FM-16Xt8 1 ILL 13,_8„ rn 1 II io I 4 1" PVC CHASE 1p I FOR ELEC. @ o II� ISLAND 16'-2" " 1.1 F M -18 X 18 F M -16 X 18 1 - " — — — — — — 6-0" O/C MAX., TYP., uNo 3'�1" 30'-9" 32'-9" 8'-2" 66'-10" 75'-0" SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER RAL GENE 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS! FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 16' - (2) #Ss FMC-16x18 16, CONTINUOUS 181, - O#Ss #5 IN CURB VARIES CWC-12X12 17, CONTINUOUS 17' (2)#5's O-s (+)0"-0" TEA 8" SEE PLAN 8" ( ,s #5 IN CURB F-24x24 24" 24" 17' ( --s 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 +44". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-V% 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 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. I I.OINDICATES #5 BAR, OINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 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 TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 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 i OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION A I C N I T I C T I Design GrouP"I.o. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.alxleslgngroup.com AA #: 000332B f BLJHDIv. & Lo SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODELA "2558-HAWTHORNE" GARAGE AMINO: RIGHT PAGE: FOUNDATION PLAN 150 MPH DATE 06/10/21 8CAL.E: 1/4"=1'-0" 8I;EET sl 30„ MIN. EACH WAY MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED I[� CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND $ a SPACING REQUIREMENTS SPACING REQUIREMENTS � } � v ul 1 r Lu -� a <� FM of 0 0. 2 8!'CMU WALL O `p Z W CMU WALL I ° . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH �'+ — w 0'1Y' "I d cbn day, TOP OF SLAB - WAY A7 ALL CHANGES IN DIRECTIONS I ,., SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS ° EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) ° EXT. PORCH SLAB ^ SEE SLAB SCHEDULE TOP OF GARAGE LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 12" ISOLATION JOINT (WHERE 6" CHAMFER(2 ,8" p4 P9" W/1?' IS 4" CHAMFER (1-STORY)' Il, � 6•• CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE 05 30„ JOINT (NMERE APPLICABLE) z .'�� 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE ne 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO aT ar' iN K—,—'\EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3/4"=l'-0•' BDALE: 3/4"=,'-o° GARAGE CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" GARAGE DOOR AND NAIL W/ 16d COMMON RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT W LAP TO OCCUR OVER STUD OF WALL W/ PLAN g U) W 6+ W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP W U tq w a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ O 0- NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'.9" WEDGE ANCHOR W/ r' TO BE PT. PROVIDE DBL. TOP CURB FOR MASONRY r' CAPPED SECURED W/ 2- PART S I EPDXY, MIN. EMBED PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 1W OC UNITS SET GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. �AT ELEV: W/FLANGE @ BASE — C+ FOLLOW ALL MANF. STM AND TOP PLATE V) K SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12" _ USE AND I COMMON NAILS FILL ALL !n h PREPARATION OF HOLES, DO NOT USE IDd W Z jrHOLE. x Y SEE SLAB SCHEDULE w SECURE FLANGE TO w Q SLAB W/(4) 1/4" X 21/4" RECESS AROUND GARAGE TAPCONS �O TOPOFSLAB _� ... ; ; DOOR OPENING j. 4" CHAMFER (I -STORY)°` —a•. 4, SCALE: 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY LAP TOP PLATE A MIN. OF 48" ---�� ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL AND NAIL W/ S, COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVERSTUD OF WALL W/PLAN 7 6CALE: 3/4"=r-b' BOLLARD MONOLITHIC FOUNDATION 5 6 SCALE: 3/4"=1'-0" (W/UPLIFT) SCALE: 3/4"=1'-0" 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB Wl+Od MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL LAP TOP PLATE A MIN. OF 49'--�. CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED W UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SLAB SCHEDULE K 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z Q 0'-0' WALL W/ SYP Na 2 STUDS SEE [SEE :T TOP OF SLAB PLANS FOR SPACING. SINGLE "� ° BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ADDITIONAL METAL ¢¢ ro U CONNECTORS NOT -� - REQUIRED WHEN NO K N UPLIFT IS PRESENT. O 8•• CMU WALL d5 �' 0-V POURED LINTEL CONT. (TYR) EQ. EQ. EE SCHEDULE 8" CMU FILLED CELL (TYP.) •ra•' FOR WxD, BAR SIZE - _ ° TOP OF SLAB I° SEE SLAB SCHEDULE 2X WALL FRAMING AND BAR QUANTITY o•-0„ ° SEE SLAB SCHEDULE 12"DIA.SIMPSONSTB2BOLTS 5' INTERIOR CURB FOUNDATION WOOD WALL TOP OF SLAB Z Z c MINIMUM EMBEDMENT INTO SCALE: NO UPLIFT) "ISOLATED'COLUMN PAD GROUTED CELL, 4"FROM ENDS AND CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE / FOR MD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY s' VARIES e' Jf ///III... INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 3. 9• 9 6QALE:3l4"=, 0 (NO UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION I� 10 SCALE:3a"=,'-a' ,c 11 SCALE: i uI E RECESS FOOTER &SHOWER SCALE: 1 "=1'-0" A I C I IT 16 T i Design Grou . . 141 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003326 ¢k¢ 6i h C sL713DIV. at LOT SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 UODELa "2558—HAWTHORNE" GARAGE SwIMG: RIGHT PAGE: DETAILS Q50.,MPH DATE: 06/10/21 9CAum 1/4"=1'-0" SHEET S1.1A A N C N I T! C T S 70'-8" 66'-8" 60'-8" 54'-8" 6 48'-8" 44'-19' S n Grou Ino. 40'-10" 37'-11" 1441 N. RONALD REAGAN BLVD. 35'-9" LONGWOOD, FL 32750 30'-7" PH: 407.774-6078 FAX: 407-7744078 26'-8"-,&1esigngroup.com 21'-0" AA 8: 0003325 15'-8" 10'-0,. Y 0 Ell 4'-0" 3� fVi ul in V 8'-2" V 4,_0 1a a" m 4 0 Ti 0 4'-0" 22'4' 28'-0" 33'-2" 34'-8„ 40'-8" 46'E" 52'-8" 58 8" 63'-10" DOWEL PLAN SCALE: 1 /4" = 1'-0" R y Pi O R t9LTHDIV. de LOT: SILVERADO LOT# 8 BLK 18 PROJECT* 03719.001-08161 1[ODELc "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: DOWEL PLAN 150 PH B DATE-. 08/10/21 SCALE: 1/4"=1'-0" SHEET s1.2 VERTICAL REBAR TO HORIZATIOHAL REBAR W/ 10" HOOK [TIE GROUTED BOND BE AM TIE VERTAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/IC10" HOOK n- GROUTED BOND BEAMi VARIES PER ELEV. Al a 5 ` #5 BARS Q 0 Q O 1° .. s� - 10' HOOK z CLEAN OUT REQUIRED O Q FOR INSPECTION cl M 0'-0" FIN. FUR. O TIE RREBAR ° TO HORIZONTAL b - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ° Z p # 3 19" #4 24 CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48BARDIA. #3 18" METHOD #4 24' o #s 3a' 35' #7 42" 0/ MASONRY HORIZONTALNERTICAL HORIZONTALNERTICAL #s 30" LSYMBOLS 3 REINFORCING REINFORCING �; �. 1 n L SCALE: 3 4"=1'-0" SCALE 3 F—A E C N IT EC T81 Design Grou . . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-7744078 www,abdesigngroup.com L AA #: 0003326 A 1y OL U 4 Wyk h D F ---" sysDIV. ae LOT SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEL: "2558—HAWTHORNE" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EJ�1 DRDIT A 08/10/21 sCALE: 1 /4"=1'-0" SKEET s1A GENERAL NOTES CODES 1.1 FLORIDAWLDIN000DE7th EDTION,2020RESIDENTIAL SECTI0NSRM2.2SRS0S. 12 FLORIDABUILDINGCODE,Rh EDITION,303DBUILDIND,SECTIONS1M12521DT. 1.S BUILDING CODE REWREMENTS FOR REINFORCED CONCRETE I=31614). 1.4 EUILDING GODS REGUIREMENS AND SPECIFICATION FOR MASONRY STRUCTlR1E5 ma M2M02-13) 1.5 AMENICAN SDGETY OF GVIL ENGINEERS MINWUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES OA 7.13). 2.)WWRETE: 2.1 CONCRETECOMPRESSIVESTRENGTHAT28DAYS: 2.1.1 PRE-CP.STWSTANDARD REINFORCEMENT4 PSI MIN. 2.12 PREL T WIPRESTRESS REINFORCEMENT-0OSO PSI 2.1] GROUT PER ASTM G78 -31e0 PSI W MN(. YB' pGGTEGATE. B' TO 11' SLlA1P. 32 REINFORGND BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION AM AE151A815T.1(GRADE W 211 STEEL IN UNTIE]. AND KNOCKOUT BLOCK FLACED IN HELD) AM ABWASISM (GRADE M). 2.3 PREST'RE34 STRANDS ASTM.13 7-WRE, STRESS RELIEVED 270 KSI 3.4 DETAIL REINFORCEMENT IN ACCORDANCE WTH AC1318-14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WTH AG STANDARDS. 2.5 D4.5 WIRE PER AM Al-1031M 3)MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO AM -, NORMAL W:IGHT WTH LKFR11AR HALL GA FGRM T SSIVE STRENGTH 2O00PSI. 3.3 MORTARSHALLCONFORM TD REQUIRED G270 TYPE MORS 3.3 FULL MORTAR AGGREGATE ARE REWIRED SI BE LESS AGGREGATE 26DAVMASONRY STRENGTH COMPRESSIVE STREINGTH S TH OF CMS AND MORSHED BY SHALL NOT BE LESS THANETH - Zm0 P31.ERNATP STRENGTH SHALL BE ESTABLISHED BY THE 1NfT STRENGTH MET HOD' OR,TSEN MET. LV, BY THE 'PRISM TEST METHOD'W1ERE USM RE WIREMENTB HAVE NDTBEEN MET. a) sTRu LOAD 4.1 SAFEAM LDTD VALUESAREOF a MR FLORIDA LINTELS HAMNO CODE TH OF B' ON. t RESIDENTIAL. ACCEPTABLE BEARING FLORIDA 4' PER IMINGC DE T HO CODE . EDTILDI G. S RESIO 21- SECRONRBO5E.ES ASEDCBALDING CODE TINMOTION, EROB 318,14 AND TIE 2104.1 4.3 SAFE LOAD MAY EVALUATE BASED CN RATIONAL DESIGN ANALYSIS T PER AG 31614 ANDS B 403-15 1.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENTAIM SIEAITATd DISTANCE AWAY FROM THE FACE OF THE SUPPORT. IA FOR UNTIE ONE (1NGTH) ARTICAL GREATER. WIRED AT EA FILLED SAID UNTEL. TIMID MINIMUM OIEAE GREATER LHAN1 ISREWIREDAT EACH END THE UNTEL. 4.5 LINTELSTHAT NOT REMOTER THAN 2 DAYS LE RSPAN GROCTMUST BE P-ERGJIDEE TEMPORARY SUPPORT, NOT BE REMOVED UNTIL2 DAYS AFTER GROUT PLACEMENT. 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 VW 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK 10 (2) 2X8 ♦I I 8F16-1T/0M/0B 8F16-1T/0M10B 8F16-1T/0M/0B 81"16-1T/OM/0B ; - ♦ I I ♦ I 0 m 1 I tb ♦ LL ♦ ,,, ♦ r _ ♦ ♦ i MGR I ♦ �� I 4* ♦♦I ♦ ,`, I ♦ �, j 6. „��404 ; ,I 0. I ♦ m_ 4* � ♦ I ♦ aLLi ♦ ,,� ,,� m 2 I ,� ,% I��.. ; 16 I %% LBW ♦ % ♦ %% 1.------- ♦ %% ,`% m 1 ♦ 04 ♦ �% 1 i j m % 1 } _ _ _ _ _ _ ~ 8F16-1T/OM/OB ♦ i % i ja Ell 1 1 i ♦ ,% ,�% Q I co o ; ♦ 4* ♦ 1 a ♦ ♦ % ♦ ♦ ♦ v.-------------- 8 1 LL 1 m 16 I � 1 ♦ 1 � 1 1 ♦ ♦ 1 i 8Fi6-iT/OM! B 8F16-1T/0M/0B 1 1 Eli El El Ell IS IS 1 T-O" LIFT BEAM PLAN SCALE: 1/4" = 1'.0" ARCHITECT inn Gro1 1441 NRONALD REAGAN BLVD. 0LONGWOOD, FLmPH: 407-774-64FAX 407-774 078 www.abdesigngro AA#: 00033 y Q� U O R 3 SVHDM de 1.07,: SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEL "2558-HAWTHORNE" GARAGE 8WING: RIGHT PAGE: LIFT BEAM PLAN 15 PH WA mmmoll NOTES TO THE INSPECTOR/CONTRACTOR TYP Btlal &DI ffft�1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \,\C\A�� PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 1 �OF REINFORCING (L2) 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 $O THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' 70 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH o��(LP\ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 9_1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 VERTICAL REBAR W/ 10' HOOK �\ ;'6_0 P6 tr�G SX16 DBL. BOND OP F BEAM W/(1)#5 BAR BOND BEAM 8 EACH COURSE •\O G 8x8 BOND BEAM TOP F • W/(1)#5 BAR .y BOND BEAM 30" TYPICAL ��E�\� F = FILLED W/ GROUT q\aC U =UNFILLED GROUT SOLID FROM TOP 31\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH B OF #6'8, IN BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE E SEE NOTE 5 1�{/ J� 8x8 PRE -CAST CONCRETE 16-1 T/1 1 V 1/ 5 E� LINTEL W/ (1) #5 BAR (L2) Q� NOMINAL�� �F P� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY a OPENING-2' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR r� BEAM DESIGNATION REINFORCING OF TRATXFXX-1T/1MIOBINDICATESADOUBLE SONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE 34"=1' Y' BOND BEAM 1 AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M)OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP s. LINTEL OF OPENING AND XUXX - iT/OMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 13/16 SINGLE BOND BEAM ,TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-14' EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON -3 1M„ PRECAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL g MIN EMBEDMENT 1 114") 8" 'a SLOPE FROM EACH END AND 18" 1pe m O.C. MAX. MIN 1-114" 2� EMBEDMENT ?., Y 2x8 (MIN 2X 3)23M6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116" UPPER AND LOWER #6 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP C 3 SCALE: 3/4"=l'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I - SINGLE #5 CORNER BAR, 30X30 TURNED UP 1 �` �t`OI :IJ I DR TURNED DOWN INTO STEEL REINF. OF I / FILLED CELL BOND. BEAM II I II II XENSURE ER PROVIDE J� BAR OR DOUBLE REINF SARIS), AT EACH SIDE STEEL REINF. OF OF ELEVATION THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE 3/4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-lT' A R C N IT R C T 5 G esi go-. 41 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 h O O cF C - - -I-XV. AC LOT: SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODM l "2558-HAWTHORNE" GARAGE SYnNG: RIGHT PAGE: DETAILS 150 JJPH EA, B BEAM SCHEDULE MaNM 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 (P., W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADEER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xlT RECESS DOOR HEADER z+' a)wsvnRE mhos Iz)w.s x+RE (4. as r-e• r. mN a a1 N. 1. (n 11— mNo m w.swPE (2)m.3 Iz)—M N. PRE— mw.ewRE mNo.3 a)w.6v„RE mNo.3 PREua, mw.swRE (2)w.3 mw.swRE mw P mw.s vRRE Iz)No.3 -77 al w.SvnRE (2)Ne PREr mw.evaRE a)w.. Pis. mw.6vnrrE mN... PREcwE, (r)w.S— a)No., PREGNR a)—.. m- 1—— (2)... mwernRE m)-, GRAVITY & UPLIFT SAFE LOADS (PLF) 8"AIT RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER ,E. ' SAL Tr PREa•Rr (x)w RE RIw (x)w amlN - EEwccw9eaRRi.,,) mw— G.— (f)NR z m z m)—E mw. m« mwe3 ,Ro3o ma)ww..eewmxR,EE m(?t NxRR (x1oa..SSvvnnRREE u —E w. 2 1 R a)w.6WRE mw, mNo33 a)wE , m)—RE aa<.6RRE (z)No.,-0 ., 1­.1VPRE aI NR, 11. A R C N I T E C T E 6 GrDe I �n c. 41 N. RONALD REAGAN BD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA C 0003326 h Qi C SUDDIV. dt LOT SILVERADO LOT# 8 BLK 16 PROJECT* 03719.001-08161 MODEL.• "2558-HAWTHORNE" GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH QJ, CJ3T- 1 • N N N CJ5T I V N N N EJ7T �_�= It RIDGE n EJ7T u It n CJ5T ��}• N y,l CJ3T CJi i ��Q „ P"' N n x EJ7 EJ7 r® •�_ EJ7 I EJ7 I I EJ7=»_ EJ7�_�_ I I EJ7 I fi�•�= EJ7 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) 1 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 10d NAILS STAGGERED @ 4" ON CENTER EJ7 ® _ EJ7 ®_�• CJ5 CJ3 • u CJ1 N II 53 T 0" a ¢ a ¢ a a a a a a a a I h u V II I IIII II II B II u u 0 II 11 II 11 N 11 11 II x II II II N N N N II N$�N N N N II N 11 11 II II I It II 11 11 II it II I II N N N N N Na�N N N N N II x n n x I it It it 11 N n n 1 it N N NWDN N N N N II N n u N n u 0 a~ N N N It 11 It n x I '1 n n x 1 x It n n x n l o ,N II N N N N N N N N N tl P II II II N II 11 11 tl II II 11 N II N N N N II N tl 11- II^U— II 11 N n 11 11 N N I II III _-11 I�- _ i46 N 11 n x x x —1� NNNNNNN-I- n n x n n n n n NNNNNNN n n u n n n u u,=EIt N NNNNNN It I u n n n u FRAMING PLAN SCALE: 1/4" = V-0" x I N I� II II N N p p II N M II N x M linp'I I II N N NYN CJ1 P =I I CJ3 CJ5 •�= to EJ7�j I .1 �) EJ7 MG nit U CJt ��II =II CJ3 CJ5 EJ7 I I EJ7 6 EJ7 I I EJ7 5�a = ='I II CJ5 x II CJ3 N� n CJi a U i !! n n RI, DGE;� IpI N N I^I n 11 II x p II II II 11 NNNNNIIINN h II II fl I I I II N N 0 O O 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 P8$36, .177" " x 2 7/8" LONG, WITH WASHER G 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. 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. A R C N I T E C T R aign Auu-. LONGWOOD, FL32750 FM: 407-77"078 FAX: 407.774-4078 www.abdesigngroup.com AA #; 0003325 J y W O SL78Drv. & ZOT: SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODET- 2558-HATMORNE" GARAGE SWIM - RIGHT PAGE: FRAMING PLAN 15 H EXP. 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Dd x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6 % W x 4'-D' 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 A ALLOWABLE UPLIFT = U. 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1 B 1C TYPICAL TRUSS/ GIRDER CONNECTOR(S) 8H8F8 BALM BLOCK THKdMM 450 33/4" WOOD PANELS 6000 (2) 1/7' WOOD PANELS 60 (2) 1l7' WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST S/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE wl (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING 1l7' GYP. WL. BD. SEE SHEET S1. to FOR NAIL SIZE AND PATTERN %_,_�\I-JOIST CONNECTION @ L.B.W. Y SCALE:-'=T-I" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D -HOLE EDGE >5/6' -HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/7'=1'-0" ENGINEERED WOOD TRL 0 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Dd x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6', 8" x 4'-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. Ir \---A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS }" x 2 k" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)�' x 5" TITEN HD TO CMU AND (18) SDS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) �' x 57ITEN HD TO CMU AND (18) BOB J" x 3' GALV. COMMON NAILS. tx2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF A . /4 _, GIRDER CONNECTOR(S) THO"M 4500 3/4" WOOD PANELS 8000 (2)1/2" WOOD PANELS 80 (2) i/2" WOOD PANELS 90 2x LUMBER LSTA1220GAUGE W/ 10dx1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5l8" AB. WITH MIN, 7" EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB n° 1% LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0' NOTE: A— WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS Wl (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS WI (2) 3/B'° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS Wl (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-C' # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' 8'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) (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'-W O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'-X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE A4 CENTER TO BILK W/ 1/2" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37' OC 01AGONAL MAX. . CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12d's 8" V FOR LOCATION STIFFBACK (AS PER O.C. MAX NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ UIRED (2) tOd's C EACH TRUSS TO BE INSTALLED IM 10'-0" O.C. MAX. CHORD OF ID ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6'-0" O/C —/ `-END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ /L /, INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" V EDGE CENTRAL SPACING SPACING SEE SEE CHEDULF SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD i LAP A MIN OF 4'-O". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, CAMP CPA Nr RP/]I IIRPMPNT LEDGER SCHEDULE MARK SIZE BOLT SIZE BEOGESPACING CENTMSPAGNG A DOUBLE 2x8 1/7' 8" O/C 16, O/C B DOUBLE 2(8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 IQ" 8" O/C 16, O/C D DOUBLE 2.10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6' O/C 16, O/C F DOUBLE Zd 2 3/4" 6" O/C 12' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=l'-0" BLOCK WALL W/ GABLE END PRE-ENGID TRUSS SCALE:34"=1'-O" 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:-'=1'-0' A R C N I T E C T S Grousi �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h b O Stmmv. & LOT SILVERADO LOT# 8 BLK 16 PROJECT# 03719,001-08161 MODEL° "2558-HAWTHORNE" GARAGE 8TIMG: RIGHT PAGE: DETAILS 15 PH EXP. B FLOOR DECK 2x6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=l'-0" SIMPSON H6 W/ (8)Btl COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 GIRDER TRUSS 1/7'HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE:34"=1'-0 DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER E ED AND 10dPPERL0 INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER EL NATION LL S� Ox �It QjUU PE E EVATION J10m 1X2 FIRE -STOP MI WOOD i18 SCREWS �M JIIIIIII _ x 7' LONG @3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING , ON EXTERIOR WALL SCALE:34"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG a 3" O.C.; N) 2x4 BLOCKING a EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16tl STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF NAILS 0 EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; I1Y1 3/4" AS SHOWN n' 2x4 BRACE ® 48" O.C. wl (5)12d 1'4' MIN. FROM 2ND. FLR. FLOOR DECK Iµ NAILS @ EA END LINE 2x6 CONT. W/ (8) 16d NAILS LEDGER DBL 2X8 LED TO CMU W/ GErz, EXP. BOLT NI 8d RING SHANK NAILS 0 4" O.C. MAX 0 ST. OF FLOOR TRUSS 8" CMU WALL AT 16' O.C. AND e" FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-1/7' EMBED. 16d NAILS 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION 3 -_ NAILING PATTERN V opppp aUa LLW PER ELEVATION � PER ELEVATION PER ELEVATION 24" PRE-ENGINEERED WOOD GINEERED WOOD FEVERY 2x4 P.T. CEILING FLOOR TRUSSES (SEE TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD G PLAN) MASONRY NAILS �,7•D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FORN HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED.TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSONHETA-i6Q SS PLAN) AT TRUSSES PARALLEL 37.O.C. MAX (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE: 314"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED O 7 O SCALE: 3/4"=T-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES ST RAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT D PRE-ENG'D WOOD S EE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/7' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <9W LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6'MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. 8 - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.G. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WAIL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• 0 SIMPSON SPH4 OR SPH6 BTM i/7' GNP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS, 2.4 SECURED 0d"EACH 's FILL ALL HOLES, DO NOT USE 10dx3' WEDGEANCHOR Wl Z' WASHER SSIN HIGH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLLEDED 010'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 0 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=T-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °` 8 TRUSS TOPOST CONNECTION SCALE: 34"=1'-0 °• A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. ! 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) l/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' BOB TO POST TRUSS CONNECTION Q L.B.W. 9a 9b POST TO SLAB CONNECTION SCALE: 3/4"=1'-0' A&B - SIMPSON ABU44Z POST BASE <U.1,900 G5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8& 26 16d x 2-1/Y' NAILS TO POST. A I C I I T II C T I Design Grou lna 141 N. RONALD REAGAN EID LONGWOOD, FL 32780 PH: 407.774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003326 0 O F a Isual)m ae LOT, SILVERADO LOT# 8 BLK 16 PROJECT1ry 03719.001-08161 MODEM "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/3Z' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/3P' STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM Bd RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F166 SCREW SHANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 23/8" 0.113 Ft6fi7 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O,C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMIENT SPACING ZONE 1: Bd NAILS R 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7A6 Bd RING SHANK GUN NAILS 0 4" O.C. •- TOP & BOTTOM EDGES , tD w o! LU RAFTER OR TRUSS —� ROOF SHEATHING I O = Z F- 9 0 3 m BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & IT) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16!'0 C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2J BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S W r�W/8 CK SC 6"-8" O.C. MAX W 7 DE HEWS ® 0 EQGES & 17' O.C. MAX IN FIELD. UNTHREADED U SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` � J\ 7 YP. 3/4" T&G SO -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TAVAVAVAV*­VAVAyAVAVA'�r��r�FAVAVA �iAi�iAiA AiAA\ ®ill �iLvAAAAAl.M©•A I A ATAV" A...A.A. AAAAAA I ®.. • • IL ROOF WIND DESIGN PRESSURES NET (GROSS} A9CE T-18 ZONE1=,]T3 ZONE8=129 ZOIEfi=�9 E3:Z' ?8.5 2CNE 3r=d5.3 ZqEh=d..3 B'= d'tl ENOlANE g3TANCF ASIC HIND SPEFA i50 MPH ExPOSLRE cwn:Garr."e^ RBK GTAOprv:Il PRESSURE OODF-E PRESSURE WEFFICIENi: -1-0 16 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER SRE TYPE SPACING 912E TYPE SPAaNO REMARKS tIQ PT FDRRING TO MASONRY/COfK CASE HARDENED COIL NAllt 1lY LONG. 0" GARAGE DOOR BUq( TO MASONRVAXXIC. tli"OIA NO WASHER iAPOONMA9]NRI FASTENER e„ /Y•EMSED..V" -q9T., I — EDGE q3T. SOD,AL. EXT.DOORS CARE HARDENED OOIL S'dC WYNGOWX]OORI FASTENED GAPAGEDWRAUCN SIB gA'OR EXPANSION Sq.T 18'pC (3lB"qA) d^EMBED., d"ENO 1x PT. SEE NOTES NEHAROENED 9TAOOEREq INTO MASONRY,WNC TO MA9JNRYxXNIC. WASHER L'O/C 0-1) 0^EDGE q9T. .NDDv:3ucic oqL s•pc ynNoowmoow FA8TENED METPIBTRPPTO CONTACT THIS ENGINEER FOR SPACING r Pf, SEE NOTE. NAIL „/£LONG. STAGGERED INTO MA90NRY/WNC MAsaNRY/aGNa. REQUIREMENTS EXT.—No DOOR q)118°gA -1AMDN' 111TEMSEO B' END. NON—NG— 1?° —N.,^EMBED. TEND AUCNtx PT BEElLATE8 NO—N. FASTNER 1B O'�O GIST, 1IQ-EDGE GIST. ALL TO CONC. SLAB WI WASHER BOLT �OlO DIST., Y EOGE DST. 3T WINUOW BUCK 0.13.°PAF�ZIA' 8^qC d ENO. g8T.,11? PT TO 6NOT COL., BEE WlW NL BTgp—S. - EDGE q9T. NOTES NOhB 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS MADE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, lx MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE, GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-18 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPoRBARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . DRAWINGSSEAMS LAPPED 8INCHE3 AND SEALED WITH ADHESIVETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE MATH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 202D, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP WW2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1054M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2` CHAIRS SPACED 3'-0° OC, EACH WAY. TO DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" E THE NFLO TRUSS DESIGNS SHALL O DRAWN AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RE R SHALL B ATM M 4 CONCRETE DEFORMED BARS, BA E S ASTM A615 GRADE O IN C NC E D E B R ,REBAR SHALL MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DEFORM A DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" D ROOF' LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED LIVE psf REVIEW. WOOD TRUSSES. 0TPR2sOCHOD—n-con—nt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #8 BAR - 47' 10 psf BTM CHORD nonconcurrent Wl5 BAR - 3030" #7 BAR - 42" DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf d ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE B, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20PSf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30PSf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, 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 TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5' M-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTMC94C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 16 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SKALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #6 AND SMALLER 2"FOR NS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS IAA FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDE 36' x 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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" (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 = 2000 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 26 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM VS.' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" 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 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY 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/A36M, Fy = 36 kst FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy a 46 W. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fy 35W. 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 F3125IF3125M 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, 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 ANSUASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S 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 BEARING DETERMINATIONS, FEASIBILITY & 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. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A E C E I T E C T• GrDe I Nn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 o� U RD 4 y O 9 aysDIV. & LOT SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEis "2558-HAWTHORNE" GARAGE EIr/II4G: RIGHT PAGE: DETAILS %.150,XPH © TRIM NAIL I + INSTALLED THROUGH FASCIA @ 16" O.C. MAXN 7O STAPLES INSTALLED ` THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA­/J-CHF }" MAX. DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @ —� 12" O.C. MAX (INTO NEL 30 7DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. [---SOFFIT 1D J-CHANNEL 3D STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT �3 J-CHANNEL }" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—+- i. SPAN'LJ-� SEE DETAIL'A'-' SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) Allk OFFIT SEE DETAIL'D' SEE DETAIL P EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSSMOI FBY OTHER 2-1/4" EMB. X2 WOOD BATTEN NEL 0 v DETAIL B J-L;HANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN ILY WOOD BATTEN @ O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO t WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR R WOOD (NOTE 1) 30 J-CHANNEL it DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 3.519 >tif •• If>T•I 375 EAVEIMDTH 375 �� •>{ .4 3.625 3.625 . (ROOF3 .66 OVERHANG) 5 \ 08 .03 12��-CONCRETE; A CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T I C T 3 GrDest +� LWGGZ D, FL 32760 �• V PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA S: 0003325 ro 0 14 L iLi cq 0 aulmly ac LOT 14 SILVERADO LOT# 8 BLK 16 PROJECT# 03719.001-08161 MODEEc "2558-HAWTHORNE" GARAGE STING: RIGHT PAGE: SOFFIT DETAILS 150 ARH E B Iq Aw