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35832 Morse Willow Ct
99 2 IP*, A '�950 99 u""�AMDEN FOR: RCODES 4HORMN ALL WORK SHALL C O PLY WITH PRE.VL'AIU1\1 FLORIDA 60� COD ING CODE, NATIONAL ELECTRIC OF ZEPHYRHILLS AND THE CITY ORDINANCES 12602 TELECOM C)RIVE, TAMPA, FL 33637 E�lEW ZEp N� � p�AN E�1 Tal= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -TPIr01MQA BIIDDDIG COM ABV. ABOVE LAV. LAVATORY DAIS DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 ng gpAL (90�0) ^� -•'* l �� �� C11Hl� YW YNA :OCCUPANCY -OCCUPANCY - RESIDENTIAL, CROUP R3 FINIS - VB -MDI. ]INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VBIc=150 W H Vasd=116 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL AND STATE CODES AD ADJ. AM AMP. BD. CL cnB. CLG. CLR CONC CPT. C.T. D. DBL. D.G. DU. DIM. D,SP. D. DS. D.S. DTL. D.W. EA. ELEV. EQ. EXH. EXT. F.GJFX. F.G. AIRCONDITIONINGTA THONREG ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUALGLA21D DIAMETER DENENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS MUM. M.C. MFR MIN. M.T. MTD. MTL. N.IS. O.C. PL P.B. P. PIT. PLYWD. PR. P.T. R. BAD. R.A.G. REF. RM. R.O. S.C. S.D. SA. SHT. SHTHG. SHWR Sim. SL. LUMINOUS MEDICINECABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGER TORILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EST DR SMOKE DETECTOR SINGLE HONG SHEET SHEATHING SHOWER SIMILAR SLIDING MMAS CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION �- ADDED 190-G ENGMEERhJG PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Ai —FLOOR PLAN PG A2B—FRONT AND REAR ELEVATION PG A3B—LEFT AND RIGHT ELEVATION "B" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01/25/19 ADDED OPTIONAL PENDENT LKaHTING At KITCF�N 01R5/19 FI)CED DIMENSIONS FOR STUDY AND DMING ROOM 02/15 REVISE SGFT CALLS 10/14/1% UPDATED LED LIGHTS PER D.R.HORTON 10/30/19 UPDATED LED DETAIL BUBBLE8 PER O.R. HORTON 11/0" ADDED FOUNDATION ON C%ARAGE BEARMG WALL ORM&W UPDATED SIMPSON CONNECTORS ILA. LISP aAMW ADDED 150-0 ENGINEERING • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQ.FT. CALL. S RpgpVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS 3/9/JO ADDED FRONT ELEVATION F' PER DRFIORTON 16T FLOOR LIVING 2,536 Sa FT. GARAGE 619 Sa. FT. ENTRY 65 Sa. FT. COVERED LANAI 193 Sa. FT. IA4120 D ROOM NAMES PER DHORTON CHANGEMD.R. 01/21/21 REDLINE CHANGES FROM ENE. FOR 2020 CODE CHANGE 01/21/2I REIDATHED xREP6 FOR THE 2020 PBC A.B. DESIGN GROUP, LLC. 1441 NORTH RONAL.D REAGAN BLVD. TOTAL 3,113 Sa. FT. FIN. FLR FLUOR FINISH FLOOR FLUORESCENT SL. GL. STD. SWS SLIDING GLASS STANDARD SHEAR WALL LONGWOOD, FLORIDA 32750 DRL FFIIG. DOOR F OOTING TEMe. SECTION Tel: (407) 774-6078 GA. GAR DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 GF.I. cL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.G.S. nP. TOP OF PLATE Top OF TYPICALICAL STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG SIAA—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT. OR HT ET. H HEIGHT INSULATION W/ WD. WITH WOOD PG 51.2—DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. DOCUMENTS. INT. INTERIOR WDW. w/H W.1. WINDOW WATER EATER WATER Hr]RON PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3—FRAMING PLAN PG S3.1A—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.lB—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG SN1—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A THINLY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngroup com AA.N:0003325 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813566.2802 1aysaiv a: L01' SILVERADO LOT #22 BLK SILVER] PROJECTIF 03719,000-22131 Mto 2'7 795-B GARAGE SWING: LEFT PARSE COVER SHEET 150 H EXP. B 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 11301.2.1.2 ANTE Want 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, ONSITE 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 Y. 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 Et. 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 ARCHITECTIENGINEER 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 STRICTURE DURING CONSTRUCTION UNf nL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2 AS PER SECTION R302&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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 4NCH 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 Y- O' 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. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' 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. I. 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 COVER N13S 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 FIMBHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-ClD63-198 &ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-CA063-19a & 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. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. EXTBnORCERAM 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 OBSERVA71ON 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 RENEW OF THE BUILDER'S / 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. EXTERIOR 30FF1fS 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.wm L AA #-. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813889-2628 FAX: 813-886.2802 81UBDIV. S. LOT: SILVERADO LOT #22 BLK #13 PmimTp 03719.000-22 mopm : 2795-B GARAGE BVFMC;: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B m D 01/29/21 SCALE: 1/4"=1'-O" SHEET GN �1 0 o�oiuU■■'n■■■■■■'o RI■■■■■O'oRIF �o■■■■■L° ol° ° - EGRES6 EGRESS EGRESS o GI •r' a► :o'// o •'OWo z off evil M 1 — Me I r oE��ii��IS mm D = !! ENCLOSURE - o !.Ia,. ' i P. �,,, ��. r .Q TO 11 I1 /1 LI TO "ANY IS . • O 13 r � ISIS - IS R gr7uLgP�� � g maim, aIS % = ♦. . / ISIS IS I■ IS a oBDRX2IS IS I■ I■ IS IS :.. IS � ME 0 o�lol� ol'_lo � I 1'25 SW ME c,�°I'°!Isar- '- SQ.FT. CAM'S 1ST FLOOR LIVINGS 2,596 Sa FT. GARAGE (PIS SN9. FT. BITRY 65 Sa FT. COVERED LANAI 193 Sa FT. TOTAL 1.10 SO. FT-JI RADIUS, CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-V4' LOW WALL 2'Xb' STUDS • 16. O:C. W/ 1/2' DRYWALL OOY'pBR ND O;AOp° ■D LDI08 eA■c r■o ®�De1aE FOR a ®Cpo lalels NDT� Sam EIE ■eanla■°STIa IBM11ai MN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SUPWS IB 5 23.4/-30.1 DR. MR CRITERIA SGD. MIN. 41 5 22.1/-41.0 CRITERIA 16010 044D. 112 1 5 205/-249 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=U. EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001■pOLDATB SHIM AND SECURE COUNTER TOP =5 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT BAR REa.FORCB'1G KITCFEN Q 4 BRACKETS AS MARK 3 NECESSARY. CADRJET TYP. CABINET SECTION A SCALE: NTS II FLOOR PLAN NOTES II - ALL OV ENSIGNS APE FROM FACE OF 1 V BLOCK WALL (OR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD UNO. - ALL MERIOR WALLS ARE 3 Jr UNO. - DRYER VENTED TWRO" ROOF (V , NOT SCREENED. - AIR C"MIESSOR SET ON 44X44' PO,APIED CON_ PAD. PAD BEGINS S' PROM EDGE OF STRICTURE. - SEE SWEET ON PON GENERAL AND STANDARD BUILDING NOTES. - ALL I LAD TABLE RD" TO NAVE AMC FAULT CIRCUIT NTERINAFrElt - ALL FULL NEIGNT BLOCK GALLS BETWEEN FILLED CELLS WWTNOUT OPENINGS ARE &MAR WALLS. FLOOR PLAN SCALE: 1/4' . I'-0' OPENING DTL. B SCALE: IFt • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-774-4078 wwwAbdeslgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 81341186-2802 19V75DIV, de LOT: SILVERADO LOT #22 BLK #13 PROJECT# 03719.000-22131 mop,E:: 2795-B GARAGE 8WWO: LEFT PAGE: FLOOR PLAN 15 H E H OF ATTIC IENTILATION AREA REQUIRED VENTILATION AREA NTILATION AREA X SQ. INCHES PER FT. (144) N. REQUIRED VENTILATION UPPER PORTION OF ATTIC 3972 SQ. FT. 1/ 300 3972 /300 13.24 = 1906.56 SQ. IN. = .5 X 1906.56 OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL#OF VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) S'-4' BRCS. 1 W E m'-m' FIN.' m'-S' Gil S'-4' BRG. HGT. _ m'-m' FIN. FLR m'-S• GRAc> (mk.)� _ FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH +/-20'-1' BLDG, HGT. ROOF Im'-m• HE� EL HCsT RATIVE LR rw W. CAP IN. FLR. m'-S' GRADE /MIN.) /----------------------- --'� I I I I PRE-E'NCsINEERED I I TRUSS I 9'-4' BRCS. HGT. I I (2) 2XI2 BM TRUSS TO BEAM I CONNECTION W/ S#'1PSON HImA OR LGT2 W/ Imd X I I' HDG NAILS, I I FILL ALL HOLES. I I 4x4 P.T. POST POST TO BEAM 4 9 I POST TO Cm I I I'-4' CONNECTION W/ c0 &"%ON ABU-44 I III OR EQUAL FOAM CAP i STONE VENEER m'-m' FIN. FLR — — — — — — — — — — — — — — — — — — — — — — — -- COLUMN DTL. A i I I o � le'�am• I = _ LOUVER I LOUVER DTL. B SCALE: IQ . I'-m' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003WS IF DRAFRNG By- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 6134862628 FAR: 813886-2802 BUDDIV. & Mll SILVERADO LOT #22 BLK #13 PROJECT# 03719.000-22131 1tO�EL- 2795- B GARAGE 8WING: LEFT PAGE: FRONT & REAR ELEVATION "B" 15 H EXP. 9'-4' BRCa. W.T. V-4' BRG. W.T. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ------------------------ ----------------------------------------- OFF RIDGE VENT -------------------- LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT I - EN n I LAm 10 Law. RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS o S'-4' ERG, W.T. 0'-0' FIN. FLR GRADE CMIN.) o5'-4 0'-S' GRADE CMIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAK 407-7744078 wwwabdesigrBrouP.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81340&2628 FAX: 813888-2B02 stmDIV. a LOT. SILVERADO LOT #22 BLK #13 PROJECTIP HOpEL: 2795-B GARAGE 19WWG: LEFT PAGE: LEFT & RIGHT ELEVATION "B" 0 MPH EXP. B ELECTRICAL LEGEND DESCRIPTION _10-DARD SWITCH SWITCH Y SWITCHER SUTC 4 jj1W BUTTON T TAT E RECEPTACLE (125v/20-AMP E POLE) UPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EGUIPPED TH G WLIND FAULT TERUPTERRAMPER RESISTANT TYPE) WV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) RIOR WATERPROCF"i GEPTACLE (GROUND FAULT RUPTER) 10V OUADPLEX RECEPTACLE ® ICV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) -0 EDUCATED RECEPTACLE I-0 L MOUNTED LIGHT ILING MOUNTED L*WT ANT L*WT OOD LIGHT SCONCE PREARRE FAN UTH LIGHT (I CFM PER SO. PTJ am BULB LIGHT FIXTURE tuna BULB L*WT FIXTURE AQAOOA BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LK+HT UTH PULL GNAW JNDER CABINET LK+HT ® 'x4' PLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LKaHT (SURFACE kW FLUORESCENT LKTHT (RECESSED) • O PIECESS LIGHT • CESS 1_I63UT (VAPOR PROOF) ILSJG MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OGATION) 1� -BOX !WALL MOUNTED) m -BOX (CEILING MOUNTED) FAN O.MOUNTED gFAN(I CFM PER SFTJ JACK DETECTOR (WALL MOUNTED) O DETECTOR (CEILING MOUNTED) ® D I UJG ) �S TV T FOR TV JAG! •-E' PORT • LOCATI OP 1 PFIONE OUTL E It PANS TO BE VERIFIED • HOMECUNER PRE -CONSTRUCTION MEETING. • ALL B / 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISION OF FBCR 1th EDITION (ZdlO) 1 NEG 210.T1 201� EDIT OFL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR • ISLAND !NOT ON KITCNEN CIRCUIT) • DISAUA81-ER DISCONNECT TO BE LOCKOUT W PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISION OF SECTION M15013 F CIR Tth EDITION • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • URNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISION OF FBCR 1Nh ED CY@Zlf?L • ALL WORK TO COMPLY UTH ELECTRICAL PROVISION OF THE FBCR 1TH ED C2020). • AI I I AI.4F'JA frJAl i R ARI e_rTCI'f _wy OIIILDE_O AND 1513 OF LIGHTING MUST BE ENEIW.Y EFFICIENT IIPE PER PJ3L. ENERGY COIJBERVA 'ION (RESIDENTIAL ENERGY EFFICIENCY) Zm20. 1th ------------------------------ COVERED LANAI j — — — — BEDROOM 1 — — — — — j PRE -WIRED CAFE CLG FAN I I J \ I WP ------ GLG PAN I \ \ - �T-j----------------- ¢ I GREAT ROOM VP L L BATH 1 I I I FOR � H(�_ —`Y - I - I ¢ I 'PRE -WIRED I CLG FAN I Hm --- i-?d�-- I _ I an" \\ 0 \= KITCHEN I I I MULTI-GEN BEDROOM I / \\ -------- ate\ I PLUMB �r i DINING E •• lL_ l \ ROOM i \ I CLG FAN LAUNDRY L----------1 ---- I I / SD. / 1 CLG FAN 11 PRE -WIRE L — — J SD/GO& "�----- I MULTI-GEN SUITE l3D/CO \ I PRE -WIRED ALI \ m \ • E \ I CLG FAN I I \ I L ---� _— 1 1 GFI • 44 — — — — OL ASMREa I 1 J I \ PER BLDG BL WALL I \ CODE L LKsFiT Ul/SU�M ATTIC I \ \ S 3-CAR GARAGE 1 \ �1 L------------ CLG. WI OUTLET ICLG. GFI OUTLET // 1 METER FOR OPT. I FOR OPT. / GARAGE DOOR IGAR A__ DOOR// 1 UP GFI FIELD OPENERVERIFY / I OPENER I I LOCI CFI I b ,'' CNIMES IRRKaATION 1 OUTLET I . -/------- EMY ---•----------------- COACH COACH Lr44T LIGHT UNION USE LED LIGHTING LED LIGHTING ® SINGLE LAV. ® SINGLE LAV. LAUNDRY ROOM BATH MULTI-GEN BEDROOM BATH W P Panel MAW - A PANEL:8A6"aLbeekw VOLTAGE: 120/24OV-i Ph MAIN: 150 Amp M.C.B FEEDER: 3 01 CU TIM(H 8 i-M Cu (G)in 1 1/2 C. OR 3-t2A1 AL TMVN t 1-t6 Cu (G) In 1 irT C. aw. rr. wpm c.wu awal arm r ..1. wa. m s 1 z m x m nNNbn Fund 10a0 s 5 4 6 .em G.U: t m x na PANEL -A PANEL: 42a beaker VOLTAGE 120/240VAPh It"; 150 Amp MI.O. FEEDER: "i Cu THWN 81- #S Cu (G)In t 10C. OR 3- SM AL TIM & I-tS Cu (G) In 110 C. wke N.r Ilr O.w.1 wf6 aem arum wrr M. m b r anw , In as ,em , a eaua m 2 ac Sit ew caR im nz , sur ANpine. Imo s s .Sm a1.r FNNw m 2 no m a AFa ;em im 1 1. Imo m nx 1 m lahar Foe Imo 1, 12 1500 ne nn m 1 m nz 1 m F . .. AFa Imo 1s a eom - x z na na 1 15 GIVRm.l.rf AFG m0 15 % IT Imo wain AN 1 m asf onAFG Boo w i nz1 r3 s r zI Lra1 rwe.tl Aabr cakJakmlYar 1610a zRaO lr1 bbnnalsla ak141.1e/IN OmmM Factor ABBREMnONS: AFa: ARC FAurclk:urwlslmvlFx �: rHFCO1CDENf LCAp aaaw FAu>iN1eo1N1vtmn N1m TWIbr Nlxibanagtda fM lmm araN lmA loam .ru r.o>< leave TWIAn;br aw _ lax mruw wai LOAD O CULAnON M fi S ON MC NONLO N)ENT LOAD >Nr Ceawer Ler Wrt m010 T.m /xwwl 1n.r Gera LI htn I Raw Ifs LoaO TNN IUL3 wfwt 2r95 13.r..r.l Vn f Rs 9W I . FI. 8785 ••+1•�• i at 65w&1gtt.t 100% 85 TaYI D.rr f Rr (w 84s0 - BEDROOM I � I PRE -WIRED I 1 n I I CLG FAN 0 I � I 1 '-6',( I ----- - ------------- LED LIGHTING @ DOUBLE LAV. El BEC ROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. \ WIRRAL NOTES. \ A ELECTRICAL MATERIALS MID INSTALLATIONS GWALL \ PRE -WIRED COMPLY WTH ELECTRICAL PROVISIONS OP THE men 9114 \\ CLG FAN EDITION CA0W LOCAL CODER. AND ALL LOCAL POWER COMPANY REGUIRE 1ENt0. \ \ Q ALL CONDUCTORS SHALL BE TYPE TWWNITHIN LeLM _ L NOTED OTHERMBE. cI �I��tZ1T z' I ELECTRICAL SERVICE PROVIDE 3 9 COPPER (CW N 1-I12" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 " ELECTRICAL PLAN 0°LN`IM E1LAM (AY'DIA SCULE Eo HEDPVC CONDUITITNSERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WRN THE ELECTRIC SCALE: 1/4' • V-0' COMPANY PRIOR TO USD. LED LIGHTING U DOUBLE LAV. BATH I PROVIDE MM CU, THUN . FK OI IN 2' CONDUIT OR 3 -1/0 AL, THM . 1% CU IN 2. CONDUIT OR 2/0 AL SEA! (CCNEUT TO TERMINATE A00VE SOFFIT • OVERNANGJ SERVICE DISCON ECCTT 8MTCW AND ELECTRIC METER N NOMA 3R ENG-OWRE 7EL94IONE S®NICE CAOLE T6.grm&. N ENTRANICO SlIMCE ENTRANCE eII,IPMe,T 1°.OlIR'ENT N mlfs EM EONDN6 TERMINAL AT LOU VOLTAGE CONNECTIONS 1 f/ CU SERVICE GROUND GONJECTED TO CONCRETE ENCASED POO" STEEL PER ELECTRICAL PROVISIONS OF THE emu EDITION (zta2ex SAY' DIA X 8 FT LONY COPPER CLAD 01100.410 ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 INVANAbdesigngroup.com AA N: 0003325 -A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FA%: 813886-2802 stmDm Ae Loll SILVERADO LOT #22 BLK #13 PU40JECT# 03719.000-22131 MOpELT 2795—B GARAGE BIFMG: LEFT PAGE: ELECTRICAL PLAN %150APH EXP. B I HB I I I v — 1 I I I I I Y m — i I I I I I I I I I I I I I I I —J I r 23'-2' ----� n I I I rt 42,X I I III I TUB �O0� I gill ® LAV. v. I= � I 5 =9' 4'-9' 5'-8' 2'-9' I 3i•-I' I OPT i Q' — I I � PRE-PLUI'18 — ---- ------- ' I I I I I KITCHEN SINK UU v ALTO VENT �n (OP i I I I v 2' vm 2' VTR 11`UA�'. I 2. t________—__ --- I �____ I I IIR' OPT, I I 2' VTR �. ------ ( I I I 3 I I I L — — — I — — — — — — J IIR 2 IR' LAV i I 20'-3' 2' U1: IIR' IIR 2' VTR 2' VTR LAV IR' 1 LAV 3' L.T. UL TUB '^ I LAV ROUGH 1 IR U1O 3 IN I --- a) I I I 1 I I IIR TUB LAV 3' 2' I 3 3' 3' 25'-9, u _ 2,_b. 21'_9• IIR' SNWR SFAUX.t u 2' MA Ur 3. 3' I SINK LAV I I I AV. I CO I I I I I wc. I 2' TO ------------ --J —_—_ MAIN O ---- PLUMBING RISER _ Q IL I 1 Q I A I � I � — HB I I I I PLUMBING PLAN SCALE: 1/4 • P-V 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeskgngroup.eom AA 3: 0003325 DRAFNN6 8Y: A.B. DESIGN GROUP DRAFTING INC. 543 BBEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2928 I.. 813-8862802 olillillill SUBDIV. & LOT: SILVERADO LOT #22 BLK #13 PROJECT# 03719.000-22131 MODEL: "2795— B GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 PH E . B HVAC NOTES m MECHANICAL PLAN SCALE, 1/4 . I'-0' L ALL MECHANICAL EQUIPMENT MALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2- ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SRA.L. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SWALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER F'BC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS 844ALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1T14 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS MID SIMILAR BATHNG FIXTURES 814ALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC lTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREAMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL 15E INSTALLED TO MFG. RECOMA"IENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® T14EF41CMTAT m PASS-THIRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM AIR RETURN �W/G1RE STRAP TO CONDENSER R T y 3/16 SIMPSON us ROLL STRAP SUCTION AND LIQUID OR EQUAL AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER SECURE STRAP TO UNIT W/ (2) EXTERIOR WALL 4' CONCRETE SLAB -BXI 1/4' $14T. MTL SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T GRANT LINES TO CONNECTION TO PAD PLATFORM RETURN CONDENSING UNIT NOTE: MAIN DRAIN DMA. TRAP DRAIN LINE AND TERMINATE a 12' R OVER HEAD @ FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL C ///---FIN. FLOOR OCA, PLUG BRONZE FL. PL.� / OR WALL, I'-6' / _— SEE SPEC. P-8'Xa' CONIC. BRASS PLUG Ll FN. GRADEOR PAVING OR EXTENSION TO FITTING OR R WASTE ASED EXTENSION TO SOIL I WASTE A8 240-K JOSAM 86000 REQUIRED INSIDE NICKEL BRASS TOP CAULK PTI/SPEC N SIB TE PLAN vFLOOR SLAB CLEAN -OUT (TYPN vEXT. GROUND CLEAN -OUT (TYPN 5 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesWgroup.com AA is 0003325 L5439 DRAFTING BYB. DESIGN GROUP DRAFTING INC. BEAUMONT CENTER BLVD. SUITE 1004 AMPA, FLORIDA 33534 PH: 813888-2828 FAX: 813-866-2802 STTHDIV. a LOT SILVERADO LOT #22 BLK #13 PROJECT# 03719,000-22131 Mopicl, 2795-B GARAGE $TIRING: LEFT PAGE: MECHANICAL PLAN 150 MPH 5U. B 2X4 TOP PLATE — PER Em A, PRE-FAIS TOM L*'CL& 1/2' ORYWALL Tltr SECURE 15T. — PLATE TO SLAG UV I0d MASONRY NAIL • 32' OTC. MAX FIN. FLR 2X4 WOOD STUDS •24' O.O. M-IM, a.ULiv in PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (�j�)TYP. INT. WALL (NON-BRG.) D 1 SCALE, 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLIO GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2APIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' FIBERGLASS SHINGLES WITH LNDERLAYMENT AS PER FBCR 605J1 ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED 5/0' GYPSUM BOA PER FASTENER OR IR' HIGH SCHEDULE STRENGTH CLG. BOARD PRE -ENS TRUSS SEE ENERGY CODE FOR98 INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE I,_®. PER ELEVATION 2x FASCIA PER TYR ELEVATIONS OH I INSULATION VENTED SOFFIT -4.1 _71BPECIFICATIONU3 ////------WINDOW ATTACHMENT PER MANUFACTURES, �SPECIFICATIONS I / STRUCTURAL /—REFERENCE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR, 4 bQ P.T. FURRING — STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES UATH UNDERLAYMENT AS PER FSCR SMIL ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS, MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. PLR n W/ WINDOW OPENING n TYP. WALL SECTION H L! NO OPENING NOTE: PER SECTION FBCR SM.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'•I'-C' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 w:w Gm Lw 2B GAS LINE THRU BLACK ® err%W.— FISERGALASS SHINGLES WITH UNDER-AYh1ENT AS PER FBCR 60511. ROOF SHEATHING T14IC104M AS PER SHEET SNL SECURED PER FASTENER SCHEDULE 9• 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER 64-EET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUS6 DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/4' THICK 2 COAT—// PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLI2j S' CMU 4 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' i 2X4 SIFF 24' O:G. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRKaH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER—// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR R46LLATION R-VALUES PER ELEVATION Ir \ 5/8' GYPSLM BOARD OR 1/2' HKsH STRENGTH CLG. BOARD n W/ WINDOW OPENING L1 R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bt2 P.T. FURRING STRIPS • 24' Or- 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH WDERLAYWENT AS PER FBCR Wb.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING T14ICKNESO AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE -ENS. GABLE TRUSS WEEP 60REED 2x P.T. SECURED PER STRUCTURAL DETAILS n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-V' w l 01-0' FIN. FLR 1441 N. RONALD REAGAN BIND. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA N: 0003325 00 DRAMNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813406-2626 FAX 813886.2802 1SUBDIV. Ae LOT: SILVERADO LOT #22 BLK #13 P�JECTU/ 7 - 1[O)�EL: 2795-B GAP_t0Z BVrING: LEFT PAGE: DETAILS 150 MPH W. B =L 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (1) 1,12' X e• J-BOLT 101 4' MIN. EI'IBEDM'B- WV2'X2'XVe'SIASER4NUT OR WV (21 T X e' ACHOR BOLTS X VS' WASNER 4 NUT ® SECIUE 2x4 ON RAT TO ax e NAIL& 7X8 GARAGE DOOR BUCI-C SECURED 9 WV (5) VP X VJ-BOLT OR AINCHOR 9 BOLTS. W 4' MN EMBEDMENT, WV 2' X 2' X VD' WASHER 4 MR. (I) WITHIN e• OF TOr (1) WTWN e' OF TIE DTM, (3) EVENLY SPACED. B ® IS 8 NOTES, ALL ANC44ORD SMALL BE N ACIC42WA M TO MANIFAGTUER'S INSTALLATION MTPN=IONS WERE 911PJ! NATYIGTIa A M 6T4MIf.Q4T GARAGE DOOR iiBUCK ATTACHMENT W—Vee+u. vr- 2XA. m SECURE TO BLOCK UV 3/16' TA CCNS MR SHANK SIZE .10 MN HEAD SIZE JIM MIN. EMBEDMENT 1 1/4•) WITWIN e' OF EACH END 4 IS' OCM MAX SPACNG. 2)(6, SECURE TO BLOCK WK2) 3/16' TAPCON6 MIN. SHANK SIZE J45 MN. HEAD SIZE 300 e' cm M61 EMBEDMENT 1 V4.1 WITHIN 8' OF EACH END W CMDRYWALL4 WCU M MAX SPACING. 614 P.T. OR 5/4x4' MN. V2' DRYWALL SECURE THRJ FRAME 4 ❑ I'X4' 2 co, cm ❑ EXTEND I-V4• INTO P.T. NAILER SECURE TO BLOCK ix4' BLOCK WV 3/1e' WV(2) 3)16' TAPCON6 PT NAILER TAPCONS DOOR CAST G MIN 814AW SIZE ME, IA6' OBD. X 4' MIN. Mkt SWANK SIZE J45 MN HEAD SIZE 300 MN WEAR SIZE 300 MN E 19ODPOW 1 114') DOOR WING MR EMBEDMENT 1-1/4' WITHIN e' OF EACH END WTWN 6' OF EACW END DOOR JAMB OR WINDOW 4 b' Or- MAX 4 b' Or- MAX SPACING ATTACH TO 2X PER SP.WGNG. DOOR JAMB OR WINDOW MANIFACTUES DETAIL& ATTACH TO 2X PER MAIFAGTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" r1 1LIND0II TO BLACK +3/4" OR +5/4" onw 2X4, m SECURE TO BLOCK WV 3/16' TAPCONS (MIR SHANK SIZE J45 MN. MEAD SIZE 300 MN EMBEDMENT I V4') WITHIN e' OF EACH END 4 b' O.C. MAX SPACING. 2Xb. SECURE TO BLOCK W10) Aft' TAPCONS (MIN. SHA , SUE J45 MR HEAD SIZE 300 MN EMBEDMENT 1 1/4•) v CCU UMT14N VOP EACW END 4 WOG. MAX SPACING. 1,12' DRYWALL 2Xe, tmD SEGUE TO BLOCK P.T. HAILER WI(2) 3116' TAPCOND (MIN. SHANK SIZE 145 Qll DOOR CA6NG MR HEAD SIZE 300 MN. EMBEDMENT 1 V4') WITHN VOF EACH EMD 4 b' Or -OR MAX DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE. 814M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n1fBV�01I TO BLACK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLACK +1 15/16" /11LBND0TI TO BLOCK +1 15/15' 2X4, m SECURE TO BLOCK W/ 3/16' TAPCONS MIN SWANK SIZE 145 MN MEAD SIZE 300 MN EMBEDMENT I VW) WITHIN V OF EACH END 4 b' Or- MAX SPACING. NOTE, STRUCTURAL. 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNROW.W NON-STRUCTURAL WK2) 3116' TAPCONS 3/16' TA'CON MN. 1-1/4' MIN. SWAN: SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD 517E 300 MN EMBEDMENT 11149 WTFIN W OP EACH END e' CPU 4 b' Or- MAX 61ACNG. 2XS. V2' DRYWALL SECURE TO BLOCK WK2) 3/K' TAPCONS I A4' P.T. NAILER MN SWANK SIZE J45 DOOR Wk,V. MIN. MEAD SUE 300 MN EMBEDMENT I V4') WITHIN V OF EACH ED 4 b' OG MAX 6PACNC4. DOOR JAMB OR UIDCU ATTACH TO 2X PER MANUPACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" �Tf TO HIACK +2 1/4" 2X4. m SECURE TO BLOCK WV3/16• TAPCONS (MN. SWANK SIZE .INS MN. WEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 W or MAX SPACNG. 2X4, m SECURE TO BLOCK WV 1/4' TAPC4" (MN. SWANK SIZE J4S MN. HEAD SIZE 300 MN. E'BEDMMEIT 1 1/4" WITHIN 6. OF EACH END 4 b' Or- MAX SPACING. 2X6, ® 2X6. SECURE TO BLOCK SECURE TO BLOCK W10) 3/16' TAPCONS WK2) V4' TAPCONS (MN. (MN. SWANK SIZE J45 SHANK SIZE .INS MN. MN. HEAD SIZE 300 HEAD SIZE 300 MN MN. EMBEDMENT I V4) EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 W =MAX SPACING. e' CMU W TNN 6' OF EACH END 4 W= MAX SPACING. e, �) 2X6. ® a I'll, DRYWALL 2XS, ® 1/2' DIRTW4LL SECURE TO BLOCK Ix4 SECURE TO BLOCK ix4• W(2) 3116' TAPCONS P.T. NAILER WK2) V4' TA4CON8 P.T. NAILER (MIN. SHANK SIZE J45 CA6 DNG SHANK SIZE ME, MIN. SWANK MIN IEAD SIZE 300 MN MEAD; 3" 1/16' OAlD. X 4' MK MN. EMBEDMENT I V 11 MN EMBEDMENT i V4') WTWN e' OF EACH END WT14N S' OF EACH END DOOR WING 4 b' OC. MAX 4 b' O:C. MAX SPACING. DOOR JAMB OR WIDOW SPACN- DOOR JAMB OR WINDOW! ATTAC 4 TO 2X PER ATTACH TO 2X PER MAIFA CTIJIE6 DETAILS. MANFACTUSRS DETAIL& MOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" Omwff T(N loner +9" 2X4, m SECURE TO BLOCK WV 3/16• TAPCONS MN. 614ANK SIZE J46 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') WRNIN VOF EACH END 4 b' Or- MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W0(2) 3/16' TAJ"4ZON6 3A6' TA CON MN. 1-1/4' (MIN. GNAW. SIZE J46 EMBEOtIENT INTO BLOCK MIN. HEAD 612E 300 MN. EMBEDMENT I V49 WITHIN VOF EACH END e' CM'lJ 4 b' O.C.. MAX SPACING. M' DRYWALL 2X& ® Ix4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 MN OWANK SIZE J45 DOOR WING MN. HEAD SIZE 300 MN. EMBEDMENT 1 V4') WTTNW S' OF EACH EMC 4 b• OG. MAX SPACNCT. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 1TMD 2X SEGUE TO STRUCTURAL ME BER WK2Md WITHN e' OF lTA()N BD 4 6' TO e' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER M~ACTUREB DETAILS. DOOR JAMB TO BLACK +3" ORW- •m RTnrr as' NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 7/16" r',,VlNDOW TO BLACK +3 7/15" 2X4, m SECURE TO BLOCK W/ 1/4' TA'GON6 MN. SWANK 817E J45 MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') WTWN e' OF EACH END 4 IS, = MAX SPACING. 2X6. SECURE TO BLOCK WK2) V4' TA C40 NS (MRL 69AK SIZE Jo MR HEAD SIZE 340 MIN. EMBEDMENT I V4') WITHIN e• OF EACH END 4 b' OTC. MAX SPACING. 2X8, CM SECUE TO BLOCK WK2) V4' TAPCONS MR SWANK SIZE J45 MN. HEAD SIZE 300 MN. E'BEDMEtf 1 V4') WITHIN 6' OF EACH END 4 b' OC. MAX 6PACNG NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TW ROUGNI NON-STRUCTURAL 3/16' TAPCON MN 1-1/4' EMBEDMENT MO BLOCK LV e'CHU 112' DRYWALL ❑ Ix4 P.T. NAILER P P.T. X 4' MN, DOOR CAEM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANNUFAGTURE6 DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" H 1fIIJD0W TO BLOCK +3 3/4' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774A078 www.abdesigngroup.com AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMP& FLORIDA 33SU PH: 813S862828 FAX: 813 BBfF2SO SVHDm a LOT SILVERADO LOT #22 BLK #13 PROJECT# 0- mop,zi. 2795-B GARAGE BV#MG: LEFT PAGE: DETAILS %150,.MPH EXP. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL8 MANUFACTURER CATEGORY DESCRIPTION VCODE EXPIRATION DATE 11473.9 SIMPSON STRUCi. COMP. WOOD CONNECTORS 202D FBCR 12/31/2021 11473A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 12/31/2D21 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 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 202D 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 104S62 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/ZD21 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/32/2021 10416S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2022 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104413 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR Z/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZOZO FBCR 3/31/2021 10531.26 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR IV31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 26503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/Z023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS OCT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS RIDING GLASS DOOR - 2020 FBCR IV31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBat 12/31/2024 15076-116 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 22/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 152792-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU OCT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 T14ERMA-TRU EXf. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/RDEUTE 2020 FBCR 12/31/2021 239565 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/Z021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 15216-RB OWENS CORNING - RHINO U20 ROOFING UNDERLAYMLNT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC ROOFING ROOF VENTS 2020 FBOt 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/310023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310A IKO SHINGLES 30 YEAR 2020 FBCR 1Z/31/20Z4 1S8.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2021 1441 N. RONAtD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com L AA a: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813886.2802 BLTHDiv. JO LOT SILVERADO LOT #22 BLK #13 Fmon CT/ 03719,000-22 mo�2795- B GI►RAGN 1l'WMG' LEFT PALM PRODUCT APPROVAL LISTING 1WNMPH EXP. PREFORMED CONTROL JOINT FLANGE CF CONTROL JOINTS Td BE WPM TED TO LATH - V OG MAX (VERY_. NQM DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STib EXISTS BEYOND EXCEPT STAPLES WV SGECURRK OCH I�ROI JOINT T@P. DURN6 INSTALLATION ----\ FASTElERB TO BE SPACED • TOG MAX VERTICALLY ]' TNM 3 COAT CUNT PLASTER WARS LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED h' (VERTJ Or— MAX AT SUPPORTS WRB LAYER % STUCCO WRAP WOOD SFEATNNG LATH SHALL NOT -- -- BE CONTKII *-Tor TFRGVGN CONTROL \ JONTS BUT SHALL BE STOPPED AND TIC AT EACH SIDE. PER ASTM 0063 PLACED PLAT 6' S PLACED SLAT MAXrwx r• To r• FROM C40NTROL JOINT WEN \ CONTROL JOINT FALLS ON BASTE ER6 FOR LATH TO DE NAILS ON - STAPLES IN COMPLIANCE IIV ASTM CMS 2. WRE TIES TO BE (NO. 0) 61 WRE / 3. BLOCKNG SHOW MAY BE N ADDITION/ \ TO-- STUDS FEGSIIRED PER PLAN 1 M" TYPE CONTROL JOINT OLRILO NYYp-P.A OL RID N41O. P.A 1 OWN - Pr.l 1 CR4A1111 . Mr.O OLP NIMM-Pr. A R. C7tDA41l . P.. ® IMQ.o NYYO •P.A 2.OEA6 - Fr. Ol 1 RAN - P. C a FO.o P. c ovBe P. l TLL P. C Tot1OlR .rn,ort RJ.IRI Qp Rl �TM+- r lot,nl, rM.Alul SKARaTBR MD, wm FOLD, lg f THICK 3 COAT CEMENT PLMTER (PRAM VN- 2 t T COMW Ft.N.R(o.o WRB LAYER Q, FORMOM BUILDING PAPER erIwa C w WRa LAYER'1, STUCCO ~mRAm GNLY) la.L rlAeWln/ L-QR H.AWMRY (!Q 1", AIM WTALL KX 1LA41Rrl AT IROROI w FM' ff . .ALL NI!mmearl ► MOTE. APPROVED BULDNS WRAP SMALL BE LAPPED A MINIMUM OF r' • VERTICAL LAPS (ROLL SNOW 4 V - HORIZONTAL LAPS, ALL SEAM! NEED TO OE TAPED WTM FORTIBER SWE.ATMING TAPE / I' AN LM . FlTAL LATH \ LATH VERTICAL LAP TO BE I' —� METAL LATH SR6 LAYER'L STUCCO IURAP �B ILDNG p FDItiFIBER/ \ / 2 -'\PAPER LAP SCALE, I IR'.I'-O• ® KICKOUT DETAIL m U.1F NOTE. SIDE LAPS OF METAL PLASTER BASES SMALL I3E GBOU RED TO FRAMING MENDERS. TE7 BMAL.L w TIED OETUIIIIIIIN SUPPORTS WITH 0O4TS-N (121.1 M) WINE AT INTERVALS NOT MORE THAN MY (226-MIMU AS PER ASTM CIOr3. FOR REPAIR OF TEARS N WRD LAYERS. TEARS MAY BE PATCHED WA40IOE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK I i' PLASTER 3 COAT GI8•ear flIPLASTER METAL LATH am LAYER •2. FORTFMBE BALDING PAPER EUVOO SIEATNNG WOOD SWEAT BU4DI PAPEF STUM ; LOJ Z4 VA#.9 D's I 'INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REGIU RED TO SECURE PIPE(WIE TO FRAMING WRB LAYER 1 STUCw ~ WRB LATER 4. FCRTF ISER SUIT I(- PAPER METAL LATH iSri' SELF-AlO ERNO MBMBRAME FLASHING OVER 4*t4' SELF -ADHERING M WEIRA►E FLASHING OVER APPROVED HOUSE WRAP. FL96NNG TO EXTEND ONTO PIPE 41r.4' SELF-ADIERI MEMBRANE FLASFING OVER APPROVED Wi' CONT. BEAD OF SEALANT INSTALL APPROVED NOLMML4P AIR INFILTRATION BARtlER OVER 61EATNfY BLASTOMERIC COATING OVER STUCCO) C.V. FNISI (WE TYP WALL SECTION) SECTION PER SEC B4rW MSrltnd�o 4MYIR Exterior use aI poffland cement plaster Whae mmply lAM the ap0lcWIw requirements of ASTM C 92G18L Irmt,Aatbn W e#Wdor II end tran*q sh.1 c-Vy vAw ASTM C 186319a, w ASTM 1787. APPROVED HOUSE WRAP. TO ExTF+J4D ONTO PIPE I. OR LESS PIPE CUT WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 'j' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) -METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z CNAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING- N.T.S. STEP ry PIPE N.T.S. 4• G. TION DET LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO i5ar' SELF-ADWEIR64G M®'DRNE PLASHING (COMPATIBLE WV MOUSE WRAP MATERIAL) OVER 4W' SELF-ADNERIII M®-DIME FlI OVER APPROVED MOUSE IiRAP. w_ASWUNG ro ExTEHo orro PIPE x—x—x—x WOOD OR 7/16 R ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE; METAL LATH: LATH TO 5E PER SECTION R'103,1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF 1 1441 N. RONALD RFAOAN BLVD. ORLANDO, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 BLJHDIV. do LOT-. SILVERADO LOT ##22 BLK ## 13 PROJECT# 03719,000-22 MOpELM 2795- B GARAGE SVIING- LEFT PAGE: WALL ASSEMBLY DETAILS IM MPH W. B INSTALL 6' SELF -ADHERING ME7'mRAE PLASHM OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BECLIEN E OF FLASHING TO BE, X: 1. BOTTOM. 2_ SIDES, 3. TOP VENT CAP 16 TO 0E SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT - WATER AWAY FROM JOINTS. -�• E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL X JOINTS AND INTERSECTIONS r 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& y+ CAULK:I G. • JOINT ALL AROUND I I PER SECTION R103.7 Exterior Islh4RD and olaelaft BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X- 1 I k Installation of exterior lathing and framing �. shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER -1,.- STUCCO WRAP aX. HOODED VENT THICK, 3 COAT CEMENT I PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SFEATHING DRYER VENT (FRAME) WOOD SHEATHIJG LATER STUCCO WRAP LAYER 4, FORTIFISER BUILDINCs PAPER Il000 CON67tICTIQJ METAL LATH v Cm VINYL CASING BEAD 6' RAISED BAND k• ro Jf• C112WgLL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MABONW BEFORE APPLYNG Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84Z-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHMCs UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TNROUGF{ / WALL1 6' SELF ADHESIVE— FLASHMKa (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. 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 "I, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER —7{I' TO X' MID -WALL WEEP SCREED WDOD CONBTRJCTION 6' SELF-ADHESIVE FLASHING a cry --------- 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 )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER q, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH VS• TEXiIAIED FINISH • WOOD .FASTEN TO WOOD STRUCTURAL MEMBER • T' OL. MAX IV TPO x L V WIDE STRIP SELF ADW61VE FLASNIICi, CLEAN MASONRY BEFORE AFl9-YN's V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' UIRB LAYER '1, CUT OPENING IN STUCCO WP RA APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT -A' INTO WRB LAYER "I, SELF -ADHERING 1 STUCCO WRAP MIEMMBRANE FLASHING LL9 APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE R' OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 STEP N2 APPROVED HOUSEWRAP WRB LAYER 01, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 'Or MIN SELF -ADHERING NO MEMBRANE RA'D' FELT CdDE MEMBRANE FLASHING ENTERS BOX _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP It RB LAYER'2, FORTIFIBER BUILDING PAPER STEP 1*3 STEP #4 APPLY E-Z BEAD OVER b0 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS A COATING &METAL COATINGTING OVER R STUCCO1 C.V. FINISH (SEE TYPICAL WALL SECTION) LATH STEP 05 STEP N6 l 9 1 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 312750 PH: 407-7746078 FAX 407-774-4078 wwwAbdesigngroup.com AA B: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 8138862802 ausDIV. aR LOT: SILVERADO LOT #22 BLK #13 PROJECT# 7 - "OpEL: 2795- B GARAGE STIMCk LEFT PAGE: WALL ASSEMBLY DETAILS AN MPH W. B 01 FE DATE: 01/29/21 SCALE: 1/4"=1'-0" SHEET WA2 WOOD SN CONSTRUCTION T)s' HAT CHANNEL 'TYPE x' DRYWALL WOOD SHEATHING I WRB LAYER -1. STUCCO WRAP THICK 3 COAT C PLASTER WRB LAYER 9, STUCCO WRAP AMICO A166-11AIL-180 CUSTOM CASING BEAD EXr. WOOD PP Q ED WALL .W I5 LAYER 9, SUB -FLOOR DECKING STUCCO WRAP WIRE LAYER 42, FORTIFIBER PIE:-ENG9 TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT WEATHER RESISTIVE - BARBER PLASTER WEATHER RESISTIVE- 6' OAF. 0 TOP OF WEEP SCREED SARRIEIE 4 TO SHEATHWS BEHIND VEEP 801EEED J7��3 COAT CEMENT 4' POSITIVE IN WEEP SCREED METAL LATH WOOD SHIEATHING— NO GAP INFIELD —� (SWILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. 1 nOA _ SCALE: 1 V2'.V-9V' y' 6'SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEEATWMG BELOW —WiB LAYER -1, STUCCO WRAP — WRB LAYER 4, FORTIFIBER BUILDING PAPER V SELF-ADHEREMG FLASHING WRAPPED • CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-84l-14a, MIN. 2.5 L56. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M RESILIENT RESISTIVE H 'T C44ANNEL BARBER 42 VINYL CASING BEAD Ll i' THICK 3 COAT CEMENT PLASTER 5/0' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J* THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM I:Cee P!-_OCeA VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 BEAD i' THICK, 3 COAT CEMENT PLASTER 5/S' TWALL METAL LATHXTTED WOOD SHEATHINGINISi' THICEMENT iCASNGAD HEADERAMAM PLASTVINBEAD VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED VWBEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION COLMN SHEATHING - LLEATHER RESISTIVE DAR\RIER'1 T4ER RESISTIVE BARRIER •2 SAF. PEEL 4 STIFIC 116'0' 'L' FLASHING FILLY EMBEDDED M ROOF CEMENT I V X 3' 26 CA GALV. METAL DRIP EDGE X* GAP FOR BACKER SET M FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, V MIN DRY UNLL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE I' THICK, 3 COAT CEMENT VINYL CASING BEAD BARBER M -LASTER vINYL R eEm I_, WEATHER RESISTIVE WATER PROOFING Yt I BARRIER 4 LAYER (2 LAYER PEEL "`' EXTERIOR COLD MI LEGEND- 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. DRP EDGE STICK) EEL 4 BTIG BET IN FULL BED OF 6' PEEL 4 SEALANT, A. MWt STICK • DRIP SPACE FROM DRIP EDGE TO DECK FACE TO TREX )e GAP FOR BACKER I is -XI % P.T. OR SWWJLATED ROD 4 SEALANT WOOD (TREX) FILLER S CASING BEADCONTM10U8 --_� WATER PROOFING rt , HEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 9 CANTILEVERM+ 6' PEEL 4 STICK • 1', DRIP E TOO DE DEG( OVER DRIP &J5 FLOOR � T�®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FW. BED OF I Jf'ld V P.T. OR SfALATED SEALANT,N MR WOOD (TREX) FILLER SPACE FROM DRIP CONTMUOt18 FACE TO TREX V GAP FOR I FWD 4 SEALANT WATER PRDOFING Yt FINISH LAYER (2 LAYER LAYER 12 LAYER PEEL 4 PEEL 4 STICKI STICK) WRAPPED FROM 314 RESILIENT BALCONY DECK TO 14AT CHANNEL CANTILEVER Zhu %' THICK 3 COAT CEMENT PLASTER METAL LATH -.-..-.— .... _W..., .ot-samilich-missim-maximmism-91100K WOOD SHEATHING WR 47UNED 4 PAINTED BAIWytlER FINISH WEATHER RFa PLASTER 3 COAT CEMENT BARRIER 4 L a PONTIVE t VINYL CORNER BEAD n�eo rVneci VINYL CASING BEAD ND GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 4 6' SAP, \PEEL STICK I)WxY V FLAS44W. DRAINAGE PLANE (UJR5 FLOOge � Y EMBEDDED ROOF IN ME X 3. 26 E GE METAL DRIP EDGE SET IN RILL BED OF SEAL ANT, K'MIN. LATER •I, STUCCO WRAP) UJR5 LAYER 'w2 (FORTIFI5ER - - - - - — , — BUILDING PAPER) �® I )j'XI %i' P.T. OCR SIMULATED WOOD (TREX) FILLER CONTINUOUS SPACE FROM DRIP Ys' GAP FOR SEALANT vINYI OTHE AYE CASING smd= METAL LATH %� —%�—%�—%� OPT. BACKER ROD. WATER PROOFING Mt MODPIED 90 LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING eEm CANTILEVER THICK, 3 COAT CEMENT U100D OR 1/16' ZIP UJALL SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTUQED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - FIN18H i' THICK, 3 COAT CEMENT 4' POSITIVE DRAM WEEP ScReen PLASTER VINYL C�'ER �D—/ / (SHIOUN FOR CLARIFICATION OF AD � VINYL CASING BESEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER 41 3 COAT CEMENT STER 21/2' !'.2SWj e:ceD FASTENED TO SHEATHING • T' OL. MAX. WEB LAYER -1, STUCCO WRAP WOOD SHEATHING METAL LATH lU7B LAYER 4, FORTIFIBER BUILDING PAPER SPRN���� k 2 1/2' k COMER BEAD (FASTENER 4 SPACING s i' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER 9, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDMG PAPER\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE SHEATHING WRB LAYER 01, f STUCCO WRAP i WRB LAYER 02, FORTIFIBER ' BUILDING PAPER it i METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) UM LAYER 02, FORTIFIBER BUILDING PAPER I METAL LATH i' THICK, 3 COAT CEt PLASTER &'SELF -ADHERING FLASHING DRIP CAP — WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-774,4078 www.abdlsigngroup.com AA A: 0003325 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. S439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 818898-2628 FAX 81358 =. BVHDIV. & LOT. SILVERADO LOT #22 BLK #13 PROJECT# 03719,000-22131 ato>�are 2795- B 43ARAGZ Bw ' LEFT PAGE: WALL ASSEMBLY A0TAILS PH E B WOOD SHEATHING WRB LAYER ^, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDMG PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARPTY) WRB LAYER N, STUCCO WRAP SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER LAYER 42, FORTIFIBER METAL LATH — }' THICK, 3 COAT PLASTER —C FLASHING WINDOW FLANGE ' CASING BEAD 0 WINDOW (15CF (FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER +I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDMG PAPER J' THICK, 3 COAT CEMENT — PLASTER SHEATHING U)RB LAYER 01, i STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) BEAD 0 RAISED SCASING BAND (FRAME) SCALE: I I/2'=1'-0' & GAP n-P �' T141M 3 GOAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER w STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFISER ISUILDNG PAPER SIDINGS WOOD BATWING w cc WR)g LAYER M, BTUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHMCs OR PEEL 1 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) ulo0o SNEATNNG WEATHERWEATWER 11EBISTnrE B.4IOEER , , i RESISTIVE �41BARRIER -2 ` \\ Uri a PLABNNG 4 �` 1 UWATMER RESISTIVE RIER q STARTER STRIP ` \ WEATHER RESISTIVE \ \ BARRIER 4 I PLaSI+►idrLNING , \ —� GALVV METAL ' Fw METAL •r PLAS14bn I Y.' Y 6• ffift, ED WOOD TRIM F6•111SER STUCCO CASKS TRIM MEMBER I \ ` / OR AFrROV D SEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME � 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Wood CONSTRICTION BEYOND S'SELP-AONERMG RLbHNG WI HOD BFEARING WEATHER RESSTIVE I BAD, WEATHER RE"TIVE IIIIIIIIATHM SISTIVE \\ W MIN, ABOVE OP BARKER Q GONG x /, / , OF 2' PLASNNG I WEATHER RESISTIVE S' BELF_A,DNERNG \\ - BARRIER, FLABNNG /MEATWINt BARRIER PIKMTIVE / ` \ / STARTER STRIP I 4 DAJtPtM WEATHER BARRIER —WEATHER RESISTIVE BAPMER, TO LAP S' MN ABOVE TOP OF W FLABIWIM WiEoo` r" e�ER i PLABNNG-A��' SIDING TO STUCCO ® FRAME TO FRAME � � TRANSITION 1.7 RESISTIVE KIBLE PVC WOD) I1eESISTIVE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 82 (FORTIFIBER — • — • — — BUILDING PAPER) METAL LATH X—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINO 2X FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/ , FLEXIBLE PVC BACKER RoD) —WRB LAYER -1, STUCCO WRAP, :&:EPLr-r D AROUND FRAMING MEMBER ADHESIVEFLASHINGD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ,V4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 62 FORTIF15ER WINDOW FRAME —� WOOD SHEATHING �17 WRB LAYER 01, ; STUCCO WRAP I 6' WIDE PEEL a STICK WINDOW FLANGE OVER FLANGE I I E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP r,,__�\EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774AO IS wwwAbdesigngroup.com AA N: 0003326 mmW DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. IS 43s BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813386-2628 FAX: 8134SM2802 Ip UBDIV. do LOTilSILVERADO LOT #22 BLK #13 ROJECT* 7 .0 — 1[OIp,EL 2795— B GARAGE SWMG: LEFT PAGE: WALL ASSEMBLY DETAILS MPH EXP. B TBTR OAI LD LLY — FO-UP • SECURE HIOUSSRAP (OE CUr HOUBROPAP TUCK FLAP U OW AT 46' ANGLE A LEAD 1. tIC01046DHOUSE M' O!f T INNOUSBRAP LINE OF OPENING I FOLD HQMB~ N AT JAMSN N OIL A PINOVSD HOLES~ OVEN SIlATH M OVEN w SD STIR uI SLOPE SaL Ra w EXTERIOR STEP 1 STEP 2 PLASMAS OVER VINYL HEAD N.ASHINS (UM DA'MNALNG, ILAIOB INSTALL Y SELF-ADIEIEIG ♦ QED SELF -A WIMN6 MAIL�NG,�RA ME AT ks� RawNs T rN yy.NSIS BEYOND JAM PLA04M ?. INSTAI VINYL L CAP EXTEND FL.ASUM MEN M BELOW GILL PUCK OLE R.ANWG DO NOT SEAL BOTTOM F~ STEP 6 ALIGN FL.AGHNS WV wt. now OF SILL MO. IS;QUNCN.LY FASTEN PARED EDGES. (CAP NAILS. STAPLES) INSTALL DUPONT FLE)@~ AS TN HL.ASHNG, AT THE POW MOUSE~ DOM • TANS DIAGONAL CUT ACROSS HEAD O willom HN INSTALL WINDS S AD4HNE - BACKED FLEXIBLE FLASHING, MATERIAL OVER ORP CAP JONT(PROTECTO-WRAP BT-]OM a BCWv) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS APPLY MI HA!(o EGLAL)SEALANt. FLUD APPLIED FLASHN6 (LANCO WHITE -SEAL RC4M OR E44i A NAPE GILL TO EX NQM L IT E THE CONTACTORS REM CNtlIBLrr TO vCRFY THE COMPATOLITY OF ALL PRODUCTS NCLIDIG HOLN B~ SEALANTS A SELF-AC*41M , FLASIMf! MATERIALS NEED Mae" CONSTR)CTIQL . INSTALL ALL MATBtlALS PER MANFAOTUI WRITTEN SP£CFlCATIONS WififfibiNk SEALAUM MAY MALT ADVERSELY F NOT ATIMA AND SEAL JAMB TO SILL JOINTS WITH INS FOLLOWW. COMPLETION OF rllTFOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE S'PLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER NTRL60N 15ELOW THE UJINPM OFIENWs rREAL INTERIOR PERIMETER OF WNDOW WITH 6EALANT MGM LL IT 16 THE CONTACTORS INESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NG-UDM SEALANTS N 6ELF-ADNERN6 R.ASHNG MATERIALS USED DURING, CONSTRICTIO/ 1 PLAGRIMS AT EXTERIOR WRDOIS AND DOOR OPEW46 SHALL BE INSTALLED N ACCORDANCE WTH MANUFACTURER* INSTALLATION StlTRUCTIONG AND APPROVED METHOD U OF FBC S W-W U N ACCORDANCE NTH F@ESTRATION MANFACTUER& INSTALLATION AND MLA014W NSTR CTION & WSENk SeaL&M MAY REACT ADVERSELY P NOT COMPATIBLE. WALL FLASHING INSTALLATION �ZDETAIL (MASONRY) L U SCALE. 3(K'.1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONr CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 5134BS8-2628 FAX: 813686-2802 suDDIV. Ae LoTil SILVERADO LOT #22 BLK #13 PROJECT* 03719,000-22 xop,EI, 2795- B GARAGE SMIIBTG: LEFT PAGE ASSEMBLY DETAILS: WINDOW ^ASIIWG 0 VPH / / �" \ \ / \ .t•, l/8' TEXTURED / \ FINISH 0 WOM, �----------------}---- —' \ 2x6 SUB -BAN} Vl' TEXTURED FINISH • CMU W/1'x4' NOTCH ® r IeraL LATH /--------------- - — - — END, WRAPPED IN PEEL 4 STICK METAL Fa6ola wlzaP WOOD SHEATHING OR 1 UAM LAYER 01, I I — DRIP EDGE d sTueeo uIRAPCFRerE I--------------- --- - - i I oNLn WR5 LAYER 4, FORTIFIBER BUILOMCs PAPER 1 ll8' o ! ' � 1/8' TEXTURED I \ FINISH ®WOOD _ _ j 2xe BUB Barn ` (FRAME ONLY) RODFMs CEMENT In' TEXTURED \1 �\All. FINISH ®GMU % DRIP EDGE �� < ✓" / METAL FASCIA \� WRAP Ye' FROM �, © PLAN B META_ KICK our \ a. STUCCO, I FROM \--------------------- �� WOOD AL EXTERIOR WALL {� (FRAME OR CMU) !c `\\ NOTE: NOTCH FOR 2Xro \� �\ SUB BAND ONLY ®ELEVATION ®PLAN A —ROOF KICK OUT REMOVED %% FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I. OFF WALL (NOT INTO STUCCO) ``��/8' TEXTURED FINISH +� / WOOD, 1/2' TEXTURED / FINISH ® CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -SAND WM'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cam? WALL / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _'i SUB BAND DETAIL® WALL W_/KIC K—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/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLAND0, FL 32750 PH: 407-774r5078 FAX 407-774.4078 www.abdosigngroup.com AA /: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8194186-2628 FAX: 813419W2802 So SUBDIV. de LOT SILVERADO LOT #22 BLK #13 PROJECT# 03719,000-22131 mopla., 2795- B GARAGE 81WMG: LEFT PA"WALL ASSEM,QLY DET SUB-10AV4DI 150 M H IEXP.1 Bjf SLAB - 50'-0" TOP OF `3'c6%� 27'-2" 18'-0'4{' SLAB ------ — — — — — — — — —� ```� — — — — — — — — TE 1 3 I FM-16X78 � w q•-q• `` 3'-2' 3,-2" 10'4" 8,-4" F2-30X301 ``` `�``. m Lt 4" CONC. SLAB \�`` 4• PVC `"``CHASE F1.30X30 J a I y q %` � IL '-4" 9'-2" 5'-10" ` I @Z 1 -31/2"y c % 1.1 1' PVC CHASE �I ci FOR ELEC. �``� EXTEND FM-18X18 1 O ISLAND 'T SLAB 1 1/r 1 IlL ja•` `�` `` � I 2r-2" N - 0'-0' ` TOP O-1 M `, SLAB � FOUNDATION NOTES \``` I 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR L TE=1 I COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0', 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED ` ``�4. OTHERWISE. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. �5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN F�`°TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS q1&.dL ` m ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL %\ ` `\ DRAWINGS. 4 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. %'1%` t 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS ih I `�� AND WITH THE MANUFACTURES SPECIFICATIONS. co `%%� 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. Im `�`� I ' 11.0INDICATES #5 BAR, MINDICATES #6 BAR, ENDICATES #7 BAR VERTICAL �\ REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE 0 o I HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" `a HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 1 I iv 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE R N 4 20'$" 1 29'4" I4 SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS V iv BEEN DELETED UNLESS NOTED OTHERWISE. I M 14. VERTICAL REINFORCING IN CMU SHALL BE #SS AS SHOWN ON THIS PLAN, UNLESS ih I OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: N I 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 402/602-16, BUILDING CODE I a REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. I INSPECTOR NOTE: II I 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING ---_-+ I CODE, RESIDENTIAL, 71h EDITION N m YS� I "iill I fV TE2 — I L--__ TE-2 ^ I 1 — — — g N 1 ,., _ I $ 1/2 5 r_3• I 18'-10" 10'-10" ' I EXTEND LLI SLAB 1 1/2" io 2 v 11 I O1 Y v 1.1 w N a 1.7 M-16X18 N QJ I I w Ft-24X24 .� o m '2 -3 1/2" Ij� m 11• I� FMC-16X18 3 CON SLAB I ' . I LL 4 2 4 Im t 1.1 a a' FM=1 18 9 5'�" - I -7 112A 4 U� Y FM-16X18 FM-16X18CF1.24 TE-1 �" V FOUNDATION PLAN 4;5.-0• 20'-0" 9•-4" 7'$" 13'-0" SCALE: 1 /4' = 1'-W 501-W SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6z6 W 1.4zW 1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16z18 16" CONTINUOUS 18' - (2)#5's FMC-16z18 16" CONTINUOUS 18" #6 IN CURB VARIES Fi-24z24 24" 24" 12" 2 a s - -)8" BELOW GRD TEA 8' SEE PLAN 6' - 1 s TE-2 8" SEE PLAN 6" - s _ (-�'.0" CWC-12X12 12 CONTINUOUS 72' - s #S IN CURB VARIES Ft-30X30 30" 30" 12" (3) #6's (3) #5's (-)8" BELOW GRD F2-30X30 30' 30" 12" (3) #6's (3) #6's -)12" BELOW GRD ]A41 N. RONALD REAGIIN BLVD. ORLANDO, FL 32760 PH: 407-7746078 FAX: 407-774-4078 w ww.abdesigngroup.com AA #: 0009325 DRAiRNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONf CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 819486-2802 9UHDIV. ie LOT: SILVERADO LOT #22 BLK #13 PROJECT/ ato�E>I� 2795—B GwRwcsE awurG: LEFT PAGE: FOUNDATION PLAN 15 1S E 3(r MIN. EACH WAY MONOLITHIC FOOTING i P STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •° CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND oa }} SPACING REQUIREMENTS Y C SPACING REQUIREMENTS vs t < a Q W m 0 W Y_ oo Cy QI n; FM �y i 8"CMU WALL O 8" CMU WALL �� I CORNER 8AR8, SAME SIZE AS LARGER BAR O . i �O — i- 0'-0" e IN FOUNDATION WITH 3P LEG EACH b .- p-p•�" "'lll .. d el•,{' ( Wqy AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB { °� SO THAT THE STEEL REINF. IS CONTINUOUS / I MATCH AMOUNT OF CONTINUOUS BARS • f - ° EXT. PORCH SLAB / SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (Z-STORY) • IIL/ -VARIES SEE SLAB SCHEDULE TO° OF GARAGE I �I .� " a. I CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE W/ 12' ISOLATION � JOINT (WHERE - •. • 6' CHAMFER (2STORY) 18" #4 24" EXT. PORCH SLAB W/ 1/2' ISOLATION• 4" CHAMFER (I -STORY) -' 6"CHAMFER (2-STORY) � ° APPLCABLE) i SEE SCHEDULE #6 30" JOINT (WHERE. • • EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE) i_ c FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N AND BAR QUANTITY #7 36 #7 42" iv AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (i.. 2 TO 3, PROVIDE 2 BARS), UNO r,—"\EXTERIOR MONO -FOOTING r_,_�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL U SCALE: 314"=1'-W GARAGE DOOR LAP TOP PLATE A MIN. OF 4V' RECESS AND NAIL W/16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT w g j LAP TO OCCUR OVER STUD OF WAIL W/ PLAN WLLI g+ w= 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING y w WALL W/ SYP W O d I > NEW REINF. BAR a No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE TO SLAB Wl SPACING. SINGLE BTM. PLATE 125c9" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP CURBFOR MASONRY UNITS SET O SECURED W/ 2- PART g PLATE WASHER SET IN HIGH STRENGTH 1" 2" CAPPED a I EPDXY, MIN, EMBED EPDXY 51/2" EMBED. MIN. @ 16" OC '0• AT ELEV: 0'-0" GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q FOLLOW ALL MANF. BTM AND TOP PLATE N K SPECIFICATIONS FOR W ANCHORS WI 10d x 1 1/2" R aa0 USE AND COMMON NAILS FILL ALL � 4 4" PREPARATION OF HOLES, DO NOT USE 10d W w w HOLE. x 3' SEE SLAB SCHEDULE SECURE FLANGE TO J a RECESS AROUND GARAGE sLAew/(a)va"xzva o q ^ ._p•-0 TAPCONS QO TOP OF SLAB 7. ; �; DOOR OPENING aQ ,1 4" CHAMFER (iSTORY) 6" CHAMFER (2-STORY) - 0 . .0. EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 48"—�.__ FOR WXD, BAR SIZE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, C O/C BTM. VERIFY HEIGHT AND BAR QUANTITY LAP TO OCCUR OVER STUD OF WALL W/ PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL %� BOLLARD MONOLITHIC FOUNDATION 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYPNo2STUDSS SCALE:34"=1'-0" (W/UPLIFT) 5 6 PLANS FOR SPACING. SINGLEEE SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB' MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 48" ��� W AND NAIL W/ 16d COMMON IY SLAB SCHEDULE NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND-0" SPACING REQUIREMENTS [SEE TOP OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE - - 4 - BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL IL PROVIDE DBL. TOP PLATE 16" Q/C STAGGERED. Q w 4 • _a ° ADDITIONAL METAL °p U CONNECTORS NOT v =� EQ. EQ. —SEE SCHEDULE REQUIRED WHEN NO ¢ w FOR WXD, BAR SIZE UPLIFT IS PRESENT. O MZ 8" CMU WALL 0-0 •" POURED CONT. YP.) AND BAR QUANTITY 8-CMUFLLEDCELL(rYPINTEL 8"CMU FILLED CELL (TYP.) p INTERIOR CURB FOUNDATION WOOD WALL mo. TOP OF SLAB SEE SLAB SCHEDULE 8 sCALE:3/4"=V-0" (NO UPLIFT) I 2X WALL FRAMING +- 0'-0" SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS V TOP OF SLAB -'a• i e MINIMUM EMBEDMENT INTO g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • • m_ CENTERED UNDER WALL i6" O.C. VERTICALLY MAX °•i # POURED MONOLITHICALLYNWITH „ . -- FOUNDATION AND SLAB SEE SCHEDULE• SEE SCHEDULE FOR WxD, BAR S17E Ti / FOR WXD, BAR SIZE AND BAR QUANTITY 7-4 ✓ AND BAR QUANTITY e' VARIES B' Al 3' ��INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO (NO UPLIFT) 16 FOOTING AND COL. PAD WALL CONNECTION -ALE:314" I- vs S—LP%LE: 3/4"=1'-0" c,Ixsox+r. �� mE RECESS FOOTER 8__§�H� SCALE: 1 "=V-T 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774.6078 FAX 407-774.4078 W wwAbdesignB1011P.COfII AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: SISS .2802 SVHDIV. Ae LOT: SILVERADO LOT #22 BLK #13 PROJECTp 03719.000-22 ILO�EL 2795— B GARAGE SWXNC;: LEFT PAGE: DETAILS %15 H EILJ FED- Oo NO 93.7 DATE: 01/29/21 SCALE: 1/4-=1'-0" SHEET S1.1A Y-6- 15'_2• 19'-0" I 22'-10" v 8" 8i c 15'4" 4'-10" 0 4 i� a 4 "e N N do vk 4 fV r M fh V N F� a 9 0 a 4 0 `v q ° m °4 "v 0 (V 4 io M N 0 M 5'-2" Y 6 N � U � Q WU N J � �j LL in A nD 4 i� 9,4" o 9.1 DOWEL PLAN SCALE: 1/4" = V-0" 18'4' 19'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774.6078 FAX: 407-7744078 wwwabdeslgngroup.com AA k: 0003325 _ DRAFTING By. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 813888.2802 BUBDIV. de LOT: SILVERAD0 LOT #22 BLK #13 IPROJZCT# 03719,000-22131 1[Ol?EL: 2795-B GARAGE BV MG: LEFT PAGE: DOWEL PLAN 150 M E B TIE VERTICAL REBAR TO HORIZATIONAL REBARHOOK GROUTED BOND BEAM TIE REBAR VARIES PER ELEV. — 4 VERTICAL TO ORIZONTAL RE. W110" HOOK e. iv - GROUTED BOND BEAM Z e VARIES PER ELEV. "- g e< N ° a I• a a 5 p #5 BARS V D n c 10" HOOK c 8" co a ..�:: d•—+-�• ° $ __ e ! ° a CLEAN OUT REQUIRED pm 1 A" C - FOR INSPECTION W v • .p m _ �¢ m �;. � a • . I.. " 1_" 0'-0" FIN. FLR. �; a < TIE RTICAL REBAR� ° e .. TO HORIZONTAL a o REBAR W/-10" HOOK BAR SIZE 46 BAR DIA. ° z O #3 1S" UNIT Q % ARE NOMINAL SIZEISNS UCMU «e ss" #7 42" OFFSET METHOD CONTINUOUS BARSIZE aB BAR DIA #44 METHOD #24- • MASONRY SYMBOLS HORIZONTALVERTICAL HORIZONTALVERTICAL #5 30 3 * SCALE: 3/4"=V-0" REINFORCING G) REINFORCING SCALE: 3/4"=1'-0" #7 42- SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngrouP•com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAU MONf CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 813586-2802 BXMDM ea LOT: SILVERADO LOT #22 BLK #13 PROJECT# 1[O'EL• 2795—B GARAGE 81WWO: LEFT PAOE: DETAILS 15 H . H FRAMING NOTES: SF16.1 T/OM/16 ,_...,..�.. — — — ,a.— -1T/OMI— - —. — — ,., — —� — — — — — -- ,:. — 8F16-1TIOMf18 — — — 19'-4" 6 m 1 1 4 *£ % Q o I i AH7El ) a ¢ ) -''�, 8F16-1T/OM/16 r 9 i 10'-0" P 4 m , C N { tim ILL 1 I Y N �a � N 3 IL m x 6 9 9 9 m z N 1 d 1 LL m 1 b I 6 ( m0 ( i 2 m I , UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 9'-4", LINO. a s 8RF14-* a 4 f T 1 � y � a 8F36.1T/0M/0B s ) 5 " I - 18F36-lT/OM/1B 914" 8F16-lT/OM/OB e ' 17 d LIFT BEAM PLAN SCALE: 1/4" = V-O" 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W! (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 ENGINEERS 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 P&S36, .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 DES �ON REMARK Q1 (2) 2X12 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rI) IZH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB7 MASONRY 3000 1 8x8 (1)#5 N/A GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813SM2628 FAX: 618-886-2802 sysD:v & I.OT: SILVERADO LOT #22 BLK #13 PROJECT* 03719.000-22 Mol?EL" 2795— B GARAGE SUING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 IMH EA B NOTES TO THE INSPECTOR/CONTRACTOR TYP.89c6` 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM TO 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �t #5 CORNER BAR W/ Nr LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1 D" HOOK vC PLACE STEEL HE GATE OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. S"06" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 9-1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL, a. , A YN. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18` DEEP. / / P05 FCG��O 8X16 DBL. BOND TOP OF / �\0,�.'L $ Q�E BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • G 8x8 BOND BEAM TOP OF 30" TYPICAL .�. BOND BEAM F = FILLED W/ GROUT • ����V<J W/(1)#5 BARJ-N I .(a0 U = UNFILLED GROUT SOLID FRTOP #5 BAR IN BOND BEAM CVO NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED COURSE SEE NOTE 5\� �'/ /�BEpAM 6-1 T/1 8xS PRECAST CNOMINAL� 1 V I/ p LINTEL W/ (1)#5 CORNER HEIGHT # OF #5'S, TOP LENGTH OF BAR OFMASONRY ITSTHISENGNEER'SINTENT BOND BEAM COURSE O ENING-2"n BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX- 1T/1M/O8INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 6X8 PRECAST CSCALE: 3l4`=,-0` AND XFM- 1T/OMPoB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT IS THIS ENGINEERS INTENT TO PLAN FOR LO, AND XUXX-1T/1MPo8INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TIOWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 11418" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3116 TAPCON PRECAST 'a 1w" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 IM-) 8" - SLOPE FROM EACH END AND 19' N 1-1/4" EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW SENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4-) 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116"OSS UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 18` O.C. MAX. MIN 1-114" EMBEDMENT MIN. 2-12d PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING CORNER BARS 3 AT CORNER STEP SCALE: 314'=1'-0" SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I >, I I SINGLE #5 CORNER 9lA CEO I BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I� I I 8x8 CMU PIER I( / W/ SINGLE OR DOUBLE REINF. SARIS), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL. PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgrgrouP.can L AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813886-2802 SVHDIV. 40 LOT: SILVERADO LOT #22 BLK #13 PROJECTfp 03719,000-22 '"2z7 795-B GARAGE 8WING: LEFT PAGE: DETAILS %15"PH FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 10 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'). 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 P8S36, .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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. 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. CJ" C.13T ■ N N R R R � R R N ■ N N ■ R N N N ■ R ■ R =1 C.13 I IIII11111111 IIIIII i CJST �= n n n ■ a IN N N N n ■ ■ ,B ■ N ■ tl =�� CJ5 I I AH7 I I i AH9aa:seaa:ate=vea:e:e—ee: z AH11 _ - — --_;� s - I --- I = = — 3 --- AH13 mis now aaaamaaaaEaaiiiIiiiiiiiaaaass: lEwa=llilillilmaaaaaaaa=la8mega 3i�'sS�aa AH15 a�a:zz=aaaaaeaaaees a�asaemaaazzzaQ a. s. sass: a----:z:L I I AH17=a�a::aaaaaa:eaaa�zaae�:-e�a�sas:zzea�s�z I sss--zas--- asp zl I AH19 s:=—v—s—=—=asa>Qv asa==s------ ai�zsa�ssse:sz�zs>ms�v:� I I AH21 s—s—=vv:sus:=�=s�ss� I I I 1 AH23 a:e:s—s—a—ar=z� : �=�al.s.s.= An A :�_�=>�=a===alarm= =saes �xxx�= i I A :�==:s�vaaaa:aa�a�aa:aeaacs a=�a�zla�aaasaaa�e�aaa�a®a�L I Al I I Ai:ate=�sals�==�a—x—e=szs=vmaa�:aamaa=sssasa:s�zz�a:s I I Al .....s:sue=sue =�a�aaa=�= - I I � I t w A2=:�_�=���=a�eaav�aaQae=ate aa�aaeeeaaa�=zQaza®>d ss�x:s�=s�=e�6 L__________- I I A3 =a®s.=...=�=a�=:asa�a���=asz=zaa�aaaaaaF PREFABRICATED ROOF TRUSSES @ 24- O.C. MAX L J A4 .a:z.v ssa=�e�a�v�=sa�aaaa�z�asza=s A5 �a�ssvaxa�zvsas�a I— aa — ... z. ass:=:x�= I I A5 .=.=._�_ I I I AS s—a—a—s:ssvx:sue=:�=�_�_ I 1 AH23A is z .sass s:�s�:�se�s�=�= = ea9aamasaasaaa�aa�asaae=: aaaaeaae�z AH21A �:aaaaaasaasaaaa=sassa�as®s ss�s�= s�=>s=�aassa>aasz�a�a - L______________J AH19A a�aa:�aaas=aaaa:=vaaa�zaaa�zsae� a a—=—.—= �=�as�va=asaas:tea ti _ ____ — AH17A a s� s s� s s �_ (2)H10A (TYP @ a la a \ z aa� z m� s a aa� a ATTIC AH15A aerie= ----x ACCESS� BEARING WALL) a e�aaaQ AH13A -=_=sza�aa�s�s >a=>�a�=:x�aaaa= I-s�s:s saaeasaaa�a�zaaa:s AH71Aassa::.zs®s L � AH9A ...... aaaax a aaa� a aes z �� — — a ®s sazc s am a a B C x.a .xsam xxsxx xx� p N R N■ N J' C=�a�=®_ _�_ _ I I I nit ea�aa�e�= e - ■N R tl !�i R Y a—s a�ea�ea�s C z zzzzz=z= w aa�=�a Iw IW I -410 _ Q e C7 --A--R_—A as®- .. ax�xa�a - B C s�sa�a_ saaaaeaaaQe:: -- -- eaa_ a B( 2X12 TO 4x4 POST Itl/ FRAMING PLAN SCALE: 1/4' = 1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX 407-7744078 n W/wabdeslgngroup.com IIbAA M: 0003325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813-086-2802 SL7HDIV. Ae LOT: SILVERADO LOT #22 BLK #13 P1�JEc.rip 7 — Mopma 2795—B GARAGE STIMCk LEFT PAGE: FRAMING PLAN 150 H . B A{7) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Dd x 1 e NAILS TO TRUSS S42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 Je" NAILS TO TRUSS DBL STRAP, i EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETAI6 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES* 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) TYPICAL TRUSS/ 1A 16 1— GIRDER CONNECTOR(S) _ 314" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2"HIGH STRENGTHCLG.BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 214 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. a. a . e f FLOOR TRUSS CONNECTION @ L.B.W. `* SCALE:3/4"=l'-0" (NO UPLIFT) PTH 1/4"D OLE EDGE >5/8" OLE DIAMETER 2/5`D SGL. STUD OUTERPcw,d12h SPAN --HOLE EDGE>5/8" BTM.- PLATE STUD NOTCHING OILIMITS 8 SCALE: 1 i/2"=1'-0" HOLE DIAMETER < 3/5"D DBL. STUD ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" Or TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5"TITEN HD TO CMU AND (12) SDS P x 2 7j" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SDS }" x lx2 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3} i8d C{2) SIMPSON FGTR GIRDER TIEOOWNS WITH GALV. COMMON NAILS. (2) }" x 671TEN HD TO CMU AND (18) SDS }" x Y 1x2 SECURED W/ iOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, W 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 GIRDER CONNECTOR(S) _ LSTA12 20 GAUGE W/ 10dxl/2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER ri HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) 16d x 2-12. NAILS TO POST., POST TO SIT DIRECTLY ON SLAB e^ " a. %�GIRDER/WOOD POST CONNECTIONS A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" 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 c 1425 LBS W/ (2) 314- 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 W/ (2) 3/4" 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 W/ (4) 3lW` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL `SCALE:--=1'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/10 I Od TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101 Od TO TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314'=1'-0" 6'-W MAX (W/1X4) �R 19-0" MAX (W/2X4)� 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" OIC -/ SEND WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 1(Y-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3l4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE R CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/JSOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. - Z 2. ENO OF FROM AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/JSOLTS SHOULD NOT BE ANY m CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAFS SIMPSON TITEN 1/4" (2) _ DUI. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE 8MW&nACNB CBITRALSPACM A DOUBLE 2x8 12" 8" O/C 16" O/C B DOABLE 2.8 3/4' 8" OA: 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16' O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 200 3W 6" O/C 16' O/C F DOUBLE 202 3/4" 6' O/C 12" O/C S WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) W-1" TO 80'-0(3) "X" BRACE SECURE 2x8 PT. PLATE (1) W BRACE @ CENTER TO BLK W/ 12" CIA. (2)'9(" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34'=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862. 28 FAX: 613-8B6-2802 BUDDIV. All. LOT: SILVERADO LOT #22 BLK #13 PRGJECTj1 03719.000-22 mopml-" 2795—B GARAGE gVfMG: LEFT PAGE: DETAILS 150 H EXP B FLOOR DECK Co 2x6 PT TERMINATION 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"=V-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH ENO EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDERTRUSS 12" HOG NAILS WALL /FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. w/ (2)12d TRUSSES @ 24" O/C, TOE NAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL SEE SCHEDULE (2) SIMPSON DTC CLIPS W/ BEAM (2).16" X 1 314" FOR BOND BCONCRETE SCREWS INTO RED. CMU AT BLOCKING W/ 1/4" 8" CMU WALL. MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO SOT. OF VERT. REINF. WALL BRACING AT BLOCKING NOW BEARING EXT. WALL 3 SCALE: 3/4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 1 Od @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. WI (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING EA BRACE. NOTE: @ TOP OF FUR TRUSS BRACE W/ (3)12d @ EA. 4'-0- O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2N0 FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; SHOWN 2x4 BRACE @ O.C. 1'-4" MIN. FROM 2ND. FLR. FLOOR DECK 9-W TO 3U-0" (1) "X" BRACE E(5) ND NAILS @ EA. END N LINE 2x6 CONT. W/ (8)16d NAILS 30'-1"TO 60'-0 (3)'R" BRACE DBL 2X8 LEDGER BL 2X TO CMU W/ 12" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX @ ST. OF FLOOR TRUSS (1) "X^ BRACE @ CENTER PRE-ENG GABLE TRUSS 8' CMU WALL AT 16" O.C. AND 8'FROM INTO BLOCKING (BT. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY STFF2x SUB -BAND AT ALL REINF PER PLAN END W/ MIN 5-1l2"EMBED. 16d NAILS @ B" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS UPRIGHTS OVER 4'-10" HIGH 1X2 FIRESTOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC III �'4. PER ELEVATION PER ELEVATION If O SFr 11 PLYWOOD SHEATHING, SEE Z NAILING, PATTERN "ROOF/WALL/FLOOR 7s 0 SHEATHING 0w FASTENER SCHEDULE" PER ELEVATION w PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR I-rDETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER W, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) TRUSS MFG, SEE ARCHITECTURAL MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d ENGINEERED WOOD @ 1z C. FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. SIMPSON HETA-16 @ GALV. COMMON NAILS. TRUSSES @ 24' OX REPAIR DETAIL I F EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS IX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"S AND APPROVAL SECURED W/(2)12ds@ AT TRUSSES PARALLEL (VERIFY WI TRUSS SECTION DETAIL MASONRY BONG BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEESCHEDULE 5 GABLE END PRE-ENG'D TRUSS scALE:3a"=1-0" PRE-ENG FLOOR TRUSSES 7 SCALE:34"=1'-0" 6 W/HIP RETURN PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-9' O.C. (AT PRE-ENWOOD SEE SCHED. BELOW ROOF TRUSS SHSEAMS) (BLOCKING TRUSEATHING S (TYP) @ 24" D.C.G'O NOT SHOWN FOR CLARITY) MAX 0 PER N FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 112"DIA. ANCHOR BOLT W/2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x414x6 SYP NO.2 WASHER SET IN HIGH - U c 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w1(2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (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.C. MAX GALV. NAILS EA, STRAP 2x4 OR 2x6 WOOD BEARING Aj CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 12^GYP. WL. BD. AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2' COMMON NAILS SECURE PLATE TO SLAB Wl CONT. 2x4 SECURED W/ (2)1 Od's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2'k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED@10'-0"O.C. MAX. EPDXY 5-1/2'EMBED. MIN. @ IS- 00a 10b 1 Oc OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '' TRIM.roPMCTM • n A- SIMPSON MTS-12 U - 990 LBS W/ (14)10d GALV. NAILS. -• E 8 - SIMPSON HTS-20 U - 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS WI (16) 1/4"x3"SOS, (1) 5l8- AT.R. TO HDU4 AND (10)1/4" X 212' SOS TO POST CONNECTION @ L.B.W. �1TRUSS POSTTOSLABCONNEcncm `tea `yu SCALE: 3/4"=1'-W A&B - SIMPSON ABU44Z POST BASE <U:1,900 GA660 W/ 5/8 DIA. x W EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <UA 565 W/ 5/8" A.B. WITH MIN. T EMBEDMENT TO SLAB 8 (26)16d x 2-112" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774 6078 FAX: 407-774,4078 www.abdesigngmup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 8134386-2802 suBD:v. S. LOT SILVERADO LOT #22 BLK #13 P1�JSCT/ 03719.000-22131 "'2'7 795-B GARAGE 81WING: LEFT PARSE: DETAILS 15VUPH H 4s w FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32' STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE i 5B2" 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 @ 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. c� SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM Bd RING SHANK, 2 3/8" 0.113 170,000 RING RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112" CDX OR 7/16" O S.S. PLY WITH 6d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed 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 ATTACHEME NT SPACING ZONE 1: Ild NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 8d NAILS @ 4" 0 C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3C Bd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Z 2 o O m Z m U F O m 3 TYP. EXT. SHEATHING ATTACHMENT a RAFTER OR TRUSS RnnF sHFerulNr , ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE. GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ C#8 2" DECK SCREWS @ 9'43" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS --END r__ � FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTDN S� TYPE 9PACMG REMARKS APPLICATpN SIZE TYPE SPACWG RELAY 5 LQ P<FUIawG TO MASONRY ICONC. CARE IIMOENED COI —1—MASOTAYDONC. fOD RACE OOORBUCK 1/f OU. NO WASHER TAPWNMA90NM FASTENER f01G 1- EI.IBED.r END GbT. t14'EDGE DST. SGD, AL.FM.DWRS 4 PT.9EE NOTES --DE.— COX POC STAGGERED WWDOWDCOR/FASTENED XJroMAeONRYICONC. GAMGE WORwIX TOMASONRYICONG. 1?OK WI WASHER EXPANSIONBOLT 2r Ox: MBED..rENO DENT., E JEDGE DST. wsDoweua OASEHWDENEDOOL rDOWtDorntFAGTENEp AffTALSTRMTo CONTACT THIS ENGINEER FOR SPACING ,: PT, sEE NOtEe n11rr LGNc. STAGGERED INTO rAASGNRYnxmc. MASGFm ICONc. REQUIREMENTS EJtT.SWPIG DDOp 1I Y18DW 'TMCIXf 2EMBED,f END. NDNCEMWG WOOD 1? EXPANGDN rEMBED.f ETD BJCK2x Pi, SEE NOTES FASTNER IB•O'C ,11?EDGE DST. TO CONO STAB W/WASHER BOLT DIET.. 3' EDGE DST. PTWWDUY DICK 01w•PAFx2- f010 ENO DST 1 ,• Uf P2x 09TEEL OpL., BEE W. STAGGERED EDGE GIST. NOTEe NOTES 11 LES 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 WAND FRAMED 4. PAF SHALL BE W LTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE AIDA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME ix MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED Wl TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL. ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE TO BE CHAMFERED 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC- R 2020, 71h EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROfM10 WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS SEAMS TINUOUSLAPPEDS INCHES AND SEALED WITH RRIESIVE TAPE ELASTICITY - 1,400,OW PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0 25 PCF OF A BORATE PRESERVATIVE TREATMENT' DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN h' 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 2020, 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 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, 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 Y-W OC, EACH WAY. TO BE 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" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED 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. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENG WEEKS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -rpn-caXutreM REVIEW' TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 96 BAR - 36" WOOD TRUSSES. 10 psT BTM CHORD-ron-wnarteM its BAR - 30" 97 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 1990, 15 70P CHORD p TOP CHORD PSI ASPHALT SHINGLES) $ (1 psf w/ No GYPCRETE) (7 psf w/MCHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL 8E INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 BTM CHORD 5 pst BTM CHORD 5 P THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 020)=15 EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT BLE(FBC ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STAIRS: STORAGE: 20psT HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50PSf, ROOMS OTHER THAN SLEEPING ROOM: 40pdf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL BLOCK WALLS SHALL BE TANCE THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO THE CT. WITH = MANUFACTURED IN CONFORMANCE WITH ASTM CEO, CANNON PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR . SSUBMITTAL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP)AREPRDRAWINGS IN THE FORM WILL HE FOR R ALL RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 31"'THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM IM557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 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 REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 kN. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B. TYPE E OR S, Fy = 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTMAL TERRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOREACH SEPARATE MIX PRDRTO O THEIR BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS EM CONCRETE PLACEMENT. CONCRETE SLUAR SHALL NOT EXCEED F 4-PRIOR TO THE ADDITION OF PLASTICOW. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIRFAENTS OF ACI 318 AND ASTMC94t94M OR MEASURING. MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE S MATCHED. THE MAXMUMTIME ALLOWED PROM WHEN WATER IS ADDED TO THE MO( UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE S A DELAY IN SUCH THAT BATCH IS IELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. ITSHALL BE THE RESPONSIMUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SKV.L BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANOtlRWEATHER I-12" FOR 116AND SMAUFR 7. -FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3l4' FOR SLABS, WALLS AND JOISTS I-1lr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 1"I N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abditigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE1004 TAMPA, FLORIDA 33634 PH: 613888-2628 FAX 613586-2802 lo SL7HDiv. 4k LOT: SILVERADO LOT #22 BLK #13 PROJECT# wopzu 2795—B GARAGE glrn4G: LEFT PAGE: DETAILS MPH FA. B )SCALE: 1/4"=1'—O" SfIEET S N1 Ab Ir An C] 40 y