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HomeMy WebLinkAbout6688 Cobble Bliss St- STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 12602 TELECOM DRA TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. I AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFYs IN WRITTEN/DRAWN FORMS IN * TIMELY 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 99 2368—DESTIN" FOR: ' ]![III11T►� i 12602 TELECOM MRIVE, TAMPA, FL 33637 DESIGN CRITERIA: - FWFOA BI E DW CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL IDCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CALL. LIVING 2312 60. FT. GARAGE !ELEV. 57 531 60. FT. ENTRY 50 S6L FT. COVERED LANAI 201 Sa FT. TOTAL 3160 60. FT Tel: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS A ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR, MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTI.. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR, CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR, PAIR DIA. DIAMETER PT. PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RAG. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM, ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER se SOLID CORE EXT DR EA. EACH SD SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ EQUAL SILL SHEET END. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GiFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL, SLIDING FIN. FINISH SL. GI,, SLIDING GLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND�FAULT CIRCUIT' T.O.P. I POFPLATE INTERRUPTER T.O.S. TOP OF SLAB GL, GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N O. UNLESS NOTED HB. HOSE BIB OTHERWISE H.C. HOLLOW CORE VT VAPOR PROOF HDR. HEADER W. WASHER HGT. ORDT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT, INTERIOR WDW. WINDOW W/H WATERHEATER W.I. WROUGHTIRON REVISIONS DESCRIPTION ADDED 150-C ENGINEERING ADDED STONE CAP NOTE TO ELEVATIONS UPDATED LED LIGHTS PER D.R.HORTON ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON ADDED SniPSON CONNECTORS LLO. USP UPDATED MASTER BATH. BEDROOM 04 & BATH #3 CHANGED ROOM NAMES PER D.R. HORTON MADE REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES REPATHED ALL XREFS FOR 2020 FBC CODE CHANGE i4iit .. Y �Y O.L`«.F8811 4 oa 09 INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION STRUCTURAL S PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG SI.2A-DETAILS PG S2-LIFT BEAM PLAN PG S21A-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.IC-ENTRY DETAILS PG SN1-DETAILS PG SDI -SOFFIT DETAILS & LEFT(! M PITCH)) DESCRIPTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886.2802 amn�m DW 07/09/21 SCALE: 1/4"=1'-O" SHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN M INCH GYPSUM BOARD OR EQUIVALENT, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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 R OTHER APPROVED METHOD OF TERMITE PROTECTION 0 S 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 INDS) 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- THEENGINEEREDWOODASSOCIATION: 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 ROOFANALLIFLOOR 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 1/:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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-CIO63 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILJNGS 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 IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/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 SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A I C N I T IC T S 6 Grou0L�. 341 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesig igroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-086-2628 FAX: 813-886-2802 SILVERADO LOT #16 BLK #10 POROJECT# PAGE: GENERAL NOTES JUL aw 07/09/21 SCALM: 1/4"=1'-O" SHEET GN 48'-0' 4'-4' 4'-6' 10'-10' 6'-4- I�DII 25-SH 6'X12' F.G. 25-814 25-SH T —--- -- — — — — — — — — — — — — _ A BEDROOM � PAN cp COVERED 9'-44''CLGI r----�. I -----� I 9._4 : BEDROOM_ 1 y� m 2-_0,-4 9''CLG. ® TRAY CLG. m I To -C I .9 9'-2' 3'-1' V-81 1'-101/V 41-0" -4 9080 SG.D. I ' I I ISN r------`v ----------� 3'-6' 1. i CAFE s 9'-4' CLG. I I 9 I I I GREAT ROOM I I eta iR4YCLG- Q 4'WTO10'-0'J10I t KITCHENIT-4'CLG All,j ------ ------� ISH \\\ 6'-4' 2''-4• 11,_0• .I u v DINING 9j s BEDROOM -6 ROOM PAN. 9 I 0 T-4'2' CLG. bPr.b• `� 58H I m I ii I D. 'fx - � T� 0 0 WJ 6'-2- V-2' T v WH 2 _0, 2X10 54'X22' f -----1 o F'RE- ATTIC I BOY. T PLUMB ACCESS L — — — — — J HDR •�q II L.T. iA I 0 BATH TUB T-4' QA FOYER ? 0 ISH T-4'CLG.O------ 5. ep x 0 GARAGE 0 9'-4' CLG. -- 4'-0' 28'-4' 5'-5' S' 13'-4' v ^ BEDROOM ENTRY 9'-4' CLG O'-8' QA iA 1'- 16'- X 1'-0' O.N. g_p' 4 '-4' 16'-0' I'-4' 5'-0' EGRE88 6'-4' EGRESS 3'-10' 28'-4' 6'-4' 13'-4' FLOOR PLAN SCALE: 1/4' a I'-V' NICHE TEMP. GLASS TO FLR IW 24' j TEMP. GL&. s DR 42' KNEEWALL FLOOR PLAN NOTES - ALL DIMENSIONS ARE PROI"I FACE OF T %' CLOOK WALL (OR EDGE OF FLOOR 6LA6) TO PACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3 N UNO. - DRYER VENTED THROUGW ROOF (VTR). NOT SCREENED. - AIR COMPRESSOR SET ON 44X44' POURED CON- PAD. PAD BEGMS 6' FROM EDGE OF STRICTURE. - SEE "ET ON FOR GENERAL AND STANDARD BUILDING NOTES. - ALL 14ACMTAI LE RDOI'16 TO HAVE ARC FAULT CIRCUIT INTERRUPTER - ALL FULL NEONT BLOCK WALL& DETUEIEN FILLED CELL6 WITHOUT OPENINGS ARE SHEAR UTALLB. SQ.FT. CALCe'S LIVING 2312 SO. FT. GARAGE (ELEV. B) 531 60. FT. ENTRY 50 50. FT. COVERED LANAI 201 SQ. FT. TOTAL 3160 60. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY .9 DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL ERG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. r- m -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 9'-4' BRG. LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. s � e _ ,gyp SHIM AND SECURE VARtSMATERIALCCOUNTERTO RADIUS CORNERS, SEE TO CABINETS. BRACKET 4 INSTALLER SHALL BLOCKNG INSTALL FLAT ELECTRICAL BOX jBAR REINFORCINGAT ENDS OF PARTITION ARIE Q4 BRACKETS AS WALL 3NECESSART. 2'X6'X35-1/4' LOW WALL = m 2'X6' STUDS • 16, O.C. W/ 1/2' DRYWALL A �RBARDETAIL s CON'g6iF AND CLADpp tlf0 LOM 13=MD IE OBIS FOR 383DOID GIRAB OP� SCUMS ZONE 19 WHODM RBAAIKB AN)TO'E FOOTAGE MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA SGD. MIN. 12 5 21.2/-263 CRITERIA 16010 O.HD. 112 5 209/-24.S 8010 0.14D. 56 5 21.6/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-6" 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. C0WfMDAlB A R C N I T E C T E rou Gsoi n 1,441 N. RONALD REAGAN RI VD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdealgngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813b66-2628 FAX: 813-886-2802 11111111111 amium� 0 D � 07/09/21 SCALE: 1/4"=1'—O" SHEET Al AREA OF ATTIC = 3157 SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3157 /300 = 10.52 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1515.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5X 1515.36 - 757. 68 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 757.68 /115 TOTAL#OF VENTS REQUIRED = 6.58852 TOTAL# OF VENTS PROVIDED = 7 S Q.PER SOFFIT VENTILATION AREA = EIN 11.736 LIN AL FOOT = 757.68 /11.736 TOTALLINEALFT OF SOFFIT VENTING REQUIRED = 64.5603 LINEALFT OF 'AREA OF ATTIC IS THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF W ALL TO EXTERIOR OF W ALL, NO OVERHANGS INCLUDED 1111111111! I=II�II�I I ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI — — — — — — — — — — — — — WINDOW I g'T ILA I BAND I I I I 5' n RAISED I .I' BAND STUCCOI - - - -------- ----� HGT.DGE I m 5• BAND I5 SHINGLE ROOF I ` WINDOW DETAIL (OR-1 ETAIL A SCALE: I'• I'-0' LE: I'• I'-0' ---------------------� ------ ` - — — — — — — — — — — — — — — — — — — — — — — — — — — RAISED S'-4' BRG. / STUCCO I BAND 1 SIDE ENTRY SIDE LITE DOOR4. LITE I FOAM 9 CAP I 5• 5. I .0 STONE VENEER m'-0' FIN. I I FLR DETAIL \ �'---------------------------� FRONT ELEVATION-B TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS SHINGLE ROOF ■ li ■ 0 9 TEXTURED 0 ro m FINISH m 0'-0' FIN. i FLI¢ REAR ELEVATION (T5=REP FINISH) ------------ / DECORATIVE \ ELEMENT I I I II' II' I I I I I I - I I - I I = I I I I = I I I I I I I DETAIL I� D SCALE. I'. I'-0' A E C N I T E C T$ 6 GrouspO . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesipgroup.com L AA #: 0003325 A DRAFTING B A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813b86-2802 9YIIIIIIL ATE 07/09/21 8CALE: 1/4"=1'-O" SHEET A2B HGT. 9'-4' l5 . _ HGT. SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT \/ ROOF 7 TEXTURED FOAM p FINISH OAP 0 d1 i0 STONE VENEER RIGHT ELEVATION-B (TEXTURED mlslilbWT— SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF a TEXTURED FINISH 9 �' GAP m STONE — VENEER LEFT ELEVATION-B (TEXTURED FINISH) —74 A E C N I T E C T 8 6 Design rDn LONGWOODFL 32750 PH: 407-774-6078 FAX:407-774-4078 W .abd"lgngmup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813$86-2802 911YIN11' ELECTRICAL LEGEND SYM. DESCRIPTION if STANDARD SWITCH ' -WAY SWITCH -WAY SWITCH IMER SWITCH H8 BUTTON 16COWECT T RlOSTAT _ INGLE RECEPTACLE (128v/20-AMP INGLE POLE) I0v DUPLEX RECEPTACLE I0v DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET(RALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT TEF%JMR) 10V QUADPLEX RECEPTACLE ® 1Ov DUPLEXRECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOIR) -Q> EDICATED RECEPTACLE L MOUNTED LIGHT FILING MOUNTED LIGHT ANTLIGHT i LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FT.) BULB LIGHT FIXTURE ABo2 BULB LIGHT FIXTURE 2g222Q r, BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN }_{ ER CARNET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE CUNT) 'x4' FLUORESCENT LIGHT (RECESSED) • xM. O CE86 LIGHT • CE88 LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OCATION) . METER (FIELD VERIFY 1-0 -50X (WALL MOUNTED) (2)B -BOX (CEILING MOUNTED) E ILING MOUNTED FANQ. B T FAN ll CFM PER SFTJ N JACK Fe DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) ® PFOREAC :;TOR tC_9ILWm MOUNTED) MIMES ®TED OUTLET GARAGE TV JACK '-E• PORT LOC ON 1PHONE OUTLETF t TO BE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL IS t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Ith EDITION (2020) t NEC 210)2 2011 • 220IAMMPP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISRUA04-ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI6013 F®CR Ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD 814ALL DE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Ith ED fI@2@L • ALL UIORIC TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND I6% aF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATICN (RESIDENTIAL 'EFFICIENCY) 2020. Ith � r � BEDROOM I =-Cf COVERED p LAlYAl BEDROOM ❑ L 4 FOR \\ 3 L CLG FAN I I PRE-WIREFOR 0 \\ CLG FAN I / PRE -WIRE FOR CO W.I. CLG FAN GFI 1p O -- -#WP 8 �--�-�-----�------SD/coil �/ CAFE m � 5'-10' 1 1 \ \ \\ �—\\, 5'-10' 4'-0' \\ \\ ELEC. FOR GFI E,\ MICROHOOD! l { 1 .---, 1 ✓ i �t I GREAT ROOM � JUNC7110N BOX UNDER COUNTER FOR \ \\ DIN. I / FTiFORFOR I �{ \I lO / CLG FAN \ f I I� I� I / / I ' w I.C. CFIKITAN ---------- DINING If BEDROOM I PAN. \ ROOM 1 \:/ OPT. DINING 1 \ FIXTURE L 1 . PRE -WIRE ';' W •I SD/Co) I / CLG AN 1 c\ I I GFI* 44'AFF. GFI* r , GFI* 44'AFF �t4'AFA \ W 1 F � LJ / PRE- J L / PLUMB LIGHSWITCHTI4 FOYER( BATH 1 L.T. ATTIC�J I ACCESS 1 __ ----__ __ / p. D } �GFI CLG. �WI CLG. jU W OUTLET OUTLET a ARIA Q \ \ - 0M \\ BEDROOM OUTLET FOR \ \ \ 3 IRRIGATION 1 El TIMER I / 1 �� W WP GrI . U 1 PRE IRE ENTRY FOR CLG FAN Flllmll DO _ / o 0 0 ---- PRE -WIRE _ --- - _ --- -' FOR COACH PRE-WIRE -----_-�-- PRE -WIRE LIGHT FOR COACH FOR COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' G F-0' LED LIGHTING C DOUBLE LAV. BATH I I I I I l LED LIGHTING C SINGLE LAV. BATH 2 LED LIGHTING C� SINGLE LAV. BATH 3 PROVIDE 3 2/0 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 4 AL GND N 2" CONDUIT. (CONDUIT TO TEWNATE ABOVE SOFFIT • OVERHANG.) 200 AMF ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UT14 ELECTRICAL PROVISIONS OF M COMBINATION SERVICE DISCONNECT 200 AMP 120R40 VOLT I PNABE THE FBCR TTH EDITION [2020A LOCAL CODES, AND SWITCH AND ELECTRIC MLO PANEL ALL LOCAL POY.ER COMPANY REQUIREMENTS. METER IN NEMA Q ALL C24PICTORS SHALL BE TYPE THHN/TH N 2O07A0 3R ENCLOWNE UNLESS NOTED OTHERWISE. I MOB POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, @0l140 VOLT, I PHASE -/ SECONDARY ELECTRICAL SERVICE. PROVIDE 3 20 COPPER (CU) IN 2" DIA 604EDULE 80 PVC CONDUIT OR PROVIDE 3 -4/0 ALU WJM [AL) IN 2" DIA 6CFIEDILE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO BID, TELEPHONE CABLE SERVICE TELSA6ION EAS B T ENTRAN rtR ERVICECE EQi1Pt'tMENIBNT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 µ OU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FBCR TT41 EDITION [70701 S/8" DIA X 6 FT LONG COPPER CLAD GROUND ROD ►ItCEITECTS Design Groul®r., 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WwW.abdeslgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886.2802 of ❑ ry O O ❑ PAN r--- —, m El — 0 ❑ I I — I I I I ❑ I I I I I O I I I I I I I I I ❑ ❑❑------- ❑ L- — ------J 2'-3' 2'VTR r--------- — — — —� Imo\ 2'VTR 74 2 �II/2•J�� I 2'VTRLAv 0 I iy71 S I `)TUB ( 2. R 3 WC v H 2'VTR 3' LAV ILA Uu I I KITCHEN II SIK W/ UZ 2'ail I AV UTUB AUTO VENT 3' \ U O It 2' 3• I 3•ti- . 4R 24-0 13_2 3PRE. I I L.T.4 I D�'J' 3WASHER j, I — j 4' CO 1 NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. TO — 'S' TYPE ARE PROHIBITED. MAIN IQ' I PLUMBING RISER bPT.�i SCALE: NTS PT. O Wjj 0 T HB o PRE- e ® PLUMB 4' 3' L.T. L -----� II V I TUB i0 0 N W5 � m El 0 Lj 0 0 PLUMBING PLAN SCALE: 1/4' . P-0' A R C E 1 T E C T i GMsOEM- $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-774-4075 www.abde$igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 8134;86-2802 Al DAB 07/09/21 8CAL.E: 1/4"=1'—O" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT $ HALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2O2O) 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2O2O) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2O2O) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. 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 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST PAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP PLENUM*lREFR TO CONC. CONDENSER AIR RETURN W/ (2)-3/16'X2' TAPGONS UNIT SIMPSON WB ROLL STRAP OR EQUAL ON AND LIQUID AIR SUPPLYIGERANT LINES AIR HANDLER 18X 1//4' SHHT.AMPTO UNIT W/ ITL. SCREWS(2) 4'CONCRETE SLABVC RIOR WALL CONDENSATE DRAIN LINE CONDENSER UNIT EVAP.TRAYLEEVE TO LINES BELOW SLABREFRIGERANT TO PAD LINES TOCONNECTION PLATFORMCONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' pIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD 12' FROM STRUCTURE IN AN APROVED DRAIN, A8 PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3O12.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL, OR WALL C.O. PLUG SEE OPEC. i0 BRASS PLUG 1'-8'XI CONC. I FIN. GRADE' FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 8240-K JOSAM 86000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC INV. SEE SITE PLAN INV. SEE SIN FLOOR SLAB CLEAN -OUT (TY�PN.T) NEXT. GROUND CLEAN -OUT (,TYP. ) NlIF MECHANICAL PLAN SCALE: 1/4' . P-0' A N C N IT E C T 6 GrouOLM. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LDRAFTING BY: TAMPA, DESIGN GROUP RAFTING INC. UMONT CENTER BLVD. SUITE 1004 FLORIDA 33634 : 6135.a_y --8: 613-BBB_2.2 2X4 TOP PLATE egg EL& PL�6 7 PRE-FAB TRUSS 1/2' CLG. BOARD • 1,12' DRYWALL Tq)- SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS -24' O.C. SLAB 3w I C: . I UL/O IIN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (�I)TYP. INT. WALL (NON-BRG.) SCALE: 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYP. O.H. 5/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD 5' PIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS sPIPE THROUGH BOND BEAM SCALE: 3/4'. I'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL ---R-4.1 INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES r— SPECIFICATIONS r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS 0 24' O.G. e' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-C' FIN. FLR m. a° n W/ WINDOW OPENING H FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 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' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Ws VAroeaneLW . eo. D11111my TO ♦ 4��44 I J.�OOJOi!0��00��.�, ji wlo, v_CRric it neeac� I, ` a BOOM eta 2B GAS LINE THRU BLACK I3"� rGARAGE DOOR JAMBS + SCALE: FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU �2X4 SPF 24' OZ. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS—. STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS .' PRE-ENG .0.TRUSS CONT. 2x RAT RUN SECURED PERZ2� STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL 844EATHNG THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. A R C N I T E C T t 6 GrXesol n +~~ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdeaigngroupxom AA 8: 0003325 mmv DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813886-2802 o aidmms TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 6' J-BOLT WV 4' MIN. EMBEDMENT W/ 2' X 2' X VS' WASHER 4 NUT OR W/ (2) 1/2' X 6' ANCFIOR BOLTS W/ 4' MIN. EMBEDMENT WV 2' X 2' X IB' WASHER H NUT 0 0 SECURE 2.4 0 TO BLK W/ 1/4' TAPCONS 1 V2• EMBED, S' OG, 4' END DIET, 1 1/2, EDGE DIST. o SIDES, 2X6 C.ARAGE DOOR BUCK SECURED WV (6) V2' X S' J-BOLT OR AMCHOR DOLTS, W/ 4' MIN. EMBEDMENT, WV 2' o X 2' X 1/8' WASHER A NUT. (0 WITHIN S' OF TOP, (I1 WITHIN 6' OF THE BTM, (3)EVENLY SPACED. 0 @ 0 NOTES, ALL ANCHORS SMALL dE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE BWG.I W,IeTRIJGTION6 ARE MORE ATRW,IrdTIT GARAGE DOOR rl1HUCK ATTACHMENT KMd• V]'•I'-O' S' CMAJ I/2' DRYWALL 1.4 P.T. OR 9/4'X4' MIN. SECURE THRJ FRAME i VX4' EMEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING (MIN. 8NANK SIZE J45 IN. MHEAD SIZE 300 MR EMBEDMENT I-114' WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 IVOr- MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" /1wDOW TO BLOCK +3/4" OR +5/4" `MJIR 2X4, SECURE TO BLOCK W 3/16' TAPC0NS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') URT14IN S' OF EACH END 4 b' OG. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN' OF EACH END 6, C'Al 4 b' D.C. MAX SPACING. IR' DRYWALL 2X6, t2® ❑ VX4' SECURE TO BLOCK P.T. NAILER WIM 3/16' TAPCONS DOOR CA81NG (MIN. SHANIC SIZE .145 MR HEAD SIZE 900 MIN. EMBEDMENT 1 V4') WITHIN 6' OP EACH END AID,OG. MAX OPACM- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" \1/1DTODII TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .146 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 1 b' OG. MAX SPACNC". 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIK 814AW 612E .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN W OF EACH END B' cmu 1 Is, OG. MAX SPACING. DRYWALL 2X6, cm1/2' SECURE TO BLOCK ❑ WK2) 3/I6' iAPCONB P.T.P.i. NAILER MIN. SWANK 61ZE .H5 1/16. OAM X 4' MIN MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING WITHIN B' OF EACH END 4 b' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16- /;.11TIND0IT TOLOCK +1 B15/18" l`�ar 2X4, SECURE TO BLOCK W/ 3/6' TAPCONS (MIN. SHANK 612E .145 MIN HEAD SIZE JM MIN EMBEDMENT 1 1/49 WITHIN 8' OF BAC4 END 4 19' OG. MAX SPACING, NOTE: STRUCTURAL 2X MU6T Be 2X6, ® ON OUTRIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCONS 3/16' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN 90 HEAD 612E 0 MIN. EMBEDMENT 1 V49 WITHIN 6' OF EACH END 6' CM U 16' Or- MAX SPACING. DRYWALL 2X6, CEO ❑1/2' SECURE TO BLOCK I'X4' W92) 3A6' TAPCONS P.T. NAILER (MIN SWANK. .146 DOOR CASING MIN. HEAD 612E .°00 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" `� OlI TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK U-4*' TAPCONS (MRL 614ANK SIZE J46 MIN HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 1 b' OG. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3AW TAPCON6 (MR SHANK SIZE J45 MIN. HEAD SIZE 3" MIN EMBEDMENT 11/4') WITHIN 6' OF EACH END 6' cT'Al 1 IS' OZ. MAX SPACING. 1/2' DRYWALL SECURE TO BLOCK W/(2) 3/I6' TAPCONS P.T. NAILER (MIN. 614A111K SIZE J45 DOOR CASING MIN HEAD SIZE 900 MR EMBEDMENT I V4') WITHIN 6' OF EACH END 2 IS' OG. MAX 6PAr.W. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" rl�mm�s Tn aTnrTr ia^ 2X4, SECURE TO BLOCK W/ 3A6' TAPCONS MR SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 1 b' OG. MAX 6PACING. NOTE. STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCON6 3A6' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE J4D ERMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN S' OF EACH END 6. CMU 1 IVOr- MAX SPACING. V2' DRYWALL 2X6, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER LERw. WK2) Aft* TAPCON6 DOOR (MIN. SHANK SIZE J46 MIN HEAD 612E 300 MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 b' OG. MAX SPACING NOTE, 8FIIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER W92X2d WITHIN S' OF EAG1 END 6' TO S' OG. MAX DOOR JAMB OR WINDOW ATTAC4 TO 2X PER MANUFACTURES DETAILS. �DOOR JAMB TO BLOCK +3" `J`"'t� * •rn TuncK tea" 2X4, SECURE TO BLOCK W/ 1/4' TAPCONS MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 16' OZ. MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 1/4' TAPCONS MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 b' OG. MAX SPACINW,. 2X6, cm SECURE TO BLOCK W/(2) V4' TAPCONS (MIN. SHANK SIZE .149 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 WITHIN 6' OF EACH END A 16' OG. MAX SPACING 8' cm 1/2' DRYWALL VX4' P.T. NAILER Vb' OAS, X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4.) DOOR JAMB TO BLOCK +3 7/18" (;.11IIND01f TO BLOCK +3 7/18" 2X4, SECURE TO BLOCK W/ V4' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 16' O.G MAX SPACING. 2X6, BID SECURE TO BLOCK WIM 1/4' TAFCONS (MIN. 814ANK 812E J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 4 b' OG. MAX SPACING. 2X6, SECURE TO BLOCK WK2) V4' TAP'CON6 (MIN. GWANC SIZE .146 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 b' OG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TFWDUGN NON-STRUCTURAL 3A6' TAPCCN MIN 1-1/4' EMBEDMENT INTO BLOCK LJ B' cm V)' DRYWALL ❑ IX. NA P.T. ILER �I I' P.T. X 4-1. IL�JI DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: &HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" NNDDOR TO BLOCK +3 3/4" A N C N I T E C T E 5 Gr esiol n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdeslgngmupxom L AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613-886-2628 FAX: 813-886-2802 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/19/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S5.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 )7th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/OS/2021 A R C H I T! C T Gro LLn. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 Www.abdasigngmupmm AA #: 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 Ikk FAX: 813-886-2802 9IIIIIIIII'. PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINS Td BE WIRED TIED TO LATN • 9' O.O. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT' STAPLES W/ V.!LEG MAY 0E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO DE SPACED • T' O,C. MAX VERTICALLY LATH SHALL NOT 0E CONTINUOUS 1' THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE i' THICK, 3 COAT CEMENT PLASTER WRB LAYER R, FORTIFIBER BUILDNG PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O:C. MAX AT SUPPORTS OW LAYER 9, STUCCO Will WOOD SH RATHING PER A6TM C0"b3 \ �— PROVIDE 2X4 BLOCKING PLACED PLAT MAX 6' TO 6' FROM CONTROL JOINT Ui(EN NOTE\ CONTROL JOINT FALL6 ON LL FASTENERS FOR LATH TO BE NAILS OR\ i / STRUCTURAL STUD STAPLES IN COMPLIANCE WV A6TM CI1063 2. WIRE TIES TO BE (NO. IS) 41)0415' WIRE 9. BLOCKING SHOWN MAY DE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN A. O"M" TYPE CONTROL JOINT OL FOLD IIallAlo • Pr. OL FOLD MaNlo • R. 4 2. ORW4a! • let. 6 FOLD 4F NOTE, APPROVED BUILDING WRAP SHALL DE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) a 6' • HOIFIZONTAL LAPS. ALL SEAMS NEED TO DE TAPT-,, WITH FORTIBER SHEATHING TA / I' MaL LAP . I-QTAL LATH VERTICAL LAP TO BE 1' METAL LATH WINS LAYER 9, STUCCO WRAP \ WIRB LAYERING -2. FORTIFIDERBUILDPAPER / / I 2 SCALE. r rnu LAru L4P, 4' OYeR ALL LAP VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMINS MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH OAM415-K (ITT -PM) WIRE AT INTERVALS NOT MORE THAN 6' (226-ARM). AS PER ASTM C063. QKIC KO UT FOR REPAIR OF TEARS INYERS, LAYERS. WPM LA4R6 DETAIL MAY DE D WA40 USE WRAP TAPE PER MANIF. SPEC- OR PEEL a STICK I' THICK 3 COAT CEMENT PLASTER METAL LATH WR6 LAYER 4, PORTIFIDER BUILDING PAPER SHEATHNG WOOD 6HEATI BUILD( PAPEF 6TUm c61.Wv ol W.y�1VAIm INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING MID LAYER 9, STUCCO WRAP Wall LAYER •2, FORTIFIDER BUILDING PAPER METAL LATH 6S6' SELF-ADWEll MEMBRANE FLASIi OVER 4'K4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTLRID ONTO PIPE 4'K4' SELF-ADNERNS, MEMBRANE PLASHNG OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE W CONT. DEAD OF SEALANT INSTALL APPROVED NOUSWtAP AIR INFILTRATION DARIMER OVER 61 EATHNG ELASTOMERIC COATING OVER STUCCO/ C.V. PINISN (SEE TYP WALL SECTION) SECTIONTo Exteriorrior ee of FbaAorae W rtanW Wceem plaster comply Tothth the application 926-1n requiremems of ASTM C 928-18b. Instillation of exterior lathing and framing shall comply Wth ASTM C 1083-19a, or ASTM 1787. 4'K4' SELF -ADHERING MEMBRANE FLASH(COMPATIBLE W/ HOUSE \� ING - WOOD SHEATHING OL FDLp wi o. ® L FOLD N a n. A OR CMU Pr. a -•m-B i WRB LAYER "I, 7. OIlAM • A CIRAaa • �" C s. CIIAK • R. C �F STUCCO WRAP (FRAME ONLY) 4 FOLD rt. C OvlR 11 6 TILL M. c TONrAEa THICK, 3 COAT CEMENT PLASTER(FRAMEi), 1/2' 2 COAT CEMENT PLASTER (CMU) a' METAL LATH (FRAME ONLY) J' ® ® ® LAP WR5 4 TAPE OVER • TT• eorran ROQF/WALL SCREED all FOLD. 122 bw Bur. p THICK 3 COAT CEMENT ? WXW 'L' TYPE CONTINUOUS PLASTER (NRYR/ Wl' 2 COAT F Z GAL V. METAL FLASHING OC�@R PLASTR(QA)) (NAIL TO ROOF DECK, NOT WIRB LAYER 4, FORTIFIBER m WALL SHEATHING) BUILDING PAPER OWM ONLY) WIPE LAYER 9, �`+ GAP SHINGLE - DO NOT NAIL, •v'Y 1 UNCCWRAP(Rwte ora.Y) L4Pu,rxaOULDNaaw4P INSTALL WITH ROOF CEMENT Dvma MaLM 1114411, ATOP 1 4�L I);• A.A ,¢ bINO1.E6 fIRY! w.Y) I A. FRY'! OR cm eLJtram \ �) OF CEMENT a6 auu FLA4 Rn�` I ROOF PER ELEVATIONS KWr-CW PLA04M (a= Call \ rILr uonaATnM �Lt—aLr.TlR „aHr aILeL reBo DR Ia{-y�•' aOLDaR DO rm art) TdP-�J' N LKZA.LIG% ALL Kglr aNNOLC RpDFan 04 WALL OS AT Ill OF Ia00F a WIaLL IIIIWWa1[GTIOKa DRIP Rpm, OIWRAP 3', NXFRO VY all 4- ae4TRYAMa ="L" FLASHING FMTBi 4' OG MAXr1)L r (✓�� N.T.S. 6'N16' SELF -ADHERING MEMBRANE PLASHING (COMPATIBLE L V HORSE WRAP MATERIAL) OVER 4'K4' SELF -ADHERING MEMBRANE PLASHIhn OVER APPROVED HOUSE Ull F1..48Ngd6 TO EXTEND ONTO PIPE CUT AND OVERLAP ONE 61DE OF SELF -ADHERING MEMBRANE PLASHING PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND - DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (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 R103,11 / ASTM C-84'1-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N IT E C T R 6 GrMO SOS. 2441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-0862828 FAX: 813-886-2802 anunm� A E C N I T E C T i INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OVER TOP 4 SIDES I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED SELF ; WOOD SHEATHING 6 Desig j OF SEALANT AT TOP AND FLASHING IrrP ro u Lm BIDES ONLY. SEALANT 18 TO BE UNIT S%TRUBCGOLAYER WRAP �.' TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. PREMANUR DRYER E-Z BEAD ALL AROUND LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER 02, FORTIFIBER PH: 407.774-6078 JOINTS AND INTERSECTIONS CONT. SEALANT) FAX:407-7744078 ' APPLY SEALANT AT PERIMETER OF BUILDING PAPER wAaAbd 0003325mm BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Yi CAULKING • JOINT SEALANT • ALL AROUND _HN TOP 4 SIDES THICK, 3 COAT CEMENT WOOD SHEATHING DRAFTING BY: �� PER SECTION R703.7 PLASTER LAYER -1, A.B. DESIGN GROUP daetering I Exterior lethina and STUCCO WRAP DRAFTING INC. Exterior use of portland cement plaster LAYER 4, FORTIRBER 5439 BEAUMONT CENTER BLVD. BACKER ROD shall comply with the application 6 B DRYER VENT (, B LO C K) Yz' TO Y6' MID -WALL BUILDING PAPER SUITE 1004 1.x RIDA requirements of ASTM C 926-18b. WEEP SCREED METAL LATH TA PH: 19$86-26 834 I - 1 FAX: 815886-2802 04 K Installation of exterior lathing and framing WOODFINISH *WOOD � .. CONSTRUCTION shall comply with ASTM C 1063-19a, or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL WRB LAYER °I, FLASHING S, CMU MEMBER • 1' O.C. MAX STUCCO WRAP 4x" HOODED VENT BUILDING PAPER 'QUICK WOOD FRAMED THICK, 3 COAT CEMENT OVER FLASH' •' WALL PLASTER s METAL LATH _ HORIZONTAL WEEP SCREED WRB LAYER 4, FORTIFIBER PIPE THROUGH / WALL (FRAME TO FRAMES , 6' WIDE STRIP SELF BUILDING PAPER :- ADHESIVE FLASHING, CLEAN WOOD SHEATHING I \ MASONRY BEFORE APPLYING DRYER VENT ( FRAME) 6' SELF ADHESIVE -TEXTURED FINISH 0 MASONRY FLASHING (INSTALL HORIZONTAL WEEP SCREED PER MANUR SPECS.) 7B (FRAME TO BLOCK) gnnnus BUILDING PAPER WOOD SHEATHING LAYER °I, STUCCO WRAP UNDER 'QUICK FLASH' S' �:�ryryILLJ�A�IIJP�R�i LAYER 7, FORTIFIBER BUILDING PAPER wooD WRB LATER °I, CONSTUCTION CUT OPENING IN STUCCO WRAP %A WENT PENETRATION APPROVEDFORBOX INSTALLATION METAL LATH SCALE: N.T.S. a CMU VINYL CASING BEAD CUT 'X' INTO 6' RAISED BAND 76' To )f' MID -WALL i eeP I WRB LAYER M, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING x ermem L:AOVER APPLY SELF -ADHERING MEMBRANE FLASHING Eli .` WOOD SHEATHING BOX AND OVER 6' WIDE STRIP SELF APPROVED WRB ADHESIVE FLASHING, CLEAN LAYER 'I MASONRY BEFORE APPLYING STEP #1 T z FLASHING 9tmEm & MT' ELEC. METER FIELD I SILVERADO STONE VENEER VERIFY LOCATION ELEC. METER FIELD APPROVED HOUB LOT #16 OVER SCRATCH COAT VERIFY LOCATION BELOW BELOW _ BLK 10 TUCGOYWRAP PROJECT# 03719.001-16101 APPLY STUCCO SCRATCH GOAT SELF -ADHERING HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH THAT NO MEMBRANE ENTERS Box, topSELF-ADHERNG APPLY 6fd MIN GRADE 'D' FELT OVER iO MEMBRANE FLASHING MODEL' 2368-B W/STONE VENEER GARwcsE awnaG: METER APPLY TO FACE (FRAME TO BLOCKS EDGE NG FLASHIOVER LEFT CAVITY TO BE FILLED APRovED HOUSEWRAP PAGE: WITH RIGID POLYMERIC WALL FOAM WRB LAYER 02, FORTIFIBER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER ASSEMBLY -WALL APPLY A SILICON STEP #3 STEP #4 DETAILS DRAINAGE PLANE CWRB BASE SEALANT AT POINT LAYER 01, STUCCO WRAP) THAT ELEC. WIRE PENETRATES WRB LAYER "2 (FORTIFI5EIR - - - - - COATING OVER BUILDING PAPER) AREA TO RECEIVE STUCCO/ C.V. FINISH STUCCO SCRATCH GOAT APPLY E-Z BEAD "°, (SEE TYPICAL WALL SECTION) METAL LATH x—x—x—x 4 1 COAT OF PAINT WRACK- ROLL PRIOR TO OVER ISO MIN GRADE 'D' „�' ;° 10 METAL LATH UL V STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL o a°. o° [� ' COAT LARGER THAN THE ELEC. JOINTS, AND oa a WOOD OR 71/16" ZIP WALL METER CAN OR METER CAN INTERSECTIONS SHEATHING COMBO OR METER CAN AND �o SELF-ADHESIVE FLASHING - — — — - DISCONNECT D TE 07/09/21 NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. OQ ELECTRICAL CONDUIT U STEP #5 STEP #(o SCALM: 1/4"=1'-O" SHEET PENETRATION PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL RECEPTACLE WA2 WOOD SHEATHING WRB LAYER 7, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER 1'a' HAT CHANNEL }' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER W BAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING WRB LAYER h, ` STUCCO, WRAP - }' THICK.3 COAT CEMENT �` PLASTER i - \ i' SELF-ADFIEREING ' `" FLASHING WRAPPED i . i :�`� • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER'(, STUCCO WRAP WRB LAYER 10, FORTIFIBER I I I BUILDING PAPER ' I W SELF-ADHEREING WRB LAYER 01, FLASHING WRAPPED STUCCO WRAP AMICO AM6&-0UC-1SQ CA167CM CASING BEAD 1 y2 ° 2 IIeEe ' • COINER OF CANTILEVER 4' POSITIVE DRAIN r+rREEn NO GAP IN FIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 DTL.® CANT. `ivn SCALE: 11/2'•I'-V' NOTE; METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION ' WEATHER RESISTIVE BARRIER -1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER'S VINYL CASING BEAD }' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED s PAINTED WOOD SHEATHING FINISH }' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER s2 CASING BEAD}' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALLMETAL LATH W/TEXTURED s PAINTEDWOOD SHEATHINGFINISH f THICK, 3 COAT CEMENT iHEADER/BEAM PLASTER VINYL CORNER BEADVINYL CORP. 4' POSITIVE DRAMDEEP CASING BEAD SCREEDVINYL IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAME. WALL 61,115-FLOOR DECKING PRE-ENG'D TR1S5 WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER •) k THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATNING— (GHOHN FOR CLARFICATICN OF SEPARATE ACCESSORIES ONLY) Y: GAP FOR BACKER EXTERIOR GRADE ROD s SEALANT — DRY WALL I- TAHIICC R3 COAT CEMENT VINYL CASING BEAD ST yIM'I,R eEm WATER PROOF( .vNYL cAeraG eEm LAYER (7 LAYER PEE PEE s STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA GALV. PEEL s STICK) METAL DRIP EDGE SET IN FULL BED OF 6' PEEL s ~� SEALANT, K' MM. STICK DRP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I )I'XI %' P.T. OR SIMULATED ROD s SEALANT WOOD (TREX) FILLER . ; CONTINUOUS VINYL CASING BEm WATER PROOFING Is" WEATHER RESISTIVE LAYER (2 LAYER PEEL A t BARRIER 'I STICK) WRAPPED FROM - WEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER •'+�'E'�^ 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALVY, METAL DRIP EDGE - SET M FULL BED OF I )6'XI I)i P.T. OR SIMULATE SEALANT. K' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX V GAP FOR DACKE `NYL CASING BEAD ROD 4 SEALANT WATER PROOFING Ise FINISH LATER (2 LAYER LAYER (2 LAYER PEEL s PEEL 3 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER }' THICK, 3 COAT CEMENT It PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL f WOOD SHEATHING W/TEXTURED s PAINTED WEATHER RESISTIVE FMI6N BARRIER M HEATHER RESISTIVE }' THICK 3 COAT CEMENT BARRIER 4 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN loco SCREED VINYL CAB HJG BEm Np GAP IN FIELD (SWCUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION )LUMN SHEATHING FATHER RESISTIVE AR\\RIER N °ATHER RESISTIVE 4RRIER '2 SAF. \ -EEL 4 STICK I Yo'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I K' X 3' 26 GA. CsALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTjj' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER N WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING 0 Yi GAP FOR SEALANT OPT BACKER ROD - i' SAF. �I Ya'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I H' X 3' 26 GA. GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)(' MIN. SPACE FROM DRIP DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER —.—'— — — BUILDING PAPER) METAL LATH x—x—x—x R PROOFING Ist LMODIFIED 9m R (2 LAYER PEEL s 3/4 RESILIENT K) WRAPPED FROM HAT CHANNEL ONY DECK TO VINYL CASINO DEADTILEVER ICK, 3 COAT CEMENT STER 5/8' TYPE 'X' DRYWALLL LATH USEPAR4TE W/TEXTURED s PANTEDD SHEATHING FINISH }' THICK, 3 COAT CEMENTSITIVE DRAM f*roeeVINYL PLASTER CORNER BEAD R CLARIFICATION OF VINYL CASING BEAD E ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (Wf"L" FLASHING). SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER }' THICK, 3 COAT CEMENT PLASTER 21/2' GQmZa.m.A2 FASTENED TO SHEATHING • T' O.G. MAX WRB LAYER 01, i. STUCCO WRAP �s WOOD SHEATHING METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER �nnCORNER BEAD ® FRAME lk 2 1/2' Ilk CORNER BEAD (FASTENER 4 SPACINGS m 'I' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRB LAYER M, STUCCO WRAP STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — WRB LAYER 02, FORTIFIBER BUILDING PAPER------, METAL LATH }' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING , DRIP CAP WINDOW FLANGE WRB LAYI BUILDING METAL L< }' THICK, PLASTER &'SELF FLASHING DRIP CAP WINDOW FLANGE SHEATHINGS WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDINGS PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD @) WINDOW ( FRAME, NO BAND) y~~ LONGWOOD, FL 32750 �� PH: 407-774-6078 FAX: 407-774-4078 www.abdeW@igroup.com Ikki AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 Ilk FAX: 813-886-2802 anmm�s Dw: 07/09/21 GICAM 1/4"=1'—O" SHEET VGA 3 WOOD SHEATHING —� WRB LAYER 'I WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED s DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER -I, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15 C (FRAME, W/BAND) METAL LATH WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, THICK 3 COAT CEMENT STUCCO WRAP PLASTER = W AY F TIFI RB LAYER "2 OR BER VINYL ANGLED i BUILDING PAPER CASING BEAD METAL LATH VINYL CASING BEAD i i" THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1'7A BAND (FRAME) SCALE: Y.' GAP TYP J' THICK 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH m STUCCO TO SIDING TRANSITION WRB LAYER 42, FORTIRBER BUILDING PAPER SIDING—, WOOD SHEATHING WRB LAYER � LAYER N, STUCCO WRAPP STUCCO WRAP CA51 BLS SAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 UEATHER BARRIER RESISTIVE rX.6X�Y LEAP SIONG / / \ 6. ERING PLASHING IULA614IN ADHERING I a 6 �\ WEATHER RESISTIVE DARNER 9 STARTER STRIP \ \ 95ARRIER RESISTIVE DO HOT CAULK I I \\ y 6' SELF -ADHERING I _ / FLA614ING \ GALV'D METAL GALV'D METAL 'Z' FLASHING W FLASHMG QO NOT CAULK d2 U6' SIMRULATED TRIM MEMBER C / \ / I Y' x S. SIMULATED u>i;DD TRIM MEMBER L GAP W. OR APPROVED SEALANT �- la.& CASING SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2B LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND 66-�LF- HERING WOOD SHEATHING / WEATHER RESISTIVE BARRIER'I ,// I RESISTIVE WEATHER RESISTIVE HEATHER RESISTIVE / \ BARRIER 9 LAP \ 6• MM. ABOVE TOP wwj BARRIER -2 LAP SIDING / / / a , OF 'Z' F IU3 IU36'1 / I 6' SELF -ADHERING \\ \ WEATHER RESISTIVE SARRIBIR PLASHING — BARRIER RESISTIVE / \ \ / STARTER STRIP \I \ / METAL I Z.sN \ / Ole GALV'D METAL WEATHER RESISTIVE 'Z' FLASFIMG BARRIER 'I TO LAP IY' X 6' SIMULATED WEOD TRIM MEMBER W MIN. ABOVE TOP OF 'V FLASHING e-c erecr� vmr - I Y' X 6' SIMULATED (W v FLEXIBLE PVC \ / , 0 TRIM MEMBER BACKER ROD) \ / ' 'SELF -ADHERING 6' SELF -ADHERING I , I PLASHING FLASHING \ ' WCAULKI TH i 9 COTER \`\ I RALA GU°P�ROVED SEA WEATHER RESISTIVE \ ,_. WEATHER RESISTIVE BANNER M BARRIER -1 WEATHER RESISTIVE a-Z BEAD VINYL c,e BARRIER R lWAL' FLEXIBLE PVC SACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER -2 ��� TRANSITION 1 e7 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — SUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 111o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, B COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME �( :... . �.../...._ _. ..._..........—..........__-- WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/-Ye' FLEXIBLE PVC BACKER ROD) WRB LAYER -I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ---------------------------------------------- i ------------------------------------------------ --------------------------------------------------------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT 70 WINDOW METAL LATH WRB LAYER 02 FORTIFIBER WINDOW FRAME � �— BUILDING SHEATHING WRB LAYER -I, STUCCO WRAP IS' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP - EZ BEAD WINDOW CASING A R C N I T E C T t Design Grou uG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesigngroupxom AA #: 0003325�AA #: 00033255 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2- 8 FAX:8135862'802 PRINT DATE. 07/09/21 SCALE: 1/4"=1'—O" SHEET WA4 AYNLAELIM CARE SHOULD BE TARN IN KEEPING THE VENT PROPERLY 4', 6" AND 10 ALIGNED, VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOWN IN 4' GALVANIZED USING 1-iW NAILS AT EACH CORNER. ROOFING CEMENT PMRMATOM SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENNG IN THE ROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CHART SHOWN. IN THE EVENT A MEClUWICAL VENT FAN IS CONSTRUCTION ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE W1T1 VENT FAN MANUFACTURE'S PIPING CONNECTOR INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN TlE ROOF. Frn RER �MOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING RANGE OF THE VENT LAYS FLAT TO TiE ROOF SMEATiINO. SLIDE TAE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLE W THE BOTTOM VENT FIAN(NES TO LAY ON OF TAE TIf TOP OF THE SHINGLES. Ih ROOF HOOD VENT DETAIL SCALE, NTS CUT NOUOVAM AT N- ANGLE N MDUOEIRAP LINE OF WIND= APPROVED HOUSEU.R.AP OVER SHEATHING OvlR UD STUD WALL 001=1 INSTAL S'— SELF-ADHERING FLASHING OVER NAILING FLANGE JAMBS EXTEND FLASNNG N M I' BELOW GILL F-EXId-e PLANNING DO NOT SEAL BOTTOM —� RN STEP 6 TEMPORARILY TOLD -UP 4 SEC HOUBM~ NO TUCK RAP UC Al WRAP FOLD WIOIDEW N AT JA EWI I SLOPE BILL R R.AMNNS OVER VINYL HEAD FLASHING CUITH END DAM) NAILNG RANGE FLANIN6 V MN BEYOND JAMS RASHIING INSTAL VINYL I CAP STEP '7 ASPHALT PLASTIC CEMENT MOLDED AROUND EASE OF PIPE AND OVER FLANGE MN ALIGN PLANNING W INT. EDGE CP SILL MO. MEC+LANCALLY FASTEN PANED 904M (GAP HAILS, STAPLES) INSTALL DUPONT REXURAP AS T FLASHING AT TIM FOLD HgkEYRAP DOIN 4 TAPE DIAGONAL CUT 4 ADRSOSS HEAD OF WINDOU PLUMBING VENT DETAILS SCALE. NTS STEP 8 wPLY %, NOM.- 4NTN000S DEAD IF SEALANT AT AMO6 AND HEAD 1PPLY TO SACK < NDOIU NAILING LAIIfE N LINE W RE-wNOWRD hom OR SLOTS. NBTALL S' WIDE ADMESIVE - SACKED FLEXIBLE FLASMNG MATERIAL OVER DRP CAP JOINT (PROTECTO-~ DT-20M a EOWV) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 VALLEY CENTERLINE SS WIDE VALLEY FLASHING WITHN SOIIORHE VIERFELT TERLINE RA FASTNERS IN UNDERLAYMENT tF�;�NERS OF SHINGLEXTEND END SHNGLASPHALT ATLEAST I2' INEYON VALLEY CENTERLINE ROOFING CEMENT CLIPPED OFF ORNER AT 4S MORE — VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NT8 APPLY ON mu N0 EQUAL) SEALANT 4 WNDOlUcMJ JOINT. FLUB APPLIED FLASHING (LACO UNITE -SEAL RC-N OR EOUAL). SLOPE GILL TO EX NOTE, L IT 18 THE CONTACTORS RESPON8ISILTY TO VERIFY THE COMPATIBILM RI ITY CP ALL PRODUCCLUONG MOUBEUI IAP. SEALANTS 4 SELF -ADHERING FLASHING MATERIAL$ USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MAIFACTURER& WITTEN SPECIFICATIONS WSRNOu SEALANTS, MAY REACT ADVERSELT F NOT CO'1^ATIBLE. AND SEAL JAMB TO SILL JOINTS WITH DOW IPA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT NOTE, I. IT 18 THE CONTACTORS REEIPONSIDILTY TO VERPY THE COMPATIBILITY OF ALL PRODUCT& NCLUDNG SEALANT& 4 6ELF-ADWERIM KA614M MATERIAL& USED DURING CON&TRUCTIm 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCOROANCE WITH MASFACWMR'& INSTALLATION NBTRUCTIONS AND APPROVED METHOD 1.1 OF PBC R103A U N ACCORDANCE WTH FEPESTRATION MANUFACTURER* INSTALLATION AND PLANNING NSTRCTION& f169�1@YAL SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLH. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCA.III INTO A N C N I T E C T 8 nrbe ign LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeai8ngroup.eom AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2828 FAX: 813886-2802 11111111111 ri-nm-OJECT# BDIV. ac LOT: ILVERADO LOT #16 BLK 10 319.001-16101 IGARALEFT NO: PAGE: WALL ASSEMBLY DETAILS r8G11N-A- DATE 070921 / / SCALE: 1/4'•=1'-0" SHEET WA5 \ 2x6 SUB-BANt) W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I� 1/5' TEXTURED FINISH 6 WOOD I 2x6 SUB BAND 1/2' TEXTURED FINISH m CMU / METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU 1}{ --METAL LATH UIOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP(PRAME ONLY) WRB LAYER 4, FORTIP15ER BUILDING PAPER - ------ (FRAME ONLY) r� ROOFING CEMENT t- DRIP EDGE © PLAN E5 METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY ` ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) `\ I �1/5' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE -ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @) WALL 3 SUB BAND DETAIL ® WALL W/KICK-OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m 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 Wl%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY GWOLac. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813886-2802 aimmir DwE7E 07/09/21 SCALE: 1/4"=1'-0" SHEET dV6 4" CONC. SLAB 4R'-0" 17' 2" 15'-4" 15'-6" 4'1" 7'-10" TOT W SLAB "' I------------------- ------------ TE-1 . 1.E111 -'''- FM-16X18 1 i FM-16X18w I 73 d .1 IIIII 4"CONC. SLBX a. I N m I� I 1 4„ PVC x I I CHASE 9,_2" I I I I I „10 I FM-i8X18 3'-8" I EXTEND t.i r TE-2 U I i SLAB 1 1/2" „ -3 1/21, 10'_9„ 2,_5„ L TE-2 I Ix i i 1.1 I 0'-0" FIN. ELEV. FIN. CONC. SLAB 1" PVC CHASE I I „ FOR ELEC. @ I II „ ISLAND I i ii I i ' 7.1 13'-2" � 34'-10" I I x 5'-6" 2'-8" --- tl 19'-8" -----TEi----------------- , I I L---- I EXTEND iv SLAB 1 1/2" I I O I I I I I I 5 I Iw - I I IT-4" 24'-4" I 20'-4` I I 2 I I t.t I EXTEND I I I x - a SLAB 1 I FM_6X_-118_ 1/2" Igo o O �_____, I y -3 1/2' I I I x1 5' 5" 5" I 24"x24"x12" CONC. I " I 1 Zm ri I 1.1 FTG. W/ (3) #5 I REBARS EA. WAY I W g a ON CHAIRS MIN. 3" w io U I 24"x24'k12" CONC. I u! `o O w COVER 4 4 ;p m FTG. W/ (3) #5 REMARS 1.1 FM 16X18 1.1 5 1/2 EA. WAY ON CHAIRS 1 I ------- -� ?_ ---FM-i6X18 MIN. 3"COVER ----------� L-- E-t ro 4 5' -- 11.1 I - FM-16X18- J 4 ,4„ 8,-0„ 4„ -4„ 1.1 16'-0" 1.1 '4" l'-O^ 4'_4„ 1'-0" 6'4" T-10„ 3,_2„ 6'1" 13'4" 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-011. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE.. 4. REFERENCE ELEVATION+ 0'4', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS 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 REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WUMA SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16" CONTINUOUS 18" - (2)#5's (+)0'-O" FMC-16xl8 16" CONTINUOUS 18" - (2)#5'S #5 IN CURB VARIES F-2424 24" 24" 12, (2) #5'S (2) #S's TE-1 8" SEE PLAN 8" - () 's TE-2 8" SEE PLAN 8" - (1) #5-. #5 IN CURB -0•.0 FOUNDATION PLAN SCALE: 1/4"= V-0" I Ite01T10T8 6 GroupOL�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 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: 8134386-2628 FAX: 813-886.2802 ammnr,. 39, MIN. EACH WAY MONOLITHIC FOOTING } ° Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED 77— — . CELL SEE PLAN FOR SIZE AND Q (L CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ' SPACING REQUIREMENTS oe• Q� mW I.bI� �a �� Q > FM Ir - Z 8•' CMU WALL O 8" CMU WALL ! I f/ ------ CORNER BARS, SAME SIZE AS LARGER BAR 010 �I IN FOUNDATION WITH 30" LEG EACH +- � n Y AT DIRECTIONS SLAB TOP OF SLAB (`pn ° TOP OF SLAB THAT HE STEEL REN I SO THAT THE STEEL REINF. IS CONTINUOUS pl SO ONTIN MATCH AMOUNT OF CONTINUOUS BARS POR SLAB SCHEDULETOP IZE 488AR DIA. 4" CHAMFER (1STORY) EXT. ,} SEE SLAB SCHEDULE OF GARAGEEXT. ...I.SEE v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE IFT 6" CHAMFER (2STORY) 18" PORH SLABW/1/7'ISW/12" ISLATION I 4" CHAMFER (1-STORV)JOINT 6" CHAMFER (WE #4 24"l SEE SCHEDULE 30" JOINT (WHERE ,� (2-STORY)APPLICA • ° • EE SCHEDULE#' FOR WXD, BAR SIZE APPLICABLE) Z aWHEN FOR WXD, BAR SIZE TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY, N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO-FOOTING (_,__'),EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION BQAlE: 3/4••=,'-0'• SCALE: 3/4"=V-0•' GARAGE CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W RECESS W WALL W/ SYP j O o. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ V) W B+ 1 co NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 7' W = W�7 0 a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH N N 2' CAPPED 0_ g I EPDXY. MIN. EMBED PLATE EPDXY 6-12" EMBED. MIN. C 16" OC GALVANIZED PIPE W/FLANGE BASE Q 8", LINO Q 0 FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE CURB FOR - o 0: I SPECIFICATIONS FOR = USE AND PREPARATION OF ANCHORS W/ 10d x 1 112' COMMON NAILS FILL ALL MASONRY UNITS SET �:0, AT ELEV o� 4„ HOLE. HOLES, DO NOT USE 10d W 0'_0• SECURE FLANGE TO Ch J'cq x 3" 0= SEE SLAB SCHEDULE Q SLAB W/(4) 1/4"X21/4" p TAPCONS O' Q- 11 TOP OF SLAB - °�- - RECESS AROUND GARAGE • DOOR OPENING <E° A 4 • e SCALE: 3/4"=1'-G" EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON SCALE 3/4"=T-T (W/ UPLIFT) 5 6 NAILS, 2-ROWS, 4" O/C BTM VERIFY HEIGHT SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLABV W MASONRY LAP TOP PLATE A MIN. OF 48" NAIL 16•' O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERITY HEIGHT 71 STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED W WHEN NO SPACING REQUIREMENTS UPL N IFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z W SEE SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE K Q BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0. +- 0'-0" TOP OF SLAB PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ W ADDITIONAL METAL m U CONNECTORS NOT — REQUIRED WHEN NO UPLIFT IS PRESENT. K rary 0 8" CMU WALL POURED LINTEL CONT. (TYP.) 4 "l . 6" CMU FILLED CELL (TYP.) TOP OF SLABto'. °F-- SEE SLAB SCHEDULE EQ. SEE SCHEDULE 2X WALL FRAMINGEQ. FOR WXD, BAR SIZE +-0'-tl•SEE SLAB SCHEDULE ";12"DIA. SIMPSON STB2 BOLTS 5" AND BAR QUANTITY TOPOF SLAB a^ Z — MINIMUM EMBEDMENT INTO OLATED COLUMN PAD . GROUTED CELL, 4" FROM ENDS AND p INTERIOR CURB FOUNDATION WOOD WALL NTERED UNDER WALL AND L 16" O.C. VERTICALLY MAX URED MONOLITHICALLY WITH• UNDATION AND SLABSEE SCHEDULE ^, ULE FOR WxD, BAR SIZE R SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY ///III... B' VARIER 8' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3• 3' 9 SCALE 3/ "' V-1. (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE 34"=ro' vC 11 SCALE: n/ s-coHT. m i RECESS FOOTER &,_,'�_SHOWER SCALE:1"=1'-0" A R C N IT E C T S 6 Gaon 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 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: 8134036.2628 FAX: 813-886-2802 SILVERADO LOT #16 BLK ##10 PROJECT* 03719.001-16101 MODEX. 2368-B PAGE: DETAILS 2 DwATE 07/09/21 SCALE: 1/4"-1'-0" S1.1A 13'-2. 14'-6" 4'-10" 2'_, 0„ 10,11, 27'-4" DOWEL PLAN SCALE: 1/4" = 1'-0" 1 N C N IT E C T 8 6 Grou jLn. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.mm AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 DA 07/07/21 SCALE: 1/4"=r-O" SHEET s1.2 AR TIE VERTICAL REB"BAR` TO HORIZATIONA / 0" HK GROUTED BONDBEAM TIE VERTICAL REBAR / VARIES PER ELEV. TO HORIZONTAL REBAR W/10'HOOK � 'Lv GROUTED BOND BEAM VARIES PER ELEV t° 2 — O p #5 BARS EI ° 1. B„ 10" HOOK lk— g Mo c - �. ° a• �,,. •- •°��a ' �� ° 0 CLEAN OUT REQUIRED O Z m m FOR INSPECTION12 •Q • O co 0'-fY' FIN. FUR. jI • O •a TIE RREBAR ° • a � TO HORIZONTAL - - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ° Z th OU #3 181, #5 30" m ARE NOMINAL SIZESNS OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #6 36" HORIZONTAL/VERTICAL#7 47' HORIZONTALNERTICAL METHOD iR3 18" #4 24" #5 30" 0/ 3 MASONRY SYMBOLS SCALE: 3/4"=T-0' REINFORCING REINFORCING SCALE: 3/4"=1'-tT' #7 42" SCALE: 8"S U' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWNW/#5 w DOWEL IN FOUNDATION. ❑ © DOUBLE FILLED CELL 4 SCALE 3/4"=1'-0" A R 11"IT 10 T11 Grou[LL $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774�078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK 0 (2) 2X12 GENERALNOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 4021602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO I I" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14, 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A1064/A1064M 3)MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O0OPSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN PM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT 6'-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT. NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 0 0 Ell ERRMMME 1 BF16-1T/OWOB 8F16-lT/0M/0B 8F16-lT/O 8F16-lT/0M/O PRE STRESSED 2 .1 .1 I I � I I I I I A TT O I I I I I I I I I I 8F16-1 T/OM/1 B I I 0 0 0 I I L UNO. PROVIDE BB1 r------------------- I I • mo WHERE ROOF 0 TRUSSES BEAR, TOP o OF WALL @ 9'4" UNO I I LL I I � I I m I I o I I I I I I I I I I LL � I I I I I I I I I I 0 ---------- mo 0 16 LL I o• L _ J 0 \'-OB%,AH7AB m LL ■ AH7B pas mom 4� ECESSE 8F36-lT/l M/l B 8F36-1T/OM/1 B CGE PRE -STRESSED -- --.0 8F16- /OMllB DC r LIFT BEAM PLAN SCALE: 1/4" = 1'-0" LRCNITECTS 6 Gamsoi n. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdasigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2602 SILVERADO LOT #16 BLK #10 MODEL66-B LIFT BEAM ► m DwATE: 07/09/21 HCALE: 1/4"=1'-O" 9FIEET s2 NOTES TO THE INSPECTOPUCONTRACTOR TYP. 6"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8, �0 REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. NG� STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYR B"x16' �O #5 CORNER BAR W/ 30" LAP FOR EACH (iP 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 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL. / A \\4. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ' 8 VERTICAL REBAR W/ 10" HOOK POS FED 8X16 DBL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE •\O� O 8x8 BOND BEAM TOP OF • Q�G�\� W/(1)#5 BAR BOND BEAM O 30" TYPICAL Q F = FILLED W/ GROUT -a;\\O U=UNFILLED GROUT SOLID FROM TOP .pl\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF IN BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM E BEAM COURSE CO' SEE NOTE 5 ----- I��/ /— N. 16-1 T/11VI/ B 6x8 PRE -CAST CONCRETE LINTELW/(1)#5BAR(L2) pg9�F�P NOMINA L�� LENGTH OF BAR = WIDTH OF MASONRY CORNER P� HEIGHT # OF #5'S, TOP OPENING-2" BEAM DESIGNATION - BEAM COURSE n ENGINEER /015 REINFORCING OF BEAM THAT XFXX I INDICATES A DOUBLE BONDBEAM # OF #5'S, BOTTOM 8 8 PRE -CAST CONCRETE L SCALE: 34"=1'-0" BOND 1 AND XFXX-1Ti9Mro8INOICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1TllMl0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX -1 T/0MNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST -°a 1kf OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" = SLOPE FROM EACH END AND 18" 70n 6 O.C. MAX. MIN 1-14' `)-- m EMBEDMENT 0 _ 2x8 (MIN 2X3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR 70 BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSS UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BEA. END BILK VIMUWALL BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD AC I HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 9 SCALE: 3/4"=1'-O" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL, s I SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I� II CMU PIER PROVIDE #5 BAR W/ W/SINGLE OR DOUBLE REINF BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-O SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" FA N C N I T E C T t� Gr )b I LLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813.888-2802 SvsDIIV ae LOT. SILVERADO LOT #16 BLK #10 DETAILS f-' rxarrr 07 09 21 DATE: / / SCALE: 1/4"=1'—O" SHEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W! (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W! (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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 ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8' LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. W DOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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. AVD PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAOIIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 0 i��11�1■[nil-- "•�]■I�luglf�—� 'Ll■CI Ll❑o----�C7�rl]il� 7-�i�[I,��,' oll LM []moo InV RI I / _--- -- ' 1II �L���/� 10 0 7AH . '1 Rollo In AHT sPAAH . . 1' I' LEI �1 AH2 1' , r■' 1� AHI ■' AHIS -- [all �� - - - - 70 ROOF BY BLOR ■1AH98 ,r 1 �lellel� _ .... ___... ___ _� ou,�itE4y�iEa iutiL.�� morel. -------.fi l _-lrelNNN■let_ _. ■ EM KNEEWALL 12'-8" FRAMING PLAN SCALE: 1/4" = V-0" A 7 1 .1 A R C N I T E C T 8 6 Gason 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeaigngmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMO47 CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813886-2802 IIInIIVN arnnma A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (1 6) 10d x 3 J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 J" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ tOd GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", W x 4'-U' 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, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 A 1 B 1 C TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE SERIES BACKERBI.00K THICIOM 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER a •9 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. 4 B°ALE-'=I-0' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.— PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/8" 1 f HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" ENGINEERED WOOD TRL @ 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 "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE. A PT SYP #2 2" x 4", 6'. 8" x 4'-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS J" x 2 }'TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2)�' x 5" TITEN HD TO CMU AND (18) SOS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) }'x 5"TITEN HD TO CMU AND (18) SIDS }" x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) mm 8.401GR BLOB( THC**M 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 72" WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE WI 10dx12 HOG COMMON NAILS. @ EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK HTT4 W/ SIT A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18) 16d x 2-1/7' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB e4 . LVL/1NOOD POST CONNECTIONS 5 NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS 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) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114" x 2 1W* TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER "X" TO BLK W/ 1/2" DIA, QR 10--0" MAX (W/2X4)* (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' �F FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC 1x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" U R PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX o } MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's @EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF TT — TT 7f_ WOOD ROOF TRUSSES O.C. MAX. lx4 BTM. CHORD BRACING U-0" O/C J END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1V-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� /+ INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE 3/4"=V-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE ,1,IRu�sTs BRG. OAR BTM *lEe CHEDUL SCHEDULE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. - Z 2, END OF FRONT AND REAR LEDGER SHOULD °p g LAP A MIN OF *-W. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY 00 CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, qAMFI LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING CEMRALSPACING A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/7, 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2110 3/4" 6" Or 16" O/C F DOUBLE 2x12 3/4" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=l'-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3l4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0" I ItCN IT8CT8 6 Gamsoi n. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-886-2802 anmm FLOOR DECK 2x6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=V-9' SIMPSON H6 W/ (B)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (6) Bd EACH END COMMON NAILS, EACH ENDEVERYSTUD D E EACH END OF "BUNDLE" "NI OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/2" HDG NAILS GIRDERTRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-Y' BILKING_ EN DRUSSESL PT S6Wl 10d 3E O C 1ST PLY STAGG REDU PER� PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION 0= 0 Z QUU PER ELEVATION 1a'ZZ 1X2 FIRE -STOP 1/4 #8 WOOD SCREWS ,Y x 2" LONG ® 3' O.C.; STAGGERED OFF CENTERLINE OFF 26; NI 3/4" AS SHOWN ZSIMPSON. EA. TRUSS 111 314" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4•'=1'-0' O NOT USED 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK ON 16d NAILS INTO LEDGER AND 10d 3" O.C. #8 WOOD SCREWS NOTE: F FL T P OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x Z' LONG O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSSW/(4)16d STRUCTURAL SHEATHING 2X4 SUPPORTS BT. BELOW D O STAGGERED OFF CENTERLINE OFF 2x6; NAILS Q EA. END MUST NOT BREAK WITHIN E OF 2ND FLR) 314" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d "'.. MIN. FROM 2ND. FLR. R DECK 'µ NAILS @ EA END LINE ONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS G 4" O.C. MAX . OFFLOOR TRUSS 8" CMU WALL AT 16'O.C. AND 8" ROM INTO BLOCKINGX6 IS FOR WALL REINF PER PLAN ENDW/MIN5-12"EMBED. 16d NAILS 0 8" O.C. MAX THING NAILER) PER ELEVATION II�FIRE-STOP FLOOR DEC /4„PER ELEVATION PER ELEVATION �ONAILING lO=UUPER PATTERN i $ ELEVATIONPER ELEVATION PER ELEVATION24 2x4 P.T. CEILING M EREDWOOD -ENGINEEREDWOOD NAILER W/ FLOOR TRUSSES (SEE R TRUSSES(SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD MING PLAN) @,2 O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FORSON HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REO. BOND BEAM REO. RY TRUSS(VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSONHETA-16X, RUSS PLAN) AT TRUSSES PARALLEL (VERIFFYW/TRUSS SECTION DETAIL (�TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR scALE:3/4=1'-a' PRE-ENG FLOOR TRUSSES NOT USED 6 SCALE: 3/4"=1'-0" 7 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES — STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) 24" O.C. MAX PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUBB TO TOP PLATE 5/8" GYPSUM BOARD OR 1/'2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG, BOARD 44/46 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 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_jI 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 SPH40R SPH6 BTM 1/2' GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1!1" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. 2x4 SECUREDLED010's� EACH FILL ALL HOLES, DO NOT USE 10dx 3' 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. @ 16" 1 O8 10b 1 Oc OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS roPOST CONNECTION e A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1 Od GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4N3'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 21/2' SIDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4.565 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB & (26)16d x 2-1/Z' NAILS TO POST, 1RCIII ITECT3 6 Desi n GrouOLLD. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdeslgngroup.com 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: 813-886-2802 axnmir PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 • EA. SIDE 2X KNEEWALL TO BRG. HT. SECURE TO CM W/ 1/2'XS' ANCHOR BOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. (1' MIN. EMBEDMENT)-TYP. MTL. DRIP EDGE 2x SUB -BAND 12'-8' BRG. HGT. (2) 2XI2 HDR VINYL/ ALUMINUM DBL STUD WK2) SP4 SOFFIT (TOP 4 BOTJ DBL STUDS AT DOUBLE TOP PLATE CORNERS AND AT 2XI2 DBL STUD WK2) SP4 HEADER, SINGLE STUDS (TOP 4 BOTTOM) ALONG SIDE�Ar--T15'-4' BRG. IF HGT. 8'-S' TOP OF ARCH SPRING INE OP ARCH 1/I6 O.S.B. SHEATHING J OR P CDX PLYWOOD. u 5' STUCCO ATTACHED PER NAILING -' ? BAND SCHEDULE LL ENTRY SECTION -ELEVATION B A SCALE: 1/2'+ 1'-0' A N C N I T E C T a 6 aDesoin GroiW.._ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 w .abdealgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2626 FAX: 813-886-2602 ��I�Illlp; FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/37' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37' STRUCTURAL SHEATHING EXP 1 (32/16) .(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. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 318" 0.113 170,000 (16-20 RINGS F1667 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2 3/9' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS C O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1. 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3T Sd NAILS @ C O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 @ y ZL. z° �w z 0 Q U =O O K E 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ,. ZN w z (=7w Y S U yO Z O li TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING Z F 9° S 3 m BUILDING LENGTH 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 W RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6"-8" 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 HIPRDOF A ROOF WIND DESIGN PRESSURES NET(GRos3) ASCET-le 315 ZONE?a 33B.Z ZONE A=ae.Z ZONE 3r=5&e Z4' ENDZONE dSTA1J0E BASICWINDBPEED fa3 MPH EXPOSLNECATEGcar..1 RIEKCATAGORY. II AIIINA-1— ­­­'. I.— FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER CATION SIZE TYPE SPACING RE—._ SIZE TYPE SPACINo 1x2PTNRRI-TO MASIXJRY/GONG. HAAOENED O]IL 112`LONG. S- GARAGEOOORBUCK To— Il4'd.A NOWXER TAPCON MASONRY FASTENER B`GC tt?EMBED., a-ENOdST., I—EDGEdST. SGDpI EXT. DOORS EHAROENEDCOIL 4'0. WINDOWAOORIFASTENED GARAGEDOORBUCK SIB OIA.OR 90LT t6"O/0(3 'CIA) 4"EMBED..4"ENDDST., T,SEENOTEB s GOERED INTO MAEONRY/V TO MASONRYICONC. IZ'DIA H1.ASHER EXPANSION OIC Itrs'dAJ 3"EDGE dsT. WINDOW Buds I` >r oro WINDOW,DWR/FA9IENED ME—TRon TD CONTACT THIS ENGINEER FOR SPACING tx PT. SEE NOTEe iwlLi,aONG: _EKED GMASONRY/cGNc. REQUIREMENTS EXT. SWING DOOR SUCI(91 ITSEE NOTEe (,i)­ 'TA1 " FASTNER 1B PC t t/1' EMBED.BEND. DST., 1- EDGE GIST. -BEARING WOOD NKLTO CONC.SUB 1R`° EXPANSION " WI WASHER 60Li dBT., 3'EWEdST. DIPTWINDOWdJCK S•OIC 4°END.-T.,Ilo' IT TOSNOTEw`SEE BIWI WASHERS AGGERED EDGEdST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR VNTH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2, MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W, STRUCTURAL DRAWINGS SHALL BE USED IN CO NJ UNCTION 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 ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND ABC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED 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 DESIGNEDAND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W 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, AT 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 STRUCTURALOEPENDING 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 A10641A1064M, 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 T-O" 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 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: _ LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD non-oonwrrent 10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 pet w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 sf BTM CHORD P P DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GE -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941094M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MWUrES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN M MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER I4W FOR #5 AND SMALLER Z' FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-1/7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS REINFORCING STEEL: REBAR SHALL BE ASTM A615A6/5M 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 W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB THE AN BEAM OR LINTEL SUPPORTING THE WALL AT TH BOTTOM WITH D O OM MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A50G/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E ORS, Fy = 35 W, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS MATH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4461A446M GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. g e e M I T e e T a 6 GrouOLL . .41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 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: 8134386-2628 FAX: 813-S862802 91NIN111' SVHDIV. de LOT SILVERADO LOT #16 BLK #10 DETAILS rSckn' PATE/ 07 09 21 SCALE: 1/4M=1r-0N SHEET SN1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ET— ® FASCIAL J-CHF F" MAX. DETAIL A FASCIA 0 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO 0 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 STAPLES INSTALLED 7Q �THRU SOFFIT AND J-CH J-CHANNEL AT NAIL HEM AND IN VALLEYS #BX3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX —01 lo— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT-`1 ® J-CHANNEL--' J' � 11CTA II C �-�nrllvlv�L_ BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JOI / BY OTHER EMB. 1X2 WOOD BATTEN 11 ��OFFIT(D &CHANNEL Q3 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER [BY LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO 7U STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN--� r2X2 WOOD BATTEN 10 _ . / O SOFFIT INSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT ® }„ FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED@ DETAIL C 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) ��CONCRETE; CMU OR WOODam (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL 'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 0 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 3.519 .f��i�>{>?f••. , 375 .375 Jd�dJi 4 3.625 3.625-3.66 5 08 03& bi A 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T E C T i GraouA P. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeaigngroup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 �.oe000mo�. r VHDIV. Ae LAT: SILVI RADO LOT #16 BLK #10 VaJ/177.VV 1-1VIV1 MODEL: 2368—B SOFFIT DETAILS rasaar-r DATE: 07 09 21 SCALE: 1/4"=1'-C SHEH: P SD1 6 ,.