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a Is STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE 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 LiABBdTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAINING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A'TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS,OF CONSTRUCTION BY THE BUILDER WHEN NO RR's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE Q0278o ---JORDYN 11 FOR: AI1R, HOR110N 1lt,tt�a, .r / Z-f 12602 TELECOM [DRIVE, TAMPA, FL 33637 -FIARMA�'gB�O�IIAIyNyG�CODE. FJSIDZRTL44 EDITION `2020) -ALL IACAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASK WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CALL. SQ.FT. CALC.'S 1ST FLOOR LIVING 1,618 SO• FT. 2ND FLOOR LIVING Ib60 Sd FT. TOTAL LIVING 3,218 SQ. FT. GARAGE Tee Ga FT. ENTRY (ELEV H) 112 COVERED LANAI 140 TOTAL 4,230 SO. FT. Te1= (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM LUN41NOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MIMMUM BD. BOARD M T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB, CABINET MIL, METAL CLG. CEILING N.TS. 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 D➢L. DOUBLE PLYWD. PLYWOOD DG. DUAL GLAZED PR. PAIR DIA, DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS OF. DEEP RA.G. RETURNAIRGRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNS POiTF RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER SC. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION 5H. SINGLE HUNG EO EQUAL SHT, SHEET EXH. EXHAUST SHTHG. SHEATHING M. EXTERIOR SHWR. SHOWER F.O/FX. FIXEDGLASS SIM SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS ELF FLOOR STD, STANDARD FLUOR. FLUORESCENT SWS SWEAR WALL FR. DR. FRENCH DOOR SECTION FIG. FOOTING TEMP TEMPERED GLASS GA, GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U N.O. UNLESS NOTED HB, HOSE BIB OTHERWISE B.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT, OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD MY INTERIOR WDW. WINDOW W111 WATER HEATER W.I. WROUGHT IRON REVISIONS DESCRIPTION UPDATED PLANS TO INCLUDE I —JOISTS ADDED STONE CAP TO ELEVATIONS ADDED COMPONENT AND CLADDING TO SHEET Al UPDATED LED LIGHTS PER D.R. HORTON ADDED SI1I'SON CONNECTORS LLO. USP ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON UPDATED NEW FLOOR PLAN LAYOUT PER D.R. HORTON SENT FLOOR PLANS AND ELEVATIONS TO D.R. HORTON FOR APPROVAL PLANS HAVE BEEN UPDATED W/ CORRECT TRUSS PACKAGE (160—C) SENT TO. ENGINEER FOR APPROVAL MADE REDLINES CORRECTIONS FROM ENGINEER CHANGED ROOM NAMED PER D.R. HORTON UPDATED PLANS PER RU AT DR ROSTON REPATHED XREFS FOR THE 2080 FBC cjr A` INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION G G I I PLAN I DOWEL PLAN LIFT BEAM PLAN FRAMING PLAN m A R C N I T E C T E gcrtlujsom� 441 N. RONALD REA pu LONGWOOD, FL 377 0 PH: 407-774GOTO FAX: 407-7744OT8 www.abdesigngrou p.com AA 8: 0003320 IF DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC, 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134SW2628 FAX: 813.886-2802 le0000000. BU13DM as LOT: SILVERADO LOT #14 BLK #10 PROJECT* 03719.001-14101 MODZT_ 3278-JORDYN II GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH EXP. C JUL DATE- 07/09/21 SCALE: AS NOTED EIiIEET C1 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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1: REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANA. THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN F INCH GYPSUM BOARD OR EQUIVALENT. Is 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/+" PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 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 PRIMES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-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-C1063.19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEWNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS 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 / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFRB 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 R C N I T E C T S Grp. 441 N. RONALD REApAN SLY LONGWOOD, FL 311760 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroyy EOM AA #: 000332t DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-686-2902 amnnna DVHDIV. Ae LOT SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODELa 3278-JORDYN II GARAGE 13WING: LEFT PAGE: GENERAL NOTES %150 MPH EXP. C DXTE: 07/09/21 SCALE: AS NOTED SHEET GN -w MASONRY/FRAME WALL LEGEND S'-4' BLOCK WALL UNA ON PLANS BRG. I-GT. VARIES 8' BLOCK WALL UNA ON PLANS IV-4' BRG. INTERIOR LOAD BRG. WALL UN.O. ON PLANS 4' INTERIOR O LOAD BRG. WALL UNA. ON PLANS SQ.FT. CALC.'S IST FLOOR LIVING IA IS 60. FT. 2ND FLOOR LIVING 1,660 SQ. FT. TOTAL LIVING 3218 SQ. FT. GARAGE l00 So. FT. ENTRY (ELEV H) 112 50. FT. COVERED LANAI 140 SQ. FT. TOTAL 4,230 SR FT. RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS • 16, O.C. W/ 1/2, DRYWALL SHIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN m� MBAR REINFORCING BABE Q 4 BRACKETS AS CABINET - 3NECESSARY. I �STYPTCABINET SECTION COA aeff AND CI A M IID LOADS BABCIMDE FOEMFOR8GEMOQU618 OPB#108 amen BONE 1601lNIIIDlWO FEIMM ANDTIPE FOOTAGE MIN. WINDOW 10 5 325/-435 CRITERIA EXTERIOR SWING 253 5 305/-39.6 OR MIN. CRITERIA SGD. MIN. 5 21.1/-33.5 CRITERIA 16010 O.H.O. 112 S 21A/-333 8010 O.H.D. 56 5 289/-36.2 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 24'-0 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. CONMOLDA16COO NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH S1TE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V'2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.Smm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 34-SH v ------------0 - . I HB COVERED CASUAL 0 c0 I 9'-4' CLG. .f 0 DININ �' v - 9'-4' CLG r„" =,�I/ ,,,"FOND/ \I /NI I 3'-2' FONDn _[I 12'-2" II'-B' 2'-4' 25-814 EGRESS 120M SGO - _ - -=m � A' ri LINTEL • I T-4' AFF. I * BDRM 2 rA M AI ,`-- CLG.0 T311 0> KTfCfffiV s BATH2 6' 6'-8' 6' 4'-8' 6' 2'•4' 1'-i0' 3'-2' WZC• I 0 I I FLAT STAIR DATA: I � L - - - M I� HDR • ITR • 1 &' 42' HIGH FLAT X law 11 8,_0, I/2 WALL 15T • 10' W/ HDR �� - REF.i - 9 UP W/ GAP I' NOSING g_0• i , �@ ISH i0 m ---- ---a FLAT HDR-r 0 51T, POWDER l i ppy W-4'CL6;. LANDING I m T-4' CLG. ry s j 9 ,�, `9 2X4 LBW II WGWG II -- �`• 2x6 LBW s M.T. • FLAT HDR • 8'-0' 6'-2' 8'-9 4'•5' 10'-4' 6'-0' 13'-4' I N F�� �� - -_ _ ROOM 9'-4' CLG. 9'-4' CLG. I ATTIC I I I a 0 L—ArwQg$&- J �. 6'-0' X 6'-8' " I LITE DOORS STONE GARAGE � � ^ 5'-4' CLG. ICI (2) 26-SH � JI I I `SOT. OF LINTEL • I 0 ' T-4' AFF. 9�G I 0 •0 0 0 OF COL. 0 v"-Top • 8'-8' AFF. M 8'-0' X 1'-0' O.N. HB j v 0 v STONE VENEER FIRST FLOOR PLAN SCALE: 1/4' • 1'-0' 1 R C N I T! C T t 6 GroupOL� 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroupxom AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 annum� SUBI)m & L.OT SILVERADO LOT #14 BLK #10 PROJECT#4 03719.001-14101 1[ODEL• 3278-JORDYN II GARAGE OWING: LEFT PAGE: FIRST FLOOR PLAN 150 MPH E . C WALL THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2-1/4' HANDRAIL • 36 (2) LAYERS OF 3/4' PLYWOC OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER - W43) b 3' SCREWS • EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND TWKICESS OF SUB -FLOOR SHEATHING i n"- NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/41t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. HANDRAIL SECTION A SCALE: INTO NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MMI) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE / ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOM$ SHALL BE SEPARATED FROM ALL HABITABLE ROOM$ BY NOT LESS THAN %'(15.11mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH IQ INCH GYPSUM BOARDS. FBCR 2020 ('NTH ED.) 302.1 3/4' TIG SUD FLOOR GLUED 4 SCREWED FER PABTE-NER SCHEDULE 10'-8 3/4' i 2ND FIN. FLR \ i S'-4' ERG. HGT. — FLOORING SYSTEM (SEE FIRST FLOOR FRAMING PLAN) 2X HEADER OVER DOOR 2-8 DOOR AT STORAGE UNDER STAIRS STAIRS RISERS TO COW'OR1 TO POOR TTH EDITION 2020 MIN TREAD.10' MAX RISER.T 3/4' 3A6' MAX VARIATION IN MSERS/TREAD8 ADJACENT TO EACH OTHER 3/S' MAX VARIATION IN ANY RISERRREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' •-I/4. OR PROVIDE EQUIVALENT &RASPASILITY WINDERS- MIN. 6' WIDE • NARROW END MIN. II' WIDTH • 12' FRCM NARROW END 34' MIN. HANDRAIL W.T. V-0' FIN. FLR STAIR SECTION 1 SCALE: I/2' • I'-0' r----------------- I ( i 1lDOP —iffiaw------------- I Owl:l:l:l:l:l:l:li4lwl: ----- :!:!:!:!:!:!:!:!O i t:II'11 a 010 - ..-M 1• i�41mm l0CAT. 11 SAFETY GLASS A5V. ME �Ilo,. ol:::e':e':a:dlol::d::d•..�Iold::e'.:7::d.L � ��� - � p �•: lol.la lol_.._._._cao ol:o_cfo o: o: o• �o SECOND FLOOR PLAN SCALE: 1/4'. ]'-0' A R C N I T E C T i 6 Group 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 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-M-2626 FAX: 813-886-2802 avHDIV. 6: LOT SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL' 3278—JORDYN II GARAGE 8W]ING: LEFT PAGE: SECOND FLOOR PLA 15 PHA C AREA OF ATTI C = 2568 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREDVENTILATION AREA = 25M /300 = 8.56 ENTI LATI ON AREA X SO, INCHES PER FT.(144) = 1232.64 SO, IN. MIN. REQUIREDVENTILATION IN UPPER PORTION OF ATTIC = .SX 123264 = 616.32 SQ, IN. OFF RIDGEVENTILATION AREA = 11S SO, IN. PERVENT 616.32 /115 TOTAL#OF VENTS REQUIRED = S3593 OTAL#OF VENTS PROVIDED - 6 SO, IN R SOFFIT VENT] LOTION AREA = 11736 UNEALF NEALFTOT = 616.32 /11.736 TALUNEALFT OF SOFFITVENTING REQUIRED = S25153 UNEALFTOF 'AREA OF ATTI CIS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG r (EXTERIOR OF W ALLTO IXTERIOR OF WALL, NO OVERHANGS INCLUDED) —PRE-Ewa ROOF TRUSSES BOX OUT BEAM W/ 1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER VIb' 085 SHEATHING b' WIDE STUCCO BAND - TYP. 12, $a CMU COLUMN W/ 1/8' STUCCO FINISH 8' WIDE STUCCO BAND - TYP. CONCRETEAT aPORC�Hj���j��%/��j�� a < i. SEE FOUNDATION -/ FOR FTG. SIZE DETAIL A SCALE= II'. II WINDOW - .I' Ul I V2' s DETAIL B SCALE: I'• I'-0. HURRICANE STRAP. SEE FRAMING PLAN �. 9'-4' BRG. HT. i0 S'-8' T.O. e' X 8' PRE -CAST LINTEL 6 0'-0' FIN. FILM 4 Ei� Z19 - 14 DETAIL C SCALE: I'• I'-0' 5' WIDE RAISED STUCCO BAND 4' PROJECTION (TYP.) I B 10'-8 3/4' 2ND FLR. HT.�— 9'-4'A B�— - I'-0' 5' WIDE RAISED STUCCO D J BAND .1 PROJECTION (TYP.) I . q DETAIL D SCALE: I'. I'-0' 4RDEAIL I'• I'•0' GARACIE DOOR TYP. 9'-4' E3RCsNT ---- I 5 � TEXTURED FINISH SHINGLE ROOF TEXTURED FINISH I.I I.I f;—1 I.I (.) I� I•) (•I (.I I.I I.I FOR ��l FOR ��� ��� ��� Ili ICI IN ICI , In ��� �� �� 1 ICI IOU ICI ��I � �� �� ��1 ME ME [N-1 FRONT A , (TEXTUMP 8 314' 2145FLR HIT.�— g_4. BRG HT_$____� FIN. FLR----�- REAR ELEVATION—H 5' WIDE RAISED STUCCO BAND •I' PROJECTION (TYP.) TEXTURED FINISH 5' WIDE RAISED STUCCO m BAND •I' PROJECTION III III Ulf (TYP.) 12' Sd CM BLOCK COLUMN (T.O.0 • W-89 (TYP.) STONE FOAM VENEER CAP A N C N I T E C T! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.ebdesigngrouP.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819A86-2628 64 FAX: 813SW2802 111111111101 01111111111 SVHDIV. & M"rN SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL: 3278—JORDYN II GARAGE Sri'ING: LEFT PAGE: FRONT & REAR ELEV. H 150 PH C I JUL aw a 07/09/21 SCALE: AS NOTED SHEET A3 H of 1'-0. 4'� STONE VENEER ,1 2 4 19'-4' ' - — - — - — - — - — BRG. HT. RIGHT ELEVATION-H (TEMPEP WSW ---------- I—�9 BRG. HT. -0' �S 10'-8 3/4' p—� ND FLR T. i9'-4' B ►0'_0' -- FI- ICIER TEXTURED FINISH TEXTURED v FINISH OFF RIDGE T 8 10'-8 3/4'�, 5 2NDFLR. HT—_—_—_ _---- ----------_---- ----- --'-------------- ---- V-4'� —Br-- - — - — - — - — - — - — - — - — - — - — - UT FOAM 9 TEXTURED TEXTURED CAP to FINISH FINISH 'v m 0' _ 0' FIN. F�---- '—'-- ---------------'---------------------'-- -- STONE LEFT ELEVATION-H VENEER A E C N I T E C T 81 6 Gro�us� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813486-2628 FAX: 813486-2802 �voeoo. 8U13DIV. Ac LOT: SILVERADO LOT #14 BLK 10 PROJECT* 03719.001-14101 ][ODEl- 3278-JORDYN II GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEV. H 150 JIPH EXh C JUL 73 awTE 07/09/21 SCALE: AS NOTED >9 MET A4H e ELECTRICAL LEGEND SYM. DESCRIPTION di STANDARD SWITCH -"- 3-WAY SWITCH .y� -WAY SWITCH y� IMER SWITCH '-@I BUTTON ISC0WECT i HERMOSTAT INGLE RECEPTACLE (129v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE IDV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 411: EXTERIOR WATERPROOP/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® IVV DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE CTOR) -0 DEDICATED RECEPTACLE L MOUNTED LIGHT ILING MOUNTED LIGHT DANT LIGHT LOOD LIGHT LL SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FT.) A= BULB LIGHT FIXTURE nma BULB LIGHT FIXTURE 8�9G9 BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 'x4' FLUORESCENT (RECESSED) x _= O CESS LIGHT • CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN ELECTRICAL PANEL (FIELD VERIFY OCATION) FQ -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) (LING MOUNTED PAN BVENT FAN (I CPM PER 80. FT.1 PHONE JACK I QSMOKE DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) ® / xDETECTOR C I I T D CHIMES �N TV JACK • ELISS PORT 4 CUTLETS 4 PANS • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 90 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI9M3 FBCR Tth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PBCR Ith ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 19% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C- ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020- Tth LED LIGHTING ® SINGLE LAV. BATH 2 LED LIGHTING Cap SINGLE LAV. POWDER RM FOND/ FOND/ L ' J L\ ' 4 EIDRM 2 PRE -WIRE a CLG FAN 1 I V/ 1 / \ L--- (il--� / `If \ / 1 LL � Ell GFI• / \ GFIo I ATTIC ACCESS W/ \\ SWITCH 4 LlgE \ / \\ / GARAGE -' � LG. 4W8 OUTLET \ ® — / \ GFI CLG. I ` OUTLET I OUTLET FOR I \ IRRIGATION ) TIMER / COVERED LANAI FIFE -WIRE FOR 'T CLG FAN I I 1 CASUAL OPT. � DINING t,L) FIXTURE / 1 WP �\ \ GFI \ \ \ 1 1 \ Lr--------- \ I T \ GREAT JUNCTION 1 ROM COUNTEUNDER --- I PRE -WIRE (� I FOR DAU. FOR 1C CLG FAN( \ L I Y 1 \ OPT. I o 1 ` CAFE FIXTURE I - - - - - - KITCHEN OPTL�-q T -- _ UI C J PANTRY 1 GFI• W14 44'AFF. /�` o / CHIMES / JOYER FLEX ROOM \ GFI• � 44'AFF. PRE -WIRE FOR CLG FAN w� I WP1 -� GFI P.B. FOR CHIMES —� ENTRY Ttf--------- — / ---_-0 / / PRE -WIRE FOR COACH / LIGHT PRE -WIRE -------------- PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4'.I'-0' ELEC. FOR HOOD/ MICRO ABV. A R C N I T Groulfm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813E88-2828 FAX: 813-SM2802 InIINn� SUHDIV. de Mon SILVERADO LOT #14 BLK #10 PROJECT* 03719.001-14101 MODELa 3278-JORDYN II GARAGE Ei1PINO: LEFT PAGE: 1ST FLOOR ELECTRICAL PLAN 150 MPH E JUL D TZ 07/09/21 SCALE: AS NOTED SHEET E1 PROVIDE 3 2/0 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND N 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: COMBINATION 200 AMP A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE DISCONNECT 120/240 VOLT I PHASE SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M SWITCH AND THE FBCR NTH EDITION (MLO 2020). LOCAL CODES, AND ELECTRIC PANEL ANE ALL LOCAL POWER COMPANY REQWREMENTS. METER IN NEMA B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN 2 3R ENCLOSURE UNLESS NOTED OTHERWISE. MGB MC5 TELEPHONE CAALE SERVICE TELEVISION ENTRANCE SERVICE POWER COMPANY EQUIPMENT ENTRANCE TRANSFORMER EQUIPMENT NTERSYSTEM BONDING TERMINAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PHASE 1 04 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE 42/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 •4/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS FSCR ITH EDITION (20202 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC g/8" DIA X 8 FT LONG COPPER COMPANY PRIOR TO BID. CLAD GROUND ROD A N C N I T E C T E Grouse 1441 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: 813886-2628 FAX: 813886-2802 9LJ3DIV► & LOT SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL: 3278-JORDYN II GARAGE 9TIING: LEFT PAGE: ELECTRICAL RISER, CALCULATIONS 150 MPH E C nw1`E� 07/09/21 aCALE: AS NOTED a*== El.1 ELECTRICAL LEGEND SYM. DESCRIPTION A& STANDARD SWITCH -WAY SWITCH -WAY SWITCH IMMER SWITCH HE BUTTON 'SCONNEGT T HERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) �V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EGUIPPED ITH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) .V DUPLEX OUTLET (HALF OF OUTLET !RED TO SWITCH) 19- XTERIOR WATERPROOF/GPI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE RE10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE ECTOR) CATED RECEPTACLE MOUNTED LIGHT NG MOUNTED LIGHT ANT LIGHT D LIGHT #*E SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) B LIGHT FIXTURE S LIGHT FIXTURE B LIGHT FIXTURERACK LIGHTING ATTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) SS LIGHT SS LIGHT (VAPOR PROOF) ftLEITRICAL NG MOUNTED LIGHT WITH J-BOX OPT. FAN PANEL (FIELD VERIFY TION) FQ -SOX (WALL MOUNTED) CD -BOX (CEILING MOUNTED) FILING MOUNTED FAN B T FAN (I OPM PER SQ. FT.) 14 E JACK i-OQ OKE DETECTOR (WALL MOUNTED) G OKE DETECTOR (CEILING MOUNTED) ® I ING MOUNTED) HIt M III PENER N V JACK E SB PORT • LCC 1 J 4 PHONE OUTLETS 4 FANS TO BE VERIFIED HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR -Ith EDITION (2020) 4 NEC 210.12 201T EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FSCR 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR tth ED (2@1@). • ALL WORK TO COMPLY WITH ELECTRICAL R POVISIONS OP THE P5CR ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MOT BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Tth I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I ----------- ROOF -----------J BELOW ROOF F-----------------------BE-LO-W -------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ROOF I BELOW SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4'•]'-0' ----------- LED LIGHTING Cap DOUBLE LAV. BATH 3 LED LIGHTING ® DOUBLE LAV. BATH I A N C N 1 T E C T 81 GrouoL� 441 N. RONALD REAGAN RLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigrigroup.eom AA N: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1D04 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813-886-2802 �°0000000�. $VHDIV. & I.OT SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL' 3278-JORDYN II GARAGE Sr/INO: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 H E C JUL DA'• 07/09/21 SCALE: AS NOTED 81MET E2 mil I IIR���Iin we 1 1/2' I `.PL � I 1 I I/2� ILAT. U � TUB � y kA I I [� L KITCHEN ROOF SINKW/ r--------------------- BELOW-------------� AUTO VENT i I I I NOTES ALL PVC PLUMBED TRAPS I I I ARE TO BE 'P' TYPE. '6' TYPE ARE PROFIIBITED. VT TTA�fRTNT("_ RTCT,'R I I I I I ----------- ROOF -----------J BELOW FIRST FLOOR SCALE: 1/4' . V-0' SECOND FLOOR SCALE. 1/4' . V-0' A R C N IT E C T 6 G2%sol n 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.8bdeslgngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813,886-2628 FAX: 8134886-2802 SVHDIV. de L.OT SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 IMDEL 3278—JORDYN II GARAGE STUNG: LEFT PAGE: PLUMBING PLAN 15 M H E . C DAA 07/09 '21 SCALE: AS NOTED SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFa. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-CONOITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. 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. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ISECURE STRAP W/ (2)-3/16'X2' COUNTERSUNK CD. PLUG i0 CONDENSER FIN. GRADE UNIT SIMPSON WB ROLL STRAP OR PAVING �OR EQUAL 4' CONCRETE SLAB-/ `SECURE STRAP TO UNIT W/ (2) "8X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT M PASS-THRU AIR GRILL SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED CONNECTION TO PAD 1 E 517E PLAN NOTE: MAIN 0 12' DRAIN RU OEXT. GROUND CLEAN -OUT (TYP OVER HEAD 12FROM STRUCTURE NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING SCORIATED NICKEL FIN. FLOOR O O EXTERIOR WALL BRONZE FL. PL. OR WALL PLENUM p y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES BRAGS PLUG y AIR HANDLER EXTERIOR WALL FITTING OR EXTENSION TO y 3/4' PVC CONDENSATE DRAIN LINE SOIL OR WASTE AS REQUIRED EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB WADE W40-K JOSAM 56000 T REFRIGERANT LINES TO INSIDE SERIES NICKEL BRASS TOP PLATFORM RETURN CONDENSING UNIT CAULK P.V.0 OPTI/SPEC TRAP DRAIN LINE AND TERMINATE EVIN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) INV. SEE MECHANICAL BLDG. CODE Y5ITE PLAN SECTION 3013.4 HVAC DRAINS FLOOR SLAB CLEAN -OUT (TYPN) �I BDRM 2 co mME I Ir I L J GARAGE I CASUAL COVERED DINING I LANAI I I o I 00 ------ — ----- 8 I I KITCHEN I I I GREAT In F--- ROOM --- 00 I I II O II m. LI n I I 14x11 I 8 x N 10x10 I 12' S/A -- ---- f 3 FROM g — ABOVE ---- - ----- ( I I I I -- 4 8x4 I I I I I PANTRY o x x FOYER FLEX ROOM I0' S/A FROM ABOVE I ENTRY I ENTRY _-------�---------------- FIRST FLOOR MECHANICAL PLAN SCALE: 1/4' • 1'-9)' A N C N I T E C T t 6 [�rDeS�lt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-866.2628 FAX: 813486.2802 ��.W0000e�. avHDIV. & LOT: SILVERADO LOT #14 BLK #10 Pl%0JECT# 03719.001-14101 MODEL• 3278—JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH . C RINT R 7/09/21 S NOTED 1 HVAC NQTES I. ALL MECHANICAL EQWIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 7TH EDITION (2020) 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 ROOM$, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. * 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 OBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND E SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL ROOF — — — — — — — — — — — — — — — — — — — — — BELOW------------- I I I I I I I I I I I I I I I I I I I I I i I I I I - — _ _ _ _ — — — — _ ROOF BELOW SECOND FLOOR MECHANICAL PLAN SCALE: 1/4' • I'-C' A R C N I T E C T t 6 GroupLLm 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigigroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134886-2802 �911111N11� SU33DIV. de LOT SILVERADO LOT #14 BLK #10 PROJEOT# 03719.001-14101 MODEL 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH E C JUL DA'PE 07/09/21 SCALE: AS NOTED SHEET M2 2X4 TOP PLATE PRE-FAB TRAM IR' CLCk BOARD 112• DRYWALL SECURE ST. 8TUD8 .24' PLATE TO SLAB OL. W/ 10d MASONRY NAIL • 32' O.C. MAX 1 Ir SLAB PIN. FLR ITIONS SUPPORTING HUNG PLUMBING ¢ES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (a:)TYP. INT. WALL ( NON- BRG. ) D1 SCALE. 3/4'•1'-0' erau oo eaw. ua � F nc rnve row e+r ua .ti WOWeua ,/21GAS LINE THRU BLACK oaLv. e7etL �� �� qq, vale7leAL 71eAOc BY 07mm FAVOIE ro,� o To a TRAAX TRACK BRACIQ7a F - CT AIWVROYAL RlA ��GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.I1. FIBERGLASS SHINGLES AS PER FBCR W5.1.1. 0 EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER FIBERGLASS SHINGLES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. AS PER FBCR 805.1.1. SHEET SNI. SECURED PER SECURED PER WITH UNDERLAYMENT AS PER FBCR W .U. ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING THICKNE88 AS PER THICKNESS AS PER SHEET STIFFBACK AT ALL UPRIGHTS SHEET SNI .SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 9/S' GYPSUM BOARD FASTENER SCHEDULE MTL. GRIP EDGE MTL. DRIP EDGE SCHEDULE R IR' HIGH 9 PRE-ENG WD. TRUSS 5 A S2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MAX — x. ELEVATIONS BOARD REFERENCE ELEVATIONS O PER STRUCTURAL VENTED SOFFIT ? PER ELEVATION VENTED SOFFIT If SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS PRE-ENG TRUSS INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL BREATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EVER R ODE FSOR1S FOR SHEET SNI. SECURE PER THICKNESS AS PER 0. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS OA. ELEVATIONS 5/6' GYPSUM BOARD OR 1/2'ON SHEET SNI. R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER CTUREB 2x P.T. SECURED SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.G. IR' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND S' CMU CEMENT PLASTER APPLIED STRIPS a 1/2' THICK, 2 COAT GYP• • WLBD. CEMENT PLASTER APPLIED IR' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BABE , CMU DIRECTLY TO MASONRY LPLASTER APPLIED CEMENT WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR _ ° ° _ 0'-0' FIN. FLR 0'-0' FIN. FLR ° a _ 0'� 0' PIN. FLR 4 m a• cMu � . ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I -Iry IN a ENGINEERED PER ASCE 1-16 IN 4 ACCORDANCE WITH FBCR 2020 4 ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 4• ITH EDITION, SECTION R301.13 AND 16095.1. AND 1609.5.1. N W/ WINDOW OPENING B TYP. WALL SECTION ti W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE %5�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-0* UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'-F-V UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION 15 e4 WHICH USES 2020 TTH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. A E C E I T E C T GrouSoL� +~~ LONGWOOD, fL 32750 �� V PH: 407-774-6078 FAX: 407-7744078 www.abdealggoup.com AA 8: 0003325 J DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813$86-2802 >9UBDIV. 3e LAT: SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODELa 3278—JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 KH E C FIBERGLASS SHINGLES FIBEIRGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 903.1.1. AS PER P15CR ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD ER PRE-EN13 WD• ER 24' O.C. MAX. IfELEVATION 24' O.G. MAX. 17LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCB FOR VALUES VENTED IOA 15/8' GYPSUM BOARD ELEVATIONS ION. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP REFERENCE STRUCTURAL R-4.1INSUL. REFERENCE 4.18NSUL. STRUCTURAL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS W w A STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED N 3/4' T A G SUBFLOOR AS PER NAILING IR' THICK, 2 GOAT K 1/2' THICK, 2 COAT ASUPER SCHEDULE PORTLAND CEMENT > NAIILINGLED SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY 70 w DIRECTLY TO w MASONRY MASONRY R w M R IX2 FIRE -STOP L VAT ON IX2 FIRE -STOP 7ftLEV TION SEE STRUCTURAL SEE STRUCTURAL R R LEVATION LEVATION 5/8' GYPSUM BOARD S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD ER - IfELEVATION IX2 FIRE -STOP IX2 FIRE -STOP (PAGE 63.I5 - DETAILS 344) (PAGE 65.I5 • DETAILS 344) I R-4.1 INSUL. R-4.1 INSUL. g w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED PORTLAND CEMENT Ix2 P.T. PURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS 24' O.C. DIRECTLY TO STRIPS • 24' D.C. MASONRY e' CMU MASONRY 8' cm 1/2, GYP. WL. BD. 1/2, GYP. ILL. BD, WOOD BASE WOOD BABE IX2 FIRE -STOPS IX2 FIRE -STOP Or Fla ,a n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING L� 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•I'-O' A R a N I T E C T a 6 ^rDesMn LUNUWVVU, M aziou PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 8134386.2802 SU13DIV. Se LAT: SILVERADO LOT #14 BLK #10 PROJECT* 03719.001-14101 MODEL' 3278-JORDYN II GARAGE OWING: LEFT PAOE: DETAILS 150 WH E . C 07/09/21 SCAM: AS NOTED SHEET D2 122E 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U 1/7' X S' J-BOLT W/ 4' MIL EMBEDMENT W/ 2' X 2• X IAS' WASHER 4 NUT OR UV (2)1/2' X W ANCHOR BOLTS W/ 4' MIN EMI EOMENT W/ 21 X 2' X VS' WASHER 4 NUT 0 0 MOM 2x TO BLK W/ R 0 N V4'TAPCONS I W' EMBED. S' OG, 4• END DIST. I LIV EDGE DIST. e slop 2X6 GARAGE DOOR MUCK SECURED W 111 112' X S' J-BOLT OR ANCHIOR BOLTS, W/ 4' MIL EMBEDMENT, W/ 2' 0 X 2' X US' WASHER 4 NUT. (1) WITHIN ►' OF TOP, (U WITHIN S' OF THE BTM, O" (3)EVENLY SPACED. 0 9 � NOTES. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURERS INSTALLATION INSTI6UOTIONS WERE fi f N6TIl=TION6 AMR MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 3 4(:Auw•.r•r 2X4, 00 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHANK SIZE .W5 MIL HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END b' O.C. MAX SPACW. 2X4. SECURE TO BLOCK W/3A6' TAPCONS (MR SHANK SIZE .NS MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WTNM S' OF EACHH END 4 18' OG. MAX SPACING. 2X4, SECURE TO BLOCK W/ 114' TAPCONS (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 16' OF. MAX 6PACING. 2X6, ® 2X6. ® 2X6, SECURE To BLOCK SECURE TO BLOCK SECURE TO BLOCK UW2) 3/16' TAPCONS W/(2) 3/16' TAPCON6 WK2) 114' TAPCONS (MIN. (MIR SHANK SIZE .MS (MIL SHAW SIZE J45 SHANK 612E .W MR MIL HEAD SIZE $00 MIN HEAD SIZE 300 HEAD SIZE 300 MIL S' cm MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WTNM S' OF EACH END S' G"Rl WTNM S' OF EACH END S' CMW WAT14 S' OF EACH END �* DRYWALL 4 IS' OAC. MAX OPACMG. 4 IS. O:C. MAX SPACING. 4 w' O.C. MAX 8PACMf. S' C'llU IX4SE P.T. OR 6U FRAME MIL In' DRYWALL I/2' DRYWALL 1/2' DRYWALL SECURE THIIEJ FRN'E 4 1'X4' 2XS. ® 7X8, ® 2X6, EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK ❑ I'X4' 60CURE TO BLOCK a I'X4' SECURE! TO BLOCK 1'114' BLOCK W/ 9A6' W/(2) 3K' TAPCONS P.T. NAILER WK2) �' TA!"CONG P.T. NAILER W/(2) V4' TAPCONS P.T. NAILER TAPCON6 DOOR CASING (MIL SHANK 61ZE .146 1AW OAS. X 4' MIL (MIN. SWANK SIZE J45 DOOR CASING (MIN. SHANK 612E .146 (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MR HEAD 612E 900 MIN. MAD SIZE 300 '1A6' OAS. X W MIL MIL HEAD SIZE 300 MR EMBEDMENT I V4') DOOR CASING MIL EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1-1/4' WTNM S' CP EACH END WTNM S' OF EACH END WITHIN W OF EACH END DOOR CASING UT14N S' OF EACH END DOOR JAMB OR WINDOW 4 16' O.G MAX 4 b' O.G MAX 4 IS' OG. MAX 4 18' O&. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW 6PACM M MANUFACTURES JAMB OR WINDOW S DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER ATTACH 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE. 814" AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" �N1DQR TO BLACK +3/4" OR +5/4" 2X4, 1011 SECURE TO BLOCK W/ 3/16' TAU°C4" (MIN SHANK SIZE 346 MIN, MEAD SIZE 300 MIL BNBEDMENr 1 V49 WITHIN S' OP EACH END 4 IS' Or- MAX SPACING, 2X6. SECURE TO BLOCK W92) 3/16' TAPCONS (MIL SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT I V4') 8, CM WITHIN S' OF EACH END 4 W OG. MAX SPACING. V2' DRYWALL 2X8, ® ❑ PX4'T. SECURE TO BLOCK P.NAILER W)(2) 3116' TAPCONS DOOR CASING (MIN. 6HANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT 1IM WITHIN S' OF EACH END 4 IS' O.C. MAX �'� DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" `��Ol► TO BLOCK +1 1/2" NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" /�11IIND0T1 TO BACK +1 15/18" 2X4. m SECURE TO BLOCK W/ SAW TAPCONS (MIL SHANK SIZE J46 MR HEAD SIZE 3" MIL EMBEDMENT 1 1/4') WTNM W OF EACH END 4 W O1C. MAX SPACW. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWR XJC44 NON-STRUCTURAL WK2) 3AW TAPCONS 3/16' TAPCON MR 1-1/4' (MR SHIAK SIZE J45 EMBEDMENT INTO BLOCK MIL HEAD SIZE JIM MIL EMBEDMENT 1 1/4') WITHIN W OF EACH END 8' CM 4 IS' OL, MAX SPACIG. I/J' DRYWALL 2XS. ® SECURE TO BLOCK ❑ ' I'X4P.T. UV(2) 3/16' tAPGON6 NAILER (MIN. SHANK SIZE J48 DOOR CASING MIL HEAD SIZE 300 MR EMBEDMENT 11/49 WITHIN S' OF EACH END 4 W O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" /y11►INDOW TO BLOCK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" i1mwp Tn Ar.n(:T(. 4 9" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/18" @mW1/ TO BLACK +3 7/18" 2X4: ® 2X4. 00 SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIL SHANK SIZE .145 MR SHANK SIZE .148 MIN. HEAD SIZE 300 HEAD SIZE 300 MIL W10ROMW 1 1149 MIL EMBEDMENT 1 1/49 WITHIN S' OF EACH WITHIN S' OF EACH END 4 B' O.C. MAX END 4 W O.C. MAX 6PACMCa. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TFRo0U6H NON-STRUCTURAL TO SEGUE BLOCK TFAROUGH NON-3TRJC7U tAL WK2) SAS' TAPCONS 9M' TAPCON MM. I-I/4• WK2) V4' TAPCONB (MIN. 3/16' TAPCON MM. I-I/4' (MIN. SHANK SIZE .W EMBEDMENT INTO BLOCK SHANK SIZE .145 MIL EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MK MR EMBEDMENT 1 1/4')_LFWITHIN 8• CM EMBEDMENT S' OF EACH END WITHIN EIACH DO S• OHU 4 IS' O.C. MAX SPACING. W* DRYWALL 4 B' O.C. MAX SPACING. 1,12' DRYWALL 2X6, ® I'X4' 2XS: m I-X4' ❑ SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS DOOR CASING WK2) 1/4' TAFr." I' (MIN. SHANK SIZE 1411 (MIN. SHANK 61ZE .NS P.T. X 4' MR MIL HEAD SIZE 300 MR MEAD SIZE 300 MIL EMBEDMENT I V4') 2ND 2X SECURE TO STRUCTURAL MR EMBEDMENT 1 1/4') DOOR CASING WITHIN S' OF EACH END MEMBER W/(2A2d WITHIN S• WITHIN S' OF EACH END 4 a' ot. MAX OF eACH END 4 6' TO 6• oU:. MAX 4 16• oc. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMS NOTE: SNR1 AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" r1e1NA�nw Tl1 ATJ1(K 4A" n WINDOW TO BLACK +3 3/4" �A R C N I T E C T 8-1 GrouPOLL C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 vAmabdeaigagmup.eom L AA #: 0003325 A mmW DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813-886-!r INlnll� 103719.001-14101 U13DM & I.OT SILVERADO LOT #14 BLK 10 ROJECT# WODEL' 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAI 150 PH C N DwTIB 07/09/21 SCALE: M NOTED 8LiEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) fLA MANUFACTURER CATEGORY DESCRIPTION VERSION C EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.10 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 22/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/2Z/2023 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1D860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F5CR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 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 20531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLEPRODUCTS ROOFING ROOFTILES 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 11/18/2022 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 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/32/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 22/31/2038 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'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 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 23956.S THERMA-TRU EXT. DOORS 8'-0" 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 10759.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2020 FBGt 22/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 1Z/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 1Z/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: 05/05/2021 LRCNIT9CT$ 5 Grousol� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 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: 613-886.2628 16. FAX: 81348862802 so eUND:v as LCT.il SILVERADO LOT #14 BLK #10 PnonwT/1 03719.001-14101 MODIIe 3278-JORDYN II GAIt"M 8VWQ: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH XP. C bjf-j 07/09/21 ECAIM AS NOTED skIEET D4 I°PRPOR'ED CONTROL JONT REP TICFLA-AGE OF TTOLATN - JOIN9'� ISE � Cr—. MAX(VERTJ. NOEL DO NOT FASTEN CONTROL JONT TO EVEN P STUD EXISTS OND EXCEPT STAPLES W/ L MAY ISE USED TO CONTROL JOINT TEHP. pIRNG INSTALLATION —� PASTET•ERS TO BE SPACED • T OG. MAX VERTICALLY PLASTERK111 COAT CEMENT WRB LAYER 4, FORTIFIDER BUILDING PAPER APPROVED METAL LATH FASTENED oT' (VERTJ O.C. MAX AT SUPPORTS UIIND LAYER 9, STUCCO UNS)LIa WD OOSMEATMNG CA7NTIYJL SHALL AFO b• TO s• M v ro s• n LATH SHALL BE CONTINUOUS THROUGH JOINTS JOINTS T Be STOPPED TIED AT EACM SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. 6' TO S' NOTE.\ CONTROL JOINT FALLS ON LFASTENERS FOR LATH TO Be NAIL6 Oli i / STRUCTURAL 6TUD STAPLES IN COMPLIANCE V ASTM CIG63 2. WRE TIES TO BE (PLO. E) VAll WRE 3. BLOCKING SNOW MAY BE IN ADDITION \ TO WALL STUD& RBoulRED PER RAN 77=7 OLFOLD AVYVID.PT.A ®Rxn OL FOLD NNWMD R.A 2. GEA4e a PL e a CI\AW . Pr. C OL FOLD NLIVO . Pr. A 2. CMAR a Pr. & 1�wo w OL HOLD NeW1O . Pr. A 7. COY[ . Pr. e GRAM . Pr. C 4. raw "T. O Ov111R Pr. a TILL Pr. C TOWCY{s SDrroM R ANU e,�" r leAL FOLD. DII EQI art. y THICK 3 COAT cEPEw PLASTER rAau7A LIV P COAT C@7NT PLYnR/O1) IIRB LATER. powifiIDER BUILDING PAPER (FRME O1LY) ,LVM LATER 9, STUCCO ~(PNAM cwLw son" YLW.50@ 111I1LL aLA61atl L.a)T FLA1141M [... NOTE, APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ]ENDS) 4 6 ALL SEAMS' HORIZONTAL LAPS. NEED TO BE TAPED UNTH FORTIBER OWFAT14NO TAPE / r nN LY • KrAL urw \ tiC X X X� I mm INSTALL Klarart rLAINI" AT BOROM Gt ROOF 2 Saul. NTstlICTI" LATH VERTICAL LAP TO 15E I• ^ .r METAL LATH WRD LAYER 9, STUCCO WAA'tnAP WRB LAYER R, FORTIFIBER � DUILDM PAPER roV — I LAP nN LAP. •' .u.t III 1111111AW D S Dz s NOT11i SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS, THEY SMALL DE TIED BETWEEN SUPPORTS UTM 00415-N. (1214FM) WRE AT INTERVALS NOT MORE THAN S' 122B-M MA AS PER ASTM C1063. ® KIC KO UT ,roll PAIR OF TEARS N LAYERS. TEA "& DETAIL Y SIR MAY BE PATCHED WMOUSE WRAP TAPE PER MA4UPP, SPEC OR PEEL 4 &TIOC TIOLO NAL eli OR � DD eDT 01T, SHEATHNNG STUCCO INSTALL PABTENERS (CLIPS: STRAPS, STAPLES) AB RECUNWO TO SECURE PIPE/ WIRE TO FRAMING URS LATER M. STUCCO URAP WRG LAYER 4, FORTIFIDER S UILOM PAPER PETAL LATH 6'x6' SELF -ADHERING MEMBRANE PLASHING OVER 4'x4' SELF-ACMiffil G MEMBRANE PLMHNG OVER APPROVED HOUSE WRAP. PLASHING i0 EXTEND ONTO PIPE 4SL4•SELP-ADMERSG MEMBRANE FLASMIIG OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE j' TMICC 3 COAT CEMENT V CONT. DEAD OF SEALANT PLASTER INSTALL APPROVED HOUBEWRAP AIR METAL LATN N'PILTRATION BARRIER OVER URD LAYER Q, FORTIFIBER :. SHEATHING BUILDING PAPER ELASTOMIRRIC COATING OVER STUCCO/ UM LAYER 9, C.V. FINISH (SEE TYP WALL SECTION) STUCCO WRAP WOO SHEATHING SECTION R SECTION L]dNd t N 1 I of d certatnl pketar .hall th the Mall comply ..ply application921 .f ST raquliamNde m AsrM c ers-Ran. Inatallation of exterior lathing and framing Mall comply with ASTM C 1063-19a, or ASTM 1787. 4'x4' SELF-ADPERING MEMIDRAAE PLASHING (COMPATIBLE W HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. 1' OR LESS PIPE PENETRATION CUT ROD SHEATHING R CMU 5 LAYER •I, JCCO WRAP (FRAME ONLY) ('HICK, 3 COAT CEMENT ASTER (FRAME), 1/2' 2 COAT '1ENT PLASTER (CMU) TAL LATH (FRAME ONLY) P WRB S TAPE OVER >OF/WALL SCREED <5' 'L' TYPE CONTINUOUS LLV. METAL FLASHING 41L TO ROOF DECK, NOT LL SHEATHING) W SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT �OF PER ELEVATIONS O"L" FLASHING N.T.S. STEP 01 6'x61SELF-A014ERING MEMBRANE PLASHNG (CON'FATIBLE W/ MOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADNERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLA&41ING TO EXTEND ONTO P9Pe STEP 02 LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-&4-1-14a, MIN. 2.5 LBS. PER SQ- YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF 1 R 6 N I T R a T a 6 Gr upOLn. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774b078 FAX: 407-774-4078 www.ebdesigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813S86-2828 FAX: 813-SW2802 SUHDIv. k LOT: SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL' 3278-JORDYN II GARAGE SWING: LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH E C JUL DATE, 07/09/21 SCALE: AS NOTED SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEtyawe OF FLASHING TO BE: X I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED .,;.�'. OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE TOOLED 80 AS TO DEFLECT 4:, WATER AWAY FROM JOINTS. I X:: E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i X JOINTS AND INTERSECTIONS I I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y4' CAULKING a JOINT ALL AROUND I I PER SECTION R703.7 Exterior lathing and atestarina BACKER ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X- kInstallation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, 1 'x or ASTM 1787. WRB LAYER 01, STUCCO WRAP - HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME - WOOD 8HEATHM WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER WOOD — CONSTUCTION —METAL LATH a' CMU VINYL CASING BEAD W RA18ED BAND NMIDEE WALL 6' WIDE STRIP SELF ADHESIVE FLASNMKs, CLEAN MASONRY BEFORE APPLYING Z FLASHMIG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO, BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION h SCALE, N.T.S. ELEC. METEF VERIFY LO NM I f✓ rcG RL+G I V G STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD �\ VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 7 `e' TO Ys' MID -WALL WEEP SCREED WOOD CONSTRICTION W SELF-ADHESIVE FLASHING a' CM-� WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 0 STUCCO WRAF WOOD SHEATH NOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH 1/5' TENURED INI a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a I'Oa MAX 14, � 9111111 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCKI STEP #1 STEF #3 S. III LAYER 01, STUCCO WRAP WRB LAYER h, STUCCO WRAP 9 APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSE= UIRB LAYER e2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 1*6 n9 ELECTRICAL RECEPTACLE A RCN IT ECTtI GrZVI. lYYl R. RVRNLV RrAV/UY OLYV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigagroup.com AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: SIMSS-2802 00 IpIINI �voomo . 81JElDIV. 4k LOT: SILVERADO LOT #14 BLK 10 PROJECT# 03719.001-14101 MODEL' 3278—JORDYN II GARAGE 8K7NO: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH E . C WOOD WRB LATER h, STUCCO WRAP WOOD WRB LAYER SE, FORTIFIBER CONSTRUCTION BUILDING PAPER 9's' HAT CHANNEL ]' THICK 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP. 6 TOP OF UEEP SCREED fTO SHEATHING BEHIND WEEP SCREED ' WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP ]' THICK 3 COAT CEMENT ` �` PLASTER WSEL66-u-IdLIC-180 CUSTOM CASING, IBIR - \ -ADRAPPED '. •1 PLAS44 FLASHI WRAPPED o TOP OF WEEP SCREED iLi I `y - k: TO SHEATHMG BELOW \ UIRB LAYER Q, STUCCO UIRAP UFO LAYER -2, FORTIFIBER I m I i BUILDING PAPER i ? ` s 6' SELF-AOHEREINCs WRB LAYER h, / FLASHING. WRAPPED STUCCO WRAP � C�AMS6-WI4UC-A SB . auv- ; 1POSITIVE WEEP • CORNER OF CANTILEVER DRAIN SCREED NO GAP INFIELD — (SHICW2N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING HEAD ( 1 DTL. ® CANT. `i v c�1 SCALE, 1 1/2''I'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / A5TM C-84-1-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ]' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11 D DRIP EDGE INSTALLATION 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ]' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL�I��EAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOU.N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CCNSTRICITON RESISTIVE M RESISTIVE 2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM -VINYL CORP. 4' POSITIVE DRAIN I�Ct:P rr_Reen NO P� IFI r�i MEIN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD PRAMEL WALL 610-FLOOR DECKING PRE-ENG9 TRUSS {LEATHER RESISTIVE BARRIER M MATHER RESISTIVE BARRIER •2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING— (BNOIW POR CLARFK:ATION OF SEPARATE AGGE660RIE6 ONLY) F Ex?ERIOR GRADE V GAP FOR BACKER CRY WALL ROD 4 SEALANT — IC 3 COAT CEFENT VINYL CASING BEAD PLAS VMYL casbLa BEAD -VINYL �� READ LAYER PROOFING �let - LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE SET IN RILL BED OF S' PEEL 4 SEAFRS' MIN. STICK 0 DRIP SPACECE FROM DRIP EDGE TO FACE TO TREX DECK I &XI 114' P.T. OR 611'1ULA' WOOD (TREX) FILLER CONTINUOUS WATER PROOFING 4t s\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—, A' GAP FOR DACKE�1 / ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT 5/0' TYPE 'X' DRYWALL W)TEXTURED 4 PAINTED FINISH ]' THICK, 3 COAT CEMEN PLASTER VINYL CORNER BEAD VINYL CASING BEAD — W GAP FOR BACKER ROD 4SEALANT VINYL CASMY BEAD WEATHER RESISTIVE i DARRIER'I WEATHER RESISTIVE .a..a.nw4e BARRIER -2 ' DECK MEMBRANE, EXTEND OVER DRIP GE ED 3' X W 26 GA GALV. PETAL DRIP EDGE SET IN FULL BED OF 8E.4L.AM, MIR SPACE FROM DRIP lo FACE TO TREX VMYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 6TICK) WRAPPED FROM BALCONY DECK TO ANCTILEVER !PLASTER 3 ]' COAT CEMENT 6TE METAL LATH WOOD SHEATHING WEATHER FFE61STIVE BARRIER N BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHING FATHER RESISTIVE AR��RIER'I -AT41ER RESISTIVE ARRIER 4 BAH. \ 'EEL 4 STICK I Yo'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 11Q X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 6EALANT,IS' MN. SPACE FROM DRIP FACE TO TREX \PEEL 4 STICK 7 BUD FLOOR I YW'XI 16' P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS Ya' GAP FOR SEALANT OPT. BACKER PLOD. - MODFIED 9m 3/4 RESILIENT HAT CHANNEL VINYL CASING ISEAD::� 3/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ]' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 EXTERIOR GOLIA'M COLUMN SHEATHI L E G E N D 6' SAP. -11b'xVVFLAS4I DRAINAGE PLANE (WR5 'FULLY EMBEDDED IN ROOF CENT LAYER 01, STUCCO WRAP) I )p X 3' 26 CIA GAL V. METAL DRIP EDGE WR5 LAYER "2 (FORTIF15ER - - - - - AT M°FSaNJR 5UILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL cABWNG BEAD METAL LATH x—x—x—x WATER PROOFING; lot LAYER (2 LAYER PEEL 4 -'-� STICK) WRAPPED FROM STUCCO-° BALCONY DECK TO CANTILEVER WOOD OR 1/1(o' ZIP WALL �TAHSI� 3 COAT CEMENT SHEATHING METAL LATH WOODSMATHI I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD:/ / (SHOWN FOR CLARIFICATION OF VMYL CABI BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION (9) COLUMN (W/"L" FLASHING) SCALE: NTS F WOOD SHEATHING 2x FRAMING MEMBER ]' THICK 3 COAT CEMENT PLASTER 2 1/2' DER BEAD FASTENED TO SHEATHI ' • �' 02:. MAX. c w ,vnvc rs UDOD SHEATHING ER •2 WTIVE DRAM METAL LATH Ym66e'f WRB LAYER 4, FORTIFIBER N OF BUILDING PAPER ONLY) 14A CORNER HEAD ® FRAME Ile 2 1/2" 1 CORNER BEAD (FASTENER 4 SPACING m I' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 RCORNER BEAD � BLOCK WRB LAYER 01, STUCCO WRAP WR5 LAYER I2, FORTIFISER BUILDING PAPER-------, METAL LATH J' THICK, 3 COAT CEMENT PLASTER VSELF-ADHERING--� FLASHING WINDOW FLANGE VIEW FOR CLARITY) WRB' LAYER 'I, STUc WRAP WRS LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER VIBELF-ADHERING FLASHING SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER 5UILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE Ll 15B CASING BEAD ® WINDOW (FRAME, NO BAND) A R C N I T E C T 8 GrousMI, .� LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesi8n8roup.eom AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-88G2802 SV9DIV. Ae L.OT SILVERADO LOT #14 BLK #10 PIROJECT# 03719.001-14101 MOD= 3278-JORDYN II GARAGE 8WINTG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH E . C WOOD SHEATHING RqS LAYER h, OTVCCO WRAP LAYER 02, FORTIFIBER ILOING PAPER -� METAL LATH J' THICK, 3 COAT CEMENT\ PLASTER —� fo'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, - STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER C BUILDING PAPER METAL LAT \ ---�� THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD (P WINDOW 15C (FRAME, W/BAND) WOOD SHEATI METAL LATH WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, I]' THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER " ' WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD VINYL CASING METAL LATH i rJ" THICK, 3 COAT CEMENT (EXPLODED vIEW FOR PLASTER CLARITY) CASING BEAD�RA RAISED 1 A BAND ( E) SCALE: I I/2' • I' - v IX TRIM MEMBER ,o STUCCO TO SIDING TRANSITION SIDING-7 WRB LAYER 9, STUCCO WRAP Yi GAP TYP GASNG BEAD TO TRIM 4ICK, 3 COAT CEMENT ISTER AL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP \-- CASING 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) maYa 7RICTION \ r— V WOOD 6NE4THING WEATHER F E616TIVE BARRIER 4 i UEATI-EEft M616TIVEBARRI / 61DIN6 / \ / / L wMm FLABWM ` `\ ; 0 WEATHER M61STIVE STARTER STRIP ���SIBTIVE \ \ LF- PLA HERN6 \ 6ALYD FETAL -= C64LV'V FETAL 2' PLA8HNG 'Z' R.AGWNG DO NOT CAULK OR 6• SRIULATEa WSOD TRIM MEMBER CASM / \ I aiboo TM" M�'EIA'ID R \ \ '�ORAPMOVEDT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-547-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD C'"TRUCTION BEYa WOOD 6HEATHNG — URATHER RESISTIVE- BARRER'I WEATHER RESISTIVE - SARRIER 9 114' x ll Y�.' LAP SIDNG ME 6' SELF -ADHERING - FLASHING 6TARTER &TRIP 6• BELP-ADHERING PLA6FIMG - BANNER WEATHER BARRIER \I f 1 F6i�rr�RM WEATHER RE616TIVE BAMMER -1 TO LAP \ 6' MIN. ADOVE TOP of 'Z' FLA6HNG BAA 6WEER RESISTIVE WEATHER RESISTIVE BARRIER a •' Mft ABOVE TOP �(O►''Z�' R1.A6NNGgT�p / II �Sfi I^. Y� Tltlh1 FEMBER WEATHER RE618TIVE SARRIER -1 (1Wi6' PLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \-WEATHERRESIOTIVE ® FRAME TO FRAME BARRIER ���RANSITION 1 a7 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH ' a WINDOW FRAME ,( �._/....,...._..._.... ............. _.� WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING SWOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y4' GAP TYP CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK WINDOW FLANGE OVER 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 N C N I T N C T 8 6 Gro�uj 1441 . K W LU 1(- 6L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeeigngroup.mm AA �#: 0003325�#: 00033255 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813-886-2802 exmDm. as I.OT: SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL• 3278—JORDYN II GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C `D-W. 07/Ur21 SCALE: M NOTED SHEET WA4 A E C E I T E C T! AVAILABLE ST mmxnn CARE SHOULD SE TAKEN IN KEEPING THE VENT PROPERLY 4', V AND 1U' ALIGNED. VENT PIPE IS SEALED IF UTILIZED, NAIL IN PLACE SHOVM IN 4' GALVANIZED USING 1AW NAILS AT EACH CORNER. ROOFING CEMENT N TM SHOULD BE APPLIED TOALL SHINGLE EDGES NEAR THE CUTEREDGEAND AROUND THE ENTIRE PERIMETER AS CUTOUTTHEGO—NECKVENTOPENINGINTHEROOF RECOMMENDED IN SEVERE WEATHERCOASTAL SHEATHING. SIZE THE OPENINGINACCORDAIJCE WITH THE CONSTRUCTION ZDIES. CHART SHOVM. IN THE EVENTAMECKANCAL VENT FAN IS USED, SRE 1HE VENT OPENING ONCE Wlil1 VENTNMANUFACNRE'S PIPING CUNNECDON INS OO NOT CUT IHTO TRUSSES OR RAFTERS VAEN CUTTING TIE DONO WTIN OPENING IN THE ROOF, RE INTERFERING SHINGLE NAIIS ARIXINO THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLE ULTHETTNHE SOT.WGLESVENT FLANGES TO UV aH A THE TOP OFOF . IY _II ROOF HOOD VENT DETAIL HI NT Cif wouse RA AT NS' ANSLA MODIFIED 11, a IN NOUSEMRAP LINE OF WNW OPENING W SIU W HIOWWNRAP H OVER SHEATHING OVER uD ATuo WALL STEP 1 INSTALL 6'— SELF-ADHERING, PLANNING OVER NAILING RANGE AT JAMS E-00I. RAMNNG MIN �t / I' EXIDL SILL \7/\ FLEXIELE RAaHRY DO NOT SEAL ba"CM —� AN STEP 6 TEMPO POLD-1 WOLM TUCK P AL HEA 3C WIDE FASTNERSVRTHIN 6MOFMNTERUNE ASPHALT SATURATED FELT SHINGLE COURSES LAID OVERUPPERPORTION OFFLANGEEXTRA FASTNERS IN PIPE END OF SHINGLENEOPRENE I=T NEOPRENE SOOTUNDERUIYMEABPHPAT 4T, LEAST I2' MYVALLEYCENTERIINE CORNER AT T 45 DEGREES M MDAROUNOEASE OF PIPE AND OVER FLANGE ALIGN ILAS14M ICU INT. EDGE OF SILL KO. HEOHANICALLY FASTEN PANED EDGER (CAP HALLS, STAPLES) "TALL DUPONT F ID41I AP AS TH ILASHNS AT THE FOLD NOUNEL RAP DOWN L TAPE DIAGONAL CUT N A C0066 fEAD Q WINDOW PLUMBING VENT DETAILS IF SEALANT AT AMEN, AND HEAD IPPLY TO RACK N SCOW NAILING LANGE IN LINE W/ OLII PINCHED IDLES OR SLOTS. INSTALL S' MOM ADAGIVE - OACIM0 FLEXIBLE PLASHING, MATERA- OVER DRIP CAP JOINT[PROTECTO-WRAP DT-20M w EGINIV) STEP 7 STEP 8 `"� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 SSHINGLES TRIMMEDY MCK FROM VALLEY CENTERLINE LL IT 16 THE CONTACTOR! RESPONINDILTY TO VERIFY ROOF VALLEY DETAIL TME COMPAT T6 ALL PRODUCTS NCLI�RIG HICUSEWRAP, SEALANTS N L PRODUCT& N 6CALE,NTO FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS SEALANTS MAY REACT ADVEMELY IF NOT C4MPATNILL. CLEAN AND SEAL JAMB TO BILL JOINT5 WITH DOW IPN POLLOWING COMPLETION OF EXTERIOR RETROFIT WORK �sIR SCHEME IiHOUIN SHALL BE RIPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WNDOW OPENING SEAL NTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY ON WU (0 WGUAL) SEALANT N RMD APPLIED KASNNG(LANCO 0417E-SEAL PIC-IN OR EQUAL). SLOPE SILL TO Ex NOTE, L IT IS THE CONTACTORS REDIRCOM6ILTY TO VERIFI• THE COMIPATIDILPTY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELF-ADHERNG PLAS14M MATERIALS USED DURING CONSTRUCTION.2. PLASHING, AT EXTERIOR MNDOWS AND DOOR OPONSIGS SHALL EE INSTALLED IN ACCORDANCE WITH MAN PACIURER'S INSTALLATION HbTRUDTIQNS AND APPROVED METHOD 11 CP IOC 1l10SA U IN ACCORDACE WT14 FENESTRATION MANIFACTURER'S INSTALLATION AND PLA04M "TRACTIONS. WAME&L SEALANTS MAY REACT ADVERSELY P NOT CQ'TATIOLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NITS -PH: 407-7748078 FAX: 407-774.4078 v .abdesigngroup.eom AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$85-2628 FAX: 813-886.2V IP uloDiv. ee LomSILVERADO LOT #14 BLK 10 ROJECTp 03719.001-14101 MODEL' 3278-JORDYN II GARAGE 8WIENG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH E!ga) 2x6 SUB-BANb W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I�\ i� -1/8' TEXTURED FINISH o WOOD I �� 2X6 SUB DAND—/ 1/2' TEXTURED FINISH A CMU i METAL FASCIA WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) �tl ©PL)4N B •T•1 1/8' TEXTURED 17 FINISH 0 WOOD, oo 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU 01, _ STUCCO WLAYER STURAP(FRAME ONLY) WRB LAYER 4, F•ORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE 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) 11/8' TEXTURED FINISH g A WOOD, 1/2' TEXTURED FINISH o CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®E L VAT It QN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT B WALL LINE TO AVOID CONTACT W/fEXTURED FINISH 2'x4'x4' -C' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/J0 'x4' NOTCH a+ END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND LUAU 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/h'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY A R C N I T R C T• 6 GrouP2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abdesipgroup.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 91111tl111� sunDIV. Ae LoT. SILVERADO LOT #14 BLK #10 PROJECT* 03719.001-14101 UODEL- 3278—JORDYN II GARAGE 811INO: LEFT PAGE: WALL ASSEMBLY DETAIL 150 9RPH E . C 49'-0" 191-6" 14--0" 9W T-6" 6' 3'-6" 3'-2" lil" 12'-8" /---12-241.24 5'-5" .. 4'-6" Y• I.. . --------- r------- FM-12x18 _ -----------• FM-12X18 0 M -- EXTEND END OF PVC I 4" CONC, •1 I I !R I I N �? I c- CHASE UP 12" ABOVE COND. CONC. PAD SLAB I N w ri iq I I R o TOP OF SLAB I aO w a I LL LL I � I EXTEN N a SLAB 11/2" I I I m I I 3 '-0" 3'-2" D OND I 12'-2" 12'-4" 3'-0" i.1 `�-iJ \-iJ C `4 ,LF1-36x38 F1-36r -,� o I N r - I M I I• -I--------- - _M-i_8_i�- 11 T L 4---2' 1II8' „ 2X4 I #2DSP.� S U- I I 12" o I 16'-0" W/ 10" HOOK @ 30" O.C. oci I y I I BORA CARE TERMITE iC I W PROTECTION TREATMENT MAY BE USED IN LIEU OF SOIL 1" PVC CHASE o I I 1 w U 1'1 N1 f- TREATMENT. FOR ELEC. I c N p Y� 4" A/C CHASE 0'-0" CONDUIT I` I TQa AFC I SLAB , 9 LJ m I� N '? iv 2X4 WOOD 9 WALL W/ SYP. # 2 STUDS 12" 0 CM 11 CW-12X12- _ 12X12j 1.1 I----<----�j L-- ------ UI I I CW-12X12 I _ I� 8 I o I 14'-9" T-10„ 4.0, 8'-0 2,_0., 3,b„ I g ------------� CWC-t2X12 - IIIIIII OOD WALL WOOD - -- _XW/SYP.#2F° O.C. I EDB2.O.0 1.5 PLACLt ca� 1i 0.01. 1.1 2STUDS UNDER � O- I F EXTEND EA. TRUSS TOP -30 SLAB SLAB L UED' N OT11-4" 3'-0-0 GCVNERIN EH DOWSLI-10'-4" EXTEND --2X4 - L SB11/2-----8 ( N _ IS I a 7 1 2 11 4 NC. N I ur t 1 I M SLAB °D 1 I CS m 113-4. 4'-8" 6-4" " 3,-4„ N I g F-3OX30 N ^ R 2 i I 0 1 .- _ N a LLJ c.`' I r , FM-12 LM-12 m t.t ------I -----------U I I 3 FMC-16Xt8 2 °i FM-16X18�( I - - 3-24X24 F I 10 I I 1 Ft-3OX30 I FMC-12X18 (-)7 j"+ FMG12X18 x •- 'IT 0 N 141 FM-12x18 �T FOUNDATION PLAN SCALE: 1/4"=1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. 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. 11.13INDICATES #5 BAR, OINDICATES #6 BAR,SNDICATES #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 WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6k6 W1.4xW1.4 OVER GENERAL 31/2' 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-12x18 12, CONTINUOUS 1W - (2)#5'6 FM-16x18 16, CONTINUOUS 18" - s FMC-12x18 17, CONTINUOUS 18" - (2) # 's #5 IN CURB VARIES FM3-16x18 1F CONTINUOUS 181, - (2) WS #5 IN CURB VARIES CW-12x12 12, CONTINUOUS 12" - ( Ws +d'-O" CWC-12x12 12, CONTINUOUS 12" - () s #5 IN CURB VARIES TE-2 12, SEE PLAN 8" - 7270i F1-24x24 1. 24" 12, ) as () #6s F2-24x24 24" 24" 17, e 2 s (. 1.4Y BB.OW(iRADE F3-24x24 24" 24" 17' s s (-)pJ•BELOWGRAOE F1-36x36 36" W. 121, s (-JO'•4•BELOWGRAM F1-30X30 301' 3d' 17' (3)#5's (3)#6's -r BELOWGRADE F-30X30 30' 3d' 12" (3)#5'1 (3)#5's . 4•BELOW GRADE CMC-12X12 12' CONTINUOUS 17, - (2)#5's #5 IN CURB FM-20X18 2d' CONTINUOUS 18" - (2)16. A R C R I T E C T E Gr Design 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesipgroup.mm AA #: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813.888-2802 SVHDIV. de w SILVERADO LOT #14 BLK 10 PROJECT* 03719.001-14101 MODEL- 3278-JORDYN II GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 150 H E JUL DARW. 07/09/21 SCALE: AS NOTED SHEET S1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED •°�'° CELL SEE PLAN FOR SIZE AND < 0. CELL SEE PLAN FOR SIZE AND , �� }a} SPACING REQUIREMENTS SPACING REQUIREMENTS a W aC IL —FM— . to Q r °, f I 0 - z 8" CMU WALL O 8"CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I O m b ? , IN FOUNDATION WITH 30" LEG EACH or -a" ,I O WAY AT ALL CHANGES IN DIRECTIONS °I TOP OF SLAB + TOP OF SLAB •I~' I .., SO THAT THE STEEL REINF. IS CONTINUOUS ' - ,�.t.....,...; , ..:.y, MATCH AMOUNT OF CONTINUOUS BARS • ' SEE SLAB SCHEDULE a BAR SIZE 48 BAR DIA. EX7. FOR SLAB 4" CHAMFER (I -STORY) •.,, .'~ - VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I oI. o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/12"ISOLATION 6" CHAMFER (2-STORY) #3 18" JOINT (WHERE • -. • #4 4'l I 4"CHAMFER (,-STORY) W/ 1/2' ISOLATION l , • -` 6" CHAMFER (2-STORY) -° .: APPLICABLE) 91, SEE SCHEDULE 30' JOINT (WHERE. • • EE SCHEDULE APPLICABLE) Z n WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WXD, BAR SIZE 36„ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #T 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 2 SCALE:34"=1'0" BARS DETAIL @ GARAGE (DgCqORR�NLER /j GARAGE DOOR SCALE: 3/4"=T-0" Oj/�'k RECESS N W 8+ W LAP TOP PLATE A MIN. OF 48" = N 8 AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD - OF WALL W/ PLAN CURB FOR lL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W! SYP MASONRY UNITS SET Jro AT ELEV: ' W 0 O 0 2 I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ S O NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'kS" WEDGE ANCHOR W! 2' O (- SECURED W! 2- PART g TO BE PT, PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH a I EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 0 16" OC Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. Q o FOLLOW ALL MANF. BTM AND TOP PLATE _ M SPECIFICATIONSFOR U) Q ANCHORS W/ i0d x , 1l2' RECESS AROUND GARAGE 31/2"DIAME7ER CONC. FILLED STEEL PIPE a 6.6 METAL PLATE = 00 USE AND I /- PREPARATION OF V' HOLE. Z 0! COMMON NAILS FILL ALL N HOLES, DO NOT USE 1Gd W x 3" K SEE SLAB SCHEDULE ,1 DOOR OPENING BASE W/ +- 0'-d' ANCHOR BOLTS Q- TOP OF SLAB • 4" CHAMFER (1-STORY) n LAP TOP PLATE A MIN, OF 48' m 6" CHAMFER (2-STORY) AND NAIL COMMON ° NAILS, 2-ROWS'4" O/C BTM. VERIFY HEIGHT • , a �,• LAP TO OCCUR OVER STUD OF WALL W/ PLAN EQ. EQ. SEE SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING FOR WXD, BAR SIZE WALL W/ SYP No 2 STUDS SEE AND BAR QUANTITY PLANS FOR SPACING. SINGLE ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BTM. PLATE TO BE PT. PROVDE DBL. TOP PLATE SECURE BT PLATE TO BOLLARD MONOLITHIC FOUNDATION SCALE: 3/4 � "=1'-O' SLAB W/10d MASONRY NAIL 16"0/C STAGGERED. 5 �+ V SCALE: 3/4"=1'-0" (W/ UPLIFT) ADDITIONAL METAL SCALE'S/4"=1'-0' CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. SEE SLAB SCHEDULE a TOP OF SLAB LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON_ NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT 71 Ar T. STEEL REINFORCING IN GROUTED - —• — LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z - • - A ° WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 4UPLIFT Q ^ EQ. EQ. SEE SCHEDULE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB Wl10d MASONRY NAIL O 0- FOR WXD, BAR SIZE PROVIDE DBL TOP PLATE 16" O/C STAGGERED. �� AND BAR QUANTITY ADDITIONAL METAL CONNECTORS NOT ( INTERIOR CURB FOUNDATION WOOD WALL p REQUIRED WHEN NO K N 8 SCALE: 3/4"=1'-0' (NO UPLIFT) IS PRESENT. O e"CMU WALL POURED LINTEL CONT. (TVP.) Z + 0 {y MUFILLED CELL (TYP.) 2X WALL FRAMING wv-1/7'DIA. TOP OF SLAB • SEE SLAB SCHEDULE SIMPSON STB2 BOLTS 5" SEE SLAB SCHEDULE •FSEE MINIMUM EMBEDMENT INTO TOP OF SLAB 2: Z — s GROUTED CELL, 4" FROM ENDS AND °# •4• "ISOLATED COLUMN PAD 16' O.C. VERTICALLY MAX • CENTERED UNDER WALL AND MONOLITHICALLY WITH T_POURED • —FOUNDATION AND SLAB SEE SCHEDULE _jEDULE FOR WXD, BAR SIZE • / FOR AND, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY 8'k8" MASONRY COLUMN W/ INTERIOR FRAME BRIG WALL TO (2)#6S ARE DESIGNED TO BE INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- BLOCK WALL CONNECTION PLACED INCONTACTWITH THE NO OF THE INTERIOR 9 scALE:3a'=1'-a' NO UPLIF SfFO202TDI�NLGANDCOL. PAD SCALE: 3/4"=1'-0" B EXTERIOR FACES OF THE BLOCK INFOUNNW/#5 So DOWEL IN FOUNDATION. SCALE: 3/4"=1'-0" DOUBLE FILLED CELL 12 SCALE: 3!4"=1'-0" A R C N IT E C T E 6 GrouoLn 641 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81.3886.2628 FAX: 8134386.2802 unman sxmDm. as I.OT: SILVERADO LOT #14 BLK #10 PROJECT► 03719.001-14101 MODEL 3278-JORDYN II GARAGE OWING: LEFT PAGE: DETAILS 150 W E C T 21,, STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS WI 1" NOSE da O r 8" CMU WALL PAVERS #4 REBAR(TYP.)Lu w TOP OF SLAB 'OEAD -- TOPOFFrnreSEE SLAB SCHEDULE Z 1/2" RADIUS OR S CHAMFER OJ r w O XX SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY w r — Rw z3w j • �a < 4.. O ,° LL �k EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 1 AT ALL PAVER AREAS SCALE: ,/T'=1'-0" 6CALE: 12 =1' 0 SCALE 3l4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/ BTM. PLATE TO BE PT. ? SPACING REQUIREMENTS f PROVIDE DBL. TOP PLATE ,/YX9" WEDGE ANCHOR W/ T p WASHER SET IN HIGH STRENGTH Z 8"CMU WALL EPDXY 5-1/T EMBED. MIN. 16" m U SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 VT a rn SEE SLAB SCHEDULE COMMON NAILS FILL ALL o HOLES, DO NOT USE 10d +- 0'-0" a x 3" SEE SLAB SCHEDULE TOP OF SLAB �', a'• TOP OF SLAB 8 e° EE SCHEDULE • 9° FOR WxD, BAR SIZE AND BAR QUANTITY SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE:3/4"=1'-°" INTERIOR FOUNDATION WOOD WALL 1 R C N IT 10 T S 6 Grouo 41 N. RONALD REAGAN BLVD. 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: 813 186-2802 9vBDIV. & LIDI74 SILVERADO LOT #14 BLK #10 P1tOJECT# 03719.001-14101 MODEI1 3278-JORDYN II CFARAOIC 8110111INO: LEFT PAGE: DETAILS 150 RH EXP. C 16.0" ILA EI N 9 in 0 o 'm rn c Y 2'-8" io 0 n N 4'-10" 14'-10" H 19'-10" 4 20.6" ,y 33'4" eyi °4 Y N N O N Q N a ro co "4 M 0 14'-8" a 5'-8" 19.4. 18'-1" 14'-0" 101-0" 6'-6" v N (il #5 BAR GROUTED CELL BENEATH WINDOWSILL - 6" I, 12'-10" 4 � m 0 v 10'-8" HIT- � 18'-0" FIRST FLOOR DOWEL PLAN SCALE: 1/4"0'.0" A N C N IT B C T 9 GrGouln. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd"gngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819.888.2628 FAX: 813886-2802 aVHDIV. to MMI SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL• 3278—JORDYN II GARAGE OWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 150 PH E . C DwTE� 07/09/21 aCAL M AS NOTED aHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR Jc VARIES PER ELEV. Z C TO HORIZONTAL REBAR W/ 10" HOOK ° a d. GROUTED BOND BEAM VARIES PER ELEV. Z � C a g #5 BARS 0 p � Q FED] ° I, 10" HOOK 0 a O CLEA NOUT REQUIRE D FOR INSPECTION O 0'-0" FIN. FIR. d < TIE ERIZONTAEBAR TO HORIZONTALo EE - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. e Z W m OU #3 18" irs 30" DIMENSIONS ZES io ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #6 #T 4z' HORIZONTALNERTICAL HORIZONTALNERTICAL METHOD #4 24' #5 30" O0/y` MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" REINFORCING n L REINFORCING; SCALE: 3/4"=1'A" 1 SCALE: 3/4"=1'-0" F'ANCNITICT81 6 GrouOLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngroup.wm AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 amnmi� auBDiv. de LoT: SILVERADO LOT #14 BILK #10 PROJECTiP 03719.001-14101 MODEL- 3278-JORDYN II GARAOE SKIING: LEFT PAGE: DETAILS 150 MPH E C 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 VW 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH M(WUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS APE 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 0 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK 10 (2) 2X6 2Q (2) 2X8 0 (2)2X10 S' CMU WALL REF. PER PLAN CRICKET LINE W X 16* LINTEL OMITTED FOR CLARITY all (3) -S DAR DOU15LE 2X12 P.T. LEDGER W/ 3/4' CIA J DOLT PRE-ENG. ROOF BEE SCHEDULE, TRUS6E6 24' STAGGERED FROM Of OPPOSITE 61DE A� 2N 9IN. 1D FFLR Y %'-4' Apr A DOT. OF L�MTEL MN 5/8' TYPE FLOORING 'X' GTP DORAD DOL 2XI0 P.T. SYSTEM LEDGER UV (SEE FR FIRST GARAGE SEESCHEDUL. FLOOR FRAMING BEE SCHEDULE. p-'�'11 STAGGERED FROM OPPOSITE SIDE LINTEL SECTION L'1 6C-ALE, 1/2' . I'-m' SEE TRUSS PLANS FOR EXACT 61ZES BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH ENO, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�I) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8.16 (1)p5 (1)N5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)IIS N/A GROUTED SOLID BBt 0 2S UNO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 9'-4", LINO -------------- =----- ------- 1� t i ♦ 8F16-iT/iM/0B 1 ♦ 1 1 ♦ 0 1 a: ♦_ TOP OF WOOD WALL, EL. 9'4" 3 m J DBL STUD UNDER HEADER u� 8 t ,1 FGR1 8 m 1 DBL STUD 4 UNDERFLOOR SYSTEM UNO, PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. W-4". LINO 3 m BL TUD 8 • UNDERF`L`0'0'R"\'4'L'y' 8F30-1T/1M/OB SYSTEM o � m . -CRICKET LL BOTTOM OF LIIQEL 0 9'A" OIL- 1 q 1 � ♦♦ 1 4 ♦♦ 1 1 I ♦ 1 1 ♦♦ 1 z a o4i O TOP OF WOOD WALL, EL. 9'4"• DBL STUD UNDER HEADER CH5 B BOT OF LINTEL @ 9'-4" 13'-0" MIN. LINTEL LENGTH FOR 1 V-8" OPENING 1 1 1 1 1 1 d 1 1 1 1 1 1 '1 J LINO, PROVIDE BBi WHERE FLOOR TRUSSES BEAR, TOP OF WALL, EL. 10'-8", UN t B BW DBL STUD 8 UNDER HEADER 1 FTGR1 17'.0" Y io BRG. 10'-8" BRG. 9'�" 8F32-1 T/1 M/OB 1 T/1 M/OB mo 1 �1 of �1 �1 °D 1 1 8F8-iT/OM/OB 8F8-iT/OMIOB 1 BB2 @ 9'-4" 2 SIDES LIFT BEAM PLAN SCALE: 1/4"-1'-0" A E C N I T E C T>< Groin 14Y1 R. RVRXLV RWHXR 6LYU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.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: 813-886-2802 avaaly. ea LOT SILVERADO LOT #14 BLK #10 PMJECT# 03719.001-14101 MODEL 3278-JORDYN II GARAGE 8WING: LEFT PAGE: FIRST LIFT BEAM PLAN (CAST—CR ) 150 MPH E JUL nwTS 07/09/21 SCALE_ AS NOTED SHEET S2 #5 CORNER BAR W/ 1T LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ IU' #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7p, T fo #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS D AT CORNER STEP CAE: 3/4'=1'-G' PROVIDE 3" DIA. HOE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. LE REINF. BAR($), TROUTS BENEATH 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=T-O" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH 111 #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH #OF#5'S, IN BOND BEAM COURSE ' sO\�p ��16-1T/1/CB P8 o,� NOMINAL—�� 9 P� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 T/1 MiOB INDICATES A DOUBLE BOND BEAM # OF #5'8, BOTTOM AND XFXX- 1 TAM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T11MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - ITMM,DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST -Oa 149' WINDOW SILL Z E SLOPE BOND BEAM Pik 1#5 TYP. 8"x16' IO BOND BEAM r' 1#5 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TO OF W/(1)#5 BAR .I�. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (12) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR �f 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tn . TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 12'=T-0' SI NGLE #5 CORNER I BAR, 3OX30 TURNED UP FILLED OF TURNED DOWN INTO I BOND. BEAM ILE PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BONO.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1J/16 TAPCON OR DRIVE PIN SHANK StZE.145 MIN HI SIZE .300 MIN EMBEDM 1/4") 8" FROM EACH EN 18' O.C. MAX. MIN 1-1/4 EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 T. OR DRIVE PIN (MIN SH/ SIZE.145 MIN HEAD SIZ MIN EMBEDMENT 1114 FROM EACH END AND O.C. MAX. MIN 1-1/4' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN H SIZE.300 MIN EMBEDN 1/4") 8" FROM EACH EN 18' O.C. MAX. MIN 1-114 EMBEDMENT Sa ARCHWAY FRAMING DETAIL WOODSEC110N SPAM d. =7' MIN, 2 }'MAX s=2}"MIN, 9"MAX (2)214 ar=1}"MIN, 2}'MAX ea : J' MIN, 2 J' MAX d. =2" MIN, 2 *'MAX 4=2}'MIN, 9"MAX (2)w s, =1 }"MIN, 2 }" MAX ea =}" MIN, 2 }" MAX d. =2" MIN, 2 }'MAX % = 2 J' MIN, 9" MAX M24 a,=1}J'MIN, 2}"MAX ad =}' MIN, 2}" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %=SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS n = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. N C N I T E C T E GrouoL� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77"078 www.abdeslgegroup.wm AA #: 0003325 III DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SMITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813Z86-2802 ����IINII7 SLTHDIV. dt L074 SILVERADO LOT #14 BLK #10 PROJECT* 03719.001-14101 XMDEL: 3278—JORDYN II GARAGE SKIING: LEFT PAGE: DETAILS 150 RH E C juL. 07/09/2 �►� S : AS NOTED 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" HOG 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-M 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & SASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD1 4X6(3)¢'k5X")SYP. ABU46Z W/5/8'DIAx PT., WOOD POST 5" EXP. BOLT r--------i FIRE DRAFT STOP FLOOR , 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS A17 ELEV. VIEW PRE-ENG. FLR. JOISTS III 3/4" PLYWOODI DRAFT STOP i PRE-ENG. FLR. JOISTS fl,,, I II r 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS yes U U U W W W W 0 U U FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" A RCHIT ECTS 6 Grousoi n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeaigngroup.00m ` AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813488&2802 amnmi� 9ulmm a L"OT SILVERADO LOT #14 BILK #10 PROJECT* 03719.001-14101 MODEL3278—JORDYN II GARA LEFT NG: PAGE: FIRST FLOOR FRAMING PLAN 150 H E 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 k' NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER ! 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3) 16d ,LV. COMMON NAILS. SECURED W/ 1Od �LV. COMMON NAILS '01C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1B 1C TYPICAL TRUSS/ SCALE: 3/4'=T-01 GIRDER CONNECTORS) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 T x 4", 6", W 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. 1—A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOB }" x 2 j" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS }" x tx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) J" x 5"TITEN HD TO CMU AND (18) SIDS }'x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" or 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 = 8885 LBS (2 PLY MIN.) 2A 29 — LC TYPICAL ROOF r92 A GIRDER CONNECTOR(S) SCALE:34"=1'-0" LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER 1TT4 W/ 5/8" A.B. WITH AIN. 7" EMBEDMENT TO SLAB 8 (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/7' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING, SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE PROVIDE BLOCKING 1/Z' GYP. WL. BD. d GIRDER/WOOD POST CONNECTIONS a� FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE:3/4"=1'-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE >50 —HOLE DIAMETER < 2/5'D SGL. STUD HOLE EDGE >519' 0-1 `OLE DIAMETER 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS V SCALE: 1 1/T=1'-0" NOTE: 7- '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, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'1 SIMPSON TITEN BOLTIJ-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) 3Wl 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) 314"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL V I L SCALE: 3/4"=T-O" # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1 Od TO TRUSS AND 14)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 6'-O" MAX (W/1X4) ,OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) d-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) 'W' BRACE (1) W' BRACE 0 CENTER (2) W- BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - DIAGONAL SEE ARCHITECTURAL CHORD PRE-ENG GABLE TRUSS C SEE V FOR LOCATION STIFFBACK (AS PER —� NOT BE UIRED TRUSS ENG) CHORD OF ID ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-O" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF lV-0" O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN COMMONINTERSECTION EACH CHORD CHORD BRACING INTERSECTION TYP. 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL 2r'MAX. w/ SEDGE SPACING SPACING OPENWE6TRUS5 SPACING SEE SEE HEDUL SCHEDULE NP. TYP. P. SEE FRAMING PLAN LEDGER BOARD SPLICE (OR END OF • . • • • • . . • . LEDGER BD) =E SCHEDULE FOR SEE LEDGER r W EDGE � 2Xl0 eOARD )LT SIZE 51/7, SCHEDULE r0 BE usDO R B A W r NEED. (NP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FRONT ALL AROUND BOLT, LEDGER 2. END OF FRONT AND REAR Hl Z LEDGER SHOULD LAP A MIN = x� Z m OF 4'4% (2)2X/d "^� iD 3. ALL BOLTS TO HAVE SYP PT Z WASHERS = = Z °o 4. EXP. BOLTS/J-BOLTS (2) 2X8 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 6" O/C. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE JaOLTSIZE MN.EWD"mmTRALSPACNO A DOUBLE 2x8 V7' 8" 16' O/C E DOUBLE 2xl0 (2) 3/4" 8" 27' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=T-0' SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4' O.C. (AT SHEATHING SEAMS) SECURE 218 PT. PLATE TO BLK W/ 1/7' DIA ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT, 2x4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4"=1'-D' 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, Ft, 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"=I' W ►RCN IT I C T 8 6 Gasoi n 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-986-2628 FAX: 813486-2802 BUDDLV. & L.OT SILVERADO LOT #14 BLK #10 PROJECT* 03719.001-14101 MODEL. 3278—JORDYN II GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH AV FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS— SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12"HDG NAILS WALL / FLOOR FRAMING, �� TRUSS PARALLEL TO WALL DTRUSSES W/ 10tl 0 BL PT 2x6 BUK'NG O CEEST PLY INTO LEDGER AND 10d Ol 3' O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 6' CMU WALL REINF PER PLAN PER ELEVATION rik 0 � �Q�wU ER ELEVATION ''z 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 012 O.C. 1X2 FIRE -STOP �,�ON `� i`- MI 418 WOOD SCREWS x 2" LONG Q 3' STAGGERED OFF CENTERLINEOFF2x6; MI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS III �y'4 NAILING PATTERN N N PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X70 LEDGER FRAMING PLAN) SECTION DETAIL AT TRUSSES BEARING EXTERIOR WALL SCALE: 3/4"=1'-0' 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 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS NOTE: TOP FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; NI 2x4 BLOCKING 0EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING T OP 2X4 SUPPORTS ST. ((T BELOW STAGGERED OFF CENTERLINE OFF 2x6; - 3/4" AS SHOWN NAILS @ EA. END BRACE 0) 48" O.C. w/ (5)12d MUST NOT BREAK WITHIN 1'-0" MIN. FROM 2ND, FLR. PLATE OF 2ND FLR) FLOOR DECK #8 WOOD SCREWS x 2' LONG Ol 3" O.C.; STAGGERED MI TIT2x4 NAILS 0? EA. END LINE eIll-8"CMU 2x6 CONT. W/ (8) 16d NAILS AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT MI 8d RING SHANK NAILS 0? 4" O.C. MAX ST. OF FLOOR TRUSS jLI�N�' DBL 2X8 LEDGER 8" CMU WALL AT 19'O.C. AND 8'FROM INTO BLOCKING (ST. 2X6 IS FOR WALL SHEATHING NAILER) TO CMU W/1/2'EXP.BOLT IR IR REINF PER PLAN END W/ MIN 5-12" EMBED. 16d NAILS 8" O.C. MAX AT 16' O.C. AND 8" FROM NI WALL FLOOR DEC 1X2 FIRE -STOP REINF PER PLAN END WI MIN 5-i/2' EMBED. PER ELEVATION III �14,� PER ELEVATION PER ELEVATION FLOOR DECK IiL 0 3 F z NAILING PATTERN PER ELEVATION 4„ s 0 0 Q¢ aC NAILING PATTERN �0 PER ELEVATION N m= PER ELEVATION PER ELEVATIONW ly 2x4 P.T. CEILING 24" M PRE{NGINEERED WOOD tf PRE-ENGINEERED WOOD PER ELEVATION NAILER W/ FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES ( SEE FRAMING PLAN) 24" M PRE-ENGINEERED WOOD MASONRY NAILS 0l 12 Q.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED. 01 EVERY TRUSS (VERIFY PLAN) MASONRY NAILS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 CW/TRUSS PLAN) 0 12"O.C. AT TRUSSES PARALLEL 32' O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL TO EXTERIOR WALL PLAT'') AT PARALLEL / PERPENDICULAR AT TRUSSES PARALLEL 5 6QALE: 3/4'=l'-0' 6 PRE-ENG FLOOR TRUSSES TO EXTERIOR WALL4 SCALE: ?J4"=1' 0" SCALE 3/4"=V-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL, PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKI TRUSS (TYP) 0 24" O.C.NG &IN NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORDEl PER ELEVATION J41 � I BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN TRU88 7p TOp pLATE 5/B" GYPSUM BOARD OR 1/T' HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 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 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • o• SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ IW x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's 0! EACH FILL ALL HOLES, DO NOT USE tOtl 3" 12'W' WEDGE ANCHOR Wl2" WASHER SET IN HIGH STRENGTH TRUSSIWOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. x EPDXY 5-1/2" EMBED. MIN. 0) 19' 1 O8 10b 1 OC OC MAX. SCALE 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' 0o TRUSS TO P08T CONNECTION ° A - SIMPSON MTS-12 U 1990 LBS W/(14)10d GALV, NAILS. • 6 B - SIMPSON HTS-20 U a 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3'SOS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" SDS TO POST �w1TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION `tea `emu SCALEt 314"=l'-0" A&B - SIMPSON ABU44Z POST BASE <1.1:1,900 G5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U.2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST, ARCRIT16781 G 7son 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 FAX: 8134MW2802 SVSDM aI.OT. SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 koasi. 3278—JORDYN II GARAGE 8WING: LEFT PAGE: DETAILS %150 MPH F^C 12'-2" T-2" 10'-8" T-2" 2'-0" 1 1 Q '4" 2�.3" 15-4. 2' 8" 8'-4" 2'-8" . 2, 3' 2" 4'-8" 8'-4" T-4" 49'-0" SECOND FLOOR DECK PLAN SCALE: 1/4"=I'-0" 4 (1) #5 REBAR 1 GROUTED CELL BENEATH WINDOWSILL �n O �Z N � X� V ¢ N U N a: Y � IN3/4" TOP OF DECK 4 Imo______ I � � OPEN_ x ih v BD(1) #5 REBAR GROUTED CELL BENEATH WINDOWSILL 4 N (7) #5 REBAR 0 � GROUTED CELL BENEATH WINDOWSILL A ECN ITECT>a GrDaeusi�n 1441 N. RONALD REPPG""AN BLVD, LONGWOOD, FL 32750 PH: 407-7744i078 FAX: 407-774-4078 www.abdeNgngroup.com AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONf CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33694 PH: 8134386-2628 FAX: 813.8862802 91111111Na avaa:v. ac I.oT: SILVERADO LOT #14 BLK 10 PROJffiCT* 03719.001-14101 MoasL: 3278—JORDYN II awRwaa awsrTa: LEFT PAGE: SECOND FLOOR DECK PLAN 150 PH E C 47'-4" 43'-6" 38'-2" 33'-6" 29'4' 24'-10" 18'-2" 14'-8" (1) #5 REBAR GROUTED CELL BENEATH r WINDOWSILL in O @i fV J N (.i Q W O N J � LL Y 15'-5" °4 6'-0" N m "v N (1) #5 REBAR GROUTED CELL Y BENEATH O WINDOWSILL 3'-0" 6$ n 10'-0" 14'-0" (1)#5 REBAR 1T-10" 9 � GROUTED CELL BENEATH 4 WINDOW SILL 1O ZA- 0" 9'-4" SECOND FLOOR DOWEL PLAN SCALE: 1/4"=1'-0" A E C N I T E C T LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 DRAFTING BV: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 8134386-2802 BVHDM ae MO SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODET- 3278-JORDYN II GARAGE 8WING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 150 H E C aZT-1&1LLCIV141 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 Wtl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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'-C", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE A DESCRIPTION REMARK 1Q (2)2X6 2Q (2) 2X8 3Q (2)2X10 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.S. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. =TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WXH' SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB! MASONRY 3000 Bx16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID 17'-0" 18'-0" 7'-0" ♦ 1 8F16-1T/OM/OB 8F16-1T/0M/0B BF M/OBI 1 ,`♦ II 140, PROVIDE BB2 (8x8) II II 1 4* 4* ' 1 ♦♦ I' WHERE ROOF TRUSSES II I 1 ♦` 0 BEAR, UOOP OF WALL, EL. N II 9A1 I I 1 1 II III 1 II� ; :'1 fl� ' e II 1 1 ------------- I 1 -------, Y —.w , 1 1 I) II ♦♦ 1 1 1 1 � 1 1 1 II 1 II m 1 1 1 1 I 1 1 � 1 8F16- �U ------------- _ I GR5 II 1 ♦ ♦ II i ♦`♦ 1 ♦ 1 GR8 1 1 1 �A GR2 _ I I ' ♦`♦ I ♦ 8F1&2101708 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4"= V-0" A E C N I T E C T 1 6 Grou LLr 441 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: 813-886-2628 FAX: 8134886-2802 �nnnn� BUDDIV. ae LOT: SILVERADO LOT #14 BLK #10 PROJECT* 03719.001-14101 MODE 3278-JORDYN II GARAGE 8V7NG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE 150 E . C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 P8836, .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. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF — — — — — — — — — — — — — — — — — — — — — BELOW --------------I I i I I DIAGONALS FOR BOTTOM CHORDBRACING 020W' O.C. MAX (TYP.) � 1; I I 7A 1 1A 1 1A I I 1 I EJ5R - - I I EJ5R I 1A I I I 1 a, I lA I I .7 CJ3 I I q I I CJi I I I -— ROOF ---________J BELOW ROOF FRAMING PLAN SCALE: 1/4" - 1'-0" r-AEOE IT ECTIi1 Groupo- . 1441 N. RONALD REAGAN BLVD. 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: 813886.2628 FAX: 813-888-2B02 annm� atromv. & IAA SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL• 3278-JORDYN II GARAGE SAYING: LEFT PAGE: ROOF FRAMING PLAN & NOTES 150 ft EXP. C w R F DIAPHRAGM MFO ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/47' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS PER RSRS-03 8d RING SHANK, 2 3/8" 0,113 F1667 SCREW SHANK INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/9' 0,113 F1667 SCREW -NAILS RSRS-01 RAF TER OR TRUSS --- ROOF SHEATHING — EXTERIOR SHEATHING USE W. COX OR 7/16'O. O.S.B. PLY WITH 8d RING SHANK U AT 4" S TH G S AN GUN NAILS A O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r TOO NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS a 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING SHANK GUN NAILS C 4" O.C. TOP & BOTTOM EDGES ®) y PE CS1 zw �w w �U =O Z I FXT SHFATHING ATTAf.HMFNT mmmi-m►tI 11 I 11 NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.C. IF NO DROPPED GABLE END, ATTACH 214 #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 - iOd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING , #8 2' DECK SCREWS @ 6"-6' O.C. MAX 9 EDGES & 12'. O.C. M,AX 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 f-,r,��t.-fir............,......... .....................'Nu 8 o.......aw....w... .■. • • • ov ;NHIP • _ 'i ROOF Kl%JF WINO UtWUN PKESS'UKES NET IORCes) ABCEi-16 ZONE1=M9 ZONEX ba.a ZONE 3B=SoI zoNEm=.2 zoNE a=-eo.T 2giE h. e3.2 +P4'ENDZGNE g6TNGE EX VAro6PEED 15J MPH RISK cwTAGOG1m aaRr: `c APELICABLR PRESSURE COUWEPFlCICIENT:.I.0.10 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATON SIZE TYPE SPACING REMARKS APPLICATON SIZE TYPE 9PAC11-G REMPPo(9 1.2 PT NRR1ro TO -;:-R'ENEOCgI WRAGEDOOPI.— I...1 TPPLON MASONRY /z'EMBEl, P ENO dST, —RI ICONC. NNL1 tYf LONG. SOIL TO MA80NRYICONL. NOWABHER FASTENER @ I/C EODE018T. 9I OPT, EE OOCR6 LAKE WIROENEO COIL 9`OIC WI NDOWIDDOR/FASTENEp GAMGE ODOR BALK h. qA OR tIY'QAR EXPANSION BOLT 160IC (310"qN d"EM3-EDG Ero Ix Pi, SEE NDTEB NNL11?LONG. 6TAOOERED INTO MPSIXJRYICONC. TO MASCNRYAJgJC. Aa1E 2<•O/C (1?qN J'ECOE q3T. .I —BACK LA6EHMGENED CqL IP WNDOrII 0 FASTENED MEru E_To CONTACT THIS ENGINEER FOR SPACING I. PT, L11m LDNG. s_ I.oM^ss°"m''co'<. MAsONRrImNc. REQUIREMENTS EXi. BANG ODOR �2)3l1@LNA APWN' 10 QC 11I1"EINBEO,AE- NOWBFA—W000 I2 EXPANSKXJ L°EMEEO. PEN' 24 O/C PT, BEE roTE a WgBHER AeTNER DIST., 11IY EOGE — WALL TO— 8LAB WI WASHER BOLT 01. 9" EDGE DIST. .IT WINOOWBUC'K 0138°PPFx 21,8° S'OIC 4"ENO.GIST..11- PT TO STEEL COL., SEE WI WASHER STAGGERED EDGE d3iNOTES 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. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. VMNDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR VMTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPOONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM G331C33M MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIRFNTRAINED 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: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 40EMBER AISI SPECIFICATION FOR THE DESIGN IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A ELASTICITY = TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE 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 D S EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 317E PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0° 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' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: M THICKNESS03 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM GRADE AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef TICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 sf TOP CHORD-nonco cu-1, P REVIEW NP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 38" WOOD TRUSSES. 10 PSI` BTM CHORD --concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990 . 15 pef TOP CHORD 20 PSf TOP CHORD (7 pSf ASPHALT SHINGLES) pfif w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 sl BTM CHORD B 5 p PM P THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE 70 BE USED AS A GUIDE FOR BEARING (ASCE (BBC 020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE:SSERV1WIT UNINHABITABLE ATTIC WITH LIMITED BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps( HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30pef, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: MIRE(, ROOMS OTHER THAN SLEEPING ROOM: 40p6f, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED 70 FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S M- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGERTHAN 90 MNLTTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. 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 ANDIORWEATHER: 1-1/2' FOR A5 AND SMALLER 2" FOR AB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS t-1(Y FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 ILA FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy = 46 I•i, STRUCTURAL PIPE SHALL BE ASTM A53%53M, GRADE B, TYPE E OR S. Fy = 351m1. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. I R C N I T E C T R Gqsol 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde3igngroup.Ddm AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134386.2802 InInINN �IIIIIIIN� at sUBDIV. de IAT SILVERADO LOT #14 BLK #10 P1iOJECT# 03719.001-14101 WODEL• 3278—JORDYN II G1A P_%0E 9WING: LEFT PAGE: DETAILS 150—C %150 H E A A C N I T! C T• © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J.CHP DETAIL A FASCIA 7D STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) FASCIA WOOD BOARD BY OTHERS 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 `STAPLES INSTALLED O7 SOFFIT AND /J-CH J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. }" MAX:-� I DETAIL D 7DSTAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--�I 30 J-CHANNEL—/ J, h M=A 11 C J-l�fl/'11VIVGL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR @ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. Z4X2 WOOD BATTEN 11 —T-60FFIT 1O `-J-CHANNEL Q DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING 7OSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. ,,,-STAPLES INSTALLED @ 12" O.C. MAX (INTO (DWOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) SPAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q3 J-CHANNEL- 8" I DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 3.519 >{>> g > .375 .375 4 3.625 3.625 3. 5 0.0 80 1�OA 2 DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 Grout=. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 8134886.2802 SxmDIV. & LOT SILVERADO LOT #14 BLK #10 PROJECT# 03719.001-14101 MODEL• 3278-JORDYN II GARJAIGE 81tWO: LEFT PACE: SOFFIT DETAILS %Q50 DxmT w 07/09/21 SCALM: AS NOTED SHEET SDI �ti fo