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HomeMy WebLinkAbout6660 Cobble Bliss StSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR s 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 LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE Q02"`�`8-JORDYN 11 FOR: cly�5 �� �1 ^a�� q.,�,\1t'� '{sue✓f \, `i 12602 TELECOM DRIVE, TAMPA, FL 33637 QW41400DIN/E -FLORIDA BUBDEG CODE, RESIDENTUIL, 7TH EDITION (2020) -AIL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CALL. SQ.FT. CALC.'S IBT FLOOR LIVING 1018 ea FT. ZND FLOOR LIVING 1060 50. FT. TOTAL LIVING 3J18 W. FT. CsARAGE 100 80, FT. ENTRY (ELEV W 38 60. FT. COVERED LANAI 140 50. FT, TOTAL 4,156 Sa FT. Tel: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS REVISIONS ABV. ABOVE LAY. LAVATORY DATE DESCRIPTION UPDATED PLANE TO INCLUDE I -JOISTS A/C ADS. AIR CONDITIONING ADJUSTABLE LUM. MC. LUMINOUS MEDICINE CABINETp5-03-Ig 07-29-19 ADDED STONE CAP TO ELEVATIONS ALT. AMP. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM 07-29-19 ADDED COMPONENT AND CLADDING TO SHEET Al BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED 10-17-19 UPDATED LED LIGHTS PER D.R. HORTON CAB CABINET MTL. METAL CIA. CLR. CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER 12-I6-19 ADDED SIMPSON CONNECTORS I.L.O. USP 2-30-19 ADDED SEPARATE ELECTRICAL DETAINS PER D.R. HORTON CONc. CPT. CONCRETE CARPET PL RE PROPERTY LINE PUSH BUTTON 08/15/20 UPDATED NEW FLOOR PLAN LAYOUT PER D.R. HORTON C:T. CERAMIC TILE PH. PHONE D. DRYER PLi. PLATE /16/20 SENT FLOOR PLANS AND ELEVATIONS TO D.R. HORTON FOR APPROVAL DBL, DOUBLE PLYWD. PLYWOOD D.G. DNA. DUAL GLAZED DIAMETER PR P.T. PAIR PRESSURE TREATED 06/25/20 PLANS HAVE BEEN UPDATED W/ CORRECT TRUSS PACKAGE (150-C) DIM. DISP. DIMENSION DISPOSAL R RAD. RISER RADIUS /25/20 SENT TO ENGINEER FOR APPROVAL 7/10/20 MADE REDLINES CORRECTIONS FROM ENGINEER DP. DR. DEEP DOOR RA G. REF. RETURN AIR GRILL REFRIGERATOR /14/20 CHANGED ROOM NAMES PER D.R. HORTON D.S. DOWNSPOUT RM ROOM DTL. DETAIL R.O. ROUGH OPENING 02/17/21 UPDATED PLANS PER ICU AT DR HORTON D.W. DISHWASHER SC. SOLID CORE. EXT DR EA, ELEV. EACH ELEVATION SD. SH. SMOKE DETECTOR SINGLE HUNG 2/17/21 REPATHED XREFS FOR THE 2=0 FBC EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GtFX. FGLASS SIM. SIMILAR F.G. FUELGAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEARWALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE TBK, THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.N.I. GROUND-FAUL"fCIRCUIT TOP. TOP OF PLATE INTERRUPTER TOTOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUMBOARD U.N.O. UNLESS NOTED LID. HOSE BIB OTHERWISE TIC, HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR ITT HFIGH1 W/ WITH INSUL. INSULATION WD, WOOD INT. INTERIOR WDW. WINDOW W/H WATERHEATER W.I. WROUGHT IRON INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG A2—SECOND FLOOR PLAN PG A3G—FRONT & REAR ELEVATION "G" PG A4G—LEFT & RIGHT ELEVATION "G" PG El —FIRST FLOOR ELECTRICAL PLAN PG El.l—ELECTRICAL RISER, CALCULATIONS PG E2—SECOND FLOOR ELECTRICAL PLAN PG P1—PLUMBING PLANS PG M1—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA8—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # 0 SI—FOU A I N PLAN SI.Bp—F S LS OOR DOWEL PLAN G S—FApIR T OOR LIFT BEAM PLAN G Sgg�1FIRS TAAF�� OOR FRAMING PLAN G 41 E OD OOR D CK pL�N G gS .2—EES CO DFLFLOgORL WE PLppALNL,� pGG S—SE UDFLOOR RO FBI�ING PG SDI —SOFFIT DETAILS DESCRIPTI [ E C N I T E C T• 6 Grogon 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813b86.2602 IVlln� 9p1111113 9LTHDIV. As TAT SILVERADO LOT #17 BLK #10 PROJECT/N 03719.001-17101 MODEL.• 3278—JORDYN II GARAGE OWING: RIGHT PAGE: COVER SHEET 150 H E GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 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. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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'�INCH GYPSUM BOARD OR EQUIVALENT. 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- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-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 CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W" DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFRS 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 O N I T E C T 81 GroupOLL . $41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.abdealgngroup.wm AA#:0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 81343W2802 OVHDIV. & LOT SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL.: 3278-JORDYN II GARAGE OWING: RIGHT PAGE: GENERAL NOTES 150 MPH Vn C V MASONRY/FRAME WALL LEGEND 111111111111 W-4' BLOCK WALL UND ON PLANS BRG. HOT. VARIES 8' BLOCK WALL UND ON PLANS 19'-4' BRG. INTERIOR LOAD BRG. WALL U.N.O. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UND. ON PLANS SQ.FT. CALC.'S IST FLOOR LIVING 108 SQ. FT. 2ND FLOOR LIVING 1,660 SQ. FT. TOTAL LIVING 3,218 SQ. FT. GARAGE 100 $0. FT. ENTRY (ELEV G) 38 SQ. FT. COVERED LANAI 140 SQ. FT. TOTAL 4,156 86L FT. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION KITCHEN ARIE BAD Q4 BRACKETS AS WALL — 3 NECESSARY. 2'X6'X35-1/4- CABMET m LOW WALL = 2'X6' STUDS • 16' O.C. DRYWALL TYP. CABINET SECTION A SCALE: II Cgf'pBR ND CLADDM WID LIMM BA9CWIDEifPOBUf FOR98E001D0U618 agm BMW ZW WO APH OD MU fBANKB AN) TYPE FOGMGE MIN. WINDOW 10 5 329/-43.5 CRITERIA EXTERIOR SWING 253 5 305/-39b DR MIN. CRITERIA SGD. MIN 56 5 21.1/-33.9 CRITERIA 16010 O.W.D. 112 5 21.4/-333 8010 O.H.D. 56 5 28,6/-363 BASIC WIND SPEED MPH = 160 (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. 0011 LDAT80110 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 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 V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN +►'115.9mm) 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 - HB "' I I CASUAL COVERED I NING 0LANAII a 9'-4' CLG. 0 v 9'-4' CLG. 1 0 r=�N r=�; 1 I/ I I I DYI ONDI 12'-2' FON3'-2'-4 - 120M SGD EGRESS _ _ BOT.OF LINTEL • I W-4' AFF. 0 i � eO .r + BDRM 2 v _ T-N CL& _ I -- I ROOM o I 47 O01 I I ®II r J 3'-10 I I . II KPPCIB�1 1 1 -' 1 A e � � 6 1 Q 1'-10, 2'-4- 6' 4'-8' 6' 6'-8' 4'_b 3'-11, I BATH2 w.I c m I BTAIR DATA: OAT. ITR • FLAT I HDR • �1 I 0 9 - - - J- FLAT 1 I} 42' HIGH 1 HDR • 15T . 10' W/ 1/2 WALL NOSING S'-w I I 18H x 9 W/ CAP U r,0 15H FLAT HDR II-- T ---- 0 I I PANTRYm I JI I I POWDER m 9'-4'CLG. 0 ti0 I I I LANDING 9'-4'O.A 4i A2 0 ----- 2X4 LBW 2x6 LBW __ 0 FLAT c m HDR • 13'-4' 6'-0' 10'-4' 4'-5'-9' 6'-2' flu 0 -0' 3'-0. 11'-4' - - ROOM o FOYER 1 9'-4' CLG. 9'-4' CLG. o I I - _ 1 p I I ATTIC ATTIC' I 1 I 1 L _AQ=5 6-0'X6-8' - �• 1Q1 STONE I LITE DOORS VENEER ��� GARAGE 9'•4' CLG. (2) 26-SH 1 I I p �I 1 v I 1 9'-4' CLG. I 9'-4' AFF. 9 9 0 TOP OF COL. • 8'-8' AFF. 8'-m' X 1'-0, ON. v v I6'-0' X 1'-O' O.H. STONE VENEER FIRST FLOOR PLAN SCALE: 1/4' • 1'-0' ANCNITICT8 Groupl�. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-686-2628 FAX: 813-886-2802 ononm� IP UBDIV. a Lr07SILVERADO LOT #17 BLK 10 ROJECT#1 03719.001-17101 MODEL 3278-JORDYN II GARAGE SITING: RIGHT PAGE: FIRST FLOOR PLAN 150 MPH A C DAwAAAAnl 07/12/21 SCALE: AS NOTED SHEET Al v It 3/4' TIG SUM FLOOR GLUED 4 SCREWED PER FASTENER IW-8 3/4' SCHEDULE 2ND FIN. FLR 9'-4' BRG. HGT. A � FLOORING SYSTEM (SEE FIRST FLOOR FRAMING PLAN) 2x NW OVER 2-8 DOOR AT STORAGE UNDER STAIRS STAIRS RISER5 TO OON OW TO FBCR TTH EDITION 2020 MIN TREAD-W' MAX R16ER.1 3/4' 3/16' MAX VARIATION IN RISERSRREADS ADJACENT TO EACH OTHER 3/8' MAX VARIATION IN ANY RISEW' AD HANDRAIL CIRCULAR C11086 SECTION OIA TO BE 1 W4' .-1/4' OR PROVIDE EQUIVALENT GRASPAMILITY UNDERS- MIN 6' WIDE • NARROW END MIN II' WDTH • 17' EN FROM NARROW D 34' MIN HANDRAIL W.T. 0'-0' FIN. FLR 1STAIR SECTION SCALE: IR' • I'-0' WALL THE CLEAR SPACE BETWEEN THE HANDRAIL ANC THE WALL SHALL BE 2-1/4 HANDRAIL 6 36 ) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING - SECURE TREADS TO STRINGER W93) M Y SCREWS • EA STRINGER WTWWADED SWANK TO EXTEND MEYOND THICKNESS OF SUM -FLOOR SHEATWING NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/4'I: 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: NITS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1,2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Y&bnm) 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 OTH ED.) 3021 9'-9. ROOF BELOW r-------------------------------------- i I I I I I I I I ovin ol!:l.:l:l:l:l:l:l:!lol!:!:!:!:!:l.:!:! i� • �i N10-Il�i�i�1�� m...mmm11'��fi Itl �W. 0.4.11 Meo d::d:ilIa10' ♦o NXIaI :d�de'd.:.:::10 olfd, p, A •.� 4 SECOND FLOOR PLAN SCALE: I/4' • I'-0' AECEITECT6 GWon LD 641 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdwigngroup.com AA C 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 Of FAX: 813.888-2802 SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL 3278—JORDYN II GARAGE OWING: RIGHT PAGE: SECOND FLOOR PLAN 15 H EXP. C AREA OF ATTIC = 2568 SQ. FT. N ET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2568 /300 = 8.56 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1232.64 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = SX 1232.64 PORTION OF ATTIC = 616.32 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 616.32 /115 OTALMOFVENTS REQUIRED = 5.3593 OTALN OF VENTS PROVIDED - 6 SQ, IN PER SOFFIT VENTI LATI ON AREA = 11.736 UNEALFOOT = 616.32 /11.736 TOTALLINEALFTOF SOFFITVENTING REQUIRED = 52.5153 UNEALFTOF 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED WINDOW .i• 4 IR s DETAIL B SGALE: 1'• 1'-0' PRE-ENG ROOF TRUSSES HURRICANE STRAP. 4� SEE FRAMING PLAN S'-4' ERG. HT. ,l U) S'-S' T.O.C. BOX OUT BEAM W/ 1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER 1/1W OSB SHEATHING 8' X e• PRE -CAST LINTEL b' WIDE STUCCO BAND - TYP. 12' SQ. CMU COLUMN W/ 1/8' ar ........_7 STUCCO FINISH 8' WIDE STUCCO BAND - TYP. 0'-O'FIN. FLU-- to ---- -»-��-. /\y/ C40NCRETEH SLAB Pow— �-- SEE FOUNDATION FOR FTG. SIZE DETAIL A SCALE: I'• I'-0' DETAIL C SCALE: V- 1'-0' GARAGE DOOR TYP. r-¢ TEXTURED FINISH 5' WIDE RAISED STUCCO BAND .1 PROJECTION (TYP.) 'o- DETAIL D SCALE: I'• I'-0' DETAIL E SCALE: I'• I'-0' 5I ----- 14 TEXTURED FINISH FOAM \— STONE CAP VENEER SHMLE ROOF OMNI wwww.www O OFF RIDGE VENT OFF Rip -rag V T - i BRG. HT. ----' BRG. THTH F-IlEll TEXTURED F-1 FINISH TEXTURED FINISH LIU 5t,L—;: 10'-8 3/4' __--___ --_—_ 2—.FLR T. i9 4 -- ------ ----� BRG�HT TEXTURED ElFINISH 0 0 ------------- 0 TEXTURED FINISH 0'-0' -------- ---- FIN. FLR REAR ELEVATION-G ARCNITECTS _ 6Design PH: 407-774-5078 FAX: 407-7744078 www.e bdesigngroup.com AA M 0003325 :-D:RAFTINGING I :N GROUPNG INC.T CENTER BLVD. 1D04RIDA 33634886-2628-886.2802 1 1111111111 01111111111 ISU13DIV. Ae LOT: SILVERADO LOT #17 BLK 10 PROJECT* 03719.001-17101 MODE1. 3278—JORDYN II GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEV. G %,IKNPH EXP. C nw1'E 07/12/21 SCALE: A3 NOTED SHEET A3G A II C N I T E C T E OFF RIDGE VENT l2 , 5 5 12 5 IS'-4' BRCS PT.$ - — - — - — - — - — ---- I'-0' p_0• p_0 TEXTURED TEXTURED IZ FINISH FINISHE: —2} 5 14 15 R 10'-B 314'�, 2ND— - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 5'-4, BRaT $— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — ---- I'-0' TEXTURED TEXTURED FINISH FINISH i0 'v tO c0 p 0'0' AMN FIN. F- -------------'--------------------------- -- * — ' SST04ER LEFT ELEVATION-G wra I3 5 Bl 19'-4" ------------- T. TEXTURED FINISH 5i 12 OFF RIDGE T ----------------- FOAM CAP TEXTURED FINISH v TEXTURED FINISH �} 15 ,�10'-S 3/4' ---- --------------' ----- '-----� 2ND LF R HT. 4, TEXTURED FINISH --------------------------------------- STONE VENEER RIGHT ELEVATION-G i FIN. FLR 41 [�rDeslgn LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 16. FAX: 813-886-2802 aU13DIV. a LOT: SILVERA 10 LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL.• 3278-JORDYN II DAMAGE SWINO: RIGHT PAGE: LEFT & RIGHT ELEV. 15 PH C 2 07 12 DATE: 21 / / SCALE: AS NOTED aIiEET A4G ELECTRICAL LEGEND SYM. DESCRIPTION r6- STANDARD SWITCH -WAY SWITCH -WAY SWITCH ygDIMMER SWITCH H9 PUSH BUTTON ISCONNECT T WERMOSTAT SINGLE RECEPTACLE (125v/20-AMP INGLE POLE) =0 110V DUPLEX RECEPTACLE =0 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) IVV DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 110V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE CTOR) EDICATED RECEPTACLE L MOUNTED LIGHT EILING MOUNTED LIGHT ANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE NT FAN WITH LIGHT (I CFM PER 50. FT.) S_°9 BULB LIGHT FIXTURE no= BULB LIGHT FIXTURE BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN LINDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 2'x4' FLUORESCENT LIGHT (RECESSED) ej x CO) IRECESS, LIGHT • RECESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OR OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) J-BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0 NT FAN (1 -FM PER SQ, FT.) PHONE JACK 1•Q SMOKE DETECTOR (WALL MOUNTED) Q SMOKE DETECTOR (CEILING MOUNTED) ® / X D G OR C I I MOUNTED) HIMES ® MOUNTED OR G OPENER TV TV JACK -� 8 PORT • LOCATION OF TV JACKS 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 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO NAVE MIN. CAPACITY OF 50 CFM MTERMITTENT PER ELECTRICAL PROVISIONS OF FB SECTION M15013 CR Ith EDITION 12020). • 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 Ith ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). • �_ LAMPS 8HALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MIDST BE ENERGY EFFICIENT TYPE PER FJ5L. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th �� Bo El COVERED I I CASUAL v LANAI I a I DINING I 0 OPT. oPRE-WIRE FOR FFIINIIXTURE i CLGPAN AN I I i Wp ID l 1 / . GF1 / -�i __________/ --------------� -f -L O db LED LIGHTING �\ \\ C SINGLE LAV. Q------ �— BDRM 2 BATH 2 PRE -WIRE JUNCTION I -- FOR BOX UUNDER \ ROOM CLG FAN ELEC. FOR HOOD/ 1 �� r MICRO ABV. I „'il FOR DJU. i ((�PRE-WIRE O O 1 -- \ / N FOR N I _------- yl F, i CLG FAN I OPT. Io I I I CAFE I LJ \ FIXTURE BATH ------ KITCHEN �� \ 1 \\ / oPT. LED LIGHTING jREF F71,-- \ ` ® SINGLE LAV. `-- -- --- — ---\— \ -- I 1 I \ POWDER RM `./� \\ a I � I I I T N V \� POWDER PANTRY L F I G Y1 i�ml Lail --- �\ . - - -0 FLEX \ CHIMES 0 GFI• / 1 GFI• ROOM FOYER 44'AFF. ,� \\ 44'AFF. II � PF WIRE (� ATTIC ACCESS W/ �\ FOR Y SWITCH 4 LIGHT \ CLG FAN \ I - - \\ \ I CFI• \ `� \ / 44'AFF. \ L J \\ SD V/CO, \ O --- � GFI CLG. � GARAGE \ 1 -- �. OUTLET \\ 1 I IWP P.B. FOR wl \ / CHIMES L 1 I / GPI GLG.($ ENTRY I OUTLET W0 OUTLET FOR IRRIGATION 000 \ TIMER PRE -WIRE FOR COACH \ LIGHT \ \Lsj O O O PRE -WIRE ------- --- PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: I/4' • I'-0' A R C N IT E C T R Grouse "I N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abclmigngmupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813S862802 �NII�I�I sysDIv. de LOT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL.• 3278-JORDYN II GARAGE STI►INO: RIGHT PAGE: 1ST FLOOR ELECTRICAL PLAN 15YVPH IN. C DATE: O7/12/21 SCALE: AS NOTED SHEET EI PROVIDE 3 2/0 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: COMBINATION 200 AMP A. ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE 120/240 VOLT SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M DISCONNECT I PHASE THE FBCR ITH EDITION (2020). LOCAL CODES, AND SWITCH AND MLO ALL LOCAL POWER COMPANY REQUIREMENTS. ELECTRIC PANEL METER IN NEMA B. ALL CONDUCTORS SHALL BE TYPE THHN/THILN 3R ENCLOSURE Z00A/2 UNLESS NOTED OTHERWISE. 1 MCB TELEPFIONE CABLE SERVICE TELEVISION ENTRANCE SERVICE POWER COMPANY ENT ENTRANCE TRANSFORMER EGXIIPMENT �INTERSYSTIEM BONDING TERMINAL AT GRADE; AGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PHASE 1 A4 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE 02/0 COPPER (CU) IN Z" 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 FBCR 1TH EDITION (2020) 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 Design Grou L<D. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 w .abdeaigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE -04 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-SM2802 avHDly. Sc LOT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL. 3278—JORDYN II GARAGE SWING: RIGHT PAGE: ELECTRICAL RISER, CALCULATIONS 150 MPH E C ELECTRICAL LEGEND SYM. DESCRIPTION dT TANDARD SWITCH y{}" -WAY SWITCH -WAY SWITCH .� IMMER SWITCH HE H BUTTON DISCONNECT 1 THERMOSTAT r_=4D INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) 4R: XTERIOR WATERPROOF/GPI WSCEPTACLE(GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE CZNNECTOR) -0DEDICATED RECEPTACLE WALL MOUNTED LIGHT (LING MOUNTED LIGHT PENDANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE NT FAN WITH LIGHT (I CPM PER SQ. PTJ BULB LIGHT FIXTURE %Alan BULB LIGHT FIXTURE Aampa=Q BULB LIGHT FIXTURE ' TRACK LIGWTING ATTIC LIGHT WITH PULL CHAIN LINDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O CESS LIGHT no CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY LOCATION) CTRICAL METER (FIELD VERIFY FQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) FILING MOUNTED FAN eVENT PAN (I CPM PER S6L FT.) PHONE JACK b SMOKE DETECTOR (WALL MOUNTED) (D SMOKE DETECTOR (CEILING MOUNTED) D DORcEl ING MOUN ) IMES jX INGG MOUNTED OUTLET FOR GARAGE TV JACK PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FAN TO BE VERIFIED • HOMEOU.NER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR lth EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OP 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR I1h EDITION 11020) 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 lth ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROV1910N9 OF THE FBCR ITH ED. (2020). • ALL LAMPB SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENEIa3Y CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. lth EDITION R4041 ROOF BELOW F--------------7 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 II I I I I I I I I I I I I I I I I I I I ROOF BELOW SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' ----------� -.1. 3'-0' -.1. LED LIGHTING C DOUBLE LAV. BATH 3 ------------ C I I I O, LED LIGHTING C� DOUBLE LAV. BATH I A E C N I T E C T S Grou�Ln 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdeslgngroupxom AA k: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 813-886-2802 I�INI�II aemmi 3Lmmv. Ae I.OT SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL' 3278-JORDYN II GARAGE awMG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 15 PH EXP. C 2CIL! FIRST FLOOR SCALE: 1/4' • I'-0' KITCHEN SINK W/ AUTO VENT — ROOF BELOW I I I I I I I I I I I I I I I I I I ROOF BELOW B 2' TUB I SECOND FLOOR 3' LAVA SCALE: 1/4' • I'-0' 1 1/2' 2.1 \ v \ XUER 1 R C N I T E C T• Grob 1. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8131 86-2628 FAX: 813-886-2802 riiiiiiiiiii i, amwi SUBDIV. de LOT: SILVERADO LOT #17 BLK 10 PROJECT* 03719.001-17101 MODEL 3278—JORDYN II GARAGE SKIING: RIGHT PAGE: PLUMBING PLA IL15VXPH JM 2 co nwT�i 07/12/21 NOTE: ALL PVC PLUMBED TRAPS SCALE"- AS NOTED ARE TO BE 'P' TYPE. ` 'S' TYPE ARE PROHIBITED. TO SHEET PLUMBING RISER MAIN P 1 v HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY 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 1TH 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. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, ALL FIRE RATED CEILINGS AND WALLS °SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 607. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. COUNTERSUNK C.O. PLUG SECURE STRAP TO CONC. CONDENSER W/ (2)-3/Ib'X2' TAPGONS� UNIT �SIMPSON WB ROLL STRAP FIN. GRADE OR EQUAL OR PAVING 4' CONCRETE SLAB � SECURE STRAP TO UNIT W/ (2) "8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CORD. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL 1'-6' r EC. CONC. OR ION TO SOIL STE AS ED nEXT. GROUND CLEAN -OUT (TYPN) NOTEa ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM f y AIR RETURN RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM-1RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 7TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK FIN. FLOOR OR WALL FITTING OR EXTENS SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP.TI FIRST FLOOR MECHANICAL PLAN SCALE: 1/4' • I'-0' I E C N IT E C T Ii Grou inn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813$86-2802 aUSDIV. Se L07 SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODET- 3278-JORDYN II GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN %150 PH a C 27 DXj'j- 07/12/21 aCALM: AS NOTED SHEET M1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS 1 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 ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, 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 NTH 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. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® BIDE -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 Q THERMOSTAT m PASS-THRJ AIR GRILL ROOF BELOW F-------------------------------------- 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 L _ _ROOF BELOW � SECOND FLOOR MECHANICAL PLAN SCALE: 1/4•-1'-0' A R C N I T E C T t Design Gr u LLD. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngmup.eom AA #: 0003325 IF :813-886-2628 G BY: A.BGROUP G INC. 5439 BCENTER BLVD. 004 TAIDA 33634 6.2628 Ilk FS-2802 aUDDIV. ee MI SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL.• 3278—JORDYN II GARAGE STUNG: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 1 PH EXP. C 07/12/21 8CA ,Z` AS NOTED SHEET M2 2X4 TOP PLATE PLAN PRE-FAB TRUSS 1/2' CL.G. BOARD 1/2' DRYWALL SECURE BT. - PLATE TO SLAB W/ I0d MASONRY NAIL 0 32' O.C. MAX 0'-0' FIN. FLR 2X4 WOOD STUDS .24• O.G. SLAB IYV I C: C I UL 1,7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a:)TYP. INT. WALL (NON- BRG. ) 21 SCALE, 3/4'-F-0' GORIQR GLAD I DIP=TLY TO ATtAC+W0 TO PILL CELL AS rm HALANT MACKIIA MOLL NO ALL j_iI TPACK OPIAC"Is PMTNNW TO '_III wCv _ OAPWAD Dom PASTIDED TO 2 GAS LINE THRU BLOCK DlI 3 GARAGE DOOR JAMBS Dl 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 905.1.1. FIBERGLASS SHINGLES AS PER FBCR WD.1.1. • EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS AS PER F'ER STRUCTURAL DETAILS SHEET SNI. WITH UNDERLAYMENT ROOF SHEATHING SHEET SSECURED PER FASTENER SCHEDULE SECURED PER A9 PER FBCR 905.1.1. THICKNESS AS PER FASTENER NER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE — PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH SCHEDULE PRE-ENG WD, TRUSS 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MA AX. BOARD REFERENCE ELEVATIONS O. ELEVATIONS PER EL — 1 STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY CODE FORMS FO PRE -ENS TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER / INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING REFERENCE STRUCTURAL SHEET SNI. SECURE PER J THICKNESS AS PER SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS O.N. ELEVATIONS 5/6' GYPSUM BOARD OR In' VENTED SOFFIT VENTED SOFFIT WEEP SCREED HIGH ON SHEET SNI. R-4.1 INSULATION PRE ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS ERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS . 24- O.G. In' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING STRIIn' THICK, 2 COAT PORTLAND s' cm CEMENT PLASTER APPLIED IR' THICK, 2 COAT GYP•WL.•BD. CEMENT PLASTER APPLIED In, GYP. WL. BD. DIRECTLY TO MASONRY PORTLAND CEMENT 'GMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR 0-0' FIN. FL L,L ILI_ i, 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS L f ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE I-I6 IN ENGINEERED PER ASCE '1-16 IN a: ACCORDANCE WITH FBCR 2020 ACCORDANCE E WIT 02020 ITH EDITION, SECTION R301.13 113 AND 1609.5.1. AND 1605.5.1. W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING " NO OPENING NOTE_ NOTE_ METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE (j)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4••1'-& UNDERLAYMENT IN ACCORDANCE SCALE, 3/4•.I'-V' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR S05.1.1.1 OF THE FBCR D1 WITH FBCR S05.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 04 WHICH USES 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. A R C H I T E C T S 6 Design Grob LLC. y44 LONGWOOD, FL 32750 �� V PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813.886-2802 8UBDIV. do LOT IN SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL3278-JORDYN II GARAGE SWIWO: RIGHT PAGE: DETAILS 150A EVA C JUL 1217 Dw1'E` 07/12/21 BCALE: AS NOTED SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR Wb.1.1. AS PER POOR Wb.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE -ENS WD.TRU k oLnR PRE-ENG WD.TRUSS-- 24' O.G. MAX. LEVATION 24' O.C. MAX. METAL DRIP EDGE—'' METAL DRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES _m VENTED O.H. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYF. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL Z� U w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL m 3/4' T 4 G SUBFLOOR 1/2' THICK.2 COAT e' GLUED AND NAILED 1/2' THICK, 2 COAT— PORTLAND CEMENT d AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO mi DIRECTLY TO MASONRY MASONRY R IX2 FIRE -STOP LEVATION IX2 PIKE -STOP SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R - _EP "LEVA�TION IX2 FIRE -STOP IX2 FIRE -STOP (PAGE 53.I5 - DETAILS 344) (PAGE 63.18 - DETAILS 344) R-4.1 INSUL. 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- a, CMU 1/2, GYP. WL. BD. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O.H. w w w tt BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP iR-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R ?PVLEVATION R LEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2'GYP. WL. BD. WOOD BASE m L� L� ti W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'-]'-0' A R C H I T E C T S i,-rd%I Design LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigigroup.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: 8134386.2802 SVEIDIV. Se LOT SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL: 3278-JORDYN II GARAGE SAYING: RIGHT PAGE: DETAILS 150 PH C IQM 2X6 P.T. • CENTER OF DOOR HEADER SECURED W (U 1/2' X S' J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X IV WASHER 4 NUT OR W/ (21 VI' X 6' ANCHOR BOLTS VB' WASHER 4 NUT 0 16 SECURE 2" TO BLK W/ 1/4' TAPCON6 IN R 1 1/2- EMBED, V O.C, 4' END DIST, 1 1/2' EDGE DIST. 2X6 GARAGE DOOR BUCK 8ECUIED W/ (51IR' X 6' J-BOLT OR ANCHOR DOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8, ULA64M 4 NUT. (V UT14IN 8. OF TOP, lU UT14IN 6' OF THE BTM, (3)EVENLY SPACED. 0 0 0 NOTES. ALL ANCHORS SHALL BE M ACCORDANCE TO MANFACTURER'6 INSTALLATION M6TIMICTIONG WHERE 4 l MNTQIY_TIMA - M�llr eT WNT GARAGE DOOR 1 BUCK ATTACHMENT 3 4CAL�, N'•Pe e• cTwl 1/2' DRYWALL hc4 P.T. OR 6/4'X4' MM. SECURE THRU FRAME 4 ❑ VX4 ' M EEND 1-114' INTO P.T. NAILER BLOCK W/ 3AW TAP -CC" DOOR CASING (MIN. 644ANK SIZE .145 MIN. HEAD 612E 300 MIN. EMBEDMENT 1-1/4' UT14N VOF EACH END DOOR JAMB OR WINDOW 4 18' Oa MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3AW TAPCONS (MIN 614AW 612E .145 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O,G MAX SPACING. 2X6, CM SECURE TO BLOCK WK2)3AW TAPCONS (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIL EMBEDMENT I V49 8' C•AJ WITHIN VOF EACH END 4 WOU_ MAX SPACMG IR' DRYWALL 2X6, ® ❑ I'X4' SECURE TO 15LOCK P.T. NAILER W92) 3A6' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIK EMBEDMENT 1 114" WITHIN 8' OP EACH END 4 B' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" 0 1►INDOII TO BLOCK +1 1/2" 2X4: 00 SECURE TO BLOCK WV 3A6' TAP'CONG (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 19' O.C. MAX 6PACING 2X6, = 6ECUPE TO BLOCK WK2) 3/16' TAPCONS (MIN. 814ANK SIZE .W' MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END S' CFMI 4 IV O.G. MAX SPACING. 10' DRYWALL 2X6, SECURE TO BLOCK I'X4• W92) 3116' TAPCCNS P.T. NAILER (MIN. SHANK SIZE .145 1/16' Ohm. X 4' MIN. MIN. 1EAD SIZE 300 MIR EMBEDMENT 1 1/49 DOOR CASING WITHIN W OF EACH END 4 18. O,C, MAX SPACING DOOR JAMB OR UNDO. ATTACH TO 2X PER MANPACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 15/16" /21FINDDM TO BLOCK +1 15/18" 2X4. SECURE TO BLOCK W/ 3A6' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROU04 NON-STRUCTURAL WK2) 3/16' TAPCONS 3/I6' TAPCON MIN. 1-1/4' (MIN SHANK 617E J45 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMDEDFIENT 1 1/4') WITHIN 6. OF EACH END 8' CM 4 19' O.G. MAX 6PACMG IQ' DRYWALL 7X& SECURE TO BLOCK a 1'X4' WV(2) 3/16' TAPOONS P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 b' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +2 1/4" 1fiND01► TO BLOCK +2 1/4" 2XA 00 SECURE TO BLOCK W/i/16' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 W O.C. MAX SPACING. 2X6, = SECURE TO BLOCK WK2) 3/16' TAPCONS MIN. 614AUK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 8' CMU 4 b' O.G. MAX SPACING. 1/2'DRYWALL ® ECURE TO B SECURE [EllLOCK I'x4' WK2) 9/16' TAPCON6 P.T. NAILER (MIK SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 3" MR EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 41. OL. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUPACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUME, JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �tAiNi1(1W TO Ai.MtC +Y^ 2X4: ME SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. SWANK SIZE .140 MIN. HEAD SIZE 34M MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' DO. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-$TRUCTURAL W/(2) 3/16' TAPCONS 3/16' TAPCCN MIN. 1-1/4' MIL SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. 1EAD SIZE 300 MIL EMBEDMENT 1 1/4.1 WITHIN 6' OP EACH END 8' CMU 4 IS' O.G. MAX SPACING 1/2' DRYWALL 2X6: ® 1-4- SECURE TO BLOCK P.T. NAILER W1(2) 3/16' TAPCONS DOOR CASING (MIN. 8HANK SIZE .141, MIL HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN VOPEACH END 4 18' OC, MAX SPACG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114.) IND 2X SECURE TO STRUCTURAL MENDER WK2X2d WITHIN 8' Q EAGN END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. DOOR JAMB TO BLOCK +3" O�mnv To Ainrtt +s^ 2X4: ME SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING 2X6, SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIR 814ANK SIZE .145 MIN. MEAD SIZE -lW MR EMBEDMENT 1 V4') WITHIN 8' OF EACH END 8, C,U 4 IVOr— MAX 6PACNG, 2X8, ® 1/2' DRYWALL SECURE TO BLOCK I'X4' W92) 1/4' TAPCCNS P.T. HAILER (MIN. 6HANK SIZE AD MIN. HEAD SIZE 300 1/16. Obd X 4' MM. MIN. EMBEDMENT 1 I/4') WITHIN 8' OP EACH END DOOR CASIG 4 IB' OG. MAX 6PACM4Ca DOOR JAMS OR WINDOW ATTACH TO 2X PER M~ACTURES DETAILS. NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" /11IINDOII TO BLOCK +9 7/15" 2X4: 00 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIR EMBEDMENT I V4') WITHIN 8' OF EACH END 4 b' O.G. MAX SPACING 2X6, SECURE TO BLOCK WK2) 1/4' TAP'CON6 (MIN. SHANK SIZE AS MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4.) WITHIN W OF EACH END 4 16' O.C. MAX SPACING 2X& SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J, MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OP EACH END 4 16' O.C. MAX SPACING NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�1 6' cm 112' DRYWALL I7t4' P.T. NAILER I' P.T. X 4' MIN, r DOOR CASING DOORJAMB OR WINDOW ATTACH TO 2X PER MMMFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" n 1/1ND01/ TO BLOCK +3 3/4" A R C N I T E C T 5 6 Design Gr u LLD. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 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 S86-2628 FAX $13486-2802 aennm� 03317. & LAT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL.• 3278-JORDYN II OARAOE STPINO: RIGHT PACE: DETAILS 150 H EVt C 2 DwTE± 07/12/21 8CAL C: AS NOTED aHEET D3 PREFOR'ED CONTROL JONT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' ' O.C. MAX (VERTU. Nam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ BECIIREMAY SE USED CONTROL JOINTO TEMIP. DURING INSTALLATION —� FASTENERS TO BE SPACED • 1' O.G. MAX VERTICALLY I SIC R3 COAT CEMENT Will LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED S1' (VERTJ Or- MAX AT SUPPORTS WRB LAYER 9, STUCCO. WRAP WOOD SHEATHING POP LATH SHALL BE CONTIMJ010 THROUGH CON JOINTS BUT BE STOPPED A_ TIED AT EACM BIDE. PRONDE 2X4 BLOCKING PER A81M CI063 \ PLACED FLAT MAX 6' TO N' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON IiASTENERS FOR LATH TO BE NAILS OR\ / STRUCTURAL STUD STAPLES N COMPLIANCE WV ASTM CIO63 2. WIRE TIES TO BE (NO. 16) IDJMT6' UFO 3. BLOCKING SHOWN N MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN N 111111 O' M" TYPE CONTROL JOINT OL POLD N11YO . Pf. A ®^01� OL IY%.D NLLalp . IR.A 2. CEAN.t r.6 • CLEAN • FT. C a11L'aL! Iao(sRa OW EOOE, OVE6AF V. ex1END W. Ni OEATHM MSCOAN CALLY FYTI N 4 OC. _ OL FOLD NYMIO • MA }. C REAN • R. 6 ww 4ti ® L —gl MYMRD • -A o. CLEAN • MI 6 s. cREAee . n. c L FOLD Mr. c Oven R. 6 nu PT. c Tcucws 6017Q•I FLANge F;::) �s . eoTTa, bm CUT. QQ �• THICK 3 COAT CEMENT PLASTER (aRAMU In• 2 COAT CE•EIT PLASTIM (wu RIRB LAYER 9, FORfIFIBER BUILDING PAPER (T1RAr'E cm, WRE LAYER 9. STUCCO WRAP(FRATE crLY) APPROVED BUILDING WRAP SMALL BE LAPPED A MINIM" OF 6' • VERTICAL. LAPS (ROLL ENDS) a 6' • HORRONTAL LAPS. ALL SEAMS NEED TO ISE TAPED WITH FORTIBER SHEATHING TAPE / r nM. LAP • neTAL uTN \ LATH VERTICAL LAP TO BE I' Jl Jc-1—Jc —T ^— METAL LATH am LAYER 9, STUD= WRAP 6' MM PAPCR LAP BELCW ONLY / WRB LA7ER'2, PORTIFIBER �BUILDNG PAPER 2 APERr-oAP SCALe,IIn .' VERTICAL LATH & PAPER DETAIL SIDE, OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH Bm410-IR (ITN-M'T) WRE AT INTERVALS NOT MORE THAN 9' (22S-M M). AS PER ASTM C1063. ® KIC KO UT FOR RPAIR OF TEARS IN WIND LAYERS, TEA DETAIL MAY BE PATCHED W4NOU6E WRAP TAPE PER MANF. SPEC, OR PEEL 4 STIDK a,, R�J�.A.NQL STOP I'A ABOY6 ON.Y) A, pft" OR exfEROR \ Eaa�eueLL�?_i RILL R-ASHMgTuu6�OOT RAll AT li O ROOF aYll NTBEKTIQE iM NAL (66o OR DD LIOT DR) li°LAS R' THICK 3 COAT CEMENT METAL LATH WRB LAYER R, FORTIFIBER BUILDING PAPER WRB LAYER 9. STUCCO WRAP WOOD 6HEAT14NG WOOD STUDS SHEATHNG BUILDING PAPER s•nM LAP STUCCO K• LAP a'LM•1 HORIZONTAL LATH & PAPER DETAIL -INSTALL FASTENERS, (CLIPS: STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WRE TO FRAMING WRD LAYER 9, STUCCO WIAP WIND LAYER V, POW 1111 R BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASNNG OVER 4'x4' SELF-ADNERNG MEMBRANE PLASHING, OVER APPROVED HOUSE WRAP. KASENINIG i0 EXTEND ONTO PIPE 4'x4' SELP-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLA614NG TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT AIR ELA6TOMll COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION BSRbrIRNnR C N p.rti clo Eateria fportland cemaM plaemr slv11 comply with tM application .gwrem.nta of ASTM C 92618b. Inahll.tion of exterior lathing and framing 0.11 mply with ASTM C 1083-19a, or ASTM 1787. 4'x4' 6ELF-ADHERING MEMOPUNE FLASHING HOUSE WRAP MATERIAL) OVER Ull MATERIAL) L APPROVED HOUSE U ll FLASHING TO EXTEND ONTO PIPE I. OR LESS PIPE P'ENETRATION� CUT AND OVERLAP ONE 61DE OFF SELF-ADHERNG MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER RI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. ►{m0ff:';� � �L#al/j krAIU■r41 LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) SELF-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. RLd6NING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING r WRB LAYER 02 (FORTIFI5ER—'-----'—'- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/161I ZIP WALL SHEATHING SELF-ADHESIVE FL)45HIING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A N C N I T E C T I GL. ro 01 n a LONGWOOD, FL 32750 LTV PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.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: S13-686.2802 anmm�� SUBDIV. do LOT: SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL.• 3278—JORDYN II GARAGE STUNG: RIGHT "'WALL ASSEMBLY D TAILS 151 MVH INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED :.1 Or SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT i' WATER AWAY FROM JOINTS. E•Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' I APPLY SEALANT AT PERIMETER OF BACKER ROD I: NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4 CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application I.X requirements of ASTM C 926-18b. XInstallation of exterior lathing and framing f shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER 9, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 9, 9TUCC0 WRAP LAYER 4, FORTIFIBER BUILDING PAPER w�oD CGNBTUCTION `METAL LATH a' CMU VINYL CASMG BEAD W RAISED BAND JL' TO Ui' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT A TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION Y1 SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ELEG. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING: WRB LAYER 01, STUCCO WRAP RAP LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ye' MID -WALL (WEEP SCREED - A7 �`-6' SELF-ADHESIVE FLASHING WOOD FRAMED t:::::� WALL ONTAL HORIZWEEP SCREED (FRAME TO FRAMEZ PROVIDE STUCCO SCRATCH GOAT 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 9, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT 0 RAKE BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION T/D- TEXTURED -�FM18FI • WOOD RU FASTEN TO WOOD STCTURAL MEMBER a 1' O.C. MAX e CMU K' TO US MID -WALL mw °re.een • aT ' W WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 9' WRB LAYER 9, STUCCO WRAP WRB LAYER °i, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE '0' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER HOAUSEWRAP B WRLAYER 02, FORTIF15ER BUILDING; PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60 MIN , ° SECTION) E GRADD' ; METAL LATH FELT -PROVIDE o e. SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 05 STEP #(o @)ELECTRICAL RECEPTACLE A R C N I T E C T E M Desit�n 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.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: 813-886-2802 INIIIIIWI annNm� SUISIDIV. & LOM SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL' 3278-JORDYN II GARAGE EiMNG: RIGHT PAG"WALL ASSEMBLY DETAILS 150 MPH . C r)ja' 07/12/21 SCALE: AS NOTED dd A2 WOOD S . CONSTRUCTION ?'4' HAT CHANNEL 'TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 7, STUCCO WRAP ]' THICK 3 COAT < PLASTER WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER ]' THICK 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED `y TO SHEATHING BELOW WRB LAYER -1, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER SELF -ADHERING FLASH STUCCO CCO WRAP ING WRAPPED LAYER 1, • COWER OF CANTILEVER STU�o 1M66.W9UC-A 8m I Y ° 4' POSITIVE DRAIN WEEP BGR-eED INO L9 GAP FOR IN FIELD —� CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.® CANT. (10 A SCALE: 1 1/2'-V-V NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / A5TM C-541-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION UIEATHER RESISTIVE BARRIER N 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 vlNYL CASING BEAD ]' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL[10C.AP METAL LATH RED 4 PAINTEDWOOD 841EATHING FINISH FINISH ]' THICK 3 COAT CEMENT(2) 2x12 HEADER PLASTER VINYL CORNER BEAD4' POSITIVE DRAIN DEEP SCREED VINYL CASING BEAD M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER e2 J* THIC CEMENT R3COAT S/8'TYPE 'X' DRYMETAL LATHW/TEXTURED 4 PAIWOOD SHEATHINGFINISH ]' THICK 3 COAT CHEADER/BEAM ji� PLASTERVINYL CORNER VINYL CORP. 4' POSITIVE DRAIN CABMG WEEPSCREEDVINYL IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL SUB -FLOOR DECKM PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER •2 J- T141MR COAT CEMEN' KAO METAL LATH WOOD SHEATHWG— (SHOIW FOR CLARIFICATION OF SEPARATE ACCESSORES ONLY) FOR Ys GAP FOR BACKER EXTERIOR GRADE ROD 4 — ORY WALL I' THICK 3 COAT CEMENT VINYL CASING BEAD "LASTER vINrL Q28NffR BEAD WATER PROOFING let_ -YOM CASING LAYER (2 LAYER PEE 4 STICK) CANTILEVER DRIP EDGE 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) BET IN FULL BED OF 6' PEEL 4 SEALANT,)j' MM STICK - DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y,' GAP FOR BACKER I A*XI % P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS, VINYL CASING BEAD WATER PROOFING IK I I 1.,, (LEATHER RESISTIVE LAYER (2 LAYER PEEL 4 € BARRIER DI STICK) WRAPPED FISOI'1 WEATHER W-81STIVE BALCONY DECK TO BARRIER 9 CANTILEVER r"'x"��-�'• ' ICK MEMBRANE, O DDECK EXTEND OVER DRIP FLOOEDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE --.-_ ftLAYER SET IN FULL BED OF% PLATE iFINIGH SEALANT,)$' MM (TR SPACE FROM DRIP INUOI FACE TO TREX P F 4 SEi WATER PROOFING Net LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHA "EL CANTILEVER ]' THICK 3 AT CEMENT PLASTER METAL LATH TYPE 'X' DRYWALL i WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE ]' THICK, 3 COAT CEMENT BARRIER -2 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN DEEP SCREED VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING '-}WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 �6 SAP. \ PEEL 4 STICK I Vx3' V FLASHING FULLY EMBEDDED IN ROOF CEMENT I X' X 3' 26 GA, GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTA' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER 4 A� EXTERIOR COLUMN COLUMN SHEATHING r EEL 4 STICK 6' OAF. \P 1 )6'x3' 'L' FLASHING SUB FLOOR FULLY EMBEDDED IN ® ROOF CEMENT 1 K' X 3' 26 GA. GALV. METAL DRIP EDGE I )S'XI 1i' P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SEALANT, A* MIN. CONTINUOUS SPACE FROM DRIP Y♦' GAP FOR SEALANT FACE TO TREX VINYL CASM BEAD OPT. BACKER ROD. WATER PROOFING Net MODIFIED w LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER ]' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH ]' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINYL CORNER BE (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/" L" FLASHING) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SCALE: N, WOOp SHEATHING 2x FRAMING MEMBER ]' THICK 3 COAT CEMENT PLASTER C�E39EO FASTENED TO SHEATHING • T' O.C. MAX. ,y' WRB LAYER M, STUCCO WRAP .z WOOD SHEATHING METAL LATH WQB LAYER 7, FORTFF15ER BUILDING PAPER SF9RNER HEAD ® FRAME k 2 1/2" k COMER BEAD (FASTENER 4 SPACING A 7 O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WR5 LAYER h, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH ]' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE WR5 LAY( 5UILDING METAL LL ]' THICK, PLASTER WSELF FLASHIN( DRIP C, WINDOW , 15B CASING BEAD ® WINDOW (FRAME, NO BAND) x—x—x—X SHEATHING tLURE, LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER 5UILDINCs PAPER METAL LATH (EXPLODED 9' THICK, 3 COAT CEMENT v1EW FOR PLASTER CLARITY) A R C N I T E C T 8 GroupN�. 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1D04 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 anrimi� SUDDIV. de LOT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL' 3278—JORDYN II GARAGE 9TIINO: RIGHT "'WALL ASSEMBLY DETAI 150 C WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH \ � i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE WRB LAY STUCCO I WRB LAY BUILDING METALL, i' THICK PLASTER 6'SELF- FLASHIN DRIP C WINDOW , CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP tWRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH .fEXPLODED J* THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) IX TRIM MEMBER ® STUCCO TO SIDING TRANSITION SIDING-, WRB LAYER 7, STUCCO WRAP Y.' GAP TYP CASING BEAD TO TRIM J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREIrKs FLASHING OR PEEL 4 STICK SIDING TO STUCCO A CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION �— BEYOND WOOD SHEATHING WEATHER �918TIVE S �DARRIER RE818TIVEP�UAi' 81DING /F6. MvE,L4L� / LASHINGRING6' SSELF-ADHERINGFLASHING L WEATHER RE616TIYE vlMLAs\Hrw% eTARTER enaPtLEATHEER BARRIER9 RESI6TIVE SAM \6' SELF-ADI-EiRING FLASHING AL GALVD METAL FLASHING WOOD TRIM MEMBER eTur_Co CASING eEAa / / I Y• X SIMULATED WbOD6' T`EM MEMBER \, SEAL GAP W(CAULKMG OR APPROVED SEALANT 1W CASING SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14d, MIN. 2.5 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER 'I, STUCCO WRAP WOOD SHEATHING WRB LAYER $2, FORTIFIBER WOOD CONSTIOUCTICN BEYONp 6 BELING NG BUILDING PAPER ; WRB LAYER 01, WOOD SHEATHING THICK, 3 COAT CEMENT STUCCO WRAP BWEATHER RE616TIYE ISARRRIERAER RRIREeIeTIVE �' \ BAER'ITOLAP PLASTER ; BEER RESISTIVE / / 6' MIN. ABOVE TOP •Z• / OF FLASNMG WRB LAYER e2, FORTIF15ER X T Y' LAP eIDMG u�%RRAAL VINYL ANGLED ' BUILDING PAPER 6�ADHERING BIER RESISTIVE CASING BEAD j \ - / e METAL LATH \ MMEERF-FeISTIVE VINYL CASING BEAD i STARTER STRIP \I \� J' THICK, 3 COAT CEMENT METAL i Ro (EXPLODED VIEW FOR PLASTER �' DO NOTGd11LKOR \ / l& OrBdIHIG CLARITY) GALVD METAL WEATHER RESISTIVE •Z• FLASHING BARRIER -1 TO LAP I Y' X 6' SR1ILATED op. ZM' OP WaOD TRIM MCMDER E-Z BEm VINYL CASING ` I-Yi X ' S MEMBER ("' FLEXIBLE PVC \ / , SACKER ROD1 \ / 'SELF -ADHERING CASING BEAD ® RAISED ING \' ' FLASHING ' THI 3A°OerElTe \ SEALLAANT I'� BAND (FRAME) T OR''AP`�neoVR WEATHER 1 ( A CARRIER ^E61eTIVE 6SAPMER RESISTIVE SCALE: a I'-m' WEATHER RESISTIVE E-Z BEm VINYL CASING BARRIER 4 ( FLEXIBLE PVC BACKSIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER a 1� TRANSITION l� IngW- DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME �( : ' - . . �.../_.._..._......._..........._.............. WRB LAYER e2, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/W FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER LAYER 01, STUCCO WRAP, PPED AROUND FRAMING MEMBER PELF ADHESIVE FLASHING 0 SHEATHING 3ELOW EXPLODED R CLARITY --------------------------------------------- i ---------------------------------------------- --------------------------------------------------------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02 FORTIFIBER BUILDIPAPR WINDOW FRAME --� ` WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP '- EZ BEAD WINDOW CASING A R C N I r E c T s 6 GroupLr. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —, bde,lgngroup.com AA. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2826802 FAX: 813-886-2 9v13DIV & LOT SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL• 3278-JORDYN II GARAGE OWING: RIGHT PAG'WALL ASSEMBLY DETAI 150 11PH E DATEa 07/12/21 SCAT-E: AS NOTED dd SHETEH �TT /� 4 AVAILABLENESS DY IMItIO CARE SHOULD SE TARN IN KEEPING THE VENT PROPERLY C', S' AND 10' ALIGNED. VEM PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHONM IN P GALVANIZED USING 1-11P NAILS AT EACH CORNER. ROOFING CEMENT PREPARATION SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING IN THE RCOF RECOMMENDED IN SEVERE HEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE MATH THE CONSTRUCTION ZONES. CHART SNOIMJ. IN THE EVENT AMEC—ICILL VENT FAN IS USED, SIZE ME VENTOPENING IN ACCORDANCE wTH VENT FAN IMNUFACNRE'S PIPING CONNECTION INSTRUCTIONS. GO NOT CUT INTO TRUSSES OR RAFTERS MEN CUTTING THE OPENING IN THE ROOF, Flrrm RENOVE INTERFERING SHINGLE NNLS AROUND 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 MVEM FLANGES TO UY ON SHITHE GLETOP ALLOOF SHINGLES. THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE, INTO AT AS' ANAL! Bf MODIFIED 'V CUT N HOUSE~ LIE OF WINDOW OPENING AFrROVED WCUSE~ OVER SNEATNINO OVER UD STUD WALL STEP 1 EXTP.ND BILL MM �--� / I' DELCW BILL < FLEXIBLE FLASHING DO NOT am BOTTOM PSI STEP 6 tEMPORARILY FOLD -UP I SEC NOUOE~ (0 TUCK FLAT U IC At HEAD FOLD FIOUBIW N AT JAMBS I OLD" BILL R STEP 7 Ie A�II INS ASPWALT PLASTIC CEMENT MOLDED AROUND 805E OF PIPE AND OVER FLANGE ALIGN FLASHING UV INT. EDGE OP SILL RO. MECHANICALLY FASTEN FAKED EDGES.(CAP NAILS. STAPLES) INSTALL OUPONR FLE)MRAP AS TF M ASHNG AT THE FOLD WOLOQUOAAr DOIN I TAPE DIAGONAL CUT I ACROSS HEAD Q WHO= PLUMBING VENT DETAILS ADAL WB FPLY %* ANTINX)UI P DCALAN AMBO ANC FPLY TO IIIDOD NA LANGE N R-FlAI(.1 (OLEO OR INSTALL S' WDE ADNEBIVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DPoP CAP JOINT (FIODTECTO-WRAr BT.20)l ,X IOLAVI "I"Q10 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS ROOF VALLEY DETAIL SCALE, NTS APPLY WI H2U (0 EGSIAL) SEALANT I WINCX 'LI JOINT. FLUID APPLIED FLASNSIG (LANDO UNITE -SEAL RC-BS OR ECUAL). SLOPE BILL TO EX 1. IT 16 T1E CONTACTORS REOr"15ILTY TO VERIFY THE COMPATIBILITY OF ALL rRODUCTG NCLUDNG HOUSEUAOAP, SEALANTS / 6ELF-ADFERN6 PLA614M MATERIALS USED DURING OCNOTFIU ION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS MISSING, SEALANTS MAY REACT ADVERSELY F NOT CO'IPATIOLE. CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT IA�H L IT IS THE CONTACTORS RESPONSISILTY TO VERIFY THE COFIPATIOILITY OF ALL PRODUCTS NG.UDNG SEALANTS I SELF -ADHERING FLASHING MATERIALS USED DURING CCN6TR/CTIO1 2. FLASHING, AT EXTERIOR WINDOWS, AND DOOR OF'EFINW SHALL BE INSTALLED IN ACCORDANCE WTI MANUFACTURERS INSTALLATION NBTRICTIOW AND APPROVED M[h10D U OF PBC M103A U IN ACCORDANCE UTN RETESTRATION MAN FACTURER'O INSTALLATION AND FLASHING SISTRUCTIONO 11ARNIN'u SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE,NTO A R C N I T E C T 3 Group��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde"Igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 FAX: 8134186-2802 BIINIsll3 EtUHDIV. Ae L.OT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL.• 3278—JORDYN II GAR/►GE OWING: RIGHT per" WALL ASSEMBLY DETAILS 15g.,MPH 2 DwTE- 07/12/21 OCALE: AS NOTED OHEET WA5 2x6 SUB -BANS W/1'x4' NOTCH o END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP 7�Z DRIP EDGE I�\ I� 1/8' TEXTURED I / FINISH a WOOD I �� 2X6 SUB BAND_ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEV>a-rIoN ©PLAN 5- -ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) -1/8' TEXTURED FINISH * WOOD, IR'TEXTURED FINISH 0 CMU METAL LATH .WOOD SHEATHING OR ratio WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 01, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ � DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH g � WOOD, I/2' TEXTURED FINISH m CMU - 2x6 SUB -BAND W/I'x4' NOTCH o ,.. � END, WRAPPED IN PEEL t STICK ®FLAN ,4 6 METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/ll4'x4" NOTCH g END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t14'x4' NOTCH 6 END, WRAPPED IN PEEL t STICK -ROOF CEMENT g ROOF EDGE OMITTED FOR CLARITY ITY a SUB BAND DETAIL @) WALL 3• x X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x x x x x x x x x X x x x x � WALL KICK -OUT FLASHING x x x x x x x x x x x � FELT PAPER x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x (REFERENCE POINT x x x x x ONLY• FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF ' DRIP EDGE 2x SUB -BAND W/l�'x4' NOTCH END, WRAPPED IN PEEL t STICK *ROOF CEMENT g ROOF EDGE SUB BAND DETAIL® WALL GLARED FOR W/KICK—OUT 1 R C N I T E C T E GrouS�L�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774�i078 FAX: 407-7743078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33534 PH: 813E86.2828 FAX: 813588-2802 sysa:v ac LAT: SILVERADO LOT #17 BLK 10 PROJECTp 03719.001-17101 1tOaEL• 3278-dORDYN II dARAOE sgTINCi: RIGHT p"�GVALL ASSEMBLY DETAILS %lKVH 1 R C N I T E C T E GrouS�L�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774�i078 FAX: 407-7743078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33534 PH: 813E86.2828 FAX: 813588-2802 sysa:v ac LAT: SILVERADO LOT #17 BLK 10 PROJECTp 03719.001-17101 1tOaEL• 3278-dORDYN II dARAOE sgTINCi: RIGHT p"�GVALL ASSEMBLY DETAILS %lKVH 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. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATES #5 BAR, BIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE O'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 VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 61,6 WI AIW 1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW12x18 12" CONTINUOUS 18" - (2)#5's FM-16x18 16" CONTINUOUS 18" - O#5's FMC-12x18 17, CONTINUOUS 18" - (2)#5's #5 IN CURB VARIES FMCA6x18 16' CONTINUOUS 16' - ( 's #5 IN CURB VARIES CW-12X12 17, CONTINUOUS 12' - (2) s (+0'0" CWC-12x12 17, CONTINUOUS 12, - ( 's #5 IN CURB VARIES TE-2 12, SEE PLAN 8" - (2) Ws _ (+)01.11. F1-24x24 24' 24' 17' (2) Ws O s (+)01.1. F2-24x24 29' 24" 12" ()#5's () 's (• •-T8mowGRADE F3-24x24 29' 24" 17' s s (-)7-4 BBAWGIM F1-36x36 36' 36' 17' ) s 's (-)Oy BELOW GRADE F1-30X30 30' 30" 12' (3)#5's (3)05's _ - -0'BBLOWGRADE F-30X30 30" 30' 17' (3)#,5's (3)#5's yBELOWGRADE CMC-12X12 1T CONTINUOUS 17' - (2)#5's #5 IN CURB I VARIES F2-24X24 Y --------- r---FM•72xi6 , I I 4 ------------� FM-12XIB I I 1 1 x I 4" CONIC. 0,_0„ EXTEND END OF PVC SLAB ^� CHASE UP 12" ABOVE 4 TOP OF I LL I < 0 w I SLAB COND. CONC. PAD N a EXTEND IF 13,_D„ 1 w SLAB 1 1/2" I n I I, I 12,4" 12,_2„ D\ D\ 3,_2„ ,4„ 3 _ —il Fi-36x36 Fi-36XP-L I I I 1 L =J L =J -I---------- - I I I I _ ---4 — L— 1'-- -- -- --Flp R,6 -- -- 11 .h'FM-16X18-1 i 1 2,16„ I 1 t.t ,.t •1 I � 1 I I • 1 I 16'-0" 15'-0" #4 X T-O" 18'-0" W/ 10" HOOK @ 30" O.C. 8. 1 � BORACARETERMITE V I 2X4 WOOD @ . I WALL W/SYP. # 2 STUDS @ N� I x PROTECTION TREATMENT MAY I m 1" PVC CHASE BE USED IN LIEU OF SOIL I 12" O.C. I 9 w U I I FOR ELEC. TREATMENT. ,.1 1 �� , I I'- CONDUIT 0'-0" 4" A/C CHASE I T-� I`v w U I x O I = SLAB I LJ 11 1.1 1 9 2X4 WOOD t'1 # 2 STUDSWALL Wl YP N CAL 12" O.C. m I N 1 1 L2X12 _ _CW-12X12 — -- L— ------ —J L-- J N gl 1S2 I _ (--J CW-12X12 I I I 8 o I IU I I3,_6„ 2,_0„ 8,�" 4'-O" 7'-10,. 1.1 8,_3„ 1 9, I r----------- -- ,. I ----- I I r---- CWC-12X12 N I I o 1.1 2X4 WOOD WALL 1 I r--� `V _910000000000041wi_ I W/ SYP. # 2 I i o h STUDS (� 12" O.C. I � j 11 r N 11 3 FM-16X18 1 1 t m 1� m STUDS UNDER 1 1 2'-8" 11 1.1 1.1 I I� TOP OF EA. TRUSS I I F- X30 1 ILL EXTEND SLAB I I 8 SLAB 1 1/2" 1 1 N1.t 1 X_ (14R#5 BAR ) OUTED 1N 5'-0" 3'-0" 1V4" 1 CELL 1 I 10,4" 19'4" 1 I BENEATH I I U ) WINDSILL EXTEND - SLAB U-- a I 11 �I o , c IX 3. 4" 6'-4" 4'-8" N 3'-5" b I� 4" CONIC. (� F-30X30 c SLAB FM-12X18 2 m c 44 FMC-16Xt8 3 I F3-24X24 �o �FM-16X18 ill� w 1.1 — 10 I g ; ' F1-30X30 c t 1 1 x FMC-12X18-$-(-)7 FMC-12X18 I v N LL -------- FM-12x18---'�� --- 9'f FOUNDATION PLAN A N C N I T E C T Grow jL�. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD.'. SUITE 1004 TAMPA, FLORIDA, 33634 PH: 8134886-2628 FAX 813586-2802 �mmm� SFJHDIV. de 710 SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL 3278-JORDYN II GARAGE 8WING: RIGHT PAGE: FOUNDATION LAN 0 WH 30" MIN. EACH WAY FOOTING t Z STEEL REINFORCING IN GROUTED � _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < a. CELL SEE PLAN FOR SIZE AND IMONOLIHIC d SPACING REQUIREMENTS SPACING REQUIREMENTSLU ¢� LU ¢� � F ° to Z 8" CMU WALL O 8" CMU WALL _ CORNER BARS, SAME SIZE AS LARGER BAR I io g - Z IN FOUNDATION WITH 30" LEG EACH sl 0'-U' ° - �. WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I .., °I SO THAT THE STEEL REINF. IS CONTINUOUS r�.�..MATCH AMOUNT OF CONTINUOUS BARS SEE SLAB SCHEDULEARIESlBAR SIZE 48 BAR DIA. EXT. PORCH SLAB CHAMFER (1-STORY) SEE SLAB SCHEDULE TOP OF GARAGE LL CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE W/V2'ISLATION" CHAMFER (2-STORY) #3 18" (WHERE #4 24• V EXT. PORCH SLABI 4" CHAMFER (1-STORY)JOINT W/1/2'ISOLATION I . ' 6" CHAMFER (2-STORY) APPLICABLE) ZE SCHEDULE 00' ° JOINT (WHERE .. • • SEE SCHEDULE#�` WXD, BAR SIZE aWHEN APPLICABLE) z FOR WXD, BAR SIZE TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR QUANTITY 36 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42„ iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE: 3/4"=1'-0" L SCALE: 3/4"=,•-0" CORNER BARS DETAIL GARAGE 3 GARAGE DOOR SCALE: 3/4"=7'-0" � RECESS 50 Lu W 8n W = LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16tl COMMON tW71 0 NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CURB FOR --L� W 2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING MASONRY 7,0' ATIELEV T W I IL WALL W/ SYP No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ 0'�Y' S O NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'k9' WEDGE ANCHOR W/ 7 O 0- SECURED W/ 2- PART TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH 0- g EPDXY. MIN. EMBED PLATE EPDXY 5-1/2' EMBED. MIN. C 16" OC Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. Q O FOLLOW ALL MANF. _ SPECIFICATIONS FOR BTM AND TOP PLATE RECESS AROUND GARAGE 3 112" DIAMETER CONC. FILLED STEEL PIPE �Q I = m USE AND H � PREPARATION OF C7 •+ " 4" HOLE. W w COMMON NAILS FILL ALL COMMON� HOLES, DO NOT USE 10d W x 3" SEE SLAB SCHEDULE �� DOOR OPENING A Y SCALE: 3/4"=1'-0" METAL PLATE � Q BASE W/ lrZW' o O } /-616 ANCHOR BOLTS M QO TOP OF SLAB ° 4" CHAMFER (I -STORY) LAP TOP PLATE A MIN. OF 48" a zo], 6" CHAMFER (2-STORY) AND NAIL W/ 1 COMMON NAILS, 2-ROWS,, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN T-4" 0 A 4m EQ. EQ. SEE SCHEDULE 2x4 OR 26 WOOD BEARING PROVIDE BLOCKING FOR WXD, BAR SIZE WALL W/ SYP No 2 STUDS SEE AND BAR QUANTITY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY BOLLARD MONOLITHIC FOUNDATION NAIL 16"0/C STAGGERED 7 SCALE: 3/4"=1'-0' (W/ UPLIFT) 5 C 6 ADDITIONAL METAL SCALE:3/4"=1'-0 scALE:3a"=r-a' CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. E SLAB SCHEDULE +_ o'-a' TOP OF SLAB LAP TOP PLATE A MIN. OF 48" a AND NAIL W/ 16d COMMON \nNAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTEDLAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND VEQEE SPACING REQUIREMENTS _2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKINGWALLWlSYP NotSTUDSSEE SCHEDULE PLANS FOR SPACING. SINGLEBTM. SECURE ST. PLATE TO PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 0a WXD, BAR SIZE BAR QUANTITY 16" O/C STAGGERED. AONNE NARS � � INTERIOR CURB FOUNDATION WOOD WALL CONNECTORS NOT NOT 0. SCALE'. 3/4"=1'-0' (NO UPLIFT) UTAL PL0. QIFT IS PRESENED WHEN T. O /n 8" CMU WALL POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING - TOP OF SLAB .I, 1/2" DIA. SIMPSON STB2 BOLTS 5' +- SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB Z..�. Z — GROUTED CELL, 4" FROM ENDS AND <• "ISOLATED COLUMN PAD 16" O.C. VERTICALLY MAX ��• ° °�-n Eo allCENTERED UNDER WALL AND POURED MONOLITHICALLY WITH -- — - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE / FOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY /II.. 8"x8" MASONRY COLUMN W/ INTERIOR FRAME BRG WALL TO (2)#5'S ARE DESIGNED TO BE INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- CONTACT WITH PHE 9 FOOTING AND COL. PAD BLOCK WALL CONNECTION �� THEINSIIN INSIDE OFTHEINTERIOR THE INTERIOR scALE: 3/4"=,'-o" (NO UPLIFT ) 0 SCALE: 3/4"=1'-0' B EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 SCALE:34"=1'-0" DOWEL IN FOUNDATION. ❑ L 8©Lao DOUBLE FILLED CELL 12 SCALE: 3/4"=1'-0" A N C N I T E C T N GrZDesign LLB. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdeslgngroupxom AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813-886.2802 amm�e� SUBDIV. & IAT: - SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL.• 3276—JORDYN II GARAGE SWING: RIGHT PAGE: DETAI 150 MPH DpTV- 07/12/21 SCALE: A3 NOTED SHEET SIAA STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS MIN. 10" EAD W/+1" NOSE a o > 8" CMU WALL PAVERS #4 REBAR (TYR) m w N UJ TOP OF SLAB T .• TOP O 'P a SLAB SCHEDULE m � Z 1/2" RADIUS OR CHAMFER [SEE O O - Q - • LU \ N Q ML. SEE SCHEDULEFOR WXD, BAR SIZE AND BAR QUANTITY LA— w z 3 w > O 1°4 ° • a 4-...°a ° W ro EQ. EQ. SEE SCHEDULE k FOR AND, BAR SIZE AND BAR QUANTITY TRENCH FOOTING (,,EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL r � AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE: 1l2'=1'-O" `� SCALE: 3/4"=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 STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE ? SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, SECURE BT. PLATE TO SLAB W/ o- PROVIDE DBL. TOP PLATE 12'k5' WEDGE ANCHOR W/ 2" CMU 8" WALL WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. 16" m U SIMPSON SPH4 OR SPH6 OC MAX. m SEE SLAB SCHEDULE BTM AND TOP PLATE om ANCHORS W/ 10d x 1 112' 0, 0' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d TOP OF SLAB x TSEE SLAB SCHEDULE :TtLo TOP OF SLAB a° EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY SEE SCHEDULE FOR WXD, BAR SIZE INTERIOR FOUNDATION CMU WALL AND BAR QUANTITY 4 SCALE: 3/4"=1'-0' K-:"\INTERIOR FOUNDATION WOOD WALL 1 R C N I T R C T R Gro�uOFn. •41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77"078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613486-2628 FAX: 813-886-2802 svHDrv. ae I.oT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL• 3278-JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS 15 MP C b N 4 IF Y LL 2'-8" io 0 0 q N 74'-10" 20,$„ R n 33,-4„ n ao v N 4 N 0 O C� I� 14'-8" op 0 10'-0" 6'-6" � -1{11 1 N f 11 #5 BAR GROUTED CELL BENEATH WINDOWSILL 6„ v Y ,-4n L 10'-01, Y 4 L FIRST FLOOR DOWEL PLAN SCALE: 1/4"=1'-0" AoIIIlGrob= 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 w .abdeslgngrouP"om 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: 8134386-2802 avHDIV. Z LOT SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL.• 3278—JORDYN II GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 15VVH C 2 PRIW awTET 07/12/21 : SCALE: AS NOTED SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM IEVERTICALREBAR `; VARIES PER ELEV. TOHORIZONTAREBAR 1" HOOKROUTED rrT. BOND BEAM Z VARIES PER ELEV. � 3 3 �• a�a QRQ #5 BARS m 0 m B" I� 10"HOOK all ° - .._�• ° 0. __• 4, _��° •°��a ° 44 0 CLEAN OUT REQUIRED o z m �'-0'� Q0: FOR INSPECTION •o _ 00 m � 1 •f 0 0'-0" FIN. FLR. I • O I�; 1-a - $ •a ° TIE EREBAR • ° c TO HORIZONTAL o ■ ° REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. ° Z W 0 #3 1&1 CMI UNIT DIMENSIONS �'1 ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #6 36" #7 4z' HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD #3 18.. #4 24" #5 39, 1b 3 MASONRY SYMBOLS * SCALE 3/4"=1'-0" REINFORCING n 2 REINFORCING SCALE: „; 42„ SCALE: 3/4"=1'-0" A N C N I T E C T S GZOO 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdesigngroupxom AA #: 0003325 ING BY: N GROUP NG INC. Im T CENTER BLVD. 1004 RIDA 33634 88-2628586-2802 amem� BUHDIV. do M- SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL. 3278-JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS 15 MPH 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) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF VMNDOW, 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 RS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK D (2) 2X6 Q (2) 2X8 3Q (2)2X10 S' CMU WALL REF. PER PLAN CRICKET LINE S' X IW LINTEL OMITTED FOR CLARITY W/ (3) b ISAR DOUBLE 2XI2 P.T. LEDGER W/ S/4' DIA. J BOLT SEE SCHEDULE, i PRE-ENG. ROOF TRUSSES • 24' STAGGERED FROM OPPOSITE SIDE O.C. 1� —MIN. 5/0, TYPE FLOORING 'X' GYP BORAD pBL 2XI0 P.T. SYSTEM LEDGER W/ `BEE MRSTMIND. GARAGE SEE3/4'DIA IEBOLT FLOOR FRAMING SEE SCHEDULE, �'�) STAGGERED FROM OPPOSITE SIDE LINTEL SECTION A SGALE: 1/2' • I'-®' SEE TRUSS PLANS FOR EXACT SIZES 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 END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM.JjElj SIZE SPACING BB1 MASONRY 3000 Sx16 N/AGROUTED SOLID BB2 MASONRY 3000 8x8 N/AGROUTEDCB! CONCRETE 3000 8x24 (2) A #3 6"O.C. GROUTED SOLID 8F16-lT/0M/0 2 CH5 '> BRG 9'-4" BRG 10'-8" E SR16-1T/l WIB r-UNO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR TOP B1 (9 9'4" OF WALL, EL 94 LINO SIDES 7 8FIB-1T/IWOB ` r_ r 'G. 9'4" BF 3. 10'-8" BF BOT OF LINTEL @ V4" IT-O" MIN. LINTEL LENGTH FOR 1 V-8" OPENING 8F32-IT/l M/0B TOP OF WOOD WALL, EL. 9'4" m DBL STUD UNO, PROVIDE BB1 UNDER HEADER WHERE FLOOR 8 TRUSSES BEAR, TOP OF .1 DBL STUD WALL, EL. 10'-8", UNO UNDER HEADER 8 zlT LBW LBW 8 �0 TOP OF WOOD ,.8.r.u.oo�nco Iri WALL, EL. 9'4" _ FQB1 I LBW JTJItM F: — — — — BRG 17'-0" 7-2" 8 DBL STUD .1 UNDER FLOOR SYSTEM El 7 o BF30-1 T/1 M/OB m A TOP OF WOOD S2 WALL, EL. 9'4" r 0 CD ZZ _m BRG. 10'-8" J a CRICKET—"": BRG. 9'4" 0 8F32-1T/iM/OB Z:01 J O `b LINO, PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 9'-4", LINO 0 0 — 8F '30- mo 1T/1 M/OB ' BOTTOM OF LINTEL BRIG 9'4" 9'4" al`o BRG.10'-81, - - GR9 - 8F8-1T/OM/OB - ,.G--.,..R - 3 - 1 BR� BRG. 9'4x BB2 @ 9'4" 8F52-lT/OM/l B q 2 SIDES 8F36-1 T/OM/l B LIFT BEAM PLAN SCALE: 1/4"=1'-O" A E C E I T E C T E GrouSoLn 1441 K. KVIYNLU KCP1liNN *LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.abdesigrgroup.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 sulgDIV. de LOT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL' 3278—JORDYN II GARAGE OWING: RIGHT PAGE: FIRST LIFT BEAM PLAN (CAST-CRETE) 15rXPH JXP. C DA1'Ee 07/12/21 8CALE: AS NOTED 81-MET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-O' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. -E REINF. BAR(S), 3ROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS SCALE: aG��O 0. PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. P F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP B'k8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �c HEIGHT, 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6' '(p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM " •' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH BEAM CO IN BOND BEAM COURSE T/1�/cB NOMINAL��16-1 9 Q� HEIGHT # OF #5S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 M/013 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 M,98 INDICATES A LINTEL DOUBLE BOND BEAM ABOVE UNFILLED WINDOW PRE -CAST �'a 1" WINDOW z SILL SLOPE 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF W/(1)#5 BAR .1�; BONDBEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8z8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BARDT LENGTH OF BAR =WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR n 2 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS mF+ . TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION SCALE: 1 1/Z'=1'-0' SINGLE #5 CORNER — BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND, BEAM PROVIDE A5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=T-O" PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)13/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3DO MIN EMBEDMENT 1 114") 8" FROM EACH END AND 16, O.C. MAX. MIN 1-114" EMBEDMENT 2z6 (MIN 2 X 3) 2-3116 T, OR DRIVE PIN (MIN SW ZE.145 MIN HEAD SIZ EMBEDMENT 1 1/4' FROM EACH END AND O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN HI SIZE .300 MIN EMBEDM 1/4") 8" FROM EACH EN 18" O.C. MAX. MIN 1-114' EMBEDMENT ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=1'-0" WOOD SECTION FASTENERSPACING d. =2" MIN, 2 }" MAX e.=2}'MIN, 9"MAX M2K4 &=1}'MIN, 2}"MAX ed =t" MIN, 2 }" MAX 4 =2" MIN, 2 �' MAX % = 2 J'MIN, 9"MAX (2) s, =1 }" MIN, 2 }'MAX' ea =}" MIN, 2 }'MAX d. =Z' MIN, 2 �' MAX e, = 2 }' MIN, 9" MAX 02d &=1}"MIN, 24"MAX ed = }" 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 J' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: c6 = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW a = SPACING BETWEEN ROWS OF FASTENERS a = EDGE DISTANCE D DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE. N.T.S. A A C N !T E C T i 6 Gamsol n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W ww.abdesigngrou pxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813-08I" - FAX: 813$86-2802 SVHDIV. de L.O7 SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL: 3278—JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS 15 PH J PRINT DATE: 07 12 21 SCALE: AS NOTED SHEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" 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/A 2x6 BTM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3)4"x5 Y2") SYP. ABU46Z W/5/8" DIAx PT., WOOD POST 5" EXP. BOLT r--------- FIRE I DRAFT STOP — FL FLOOR _� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS III 3/4" PLYWOOD I DRAFT STOP �I PRE-ENG. FLR. JOISTS - I TI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 1� C'J U U W W W W U U U FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" A R C N I T E C T I GMDaolgn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigigroup.com l AA#: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 13EAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813286-2802 amNn 3 Stmmv. de LAT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL 3278—JORDYN II GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 1 PH A. DwTE+ 07/12/21 8CAL,E: AS NOTED SHEET s3 (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) (1) SIMPSON LGT2 GIRDER TIEDOWN WITH (1 6) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, 1_770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ „' 1 B 1" GIRDER CONNECTORS) SCALE: 3/4"=1'-0' 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/Z' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRL @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALLJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS }'x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k' x 5" TITEN HD TO CMU AND (18) SDS J" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) }'x S TITEN HD TO CMU AND (18) SDS t' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A _ 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 34"=1'-0" LSTA12 20 GAUGE W/ 10dx1/2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER 4TT4 W/ 5/8" A.B. WITH AIN. 7" EMBEDMENT 0 TO SLAB 8 (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/Z' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB Ilk,BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING e• 1r7 GYP. WL. BD. ° GIRDER/WOOD POST CONNECTIONS At 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=T-0' 6'-0" MAX (W/1X4) FOR 10'-0" MAX (W/2X4)* 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM, CHORD BRACING 6-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p A /+ INTERSECTION TYP. G BTM. CHORD BRACING V SCALE: 3/4"=T-0" r_,'�FLOOR TRUSS CONNECTION @ L.B.W. NOTE: BDALE: 3/4"="°" (NO UPLIFT) A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM 5' EDGE CENTRAL 22'MAX../ LEDGER TO TRUSS. U<1310 OPEN WEB TRUSS SPACING SPACING 8" T' T' 6" TT' 5" 5" 5" SEE SEE TYP. TVP. CHEDUL SCHEDULE SEE FRAMING PLAN 145 OUTER 113 OF SPAN ONLY BTM. - PLATE DEPTH 1/4•D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'0 SGL. STUD HOLE EDGE >518" HOLE DIAMETER <3/5•D DBL. STUD STUD NOTCHING o AND BORING LIMITS V SCALE: 1 1/2"=1'-0" 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"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 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" :HEDULE FOR -' —SEE LEDGER W EDGE 'IZE 51/2' SCHEDULE ABED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR - Z LEDGER SHOULD LAP A MIN OF4'-0'. 3. ALL BOLTS TO HAVE = Z WASHERS °D 4. EXP. BOLTS/J-BOLTS (2) 2X8 SHOULD NOT BE ANY SYP PT CLOSER THAN 6" O/C. 8- EDGE SPACING BD.) FRONT LEDGER (2)2X10 SYP PT REAR LEDGER z m g 2 FLOOR JOIST LEDGER SCHEDULE MARK 1BOLTSIZE jMN.B0DISTANMIcenpxspArANa A I DOUBLE 26 E I DOUBLE 200 1 (2) 3/4" 1 8" 22' O/C WOOD LEDGER DETAIL v SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2)"X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ Z' 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 @ EACH TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE: 3/4"=V-T 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 FI AND F2 FORCES. ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-0 A I C N I T I C T I 6 GLCL aDesoi n 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813886-2802 amnnn� 013DIV. & LOT: SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL• 3278-JORDYN II GARAGE 8VnNG: RIGHT PAGE: DETAILS 150 MPH EXP C FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL NAILS PROVIDE 2-TRUSS LAP EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° X 4 TAPCONS SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �,� FLOOR BRACING SCALE: 3/4"=1'-0" 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 "BUNGDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 1Od x 1 FLOOR TRUSS OR 1/2" HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4'=T-11' DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3' O.C. 1ST PLY INTO LEDGER AND STAGGE ED U PEROPLYY INTO 2x6 BELOW 8"CMU WALL REINF PER PLAN PER ELEVATION LL Z U= �Q5 U PER ELEVATION 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP 3 c�y T'T NI #8 WOOD SCREWS _ x2"O.C.; STAGGGERGERLONG STAGGERED OOFF CENTERLINE OFF 216; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS �19UF("' NAILING PATTERN V PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X10 LEDGER FRAMING PLAN) SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O C. 18T PLY FLOOR DECK 2x4 CONT. W/ (4) t6d NAILS INTO LEDGER AND 1Od 0 3" O.C. #8 WOOD SCREWS NOTE: TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG 0 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. #8 WOOD SCREWS x 2" BELOW STAGGERED OFF TOENAIL INTO TRUSS W/ (4) 16d NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) LONG 3" O.C.; NI CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE @ 46' O.C. w/ (5) 12d 1'IN MIN. FROM 2ND. FLR. FLOOR DECK STAGGERED E AS SHOWN = D.L. 2X8 LEDGER NAILS 0 EA. END LINE 2X6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX 0 BT. OF FLOOR TRUSS2X6 IS FOR WALL TO CMU W/ 1/2' EXP. BOLT e" CMU WALL REINF PER PLAN AT 16' O.C. AND T'FROM // INTO BLOCKING SHEATHING SHEATHING NAILER) 8" CMU WALL AT 16' O.C. AND 6' FROM NI END W/ MIN 5-12" EMBED. 16tl NAILS 0 8" O.C. MAX REINF PER PLAN END W/ MIN 5-12" EMBED. PER ELEVATION FLOOR DECKPER ELEVATION PER ELEVATION iX2 FIRE -STOP FLOOR DECK LL ; 0 PER ELEVATION z NAILING PATTERN;� 0°0 NAILING PATTERN IZ �Q12W O ®®®UU PER ELEVATION m=� PER ELEVATION PER ELEVATION a 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24" M FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD FLOOR TRUSSES PER ELEVATION 24" M PRE-ENGINEERED WOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD (SEE FRAMING PLAN) 2x4 P.T. CEILING FLOOR TRUSSES (SEE MASONRY NAILS @,2 D.0 FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ NAILER W/ FRAMING PLAN) MASONRY NAILS REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED. EVERY TRUSS (VERIFY @ 12' O C. 1X2 FIRE -STOP - LEDGER INSTALLED TOO LOW SIMPSON HETA-16 0 W/TRUSS PLAN) X2FIRE-STOP SECTION DETAIL AT TRUSSES PARALLEL (VERIFY W/ TRUSS SECTION DETAIL PLAN) AT TRUSSES PARALLEL TO EXTERIOR WALL AT PARALLEL PERPENDICULAR 5 TO EXTERIOR WALL 6CALE:3/4"=,'-0' PRE-ENG FLOOR TRUSSES 4 6 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE-ENG'D WOOD SEE SCHED. BELOWW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O CMAX NOT SHOWN FOR CLARITY) 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR LOCATION ISTRAPPING ,STRAPPING FY PRE-ENGF ROOBOARD SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE OTRUSS R 1/2' HIGH 5/8" GYPSUM W/ 1/2" 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 3Z'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 WO C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC- POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BID., o AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS PLATE TO SLAB WI SECURE ST.WEDGE CONS. 2x4 SECURED (2) EACH FILL ALL HOLES, 00 NOT USE 10d 3' WASH WEDGE ANCHOR W/N WASHER SET IN HIGH STRENGTH TRUSSNNOOD POST CONNECTIONS LE 19- " TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. x EPDXY 5-12" EMBED- MIN. @ 16' 1 O8 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ TRUSS TO POST CONNECTION ° A- SIMPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. • ! B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4665 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECT10N SCALE: 314"=T-0" A3B - SIMPSON ABU44Z POST BASE <U:1,900 GSA60 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G10,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U.4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. A N C N IT E C T E Design GM SO 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 / pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813588-2828 FAX 813b88-2802 anmen� 9UHDIV. de L.OT: SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL• 3278—JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS IL 150 MPH E . C 49'-0" 2'-0" 3' 2" 1016" T-2" 12'_2" 6'4" 11'6" 4 (1)#5 REBAR .1 GROUTED CELL BENEATH WINDOW SILL O (ni y:j J X U� 10'63/4"J+0 W U TOP OF DECK "'T i� OPEN �� I x � \ IF (1) #5 REBAR GROUTED CELL BENEATH WINDOW SILL (1) #5 REBAR GROUTED CELL BENEATH WINDOW SILL 3'_4" 6'_4" 4'-8" T-2" '_2' 2'-8" 6' 4" 7-8" 15' 1" 2'-3" '4" 49'-0" SECOND FLOOR DECK PLAN SCALE: 1/4"=1'-0" A R C N I T R C T GrouS Lam. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 A 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 STTSDIV. dt LOT0114 SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL.• 3278—JORDYN II GARAGE DWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 150 MPH W. C DwTE 07/12/21 BCALJC: AS NOTED SHEET S4 • 47 A" 43--6" 38'-6" 33'-6" 29'-B" 23'-11" 18'-2" 14'-S' 11'-2" (1)#5 REBAR GROUTED CELL BENEATH WINDOWSILL R in O Uz J = fV Lu U N Wo 4 N � q 1 B'-4" Y 15'-5" 10'-1" 6'-0" N m "v tV (1) #5 REBAR Y GROUTED CELL o BENEATH WINDOWSILL El IF4 3'A" 6'-6" °4 101-91 14'-0" 17'-10" (1) #5 REBAR GROUTED CELL 4 '? BENEATH WINDOWSILL 2,-4„ 5'-10" 9-_4„ SECOND FLOOR DOWEL PLAN SCALE: 1/4"=1'-0" ♦ DEN I T F E T N GrZ inn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdesigngroupxom AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.6-2628 FAX: 813-886-2802 musDIN. QC L.OT SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL: 3278-JORDYN II GARAGE SAYING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 15 PH . C nw1'E� 07/12/21 SCALE: AS NOTED SHEET s4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'j. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE DESCRIPTION REMARK D (2) 2X6 2Q (2) 2X8 3O (2) 2X10 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 END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 1 8x16 (1)#5 (1)#6 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 7'-0" A N C N I T E C T 3 Grouso 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2626 FAX: 813b86.2802 Z V13DIV. do LOT SILVERADO LOT #17 BLK #10 PROJECT* 03719.001-17101 MODEL 3278—JORDYN II GARAGE SUING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CR E) %15 PH DATE". 07/12/21 SCALE: AS NOTED SHEET S5 2021 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-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. S. 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 PSS36, .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 0'4', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2, COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF BELOW I I I I DIAGONALS FOR BOTTOM CHORDBRACING 0 20'-0" O.C. MAX (TYP.) 1B 1A 1A III 1 a i 1 I EJ5R I I EJ5R _ 1A II a I M I 1A I I CJ3- q I I CJin I I I � I yes I I I ROOF BELOW ------------------ ROOF FRAMING PLAN SCALE: 1 /4" = V-0" A R C N I T E C T• GrZOL 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupsom AA B: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134186-2628 FAX: 813-886.2802 BVHDIV. de LOT,: SILVERADO LOT #17 BLK 10 PROJECT# 03719.001-17101 MODEL. 3278—JORDYN II GARAGE 8WI140: RIGHT PAGE: ROOF FRAMING PLAN & NOTES 150 PH Fjq. C JU DATE 07/12/21 SCALM: AS NOTED SHEET 1._J 6 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' 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 @ 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 RINGSHANK, 212" 0.131 F1667 SCREW SHANK 170.000 RING (16-20RINGS RSRS-03 8d RINGSHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING Z F USE 12" CDX OR 7/16' O.S.B. PLY WITH SO RING SHANK GUN NAILS AT 4" o o_ O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 j BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT So 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 ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: tOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES N J w TYP. EXT. SHEATHING ATTACHMENT Zw Z 7 �O ZYZ ¢U t=n O Z� B - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 1 , #8 7' DECK SCREWS @ 6.4- O.C. MAX @ EQGES & 12" O.C. M 4x 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 d ROOF WIND DESIGN PRESSURES NEr (GROSS) ASCE Tte ZONE1=dd.e OPE3=d10 o-E20M1£3e=83.2 ZCNE-3.2 20NE3r=96.7 'ONE ON2- 2 AE NOZONE DISTANCE eASIWNOGED1wPH RISK G.TAGORY.n PRESSUR EINTEDEFFIN4 P r..1-B.t6 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER —1—ION SIZE TYPE SPACING REMARKS APPLICATION SIZE 11E SPACING 1x2PTFURRINGTO MASONRY I OUNC. CA9EHAROENEDOGIL NA LI III LONG. 3- GARAGE DOOR BUCK TO MASONRYICONC. 111. NO WASHER TAFGON MA9CNRY FASTENER S, OL I III EMBED., II END 11TTEDGEDIET. SGOAL.EE NOTE6 tx PT. SEE NOTE6 CARE -HARDENED CqL LONG. a"OTC STAGGERED IIINOOW/DOORI FAeTENED INTO MA&ONRYT/JNC. GARAGE DOOR BACK TO MASDNMx:ONC. &0" wA OR IY wA WWASHER EXPANSION BOLT 18"O/C 13/B'gAl 21-..(1/7 pA) d"EMBED., 1"END qsT.. 3"ECGEq WNDow ax« HARDENED oqL 9'orc ooMADOow FA6TENED 6TRAP ro CONTACT THIS ENGINEER FOR SPACING PT SEE eEE Norefi Nnal la-LONO. STAGGERED nro MA90NRYIPoNc. REQUIREMENTS E%T. 6WING DOOR BUCK h PT, SEE NOTE6 (213N6'gA NO WASHER TAPOCN' F NER 10„ 11R'EMBED, 9' ENO. wST.,1 III EDGE DIST. ON9EMING YIJC9 ALL TO CONC. SIPS 1(Y" E%PPNSION d"EMBED. d"END W1 WASHER 2i O,C wsT., 3' ECGE qST. 2x PT WINDOW BUCK 3B° — 21IB" R' OIC d" END. DIST.,1 1? PT T09TEEL COL., 6EE B1yy1y RHER STAGGERED EDGE qST. NOTE6 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 HILT] 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE S1ZE SHALL BE 311 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDEfi%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FIS = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND ABC SPECIFICATIONS PROVIDESSEAMS LAPPED 81NCHE AND SEALED WITH ADHESIVE TAPE. . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVETR NT', DISODIUM TREATMENT E ALL W ON THE DRAWINGS ARE I DETAILS AND SECTIONS SHOW INTENDED TO BE TYPICAL AND FORM WORK: CORROBORATE (DOT). F C OBORATE TETRAHEDRAL (DO) WOOD OR STRUCTURAL USE THAT SHALL BE TREATED FOR ANV 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 EXCLUSIONS FROM THESE PLANS: MINIMUM I P B 7th EDITION. SEE NAILING NAILING PER F CR 2020, E SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH: TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al O54/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-G- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, 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 SCSI LATEST EDITION" ROOF' LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED P REVIEW. WOOD TRUSSES. 20 psf TOP CHORD-nonconcunent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD non -concurrent #5 BAR - 30" #7 BAR - 42" DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 P sf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESTS WIUPLIFT: T ND 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE'. 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IWFILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: 4OPsf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 6" A -PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING. MIXING, 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 FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-1/T FOR 105 AND SMALLER 2'FOR 00 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4° FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDE 36",, 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF HE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS NGSFOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frD = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE. DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT 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 PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/B' COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. A R C H I T E C T S 6 GrousL. on 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078, www.abde•igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813,886,2802 amnmi� $tIHDIV. CC I+OT SILVERADO LOT #17 BLK #10 PROJEOT# 03719.001-17101 MODE1. 3278—JORDYN II GARAGE $WINO: RIGHT PAGE: DETAILS 150-C 150 MPH EXP. C • BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI FASCIA WOOD OTHER [BY BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH (Z)STAPLESINSTALLED 2-1/4" EMB. FASCIA @ 16" O.C. MAX THRU SOFFITAND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL x O STAPLES SOFFITO HEM AND IN VALLEYS , THRU SOFF TAT NAIL I �, HEM AND IN VALLEYS STAPLESINSTALLED @-' 12" O.C. MAX (INTO ® FASCIA J-CHANNEL( O7 OOD) IN J-CHANNEL FASCIA 70 STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J' Mom' nFTAn In J-CHANNEL FASCIA 2X2 WOOD BATTEN @ STAPLESINSTALLED 7D THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. L—J�1--SOFFIT 1D J-CHANNELO3 O STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q J-CHANNEL }" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'--. la—SPAN'LL--� SEEDETAIL'A'f SOFFITS f-1 SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D'-" SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END NELO3 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ Q S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) CONCRETE/CMU OR WOOD (NOTE 1) ® J-CHANNEL-,/' J" MAX: DETAIL C J-CHANNEL 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) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BULLING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. m >{>{ 3 i• •• 13.519 i• >>#>7;i• .375 .375 4 3.625 3.625 3.6 5 08 .03 1�OA 2 �V DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 Grou1Ln. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom L AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86.2628 FAX: 8135 2SO2 00 SUDDIv. Z LOT SILVERADO LOT #17 BLK #10 PROJECT# 03719.001-17101 MODEL: 3278—JORDYN II GARAGE SWING: RIGHT PACE: SOFFIT DETAILS V.150ZKPH E . C JU DATE 07/12/21 SCALE: AS NOTED SHEET SD1 w 1 4