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w 3278-JORDYN 11 411 -0 12602 TEL_EC�C>M [DRIVE, TAMPA, FL_ 33637 STATE OF FLORIDA DESIGN CRITERIA: — CERTIFIED BUILDING CONTRACTOR: FU)MA BUHDM CODE. F=91471#14 7TH EDMON (2M) 91 IWAL AND STATE CODES 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 LJABILJTY 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. IAB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE :OCCUPANCY CONSTRUCTION TYPE -MIN. INTERIOR FINISH BASIC WIND SPEED - EXPOSURE :I —STORY RESIDENCE 2—STORY RESIDENCE — RESIDENTIAL, GROUP R3 — VB — CIASS B — Vult=150 MPH Vasd=116 MPH C — 1W. HEIGHT AS PER LOCAL AND STATE CODES . CAW. SQ.FT. CALCS IST FLOOR LIVIW3 I)&Is SO. FT. 2ND FLOOR LIVIWA 1,&ro 60. FT. TOTAL LIvIWA 3,21& $0. FT. GARAGE 100 80. FT, ENTRY (ELEV H) 112 50. FT. COVERED LANAI 140 50. FT. TOTAL 4,156 60. FT. Tftl: (813) 740-9720 Fax: (813) 740-9715 tiN A"�' ir"r "A � -7 fwry n�-Z�E ABBREVIATIONS REVISIONS INDEX OF DRAWINGS A ABOVE LAN, LAVATORY DATE DESCRIPTION A A AIR CONDITIONING ADJUSTA13LF LUM. Mc. LUMNOUS MEDICINE CABINET 06-03-19 UPDATED PLANS TO INCLUDE I —JOISTS ARCHITECTURAL SHEET # DESCRIPTION ALT. AMP ALTERNATE AMPERA E MFR MFIL MANUFACTURER MINIMUM 07-20-19 ADDED STONE CAP TO =YATIONS __P_G_C_1_—_C_MR SHEET 07-29-19 ADDED COMPONENT AND CLADDING TO SHEET Al BD BOARD MT. METAL THRESHOLD PG GN—GENERAL NOTES CL CAB. CENTER LINE C BINET MTR MTL. MOUNTED METAL PG AI —FIRST FLOOR PUN 10-17-19 UPDATED LED LIGHTS PER D.R. HORTON C , C R. CONC. CPT CEILING CLEAR C CRETE C ET NT S D.C. PL RE NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PG A2—SECOND FLOOR PLAN PG A3H—FRONT & REAR ELEVATION "H" PG A411—LEFT & RIGHT ELEVATION "H" 12-16-19 ADDED SUIPSON CONNECTORS LLO. USP 12-30-10, ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 06/15/20 UPDATED NEW FLOOR PLAN LAYOUT PER D.R. HORTON C T. 5. CERAM TILE DRYER PFL PL PHONE PLATE PG EI—FIRST FLOOR ELECTRICAL PLAN 06/10/20 SENT FLOOR PLANS AND ELEVATIONS TO D.R. HORTON FOR APPROVAL DBL, DOUBLE PLYWD PLYWOOD PG El I —ELECTRICAL RISER, CALCULATIONS DG, DIA. DIM. DIS OF. DIL DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR PRI PT R. RAD. PLAG REF. PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR * PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLANS PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN 00/25/20 PLANS HAVE HEW UPDATED W/ CORRECT TRUSS PACYAGE (150—C) Oa/26/20 SENT TO ENGWEER FOR APPROVAL 07/10/20 MADE REDLINES CORRECTIONS FROM ENGINEER 07/14/20 CHANGED ROOM NAMES PER D.R. BOSTON D& D D.W DOWNSPOUT DETAIL DISHWASHER RM. RO. S C, ROOM ROUGH OPENING SOLID CORE EXT DR PG DI—DETAIIS PG D2—DETAILS 02/17/21 UPDATED PLANS PER EU AT DR HORTON EA, ELE EQ EACH ELEVATION EQUAL SD. S'n SHT. SMOKE DETECTOR SINGLE HUNG SHEET PG D3—DETAILS PG D4—PRODUCT APPROVAL USTING 02/17/21 REPATHED XBM FOR THE X020 FBC EXH. EXHAUST SHTHG. SHEATHING PG WAI —WALL ASSEMBLY DETAILS EXT. F:O,IFX, F 0 EXTERIOR I= GLASS FUEL GAS SHWp Sim SL SHOWER SIMILAR SLIDING PG WA2 —WALL ASSEMBLY DETAILS PG WA3—WAIL ASSEMBLY DETAILS F F F UOR, FINISH FLOOR FLUORESCENT SL. rL. STD. SWS SLIDINGOLA S S ARD S R WALL PG WA4—WAIL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS F DR. PLO FRENCH DOOR FOOTING T SECTION TEMPERFDGIASS PG WA6—WALL ASSEMBLY DETAILS GA. GAUGE THK THICK GAR DIST. GARBAGE DISPOSAL T.O.C, TOP OF CURB GRL GROUND FAULT CIRCUIT TO R TOP OF PLATE STRUCTURAL SHEET # DESCRIPTION OL INTERRUPTER GLASS T US. TYP T OF SLAB TYPICAL GYP BD GYPSUM BOARD U�NO. UNLESS NOTED H.B. H.C, HOSE BIG HOLLOW CORE V.P. OTHERWISE VAPORPROOF PG SI—FOUNDATION PLAN HDR, HEADER W WASHER PG SIAA—DETAILS GO . OR ITT INSUL INT HEIGHT INSULATION INTERIOR W/ AD WOW WITH WOOD WINDOW PG SIAB—DETAILS PG SI.2—FIRST FLOOR DOWEL PLAN WiH W.I WATER HEATER OUr WR 'HTIRON PG SI.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN PG S2.IA—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN PG SS SECOND FLOOR ROOF FRAMING PLAN PG SNI—DETAELS I PG SD1—SOFFIT DETAILS k R C N I T I C T 8-1 6 GMSOa M 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#:0003325 F, DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543e BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAk Si3-886-21302 BtYBDM 4k LOT* SILVERADO LOT#2 BLK#10 PROJECT# 1 03719.001-02101 MODEL. 3278-JORDYN II GARAGE SWINO: LEFT PAGE: COVER SHEET 150 MPH E C 3 1 r_pR' D,-Xr 8/17/21 8CALZ: AS NOTED 9 ET c 1 0) GENEM NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH 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) UNIO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WNDOWS AND DOORS SHALL BE PROTECTED AGAINST VIANDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WTH 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 WTH 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 ANDIOR FABRICATION OF THE WORK. 8rrE 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 DRAWNGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWNGS 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/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. & ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GWGES AND CARPOFM 1. GARAGE DOOR A. ENGINEERED FOR MIN. WND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5,1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30242: 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 I DUCT 130ARD OR OTHER APPROVED MATERIAL AND SHALL RAVE 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 18 -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. q 8. EXCAVATIONS TO BE A MINIMUM OF T- G'BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WTH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. It SWIMMING POOL, DECK, SPA, AND ASSOCIATED WDRK 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 NTH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES! TIMBER 1 . ALL WOODS AND WOOD C014STRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1, NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24AND THE MINIMUM AREA SHALL BE 8 FT . SQ� PLUMBING I . 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) NTH F1960 FITTINGS. 3 ' CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WTH %' 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 WTH 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 MEN POSSIBLE. 10, DRILLING & NOTCHING OF MOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EKTERIOR WALL COVERIINGS 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 WTH 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 FINSHES I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ys'THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND NTH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112* THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 8b, ASTM-CIO63-19a & ASTM-Cl 787. 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 RESWANT CONSTRUCMN 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. EVEROR CEIUNGS I . 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 NTH I 1/4'TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1 . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WTHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A It C N I T I C T & 6 aDesolgri Group ut, t4l N. RONALD REAGAN SLY LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-774-4078 �.abdesigngroupxom AA #: 0003325 r DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134UN;-2628 FAX: 813-8864802 "I I"BUIBIDIV. ac MMN SILVERADO LOT#2 BLK#10 Plt0jmcT# 03719.001-02101 MODEra 3278-JORDYN II 0ARAGE 8WING; LEFT PAGE: GENERAL NOTES V..150 MPH EV, Q WALL THE CLEAR SPACE BETWEEN THE HANDRAIL ANC THE WALL $HALL BE 2-1/4 HANDRAIL * 36 (2) LAYERS OF: 3/4'PLYWOO OR (2) LAYERS Or 3/4'SUB FLOOR MATERIAL RIPS FOR SOLID NAILING. OEO TRZAD6 TO eTptlwziq WKW 10 3' SCREW& - EA 6TRINGSER LINTWMADED SHAW, TO EXTEND BEYOND TWICICNESS OF GUIS-FLOOR SWATHING, (A NOTE, WANDRAILS SHALL 14AVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER Or I 1/44 21 OR A NONCIRCULAR CROGS SECTION WITH A PERIMETER DIMENSION Or AT LEAST 4' BUT NOT MORE T14AN & 1/4' AND A LARGEST CROSS, SECTION DIMENSION NOT EXCEEDING3 2 1/4'. EDGES SHALL 14AVE A MINIMUM RADIUS OF 1/8'. :A HANDRAIL SECTION �) SCALE: NTS NOTE: -2-& LOUIv. DOOR W1 AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MMI) IN THICKNESS, SOLID OR HONEYCOM5-CORlE STEEL DOORS NOT LESS THAN 1 3/0' (35 MM) THICK OR 20-MINUTE FIRIE-RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RIESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2 '(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMIS SHALL BE SEPARATED FROM ALL HABITABLE ROOM$ BY NOT LESS THAN V(15.ftm) TYPE X GYPSIUM 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. F5CIR 2020 (ITH ED.) 302.1 1/4' T40 SUB PLOOR GLUED A SCAEWED PER FASTENER SCHEDULE V-8 3/4' 2140 FIN. FLIR. — FLOORING. SYSTEM (SEE FIRST FLOOR FRAMING; PLAN) 2X HEADER OVER DOOR i V-4' BRIG. W.T. 2.9 DOOR AT STORAdE UNDER STAIRS NOTE. STAIRS Plaw" TO Clawow TO F8= ITH EOITICN 2020 MK TREAD-10' MAX RISER-1 3/4' W*' MAX VARIATION IN 00SERS(MADS ADJAC&NT TO EACH CTHER US' MAX, VARIATICN IN ANY RISER/rREAD HANDRAIL CIRO, Aft OW0S GECTION C)[A. TO BE I JV4' --V4' Ple"DE SmIVAILENT GRASPABILITY UNDER&- MIN. 6- WIDE - NARIWW END MIN. IP UDT14 -121 PIWM NARAW END 314'MK HANDRAIL W.T. 0'-0' FIN. FLR. U',,`�STAIR SECTION SCALE: 1/2' - V-V ROOF r- - - - - - - - - - - - - - - - - - - - - - QL-W - - - - - - - - - - - - - AW _n. Z ! ro 11-wo I i� 84 i4 �,T SECOND FLOOR PLAN_ SCALE: I/4'.V-V A R C N I T E C T I 6 Pesl n ou GaSOEC.- "I N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#:0003325 DRAFTING By: A.B. DESIGN GROUP DRAFrING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MO-2628 FAX: 813-1386-2802 A .r--u N MAIIIII 0131 0 1 rstmDtv. & L,0,7!� SILVERADO LOT#2 BLK#10 PROJECT# 03719.001-02101 MODEZA 3278-JORDYN 11 GAJtAGZ 8WINCII: LEFT PAGE: SECOND FLOOR PLAN t,150 AH Ev�cj ]DATE: 8/17/21 SCIUX: M NOTED 8HEET 4% A 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 PORTION OF ATTIC .5X 1232.64 - 616.32 SQ. IN. OFF RIDGE VENTILATION AREA = 1155Q. IN. PER VENT 616.32 /115 TOTAL#OF VENTS REQUIRED = 5.3593 OTAL#OF VENTS PROVIDED = 6 SQ. INPER SOFFIT VENTI LATION AREA = 11.736 LINEA LINEAL FOOT = 616.32 /11.736 TOTAL UNEALFTOF SOFFITVENTING REQUIRED = 52.5153 LINEALFTOF 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OV ERHAN6 ( EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) PRE-ENG ROOF TRUSSES BOX OUT BEAM W/ 1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER 1/16' 0S8 SHEATHING 6' WIDE STUCCO - BAND - TYP. 12' SO. CM COLUMN W/ VS' STUCCO FINISH S' WIDE STUCCO BAND - TYP. Ga < a <a /\ ONC TPORCH // // E A\\� SEE FOUNDATION J FOR FT& SIZE DETAIL A t 1, fl-51. INDOW .1 1/2' DETAIL B SCALE: V- I'-0' CDETAIL SCALE: I'• I'-0' HURRICANE STRAP. SEE FRAMING PLAN r S'-4' BRIG. HT. W-V TA.C. 19'-4 B�' - 5' WIDE RAISED STUCCO BAND «I' PROJECTION (TYP-) 10'-8 3/4'_ 2ND FLR HT $ 9-_4, 5' WIDE RAISED STUCCO BAND •1 PROJECTION (TYP.) 8' X 8' GARAGE PRE -CAST DOOR LINTEL alp TYP. I' I� 5' d' DETAIL D SCALE: I'• I' 0'-0' FIN. FLR ;t r I 'LR SHINGLE ROOF TEXTURED FINISH CRICKET ICI ICI IS -I ICIMIN-1 ICI ICI ICI ICI ICII-I 0'-4' 8---- El El 10'-S 3/4' 2N5 FLR. HT.I ao— Br ---- I'.0' - F1 9 CA TEXTURED ----_FINISH- - FIN FLR�_—_ TEXTURED FINISH ICI ICI ICI ICI ICI ICI ICI ICI ill --- " 1�11 ICI ICI ==__ FRONT ELEVATION-H TEXTURED FINISH �T OFF RIDGE VENT STONE -/ FOAM VENEER CAP A R C N I T E C T• nrS�tl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeal@igmup.wm AA #: 0003325. J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 _ 0 PH: 813-086-2628 FAX: 813-886-2802 5' WIDE RAISED STUCCO rld BAND «I' PROJECTION (TYP.) TEXTURED FINISH 5' WIDE RAISED STUCCO BAND W PROJECTION (TYP-) 12' SGL CM BLOCK COLUMN (T.O.0 • W-89 (TYP.) ? TEXTURED FINISH —"t3 -------- — - — - — - — — - — - — - --- L� REAR ELEVATION-H TEXTURED ❑ FINISH `0 J REAR ELEVATION-H TEXTURED ❑ FINISH `0 J Iiiiiiiiiii 01111111111 SUHDIV. de LOT: SILVERADO LOT#2 BLK 10 PROJECT* 03719.001- 02101 MODEL 3278-JORDYN II GARAGE SKIING: LEFT PAGE: FRONT & REAR ELEV. H 150 MPH E C 12 PRINT 8/17 21 DATE: / SCALE: AS NOTED SHEET A3H A E C N I T E C T E ly/ OFF RIDGE T 5 5 HT f IF] TEXTURED TEXTURED I2 FINISH FINISH jF7 —�{- 51 41 13 TEXTURED i cn i uiccv i0 FINISH FINISH v a STONE VENEER RIGHT ELEVATION-H (TF=XTUREP FINISH) 9'-4' B— - — - — - — - — - — - TEXTURED v FINISH 2ND FLR. HT. 9- 4- BRG�.THTH - TEXTURED FINISH ®'-8 3/4' ---- 2'-- ND FLR. T. HT�- B�. . o'-o' -- F—�N FLR -m• TEXTURED FINISH OFF RIDGE VENT VAT 5 ----------------- FOAM TEXTURED CAP FINISH v O.-m'A FIB- —' - --- - -- —' -- -- — - — - —' — - -- -- -- —' —' -- — - — - -- -- -- N. LEFT ELEVATION-H STONE VENEER (TEXTURED w.—W,M sdiau PH: 407-7746078 FAX: 407-774-4078 www.abdwigngroup.00m AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SM2628 FAX: 813SSS-2802 enenm± BUBDIV. Se LOT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001— 02101 MODEL• 3278-JORDYN II GARAGE 8TIING: LEFT PAGE: LEFT & RIGHT ELEV. H 150 MPH DR. C DwW 8/17/21 SCALE: AS NOTED 8HEET A4H ELECTRICAL LEGEND SYM. DESCRIPTION -0- STANDARD SWITCH -4 -WAY SWITCH .4 4-WAY SWITCH 4 DIMMER SWITCH HE PUSH BUTTON ISGONNECT T HERMOSTAT INGLE RECEPTACLE (125v/R0-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10v DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10v DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 49- XTERIOR WATERPROOF/CFI RECEPTACLE (GROUND FAULT TERUPTER) 110V GUADPLEX RECEPTACLE ® I0V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE CONNECTOR) -0DEDICATED RECEPTACLE L MOUNTED LIGHT FILING MOUNTED LIGHT PENDANT LIGHT LOOD LIGHT ALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SQ. FT.) �8 3 BULB LIGHT FIXTURE mon 4 BULB LIGHT FIXTURE BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN LINDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) m I'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 2'x4- FLUORESCENT LIGHT (RECESSED) . x O RECESS LIGHT • RECESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX FOR OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) t (FIELD VERIFY I-Q -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0VENT FAN (I CPM PER SR FT.) PHONE JACK 1-0 SMOKE DETECTOR (WALL MOUNTED) 0 SMOKE DETECTOR (CEILING MOUNTED) ® / DE DE ECTOR C I I MOUNT ) CHIMES ® GARAGE O R TV TV JACK •'-c SB PORT • LOCATION OF TV JACKS, 4 PHONE OUTLETS 1 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. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROV1810N6 OF SECTION M150T3 FBGR lth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERRIPTER 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). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION !RESIDENTIAL ENERGY EFFICIENCY) 2020- Ith EDITION R404.1 --� 1 --------------- I I COVERED LANAI CASUAL DININ G FORPRE-WIREOPT. DINNI (L) I I FF � �C CLG FAN FIXTURE /— OND i _ UP \\\ LED LIGHTING db% % C SINGLE LAV.BATH 2 DDRM 2 - PRE -WIRE FOR L GREAT // JUNCTION 1 I �'�� BOX UNDER B CLG FAN �\ COUNTER � I I � PRE -WIRE I FOR D.W. I I I 1 N �i \ /I 1 "'oE CLG FAN (�j I \ / T' I I SO 1\ I r�I 1 1 \, OPT. I I — I CAFE II FIXTURE ILi lk BATH \\ �� LED LIGHTING L--- ��i ' '//��---°PT' C SINGLE LAV. POIWERR`1 vP -- -- / POWDER T•,L Ui cO wr O GFI44'AF./ o / CHIMES / FLEX CFI• / \ GFI• \\ 44'AFF.�/ 44'AFF. � FOYER ROOM \ I ATTIC ACCESS W/ `\ SW II ITCH LIGHT II \� L^(� ' PRE-URE Fm ; i CLG FAN I / \ L / I 44'AFF. \ / \SD/CO SD \\ / GARAGE / GFI CLG. 8 OUTLETED — — \ WPI 40:CIFI P.5.FOR 1 CHIMES \ 8GFI CLG. I \ OUTLET — 1 rc o \ w \ \ ENTRY �Lu `\ \ El -- - - - - - OUTLET FOR I \ IRRIGATION TIMER _—_ PRE -WIRE FOR COACH / LIGHT PRE -WIRE -------------- PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-m' ELEC. FOR HOOD/ MICRO ABV. SEP IRCIII ITECT3 6 Grou0LL. 41 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeaigngroupxom AA N: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-SW2802 lo SUDDIV. de LOT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEL: 3278—JORDYN II GARAGE SWING: LEFT PAGE: 1ST FLOOR ELECTRICAL PLAN 150 MPH A. C L�21 PRINT DATE: I I 8 17 21 SCALE: AS NOTED SHEET E1 1 4 PROVIDE 3 2/0 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 s4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS COMBINATION SERVICE DISCONNECT 100 AMP 120/240 VOLT I PHASE SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M THE F'BCR 1TH EDITION (2020). LOCAL CODES, AND SWITCH AND ELECTRIC MLO PANEL ALL LOCAL POWER COMPANY REQUIREMENTS. METER IN NEMA B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN 200A/2 3R ENCLOSURE UNLESS NOTED OTHERWISE. MCB TELEPHONE CABLE SERVICE TELEVISION ENTRANCE I SERVICE POWER COMPANY EQUIPMENT ENTRANCE TRANSFORMER EQUIPMENT INTERSYSTEM BONDING TERMINAL AT GRADE C LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PHASE 1 04 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE R/C COPPER (CU) IN 2" DIA SCHEDULE 80 PVC ENCASED F'OOTER STEEL PER CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE SO PVC CONDUIT UNLESS FBGR 1TH EDITION (2020) SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/8" DIA X 8 FT LONG COPPER COMPANY PRIOR TO BID. GLAD GROUND ROD A N C N I T E C T S 6 GrouOL. 2441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813$86-2802 sulgDly. a L.OT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEL.• 3278-JORDYN II GARAGE NWING: LEFT PAGE: ELECTRICAL RISER, CALCULATIONS 150 MPH E C 01 DACE 8/17/21 NCA -9: AS NOTED a*=ET E1.1 ELECTRICAL LEGEND SYM. DESCRIPTION -I- STANDARD SWITCH -d}" -WAY SWITCH �. -WAY SWITCH IMMER SWITCH .10 BUTTON HERMOSTAT NGLE RECEPTACLE (125v/20-AMP NGLE POLE) mISCONNECT 0V DUPLEX RECEPTACLE 0V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERIIPTERtTAMPER RESISTANT TYPE) =oNRED 0V DUPLEX OUTLET (HALF OF OUTLET TO SWITCH) 45- XTERIOR WATERPROONGFI CEPTACLE(GROUND FAULT NTERIPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20v RECEPTACLE (4 WIRE ECTOR) -Q EDIGATED RECEPTACLE I-O JALL MOUNTED LIGHT FILING MOUNTED LIGHT ENDANT LIGHT LOOD LIGHT LL SCONCE PRE -WIRE NT FAN WITH LIGHT (I CFM PER 80. FT.) ! BULB LIGHT FIXTURE P� BULB LIGHT FIXTURE PAQ40= BULB LIGHT FIXTURE e' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) e x O CESS LIGHT • CESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) I-Q -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) EILING MOUNTED FAN e t FAN (I CFM PER 60. FT.) ONE JACK I-Q OKE DETECTOR (WALL MOUNTED) Q OKE DETECTOR (CEILING MOUNTED) I ING ) HIMES ® IW. MOUNTED OUTLET FOR GARAGE OPENER TV V JACK -lq_- B PORT •LOCATI OF TV J 1 OUTLETS 4 FAN TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBGR Ith EDITION C2020) 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 OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1th EDITION (2.0). • 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 1th ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). • AI_L LAMP5 SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION ENERGY EFFICIENCY) 2020. Ith (RESIDENTIALEDITION R404.1 ROOF - - - - - - - - - - - - - - BELOW ----- I I I I I I I I I I I I I I I I I I I I W.I.C. L =0 BEDROOM \� 1 \ PRE -WIRE I FOR ©- ^, CLG FAN ATTIC ACCESS W/ SWITCH 4 LIGHT So i G I / 1/BATH 1 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 I I I I I ---__--__-_ ROOF ---__------J BELOW LAUN• \ O E- / PRE -WIRE I FOR L CLG FAN BDRM 3 DRYER VENT BONUS ROOM PRE -WIRE FOR CLG FAN 1 I I I I BATH SD/GO I db BDRM 4 ------ PRE -WIRE rl FOR �! CLG FAN W.I.C. I I I I I ROOF BELOW J SECOND FLOOR ELECTRICAL PLAN SCALE: I/4'• I'-0' LED LIGHTING @ DOUBLE LAV. BATH I / - - - - - - - - - — I L `----------� LED LIGHTING ® DOUBLE LAV. BATH 3 1 E C N I T E C T I Grou Ln 41 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 anmm�� SUSDIV. & LOT SILVERADO LOT#2 BLK 10 PROJECT#t 03719.001-02101 WODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN %150 MPH E C "PRINT ,,TE. 8/17/21 SCALE: M NOTED SHEET E2 11 Y--1 I/4' ��I I I I/2' � U1C SHOUIE TUB R, ,.'.I�• I I/2' �' $ L.T.� UTASHER \ 1'I KITCHEN ROOF KITCHEN F--------------------- BELOW -------- AUTO VENT I 3 I I I I CO 4 I NOTE: ALL PVC PLUMBED TRAPS 4 ARE TO BE 'P' TYPE. O 'S' TYPE ARE PROHIBITED. Anv pT TTUPTINTr RTQPP I I I I I I ROOF ____ _-----J BELOW FIRST FLOOR SCALE: 1/4' . 1'-0' SECOND FLOOR SCALE: 1/4' . I'-0' 1 R C N IT E C TO 6 Grouo. 41 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-774.4078 www.abdealgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 3004 TAMPA, FLORIDA 33634 PH:813886-2628 FAX: 813.8862802 :lLJHDIV. & LOT: SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODELa 3278—JORDYN II GARAGE 8MING: LEFT PAGE: PLUMBING PLAN It 150 MPH EXP. C 01 Dw'I'E 8/17/21 SCALE: AS NOTED al -MET P1 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV, METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 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. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF IIO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECURE STRAP W/ (2)-3/IB'X2' LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SEE SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS `—SECURE STRAP TO UNIT W/ (2) REQUIRED 4' CONCRETE SLAB *8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT INV. SEE CONNECTION TO PAD S NOTE: MAIN OVER HEAD COND. ' FROM ST�°RE NEXT. GROUND CLEAN -OUT (TY�PN. )) COUNTERSUNK C.O. PLUG I CONDENSER FIN. GRADE UNIT SIMPSON WB ROLL STRAP OR PAVING �OR EQUAL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING SCORIATED NICKEL FIN. FLOOR ]T O O EXTERIOR WALL BRONZE FL. PL. OR WALL PLENUM q 1 AIR RETURN RUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES BRASS PLUG 1 AIR HANDLER EXTERIOR WALL FITTING OR EXTENSION TO y 3/4' PVC CONDENSATE DRAIN LINE SOIL OR WASTE AS REQUIRED EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB WADE 8240-K JOSAM 56000 T REFRIGERANT LINES TO INSIDE SERIES NICKEL BRASS TOP PLATFORM RETURN CONDENSING UNIT CAULK P.V.0 OPTI/SPEC TRAP DRAIN LINE AND TERMINATE M AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) INV. SEE MECHANICAL BLDG. CODE SITE PLAN SECTION 3012.4 HVAC DRAINS (I)FLOOR SLAB CLEAN -OUT (TYPN� A A A lw K-1 A A " V V A V MECHANICAL PLAN SCALE: I/4'.I'-0' 1 R C H I T E C T S 6 Group0n. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W , bdesigngroup.com AA S:.003325 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 annam� SUDDIV. Uk LJOT SILVERADO LOT#2 BLK 10 PROJECT* 03719.001-02101 MODET-- 3278-JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. C 0 i)XT—j 8/17/21 SCALE: AS NOTED SHEET M1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 514ALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL L 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 BLDGG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, WAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRJNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT 0/4 OUTSIDE AIR 8 THERMOSTAT m PASS-THM AIR GRILL ---------------------ROOF - - - - - - - - - - - - BELOW I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 -----------ROOF----- —J BELOW SECOND FLOOR MECHANICAL PLAN SCALE: 1/4'.I'-C' A RC N I T E C T E Grou ion 441 N. RONALD REAGAN BLVD. LONGWOOD, FL $2750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813-886-2802 EiUHDIV. ac LiOT: SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEL: 3278—JORDYN II GARAGE SKIING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH E C SCALE: AS NOTED SHEET M2 A 2X4 TOP MATE 7 PLAN _1F -1'zPRE-rA5 TRUSS 1 r !_7 /2' LG. 150ARD 1,2' DRYWALL SECURE SIT. - PLATE TO SLA15 UV 10d MASONRY NAIL 0 32'OC. MAX FIN. FLR. 2X4 WOOD STUDS 024. OZ. SLA5 PARTITIONS SUPPORTING WALL HUW_s PLUMBIWG FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x(p, WHERE SPACED NOT MORE THAN 24' O.C. (:T:)TYP. INT. WALL (NON—BRG.) \1 �, SCALE: 3/4'-1'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR WS1.1. ROOF SHEATHING THICKNESS AS PER SWEET SNI ' SECURED PER FASTENER SCHEDULE PIRE-EW. TRil" MTL. DRIP EDGE 1. 2x FASCIA PER -J A Typ.. ELEVATIONS O.w VENTED SOFFIT 1/2' THIM 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0- FIN. FLRL� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR ROOF SHEATHING THICKNESS AS PER S SWEET SNI. SECURED PER FASTENER 5/6' GYPSUM 8:0ARD SCHEDULE OR In' HIGH STRENGTH CLG. BOARD _!QSFERENCE � PER ELEVA STRUCTURAL SEE ENERGY CODE FORMS FOR' PRE-EW3 TRIJSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE ,J,PER ELEVATION 2x FASCIA FUR R-4.1 INSULATION ELEVATIONS VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES �:zz*,—SPIECIFICATIONS - -T iFq I � r I I STRUCTURAL _,,,,—REPERENCE IX2 P.T. FURRIW3 STRIPS * 24' OZ. 1/2' THIM 2 COAT PORTLAND a, CMU CEMENT PLASTER APPLIED 1/2'GYP. ILL. 50�� n DIRECTLY TO MA50NRY WOOD BASE 4 r,)_�WWIN�DOW O�PENIN�G V-1/ 0'-C* FIN. FLR. ROOF SHEATHIWx THICKNESS 15 EWmINEERED PER A5CE 1-Iry IN ACCORDANCE WITH F5CR 2020 ITH EDITION, SECTION R301.13 AND 160e.sl TYR WALL SECTION NO OPENIW_x NOTE: METHOD TO BE USED FOR THE (I)I—STORY HIP BLOCK WALL INSTALLATION Or Roor SCALE, UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D22ro TYPE 11 OR ASTM D48614 TYPE I I I OR TYPE IV UNDERLAYMENT. ��WOOO AM r2-'\GAS LINE THRU BLDCK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PSCR WWI ROOF SHEATHING THICKNESS AS PER SWEET SI41. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET ON] PRE-ENG� GABLE TWOS WEEP SCREED 2x P.T. SECURED PER STI1tUCTUFtAL DETAILS 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0. PIN. FLP-d, T 1. tod- THICK 2 GOAT - PORTLAND CIVIENT PLASTER APPLIED DIONICTLY TO MAGONRY' APPROVAL Ftla w PRODUCT APPROVAL PMa 2.6 P.T. Q0 ATTACHM TO FILL COLL A& PER PIRODIXT APPROVAL F10a SEALANT " OVEP04EAD DOOR Or OTHERS r3_'�GARAGE DOOR JAMBS SCALE: 11/2'-1'-& _2X4 SPF 24' OZ. MAX. — SECURE W1 (2)12cl NAILS 0 EA END 2x ISLOCKIW. BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFEACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT.'2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS 1`7/ INSULATION R-VALUES .kPER ELEVATION IF 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTAC44MENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL -Ix2 P.T. rURRI STRIPS * 24' 1/2' GYP. ILL. WOOD BASE oz. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FE3-'-R W511, ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED S0Fr1T WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET SNI, PRE-EW- GAISLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0'-0' FIN. FLR. S EATHIN63 THICKNESS 15 HE EWaINEERED PER A5CE I -Iry IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND IrPOSbl W �WIN�DQW QP�ENING� T '-f �NO OP�EN[Ws NOTE: METHOD TO BE USED FOR THE r6`�1—STORY GABLE BLOCK WALL INSTALLATION OF: ROOF SCALE, UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.111 OF THE F5CR 2020 ITH EDITION 15 04 WHICH USES (2) TWO LAYERS Or ASTM D22(w TYPE 11 OR ASTM D486c) TYPE III OR TYPE IV UNDERLAYMENT. k R It N I T E C T 3 f alesoin oup G ULr_ 41 N. RONALD REAGAN B" LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA #: 0003325 r DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: Si 28 FAX: 8=2802 .16a rouDDIV. ag mommIN SILVERADO LOT#2 BLK#10 PROJMCT# 03719.001-02101 MODML. 3278—JORDYN II GAMAGE OWING: LEFT PAGM: DETAILS V 150 MPH EXP. f R C R I T E C T$ FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. AS PER PBCR 905.I.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THIOQJES8 AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. IQ PRE-ENG UD. ER 24' O.C. MAX. _ LEVATION 24' O.C. MAX. LEVATION METAL DRIP EDGE METAL DRIP ECGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCB FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED O.H. 5/8' GYPSUM BOARD ELEVATIONS ION. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYp. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INBUL. REFERENCE STRUCTURAL -4.1INSUL. Z� U > w J w IL W WINDOW ATTACHMENT w AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T ♦ G SUBFLOOR GLUED AND NAILED N 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT E F GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT N SCHEDULE PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY R MASONRY w m R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R R LEV TION LEVATION 5/8' GYPSUM BOARD A7 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH GLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD 'ER — f' LEVATION IX2 FIRE -STOP IX2 FIRE -STOP (PAGE 83.10 -DETAILS 344) (PAGE 63JO - DETAILS 344) R-4.1 INSUL. -- R-4.1 INSUL. i w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS H EllRENCE STRUCTURAL 1/2' THICK, 2 COAT 1/1' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' Or DIRECTLY APPLIED STRIPS 24' O.C. MASONRY 8' CMU DIRECTLY TO 8 CMU MASONRY 1/2' GYP. LLL. BD. 1/2' GYP. ILL. BD. WOOD BABE IX2 FIRE -STOP WOOD BASE IX2 FIRE -STOP e a a m ti. L a 4 W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'•I'-D' LVI�V W V VYr rL 3C /OV PH: 407-774-6078 FAX: 407-7744078 w .abdealgngroup.eom AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813.888.2802 rim-uDDIV. Z L.OT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEL• 3278—JORDYN II GARAGE OWING: LEFT PAGE: DETAILS 150 MPH ER. C ?a1 PawTE•INT 8/17/R21 SCALE: AS NOTED SHEET D2 im 2X6 PT - CENTER OF DOOR HEADER SECURED tUl (1) 1/2' X V J-ISOLT tLV 4' MIN. EMBEDMENT WV 2, X 1. X IW WAt44ER # NUT OR F qLL?' xV2nt!ER BOLTS 7w W� �W-W,A-"- Ft 4 NUT7 SECURE 2x4 TO BILK Ily IN 1/4' TAPCONS 1 V2' EMBED, V OIC, 4- END DIST, 1 1/2, SOON 016T - -------- 2X6 I5ARAGE Cfg�� SECURED IV III L12' X V J,511LT OR ANCHOR BOLTS, tU/ 4- MIN. EMBEDMENT, LIV 2' X 2' X I/W MASHER 4 NUT. (1) UT141H S, Or TOP, WITHIN V OF THE ISTM, (3) EYENLY SPACED. Il NOISS- ALL ANCI-IORS SHALL BE IN ACCAPIRDANCE TO MANUFACTIJI N6TALLATf0N INSTRICTIONS, WHERE .ENT .W INSTRUCTIeNS ARE Me)RF ATM%e SUC GARAGE DOOR ,/ �1EIUCK ATTACHMENT v cm 1/2' DRYWALL Ix4 P.T. Oft b/4'X4* MIN. SECURE THRIJ FRAME 4 I-X4- EXTEND 1-1/4' INTO P.T. NAILER BLOCK tUl 3/16' TAPCON6 DOOR CASING (MIN. SHANK SIZw MR HEAD 0 . 'I MIN. EMBEDMENT 1-1/4' UT14IN V OF EAC44 ENE) DOOR JAM15 OR WINDOW 4 IVOC, MAX SPACING. ATTAC14 TO 2X PER MANUFACTURES DETAIL& NOTE� 8141M AD NEEDED TO PLUMB JAMB (00 HOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" OWNDWOWEITOg BLOOCK +3/4" OR +5/4" 2X4, IZI SECURE TO BLOCK tUl 3AW TAPC4NO (MIN. SHANK SIZE J4b MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/49 WITHIN VOIF EAC14 END A IV OC, MAX SIPACING.. 2X6, = SECURE TO ISLOCK WK2) 3/16' TAPCONS, (MR SHAW SIZE J45 MIN. I-EAD SIZE 3CO MIN. EMBEDMENT I L14') WITHIN VOP EACH END a, cm 4 18' OIC. MAX SPACING� 1,2' DRYWALL 2Xl% cm F] IIX4' SECURE TO BLOCK P.T. MAILER WoT2) 3/16' TAPCONS, DOOR CASING. (MIN. SHAW SIZE J45 MIN. HEAD SIZE -sm MtN. EMBEDMENT 1 1/49 UT14IN V OF EAC44 END 4 W Or- MAX 6PACW� AM DOOR J OR WINDOW ATTAC44 TO 2X PER MANUFACTURES DETAILS. NOTE, 614FM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED L149 DOOR JAKB TO BLOCK +1 1/2" (;'NWINDOW TO BLOCK +1 IZ2" llll���- 2X4, = SECURE To BLOCK LLV 3/16' TAPC4" (MIhL SHANK 61ZE.14b MR HEAD SIZE 300 MIN. OMENT 1 1/4') WIT14IN V ' EACH or END 4 18' OJC� MAX SPACW- 2>Cb� CEO SECURE TO 15LOCK WK2) 3/161 TAPCONS (T.IR 814AM SIZE 345 MIN. HEAD SIZE 3" MIN. EMBEDMENT I VW) WITHIN V OF EAC44 END 4 IV0,C. MAX 6PACING3. In' DRYWALL 2XI% 1=1 SECURE TO BLOCK WI(2) SAW TAPO" P.T. NAILER (MIK SHANK 61ZE J4D 1/16' OAJ5, X 4'MR MIN. HEAD SIZE 3W MIN. EMBEDMENT 1 1/49 DOOR CAGM WITHIN W OF EACH 4 10' OIC� MAX SPACM DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACTURES, DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMIS (DO NOT EXCEED 114-) DOOR JAMB TO BLOCK +1 15/16- 2X4, = SECURE TO BLOCK Wl 3/16' TAPCONS (MIN. SHIANK SIZE J45 MIN. HEAD SIZE -300 MIN. EMISEDMIENT 1 1/49 WITHIN V OF EAC14 _ MAX END 4 0, or SPACIW� NOTEt STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGM-1 NON-STRUCTURAL WoT2) 3/16' TAPO" 3/16' TAPCCN MR 1-1/4' ?MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MR EMBEDMENT 1 1/4*) WITHIN VOIF EACH END 9, CM 4 W 04, MAX GPACINS� I/2'DRYWALL 2X& cm p SECURE TO BLOCKK LRj W92) 3/16' TAPCONS P.T. MAILER (MIN. 914AWK SIZE JO DOOR ClAbw. MIN. HEAD OIZI 7 MOIL EMBEDMENT I V49 WITHIN V OF BAC44 E&NOD 4 18' Or- MAX OPAGM W DOORJAMB OR WINDOW ATTACH TO 2X PER MANILFACTURES, DETAILS. P40TE: 8441M AS NEEDED TO PLUMIS JAMB (DO NOT EXCEED V4*) DOOR JAMB TO BLOCK +2 1/4" �WINDOW _TOBLDCK�+2 1/4" -- 2X4, = SECURE TO BLOM W/3/16' TAPO" (MK SWANK SIZE J49 MIN. HEAD SIZE 3M MIN. EMBEDMENT 1 1149 WIT14IN V OF EAC14 END 4 W Or- MAX SPACIN63. 2XG,� = SECURE TO BLOCK WK2) 3/16' TAPCON5 (MR SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH SHIP 8. CMU I&' Or- MAX SPAr-W. 112' DRYWALL .dh � SECURE TO BLOCK I, WoT2) SAW TAPCONS P.T. NAILER " (MN. SHANK S(ZE.145 DOOR ClAStw. MrN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN VOIF EACH END 4 1W OjC, MAX SPAGM. DOOR JAME, OR WINDOW ATTAC44 TO 2X PER MAMJFACTUREG DETAILS, NOTE, SWIM AS NEEDED TO PtAJM5 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" 2X4, = SECURE TO 15LOCK W/ 3AW TAPOONS, (MIN. SWANK SIZE .145 MIN. 14EAD SIZE -300 MIN. EMBEDMENT 1 1149 WITHIN VOIF EACH END 4 18' Or- MAX 6PAr-1w.. NOTE, STRUCTURAL 2X MUST ISE 2X6, = ON OUTSIDE a SECURED SECURE TO BLOCK T14ROUGH NON-STRUCTURAL UkY2) 3/16' TAMD" 3/16' TAFCCN MK 1-1/4' (MICK 614ANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMIDEDMIENT 1 1/49 V CM WITHIN V OF' EAC44 END . IVOjr- MAX SPACING 1/2' DRYWALL 2XS, 1=1 SECUPIS TO BLOCK P.-TNAILER W/(2) 31/16' TAPC" (MIK SWANK SIZE W5 DOOR CASING. MIN. 14EAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STIQU WITHIN V OF EACH END M11MR Wol(2)124 UT14N 4 IVOZ� MAX OF EACH END 4 6' TO V SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUM MANUFACTURES DETAILS, JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" owwx-�� TURAL V Or- MAX 2X4. 1213 SECURE TO BLOCK W/ 114' TARCONS (MIN. SHANK SIZE J45 MIK HEAD SIZE JIM MR BMISEDf�� 1 1/49 WITHIN V OF EAC44 ENE) 4 IS' Or- MAX 6PACW.. 2xb. = SECURE TO BLOCK Wof2)I/4'TAP0" (MIN. SWANK 61ZE.145 MR HEAD 61ZE 300 MR EMBEDMENT 1 114') WITHIN V OF EACH END 4 IV Or- MAX 6PACINO� 2XS` 1=1 &ECUIRE TO BLOCK IlW2)I/4'TAPC4" (MR SHANK SIZE J4b MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WIT141H VOIF EACH END 4 IVOZ, MAX SPACW.. — a. cm 1,7' DRYWALL P.T. HAULER 1/16' 0.6.19. X 4' MIN. DOOR CA6W. DOOR JAMIS OR WINDOW ATTAC44 TO 2X PER MANNIPACTURES DETAILS. NOTE� SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 7/16- 2X4, 1105 SECAIRE TO BLOCK W 1/4' TAPCONS (MIK SHAW SIZE 345 MR HEAD SIZE JIM MIN. EMBEDMENT 1 WWI WITHIN V OF EAC44 END 4 IV Or- MAX 6PACINd.. 2X6, =0 SECURE TO BLOCK WK2) 1/4' TAFCCN5 (MIN. SHANK SIZE .145 MIN. WAD 61ZE -30C MIN. EMBEDMENT I V4*) WITHIN VOIF EACH END 4 Ot Or- MAX SPACING� 2X& � SECURE TO BLOCK WK2)1/4'TAPCONS (MIN. SHAW SIZE J45 MIKHEAD SIZE 300 MIN. EMBEDMENT I V4.) WITHIN V 01- EACH END 4 IS' Or- MAX SPACM ---- NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPC40N MIN. 1-1/4' EMBEDMENT INTO BLOCK a, cm 1/2' DRYWALL El ]---TNAILE$t I P.T. X 4'MK 11. — 'DOOR CASING DOOR JAMB OR WHOM ATTACI4 TO 2X PER MANJJFACTURE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" HH! A W TO BLOCK +3 3/4" FARCHITECTS 6 G r MNpj'gn ouspOL 2Lr- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA#:0003325 F" DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13-886-2628 F a: 8134MM-2802 A dim 0 stmDltv. a L074 SILVERADO LOT#2 BLK#10 IPROJECT# 03719.001-02101 MODEU. 3278-JORDYN II GARAGE OWING: LEFT PAGIC: DETAILS 150 MPH EXP BCALJC: AS NOTED 3HEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/202.1 10531.20 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/32/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 fBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM LID W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 ►RCRITEC13 Ge'n LILL 41 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosipgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 FAX: 813S86-2802 sumDxv. a# MT SILVERADO LOT#2 BLK 10 PROJLCT/T 03719.001-02101 MODmIA 3278-JORDYN II GA AGM EFNAdG: LEFT PALM PRODUCT APPROVAL LISTING 150 MPH EXP. C Pptmpopglsp CONTROL JOINT FLANG.E OF CONTROL JOINTS T ISE WIRED TIED TO LATH * 11' Oa MAX (VERTA NOTE, 00 NOT KASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ W LEG MAY BE USED TO TEMP. SECURE C40NTPROL JOINT PURWS INSTALLATION ------ FASTENEIRS TO BE SPACED-7 11' Or- MAX VERTICALLY 9! THIM I COAT CV'1ENT PLASTER WR15 LAYER -2. POItTIFIMR BUILDING PAPER API-ROWIP METAL LATH FASTENED *1'(VERTJ OZ AT SUPPORTS WRIS LAYER -1, STUCCO WRAP ADOD SHEATHING. LATH SHALL BE CONTINUOUS TWI4i JOINTS OUT an STC TIED AT EACH SIDE. DE 2X4 51.0=1145. PER ASTM CI"3 PLACED PLAT MAX. V TO &- PROM CONTROL JOINT WHEN NOTE, CONTROL JO FALLS ON STRUCTURAL INTUIP L FASTENERS FOR LATH TO ME HAILS Opt - STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIFE TIES TO ISE (No. 18) 0,0419" WIFIE 3. BLOCKING 6HOWN MAY BE 114 ADDITIO/4' TO WALL STUDS REQUIRED PER PLAN M" TYPE CONTROL JOINT (��) I--- pr. A CREAM C 2. CMAN - I-T. 0 CMEAN : Mt. CREASE Per. raw M. c Q�Ilat lar. a T" far. 0 Totr�m BOTTOM FI.Amalff mBOTTOM PLAN111111 92 SM cuT. NOTE, APPROVED MULDING Wi SHALL ISE LAPPED A MINIMUM OF 6' 0 YERTICAI. LAPS (ROLL ENDS) 4 6' - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LUITH FOWIMPR SW-AT14INI TAPE MI Ma— L-4 LATH VERTICAL LAP TO BE V IT, METAL LAT. WPM LAYER -1, STUCCO WIRS LAYER -2, FORTIFIBERoo, BIJILDW. PAPER ro'\PAPER. LAP ��' I �1—v � 1� VERTICAL LATH PAPER DETAIL NOTE, WOOD 6WEATI SIDE LAP$ OF METAL PLASTER - 6 SHALL ISE SECURED TO ISUILDI PRAMINS MEMBER& PAPEP THEY SHALL 15E TIED BETWEEN SUPPORTS WITH VAD41D-K (121-MM) 6TUC1rA WIRS AT INTERVALS NOT MORE TkAIN V (22S-MM). AS PER ASTMI C1063. (a) KICKOUT FM REPAIR OF TEARS IN UM LAYERS. TEARS DETAIL MAY ME PATC44ED U44OUSE ~ TAPE PER MANUP. SPEC OR PEEL 4 STICK il' THICK b COAT CEMENT PLASTER =,A). W 2 COAT C111MINT PLASTER (CMU) UM LAYER -2. FORTMIMM BUILOW. PA-Em "WA-2 OLT) UNO LAYER -1, STUCCO ~(PROM O&Y, LAP LAYM OR 11.111.0m ~ QVWR -LNS KANW STOP tjjffN"JF ASM FRAME on cMU "MINOR WAU PLASHM FLA11*0111 fm PKIA110 —011ATER T%5W MAL fb&V ON uxom GoJmmJ= PLAIWM AT BOTTOM OF ROOF U—ALL N"MTNWTI" INSTALL FASTENERS (CLIPS. - STRAPS. STAPLEW AS REQUIRED TO SECURE PIPE/ WPM TO FRAMINS UPC LAYLIR -1. STUCCO ~ UM LAYER -2, FORTIFIEVIR SUILDINS PAPER METAL LATH W.WSELP-ADVERM MEMBRANE K.AWW. OVER APPROVED HOUSE WRAP. 40 ONTO FILE J' THICK, 3 COAT CEMENT PLASTER V CONT. DEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR METAL LATH IWILTRATICN BARRIER OVER SHEATHING. WM LAYER -2. FORTRIMER BUILDING. PAPER 111LASTCMERIC rOATING. OVER STUCCO/ WR15 LAYER M, C.V. FINISH (SEE rTr WALL SECTION) STUCCO ~ SHEATHING. SECTIQN == �dpmtwft E.t.n.r — f Prd.nd co—t please, shall mmply with the application requiremnis of ASTIM C 926-18b. lnstmllat� f.Mft, lathing and 1—ft sh.11 plywiMASTMO1063-19,, or ASTM 1787. HORIZONTAL LATH & PAPER DETAIL 'LAOKM (07rATIOLE V HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING, TO 9 P OR LEGG PIPE CUT AND OVERLAP ONE SIDE OF SELF-AD14ERM MEMBRANE FLASHM STEP 01 WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO LURAF` (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) -LA 4 TAPE OVER RO=L 5'X5' V TYPE CONTINUOUS — GALv- METAL FLASHING 7 - DECK, NOT f (NAIL TO ROOF WALL SHEATHING) CAP SHINGLE - 00 NOT NAIL, EL INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS L" FLASHING. N.T.S. N.T.S. 1. STEP 02 more_jlxuD_-lj 6 = 'AHE MATERTAL) OVER 4'it4' BELF-ADHEAUN2 MEMBRANE FLASHING OVER A"-11111101410 HOUSE ~- TO EXTEND ONTO PIPE CUT AJ10 OVER -AP OhE SIDE 11 GELF-ADHERWS PErENROM PLADWIW 1DRAINAGE PLANE (WR5 LAYER 01, 5TUCCO WRAP) WR5 LAYER #2 (FORTIF15ER ...... 5UILI)ING PAPER) METAL LATH X—X—X—x STUCCO � , �'' , � � .---I WOOC) OR 111(o" ZIP WALL 5HEATHING SELF-AC)HESIVE FLA5HING — — — — — — NOTE: METAL LATH; LATH TO 5E PER 5ECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. FER 5a, YAR[) (UTILITY OR NOMINAL LATH QOE6 NOT MEET SPECIFICATION5) rA R C H I T 1E C T aDesolin Group-u. —.—I " . —.. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774-4078 www.abd"gngroup.com AA*:0003325 r' DRAFTING BY: "B"Ril A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8 2628 ; 8= L FAX 82602 00 m Rm rBU13DIV. & M'74 SILVERADO LOT#2 BLK#10 PROJECT# 03719.001-02101 MODET.a 3278-JORDYN II GAIRAGE NWIENG: LEFT "'WALL ASSEMBLY DETAILS %.150 MPH E)A A E C N I T E C T E INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDES) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION BEOIIENCE OF FLASHING TO BE: OVER TOP 4 SIDES I. BOTTOM. 2. BIDES. 3. TOP X: VENT GAP IS TO BE SET IN BED SELF WOOD SHEATHING -{ OF SEALANT AT TOP AND FLASHING �I n SIDES ONLY. SEALANT la TO BE WRB LAYER 01, Grou uc. TOOLED 80 AS TO DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. F'REMANUF. DRYER LONGWOOD, FL 32780 -Xr E-Z BEAD ALL AROUND VENT CAP (SET IN PH:407a74-607a VENT -APPLY SEALANT ALL WRB LAYER "2, FORTIFIBER i I•I JOINTS AND INTERSECTIONS CONT. SEALANT) FAX: 407-774-4078 APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA N; 0003328 ON ALL SID S'V CAULKING • JOINT SEALANT ALL ARouN� EINTOP 4 SIDES THICK, 3 COAT CEMENT WOOD SHEATHING DRAFTING BY: PER SECTION R703.7 PLASTER LAYER h, A.B. DESIGN GROUP Exterior lathing andplest9ring STUCCO WRAP DRAFTING INC. Exterior use of pOrtlend Cement plaster LAYER •2, FORTIFIDER 8439 BEAUMONT CENTER BLVD. BACKER ROD TE 1004 shall comply with the application 6D DRYER VENT (BLOCK) ' Y8' To �' MID -WALL _ BUILDING PAPER suILORIDA requirements of ASTM C 926-18b. WEEP $CREED TAMPA,13-886-2 32834 X. METAL LATH PH: 813-888-2828 X. Installation of exterior lathing and framing W TION F N' TE aH FAX: 81385�2802 CONSTRIUC ��XTURED 1�:I. ' x.> shall comply with ASTM C 1063-19a,, or ASTM 1787. , 6' SELF-ADHESIVE FASTEN To wooD STRUCTURAL WIRE, LAYER 'I, 'I (' II ,K, FLASHING e, MEMBER .roc. MAX CMU STUCCO WRAP I! HOODED VENT BUILDING PAPER 'QUICKI WOOD FRAMED eCTO N wALL 1' THICK, 3 COAT CEMENT OVER_ _ _ FLASH'F_ —I ' ` WALL PLASTER METAL LATH HORIZONTAL WEEP SCREED-' ` WRB LAYER 4, FORTIFIBER PIPE THROUGHBUILDING WAL (FRAME TO FRAMES 6'WIDE STRIP SELFHESIVE PAPER FLAS14W., _WOOD M'�WSEPORE SHEATHING APPLYWDRYER VENT (FRAME) 6' SELF ADHESIVE �""'�° FINISH .MASONRYFLASHING(INSTAL HORIZONTAL WEEP SCREED PER MANIrF. 8PEC (FRAME TO BLOCK) Aq —Z FLASHING ELEC. METER FIELD I _ _ STONE VENEER VERIFY LOCATION ELEC. METER FIELD APPROVED OVER SCRATCH COAT VERIFY LOCATION HOUSEWRA'P BELOW WR$ LAYER "I, STUCCO WRAP APPLY STUCCO SCRATCH COAT HORIZONTAL WEEP SCREED NOMEEMHBRANE GRADETp �" MELF MBRANERING FLA AND ONE (1) LAYER OF PAINT 0 MEMBRANE FLASHING W STONE VENEER PRIOR TO INSTALLING ELEC. ENTERS Box, OVER METER APPLY TO FACE OVER (FRAME TO BLOCKZ EDGE FLASHING OVER CAVITY TO BE FILLED APROVED WITH RIGID POLYMERIC HOLL9EWRAP LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LAYER 02, FORTIFIBER ('GREAT STUFF' OR SIMILAR) BUILDING PAPER DRAINAGE PLANE (WRB APPLY A SILICON STEP #3 STEP *4 LAYER 01 STUCCO WRAP) THAT BASESEALANT WIRE PENETRATES a�inmia 9UHDIV. de L074 SILVERADO LOT#2 BLK 10 PROJECT# 03719.001- 02101 MODEL. 3278—JORDYN II GARAGE SWING: LEFT P"9VALL ASSEMBLY DETAILS 150 H E C IURB LAYER "2 (FORTIFiBER — — — — — COAASTTit3 OVER ' BUILDING PAPER) METAL LATH x—x—x—x AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- APPLY E-Z BEAD OVER (Pm MIN ", .......SECTION) STUCCO/ C.V.FINISH IEEE TYPICAL WALL STUCCO 1000D OR 1/16" ZIP WALL ® SHEATHINGS SELF-ADHESIVE FLASHING— — — — — ROLL PRIOR TO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS °; e.o METAL LATH 9 U ! A NO DA1�'E•. 8/17/21 NOTE; METAL LATH: LATH TO BE PER SECTION R103.'1.1 / ASTM C-84'1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL DOES NOT MEET SPECIFICATIONS) OQ ELECTRICAL CONDUIT U PENETRATION STEP #5 O ELECTRICAL STEP #� RECEPTACLE SCALE: AS NOTED SHEET WA2 WOOD 5HEATHIN WOOD � CONSTRUCTION V 14AT CHANNEL TYPE *X' DRYWALL WOOD SWEATHIW. .R -1, URS LATE. 4 STUCCO WRAP J'THICr, 3 COAT CEMENT PLASTER WRIS LAYER 11� STUCCO WRAP AMI AM66-UPIUC-180 CUSTOM CAbINQ BEAD, NO GAP IN FIELD � (SWOUN FOR CLARIFICATION Or SEPARATE ACCESSORIES ONLY) CASING BEAD I nOA DTL. 0 CANT. SCALE: 11/2'.]'-0' UIRB LAYER -2, FORTIFISER BUILDING PAPER J, Twicr, 3 COAT CEMENT PLASTER WSAF ' 0 TOP OF WEEP SCREED TO SHEATHING. BEHIND WEEP 9CREED ��WSELF-ADHEREIWI PLASWW. WRAPPED a TOP Or WEEP SCREED TO SHEATHING BELOW URB LAYER 01, STUCCO WRAP 4— UNA LAYER o2, FoRTIFIBER ISUILDIW. PAPER SELF-ADWEREW. FLASWIWs WRA * CORNER Or CANTILEVER 1 Y2 .' NOTE - METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 L56. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5FEC IF I CAT IONS) u t RESILIENT X CHANNEL vlTtCASIWj BEAJZ—\ . 3' "A 4 T RE r' " 4A 'Ll E' E 'T 5/8' TYPE 'X'ORYUAALL W/TEXTURED 4 FAINTED FINISH 'E THICK, 3 COAT CEMENT PPLASTER VINYL CORNER BRAD VINYL CASING eEiN2 DRIP EDGE INSTALLATION 51S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED_, FINISH — J' THICIC, 3 COAT CEMENT PLASTER — VINYL CORNER BEAD VINYL CASING BEAD WOOD C401,16TRIXTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE 15AIRMER 02 J* THIM 3 COAT CEMENT PLASTER METAL LATH U10100 SHEATHING '2) 2xI2 HEADER (SWOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOP CONSTRUCITON WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER -2 J' THIM 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING. HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @11DRIP EDGE INSTALLATION E>a. WOOD pptxww-c WALL SUB -FLOOR ORCKM PRE-ellov MISS UNAT14ER RESISTIVE BAPMER .2 E;V2 TWICK, 3 COAT OVSISMWT-� E PLASTER ARIES METAL LAT14 Ulk�= b"M A T!A: Y4' GAP FOR BACKER EXTERIOR GRADE ROD A SEALANT DRY UALL THICK, 3 COAT CEMENT VINYL CABING BEAD —PLASTER —y%mL-QQ9wjLmEAa WATER PROOFING Ist- VINYL CASING BEAD LAYER (2 LAYER PEE (SWOAN FOR CLARIFICATION OF 4 STICK) SEPARATE 41C 6SORIES ONLY) A F 0 ANTI EVER DRIP EDGE 3' X 3' 26 CA GAL V. FINISH LATER (2 LAYER METAL DRIP ED" PEEL 4 STICK) SET IN PILL BED Or 6' PEEL 4 ------ SEALANT, X' MIR STICK 0 DRIP SPACE FROM DRIP EDGE TO FACE TO TREX PECK YA' CAP FOR BACKER I INXI %, P.T. OR 61MLATED It= 4 SEALANT WOOD (TFEX) CONTINLIOUS WATER PROOPINIS lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4" T. CARRIER -1 STICK) WRAPPED PROM MATHER RESISTIVE 15ALCCNY DECK TO BARRIER -2 CANTILEVER WPEEL 4 STICK 0 DECK MEMBRANE, DRIP EDGE TO DECK XTEND OVER DRIP GUIS FLOM :DGE EMCMEM 3' X 3' 26 GA. GALV. METAL DRIP EDGE - - - -------- — ---------- SET IN FULL BID OF 06'XI V4* P.T. OR SIMULATE SEALAW,)J'MK WOOD (TREW PI LER, SPACE FROM ORIP C4NTNUOUS PACE TO TREX X' CAP FOR BACIO VINYL CASINQG BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL A STICK) STICK) WRAPPED PROM 3/4 REOWENT BALCONY DECK TO HAT C44ANNEL CANTILEVER JTHICK. 3 COAT CEMENT PLASTER METAL LATH b/9' TYPE *X'DRYWALL WOOD &EATI41W. W(TEXTURED 4 PAINTED, WEATHER RESISTIVE FINISH BARRIER -1 URAT14ER RESISTIVE 9' T141CV, 3 COAT CEMENT BARRIER -2 PLASTER wElle-GrAZIM VINYL CASING BRAD NO GAP N FIELD ?SHOWN FOR CLARIFICATION OF: SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION �' 2 1/2' ), XUMN SHEATHING EATWER RESISTIVE ARRIER -1 =A�PER RESISTIVE ��ilm .2 SAP. \ -EEL 4 STICK Ofi'x3' VFLASWING. FULLY EM15EDDED IN ROOF CEMENT I)V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT.)$' MINI. SPACE FROM ORJP F14CE TO TREX WEATHER RESISTIVE M t R I I:R 7T:W RESISTIVE ISA __412�-EXITEIRQ'Irl; COLUMN COLUMN SHEATHING 4 I&XIA P.T. OR SIMULA WOOD �TREX) FILLER, CZNTINUOUS Y4' GAP FOR SEALANT OPT. BACKER ROP.. MODIFIED w 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X'DRYWALL WfrEXTURE0 4 PAINTED FINISH J� THICK 3 COAT CEMENT PLASTER — LEGEND 6' SAF. I VxV V FLAS14NG FULLY EMBEDDED IN ROOF CEMENT N I A' X 3' 26 CA GALV. METAL DRIP EDGE L BED Or ALANTJJ' MIR DRAINAGE PLANE (WR5 LAYER 01, STUC:CO WRAP) WR5 LAYER #2 (FORTIF15EIP, 51JILDING PAPER) SPACE FROM DRIP ,-.,FACE TO TREX VINYL CASINQ BEAD fWOOD METAL LATH X—X—X—x WATER PROOFING. l6t LAYER (2 LAYER PEEL 4 I— - STICK) WRAPPED PROM 5TU(::CO BALCONY DECK TO CANTILEVER WOOD OR 1/1(01 ZIP WALL r DOAT r il THIM 3 _EMENT PLASTER SHEATHING METAL LATH SHEATHING SELF-ADHESIVE FLASHING — — — — — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING), SC-ALEi NIS r WOOD SHEATHIWG U)R5 LAYER $1, 2x FRAMING MEMBER STUCCO LURAP J' THICK 3 coAT CEMENT WOOD SHEATHING PLASTER UIR5 LAYER 02, FORTIF15ER I 5UILDIWz PAPER PASTENED TO SHEATHING WR5 LAYER 01, ATH WRIB LAYER 9, THICK, 3 COAT CEMENT WR5 LAYER 02, FORTIFIaER STUCCO WRAP PLASTER 5 5UILDING PAPER WOOD SHEATHING &'SELF- ADHERING METAL LATH METAL LATH FLASHING THICK, 3 COAT CEMENT UR5 LAYER -2, FORTIP15ER (E XPL 7DED IBUILDIW. PAPER Ew F ;R PLASTER CLARITY) DRIP CAP WINDOW FLANGE COFNER BEAD (FASTENER 4 SPACING 0 7 O.Cd Cmu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD (6) BLOCK C-C WIRMI'LAYER oi, STUC;C7P WIR5 LATER 02, FORTIP15ER IBUILDJWG PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER ro'SELF-AC)HERING FLASHING DRIP cAP WINDOW FLANGE CASING BEAD 0� WINDOW (FRAME, NO BAND) rA R C N I T 9 C T 6 G r ZDesign ouspPm LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I, DRAFTING-BY7 lmol� A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-S86-2628 X 813-886-2802 OURIDIV. 8c LOT: SILVERADO LOT#2 BLK#10 ]PROJECT# 03719.001-02101 MODEL. 3278-JORDYN II GAMAGE OWING: LEFT "'9WALL ASSEMBLY DETAILS t.150,,WH EXP. Q el r-p 8/17/21 Ps NOTED O*IZET WA3 WOOD SHEATHING3 WR5 LAYER 01, STUCCO WRAP WRE, LAYER 02, FORTIF15ER BUILOING PAPER — METAL LATH ------- J' THICK, 3 COAT CEMENT PLASTER — 9&'SELF-ADHERING----� FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP ArWRI5 LAYER *2, FORTIF15ER 5UILDING PAPER METAL LATH �Exp ED J' THICK, 3 COAT cEmENT VIEW FOR PLASTER CLARITY) ER fl, WRAP ,NGLED BEAD EIR 12, POIR PAPER— ATH 3 COAT CEMENT ADHERING 'AP WINDOW FLANGE CASING BEAD (9) WINDOW (15CF (FRAME, W/BAND) LLR5 LAY BUILDIWa META \ L L THICK, PLASTER (P'SELF- FLASH[ WOOD SHEATi METAL LATH WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIRIBER 5UILDING PAPER -------- WR5 LAYER 01, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WR5 LAYER *2, FORTIF15ER VINYL ANGLED 5UILDING PAPER CASING 5EAD METAL LATI-4 VINYL CASING 5EAD J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) ING BEAD (6)MRAISED A RA E) L 1�.j E.- Y�' GAF` TYF' ASIW. SEAD TO TRIM IX TRIM MEMBER a STUCCO TO — SIDIW-s TRANSITION SIDING� WR5 LAYER Of, STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER 02, FORTIFIEBER 5UILPIWS PAPER UK= SHEATHIW3 UIR5 LAYER 01, STUCCO UJIRAP \-- CASING BEAD (P* SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) IIJOOD C40SISTRUCTION BEYOND IUDOD "ATHING WEATWER RESISTIVE BAWER -1 IIIIIATHER RESISTIVE BAWER -2 LAP SIDW.—, M"w AL VSELF-ADI-IERING I LASWM STARTER STRIP OR GALVO METAL 7' FLAS14W. b'SELr-AD14ERM FLASWING. �WEATWER RESISTIVE BARRIER 'I WEAT14ER RESISTIVE ISARRIER -2 SELF -ADHERING. FLASHING. GALVV METAL 7' PLA04MG ifkt� OR WOOD TRIM MEMBER CAGINd, VA d-- I Y' X 6' SIMIAATED 4WD TRIM MEMBER U. -E, AL GAP WYCLAULKW. OR APMWVED SEALANT CASING, SIDING TO STUCCO 0 BLOCK TO FRAME NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / A5TM C-84-1-14a, MIN. 2.5 L55. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IIJOOD CONSTRX-TION T" BEYOND &'GELP-ADHERING R.A614W. T W UJOOD 61.1EATWING, I VE WEATHER REGISTIVE ATHER RESISTIVE S"N BAWER M MAWER M TO LAP iffiAnWIR RESISTIVE 'VE V MIN. ABOVE TOP BARRIER -2 OF 7' PLA6WW. W XX I X' LAP SIDING. I REAAL -'SISTiYE V61ELIF-ADWERIING CARRIER FLASHING UJIMATMER RESISTIVE BAWER -2 STARTER STRIP fjfki!� on &ALVD METAL FLASWING 9 A ING. GALV'D METAL— WEATWER RESISTIVE WrLAGWING. ISARRIBIR -1 TO LAP V61MULATED 61 MIN. ABOVE TOP OP 'Z* FLASHING OAI�-"'r SELF-_, NB" FLAS14ING WEATHER 06AWEIR IIJEATWEIR ISAWER 11MATHEIR RESISTIVE ISARMER -1 BXIIIEL rA a FNC BACKER FWD) SIDING TO STUCCO \-WEATHERANSIOTIVE BAWER -2 0 FRA E TO FRAME OWN, DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER ------ — 5UILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD OR'111(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING —OAT CEMENT THICK, 3 r SEALANT PLASTER METAL LATH WINDOW FRAME . .. . . ..... . ... . ..... . . WR5 LAYER *2, FORTIF15ER E-Z DEAD vINY BUILDING PAPER (W/%' FLEXIBLE PVC BACKER ROD) 2 SEALANT WINDOW FRAME WI LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYF` CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METALLATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WINDOW FLANGE L OVER FLANGE : ro' WIDE PEEL 4 STICK —A 2X FRAMING E-Z BEAD vINYL CASING (Wl%' FLEX15LE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING:ZN WRAP EZ BEAD WINDOW F'A R C N IT E C TS 6 G r ZDe I n oNstw.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 *woZbl"gngroup.com . .003325 r DRAFTING BY: A.S. DESIGN GROUP DRAFrING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH; 8134186-2628 FAX: 8134386-2802 mr-1110 I BU13DIV. S&c LWOT: SILVERADO LOT#2 BLK#10 ROJECT# 1 03719.001-02101 WODEr- 3278-JORDYN II GARAGE STnNG: LEFT PAG'�WALL ASSEMBLY DETAILS 150 MPH EA � A rPRINT DATZ- 8/17/21 SCALE: AS NOTED CASING 81-KEET %.WA UJR5 LAY STUCCO A R C N I T R C T IllI CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY SIDNN IN 4- GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED, NAIL IN PLACE USING 1-1IP NAILS AT EACH CORNER, ROOFING CEMENT SHOULD BE APPLIED TOALL SHINGLE EDGES NEAR THE - M@MSTNM CU(OUTTHEGOOSENECKVENTOPENINGI.—ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE HEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORdNCE NAM THE CONSTRUCTIONZONES. CHART SHOWN. IN THE EVENT AMECHANICAL VENT FAN IS USED. SIZE THE VENT OPENING IN ACCORDANCE LATH VENT FAN IMNUFACTURE'S PIPING CONNECTON INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS %MEN CUTTING TIE OPENING IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS 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 LF AND UNDER INVENTFLANGES TOIAY ON GUETOP ALLOF THE THE TOP OF THE SHINGLES. SHINGLES. ROOF HOOD VENT DETAIL BCALEI NTB GUT NDIJBEBRAP AT A&' AtYdE IE NIN wousa~ ODFRED -I- CUT LINE OF WNOOW OVER OVER WING, EI It OVER D ATNMG ovER uD STUD HULL STEP 1 FLASHNS OVER NAILING FLANGE JMSS EXTEND PLASHING MN �A / I' BELOW SILL \7/\ FLEXIBLE ILAMIMG DO NOT SEAL BOTTOM —� MI STEP 6 TEMPO POLI NONUSERSM TUCK R EA HEM FOLD IN AT, SLOPE ASPHALT PLAS'tiC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE INSTALL •' SELF -ADHERING RABNN- R OVE \ Y VINYL S ( FLASHING LTMTN END DAMS) NAILING * RMYAE TF EXTEND *S. MING SEL0.G, } V MIN R.A$HMING I' BEYOND JAMB FLASIISIG 4 IN INSTALL VINYL DRIP CAP STEP 7 ALKN FLASHING My INT. EDGE ON SILL RO. PECNANDALLT FASTEN FINNED EOMES.(CAP NAILS. STARES) INSTALL DUPONT FLEXMRAP AS TF PLASHINS AT TW FOLD MOISSISAP DOW I TAPE DIAGONAL GUT A ACROSS MEAD OF MEDOw PLUMBING VENT DETAILS SGALE.NTS LPPLT I}' P SEALA IAPSS AM BPPLY TO ADOM NA L.ANGE IN RE -MCI TOLES OR INSTALL S' UWE ADIBSNE - EAGLED FLEXIBLE FLASMING MATERIAL OVER DRP CAP JOINT(PROTECTOARAP BT40 L w BQ U1V) STEP 8 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 OVER JOINT GIi VADE UNDERIAYME! ASP W ROOFII CEMEN 1. IT THE CONTACTORS R EOPON815WTT TO VERIFY ROOF VALLEY DETAIL TMEDOTPATIBILITY TSALLLF-ADHER INCLUDING, THE C IIRAP. B COMPATIBILITY OPALL LL PRODUCTS SCALEN NTS PLA81410 MATERIALS U600 DURM6 CONSTRUCTION 2. NBTALL ALL MATERIALS PER MANPACT RERS MIR TTEN BPECFICATIONB WA"AL SEALANT& MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR 61—HEME SHOWN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTEROR PERIMETER OF WINDOW WITH 8EALANT APPLY 061 NW (O EQUAL) SEALANT . WPDOWCFO JOINT, FLUID A M11111D FLASHING CLANICO WIIT.'SEAL RC -all OR EfilAU. SLOPE SILL TO EX NQgL L IT 18 THE CONTACTORS REBP"IBILTY TO VERIFY THE COMPATISILITY OF ALL PRODUCTS INCLUDING SEALANTS I &ELF-AD4lRMG PLAS14MG MATERIAL& USED DURING CONSTRICTION 2. R-A&MMG AT EXTERWR WNDOIS AND DOOR OPENING& SMALL BE INSTALLED IN ACCORDANCE WITH MA I FAGTIRER'8 INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF PBC RTIDSA U IN ACCORDANCE WITH FENESTRATION MANFACTW&ER'S INSTALLATION MID R ASHIM INSTRUCTIONS. WARNIN11i SEALANTS MAY REACT ADVERSELY F NOT COMPATBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, WE WDeslen PH: 407-774-8078 FAX: 407-774-0078 www.abdeSignBroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86.2628 lIkB FAX: 813-886-2802 evsDTt► & LOT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001- 02101 MODEL' 3278—JORDYN II GARAdffi SVWG: LEFT PA EiVALL ASSEMBLY DETAILS 150 PH E C 01 DATE 8/17/21 scwr.E: A3 NOTED SEMET WA5 - - -- : 2x6 SUB-BANb - - !�W/I'x4' NOTCH A --------------------------------- --- END, WRAPPED IN -' PEEL d STICK METAL FASCIA WRAP DRIP EDGE It I\ ---------------------- -- \ -T/S' TEXTURED I t FINISH 6 WOOD 1 t\ 2X6 BUB BAND 1/2' TEXTURED t "� FINISH o CMU / t METAL FASCIA \t WRAP Ya' FROM \ STUCCO, I' FROM t\ '; ` WOOD WALL \ •'" EXTERIOR WALL t (FRAME OR CMU) t\ \� NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION ®PLAN A —ROOF KICK OUT REMOVED tt FOR CLARITY t ROOF DECK (BEYOND) `\DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) 1/8' TEXTURED FINIS14 • UIOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR cm UM LAYER 91, STUCCO WRAP(FRAME ONLY; WRB LAYER -2, FORTIF15ER IBUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT I-1/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED / FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/IY'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL 0) WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 19 END, WRAPPED IN PEEL a STICK "ROOF CEMENT �+ ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. i'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND 111/14'x4' NOTCH s END, WRAPPED IN PEEL t STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T Design Grou Lm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www;bdesigngroup.eom AA 8: 0003325 j III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-262S FAX: 813$8&2802 BIIAINII� atmDm ae LOT tol SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODELU 3278—JORDYN II GARAGE SVWG: LEFT PA" kVALL ASSEMBLY DETAILS 150 MPH EX. C DAA 8/17/21 SCALE: AS NOTED SHETT /� dd A6 "v 1 . r--------- FM 12x18 1 I ----------� 4 FM-12X18 � I -- EXTEND END OF PVC 0. 1 4" CONC. 1 I I I W m 1 o o- CHASE UP 12" ABOVE COND. CONC. PAD m SLAB I iC w iq I N I I g I c TOP OF m SLAB I aO w "v I w LL I r- , `, i4 ILL EXTEND rn o_ I SLAB11/2" io I I 3 '4" 3'-2" ��� � 12'-2' I I 12'1" T-O" r LFl-36x36 Ft-36�,36 -,� LALA -�--------I- - " _ I I I I ----- �t -- FM-i6X18 �. 11 f -- -- 'Fpj: -- -- -- --1 -J 1 �� 11 I I 2' 8" 1 I 1.1 I I 1 1.1 2X4 VWOOb' 1 I ` I # 2LS UDS P I I I 12" O. 15'-0" #4 X T-O" 16'-0" I . W/ 10" HOOK @ 30" O.C. 25'-6" 0 1 0z I I Y -------------==k BORA CARE TERMITE -� m PROTECTION TREATMENT MAY is 1 4 w 9 1" PVC CHASE 7 1 I 02 p 1.1 N 1 BE USED IN LIEU OF SOIL /- TREATMENT. FOR ELEC. 2 I N itl LL:T 4" A/C CHASE 0'-0" CONDUIT LL TOP OF� 1 1 4 AlSLAB I ``� LJ a I m ( ro °? �+ N I 2X4 WOOD 9 1 WALL W/ SYP. 1'1 # 2 STUDS P 1 12" O. CW- 11 ILL CW-12X12- _ 12XiJ -� 1.1 I r--- ---r r I 31 I UI cw-12x12 1 l 0 8 I I 8'_3" 1.1 T-10" 4,_0�, 8,-0�, 2'-0" 3'1„I 9 I CWC ------ 1I N -12X12 - L-----_ c _- m I I I 1 r--� N 2X4 WOOD WALL • r---FM-i8X18 0 11 G i I W/ SYP. # 2 I 3 u STUDS 12" O.C.PLACE 1.1 I 11 N 5 I I @ ml v 1.1 DEL I 1.1 1.1 1.1 2' 6" I I SUDS UNDER �' O"� m1 m I I EA. TRUSS TOP OF I EEBXiEND F-30 30 1 SLAB LLI SLAB 8 I 1.1 I I • N1 3'-0" 5'-0" (1 BAR GROUTED LL BEN 10'4" U I I WINDOW SIILLLHI I EXTEND 1 = I ivn N _ I a N 1 ul 1.1 I o, SLAB 16 V 3'-51. p'_8^ g'-q^ T-41" x m w I F-30X30 m l O w I y 4 _ - o Ij m 4 r L FM_--- LLI 4 11 -----J I I 3 FMC-18X18 I 2 FM-i6X188 -i� F3-24X24 1 10 " I 1.1 0 F1-30X30 I I FMC-12X18 (-)7 "-�- FMC-12X18 (3 !2- g 4 FM-12xi8 � FOUNDATION PLAN SCALE: 1/4"-V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION 10'-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 VITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WNDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND VNTH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, 13INDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30 #6 =36"), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, 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 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS COMP TED FILL 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 - (2)#5's ( )0'-o" 6 a. -a" # 5IN CUF 3 V RIES -7f Pri- #51N CUF 3 V RIES 6 O0„_a, - s #51N CUF 5 V RIES 6 6 0"A" 6 6 (-P--4v GRADE s 6 (-r-W, (3)#5's (3)#R5's - d OWE (3)#5's (3)#5's - j' OWGRADE - (2) #5's #51N CUR V IES - (2)#5s AItCNITECTs, r Gets01 n 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroupxom AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MM-2628 FAX: 813-888-2802 9gIN1111# BUSDIV. & LOT: SILVERADO LOT#2 BLK 10 PROJECT# 03719.001- 02101 MODEL• 3278-JORDYN II GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. C KI Dw1'E 8/17/21 BCAL.E: AS NOTED BHEET s1 30" MIN. EACH WAY 4 MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED �T ° CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE AND , SPACING REQUIREMENTS SPACING REQUIREMENTS K (L Q W m I �6I� � IL ¢ FM °; IL _ � Z 8"CMU WALL O 8"CMU WALL ° I CORNER BARS, SAME SIZE AS LARGER BAR I O zo z - Z +- 0•fi" IN FOUNDATION WITH 30" LEG EACH °I +- 0'-a' WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I .., SO THAT THE STEEL REINF. IS CONTINUOUS .. ,. ,UAN ,arIMATCH AMOUNT OF CONTINUOUS BARS SEE SLAB SCHEDULE .SEE EXT PORCH SLAB4" CHAMFER (1-STORY) _ ..°� - VARIES SLAB SCHEDULE TOP OF GARAGE EXT. PORCH ' ' LL ° o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ISOLATION 8" CHAMFER (2-STORY) #3 18" JOINT (WHERE #4 24' SLABW/12' 4"CHAMFER (15TORV) W/l/2"ISOLATION ILA 6" CHAMFER (2-STORY) a APPLICABLE) zEE SCHEDULE 3a JOINT (WHERE.- • Q EE SCHEDULEM.5 APPLICABLE) Z c WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R WXD, BAR SIZE #6 36' FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST D BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #� 42" N ��EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION scALE: 3/4"=ra 2 SCALE: 3/4"=V-a' CORNER BARS DETAIL GARAGE 3 GARAGE DOOR SCALE: 3!4"=1'-0" RECESS J 7 U) W 8° W LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN c CURB FOR W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP ^ MASONRY r Z UNITS SET •pn AT ELEV: O a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ 0'-a' NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'ka' WEDGE ANCHOR W/2' O a SECURED W/ 2- PART P° BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH EPDXY. MIN. EMBED EPDXY 5-1/Y' EMBED. MIN. 0 16" OC Q 8", LINO SIMPSON SPH4 OR SPH6 MAX. Q O FOLLOW ALL MANF. BTM AND TOP PLATE = IY SPECIFICATIONS FOR (q ANCHORS W/ 10d x 1 RECESS AROUND GARAGE 3112"DIAMETER CONC. FILLED STEEL PIPE a. 6x6 METAL PLATE _ USE AND F PREPARATION OF Z HOLE. ALL COMMON NAILS FILL ALL N x tLES, DO NOT USE tOd Q SEE SLAB SCHEDULE A DOOR OPENING `� SCALE: 3/4"=1'-a' BASE W/ 12k6" ANCHOR BOLTS Q- TOP OF SLAB ° ° 4" CHAMFER (1-STORY) ° °� - LAP TOP PLATE A MIN. OF 48" 6" CHAMFER (2-STORY) AND NAIL W/ COMMON ° ° NAILS, 2-ROWS, 4" OM BTM. VERIFY HEIGHT S, • ; , • LAP TO OCCUR OVER STUD OF WALL PLAN 4• n ° EQ. EQ. SEE SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING FOR WxD, BAR SIZE WALL W/ SYP No 2 STUDS SEE AND BAR QUANTITY PLANS FOR SPACING. SINGLE ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE ST. PLATE TO BOLLARD MONOLITHIC FOUNDATION SSECURE LAB W/10dMASONRY NAIL 16"O/C STAGGERED. SCALE 314"=l'-LT' �p� �W/ UPLIFT) 5 c V SCALE:34"=1'-0" ADDITIONAL METAL SCALE: 3/4"=1'-a' CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. SCHEDULE a [SEESLAB TOP OF SLAB -e—� LAP TOP PLATE A MIN. OF 48" •' \' 'n AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. STEEL REINFORCING IN GROUTED�r 4 LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z G • _ s ° WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE a ^ EQ. EQ. SEE SCHEDULE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/tOtl MASONRY NAIL O a FOR WxD, BAR SIZE PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. : AND BAR QUANTITY ADDITIONAL ETAL CONNECTORS NOT INTERIOR CURB FOUNDATION WOOD WALL REQUIRED WHEN NO a 8 SCALE: 3/4"=V-01' (NO UPLIFT) UPLIFT IS PRESENT. to O 8"CMU WALL POURED LINTEL CONT.(TYP.) e" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB 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 w CENTERED 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 9k6' MASONRY COLUMN W/ INTERIOR FRAME BRIG WALL TO (2)#51S ARE DESIGNED TO BE INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- BLOCK WALL CONNECTION 11 PLACEDD CONTACT WITH E INSIDE OF THE INTERIOR THEXTERIOR 9 scALE: 3/4"=1'-a' (NO UPLIFT) .L FOOTING AND COL. PAD 0 SCALE' 3/4"=1'-a' FACES OF BOCK AS SHOWN W/#5 HE SCALE: 3/4"=1'-0" ❑ © io DOWEL IN FOUNDATION. DOUBLE FILLED CELL SCALE: 3/4"=V-0" A R C N I T I C T I 6 Grouse 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774d078 www.abdesigngroup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: T. 3886-2626 FAX: 813586-2802 suBDIV. as I.OT: SILVERADO LOT#2 BLK 10 PROJECT* 03719.001— 02101 MODEL? 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C • MIN. 10" EAD W/+1" NOSE PAVERS #4 REBAR(TYP.) OF S ---- � ti TOP OF LAB$ - �TOP m Z 1/7' RADIUS d OR CHAMFER N •,: Z rLij Lu — FOR WxD, BAR SIZE LASEE SCHEDULE AND BAR QUANTITY w w 0: w z 3 u/ g O lk TRENCH FOOTING (-,-'),EXTERIOR STAIR DETAIL AT ALL PAVER AREAS SCALE: 1/7'=1'-0" SCALE: 1/T=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/SYP No2 STUDS SEE CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ 4/rEPDXY Z SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 1/7'x9" WEDGE ANCHOR W/7' 4 a WASHER SET IN HIGH STRENGTH Y 8" CMU WALL 5-1/2" EMBED. MIN. 016" ¢ m w SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE N SEE SLAB SCHEDULE ANCHORS W/'10d x 1 1/2, COMMON NAILS FILL ALL • O HOLES, DO NOT USE 10d x 3' SEE SLAB SCHEDULE TOP OF SLAB a• ° , TOP OF SLAB EE SCHEDULE° ' • " FOR WxD, BAR SIZE AND BAR QUANTITY SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 INTERIOR FOUNDATION WOOD WALL 5 scALE:3/a'•=,'-a' (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU WALL SLAB SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxC, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION CMU WALL A R C N I T R C T R 6 GroudL�. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abd"gngroup.com IIkA AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 go FAX: 813b86-2802 BVBDIV. de LOT: SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEU 3278-JORDYN II GARAGE OWING: LEFT PAGE: DETAILS 150 MPH E . C 01 UIrr DATE A8/17/21 8CALE: AS NOTED SHEET S1.1B 10,_3„ 0 (V O N C i� m R N 4'-10" � 4 14'-10" N 19'-10" 4 20'-6 °7 °4 v g N N i u o N N f` Q M M n 14 8" Q IV-0" 5'-8" O 14'-0" i 0'-0" 8,1„ N (11 #5 BAR GROUTED CELL BENEATH WINDOWSILL s" 1vn 12'-10" v _4„ N c� 10'-0" HIM- 18'-0" FIRST FLOOR DOWEL PLAN SCALE: 114"=V-0" A E C H I T E C T H 6 �,�DesWn PH: 407-774-6078 V FAX: 407-774-4078 w .abdeeigngroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 813888-2802 Sul3mv. & LoTcl SILVERADO LOT#2 BLK 10 PROJECT* 03719.001-02101 MODEL. 3278-JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH E . U 0 1 1-121 D TE 8/17/21 SCALE: AS NOTED SHEET 51.2 of TIE VERTICAL REBAR TO HORIZONTAL Z REBAR W/ 10" HOOK GROUTED BOND BEAM i\v ` VARIES PER ELEV. 4. 'a... .. S CLEAN OUT REQUIRED K FOR INSPECTION 0] a I ' 0'-! FIN. FLR. <a a TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR CIA. Z #3 18. #4 24, M #5 30" #6 36' #7 42' HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1' 0" OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. #3 18" METHOD #4 24" HORIZONTAL/VERTICAL #5 30" REINFORCING 36" 06 #7 2 #7 47 SCALE: 3/4"=1'-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS J A E C N I T E C T �Des�n LUNUW000, M SL /DV PH: 407-774-6078 FAX: 407-774.4078 www.8bdealglgrouP.com AA #: 0003325 go DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$88-2628 FAX: 813.886-2802 033317. & LOT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001- 02101 UODET- 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 4ZH EXP C DATE: 8/17/21 8CAL.E: AS NOTED SHEET St.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 Wl I Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36,.177" * x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK S' CMU WALL - REF. PER PLAN S' X 16' LINTEL - QV (30 -5 ISAR DOUBLE 2XI2 P.T.- LEDGER 111/ 3/4' DIA J BOLT SEE SCHEDULE STAGGERED FROM OPPOSITE SIDE W-8 3AFP..,6. 2ND PIN. rLR 'Y �'-4' AFF 6 50T. OF LINTEL CRICK -ET LINE OMITTED FOR CLARITY PRE-ENG. ROOF TRAMS - 241 1 DO, FLOORING J - Mx 5/6, TYPE — "I'L 2xI0 P.T. X GYP DORAD SYSTEM LEDGER 11V (SEE FIRST 3/4'DIA J-DOLT FLOOR FRAMING. SEE SCHEDULE, PLAN) GARAGE STAGGERED FROM OPPOSITE SIDE (-A-�LINTEL SECTION E= 1/2* - P-0' SEE TRUSS PLAM FOR EXACT SIZES BEAM SCHEDULE MaN= INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B O.L. = BOTTOM OF LINTELIT.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 (ro P-0 SIZE WxH' REINFORCEMENT STIRRUPS REMARKS -BTM]-- -j— TOP MID SIZE SPACING 16 (1) #5 (1) #5 N/A — GRO ED SOLFD �8 (1) #5 — N/A — GROJT-ED SO LINO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. V-4", UN BBI @ 9'-4"- 2 SIDES, 8FI6-1T/IM/OB F16-lTl0M/0B 2 Fl 1TW10/01 CH5 BRG. 94" BRG ERG. 10,11, 16-IT/Im/113 8F32-ITl1M/0B BOT OF LINTEL @ 9'4" IT-O" MIN. LINTEL LENGTH FOR 11'8" OPENING TOP OF WOOD WALL, EL. 9'-4" UNO, PROVIDE 881 WHERE FLOOR DBL STUD UNDER HEADER TRUSSES BEAR, TOP OF WALL, EL. 10'-8", LINO 8 DBILSTUD UNDER HEADER - -Y-8 % T 7 IW LBW W L W & _Z� T OFX 9L OF WOOD T4 WALL, EL. 9'4" 8 1�17 DBL STUD �IU2 DBIL STUD Ell UNDERFLOOR SYSTEM o TOP OF WOOD WALL, EL. 9'4"- o �RICKET —UNO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 9'4", LINO BOTTOM OF LINTEL @ BRG 9'-4" BRG.10'-B Eli Li= 8F52-lTIOW18 r. 8F36-ITIOWIB IT/lM/oB LIFT BEAM PLAN_ SCALE: 1/4"=1'-O" BB2 @ 9'4"- 2 SIDES 8F32-1T/1M/0B ca 8F8-IT/OWOB ARC N ITECTS-1 GasLr De IOn - S $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup'com AA 0: 0003325 DRAFTING BY: A.S. DESIGN N GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8I34186-2628 L FAX: 813,886-2802 aiui��n F-SUBDIV. a Lo-r4 SILVERADO LOT#2 BLK#10 PROJECT11111 03719.001-02101 MODEL. 3278-JORDYN II GARAGE SWING: LEFT PACE: FIRST LIFT BEAM PLAN (CAST-CRETE) W, 150 M _EH EXP. 0 DATE 7 8/17/21 SCALE: AS NOTED SHEET S2 #5 CORNER BAR W/ 3(Y'LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN 7BONDBEAM OPEN FACE SHELL 80 AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM CORNER REINFORCING OF BOND BEAM -#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNERBARS AT CORNER STEP PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. oll PLACE STEEL REINFORCING(I-2) AS DEPICTED HEREIN. F=FILUEDW/GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYR UN&I t-1 1#5 I PLACE LINTEL ACROSS TOP OF OPENING. BONOBEAM i IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR B" X16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL t RE NFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. ��16 OF #5'S IN 2ND BOND BEAM C�JRSE b: 1T/1 �c* / B NOMINAL—'-;-' HEIGHT # OF #5'S. TOP IT IS THIS ENGINEERS INTENT BOND BEAM COURSE THAT XFXX - IT/IMl0B INDtCATES A DOUBL BOND81EAM OF 111-B, BOTTOM AND XFXX- 1T)OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL ITI THIS ENGINEERS INTENT AND XUXX - lT/lMnB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW A PRE -CAST WINDOW SILL z SLOPE 8xl6 OBL BOND TQP OF -op_ BEAMWI(11..All BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR BOND BEAM GROUT SOLID FROM DM Top -oTOP LINTEL TO TOP OF B01 NO OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 — 8X8 PRE -CAST CONCRETE AR LINTEL Wl (1) #5 BAR (1-2) WID LENGTH OF BAR = WIDTH OF MASONRY OPENING - 7' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE LINTEL, W/O STEEL (Ll REFER STEEL (Ll) R TO PLAN FOR LOCATIONS TYPICAL MASONRY WINDOW r4-�-S'LL CONSTRUCTION SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BONO.BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION 3ROUTS BENEATH BOND. BEAM CHAN LE REINF. BAR�S), I STEEL REINF OF \ GE CHANGEIN ELEVATION OF BOND BEAM PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3/16 — TAPCON OR DRIVE PIN (MIN 8 HANK SIZE.145 MIN HEAD S IZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1 T* O.0 MAX. MIN 1-114" EMBEDMENT 2XIS (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 11/4') 3" FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114') 8" FROM EACH END AND 18!'O.0 MAX. MIN 1-1/4" EMBEDMENT d. S. 2X4 SOLID BLOCKING — SECURE TO SHEATHING Wl MIN� 2-12d PER BLK EA. ENE) OSS SHEATHING WALL A R C H W�AY F RA �Ml N G �DE TA �IL SCALE: 314"=T-0" WOW WXIM FASTENERSPACIN 4 --2" MIN, 2j'MAX % = 2 J'MIN, 9" MAX M2A �' =1 �' MIN, 2 I'MAX e, J'MIN. 2 �'MAX d. =Z'MIN, 2 J'MAX % 2 t'MIN, VMAX (2) 2d % �'MIN, 2 �'MAX' e, t'MIN, 2 �* MAX MIN, 2 J'MAX 2 f'M I N, 9" MAX (2) 2d J'MIN, 2 j'MAX' ed =f'MIN, 2 J'MAX *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS �OTE 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: c. = END DISTANCE SPACING BETWEEN ADJACENT FASTENERS IN ROW = SPACING BETWEEN ROWS OF FASTENERS = EDGE DISTANCE DOLIBLESTLIDWtll� 1�.A-UACHMENT 8� k R C N I T I C T 8 GrMDesign ousjOfm 41 N. RONALD REAGAN BLV LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigigmup.com AA #: 0003325 r DRAFTING BI M104111 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: SiX886-2628 FAX: 813,886-2802 L lu U13DIV. & M'r'.4 SILVERADO LOT#2 BLK#10 pitojmcT# 03719.001-02101 MODEL. 3278-JORDYN II GARAGE STI17NO: LEFT ]PAGE. DETAILS 1. 150 MPH EXP. rpRINT —0*14 D A'M, 8/17/21 8CALE: AS NOTED WEE= % S2. 1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERW SE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES 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. COLUMN SCHEDULE MARK SIZE 8r BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 15/8" DIA x BOLT • r� ------- FIRE — — — — — — — J 3/4" SUB-' FLOG 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR.TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS II 3/4" PLYWOOD I DRAFT STOP —;II 1 PRE-ENG. FLR. JOISTS 1-p.,41 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS y 3 1 v v n N n h -�— CJ1ICA II II N N II II II N N U= 1 J3 I= n n u it to I u n u n N 1 CJ3 1 CHS 1 1 10B ♦♦ I 1 — 1 3 9B ♦ El= J 1 1 I .1 .t ♦ � _ _�__�_ =a==e�=�a�= ICH9 ----------- - J 1 A"M .LIN LLE TH m 11 II II to II II II FORA'-IY' ENINp� toIII. 1 I II 1 4 u u u u it u of n 111 u u It ING II °SBEA ALL YP o 2 II II II II II II II II II II II II ISTU toT LLOELI19'-4, 012' .C.. II to u OD u 11 n u u It u I In u u I 1 J Y m I J19AII --_ca II II II II II II 11 II It II II 11 11 11 11 II 11 11 11 Y 0] n II II u n I II II II II II II II II u 11 u u u u n u u II u Bk1 Bk1 n Bk1 II Bk1 u Bk1 u Bk1 LBk1 ULBW U Bkt U Bk1 U Bk1 e J=13 2X4 WOOD BEARING Cal----- _ WALL W/ SYP NO.2 STUDS 12" O.C. P TOOF DWALL 4 ,, 0.�_=_ y STAIRS EL. 9'4". I C82 LEW J19GR r Gfion _IT 1LAI A7 1 _ _ _ = 2X4 WOOD BEARING—pREFABRR 10A I WALL W/ SYP NO.2 STUDS 12" O.C.. 2X4 WOOD BEARINGJOISTS WALL W/ SYP NO. 2 A D4 SPACING ES (SEE C7 J A7 I .1 .1 1 PLACE DBL STUDS = _ _ _ UNDER EA. IJOIST STUDS ��@@ 12" O.C.. -_ PLACE DBL STUDS -_ — - �RUSS MA E UNDER EA. IJOIST tl N = A7; ; A71 _ I _ N PREFABRICA D WOOD ROOF STAGER LEDGER BOLTS ON EA. SIDE "' w wa 4 AEI - TRUSSE @24"O.C. MAXI OF LINTEL 9_-- -- _-- my -- —_ - ---wig_ �s A71-PJ 1 1 g- - - - - I t 12 N II N 11 11 1 II A71, I II ,DA 1 1 — — 1N1 11 11 11 11 11 N 1 11 1 ♦ n . U' 1 IGR ♦ ♦ ' _ _ _ _ _ J 8--�-- InIII IIII nnn INIII 'nII n pnp pnp n IIII I CJ5I 1 CJ5 CJ3' _ 1/ x n N u !! *_ Ipl CJ3 ; to N II II N N I CJ1 CJ1 10A 1 , �- 1 M In � n n r• In c� y� U U U w W W UU U U U FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'.0" S A R C N I T R C T E 6 Gr sOa 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeNigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 00 91NIN1117 avHDIV. & r Or: SILVERADO LOT#2 BLK 10 PROJECT* 03719.001-02101 MODEL• 3278—JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN %150 MPH MXP. C D rF'pzmT 'I ATM. 8/17/21 SCALE: AS NOTED SHEET s3 � I) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x I J'NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x I J'NAILS TO TRUSS DSL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �'NAILS TO GIRDER lxZ2K WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ �3) 16d GALV COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS JZ. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WAULJFLOOR SHEATHING FASTENER SCHEDULE' NOTE APTSYP022"x4', 6", 8!'x 4�O" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR RED UIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT Ul 810 LBS� L770 LBS (I PLY) B ALLOWABLE UPLIFT UZ355 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT U:2705 LBS (2 PLY) 'Y-l-n'\ �jr, TYPICAL TRUSS/ ,—A 1A 1B ll-, GIRDER CONNECTOR(S) 314.'T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 112'HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2(6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBIL TOP PLATE PROVIDE BLOCKING 1/2" GYP WL ED. /,'�,FLOOR TRUSS CONNECTION @ L.B.W. �,��E 3/4"=T-9* (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM, - PLATE DEPTH i/4*D —HOLE EDGE >5/8" —HOLE DIAMETER 2/5*D SGL. STUD /—HOLE EDGE >5/9' 0�, "' '—HOLE DIAMETER - 315*D DBL. STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRIL @ 24" OIC'SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 J'NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTIONWITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" V, 6', 6'x 4'-0" MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3" OIC TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �A-(l) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J'x 5" TITEN HD TO CMU AND (12) SDS J'x 2 �'TO GIRDER B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J'x 5" TITEN HD TO CMU AND (18) SDS �'x 1.2, Z, WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W1 (3) 16d GALV. COMMON NAILS. (2) J'x SlITEN HD TO CMU AND (18) SDS �'x 3" lx2SECUREDW110d 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 ) _Y__*"�C TYPICAL ROOF (2A 2B 2 GIRDER CONNECTOR(S) scAL LSTA12 20 GAUGE W/lGdxl/2HD'3 NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 Wl 5/8" A.B. WITH M MIN. T'EM "BEDMENT LO IN 7 E TO SLAB & (18) 16d x I 2-112'�'NAILS TO POST., POST TO SIT DIRECTLY 0 LA N SLAII /,'�GIRDER/WOOD POST CONNECTIONS NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A-SIMPSON HUS28 G� 1200 LBS, U � 1280 LBSWI(l) 314- SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMSED(22)16d GALV. COMMON NAILSAND (8)16d GALV. COMMON NAILS. B-SIMPSON HUS28G �2400 LBS, U < 1425 LBSW/(2)3/4" SIMPSON TITEN BOLTIJ-BOL.T, 5" MIN EMBED (22) ISO GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS2-2 G � 2400 LBS, U � 1810 LBS W1 (2) 3/4- SIMPSON TITEN BOLTIJ-BOLT, 6- MIN. EMBED (n) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G � 4800 LK U - 1810 LBS W/(4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G , 4800 UBS, U � 1810 LBS W1(4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS, WOOD LEDGER ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON HTSM20 W/1 0 10d TO TRUSS AND (4) 1 /4*'x 2 llf' TITEN 2 ANCHORS TO CONT POURED LINTEL * 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCKWALLW/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 & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR B.-O" MAX (VVllX4) R 10'-0" MAX (W/2X4) (2) 2 4 No 2 SYP DIAG 2x4 BLOCKING 13ETWEEN BRACE W; (3) 12d 0 EA TRUSSESWHERE /I S TRUS (DIAG BRACE T X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-Ol' O�C. (AT SHEATHING // U-01- TO 30-0" (1) 'X'BRACE SEAMS) 301-1" TO 60�O (3) X, BRACE SECURE 2x8 7,PLATE �lX.: BRACE @ CENTER �::x TO ELK W/ lrZ A� BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6, SEE ARCHITECTURAL MIN. EMBED. AT 32" OC lx4 D AGONAL I MAX. STM.CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P T. PLATE W/ 12d'. 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d'. Q EACH TRUSS TO BE INSTALLED Q BTM CHORD OF 10'-0" 0 C. MAX. WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-9'0/C —END WALL OR OTHER MAX., OR 2�4 BTM CHORD BRACING END TYPE CONDITION, IF 1D-O" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP K;'� BTM. CHORD BRACING VEDGE CENTRAL Op 2z MAX. .1 TEDGE SPACING SPACING EN WEB TRUSS SPACING SEE EE hlllll R I I I rl S [Typ [�p rp[/-IE..ER FHEDUL� SCHEDULE SEE FRAMING PLAN BOARD SPLI C ;E F (OR LEDGER SO) :E SCHEDULE FOR J LSEE LEDGER wo' TFROM L2d 2X 0 SYP P.T. )LT SIZE 5 117 SCHEDULE EDGE U OG R BOARD TO BE N. EMBED. (TYP) 1. ENSURE THAT EXP. BED WTH 0 WT. BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FARONT GO ALL AROUND BOLT LEDGER 2. END OF FRONT AND REAR Z LEDGER SHOULD LAP A MIN OF 4'-U'� (2) 2X10 47 3. ALL BOLTS TO HAVE SYP PT Z WASHERS 4. EXP. BOLTS/J-BOLTS EA (2)2X8 SHOULD NOT BE ANY REAR _ R SYP PT CLOSER THAN 9' O/C, LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE 1BOLTSIZE ImiN. END DjsTANcEj cmwspArANo A DOUBLE 2K8 11Z' 81, 16. O/C F DOUBLE 2xlO (2) 31,V' 81. 22" O/C (SWOOD LEDGER DETAIL _Y�0_2�1_E' 3."=l--' SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END �,�PR�E-ENG�DTRU`S�� THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR T\AnST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES ALTERNATE MATERIALS SCALE 3W=l'-U' 2�� rA R C N I T R C T 61 6 Mae' G Mgoln. LUC 1441 N. RONALD REAGAN BILVD.1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407 774-4078 www.abdesl�,gngroup.com L AA #: 0003325 1 DRAFTING BY: 1114 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 L FAX: 813-886-2802 go !rem &M 0 `7 tmDm a Lo N SILVERADO LOT#2 BLK#10 PROJECT# 03719.001-02101 MODElz 3278-JORDYN II GAXAGE SWING: LEFT PACE: DETAILS Q150 MPH EXP. C/ P'PiFtncr DATE: 8/17/21 BCALJC: AS NOTED SEMET %.S3.1 IF FLOOR DECK 2x6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 OR BRA BACK, 1 FLOOR BRACING SCALE: 3/4"=1'-d' SIMPSON H6 W/ (8)8tl COMMON NAILS 2x STUDS SIMPSON H6 W/ (B) Btl EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/2" HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, �� TRUSS PARALLEL TO WALL � scALE: 3/a"=r-a' DTRUEN SSES W/ 10tl 3PT 2x6 BUK'NG E O.CE 1ST PLV STAGG REDRU PER PLAND 10d ®M O 2.6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION LL z D U= O o� PER ELEVATION ry 2x4 P.T. CEILING NAILER W/ MASONRY NAILS C 12'. O.C. 1X2 FIRE -STOP MI #8 WOOD SCREWS �M x 7' LONG C 3" O.C.; jllllll, STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS /4 _ NAILING PATTERN (V PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DEL 2X10 LEDGER FRAMING PLAN) SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 9 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: C TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2x6 x 7' LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING T (OP 2X4 SUPPORTS ST. #8 WOOD SCREWS x 7' BELOW STAGGERED OFF CENTERLINE OFF 2x6; - NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) LONG 3" O.C.; 3/4" AS SHOWN 2x4 BRACE @ O.C. (5) 1'IN MIN. FROM 2ND. FLR. FLOOR DECK STAGGERED NI E DBL 2X8 LEDGER NI NAILS @ EA. END N E ND 8d RING SHANK NAILS C 4" O.C. MAX LINE NAILS 2x6 COOT. W!O TRUSS @ ST. OF FLOOR TRUSS AS SHOWN DBL 2X8 LEDGER 8" CMU WALL TO CMU W/ 12" EXP. BOLT AT 16' O.C. AND 6' FROM INTO BLOCKING (ST. 2X61S FOR WALL SHEATHING NAILER) nl BOLT IN REINF PER PLAN END W/ MIN 5-1/2" EMBED. 16d NAILS @ 8" O.C. MAX AT 16" O C/ ANDEXP 8" F, ROM B"CMU WALL NI 8!' CM 1X2 FIRESTOP PER PLAN END W/ MIN S1/2" EMBED. PER ELEVATION FLOOR DEC /4�, 4IS1, PER ELEVATION PER ELEVATION FLOOR DECK azz 0 ; NAILING PATTERN PER ELEVATION 4 O= LL ; 0 Q$p� MJLING PATTERN PER ELEVATION m � 1PRE-ENGINEERED PER ELEVATION PER ELEVATION 2 OU 5f 1-1 WOOD? 24" M PRE-ENGINEERED WOOD PER ELEVATION 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) 24" M PRE-ENGINEERED WOOD MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ 12' O.C. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REO BOND BEAM REQ. SIMPSON HETA-16 @ EVERY TRUSS (VERIFY FRAMING PLAN) MASONRY NAILS X 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) @17'O.C. AT TRUSSES PARALLEL (VERFYW/TRUSS SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL %,-"\TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR AT TRUSSES PARALLEL PRE-ENG FLOOR TRUSSES TO EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-U'O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. A21 NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING i LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 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 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) iOtl BELOW FOR PLATE W/ 12d s T O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP N0 2 STUDS SEE 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. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx 3" 129c9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED C 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16' 1 0a 10b 10c OC MAX. SCALE: 314"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TO POST CONNECTION V SCALE: 3/4"=1'-0" a A- SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • 9 8-SIMPSON HTS-20 U <1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U <4565 LES VGT TO TRUSS W/ (16) 1ANTSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" SIDS TO POST TRUSS CONNECTION L.B.W. 9a gb POSTTO SLAB CONNECTION SCALE: 3/4"=1'-0' A8B - SIMPSON ABU44Z POST BASE <U:1,900 GAS60 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7 EMBEDMENT TO SLAB 8 (26)16d x 2-1/2' NAILS TO POST. I R C N IT E C T 8 GrouOLp. 41 N. RONALD REAGAN EW LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 7desi9ngr0up.c0m #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813-886-2802 SVHDIV. & L074 SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH C LL..� DATE. 8/17/21 SCALE: AS NOTED SHEET S3.1B 47'-4" 43'-6" 38'-2" 33'.6" 29,-8" MA0" 18'-2" 14'-8" 11' 2" 5'-8" (1) #5 REBAR GROUTED CELL W BENEATH WINDOW SILL 4 in O �Z N J x7x N U Q Q W O NJ : LL v I� 18'4" 15'-5" 10. 1" ' lk LA u-ji LA Y N ED °v zv (1) #5 REBAR GROUTED CELL Y BENEATH WINDOW SILL 3'-0" aq 6'-8" i2 10'-0" o (1) #5 REBAR 17'-10" GROUTED CELL BENEATH q WNDOW SILL 2,4" 9'-4„ SECOND FLOOR DOWEL PLAN SCALE: 1/4"=V-0" A R C N IT R C T S aDesoin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 ww ,abdesigngroup.00m ` AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813868-2802 Milli >gUHDIV de LOT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEL.• 3278-JORDYN II GARAGE BVnNO: LEFT PACE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. C INN 1 Dw1'E 8/17/21 SCALE: AS NOTED BEREET 54.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) iOd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE SIZE & MARK DESCRIPTION REMARK BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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) fc IZH' REINFORCEMENT STIRRUPS REMARKS BTW TOP MID SIZE SPACING 16 (1)#5 (1)#5 WA GRO EDSO D 8 (1)#5 N/A GRO EDSO D T-O" I T-O" 18'-0" ---------T------------m-------- --------------------------------- 8F16-lT/OM/0B II 8F16-1T/OM/OB II LINO, PROVIDE BB2 (8x8) WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 19'4". UNO III � IO II J* � II 8F16- II III -------------71-----, IIH�I II � II -------------------- 7'-0" i 1 H 1 1 1 R 1 1 1 1 8F16-1T/OM/0B ----------------- I I ------="I LI Ilualuo---- 7,A„ SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4"- T-0" A R C N IT E C T 6 GrouPOL�. 441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 FAX: 813888-2802 amnnna BXMDly & LoT SILVERADO LOT#2 BLK 10 [PROJECT# 03719.001-02101 MODET_ 3278-JORDYN II GARAGE STIMO: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 150 MPH EXP. C g0 DAW 8/17/21 SCALE: AS NOTED SHEET S5 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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 O'-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 6" FROM THE CENTER OF THE COLUMN. _ ROOF r BELO --- -----------------W------------- � I I I I DIAGONALS FOR BOTTOM CHORDBRACING @ 20'-0" O.C. MAX (TYP.) 11 1 1B rlA , I EJ5R I • I EJ5R =• I ,A I , I I 1A I , I CJ3 I q _ I CJ1 I I I I L----------goo------------� BELOW ROOF FRAMING PLAN SCALE: 1/4" = V-O" 6 Design Grou LLD. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdesi8ngoup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81343M2628 FAX: 8134UW2802 awmm� SVHDIV. & LOT SILVERADO LOT#2 BLK 10 PROJECT# 03719.001-02101 MODEL.• 3278-JORDYN II GARAGE 99WING: LEFT PAGE: ROOF FRAMING PLAN & NOTES 150 MPH EXV,C 1 SCALE: AS NOTED 1 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z'STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIM 1 9132" STRUCTURAL SHEATHING EXIO 1 (40f2O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 IV- 0,C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2' 0.131 F1667 SEEWSHANK, 170,000 RING (16-20 RINGS RSRS-03 8d �ING SHANK 2 3ff' 0.113 7 1W7 SCREWSHANK P ER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-O RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 117 COX OR 7/16"O.S.B. PLY WITH SO RING SHANK GUN NAILS ATr' O�c. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O,C. TOP III BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6"O.C. AT INTERMEDIATE SUPPORTS OR 7/16'ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. SUIL.UING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE I 10d NAILS 4�' O.C. ON EDGE AND 6" 0 C - IN FIELD ZONE 2e, 2n, 2r: 1 Od NAILS 4- O.C, ON EDGE AND 4" 0 C IN FIELD ZONE 3,3e, 3r: 10d NAILS 4' O.C. ON EDGE AND 4" O.0 IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4'0 C TOP & BOTTOM EDGES 0 z Z z 0 z x 9 TYP. EXT. SHEATHING ATTACHMENI Z 0 z z < d 10 00 ob"Na"111111 11 E-Mmmm 11 mmmmmMll-l"I NOTE-' GABLES -DROP GABLE END & (1) AOD-L DROPPED T 4 G 0 16!USS 2x #2 SYP OUTTLOOKER RAFTER Wt BLOCKIN 0 C IF NO DROPPED GABLE END, ATTACH 2K4 #2 SYP 13LOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE ( - 1. RING ..ANKGUN NAILS - SEE "ROOF SHEATHING ATTACHMENT" T�BLE FOR FIELD PACING C#8' 7 DECK SCREWS' Q 6--g- O.C, MAX'@ EQGES & 12" 0,C, MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GA —END HIP ROOF ROOF �LND DESIGN PRESSURES ION'SPOES, 7_16 E IONE-So ZONE. DISTANCE No—o' —"Z-- PRESBURE DOEFFICIENT � Q 18 FASTENER SCHEDULE XMNDOW AND DOOR BUCK FASTENERS FASTENER APPUDATION B. 1. —1- REMAJI. APKIIDAkTION T`EE RE—. II—FUERINGTO El I NO CPSE EDENSID-L — I I—, TO .—N.— NO I— —HER IAPDON MPSONEY PASTENER 1 111 EMBED 4- END DST I III E.E.. SSO — I—S UPT SEE NOTE 6 —HAPOENSDOD IL 1 117'.. DO .—RE. N---T. ED MAED�c. .—E DOOR TO MPBDNEYIDOND 2,V OIC (111 DA) 4-EMBEQ 4'END DST, I'l—ST PIT SEE NOTE —DENEDOCIL NAILI-LONG S—E— N---.. I— MASO -.—TO CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT PT,SEENO_ DIV— NO —SHEE, E DISIII EMBED r END T I III EDOEDST INALL TO CONO "Er," 24- 00C EMBED 4' END Wl R DST EME DIST ix—PTININ —K PT TO ST— 001.. SEE B NOTE E w,— NOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS. VIANDOWS AND EXTERIOR SVIANG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4 PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5� FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. VANDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR VIANDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR VIATH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED VI# TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED 1N CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMUM AGGREGATE SIZE SHALL BE lf. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION VIATH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO 311r. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020,7th EDITION BE CHAMPERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 Al SI SPECI Fl CATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ON-GIOUND MERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD I N CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORM ED STEEL STRUCTURAL MEM BERS 20 16, ASCE 7-16 AND Al SC SPECI FICATIONS DRAWNGS. SEAMS LAPPED 6 INCHES 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 PCIE OF A BORATE PRESERVATIVE TREATMENT: DISOCIUM A L DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FOPJA-WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND RAGING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCIE FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOW!,L AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST Wt DOT SHALL BE HOT DIPPED CALM. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN WOF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS FOLLOWWRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020,7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISO ON, FIRE EPARATION, OR OTHER NON STRUCTURAL ITEMS LATI S OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THE ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING Y PR VIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LU MBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT V400DEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/Al 064M, GRADE 65 AND BE PLACED I N ACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION A I TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. VARE MESH FOR SLABS SHALL BE SUPPORTED WTH 2'CHAIRS SPACED T-W OC, EACH WAY. TOBE ESIGNED AND FABRICATED IN ACCORDANCE WTH THE'NATIONAL DESIGN SPECIFICATIONS FOR S RESS-GRADE LUMBER AND ITS FASTENINGS'BY THE NFRA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE 140TED FOR SHOP DRAVIANGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pf 20 psf TOP CHORD -non—mment 10 psf BTM CHORD —n-Ooncurrent DEAD LOAD DEAD LOAD 5 PSI TOP CHORD 20 psf TOP CHORD 7 pf .1 ASPHALT SHINGLES) (10 psf wi No GYPCRETE) 10 pSf BTM CHORD 5 pel BTM CHORD DEAD LOAD 70 RESIST W NO UPLIFT: 1 Opsf BALCDNY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 pf VIAND: DEAD LOAD SPEED = 150 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 2Op.,. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40P., GUARD$ AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40pEf SHOP DRAWING RE\nEW: SH P 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 WTH 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 DRAWNGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPI S OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCE$, 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 PSI, 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 MTH ASTM D-I 557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFU 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 MINIM UM 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 5 0 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3:000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SiAB. CONTRACT R SHALL SUBMIT PROPOSED MIX DESIGNS, MTN HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 57 41- PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3 18 AND ASTM C94`094M OR MEASURING. MIXING, TRANSPORTING, E rC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS aATCHED. 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 T ERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MUTES, 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 WTH THE ABOVE, REQUIRED CONCRE IT COVERAGE OVER REIIAR SHALL BE AS FOLLOWS: A. 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8, FOR CONCRETE OMSED TO EARTH ANDIOR WEATHER: 1-112" FOR 05 AND SMAURR 2" FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1.112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE Wl THE 'TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAVVINGS FOR REVEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHAL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVI EW TYP. MIN LAPS SHALL BE AS FOLLOWS. #4 BAR 25" #6 BAR 36' #5 BA 30- #7 BAR 47 PROVIDE 36'� 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE 114STALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY. MASONRYCONS RUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED 13Y THE MASONRY STANDARDS JOINT COMMITTEE. ALL SLOCKWALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fIII = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING ONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF $000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W1 A SLUMP OF 8" TO 10-� USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, TYPE "Id" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID VIATH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U MO. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE S PECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, OTH EDITION, By THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36JA36M, Fy = 36 - FOR ANGLES. PLATES. AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTIA A500/A500M, GRADE B, Fy = 46 ksi STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE 8, TYPE E OR S, FY 35 W, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP AN TOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL r OTHER SOL S SHALL BE ASTM F3125AE3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURWOFF-THE�NUTT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JBOLTS ARE TO BE STEEL. CON14ECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036'AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTED�WOOD TRUSS CONSTRUCTION.. AND *BCsI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88:19W HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAVIANGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS. FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE S RUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVI DE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS A R C N I T E C T 8 6 G r aDepign ouspO-2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesIgngroup.com AA #:0003325 r DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH' 813-886-2628 FAX: S13-886-2802 llu P-munDiv. III SILVERADO LOT#2 BLK#10 PROJECT# 03719.001-02101 MODMI. 3278-JORDYN Il GAPtAGE STIMO: LEFT PAGE: DETAILS 150-C 150 MPH EXF.N F`p DATT&E: 08//17/21 SCALE: AS NOTED SHEET SN1 • © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: n�TAII n J-L;HANNLL FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO NEL 3Q (Z)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #BX3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 7Q STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 1 SOFFIT Q 3Q J-CHANNEL-/ J. n DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L' SPAN' 4- + EAVE WIDTH (ROOF OVERHANG) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER �BY OTHER 2-1/4" EMB. WOOD BATTEN EL ® `" DETAIL B J-UllANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7Q STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATT �2X2 WOOD BATTEN 10 INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Iff WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE: 1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 3Q J-CHANNEL f, DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. it�tld••�#� >�>���F�q�>s���;}i 13759 375 .4 3.625 3.625 3. 5 08 .0 12 sA r I DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C H IT KC T S 6 Gamsoi n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com IIN AA 8: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2828 FAX: 813886.28 1 axnnd� aysDIV. e4 LJOT: SILVERADO LOT#2 BLK 10 PMJECT# 03719.001— 02101 MODEL 3278—JORDYN II GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 150 MPH EXP. C 0 8CALM AS NOTED SDI At